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Permit D07-197 - WESTFIELD SOUTHCENTER MALL - INTERIOR RENOVATION
WESTFIELD MALL INTERIOR RENOVATION 2800 SOUTHCENTER MALL D07 -197 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: Value of Construction: Type of Fire Protection: Type of Construction: II doc: IBC -10/06 Cityf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 6364200010 2800 SOUTHCENTER MALL TUKW WESTFIELD MALL INTERIOR RENOVATION 633 SOUTHCENTER MALL , TUKWILA WA WEA SOUTHCENTER LLC 11601 WILSHIRE BL , LOS ANGELES CA 90025 Contact Person: Name: LITO T PANIDA Address: DLR GROUP , 900 4TH AVE SEATTLE WA 98164 Phone: 206 - 461 -6000 Contractor: Name: B N BUILDERS INC Address: 2601 4 AV STE 350 , SEATTLE WA 98121 Phone: 206 718 -0960 Contractor License No: BNBUII *990K3 DESCRIPTION OF WORK: ENTRY RENOVATION, MINOR INTERIOR IMPROVEMENTS, PAINTING & NEW FLOORING © SELECTED AREAS, NEW CLOUMN WRAP TREATMENT AT MACY'S COURT, NEW CEILING TREATMENT @ J C PENNEY COURT AND ENTRY AREA, NEW LIGHTING AT SELECTED AREAS 1,600,000.00 DEVELOPMENT PERMIT Fees Collected: International Building Code Edition: Occupancy per IBC: * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Expiration Date: 09/12/2009 D07 -197 02/07/2008 08/05/2008 $15,337.92 2003 0019 D07 - 197 Printed: 02 -07 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Meter: Permit Center Authorized Signature: Print Name: doc: IBC -10/06 City oTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: N I hereby certify that I have read and e . ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied • whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perfo /�ccee of wor . I am authorized to sign and obtain this development permit. Signature: a / /� Date: Z-/7/ h ( j Permit Number: D07 - 197 Issue Date: 02/07/2008 Permit Expires On: 08/05/2008 Date: 07,1 01-1 ✓v This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D07 -197 Printed: 02 -07 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 2800 SOUTHCENTER MALL TUKW WESTFIELD MALL INTERIOR RENOVATION 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -197 ISSUED 06/05/2007 02/07/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 10: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 11: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 15: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 007 -197 Printed: 02 -07 -2008 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 18: Maintain fire extinguisher coverage throughout. doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 19: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 20: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 21: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. ()FC 1011.1) 24: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 25: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 26: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 27: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 28: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) D07 -197 Printed: 02 -07 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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 recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 30: Maintain minimum 40 degrees F. temperature in all areas to prevent sprinkler pipe from breaking and causing unnecessary damage. (NFPA 13- 7.6.1.3.2, NFPA 25.5.2.5)(Under floor sprinkler lines.) 31: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 32: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 33: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 34: In occupancies of Groups A, E, I and R -1 and dormitories in Group R -2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 35: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 38: The telephone /data connection must be separate. The data connection is for a separate fiber optic line. doc: Cond - 10/06 * *continued on next page ** D07 -197 Printed: 02 -07 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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 the performance of work. Signature: Print Name: doc: Cond -10/06 /1p12-r- towrsy Date: 2 -/ 7/ 6 D07 -197 Printed: 02 -07 -2008 CITY OF TUKWIL Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:/lwww.ci.tulcwila.wa.us 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 ** Site Address: C/ Q - JA'( 11A0130 A l itletkig&Suite Number: Floor: Tenant Name: `SOLttIl k!t. MAU. C.14 New Tenant: ❑ Yes 'J ..No Property Owners Name: a ( ljk*t1CnDii, t INL- Mailing Address: L%Got Oltzt-ipte 1 Gd.LmVitr.O t lt-id pure._ ktAikosaa CAA Fta2..)IA eketz5 State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Lin. T. itOA Day Telephone(Z')d{il -4' Mailing Address:1)LL (MP lb F00414 W e S t u T Q 1 ) t 6 City State Zip E -Mail Address: ?0,A1 4...11X. - ojrr i(✓ . CANA Fax Number: NCO 4401- Ceti4 { GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: (,Ikt'E'R- Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: EX-1 GlatmP Mailing Address: lam( !NM SLUM 1t0 Contact Person: L I) �• rkatQa E -Mail Address: kpQY11 !".,DLiZ.q p - Contact Person: E -Mail Address: Q:\Applications\Porms- Applications On Lined -2006 - Permit Application.doc Revised: 9 -2006 bh Building Permit No. ] _ tqto Mechanical Permit No. /407 '." 1)- Plumbing/Gas Permit No. Public Works Permit No. Project No. City CkgitiLe City ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record State King Co Assessor's Tax No.: Zip wA O+ State Zip Day Telephone: (,ru ') 4.I - le0,1- Fax Number: &a.) 4(.1- '(1 Company Name: PL-12. (Af2o ie Mailing Address: City State Zip Day Telephone: Fax Number: Page 1 of 6 )1 0DO d ®o BUILDING PERMIT INFOR1L JION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ ' ieee-Ea Existing Building Valuation: $ Scope of Work (please provide detailed information): E'41Tny RESICA/AW:44 MILI.o1L„ 11441 ADR_ 11 eit4S4 EMS , P� n.1.nta&a N try- °pw►1. @ S2a..?"n /N1 , tJ iw t) U -w-armietor poley y CULT, 0E34 CaUUG `t1 EAT(I e_ .S'Gf6'+ 4 / Will there be new rack storage? ❑ Yes • X . No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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 of 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:) tt 1D RGI4M a Compact: Handicap: Will there be a change in use? ❑ Yes Igt No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: , '4 Sprinklers %. Automatic Fire Alarm ❑ None Other (specify) EMS 4. Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes ; attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:Upplications\Forms- Applications On Line \ 3-2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IlB Type of Occupancy per IBC 1' Floor ye S (-, t l /A �, l�t?t i 7�1 #1L 2 " Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck )1 0DO d ®o BUILDING PERMIT INFOR1L JION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ ' ieee-Ea Existing Building Valuation: $ Scope of Work (please provide detailed information): E'41Tny RESICA/AW:44 MILI.o1L„ 11441 ADR_ 11 eit4S4 EMS , P� n.1.nta&a N try- °pw►1. @ S2a..?"n /N1 , tJ iw t) U -w-armietor poley y CULT, 0E34 CaUUG `t1 EAT(I e_ .S'Gf6'+ 4 / Will there be new rack storage? ❑ Yes • X . No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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 of 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:) tt 1D RGI4M a Compact: Handicap: Will there be a change in use? ❑ Yes Igt No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: , '4 Sprinklers %. Automatic Fire Alarm ❑ None Other (specify) EMS 4. Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes ; attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:Upplications\Forms- Applications On Line \ 3-2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL PERMIT INFMATION - 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Litielt. Mailing Address: DLL ConDLO1P City State Zip Contact Person: L ITb PAAIOA / 15SA. MAP 0PPL Day Telephone: 00 401 4 000 E -Mail Address: Teem% O'C1?'t -f-- CkP- 4;actu°. coon Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 300 Scope of Work (please provide detailed information): R "'fi I MST! 145 j4lr2— bi P' - 4 ii -ntr, mow) woiSri -r hi?—g— 1#- OT + N POictO 144 S pa. O../A) &rOopl t5S tv4 un wi IdS 641.46 'm re1L -- l'Cwt TEVir1,rfs Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Q: Applications\Forms- Applications On Line n -2006 - Permit Application.doc Revised: 9-2006 bh Page 4 of 6 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 E R AUT O AGE Signature: Date: C' 5/ Print Name: Lira / • R400A Day Telephone: e 40V - MailingAddressDLO, CRate {B� Fiumx i t in To Smer -T ( Rf31H- City State Zip Date Application Expires: Date Application Accepted: Q: Applications\Forms- Applications On LineU -2006 - Permit Application.doc Revised: 9 - 2006 bh Staff Initials: Page 6 of 6 Receipt No.: R08 -00284 Payee: WESTFIELD SOUTHCENTER TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 6364200010 Permit Number: DO7 -197 Address: 2800 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 06/05/2007 Applicant: WESTFIELD MALL INTERIOR RENOVATION Issue Date: Initials: BLS Payment Date: 02/01/2008 03:13 PM User ID: ADMIN Balance: $0.00 Payment Check 6010709 8,183.48 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Amount 2,138.54 6,040.44 4.50 Total: $8,183.48 Payment Amount: $8,183.48 8013 02/04 9710 TOTAL 8183.48 doc: Receiot -06 Printed: 02 -01 -2008 Receipt No.: R07 -01035 Payee: WESTFIELD TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description BUILDING - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049023 Permit Number: DO7 -197 Address: 633 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 06/05/2007 Applicant: SOUTHCENTER MALL RENOVATION Issue Date: Payment Amount: $7,154.44 Initials: WER Payment Date: 06/05/2007 01:36 PM User ID: 1655 Balance: $10,757.48 Amount Payment Check 06005811 7,154.44 Account Code Current Pmts 000/322.100 7,154.44 Total: $7,154.44 8960 06/05 9710 TOTAL 7154.44 do r: RAmint -OR Printnrt. OR-05-9007 a Pro ject: J � e s �P Type oq: / Address: &73 MA!/ Date Called: Special Instructions: Date Wanted5 ` 6 P.m. Requester: Phone No: :�.....:; k..,,::':- ...:s.u:.w.:x' 1747 -F7 INSPECTION RECORD Retain a copy with permit INSP CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION w 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 yl Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: per,„ -7 I I pecto ,. a' 0 (Receipt No.: Da - Oe 0 REINSPECTIGN FEE REQCIIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Date: 7 Project: ' T [ Lie ff 1N / IPi/i k. * Type of Inspection: t 1 i1 I Address: aeoo AN( Date Called: Special Instructions: Date Wanted: 7 a p.m. Requester: Phone No: 2 7/4( 0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 COMMENTS: ( ( Approved per applicable codes. Corrections required prior to approval. El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Type of Inspection: din :n ice a,.iL "'t71 Address: / Liao° / Date Called: c,,j ' }} 7 ''�� ' i4 4-4,1,4, - 9L 1i (/ - ok- Requester: ( 1 -: 7 91 q, `k,,2h, g__. ,, Phone No: 29 76 OISf Project: _ Type of Inspection: `, Address: / Liao° / Date Called: Special Instructions: Date Wanted: 7 -Zq - c'• p.m. Requester: Phone No: 29 76 OISf 'Inspector: INSPECTION RECORD Retain a copy with permit ,.I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. El Approved per applicable codes. Corrections required prior to approval. (Date: 9-»& ❑ $60.00 REENSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: !Date: Project: wf5f Fi I tq eh I.` -i Type of Inspection: SGsl/i /e? .'/,',> A G )3 Nel11 Date Called: Special Instructions: Date Wanted: 7 - 1 41- m Requester: Phone No: 20o 'tit ?GT' INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit pn7— I y 7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 112- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. COMMENTS: p /1 5 /••■ Se cc. `1 9 - Date: ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: Type of Inspection: c / J� I ts. Date Called: 1).1 taL .. -, Dl- a.m ,..., 6+.t,L -1 c+ OA A S �. ZC D.S. e 1.. t _ :00-r A t 5 Project:, G�c/v- b ill /9// Type of Inspection: c / Addres Date Called: Special Instructions: Date Wanted: 6-- G/ L2 a.m p.m. Requester: Phone 9G �U /— INSPECTION RECORD Retain a copy with permit 17))7-)9 7 INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. El Corrections required prior to approval. 'Inspector: ze,4s, i 'Date: ? El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: /A Type of Inspection: , A/4 / 13U (WV V 74-0 zit— s..).-..-1- lb I Si P., PC 0=t0(2-, A (s a t-_`- l x, -- vv- es‘04) 44.6 c — --c f.� q 2 170 tp<-5, 26" O521 C:4 Requester: Phone No .2_0 C e lgi - %f0 Project: , / / Type of Inspection: , A/4 / Address; 7r79 // Date Called: Special Instructions: Date Wanted: Requester: Phone No .2_0 C e lgi - %f0 3 INSPECTION NO. 12 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. 1 lnspector:sal •4V 13/"9 I Date: *03 J $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: / �` L s4� 14 t( Type of Inspection: FR ri m flyf/ Address: yo 4 I/ o Date Called: Special Instructions: DatS-4,.- Wan, ted: � 6_ q 02,1- p.m. Requestr: Phone No: .= - 95/ - 9‘9C INSPECTION RECORD Retain a copy with permit DI9- 7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I& 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. 'Inspector: Corrections required prior to approval. COMMENTS: (ftl #r -fie.( fact �� c��' lsiGre r� 1,144-4 an I Date: 3 _ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: COMMENTS: " 3 r C— CI Special Instructions: __ Date Wanted: - 2 I- 0 R 1 ots Requtirter: (6._ NO 0110\6. U40- FA#L,_ cLe ‘-k--T ‘,fr.,,e4.1.... To . .5 a tio.,E Kee-F.446 1 (:.) 14zaccato cq ge – Pac) it 4stik — Project: (A.Jeige V MA 1 ( Type of Inspection: t,(SPAAlocfb eat) AY Aocles 00 WI et ( i Date Called: Special Instructions: __ Date Wanted: - 2 I- 0 R v•-m• Requtirter: p i n iz.Lic i.... c696 INSPECTION NO. INSPECTION RECORD Retain a copy with permit b03 q PERMIT NO. CITY OF TUKWILA BUILDINCDIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 1:1Approved per applicable codes. l InspecZr te A 6 (Aar IDate: t c e) El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 630Q Southcenter Blvd., Suite 100. Call the schedule reinspection. r eceipt No.: IDate: Corrections required prior to approval. ' PrYject: ,, Type o nspection: A ress: 5 ¶. M"�``— Date Called: Special Instructions: ���^^yy�� 1+ 14 t I? Date Wa d: / p a.m" Requeste : 111 Phone No: INSPECTION RECORD Retain a copy with permit bpi t91 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: pm 'Inspector: El $58.O&EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: cues - P.(' hJ ,,ct-�b, Type of Inspection: FA Address: Suite #: Contact Person: - 164 C 1, •, - Special Instructions: Phone No.: )-0(- - l Isgb Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF 7UKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 COMMENTS: C J-r1 SJAI I 3 0rd 5 e4L'P� Y S 4 - 1 , 0 _ 5 - e _ -6 t o..-( 6,t. o l� Re --I ') O'oD Inspector: s/ Date: Hrs.: / n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 00 - Ir) O'- -)e� PERMIT NUMBERS Corrections required prior to approval. T.F.D. Form F.P. 113 Project: , AA A IL S c u &i 4 Type of Inspection: 51 Address: a SO 0 5. C. /v)/ L- Suite #: Contact Person: Special Instructions: Pre -Fire: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT roved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 1)0 Iq7 (D$- s -3a7 PERMIT NUMBERS 444 Andover Park East, Tukwila. Wa. 98188 206- 575 -4407 n Corrections required prior to approval. Inspector: Date: 7 c Hrs.: 71 / V w n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: Project: I/✓ESr t -i- u Sprinklers: Type of Inspection: E6 G 7- Address: Zv 5. << Suite #: /144-g-4 - - Contact Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 pproved per applicable codes. n Corrections required prior to approval. COMMENTS: Inspector: j 4 /4 / -1 I Date: 100fte Hrs.: n $5 0.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Cc: & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 1, 2008 KA Project No. 066 -06316 RECEIVED CITY OF TUKWILA AUG 0 8 2008 ATTN: BUILDING DEPARTMENT MTM 6300 SovrHCENTER ® SS TUicwII A, WA 98188 RE: Final Letter Regarding: Westfield Mall Expansion — Security Office 633 Southcenter Blvd. Seattle, WA To Whom It May Concern: In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Proprietary Anchors (epoxy Reinforcing Steel) • Reinforced Concrete To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2006 International Building Code. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Westfield Corp. ANF & Assoc. BNBuilders. With Offices Serving The Western United States Permit No. D07 -197 922 - Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 Project Info Project Address INTERIOR RENOVATION - SODTBCENTER MALL Date 9/28/2007 633 Southcenter Parkway For Building Department Use FILE COPY No. Tukwila, WA 98188 -2888 Applicant Name: DLR Group Applicant Address: 901 5th AVE, Suite 700 Permit Applicant Phone: seattl•, 10► 98164 eimm.,i Proje Description j P Office COM? �r • ❑ New Building ❑ Additi a Alfe{atiorl • ,': ® flans nduc qd. t t� S � � .�v to crrc Refer to WSEC Section 1513 for controls and commissioning requiremerits. °' _. - ° - - . - • ,-' Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description ,,,,,,� -- Allowed Watts per ft "' Area in ft Allowed x Area First floor - °` ' D �'t," � A � 1.00 348.0 348.0 Mgt Office Qrst floor - Office COM? �r 1.00 184.0 184.0 Pilot Floor - CODE p n ` 2 92.0 73.6 qs / w Restroom 1�4rF t3�7 0.80 60.0 60.0 first floor - Storage � 0.50 61.0 30.5 2 2'x4' Recessed Fluorescent Light with (2) T5 28W lamp 2 60.0 120.0 Q , s A t Floor - Locker Room I t ' tau , 1 $ . uu 0.80 119.0 95.2 first floor - Dispatch Office 1.00 221.0 221.0 glee Floor - 105A Waiting Roam 0.80 110.0 88.0 " From Table 15-1 (over) - docum t tom ta,toirt;Y_fi -J A Total Allowed Watts 1040.3 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed First Floor - 2 Recessed Fluorescent Light with (2) SE 40W lamp 7 76.0 532.0 rat Floor - Yi 6 2'x4' Recessed Fluorescent Light with (2) T5 28W lamp q amp 3 60.0 180.0 first Floor - l 8 10" Surface mounted fixtrue with (2) CF13DD /E lamp 2 13.0 26.0 1 Floor - 2 2'x4' Recessed Fluorescent Light with (2) T5 28W lamp 1 60.0 60.0 first Floor - 1Q 4A 2'x4' Recessed Fluorescent Light with (2) T5 28W lamp 1 60.0 60.0 PFiirst Floor - 5 2'x4' Recessed Fluorescent Light with (2) T5 28W lamp 2 60.0 120.0 first Floor - 2'x4' Recessed Fluorescent Light with (2) T5 28W lamp g r� 1 60.0 60.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1038.0 -tnteribr Lighting Summary LTG -INT 2008 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Maximum Allowed Lighting Wattage 2006 Washington State Nonresidential Energy Code compliance form Proposed Lighting Wattage Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable the wattage of current limiting devices or of the transformer. (EC I I V E Li 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. poi -197 REVISIOMN011L OCT 10 2007 PERMIT CENTER Use' - LPA` (W /sf) Use' LPA` (W /sf) Automotive facility • 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations' 1.0 Cafeterias, fast food establishments', restaurants/bars' 1.3 Post office 1.1 Dormitory 1.0 Retain", retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia ", assembly spaces" 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference /exhibition hall•` 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers °Other I Qualification Checklist Lighting Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. Note: If occupancy type is "Other and Fixtures: fixture answer is checked, the number of (Section 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector fixtures in the space is not limited by Code. 1521) or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- Clearly indicate these spaces on plans. If tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. not qualified, do LPA Calculations. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 TABLE 15 -1 Unit LiQhtinq Power Allowance (LPA Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 1508 with full height partitions, a Unit Lighting Power Allowance of 1.10 w/ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free- standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. ^ ECEI fE r OCT 10 2007 PERMIT GENIE, Lighting, Motor, 2006 Washington State Nonresidential and Transformer Permit Plans Checklist LTG -CHK Energy Code Compliance Forms Revised July 2007 Project Address INTERIOR RENOVATION - SOUTHCENTER HALL I Date 9/28/2007 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) I Code Section Component Information Required Location on Plans Building Department Notes LIGHTING C ONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations E2.2 yes 1513.2 Area controls Maximum limit per switch E2.2 n.a. 1513.3 Daylight zone control Schedule with type and features, indicate locations n.a. vertical glazing Indicate vertical glazing on plans n.a. overhead glazing Indicate overhead glazing on plans n.a. 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location n.a. (a) timer w/backup Indicate location n.a. (b) photocell. Indicate location . 1513.6 Inter. auto shut -off Indicate location n.a. 1513.6.1 (a) occup. sensors Schedule with type and locations E2.2 n.a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans n. a. 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes I 1514 IMax. watts 'Indicate watts for each exit sign 1£2 .2 I LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture £4.1 n.a. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) n.a. ' 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I I TRANSFORMERS (Section 1540) n.a. ' 1540 'Transformers 'Indicate size and efficiency I I 2006 Washington State Nonresidential Energy Code Compliance 1-orm If "no" is circled for any question, provide explanation: RECEIVE OCT 10 2007 PERMIT CENTER Bill Rambo - Permit D07 -197, Revision #1 & 1 -b From: Bob Benedicto To: Bill Rambo Date: 10/09/2008 2:59 PM Subject: Permit D07 -197, Revision #1 & 1 -b RE: Revision #1 and 1 -b. Page 1 of 1 The above referenced revisions to Permit D07 -197 are no longer relevant. The original correction was resolved by an alternate method proposed by Westfield and approved by the Fire Department. The acceptance testing was approved by the Fire Department and the permit was given fmal inspection approval by Building. You may discard the revision submittals and close this file. file : / /C: \temp\XPGrpWise \48EE 1 C4Atuk- mail6300 -po 1001367538110C41 \GW } 00001.... 10/09/2008 January 15, 2008 Don Tomaso, Fire Marshal Tukwila Fire Department 444 Andover Park East Tukwila, Washington 98188 RE: Westfield Southcenter Existing Mall Renovation Permit Application #D07 -197 Westfield Southcenter 633 Southcenter Mall Tukwila, Washington Dear Mr. Tomaso, Westfield understands that the Tukwila Fire Department is requiring the means of egress lighting system in the existing mall to be on emergency power. These areas include common public areas and service corridors. Existing interior tenant spaces and anchor tenant buildings will not be included in this upgrade. The construction of these upgrades to the existing lighting systems will be completed prior to the opening of the new mall expansion. These improvements are currently being designed under a design -build contract with SeaTac Electric, and will be submitted to the city for plan review and approval under its own permit application. Westfield therefore requests that the city issue the renovation building permit for the existing mall exclusive of these upgrades to the existing lighting system, with the understanding that the installation of these upgrades will be in place prior to the opening of the new mall expansion. Sincerely, gir"± Ray Marter Technical Director of Design Westfield Southcenter cc: Bob Benedicto, Building Official City of Tukwila Page 1 of 1 /,)Q i-1 %7 West/Ic/if December 11, 2007 Lito T. Panida DLR Group 901 Fifth Ave, Ste 700 Seattle WA 98164 RE: Request for Permit Application Extension Development Permit Application No. D07 -197 Mechanical Permit Application No. M07 -126 Westfield Mall Interior Rennovation — 633 Southcenter Mall Dear Mr. Panida: This letter is in response to your written request for an extension to Permit Application Nos. D07 -197 and M07 -126. The Building Official has reviewed your letter and considered your request to extend the above referenced permit applications. The City of Tukwila Building Division will be extending the expiration date of your permit applications for an additional 90 days from the original application expiration date (through March 1, 2008) as requested. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, . fer Marshall it Technician City of Tukwila File: Permit No. D07 -197 & M07 -126 P:\Pennit CenteAExtension Letters\Pennit Applications \2007\D07 -197+ Application Extension.doc ]am Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 November 29, 2007 Mr. Bob Benedicto City of Tukwila Department of Community Development Building Department 6300 Southcenter Blvd., Suite 100 Tukwila, Washington 98188 -2544 RE: Permit Application No. D07 -197 Permit Application No. M07 -126 Dear Mr. Bob Benedicto: I am responding to your letter dated 11 -06 -2007 regarding the building permit application No. D07 -197, M07 -126, and we have resubmitted a revised building permit application in lieu of the original permit application back in 10-10 -2007. As of today we are still awaiting for your review and approval for the revised resubmitted building permit application. In the event that the application is not approve within the required 180 days review process we are request for a review extension for the building application mention above. Please call me if you have any questions or require addition information about the project. Sincerely, DLL Group /S• to T. Panida Project Manager, Associate AIA Q �o ex7ND qo v,4y5 i !2 -io - 07 Seattle Chicago Colorado Springs Denver Des Moines Honolulu Kansas City Minneapolis Omaha Orlando Philadelphia Phoenix Portland Sacramento ol DLR Grou Architecture Engineering Planning Interiors 901 Fifth Avenue Suite 700 Seattle, WA 98164 tel 206/461 -6000 fax 206/461 -6049 www.dlrgroup.com CITY O F TincwILA NOV 2 2007 PEW1TCElyl p November 28, 2007 Moira Carr Bradshaw, Senior Planner City of Tukwila Department of Community Development Planning Disision 6300 Southcenter Blvd., Suite 100 Tukwila, WA. 98188 -2544 RE: Permit Application No. D07 -197 Dear Moira: I am responding to your letter dated 11 -7 -2007 regarding the correction letter #1 to Revision #1. 1. Sheet A1.5 Partial police Sub - Station Floor Plan. Please relocate the inner office door to the east wall in the north east corner. Response: Comply see revised drawing sheet A1.5 & D1.Al2 & E2.2. 2. Sheet A.2.7 Police Sub - Station Reflected Ceiling Plan FYI installation of barrier along perimeter of space from ceiling cavity will be needed. Response: Comply we have provided full height drywall to extend to the underside of the existing structure refer to original sheet A2.7. 3. Sheet E1.3 Police Sub - Station Power and Systems Plan Clarify the power system notation 3,5,7,9. Provide adequate power along all walls. Response: Comply see revised drawings sheet E1.3 & ES1.0. Please call me if you have any questions or require addition information about the project. Sincerely, DLR Group Lito T. Panida Project Manager, Associate AIA CORRECTION REVISION N0. Seattle Chicago Colorado Springs Denver Des Moines Honolulu Kansas City Minneapolis Omaha Orlando Philadelphia Phoenix Portland Sacramento DLR Group Architecture Engineering Planning Interiors 901 Fifth Avenue Suite 700 Seattle, WA 98164 tel 206/461 -6000 fax 206/461 -6049 www.dlrgroup.com ECEivEF NOV 19 2007 _JERMIT CENTE Act.4ek 4o t ,okik T rev; St WFCC November 26, 2007 Mr. Dave Larson, Senior Plan Examiner City of Tukwila Department of Community Development Building Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA. 98188 -2544 RE: Permit Application No. D07 -197 Dear Dave: I am responding to your letter dated 11 -15 -2007 regarding the correction letter #1 to Revision #1. 1. Plans have been submitted using 2003 IBC. If submitted to this office after July 1 the 2006 IBC applies. Please show appropriate codes on plans and update as necessary if codes changes affect scope. Response: Comply we will change to 2006 IBC see revised sheet G0.2. 2. Where lighting is changed in mall areas, such as Macy's court area, will emergency lighting be affected or does it not exist. Please include proposed emergency lighting scope. Response: Comply we reuse the existing lighting circuits for each new column light in Macy's court. No emergency circuits were used for these column lights. The existing emergency lighting in this area was not affected by our project. 3. Please provide scope of items to have special inspection per section 1705 of the 2006 IBC. Response: See revised special inspection requirements of Sheet SO.1 attached. 4. Deferred submittals need prior approval from the building official. The grouted piles need to be installed before cutting the structural slab in Macy's court area. I would think it might be better to delete this scope of work from plan, and submit as a revision later when soils and structural information is ready. If structural and soils information is complete, please include. Response: Geotechnical engineering and pile design are not complete at this time. Will submit to building official as a deferred submittal a sealed engineering report and pile design reviewed by our office for compliance if approved. 5. Restroom details on sheet A4.0 do not show vertical grab bar required by current code. Response: Comply see revised sheet 4.0 detail Please call me if you have any questions or require addition information about the project. Sincerely, DLIj'Group REVISION NO. _ 1 Lito T. Panida Project Manager, Associate AIA Seattle Chicago Colorado Springs Denver Des Moines Honolulu Kansas City Minneapolis Omaha Orlando Philadelphia Phoenix Portland Sacramento DLR Group Architecture Engineering Planning Interiors 901 Fifth Avenue Suite 700 Seattle, WA 98164 tel 206/461 -6000 fax 206/461 -6049 www.dlrgroup.com CORRECTION LTR# NOV 19 2007 ERMl (" CENTE -. November 26, 2007 Moira Carr Bradshaw, Senior Planner City of Tukwila Department of Community Development Planning Disision 6300 Southcenter Blvd., Suite 100 Tukwila, WA. 98188 -2544 RE: Permit Application No. D07 -197 Dear Moira: I am responding to your letter dated 11 -14 -2007 regarding the correction letter #1 to Revision #1. 1. The exterior entry modifications must go through design review. Please prepare a minor modification submittal, include a letter explaining the changes and how they relate to the original BAR application, the scope and degree of the changes. Include with your submittal a color and materials board and a colored elevation or rendering. This will be minor modification #3. Response: Delete the entire BAR for the scope of this project we will be doing only interior improvements. Please call me if you have any questions or require addition information about the project. Sincerely, DLR Group Lito T. Panida Project Manager, Associate AIA Seattle Chicago Colorado Springs Denver Des Moines Honolulu Kansas City Minneapolis Omaha Orlando Philadelphia Phoenix Portland Sacramento DLR Group Architecture Engineering Planning Interiors 901 Fifth Avenue Suite 700 Seattle, WA 98164 tel 206/461 -6000 fax 206/461 -6049 www.dlrgroup.com CORRECTION Nov 19 1001 PERMIT CENTEi- To: Permit Division Interdepartmental Memorandum From: Moira Can Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us Date: 7 November 2007 Subject: D07- 197 — Mall Renovation Project Sheet A1.5 — Partial Police Sub - Station Floor Plan Please relocate the inner office door to the east wall in the north east corner. Sheet A.2.7 Police Sub - Station Reflected Ceiling Plan FYI — installation of barrier along perimeter of space from ceiling cavity will be needed. Sheet E1.3 — Police Sub - Station Power and Systems Plan Clarify the power system notation, 3, 5, 7, 9. Provide adequate power along all walls. Provide a conduit in trench under common mall area (Sheet S1.2 ) A nonpenetrable conduit from "communication room" to sub - station will be needed, utilizing the trench across common mall area. Copy Donald Lincoln Mary Miotke \ \Tuk2 \vol3\HOME\MOIRA\mall\D07 -197 mall renovation.doc REVISION NO CORRECTION LTR# gzECE!VE NOV 19 2007 PERMIT CENTEE November 15, 2007 Lito Panida DLR Group Inc. 900 Fourth Ave, Ste 700 Seattle WA 98164 city of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 to REVISION #1 Development Permit Application Number D07 -197 Westfield Mall Interior Renovation — 633 Southcenter Mall Steven M. Mullet, Mayor Dear Mr. Panida, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Planning Department: Moira Carr Bradshaw at 206 431 -3651 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincer ifer M •• shall 't Technician enc File No. D07 -197 P:\Permit Center\Correction Letters \2007\D07 -197 Corr Ur #1 to Rev #1.DOC jem �s znn Cntrfhrnnlvr Rnnlon Ct,ito *inn • T,,LLuiila Wachinotnn OR1RR • Phnno• 71/S -4 1 -VR7n • Par. 2nh -4 1 -%SiSS Building Division Review Memo Date: November 5, 2007 Project Name: Southcenter Mall Entry Renovation Permit #: D07 -197 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 lx17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Plans have been submitted using 2003 IBC. If submitted to this office after July 1s 2007, the 2006 IBC applies. Please show appropriate codes on plans and update as necessary if codes changes affect scope. 2. Where lighting is changed in mall areas, such as Macy's court area, will emergency lighting be affected or does it not exist. Please include proposed emergency lighting scope. 3. Please provide scope of items to have special inspection per section 1705 of the 2006 IBC. 4. Deferred submittals need prior approval from the building official. The grouted piles need to be installed before cutting the structural slab in Macy's court area. I would think it might be better to delete this scope of work from plan, and submit as a revision later when soils and structural information is ready. If structural and soils information is complete, please include. 5. Restroom details on sheet A4.0 do not show vertical grab bar required by current code. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Date: 14 November 2007 Subject: D07 -197 Interdepartmental Memorandum From: Moira Carr Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us The exterior entry modifications must go through design review. Please prepare a minor modification submittal, include a letter explaining the changes and how they relate to the original BAR application, the scope and degree of the changes. Include with your submittal a color and materials board and a colored elevation or rendering. This will be minor modification #3. Q:\ma11\D07 -197 entrymodification.doc 11 -06 -2007 LITO T PANDA DLR GROUP 900 4TH AVE SEATTLE WA 98164 RE: Permit Application No. D07 -197 633 SOUTHCENTER MALL TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 06/05/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 12/02/2007 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 12/02/2007. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: fer Marshall 't Technician Permit File No. D07 -197 Cizy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 Reid iddleton July 5, 2007 File No. 262007.005/01201 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Reviews First Submittal Southcenter Mall Renovation (D07 -197) Dear Mr. Benedicto: RECEIVED JUL 0 6 20011 DEVELOPMENT We reviewed the proposed project for compliance with the structural provisions of the 2003 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant should address the comments below. Note that the "WSxx" code references are to Washington State Amendments of the applicable code. Responses to the review comments below should be made in an itemized letter form. We recommend the permit applicant have the structural engineer respond and resubmit two sets of the revised structural drawings and one copy of the supplemental structural calculations for additional review. All information should be submitted directly to Reid Middleton, Inc. Geotechnical 1. Special inspections by a geotechnical engineer should be provided. See IBC Sections 1704.7 and 1802. The following is a summary: a. b. c. d. e. Architectural Site excavation and grading. Installation of pressure - grouted piles. Verification of pressure - grouted pile capacities. Placement of structural fill and soil compaction. Verification of soil - bearing capacity at the canopy footings. 2. We were not provided with a copy of the geotechnical report for this project and the identity of the geotechnical engineer of record has not been made known to us. Refer to the architectural comments below for further information. 1. The structural drawings propose the installation of pressure grouted piles but are deferring the submittal of design drawing til a later date. We don't agree that these design drawings should be deferred. sign drawings for the piles should be submitted to enable review of the project d wings. Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 Mr. Bob Benedicto, Building Official City of Tukwila July 5, 2007 File No. 262007.005/01201 Page 2 2. We were not provided with a copy of the geotechnical report for this project. The geotechnical report should be submitted to enable review of the foundation design. 3. The geotechnical engineer for the Westfield Shoppingtown Southcenter Expansion is Shannon and Wilson. Are we correct in assuming that Shannon and Wilson will also be the geotechnical engineer for this project? Please verify. Structural 1. Structural special inspections by qualified special inspectors should be provided. See IBC Sections 1704 and 1707. The following is a summary: a. Construction of pressure - grouted piles: Continuous, see also Section 1704.8. b. Concrete placement at concrete construction: Continuous, see also Section 1704.4. c. Reinforcement at concrete construction: Periodic, see also Section 1704.4. d. Anchor bolts /rods at concrete foundation: Continuous, see also Sections 1704.4 and 1707.1. e. Installation of concrete adhesive anchors: Continuous, see also Section 1704.13. f. Adhesive installation of concrete reinforcement: Continuous, see also Section 1704.13. g. Fabrication and erection of structural steel: Periodic, see also Section 1704.3. h. Structural welding of structural steel for single -pass fillet welds (maximum 5/16 - inch): Periodic, see also Section 1704.3. i. Structural welding of structural steel, other than single -pass fillet welds (maximum 5/16- inch), where applicable: Continuous, see also Section 1704.3. j. High - strength bolting of structural steel other than slip - critical: Periodic, see also Section 1704.3. k. High - strength bolting of structural steel, slip - critical, where applicable: Continuous, see also IBC Section 1704.3, Section M5.4 of the AISC Specification (AISC -LRFD or AISC -ASD), and RCSC Section 9.3. 2. The reference to Simpson Wedge -All concrete anchors at Section 1 of the structural notes on post - installed anchors, Sheet S0.1, should be deleted. The ICC -ES evaluation report qualifying their use has been canceled. We recommend specifying Hilti Kwik -Bolt TZ (ESR -1917) or Simpson Strong -Bolt (ESR- 1771). See www.icc- es.org for further information. Reid iddleton Mr. Bob Benedicto, Building Official City of Tukwila July 5, 2007 File No. 262007.005/01201 Page 3 3. References to several ICC -ES evaluation reports in the section of the structural notes on post - installed anchors, Sheet S0.1, should be revised as noted below. They have been replaced by more current standards. See www.icc- es.org for further information. a. Powers Wedge Bolt. ER -5788 has been replaced by ESR -1678. b. Simpson Titen. ER -5794 has been replaced by ICC -ES ESR -1056. 4. Concrete footings are apparently proposed for the support of the west canopy, Sheet S5.1. A foundation plan for these footings does not appear to be included in the drawings. A foundation plan should be added to the drawings for review. See IBC Section 106.1. 5. The calculations do not appear to consider the design of the proposed footings at the west canopy or the capacity of the existing foundation to support the additional design loads at the north and east canopies. Substantiating data should be submitted verifying structural adequacy. Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Building Code as it relates to the project. If you have any questions or need additional clarification, please contact us. Sincerely, Middleton, In Rei ,I, P lip Br. ' il, P.E., S.E. Corbin ITammer, P.E. nior Engineer Project Engineer cc: Lito Panida, DLR Group (by surface mail) dop:\ doc\ 26\ planrevw \tukwila \07 \t012r1.doc \prb Y'G l a i3)) I Reid iddleton June 8, 2007 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Southcenter Mall Renovation — D07 -197 633 Southcenter Mall Dear Mr. Swanson: city of Tukwila Department of Community Development Steve Lancaster, Director Please review the enclosed plans and documents for structural compliance with the 2003 International Building Code. If you should have any questions, please feel free to contact Brenda Holt at (206)431 -3672. Sincerely, encl arshall rmit chnician Ak tv4x xc: Permit File No. D07 -197 Steven M. Mullet, Mayor PAPemiit CenteiSiructural Review\D07 -197 Structural Review.DOC Page 1 of 1 bh 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -197 DATE: 11 - -07 PROJECT NAME: SOUTHCENTER MALL ENTRY RENOVATION SITE ADDRESS: 633 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 'I Before Permit Issued DEPARTMENTS: BuikTing Dial Fire Prevention ❑ Pl�nni Di4isi Public Works ❑ Structural ❑ Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) 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 ROUTING: Please Route Documents/routing slip.doc 2 -28-02 Structural Review Required DUE DATE: 11 -20 -07 Not Applicable ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12 -18 -07 Approved ❑ Approved with Conditions al Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -197 DATE: 10 -10 -07 PROJECT NAME: SOUTHCENTER MALL ENTRY RENOVATION SITE ADDRESS: 633 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 Before Permit Issued DEPARTMENTS: Qt Building !vision Public Works NOV i (,eJ TUES/THURS RQUTING: Please Route Documents/routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Structural Review Required I colk-? Fire Prevention Structural Complete Incomplete ❑ Permit Center Use Only '� CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping REVIEWER'S INITIALS: P1a � ii'ing Dl f v l si I I Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-16 -07k Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: DUE DATE: 11 -13 -07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: PW ❑ Staff Initials:: pEPARTMENTS:i , , Building io Divisn �� c�C ublic Works Complete Please Route Documents/routing slip.doc 2-28-02 1 ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -197 DATE: 06 -05 -07 PROJECT NAME: SOUTHCENTER MALL ENTRY RENOVATION SITE ADDRESS: 633 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued 511 klio I1/ Fire Prevention Structural DETERMINATION 0 COMPLETENESS: (Tues., Thurs.) DUE DATE: 06 -07.07 TUES/THURS RO TING: APPROVALS OR CORRECTIONS: Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required REVIEWER'S INITIALS: DATE: a _meh, tlfAm Pranning Division Permit Coordinator Not Applicable No further Review Required a DUE DATE: 07 -OrJ 7 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: C Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INI S ISSUED DATE STAFF INITIALS I J0- iO - O7 � Summary of Revision: e CIUC (V ,SC r')(4 04 tQOrIC., 4 j view ',pis o 14 t Received by: y Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: .rru}4ce►ni-edwvwl -PERMIT NO: " d �� lG 1 SITE ADDRESS: V 31, .Sn b^ ORIGINAL ISSUE DATE: REVISION LOG (please print) (please print) (please print) (please print) (please print) City of Tukwila \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us ❑ Response to Incomplete Letter # ® Response to Correction Letter # ❑ Revision # after Permit is Issued Date: 11 I I a l 2/0 Plan Check/Permit Number: C>01 I ell Steven M Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: tth5i 15l.t) 1l'J1 4or2 , ReN-Ov#mo t Project Address: Cr 1 9 4 2 Aru. P, u -Vjiz.`f Contact Person: L Ito - T. 'At l∎ ■ Phone Number: 674)(•) dkel. fe O o O Summary of Revision: ArTIAC Oen l T1ts'K- RECFNFD CITY OF TUKWILA NOV 19 20071 PTRM±s ('a RTEF Sheet Number(s): "Cloud" or highlight all areas of revision including date rev • ion Received at the City of Tukwila Permit Center by: 'RI Entered in Permits Plus on W-0-01 City of Tukwila REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. - Plan Check/Permit Number: (7 - la1 4 1' Date: to -1- ?,o 01 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # slier Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: WL3Tl ivuo 51'I:}et-'l)i1. t (01 iZ6t- 1.04//hTtOL(, Project Address: GV7 cosArt}C.eaTI IZ.. PA.-am-WA-1 Contact Person: LAM T. •4Lc A Phone Number: 2.eG - 4.4ot -CsgObO ;p GRo1 tat- Summary of Revitsio 4 5r-''PG- OF Wo IS LIM tTVO Ta tt%) .4 VL fL a/p fot-1 4 j �[tz'1p ?'QR.i - (M�1�'0111c"�lL�lrlis 'Co �Xi f11 6 klad1_, %.112.1 f cc 5.1,46 - 1o11 ot'f tC ' c;7.4.-G { IA5V4 12-e 'rLOoltt, 4 t SeleuLAD k l *Me- /4 FMK-- moo TrUNT f Fy tt to T ,04r lac) en no 4.1 Sheet Number(s): SEW SOTS c J )14PAADII.I.G "Cloud" or highlight all areas of revision including date of revision e-- Q - ;ja, Received at the City of Tukwila Permit Center by: M 'fa' Entered in Permits Plus on (0-- (0-07 \applications\forms- applications on line'revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director CITY OF T11KWQUi OCT 10 70071 Business Owner Information Name Role Effective Date Expiration Date BASTIAN, BRAD PRESIDENT 05/23/2001 NIELSEN, JEFF VICE PRESIDENT 05/23/2001 Look Up a Contractor, Electri 'an or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License Licensee Name Licensee Type UBI Ind. Ins. Account Id Business Type Address 1 Address 2 City County State Zip Phone Status Specialty 1 Specialty 2 Effective Date Expiration Date Suspend Date Separation Date Parent Company Previous License Next License Associated License BNBUII *990K3 B N BUILDERS INC CONSTRUCTION CONTRACTOR 602056687 CORPORATION 2601 4TH AVE STE 350 SEATTLE KING WA 98121 2067180960 ACTIVE GENERAL UNUSED 5/23/2001 9/12/2009 BASTINB0000J PURODSI984JN Bond Information Bond #3 Bond Company Name TRAVELERS CAS & SURETY CO Bond Account Number 103355900 Effective Date 08/30/2001 Expiration Date Until Cancelled Cancel Date Impaired Date Bond Amount $12,000.00 Received Date 09/06/2001 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= BNBUII *990K3 02/07/2008 GENERAL G0.0 COVER SHEET AND SHEET INDEX G0.1 SYMBOLS AND ABBREVIATIONS G0.2 GENERAL NOTES AND CODE STUDY G1.0 OVERALL ARCHITECTURAL EXISTING SITE PLAN OPO.O ORIENTATION PLAN ARCHITECTURAL D1.A1 D1.A2 D1.A3 D1.A4 A1.0 A1.1 A1.2 A1.3 A1.4 A1.5 A2.0 A2.1 A2.2 A2.3 A2.4 A2.5 A2.6 A2.7 A3.0 A4.0 DEMOLITION AT MACY'S COURT FLOOR PLAN DEMOLITION MACY'S SECURITY OFFICE FLOOR PLAN DEMOLITION MACY'S COURT RCP DEMOLITION SECURITY OFFICE RCP PARTIAL SEAR'S COURT FLOOR PLAN PARTIAL WEST ENTRY FLOOR PLAN PARTIAL MACY'S COURT FLOOR PLAN PARTIAL NORTH ENTRY FLOOR PLAN PARTIAL EAST ENTRY FLOOR PLAN PARTIAL NE V POLICE SUB-STATION FLOOR PLAN OVERALL Rg P PARTIAL SEAR'S COURT RCP WEST ENTRY REFLECTED CEILING PLAN MACY'S COURT REFLECTED CEILING PLAN NORTH ENTRY REFLECTED CEILING PLAN PARTIAL EAST ENTRY & JCPENNEY COURT RCP SECONDARY CONCOURSE RCP NEW POLICE SUB - STATION RCP DETAILS INTERIOR ELEVATION AND FINISH SCHEDULE STRUCTURAL Sal GENERAL STRUCTURAL NOTES S1.2 MACY'S COURT FOUNDATION PLAN S3.1 TYPICAL FOUNDATION DETAILS MECHANICAL/PLUMBING M0.0 LEGEND, ABBREVIATIONS, NOTES & SHT INDEX M1.1 MECHANICAL PLAN - CONCOURSE AREA --B M1.2 MECHANICAL* PLAN - NEW POLICE SUB - STATION M1.3 PLUMBING FLOOR PLAN - NEW POLICE SUB-STATION M2.1 MECHANICAL SCHEDULES & DETAILS ELECTRICAL SOUTHCENTER MALL INTERIOR RENOVATION 633 SOUTHCENTE PARKWAY TUKWILA, WA 981:: -2888 INDEX OF DRAWINGS E0.1 ELECTRICAL SYMBOL ABBREVIATIONS ES1.0 ELECTRICAL SITE PLAN D1.E1 DEMOLITION AT MACY'S COURT POWER AND SYSTEMS PLAN D1.E2 DEMOLITION SECURITY OFFICE POWER AND SYSTEMS PLAN D1.E3 DEMOLITION MACY'S COURT LIGHTING PLAN D1.E4 DEMOLITION SECURITY OFFICE LIGHTING PLAN E1.1 PARTIAL WEST ENTRY POWER PLAN E1.2 PARTIAL MACY'S COURT POWER AND SYSTEMS PLAN E1.3 NEW POLICE SUB - STATION POWER AND SYSTEMS PLAN E1.4 PARTIAL NORTH MALL POWER PLAN E1.5 PARTIAL EAST MALL POWER PLAN E1.6 PARTIAL SOUTHWEST MALL POWER PLAN E2.1 PARTIAL MACY'S COURT LIGHTING PLAN E2.2 NEW POLICE SUB - STATION LIGHTING PLAN E3.1 EXISTING LANDLORD POWER DISTRIBUTION ONE -LINE DIAGRAM E3.2 EXISTING WEST TENANT POWER DISTRIBUTION ONE -LINE DIAGRAM E4.1 SCHEDULES ID/ CONSTRUCTION SET 10 -1 -2007 SUMMARY OF WORK VICINITY MAP THE WORK INCLUDES THE FOLLOWING: (INTERIOR REMODEL OF THE EXISTING SOUTHCENTER MALL IN SELECTED INTERIOR AREA, TUKWILA, WASHINGTON. CONSTRUCTION WILL INCLUDE THE FOLLOWING ELEMENTS: REMODEL EXISTING SELECTED INTERIOR AREA MACY'S COURT AREA MODIFICATION TO EXISTING COLUMNS REMOVAL OF EXISTING CIRCULAR DISH AT EXISTING COLUMNS AND MECHANICAL AND ELECTRICAL WORK TO SUPPORT THE CONSTRUCTION SELECTED AREA. INTERIOR WORK IS LIMITED TO NEW FLOORING, CEILINGS, AND NEW PAINTING. AND NEW COLUMN TREATMENT AT MACY'S COURT. NEW CEILING TREATMENT AT NEW POLICE SUB- STATION. ALL AS INDICATED ON THE DRAWINGS. PROJECT LOCATION 6 [09101.41116 - Pcy nanu. twee wuahs of Pit'G -iv 6e whivrttia, uMdw (woke- tvna 4erit q�tishlY� mw._ And con* ekd1;r1 OY ofaA^ n9 0{ neH1 ma- e'Fpabt 17,v 4A) A&vh4A Baked i•s•2oos PROJECT SUMMARY OWNER WESTFIELD CORPORATION, INC. 11601 WILDHIRE BOULEVARD, 12TH FLOOR LOS ANGELES, CALIFORNIA 90025 T: 206.802.6076 F: 206.246.2856 C: MIKK SEPP E: MSEPP@WESTFIELD.COM ARCHITECTURAL DLR GROUP, INC. 900 FOURTH AVENUE, SUITE SEATTLE, WA 98164 T: 206.461.6000 F: 206.461.6049 C: LITO T. PAN I DA E: LPANIDA@DLRGROUP.COM STRUCTU RAL DLR GROUP 900 FOURTH AVENUE, SUITE 700 SEATTLE, WA 98164 T: 206.461.6000 F: 206.461.6049 C: DAN MUNN, P.E. E: DMUNN @DLRGROUP.COM FOR i lec hanical t � EreSiC c N Plumbing Gas piping G'`Y ° 0i\1S1 ali.:i)ii t PROJECT TEAM erftervn wa . ; NO Peis3 rts, submittal ant may n3i it e aUv:t na plan review fees. BY MECHANICAL DLR GROUP 900 FOURTH AVENUE, SUITE 700 SEATTLE, WA 98164 T: 206.461.6000 F: 206.461.6049 C: ISSA QUANDEEL E: IQUANDEEL@DLRGROUP.COM ELECTRICAL DLR GROUP 700 900 FOURTH AVENUE, SUITE 700 SEATTLE, WA 98164 T: 206.461.6000 F: 206.461.6049 C: OANA STEPHENS E: OSTEPHENS@DLRGROUP.COM FILE COPY ft Nos Plan review approval Is subject to eerOIs and omissions. Approvai of construction documents does noteuthodze the violation of any adopted code or ordinance. Receipt of approved Field Cody ands is admowled city of Tukwila BUILDING DIVISION tvqtr-) g C'CiM CCU p P. ` DO1 1d1 7 RE VISION NO IL RECEWED OCT 10 2007 PERMIT CENTER Z 0 H O z w 0 x Q: ow F. Z W Lil 2 Q (40 2 0 Q W w Z wW = U cn = D oO 0 (/) O O 0 0 0 c 1:125 2 a) U C:1 O L U 0 0 I. Cn *v 0 U U N "0 Q ▪ 'c a l N d 0 n N. 0 N 0 v 2 N � a .:J u) ABBREVIATIONS A/C AIR CONDITIONING(ER) E EAST JAN A AMP AMPERE EA EACH JB A COMPRESSED AIR EA EXHAUST AIR JCT AAP AREA ALARM PANEL EAT ENTERING AIR TEMPERATURE JST AAV AUTOMATIC AIR VENT EB EXPANSION BOLT JFB AB ANCHOR BOLT EC ELECTRICAL CONTRACTOR JT ABS ACRYLONITRILE- BUTADIENE - STYRENE EDH ELECTRIC DUCT HEATER AC ACOUSTICAL CEILING EE EACH END KCJ AC ALTERNATING CURRENT EER ENERGY EFFICIENCY RATIO KCP ACC AR COOLED CONDENSER EEW EMERGENCY EYEWASH KD ACCU AR COOLED CONDENSING UNIT EEWS EMERGENCY EYEWASH /SHOWER KH ACM ALUMINUM COMPOSITE MATERIAL EF EACH FACE KHE ACST ACOUSTIC EF EXHAUST FAN KHS AD ACCESS DOOR . ._ EFF EFFICIENCY KIT AD AREA DRAIN EH ELECTRICAL HEATER KO ADDN ADDITION OR ADDITIONAL LIES EXTERIOR INSULATION AND FINISH SYSTEM KS ADJ ADJUSTABLE EJ EXPANSION JOINT KV ADJT ADJACENT EL ELEVATION KVA ADMIN ADMINISTRATION ELAS ELASTOMERIC KVAR AF AIR FILTER ELEC ELECTRIC(AL) KW AFF ABOVE FINISH FLOOR ELEV ELEVATOR KWH AHJ AUTHORITY HAVING JURISDICTION EMER EMERGENCY AHU '.. AIR HANDLING UNIT EMD ESTIMATED MAXIMUM DEMAND L Al AREA INLET EMT ELECTRICAL METAWC TUBING L ALT ALTERNATE EMV EMERGENCY MIXING VALVE LA ALUM ALUMINUM ENCL ENCLOSURE LAB AMB AMBIENT ENTR ENTRANCE LAM ANCH ANCHOR EOMD END OF MAIN DRIP LAT AP ACCESS PANEL EP ELECTRO- PNEUMATIC LAV APC ACOUSTICAL PANEL CEILING EP EXPLOSION PROOF • LB APPROX APPROXIMATE EPO EMERGENCY POWER OFF LBR AR ACID RESISTING ERF EPDXY RESIN FLOORING LBS ARCH ARCHITECTURAL EQ EQUAL LDG ASB ASBESTOS EQUIP EQUIPMENT LF ASPH ASPHALT ER EXHAUST REGISTER LG AUTO AUTOMATIC ES EMERGENCY SHOWER UN AV ACID VENT ES EXTRA STRONG LINO AV AIR VENT. ESP EXTERNAL STATIC PRESSURE LKR AV AVERAGE EST ESTIMATE LL AW ACID WASTE ET EXPANSION TANK LLH AWG AMERICAN WIRE GAUGE. EW EACH WAY LLV AWP ACOUSTICAL WALL PANEL EWC ELECTRIC WATER COOLER LOC EWH ELECTRIC WATER HEATER. LONG B to B ' BACK TO BACK EWT ENTERING' WATER TEMPERATURE LOX BBO BOILER BLOW OFF EXC EXCAVATE LPG BC BALANCING COCK EXH EXHAUST ' . LPR BCMU BURNISHED CONCRETE MASONRY UNIT EXIST EXISTING • , LPS BD BOARD EXP EXPANSION LR BD BACK DRAFT DAMPER EXP EXPOSED LS BET BETWEEN EXPL EXPLOSION LSC BFP BACKFLOW PREVENTOR EXT EXTERIOR LT BFR BELOW FLOOR • LTD BF BOILER FEED F FAHRENHEIT LTG BFV BUTTERFLY VALVE F FIRE UNE LV BHP BREAK HORSE POWER F FURNACE LV BKR BREAKER - • FA FIRE ALARM LW EL BUILDING LINE.-- FA FRESH AIR . LWT BLDG BUILDING FAB FABRICATED . ELK BLOCK FB FACE .BRICK • M BLKG BLOCKING FC FOOT CANDLE MA - BLKHD • BULKHEAD FCMU FLUTED CONCRETE MASONRY UNIT MA BM BEAM FCO FLOOR CLEAN OUT MAC BM BENCH MARK ECU FAN COIL UNIT MAO ROD •BOTTOM OF DUCT FD FIRE DAMPER MAINT BOF BOTTOM OF FOOTING FD FLOOR DRAIN • MAN BOTT BOTTOM FOC FIRE DEPARTMENT CONNECTION MAS BRDG BRIDGING FDN FOUNDATION MAIL ORG. BEARING FDR FEEDER . ' • MAU BRKT BRACKET FE FIRE EXTINGUISHER MAV BSMT BASEMENT FEC • FIRE EXTINGUISHER CABINET , MAX BT BATH TUB FF FINISH FLOOR MB BTU BRITISH THERMAL UNIT FH FILTER HOUSING MB BTUH BRITISH THERMAL UNIT PER HOUR FH FIRE HYDRANT MBD BUR BUILT UP ROOFING FHC FIRE HOSE CABINET - MBH ' BV BALL VALVE AG FIGURE MBTUH FIN FINISH MC C CONDENSER WATER FIX FIXTURE_ MC C CONDUIT FL FLOOR MCA CA COMBUSTION AIR • FLASH FLASHING MCB CAB CABINET FLEX FLEXIBLE MCM CANT CANTILEVER FLUOR FLUORESCENT MD CAP CAPACITY ' FIG FLOORING MDO CAS CASING FLM FULL LENGTH MIRROR ' MECH• ' - CBD CHALKBOARD FM FACTORY MUTUAL MEMB CD CONDENSATE DRAIN FM FIRE MAIN MET CCTV CLOSED CIRCUIT TELEVISION FME FLOW MEASURING EQUIPMENT MEZZ CE COVER ELEVATION FO FACE OF MFR CEM CEMENT FO FINISH OPENING MFRG CENT CENTRIFUGAL FOC FACE OF CONCRETE MG CER CERAMIC FOF FACE OF FINISH MH CF CUBIC FEET FOF FUEL OIL FILL MH CFH CUBIC FEET PER HOUR FOM FACE OF MASONRY MN CFM CUBIC FEET PER MINUTE FOR FUEL OIL .RETURN MIN CG CORNER GUARD FOS FACE OF STUD MISC CH CHANNEL FOS FUEL OIL SUPPLY ML CI CAST IRON FOV FUEL OIL VENT MLDG CI CURB INLET FOW FACE OF WALL MLO CIP CAST IN PLACE FP FIREPROOFING MLWK CIP CAST IRON PIPE FPD FIRE PUMP DISCHARGE MO CIRC CIRCULATING FPM FEET PER MINUTE MPG CJ CONTROL JOINT FR FIRE RESISTIVE MPR CJA CONTROL JOINT ABOVE FR FRAME MPS CKT CIRCUIT FS FLOOR SINK MR CKT BK CIRCUIT BREAKER FS FLOW SWITCH MR /S CL CENTERLINE FSD FIRE /SMOKE DAMPER MS CL CIRCUIT LINE FSS FOLDING SHOWER SEAT MID CLG CEILING FT FEET (FOOT) MTG CLOS CLOSET FT FIN TUBE . MTh CLR CLEAR FT FLOW TRANSMITTER MTWR CM CEILING MOUNTED FTG FOOTING MTWS CMP CORRUGATED METAL PIPE FUT FUTURE MUL CMU CONCRETE MASONRY UNIT FVC FIRE VALVE CABINET MV CO CLEAN OUT FWC' FABRIC WALL COVERING MV CO CONDUIT ONLY CO2 CARBON DIOXIDE G GRILLE N COL COLUMN G NATURAL GAS N COM COMMON GA GAUGE N20 COMB COMBINATION GAL GALLON N/A COMM COMMUNICATIONS GALV GALVANIZED NC COMP COMPOSITE GB GRAB BAR NC COMP COMPRESSOR UNIT GC GENERAL CONTRACTOR NC COMPR COMPRESSIBLE GCO GRADE CLEAN OUT NEC CONC CONCRETE GCMU GLAZED CONCRETE MASONRY UNIT NEMA CONE CONFERENCE GD GARBAGE DISPOSAL NEUT CONFIG CONFIGURATION GEN GENERAL NIC CONN CONNECT GEN GENERATOR NO CONN CONNECTION GFA GROSS FLOOR AREA NO CONST CONSTRUCTION GFI GROUND FAULT INTERRUPTER NO CONT CONTINUOUS GFRC GLASS FIBER REINFORCED CONCRETE NOM CONTR CONTRACTOR OR CONTRACT GHR GLYCOL -WATER HEATING RETURN NS CONY CONVECTOR 01-IS GLYCOL -WATER HEATING SUPPLY NTS CORR CORRIDOR GI GALVANIZED IRON CP CONDENSER PUMP GL GLUE LAMINATED O &M CP COVER PLATE GL GLASS 0 to 0 CPS CYCLES PER SECOND GMU GLASS MASONRY UNIT OA CPT CARPET GND GROUND OAs CR CONDENSER WATER RETURN GOVT GOVERNMENT OBSC CR CORROSION RESISTANT GPH GALLONS PER HOUR OC CS COUNTERSINK GPM GALLONS PER MINUTE OD CS COMBINATION SEWER GR GUARD RAIL OD CS CONDENSER WATER SUPPLY GR GRADE OF CSK COUNTERSUNK GR GRILLE OWL CSMU CALCIUM SILICATE MASONRY UNIT GRC GALVANIZED RIGID CONDUIT OFC CSP COMBINATION STANDPIPE GRC GLASS REINFORCED CONCRETE OFF CSTJ CONSTRUCTION JOINT GRGP GLASS REINFORCED GYPSUM PLASTER 0E01 CSWK CASEWORK CRS GALVANIZED RIGID STEEL OHP CT COOLING TOWER GS GASOLINE OHT CT CERAMIC TILE GV GATE VALVE OPG CT CURRENT TRANSFORMER GW GREASE WASTE OPP CTR CENTER GWB GYPSUM WALL BOARD OSD CU COPPER GYP GYPSUM OS &Y CU CONDENSING UNIT OTCS CU CUBIC H HEIGHT OVHD CU COMBINATION UNIT H 1E HOOK ONE END OX CUH CABINET UNIT HEATER HB HOSE BIB CW COLD WATER HC HANDICAP P CV CONDOM VENDOR HC HOLLOW CORE P CWR CHILLED WATER RETURN HCB HANDICAP BENCH P/T CWS CHILLED WATER SUPPLY HCR HOT / CHILLED WATER RETURN P CY CUBIC YARD HCS HOT / CHILLED WATER SUPPLY PA CYL CYLINDER HD HAND DRYER OR HAIR DRYER PAN B HDBD HARDBOARD PAR D DRAIN HDR HEADER PB 0 DEPTH HDWD HARDWOOD PB D DATA HDWR HARDWARE PB DB DRY BULB HEV HOSE END VALVE PBS DB DECIBEL HID HIGH INTENSITY DISCHARGE PC DBA DEFORMED BAR ANCHOR HM HOLLOW METAL PC DBL DOUBLE HOA HAND OFF AUTOMATIC PCD DC DIRECT CURRENT HORIZ HORIZONTAL PCF DC DUST COLLECTOR HP HEAT PUMP PCT DCJ DUMMY CONTROL JOINT HP HIGH PRESSURE PD d PENNY (AS NAIL 10D) HP HORSEPOWER PD DDC DIRECT DIGITAL CONTROL HPR HIGH PRESSURE STEAM RETURN PDI DE D0ONIZED WATER HPS HIGH PRESSURE SODIUM PENT DEG DEGREE HPS HIGH PRESSURE STEAM SUPPLY PERT DEPR DEPRESS(ION)(ED) HR HANDRAIL PERP DEPT DEPARTMENT HR HOUR _ PF DET DETENTION HS HEADSTUD PG DF DRINKING FOUNTAIN HSTR HIGH STRENGTH PH DER DIESEL FUEL RETURN HT HEIGHT PI DES DIESEL FUEL SUPPLY HTG HEATING PI DFV DIESEL FUEL VENT HIE? HEATER PIC DG DOOR GRILLE HTWR HIGH TEMP HOT WATER RETURN PIV DH DUCT HEATER HTWS HIGH TEMP HOT WATER SUPPLY PL DI DISTILLED WATER HUM HUMIDIFIER PL DI DUCTILE IRON HV HEATING VENTILATING UNIT PLAM;PL DIA DIAMETER HVAC HEATING VENTILATING AND AIR CONDITIONING PLAS DIAL DIAGONAL HW DOMESTIC HOT WATER PLBG RIFF DIFFUSER HWC DOMESTIC HOT WATER RECIRCULATING PLYWD DIM DIMENSION HWR LOW TEMP HOT WATER RETURN PNEU DISC SW DISCONNECT SWITCH HWS LOW TEMP HOT WATER SUPPLY PNL DISC DISCONNECT HX HEAT EXCHANGER POC DISCH DISCHARGE HZ HERTZ PORC DISTR DISTRIBUTION PPM DL DEAD LOAD AQ NDOOR AIR QUALITY PR DM DAMPER MOTOR AW N ACCORDANCE WITH PREFAB DMPR DAMPER B NFRARED BURNER PROJ DN DOWN C NIERCOM PRY DN DOWNSPOUT NOZZLE D NSIDE DIAMETER PS DO OR ' DITTO E NVERT ELEVATION PS DPFG DAMPPROOFING ES LLUMINATING ENGINEERING SOCIETY PSF DPS DIFFERENTIAL PRESSURE SWITCH F NSIDE FACE PSI DR DOOR G SOLAIED GROUND PSV DR DRAIN H NTAKE HOOD PT DS DOWNSPOUT J SOLATION JOINT PT DS DISTILLED WATER JS N JOIST SPACE PT DSP DRY STANDPIPE MC NTERMEDIATE METAL CONDUIT PTO DM. DETAIL N NCH PTD /R DTR DUCT 1HRU ROOF NC NCLUDE (ING) PIN DW DISHWASHER NSUL NSULATION PVC DWG DRAWING NT NTERIOR PVI DWL DOWEL P RON PIPE PVT DWR DRAWER W NDIRECT WASTE PWL DXS DOUBLE EXTRA STRONG PWR JANITOR JUNCTION BOX JUNCTION JOIST JOINT FILLER BOARD JOINT KEYED CONSTRUCTION JOINT KEENE'S CEMENT PLASTER KNOCKDOWN KITCHEN HOOD KITCHEN HOOD EXHAUST FAN KITCHEN HOOD SUPPLY FAN KITCHEN KNOCKOUT KITCHEN SINK KILOVOLT KILOVOLT AMPERES KILOVOLT AMPERES REACTIVE KILOWATT • KILOWATT HOUR ANGLE LAVATORY LABORATORY COMPRESSED AIR LABORATORY LAMINATE(D) LEAVING AIR TEMPERATURE LAVATORY POUND LUMBER POUNDS - LOADING LINEAR FOOT (FEET) LENGTH (LONG) UNEAR LINOLEUM LOCKER UVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LOCATION LONGITUDINAL UQUID OXYGEN LIQUEFIED PETROLEUM GAS LOW PRESSURE STEAM RETURN LOW PRESSURE STEAM SUPPLY LIVING ROOM LAWN SPRINKLER • LIFE SAFETY CODE LIGHT UNED TRANSFER DUCT LIGHTING LOUVER LABORATORY VACUUM LONG WAY - LEAVING WATER TEMPERATURE THOUSAND MIXED AIR MEDICAL COMPRESSED AIR MACHINE MAGNETIC MAINTENANCE MANUAL MASONRY MATERIAL MAKEUP AIR UNIT MANUAL AIR VENT MAXIMUM MACHINE BOLT MOP BASIN MARKER BOARD THOUSAND BTU PER HOUR THOUSAND BTU PER HOUR MECHANICAL CONTRACTOR • MEDICINE CABINET' MINIMUM CIRCUIT AMPS MAIN CIRCUIT BREAKER THOUSAND CIRCULAR MILLS MANUAL VOLUME DAMPER MEDIUM DENSITY OVERLAY MECHANICAL MEMBRANE METAL MEZZANINE MANUFACTURER MANUFACTURING MOTOR GENERATOR MANHOLE METAL HALIDE MOP HOLDER MINIMUM MISCELLANEOUS MOTORIZED LOUVER MOLDING MAIN LUGS ONLY MILLWORK MASONRY OPENING MEDIUM PRESSURE GAS MEDIUM PRESSURE STEAM RETURN MEDIUM PRESSURE STEAM SUPPLY MIRROR MIRROR WITH SHELF MAGNETIC STARTER MOUNTED MOUNTING METAL MEDIUM TEMP HOT WATER RETURN MEDIUM TEMP HOT WATER SUPPLY MUWON MERCURY VAPOR MEDICAL VACUUM NITROGEN NORTH NITROUS OXIDE NOT APPLICABLE NOISE CRITERIA NORMALLY CLOSED NURSE CALL NATIONAL ELECTRIC CODE NATIONAL ELECTRICAL MANUFACTURERS ASSN. NEUTRAL NOT IN CONTRACT NORMALLY OPEN NUMBER NITROUS OXIDE NOMINAL NEUTRAL SENSOR NOT TO SCALE OPERATION AND MAINTENANCE OUT TO OUT OVERALL OUTSIDE AIR OBSCURE ON CENTER OUTSIDE DIAMETER OVERFLOW DRAIN OUTSIDE FACE OVERFLOW OWNER FURNISHED CONTRACTOR INSTALLED OFFICE OWNER FURNISHED OWNER INSTALLED OVERHEAD POWER OVERHEAD TELEPHONE OPENING OPPOSITE OVERFLOW STORM DRAIN OUTSIDE SCREW AND YOKE OPEN TO CEIUNG SPACE OVERHEAD OXYGEN PAINT POLE PRESSURE/TEMPERATURE TEST PORT PUMP PUBLIC ADDRESS PANIC BOLT PARALLEL PARTICLE BOARD PULL BOX PUSH BUTTON PUSH BUTTON STATION PRECAST PUMPED CONDENSATE PAPER CUP DISPENSER POUNDS PER CUBIC FOOT PORCELAIN CERAMIC TILE PRESSURE DROP PUMP DISCHARGE PLUMBING & DRAINAGE INSTITUTE PENTHOUSE PERFORATED PERPENDICULAR POWER FACTOR PRESSURE GAGE PHASE POINT OF INTERSECTION PRESSURE INDICATOR PORTABLE INSTRUMENT CONNECTION POST INDICATOR VALVE PLACE(S) PLATE PLASTIC LAMINATE PLASTER PLUMBING PLYWOOD PNEUMATIC PANEL POINT OF CONNECTION PORCELAIN PARTS PER MIWON PAIR PREFABRICATED PROJECTION PRESSURE REDUCING VALVE PIPE SUPPORT PROJECTION SCREEN POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE SAFETY VALVE PLASTER TRAP POINT POTENTIAL TRANSFORMER PAPER TOWEL DISPENSER COMBINATION TOWEL DISPENSER /RECEPTACLE PARTITION POLYVINYL CHLORIDE POINT OF VERTICAL INTERSECTION POINT OF VERTICAL TANGENCY SOUND POWER LEVEL POWER QT QTR RND R RA RAD RAD or R RB RC RCP RCP RCU RD RD RECP REF REEL REFR REFR REG REINF REM REQ(D) RESIL RET REV RF RF RFM RH RH RHC RH RHO RI &C RIJS RL RM RND RO RPM RPZ RS RWL S S S S S SA SA SAN SC SC SC SC SCD SCH SCHED SCR SCT SCUT SCW SD SD SD SD SE SEC SECT SECY SENS SF SF SFCMU SFU SGL SH SHEATH SHM SHT SHW SIM SL SLNT SM SM SND SNV SP SP SP SPEC SPK SS SSA 55 S5 ST ST STAG'D STC STD STE STGR STL STOR SIR SUB SUBFL SURF SUSP SV SV SW SW SWBD SWP SYM T T T &B T &G T TA TAB TAN TB TB IBD TC TC TD TD TDH TEL TEMP TEMP TERR TEXT TGL TH TH THK TMR DAV TOB TOC TOF TOIL TOP TOS TOW TPV TR TRANS 11D TS TS T5P 17 TT TTD TV TW TYP U UBC UC UG UGE UGT UN UL UNEX UNFIN UNO UR URD US UTIL UV QUARRY TILE QUARTER ROUND RISER RETURN AIR RADIATOR RADIUS RUBBER BASE REMOVE CONTROL REFLECTED CEIUNG PLAN REINFORCED CONCRETE PIPE RECIPROCATING CHILLER JOINT ROOF DRAIN REFRIGERANT DISCHARGE RECEPTACLE REFERETCE REFLECTED REFRIGERANT REFRIGERATOR REGISTER REINFORCEMENT REMOVABLE REQUIRE(D) RESILIENT RETAINING (WALL) REVISIONS RETURN FAN RUBBER FLOOR RECESSED FLOOR MAT RELATIVE HUMIDITY REUEF HOOD REHEAT COIL ROBE HOOK REFRIGERANT HOT GAS ROUGH IN AND CONNECT RISE IN JOIST SPACE REFRIGERANT LIQUID ROOM • ROUND ROUGH OPENING REVOLUTIONS PER MINUTE REDUCED PRESSURE BACKFLOW PREVENTER REFRIGERANT SUCTION RAIN WATER LEADERS SENSOR- SINK SANITARY SEWER SOAP DISH • SOUTH SPRINKLER LINE SHOCK ABSORBER SUPPLY AIR SANITARY WASTE SECURITY SOLID CORE • . SHOWER CURTAIN SPECIAL COATING SEAT COVER DISPENSER SHOWER CURTAIN HOOKS • SCHEDULE • SHOWER CURTAIN ROD STRUCTURAL CLAY TILE SCUTTLE SOFT COLD • WATER SOAP DISPENSER SMOKE•DAMPER SMOKE DETECTOR STORM DRAIN STEAM EXHAUST VENT SECONDARY SECTION SECRETARY SENSIBLE SQUARE FOOT SUPPLY FAN SPLIT -FACED CONCRETE MASONRY UNIT STRUCTURAL FACING UNIT SINGLE SHOWER SHEATHING SECURITY HOLLOW METAL SHEET SOFT HOT WATER SIMILAR SHORT LEG SEALANT SHEET METAL SPRINKLER MAIN SANITARY NAPKIN DISPOSAL SANITARY NAPKIN VENDOR STATIC PRESSURE (H20) STAND PIPE STATIC PRESSURE SPECIFICATIONS SPRINKLER SPL SOUND PRESSURE LEVEL SPL SPECIAL SPL BU< SPLASH BLOCK SQ SQUARE STAINLESS STEEL STORM SHELTER AREA SERVICE SINK SOLID SURFACE STAIR STORM SEWER STAGGERED SOUND TRANSMISSION CLASS STANDARD SINGLE TAPERED END STRINGER STEEL STORAGE STRUCTURAL - STRUCTURE SUBSTATION SUBFLOOR SURFACE SUSPENDED ' •' SHEET VINYL SOLENOID VALVE 'SHORT WAY SWITCH SWITCH BOARD STEAM WORKING PRESSURE SYMMETRICAL TEMPERED THERMOSTAT TOP & BOTTOM TONGUE & GROOVE TREAD TRANSFER AIR TEST AND BALANCE TANGENT TERMINAL BOX TOWEL BAR TACK BOARD TEMPERATURE CONTROL TIME CLOCK TRANSFER DUCT TRENCH DRAIN TOTAL DYNAMIC HEAD TELEPHONE TEMPERED - TEMPORARY TEMPERATURE TERRAZZO TEXTURED TOGGLE THRESHOLD TOWEL HOOK THICK(NESS) TILT MIRROR UNIT THERMOSTATIC MIXING VALVE TOP OF BEAM TOP OF CONCRETE TOP OF FOOTING TOILET TOP OF PAVING TOP OF STEEL TOP OF WALL TRAP PRIMER TRIP TRANSVERSE - TREAD TEMPERATURE SENSOR TUBE STEEL TOTAL STATIC PRESSURE TEMPERATURE TRANSMITTER TERRAZZO TILE TOILET TISSUE DISPENSER TELEVISION TACK WALL TYPICAL URINAL UNIFORM BUILDING CODE UNIT COOLER UNDERGROUND UNDERGROUND ELECTRICAL UNDERGROUND TELEPHONE UNIT HEATER UNDERWRITERS LABORATORIES UNEXCAVATED UNFINISHED UNLESS NOTED OTHERWISE URINAL UNDERGROUND RESIDENTIAL DISTRIBUTION UTILITY SHELF UTILITY UNIT VENTILATOR VB VB VBF VCB VCP VCT VD VEL VENT VENT VERT VEST VF VFD VM VOL VP VP VSMC VT VTR VWC w W W W W w W/ W/O WS WC WC WC WCC WCL WOO WD wow WF WH WFMD WH WHM WI WLR WLS WHO WNSCT WP WPB WPF WPFG WR wR wSP WT WW WWF XFMR TRANSFORMER XMTR TRANSMITTER YD YARD YH YARD HYDRANT Z ZCV ZVB & i.e. V V V VA VAC VAV CG CIG CTG CTIG LG LSG SG TG 11G TTG T11G WG VENT VOLT VACUUM VALVE VACUUM VARIABLE AIR VOLUME VAPOR BARRIER VINYL BASE VENT BELOW FLOOR VENTED COVE BASE VITRIFIED CLAY PIPE VINYL COMPOSITION TILE VOLUME DAMPER - MANUAL VELOCITY VENTILATION VENTILATOR VERTICAL VESTIBULE VINYL FLOOR VARIABLE FREQUENCY DRIVE VOLTMETER VOLUME VENEER PLASTER VACUUM PUMP VARIABLE SPEED MOTOR CONTROLLER VINYL TILE VENT THROUGH ROOF VINYL WALLCOVERING WATER SERVICE WIDE; WIDTH WASTE (PLUG) WATT WEST WIDE FLANGE WITH WITHOUT WET BULB WALL COVERING WATER COLUMN WATER CLOSET WATER COOLED CONDENSER WATER CLOSET/LAVATORY COMBINATION WALL CLEAN OUT WOOD WINDOW WASH FOUNTAIN WALL HYDRANT WATER FLOW MEASURING DEVICE WATER HEATER WATT HOUR METER WROUGHT IRON WATER LOOP RETURN WATER LOOP SUPPLY WATER MOTOR GONG WAINSCOT WEATHERPROOF WHIRLPOOL BATH WATERPROOF . WATERPROOFING WATER RESISTANT WASTE RECEPTACLE WET STANDPIPE WEIGHT WARM WHITE WELDED WIRE FABRIC IMPEDANCE ZONE CONTROL VALVE ZONE VALVE BOX AND AT THAT IS NUMBER THE FOLLOWING ABBREVIATIONS ARE USED WITH GLAZING: CLEAR FLOAT GLASS CLEAR INSULATING GLASS CLEAR TEMPERED FLOAT GLASS CLEAR TEMPERED INSULATING GLASS LAMINATED GLASS LAMINATED SECURITY GLAZING SPANDREL GLASS TINTED FLOAT GLASS TINTED INSULATING GLASS TINTED TEMPERED FLOAT GLASS TINTED TEMPERED INSULATING GLASS POUSHED WIRE GLASS SITE SYMBOLS -99-. - � -99� 1% SLOPE DOWN I KCTI 1— EJ KCJ x x x ■-000 W SD .—► --► r.rrr..ra+nS.r... . arrrrr Mi■FMI■■■IMP -F G HPS MPS LPS UGE/UGT - • -OHP— • -- HOT - LAT PROPERTY UNE LOT UNE EASEMENT LINE BUILDING LINE, EXISTING BUILDING LINE, NEW W /DOOR OPENING AND STRUCTURAL STOOP PRIMARY CONTOUR, EXISTING PRIMARY CONTOUR, NEW SECONDARY CONTOUR, EXISTING SECONDARY CONTOUR, NEW SLOPE, PAVEMENT DRAINAGE DITCH OR SWALE STREET CENTERLINE CURB, THICKENED EDGE CURB, EXIST CURB, NEW PAVING CONTRACTION JOINT PAVING KEYED CONSTRUCTION JOINT PAVING TIED CONSTRUCTION JOINT PAVING EXPANSION JOINT FENCE, SECURITY FENCE, BARBED WIRE FENCE, CHAIN LINK FENCE, WOOD SEED OMIT SOD LIMIT STORM DRAIN SUBDRAIN SUBDRAIN, PERFORATED SANITARY SEWER FORCE MAIN WATER FIRE GAS HIGH PRESSURE STEAM MEDIUM PRESSURE STEAM LOW PRESSURE STEAM UNDERGROUND ELEC/TELEPHONE OVERHEAD POWER LAWN SPRINKLER HOT LINE LAWN SPRINKLER LATERAL MINE • A OR a i O ✓ i IV iu • • • e et ® QC X , f t I AREA INLET CURB INLET MANHOLE OBSERVATION RISER HEAD WALL FLARED END CLEAN OUT CAP THRUST BLOCK VALVE POST INDICATOR VALVE REDUCER MAGNESIUM ANODE DIELECTRIC COUPLING CATHODIC TEST STATION ARE HYDRANT POWER POLE LIGHT POLE TELEPHONE MANHOLE TELEPHONE BOX SPRINKLER HEAD, 360' SPRINKLER HEAD, 270' SPRINKLER HEAD, 180' SPRINKLER HEAD, 90' QUICK COUPLING TREE, EXISTING DECIDUOUS TREE, EXISTING CONIFER SHADE TREE ORNAMENTAL TREE . DECIDUOUS TREE • SHRUB CUPPED SHRUB GENERAL SYMBOLS C n DETAIL NUMBER CROSS REFERENCE SHEET ON WHICH DRAWN DETAIL OR WALL SECTION DETAIL REFERENCE BUILDING ELEVATION ELEVATION WITH MULTIPLE ELEVATIONS AT ONE DETAIL NUMBER CASEWORK ELEVATION LEGEND/KEY NOTE COLUMN LINE ROOM NUMBER DOOR NUMBER WINDOW NUMBER SECURITY DOOR NUMBER WALL TYPE REVISION NUMBER I■I . / / / CONCRETE MASONRY UNIT BRICK VENEER METAL STUDS PRECAST (IN PLAN) STEEL (LARGE SCALE) PLYWOOD (LARGE SCALE) GYPSUM WALL BOARD (LARGE SCALE) MR= 11111111111111111111111 EARTH GRAVEL/BALLAST SAND CONCRETE PRECAST CONCRETE STEEL GYM FLOOR WOOD (CONTINUOUS BLOCKING) WOOD (NON - CONTINUOS BLOCKING) WOOD (TRIM /FINISH) GLASS STONE SHINGLES BATT INSULATION RIGID INSULATION PROTECTION BOARD CARPET (LARGE SCALE) ACOUSTICAL TILE (LARGE SCALE) =02 TILE (LARGE SCALE) MECHANICAL SYMBOLS • r� 12"x12' D -1 200 12 "0 D -1 200 12 "x12" 0 -1 200 12 "x12' R -1 200 F T S BD L_____ FIRE DAMPER SMOKE DAMPER FIRE /SMOKE DAMPER BACKDRAFT DAMPER GRAVITY DAMPER MOTORIZED DAMPER OPPOSED DAMPER PARALLEL DAMPER VOLUME DAMPER SECURITY BAR RD THERMOSTAT - WALL MOUNTED THERMOSTAT - CEILING MOUNTED C CARBON MONOXIDE SENSOR - ( D0 CEILING MOUNTED I-© CARBON DIOXIDE SENSOR - 02 WALL MOUNTED HUMIDISTAT - WALL MOUNTED • HUMIDISTAT - CEILING MOUNTED TEMPERATURE SENSOR - WALL MOUNTED a TEMPERATURE SENSOR - CEIUNG MOUNTED DUCT SMOKE DETECTOR DUCT STATIC' PRESSURE SENSOR PIPING - HEATING HWS - - HWR - HTWS - -- HTWR - - - MTWS - - MTWR - - - LPS -- -- -- LPR - --- - HPS HPR - - - FOS - -- FOR --- FOV CW 110 HW 140 HW 110 HWC 140 HWC SD ^ OSD OSD -- V CO I— WCOI ---- -"-- FC0 o— — GCO X 3 —I II-- _ 4 I ® E I ® 1e S I GO I ; 0 i F SM T46 DIFFUSER (SUPPLY) DIFFUSER (SUPPLY) GRILLE (RETURN) WALL REGISTER SLOT DIFFUSER SUPPLY ARROW RETURN ARROW EXHAUST ARROW RECTANGULAR DIFFUSER INDICATION SHOWING CFM ROUND DIFFUSER INDICATION SHOWING CFM RECTANGULAR GRILLE INDICATION SHOWING CFM RECTANGULAR REGISTER INDICATION SHOWING CFM CARBON MONOXIDE SENSOR -. WALL MOUNTED LOW TEMP HOT WATER SUPPLY LOW TEMP HOT WATER RETURN HIGH TEMP HOT WATER SUPPLY HIGH TEMP HOT WATER RETURN MEDIUM TEMP HOT WATER SUPPLY MEDIUM TEMP HOT WATER RETURN LOW PRESSURE STEAM SUPPLY LOW PRESSURE STEAM RETURN HIGH PRESSURE STEAM SUPPLY HIGH PRESSURE STEAM RETURN FUEL OIL SUPPLY FUEL OIL RETURN FUEL OIL VENT DOMESTIC COLD WATER OR DOMESTIC COLD WATER OVERFLOW STORM DRAIN ABOVE FLOOR VBF VENT BELOW FLOOR AW ACID WASTE AV - - - - -- ACID VENT OVERFLOW STORM DRAIN ABOVE FLOOR SANITARY WASTE ABOVE FLOOR SANITARY WASTE BELOW FLOOR VENT HVAC PLUMBING 110T DOMESTIC HOT WATER 140T DOMESTIC HOT WATER DOMESTIC HOT WATER (GENERIC) 110T DOMESTIC HOT WATER RECIRCULATING 140'F DOMESTIC HOT WATER RECIRCULATING DOMESTIC HOT WATER RECIRC (GENERIC) STORM DRAIN ABOVE FLOOR STORM DRAIN BELOW FLOOR L 24/12 N Ez2 V L J — SA- -RA- - OA- ----t> NWVVANVVW VALVES & FITTINGS CLEAN OUT WALL CLEAN OUT FLOOR CLEAN OUT GRADE CLEAN OUT (DOUBLE CLEAN OUT) FLOOR DRAIN / FLOOR SINK ROOF / OVERFLOW DRAIN RISER ID DOWNSPOUT NOZZLE WALL HYDRANT HOSE BIB ALIGNMENT GUIDE PIPE ANCHOR PIPE EXPANSION JOINT PIPE CAP PIPE UP PIPE DOWN PIPE TEE, UP PIPE TEE. DOWN UNION DIRECTION OF PIPE PITCH AQUASTAT WATER HAMMER ARRESTER ANESTHESIA EVACUATION MEDICAL COMPRESSED AIR OUTLET DEIONIZED WATER OUTLET DISTILLED WATER OUTLET NATURAL GAS OUTLET NITROGEN OUTLET NITROUS OXIDE OUTLET OXYGEN OUTLET VACUUM OUTLET NEW TO EXISTING CONNECTION POINT FIRE PROTECTION FIRE PROTECTION WATER SUPPLY SPRINKLER MAIN 0 ALARM VALVE, WET ALARM VALVE, DRY FS FIRE PROTECTION RISER FIRE DEPARTMENT CONNECTION PIPING - NC & REFR CWS - -OWR HCS - - CS - CR - - - WLS RL - RS - -- - Did —I�I— t d4 Fir " °4 —III- — 0 — CSa P5 A G SCW SHW T DI DE CD VAC LV MV -N CO2 N20 OX LOX A LA MA LS TYPICAL DUCT - SIZE AS INDICATED (WIDTH / DEPTH) MITERED ELBOW WITH VANES MITERED ELBOW WITHOUT VANES Q RADIUS ELBOW TEE WITH VANES TEE WITH RADIUS ROUND DUCT UP SUPPLY DUCT UP RETURN DUCT UP EXHAUST DUCT UP ROUND DUCT DOWN SUPPLY DUCT DOWN RETURN DUCT DOWN EXHAUST DUCT DOWN ROUND DUCT - PENETRATING FLOOR/ROOF SUPPLY DUCT PENETRATING FLOOR/ROOF RETURN DUCT PENETRATING FLOOR /ROOF EXHAUST DUCT PENETRATING FLOOR /ROOF FLEXIBLE CONNECTION TRANSFER DUCT SUPPLY AIR - SINGLE LINE RETURN AIR - SINGLE LINE EXHAUST AIR - SINGLE LINE ' OUTSIDE AIR - SINGLE LINE SINGLE UNE REDUCER SINGLE UNE FLEX DUCT NEW TO EXISTING CONNECTION POINT RHG RD CD GAS SOFT COLD WATER SOFT HOT WATER TEMPERED DISTILLED WATER DEIONIZED WATER CONDENSATE DRAIN VACUUM LABORATORY VACUUM MEDICAL VACUUM NITROGEN CARBON DIOXIDE NITROUS OXIDE OXYGEN LIQUID OXYGEN COMPRESSED AIR LABORATORY COMPRESSED AIR MEDICAL COMPRESSED AIR LAWN SPRINKLER EXPANSION LOOP BALANCING VALVE BALANCING VALVE WITH METERING POINTS BALL VALVE BUTTERFLY VALVE VALVE (GENERIC) CHECK VALVE CONCENTRIC REDUCER ECCENTRIC REDUCER STEAM TRAP FLEXIBLE CONNECTION FLOW DIRECTION GATE GLOBE MANUAL AIR VENT AUTOMATIC AIR VENT PLUG VALVE PRESSURE GAUGE SOLENOID VALVE ANGLE VALVE AUTOMATIC CONTROL VALVE 2 -WAY AUTOMATIC CONTROL VALVE 3-WAY AUTOMATIC FLOW CONTROL VALVE STRAINER PRESSURE AND TEMPERATURE TEST PORT THERMOMETER PUMP (GENERIC) PRESSURE REDUCING VALVE (WATER SYSTEMS) PRESSURE REGULATING VALVE (GAS SYSTEMS) RELIEF VALVE SPRINKLER SPRINKLER SPRINKLER FLOW SWITCH PRESSURE SWITCH OS &Y VALVE CHILLED WATER SUPPLY CHILLED WATER RETURN HOT /CHILLED WATER SUPPLY HOT /CHILLED WATER RETURN CONDENSER WATER SUPPLY CONDENSER WATER RETURN WATER LOOP SUPPLY WATER LOOP RETURN REFRIGERANT UQUID REFRIGERANT SUCTION REFRIGERANT HOT GAS REFRIGERANT DISCHARGE CONDENSATE DRAIN HEAD, PENDANT HEAD, UPRIGHT HEAD, SIDE WALL ELECTRICAL SYMBOLS 1=I FLUORESCENT LIGHTING FIXTURE SEE FIXTURE SCHEDULE (OPTIONAL RECESS MOUNTED) 0 • t 9 I n XXX MENEM • n a • ICT1 0 GEN 0 SF S T S D D NF FIRE ALARM � FACPI ELM r ti r � Ql� L'41 Qj 6:d°' FIRE ALARM SPEAKER WITH VISUAL WARNING SIGNAL ® SMOKE DETECTOR - IONIZATION TYPE (D = DUCT) D © SMOKE DETECTOR - PHOTOELECTRIC TYPE (D = DUCT) QI SMOKE DETECTOR - IONIZATION TYPE ® SMOKE DETECTOR - PHOTOELECTRIC TYPE ® HEAT DETECTOR RATE -OF -RISE AND FIXED TEMPERATURE, 135 F HEAT DETECTOR, RATE -OF -RISE AND FIXED TEMPERATURE, 200 F ® HEAT DETECTOR, FIXED TEMPERATURE ONLY, 135 F Q HEAT DETECTOR, FIXED TEMPERATURE ONLY, 200 F VOICE EVACUATION SPEAKER F D IO OSY PIV 44FF Ea m MD FLUORESCENT LIGHTING FIXTURE SEE FIXTURE SCHEDULE (OPTIONAL SURFACE MOUNTED) LIGHTING FIXTURE ON EMERGENCY SYSTEM LIGHTING FIXTURE ON EMERGENCY SYSTEM FLUORESCENT STRIP UGHTING FIXTURE, SIZE PER FIXTURE SCHEDULE TRACK LIGHTING FIXTURE, SIZE PER FIXTURE SCHEDULE FLUORESCENT STRIP LIGHTING FIXTURE, SIZE PER FIXTURE SCHEDULE WALL MOUNTED FLUORESCENT STRIP LIGHTING FIXTURE CEILING FIXTURE, SURFACE,RECESSED OR PENDANT, SEE FIXTURE SCHEDULE HIGH BAY LIGHT FIXTURE WALL FIXTURE, BRACKET MOUNTED, SEE FIXTURE SCHEDULE SELF CONTAINED EMERGENCY LIGHTING FIXTURE EXIT SIGN, CEILING MOUNTED, DIRECTIONAL ARROW AS INDICATED EXIT SIGN, WALL MOUNTED, DIRECTIONAL ARROW AS INDICATED CIRCUIT HOME RUN CONDUIT TURNING UP CONDUIT TURNING DOWN CONDUIT STUB -UP CONDUIT SLEEVE CONDUIT SEAL CONDUIT CONCEALED IN CEILING OR WALLS, POWER CONDUIT CONCEALED IN CEILING OR WALLS, OTHER ( = SEE ABBREVIATIONS) . CONDUIT CONCEALED IN FLOOR OR UNDERGROUND, POWER CONDUIT CONCEALED IN FLOOR OR UNDERGROUND, OTHER (* = SEE ABBREVIATIONS) EXPOSED CONDUIT, POWER EXPOSED CONDUIT, OTHER (* = SEE ABBREVIATIONS) TRANSFORMER BRANCH CIRCUIT PANEL BOARD DISTRIBUTION PANEL BOARD . EQUIPMENT CABINET, AS NOTED • SWITCHBOARD CURRENT TRANSFORMER ENCLOSURE METER GENERATOR AUTOMATIC TRANSFER SWITCH SYSTEM GROUND ELECTRODE THERMOSTAT MUSHROOM ELECTRICAL MANHOLE ELECTRICAL HAND HOLE MOTOR CONNECTION, HORSEPOWER AS INDICATED MANUAL SWITCH, WITH FUSE MANUAL SWITCH, WITH THERMAL OVERLOAD MOTOR RATED TOGGLE SWITCH MAGNETIC MOTOR STARTER DISCONNECT SWITCH, WITH FUSE DISCONNECT SWITCH, WITHOUT FUSE COMBINATION MOTOR STARTER SPECIAL SYSTEMS CONTROL PANEL FILE ALARM CONTROL PANEL FILE ALARM ANNUNCIATOR PANEL MANUAL FIRE ALARM PULL STATION FIRE ALARM BELL FIRE ALARM HORN FIRE ALARM VISUAL WARNING SIGNAL FIRE ALARM BELL WITH VISUAL WARNING SIGNAL FIRE ALARM HORN WITH VISUAL WARNING SIGNAL MINI FIRE ALARM HORN WITH VISUAL WARNING SIGNAL FIRE ALARM MAGNETIC DOOR HOLDE REMOTE INDICATOR LAMP REVIEWE CR Cti os &Y VALVE \ CODE C © P WATER FLOW ALARM SWITCH POST INDICATOR VALVE SWITCH BEAM TRANSMITTER BEAM RECEIVER FIRE FIGHTERS TELEPHONE TAMPER SWITCH ALARM PUSH - BUTTON CARD READER -D CALL BUTTON FACILITY INTERCOM IC IC HANDS FREE INTERCOM @ INTRUSION DETECTOR, CEILING I-0 INTRUSION DETECTOR, WAIL ® INTRUSION DETECTOR RECEIVER 40 INTRUSION DETECTOR TRANSMII ILK MOTION DETECTOR ®L INDICATOR LIGHT - CEILING I- C) INDICATOR LIGHT - WALL LASER BEAM RECEIVER ILBT LASER BEAM TRANSMITTER MAGNETIC CONTACT AREA CONTROL UNIT DUAL BED STATION SINGLE BED STATION BATH STATION WITH PULL ANNUNCIATOR CODE BLUE STATION DOME / ZONE UGHT -- CEILING LIGHTING POWER ow • pl q; s. °° G� u SECURITY NURSE CALL 0 a"'❑ FEI 0 S S "2 5 3 S SD cc "LV Sp SK Sip SE 0 v H OS F. 3) 0 .,, II II II 11 I 0 Qa t ® EQUIPMENT CONNECTION O LIGHTING CONNECTION BOX SPECIAL SYSTEMS O � w AP 01 21 re • F® GB SITE LIGHTING - POLE POLE MOUNTED YOKE POLE MOUNTED AREA LIGHT WALL MOUNTED AREA LIGHT IN GRADE LIGHT FIXTURE SEE FIXTURE SCHEDULE BOLLARD LIGHT FIXTURE SWITCH. SINGLE POLE SWITCH, DOUBLE POLE SWITCH. 3 -WAY SWITCH, 4 -WAY SWITCH, DIMMER SWITCH, MOMENTARY CONTACT SWITCH, LOW VOLTAGE SWITCH, WITH PILOT LIGHT SWITCH. KEY OPERATED SWITCH, EXPLOSION PROOF SWITCH, EMERGENCY LOW VOLTAGE RELAY PHOTOELECTRIC CELL SWITCH, PUSH BUTTON, SINGLE SWITCH, PUSH BUTTON, DOUBLE SWITCH, PUSH BUTTON, TRIPLE UGHTING CONTACTOR OCCUPANCY SENSOR SINGLE RECEPTACLE DUPLEX RECEPTACLE FOURPLEX RECEPTACLE DUPLEX RECEPTACLE, CEIUNG MOUNTED DUPLEX RECEPTACLE TO SERVE TELEVISION DUPLEX RECEPTACLE, HORIZONTALLY MOUNTED DUPLEX RECEPTACLE, EMERGENCY FOURPLEX RECEPTACLE, EMERGENCY DUPLEX RECEPTACLE, LOWER SWITCH DUPLEX RECEPTACLE, SWITCHED RANGE RECEPTACLE SPECIAL RECEPTACLE (MARK INDICATES OUTLET IN SCHEDULE) FLUSH FLOOR OUTLET BOX FLUSH FLOOR BOX WITH DUPLEX RECEPTACLE FLUSH FLOOR BOX WITH FOURPLEX RECEPTACLE MULTIDEVICE FLOOR BOX WITH DUPLEX AND DATA OUTLETS, DIVIDED 2 GANG BOX WITH SINGLE GANG PLASTER RING MULTI- RECEPTACLE STRIP, SPACING AS INDICATED DIVIDED RACEWAY FLUSH JUNCTION BOX, CEIUNG MOUNTED JUNCTION BOX ABOVE SUSPENDED CEILING WITH FLEX CONNECTION FLUSH JUNCTION BOX, WALL MOUNTED SURFACE JUNCTION BOX, CEILING MOUNTED SURFACE JUNCTION BOX, WALL MOUNTED PULL BOX EQUIPMENT CONNECTION TELEPHONE OUTLET, WALL TELEPHONE OUTLET, +60" AFF. PAY TELEPHONE OUTLET, +60" AFF. FLUSH FLOOR BOX WITH TELEPHONE OUTLET TELEPHONE CABINET, SIZE AS NOTED TELEPHONE BACKBOARD, SIZE AS SHOWN DATA OUTLET, WALL TELEPHONE /DATA OUTLET, WALL DATA OUTLET, CEILING FLUSH FLOOR BOX WITH DATA OUTLET FLUSH FLOOR BOX W/ TELEPHONE /DATA OUTLET CLOCK CLOCK - MASTER CLOCK - DOUBLE FACE CLOCK - OUTLET TIME CLOCK CLASS PROGRAM BELL BUZZER CHIME SPEAKER, WALL SPEAKER, CEILING SPEAKER /HORN, WALL INTERCOM CALLBACK STATION, WALL INTERCOM HAND SET VOLUME CONTROL, WALL MICROPHONE OUTLET, WALL FLUSH FLOOR BOX WITH MICROPHONE OUTLET DIRECTORS HEADSET TELEVISION OUTLET, WALL TELEVISION OUTLET, CEILING TELEVISION TERMINAL CABINET PAGING HORN EIV SOUND DETECTOR ALARM GLASS BREAK DETECTOR 14 SECURITY KEYPAD 1 tI VEHICLE DETECTION LOOP VIDEO CAMERA - CEILING VIDEO CAMERA - WALL VIDEO MONITOR VISITOR INTERCOM DOOR CONTROL PANEL ® ACCESS CONTROL COMPUTER PI SECURITY SYSTEM PANEL EM EMERGENCY PHONE - WALL 01 EM EMERGENCY PHONE - BOLLARD DOME / ZONE LIGHT - WALL DUTY STATION EMERGENCY STATION MASTER STATION NETWORK CONTROL UNIT STAFF REGISTER STATION STAFF STATION Z O O w O EE w z o Z 17- > Et 2 m < LU 1- = - • Z z Q W co U J O I. M >- Co O RECEIVED OCT 10 2007 PERMIT CENTER CODE PLAN LEGEND INDICATES GROSS LEASABLE AREA OF EXISTING TENANTS SPACES FOR DETERMINATION OF OCCUPANT LOAD INDICATES EXISTING ANCHOR TENANT SPACE INDICATE AREA OF NEW TENANT SPACE FOR KIOSK OR CAFE OR POLICE SUB - STATION. t WALL TYPES 1> WALL TYPE "1" 4> WALL TYPE "4" CODE PLAN NORTH SCALE: 1" = 50' -0" NEW 3 5/8 " METAL STUD C@16" D.C. NEW 2" BAT INSULATION NEW 5/8" GWB ON BOTH SIDES PAINT. EXISTING 5/8" GWB OVER EXISTING METAL STUD FRAMING. NEW 2" BAT INSULATION NEW 5/8" MOISTURE GWB OVER EXISTING FRAMING PAINT. NEW 1 1/2" MTL FURRING @ 12" O.C. 2> WALL TYPE "2" 5> WALL TYPE "5" NEW 5/8" THK. DENSGLASS NEW STONE TILE VENEER NEW 5/8" MOISTURE GWB OVER NEW 6" METAL STUD FRAMING @ 16" O.C. NEW 2" BAT INSULATION NEW 5/8" GWB OVER FRAMING AS REQUIRED PAINT. 3> WALL TYPE "3" NORTH ENTRY NEW 5/8 "TYPE GWB INFILL PAINT NEW 3 5/8 " METAL STUD @12" D.C. NEW 2" BAT INSULATION EXIST 5/8 "TYPE GWB EXIST ANCHOR 171,2758.F. AN(1R 174,630 S.F. NEW TENANT • . S SP/tCE$ , d . I •.� -i. . •- _.��. -... "ti..... is `T . • - -mar -.w • -. . V,,;�,: -: EXIST VACANT ANCHOR 65,273 S.F. EXIST ANCHOR 276,468 S.F. -LJ • V • z w 9 GENERAL NOTES GENERAL NOTES 1. GENERAL NOTES APPLY TO ALL SHEETS: 2. ALL DIMENSIONS ARE ACTUAL. AND ARE TO FACE OF STUDS, FACE OF CONCRETE WALLS, FACE OF CMU WALLS, FACE OF FRAMES. OR CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. 3. FLOOR SPOT ELEVATIONS ARE SHOWN THROUGH 4. ALL WALLS SHALL EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE UNLESS NOTED OTHERWISE. 5. PROVISIONS SHALL BE MADE AT ALL FULL HEIGHT NONBEARING WALLS FOR 1 -INCH VERTICAL MOVEMENT OF THE BUILDING STRUCTURE WITHOUT TRANSFER OF COMPRESSIVE LOADS TO WALL. FILL IRREGULARITIES BETWEEN TOP OF WALL AND DECK ABOVE WITH FIRE SAFING INSULATION OR FIRE STOPPING MATERIALS AS REQUIRED TO MEET FIRE RATING OF RESPECTIVE WALLS. 6. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL WOOD BLOCKING IN METAL STUD PARTITIONS FOR THE PROPER ANCHORAGE OF ALL WALL ATTACHED ITEMS. 7. ALL PENETRATIONS THROUGH WALLS SHALL BE SEALED WITH FIRE STOPPING MATERIAL AS REQUIRED TO ACHIEVE THE RESPECTIVE FIRE - RESISTIVE RATING AND SMOKE STOPPAGE. 8. THE OWNER SHALL BE RESPONSIBLE FOR PROVIDING THE CONTRACTOR WITH ROUGH -IN INFORMATION NECESSARY TO ACCOMMODATE THE INSTALLATION OF OWNER FURNISHED AND INSTALLED OR CONTRACTOR INSTALLED ITEMS. 9. THE CONTRACTOR SHALL INCLUDE ALL OWNER FURNISHED AND INSTALLED ITEMS AND OWNER FURNISHED AND CONTRACTOR INSTALLED ITEMS IN THE CONSTRUCTION SCHEDULE, AND SHALL COORDINATE WITH THE OWNER TO ACCOMMODATE THESE ITEMS. 10. GENERAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL WORK WITH THE MECHANICAL CONTRACTOR. 11. GENERAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL WORK WITH THE ELECTRICAL CONTRACTOR. ON PLANS. 12. DIMENSIONS FOR DOOR AND WINDOW OPENINGS ARE SHOWN NOMINAL. ALLOW FOR 1/4 -INCH (SHIM AND SEALANT OF EXTERIOR FRAMES. 13. SCRIBE GYPSUM BOARD OF WALL AND PARTITIONS TO IRREGULARITIES OF DECK ABOVE. SEAL TIGHTLY AROUND ANY PARTITIONS. 14. ARCHITECTURAL FINISHED FLOOR ELEVATION 0' --O ". 15. NOT USED 16. CONTRACTOR SHALL VISIT THE SITE. FAMILIARIZE HIM/HER SELF WITH EXISTING CONDITIONS AND REVIEW AND UNDERSTAND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS PRIOR TO BEGINNING ANY WORK AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CORRECTIONS AND REPAIRS REQUIRED DUE TO HIS /HER FAILURE TO DO SO, 17. SOLELY AS A CONVENIENCE TO THE OWNER AND CONTRACTOR, THE ARCHITECT MAY INCLUDE DOCUMENTS PREPARED BY CERTAIN CONSULTANTS (OR INCORPORATE THE RECOMMENDATIONS OF SAND CONSULTANTS INTO DOCUMENTS PREPARED BY THE ARCHITECT WITHIN THE SET OF DOCUMENTS ISSUED BY THE ARCHITECT). IT IS EXPRESSLY UNDERSTOOD, THAT BY SUCH ISSUANCE, THE ARCHITECT ASSUMES NO LIABILITY FOR THE SERVICES OF SAID CONSULTANTS. 18. AU.. WORK AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED 2003 INTERNATIONAL BUILDING CODE AS AMENDED, ALL ORDINANCES AND REGULATIONS OF THE CITY OR COUNTY WITH JURISDICTION AND SPECIAL REQUIREMENTS INDICATED IN THE BUILDING SUMMARY OR THESE GENERAL NOTES. 19. WHEN REQUIRED EXIT DOORS SWING OUT OVER AN EXTERIOR LANDING. THE LANDING SHALL BE MORE THAN 1/2" BELOW FINISHED FLOOR. 20. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS AND COMPLY WITH SAFETY REGULATIONS AND RESTRICTIONS AS REQUIRED FOR WORKERS AND PEDESTRIAN PROTECTIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. PROVIDE PROTECTIONS AS REQUIRED TO PREVENT ANY DAMAGE TO EXISTING CONSTRUCTION WITHIN AND ADJACENT TO JOB SITE WHERE DAMAGE OCCURS. THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED AREA AND /OR MATERIAL AS REQUIRED TO THE OWNER'S APPROVAL AT NO ADDITIONAL COST. THIS REQUIREMENT SHALL APPLY CONTINIOUSLY AND NOT BE UMITED.TO NORMAL WORK HOURS. 21. PROVIDE ALL LABOR, MATERIALS. EQUIPMENT, TOOLS, TRANSPORTATION, UTILITIES, OTHER SERVICES AND RELATED TASKS NECESSARY FOR PROPER EXECUTION OF THE CONSTRUCTION REQUIRED BY CONTRACT DOCUMENTS. 22. ANY REVISION OR ADDITIONAL WORK REQUIRED BY FIELD CONDITIONS OR LOCAL GOVERNING AUTHORITIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. 23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS, LICENSES, INSPECTIONS AND TESTING INDICATED ON THE PLANS AND SPECIFICATIONS OR REQUIRED BY ANY GOVERNMENT AGENCY. 24. UNLESS OTHERWISE INDICATED ON THESE DRAWINGS AS BEING "N.I.C. ", ALL ITEMS, MATERIALS, ETC. AND INTSALLATION OF THE SAME ARE PART OF THE CONTRACT DEFINED BY THESE DRAWINGS. 25. THE BUILDING AND FACILITY IS TO BE ACCESSIBLE TO AND FUNCTIONAL FOR THE PHYSICALLY DISABLED PUBLIC IN ACCORDANCE WITH THE AMERICANS DISABILITIES ACT (ADA) AND ALL OTHER STATE/FEDERAL GOVERNING AGENCIES. 26. THIS PROJECT MEETS THE ADA REQUIREMENT 27. PROVIDE FIRE RETARDANT WOOD F REBLOCKING WITH A MAXIMUM SPACING OF 1O' -0" HORIZONTAL AND VERTICAL IN ALL FRAMED WALLS. 2B. ALL LEGAL EXITS SHOWN ON THE PLAN SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. ANY SPECIAL LOCKING DEVICE SHALL BE OF APPROVED TYPE. FLUSH BOLTS ARE NOT ALLOWED. MAXIMUM EFFORT TO OPERATE EXIT DOORS SHALL NOT EXCEED 8.5 LBS FOR EXTERIOR DOORS. 5 LBS FOR INTERIOR DOORS AND 15 LBS FOR FIRE RATED DOORS. 29. FIRE SAFETY DURING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL COMPLY WITH ARTICLE 87 OF THE UNIFORM NFPA BUILDING CODE. PROJECT DATA & CODE SUMMARY SOUTHCENTER MALL RENOVATION CODE SUMMARY APPUCAB CODES INTERNATION BUILDING CODE WITH WASHINGTON AMMENDMENTS BY LOCAL ORDINANCE, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. 2003 INTERNATION MECHANICAL CODE 2003 UNIFORM PLUMBING CODE 1997 WASHINGTON STATE ENERGY CODE ZONING: T.U.C.: TUKWILA URBAN CENTER OCCUPANCY GROUP EXISTING M: MERCANTILE - COVERED MALL BUILDING NOTE: 1. NO INCREASE IN BUILDING GROSS LEASE AREA OR BUILDING AREA. EXISITNG BUILDING S.F. TO REMAIN. 2. EXISTING PARKING COUNT TO REMAIN NO INCREASE. CONSTRUCTION TYPE EXISTING MALL: 2N, (FULLY SPRINKLERED) NORDSTROM MACY'S SEARS JCPENNEY VACANT ANCHOR TOTAL DEPARTMENT GLA SMALL SHOPS TOTAL SHOPS GLA 171,275 S.F. (3 levels) 250,407 S.F. (4 levels) 174,630 S.F. (3 levels) 276,468 S.F. (3 levels) 65.273 S.F. (2 levels) 938.053 S.F. 277 855 S.F. 277,855 S.F. TOTALEXISTING SITE GLA 1,215,908 S.F. 1TYP. FLI i OCCUPANT LOAD: (EXISTING) MEANS OF EGRESS: (EXISTING) DISTANCE TO EXITS: (EXISTING) - TRAVEL DISTANCE SHALL BE NOT EXCEEDED 200 FEET MAXIMUM FROM WITHIN A TENANT SPACE TO THE MALL -TRAVEL DISTANCE FROM ANY POINT WITHIN THE MALL TO A MALL EXIT OR TO A 66" MINIMUM WIDTH EXIT PASSAGEWAY SHALL NOT EXCEED 200 FEET. FIRE PROTECTION - EXISTING COVERED MALL BUILDING IS SPRINKLED THROUGHOUT. ANY NEW RETAIL SPACE SHALL BE FULLY SPRINKLERED AND CONNECTED TO THE EXISTING STANDPIPE PER 402.8.1 AND 905.3.3. �Do tCY7 197 REVIEWED' R R I CODE COMPLIANCE h AMMO/V/77,, C: JA Lf,7 o r REVISION N _ CORRECTION RECEIVED NOV 19 2007 PERMIT CENTEI z 0 0 z w >- 0 0 E F-w wz o - O J U J Q Z � Q � co ILI Li! ~ Z z W .1U Ct w0 (9 (1) N O 0 U 0 a) as) ci9 (Z W C= a) . d Cm) r L: \projects \73-07129-03/ Vz-cc02.dwg Sep 21, 2007 1:15pm - Iponldo Li U) *••■••gff ,.•• • es a 0 a E //////:/// —en rf lilT \ 14-1 rl TITITI ill WON A t, Ita L DLR Grog •••••na,. — _ i Arciiitettare • Engineering Nanning Interiors (52001, in:1113mup Inc., a WaehlngtOn corpotationi ALL RIGHTS RESERVED. -4- ..,.0r.m \\\\\\\\\ I. ......f u 7L/ri/iX4 \\*X\ / 7// Fri 777777 u.1 c Ht cy) /2 // 7/ ///// \NC\ 777) 7/7 ==:1 ••••••S•••••••••M•17. 77) V.13741011•••• • •'• 11•11 • ••••••••••••••••■•••••••••••••••••••• /1 7 mu, 4 11E16117 II 110.1.1 HI LiiJJJ W •' 1; - .1111.1ti • I•S • f- 44- ; \ \7 \ k ' c 2iaeazza. 73-07129-03 10-1-2007 JIrjInni G1.0 SOU THCEN TER PARKWAY WILL 11.11 ANDOVER PAR • • -• P • „ t t iJdIIL.JL < WEST naarmaaaamsananaromannosaanmen.m4( f13 A G ' In RI c") =JED a /It> ‘,6 ‘ .....''' N. \ I , `tr \ \ \ N /,./.>\ No A - .C ,. . '''' .. \\ 7 \ \ \ \ N N '' X 1 I \ 1 1 1 1 4 1 . . • 17 . • • . • --. . „ • • • I • .(e OVERALL ARCHITECTURAL EXISTING SITE PLAN SOUTHCENTER MALL INTERIOR RENOVATION Ph r z 01 01 .,Z)1 1 I / I I • illic.•■•••••••••••••••••••••••••■•11.•••■•••••••■••••IS'31.. 433111filliMPHIBEIE 1.7 5188 REGISTERED ARCHITECT 1 04AL; SCOTT KRUSE STATE OF \VASHINGTEN BID/ CONSTRUCTION SET 10-1-2007 ,1 MST ANCHOR 171,275 S.F. EXIST ANCHOR, • 250,407 S.F. EXIST ANCHOR 276,468 S.F, 6+. _____� ■�- s11irrr��r ■' , // ` / // , r EXIST f f ANCHOR 174,630 S.F. f/' / / f / SR // 1 � / / � � f r kat / ‘1111111-111111111111111111111 / 111.11111111411113 ' 411101111111111411111114111 7 /5 I 'V 011M MO Mil MEM OM RPM EMI NM 711 yes assians 111111111 I 9 a rag -�-- — — I a '�-n . e / d El NORTH Ea ORIENTATION PLAN SCALE: 1" = 50' -0" a L �,r 7 or s 3 r f �F a I f EXIST VACANT ANCHOR 65,273 S.F. i i a DESCRIPTION OF WORK NOT USED. THIS AREA INDICATES IN GENERAL THE EXTENT OF MACYS COURT RENOVATION. DEMOLITION OF EXISTING CIRCULAR DISH ON COLUMNS. NEW COLUMN TREATMENTS AND U11IJTY STUB -OUTS. a NOT USED. a NOT USED. Q NOT USED. 0 NOT USED. O NOT USED. 1) INDICATES NEW TENANT LOCATIONS NO FLOOR AREA ADDED. H NEW INTERIOR SIGNAGE LOCATION. PROVIDE POWER REFER TO ELEC. DWGS. Q TENANT IMPROVEMENT AREA INCLUDES THE REMOVAL OF EXISTING FLOORING TILES, SAWCUTTING EXISTING SLAB TO ACCOMMODATE FOR NEW COLD WATER, SANITARY, AND VENT PIPING, POWER AND DATA STUB -OUTS. CONNECT NEW KID PLATE FORM TO, EXISTING DATA & POWER FLOOR BOXES. REFER TO ELEC. DWGS. NEW POLICE SUB - STATION LOCATION. TENANT IMPROVEMENT AREA INCLUDES THE REMOVAL OF EXISTING FLOORING AND ACOUSTICAL CEILING TILES, EXISTING CEILING GRID TO REMAIN. SAWCUTIING EXISTING SLAB TO ACCOMMODATE FOR NEW SANITARY, AND VENT PIPING, WATER PIPING AND REQUIRED POWER AND DATA OUTLETS. CODE COMPLIANCE r APPROVE )AN 1 -1 M F �y - CI 3F a • INDICATES EXISTING ANCHOR TENANT SPACE CI! ICL ti 0 p 0 Q t. �O RECEIVED OCT 1 0 2007 PERMIT CENTER Q C L2 5 C 0 a_ o L imil 1� : L) N C ,c w Ce imiwii 0 • EXISTING STORAGE ROOM 0 EXISTING STORAGE ROOM 0 EXISTING BACK OF HOUSE 111-1 ■■�- vow -r■dIi ■ '// // // EXISTING / / / / r , ' OFFICE SPACE f/ / // <108 ■ ,,/ / / / / I / / / 1-/ / EXISTING STORAGE ROOM EXISTING • STORAGE ROOM • C luoulo: NI I. EI / / ' / / ' / / ' // / / / / /// /// /// / / / //1 /// /// /// /// II /// /// /// /// //l // /// // /// / //) r/ / /// / / /� / / / / / / % %/ // / / / / / / /// / / / i . EXISTING RESTROOM <110 > 0 /// // / // // / / / // / // /// // / It / / / // / // / / / � / / /// / /// / / / /// // /) / /// // // / / // / / /// // // / / r // /// OFFICE SPACE/ / // / / / /// // 107 // //// � // // ////////// // ////// / t /// /// // ///// / /// // ///// // / / // / / / / / // / / // / // / // // // / // / / // // / / /// // /// / /� / i//�� /� / /i/ j / / / /////// ce / / r / / / i / ®®®®®®®®®®®®®®® ®® MO / / / / / / / // / / / J / /// / / / / / / / / / // / /// // / /// / / / / / / / / /// // //// // / / / / / / / /// // / /// ///////// // // / /// / / / / / / /// /,r / / // //// /.' / / / / / // / /)i /// ///////// // / ///////// // / / / / /// // / / / / / / /// // /// / / / / / / ,EXISTING/ / / / / /GENERAL OFFICE/ // / / / / / / / // / / / X)06_> / / / / / // / /// / /�; 06 J /// / // // //////// / // ///////// / / // // /// f / / // / / //• // / / / / / / / 1 / / / / / / / / / / /// /// / / // // // / TY )//// / //////////////////////////////////// ///////////////////////////////// / // /// / ///// /// // // /// / ///// /// /// // /// / ///// /// /// / /// / ///// /// /// / /// / ///// /// /// // / // / / / /// / / ///// // ///// /// /// /// / / ///// /// /// /// // //// /// /// /// /// / //// /// /// /// /// // /// / / / /// / / / /// / / / // /// /// / // / / // / / // / /// / / / • 0 EXISTING RESTROOM EXISTING BREAK ROOM <109> (c7 0 I 01 I I COJ EXISTING RESTROOM <101> EXISTING OFFICE SPACE <102> ‘12 al sr 111 MEJ11 LIMIT OF WORK ®®®®®®®ENElME ®® ®®®®®®®®®®®®®®®®®®®®® MI ME EXISTING SECURITY OFFICE SPACE <103> EXISTING OFFICE SPACE <105) F — I EXISTING OFFICE SPACE <104> E P ■ I� 4 • DEMOLITION SECURITY OFFICE FLOOR PLAN ALE: '1 /4 1)01/q7 l97 • 0 0 0 0 0 0 0 0 0 HORDS7ROM LI LEGEND NOTES DEMOLITION KEY NOTES REMOVE EXISTING FLOORING THRU -OUT AS INDICATED IN HATCH. REMOVE EXISTING DOOR AND HARDWARE, RELOCATE AND INFILL EXISTING WALL TO MATCH EXISTING ADJACENT WALL EXISTING CARPET TO REMAIN. PROVIDE NEW 3'- 4"X7' -2" DOOR OPENING TO ACCOMMODATE FOR THE RELOCATED DOOR AND HARDWARE. REMOVE EXISTING WALL COVERING THRU -OUT AND SMOOTHEN WALL TO ACCOMMODATE FOR NEW PAINT. EXISTING WOOD DOORS TO REMAIN. REMOVE EXISTING 5/8" GWB AND REPLACE WITH NEW 5/8 MOISTURE GWB TO ACCOMMODATE FOR NEW PLUMBING PIPING IN WALLS AS REQUIRED. REMOVE EXISTING CARPET AS REQUIRED TO ACCOMMODATE FOR NEW MOP SINK AS REQUIRED. REMOVE EXISTING 5/8' GWB AND EXISTING FRAMING AS REQUIRED TO ACCOMMODATE FOR NEW PLUMBING AND EXHAUST DUCT WORK. PROVIDE NEW 6" MIL STUD FRAMING A 16 O.C. WITH MOISTURE GWB WHERE PLUMBING OCCURS AND 5/8" GWB ON THE OTHER SIDE WITH 2" BATT INSUL PAINT WALL TO MATCH EXISTING_ PROVIDE NEW 3'- 4`X7' -2" DOOR OPENING TO ACCOMMODATE FOR NEW 1 HR DOOR. SEE SCHEDULE GENERAL DEMOLITION NOTES (APPLIES TO ALL DEMOLITION SHEETS) 1. THE CONTRACTOR SHALL: 2. COORDINATE ALL DEMOLITION /PHASING EFFORTS WITH THE ARCHITECT -- ENGINEER AND OWNER'S REPRESENTATIVES. EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION OF MALL OPERATION AND TO PROVIDE PATRON, MANAGEMENT, AND TENANT. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE - APPROVED AND COORDINATED WITH THE OWNER'S REPRESENTATIVE. 3. COORDINATE WITH THE OWNER ANY PRE - APPROVED DISRUPTION AND VERIFICATION OF SERVICE WITHIN THE EXISTING BUILDING SO AS TO MINIMIZE THE DISRUPTION OF SERVICE. 4. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN THE EXISTING BUILDING WHICH OFFER A ONE -HOUR ENCLOSURE TO ISOLATE ANY DEMOLITION /CONSTRUCTION WORK FROM THE GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER. COORDINATE LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS THROUGHOUT THE WORK. 5. MAINTAIN A SECURE, WEATHER -TIGHT ENCLOSURE AT THE EXTERIOR OF THE EXISTING BUILDING THROUGHOUT THE DEMOLITION /CONSTRUCTION PORTION OF THE WORK IN THAT AREA. BUILDING SECURITY SHALL BE COORDINATED WITH THE OWNER. 6. 7. 8. 9. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS AND NOTIFY THE ARCHITECT - ENGINEER OF ANY DISCREPANCIES. REMOVE IN THEIR ENTIRETY ALL EXISTING WALLS, DOORS, AS REQUIRED TO EXECUTE THE DEMOLITION /CONSTRUCTION WORK DESCRIBED BY THE ARCHITECT - ENGINEER. REMOVE ALL DEMOLITION MATERIALS FROM THE SITE UNLESS NOTED OTHERWISE. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY MATERIALS. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR CONSTRUCTION- RELATED INCIDENT PERFORMED UNDER THIS CONTRACT_ 10. REPAIR OR REPLACE ANY WALLS, FLOORS, OR EQUIPMENT DAMAGED AS A RESULT OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH AND /OR CONDITION. 11. THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT - ENGINEER ANY MATERIALS TO BE REUSED AND WILL BE RESPONSIBLE FOR VERIFYING AND MAINTAINING THE FUNCTIONAL AND AESTHETIC INTEGRITY OF THE MATERIALS. 12. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER, COMMUNICATION AND DATA CABLES SO AS NOT TO INADVERTENTLY INTERRUPT THE CONTINUITY OF THEIR SERVICE. 13. PATCH ALL FLOOR AND CEILING PENETRATIONS RESULTING FROM REMOVAL OR REROUTING OF' NEW OR EXISTING PIPING, DUCTWORK, CONDUIT, ETC...AS REQUIRED TO MAINTAIN FIRE SEPARATIONS. FINISH AS REQUIRED FOR NEW OR EXISTING ADJACENT SURFACES. 14. CAP ALL DISCONNECTED MECHANICAL PIPING LINES WITHIN THE WALL OR FLOOR. PATCH AND FINISH AS REQUIRED TO MATCH NEW OR EXISTING ADJACENT SURFACES. 15. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND NOTES FOR FURTHER SEQUENCING AND SCOPE OF WORK. 16. AVOID ANY DISTURBANCE OF SOILS WITHIN THE ZONE OF INFLUENCE AROUND EXISTING FOOTINGS AND FLOOR SLABS AS DIRECTED BY SOILS ENGINEER. REVIEWED FOR ., CODE COMPLIANCE APPROVED JAN 1 q � ` " o-YE "Y - ,l ` Y BQTe: ,R''•, f REVISION NO; _ L CdF2RE Tl06V LTR KEY PLAN RECEDED NOV 19 2007 PERMIT CENTER O O 0 WWI ■1 0 L a) C a 2 cts 0 Iz U a) Ce C::::j I I ........ ................ EXISTING ERIZON WIRELESS ... 9018 120 SF EXISTING TRASH XIS11N STING SUNG., S DESIGN r. EXISTING CARTON CARDS <656 > 2808 SF EXISTING 1286SF EXISTING NATURALIZER < 660 EXISTING THE PICTURE PEOPLE <672) 2155 SF EXISTING JAMBA JUICE < 670> 650 SF 4s. EXISTING HELZGERG DIAMONDS <•576 > 1280 SF EXISTING LE CHATEL <580> 571 SF EXISTING STARBUCKS <584> 627 SF EXISTING M EXISTING TRASH EXISTING FRANKLIN COVEY <568> 5052 SF EXISTING J.C. EXISTING w DEMOLITIO 21 EXISTING ABERCROMBIE < 676 > 5064 SF \23, t9 c a g 1 - Th" EXISTING PACIFIC SUNWEAR <592 > 4097 SF EXISTING SEATTLE MARNIERS TEAM SHOP <588> 1654 SF poT4 I EXISTING LEEDS < > r I9� 1 MACY S COURT RCP O 0 LEGEND NOTES DEMOLITION KEY NOTES REMOVE EXISTING CIRCULAR DISH AT 13' --0" ABOVE FINISH FLOOR. SALVAGE EXISTING ELECTRICAL WIRING AS REQUIRED TO ACCOMODATE FOR NEW LIGHT FIXTURE COLUMN TREATMENT. REFER TO ELEC. DWGS. EXISTING SKYLIGHTS TO REMAIN. EXISTING MALI. TENANT DEMISING WALLS OR STOREFRONT. EXISTING CONCRETE COLUMN. GENERAL DEMOLITION NOTES 1. THE CONTRACTOR SHALL: 2. COORDINATE ALL DEMOLITION /PHASING EFFORTS WITH THE ARCHITECT-ENGINEER AND OWNER'S REPRESENTATIVES. EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION OF MALL OPERATION AND TO PROVIDE PATRON, MANAGEMENT, AND TENANT. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE - APPROVED AND COORDINATED WITH THE OWNER'S REPRESENTATIVE. 3. COORDINATE WITH THE OWNER ANY PRE - APPROVED DISRUPTION AND VERIFICATION OF SERVICE WITHIN THE EXISTING BUILDING SO AS TO MINIMIZE THE DISRUPTION OF SERVICE. 4. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN THE EXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURE TO ISOLATE ANY DEMOLITION /CONSTRUCTION WORK FROM THE GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER. COORDINATE LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS THROUGHOUT THE WORK. 5. MAINTAIN A SECURE. WEATHER -TIGHT ENCLOSURE AT THE EXTERIOR OF THE EXISTING BUILDING THROUGHOUT THE DEMOLITION /CONSTRUCTION PORTION OF THE WORK IN THAT AREA. BUILDING SECURITY SHALL BE COORDINATED WITH THE OWNER. 6. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS AND NOTIFY THE ARCHITECT - ENGINEER OF ANY DISCREPANCIES. 7. REMOVE IN THEIR ENTIRETY AU. EXISTING WALLS, DOORS, AS REQUIRED TO EXECUTE THE DEMOLITION/CONSTRUCTION WORK DESCRIBED BY THE ARCHITECT- ENGINEER. 8. REMOVE ALL DEMOLITION MATERIALS FROM THE SITE UNLESS NOTED OTHERWISE. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY MATERIALS. 9. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR CONSTRUCTION- RELATED INCIDENT PERFORMED UNDER THIS CONTRACT. 10. REPAIR OR REPLACE ANY WALLS, FLOORS, OR EQUIPMENT DAMAGED AS A RESULT OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH AND /OR CONDITION. 11. THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT - ENGINEER ANY MATERIALS TO BE REUSED AND WILL BE RESPONSIBLE FOR VERIFYING AND MAINTAINING THE FUNCTIONAL AND AESTHETIC INTEGRITY OF THE MATERIALS. 12. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER, COMMUNICATION AND DATA CABLES SO AS NOT TO INADVERTENTLY INTERRUPT THE CONTINUITY OF THEIR SERVICE. 13. PATCH AU FLOOR AND CEILING PENETRATIONS RESULTING FROM REMOVAL OR REROUTING OF NEW OR EXISTING PIPING, DUCTWORK, CONDUIT, ETC...AS REQUIRED TO MAINTAIN FIRE SEPARATIONS. FINISH AS REQUIRED FOR NEW OR EXISTING ADJACENT SURFACES. 14. CAP ALL DISCONNECTED MECHANICAL PIPING LINES WITHIN THE WALL OR FLOOR. PATCH AND FINISH AS REQUIRED TO MATCH NEW OR EXISTING ADJACENT SURFACES. 15. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND NOTES FOR FURTHER SEQUENCING AND SCOPE OF WORK. 16. AVOID ANY DISTURBANCE OF SOILS WITHIN THE ZONE OF INFLUENCE AROUND EXISTING FOOTINGS AND FLOOR SLABS AS DIRECTED BY SOILS ENGINEER. ODE COMPLIANCE m saai?ts e%.5En City Of a -r r _ w , . KEY PLAN 0 0 Z w 0 a - 62 ow H Z D 0—i CO 2 U Q W F Z F U I-I :D WO o (f) RECEIVED OCT 10 2007 PERMIT CENTER O .I= 0 a a� !` IlT o L cu Ce 2 EXISTING STORAGE ROOM EXISTING STORAGE ROOM EXISTING STORAGE ROOM EXISTING RESTROOM <110 8 -11. EXIST 4Q HT (STING BRE 'OOM EXISTING RESTROOM < 111 EXISTING RESTROOM 1O1 EXISTING OFFICE SPACE <102> EXISTING SECURITY OFFICE SPACE <103 > EXISTING STORAGE ROOM C� MEW IMP• 1 I - r I - 1--- I--- 1---- 1- -- 1- - 1 1 1 Ia I 1 . �•'Z_r- 1 � -r -- I 1 — i _ 1— I I I EXISTING CORRIDOR < �s F 1O 1 I l I I -- �.. 1 1 1 1 I 1 — 1- --1- -- 1 I I I 1 I I I ! __ L_J__ 1 1 XISTI4 1 GEN RAL __ T 1 1 \ \ 1E8' -11 "(EXIST qL'G HTII 1 1 1 I I 1 _1__I 1 _ T �•L _ 1 -- 1 __1t 1 1 1 1 1 I _ 4__�._... —1_ \ 1 1 1 � � �1— — ( 7 I i I 1 I ®e ® ®Y1 /®®. 19 i t 1 :1 / 1 11 / 1� / 1 / 1 I / 1 II 1 / 4— —A — 4 --1- - -H 1 / OFF SPAC E ICY / I Iii 1 / !8' -11 XIST C ' HT • I / / 1; I / 1 10 1 1 01 TYP. I/ 1 1 I/ r ( ) i -- 1 ------ 1 -- ---1-- --Il ---1 4 1 LIMIT OF WORK 1 1 I 1 T r 1 I I I 1 i-r— . --- -- _ -- r. EXISTING OFFICE SPACE <10.4> 6' ry 6' -3 1/2' 11•111 yi 1 20 0141i NORTH SCALE: 1/4" = 1' -0' F ce, F,JK a .ppC" ■ DEMOLITION SECURITY OFFICE RCP 0 LEGEND NOTES DEMOLITION KEY NOTES EXISTING CEILING GRID TO REMAIN THRU -OUT RE -PAINT GRIDS & RE-TENT1ON EXISTING CEILING WIRE SUPPORT AS REQUIRED TO ACCOMMODATE FOR NEW ACT CEILING TILE THRU-OUT. REMOVE EXISTING ACT CEILING TILE THRU -OUT. EXISTING FIRE SPRINKLER HEADS TO REMAIN. RELOCATE CD EXISTING FIRE SPRINKLER HEAD IF REQUIRED TO ACCOMMODATE FOR NEW FLOOR PLAN LAYOUT. REFER TO 11LE MECH. COLOR DWGS. . n EXISTING HVAC CEILING DIFFUSER/ RETURN AIR REGISTER 4 TO REMAIN. CLEAN AND REPAINT TO MATCH NEW ACT O REMOVE EXISTING 2X2, 2X4 AND EXISTING EMERGENCY LIGHT FIXTURE THRU -OUT. REFER TO ELEC. DWGS. O EXISTING LIGHT FIXTURE TO REMAIN. EXISTING CD TO REMAIN. O REMOVE ELEC. DWGS. EXISTING EMERGENCY FLOOD LIGHT. REFER TO RELOCATE EXISTING LIGHT FIXTURE REFER TO ELEC. DWGS. 10 EXISTING CEILING TO REMAIN THRU -OUT. 11 O REMOVE OR RELOCATE EXISTING RAR OR CD REFER TO MECH. DWGS. 12 REMOVE EXISTING FLOOD LIGHT REFER TO ELEC. DWGS. 8 EXISTING FIRE SPRINKLER HEAD TO REMAIN TYP. PROVIDED ADDITIONAL CEILING GRID AS REQUIRED TO ACCOMMODATE FOR NEW ACOUSTICAL CEILING 71LE. 6. 7. 8. 9. LEGEND D LS] 1=P NORDSTROM 0 .1 D O EXISTING 2X4 ACT CEILING TILE TO REMAIN. EXISTING 2X2 ACT CEILING TILE TO REMAIN. REMOVE EXISTING 2X4 ACT CEILING TILE TO REMAIN. REMOVE EXISTING 2X2 ACT CEILING 111.E TO REMAIN. EXISTING SPEAKER TO REMAIN. EXISTING CEILING DIFFUSER & RETURN AIR GRILLE. REFER TO MECHANICAL DWGS. EXISTING FIRE SPRINKLER HEAD. REFER TO MECHANICAL DWGS. NEW OR RELOCATED FIRE SPRINKLER HEAD. REFER TO MECHANICAL DWGS. EXISTING 2X4 LIGHT FIXTURE. REFER TO ELEC. DWGS. EXISTING 2X2 LIGHT FIXTURE. REFER TO ELEC. DWGS. REMOVE EXISTING 2X4 LIGHT FIXTURE. REFER TO ELEC. DWGS. REMOVE EXISTING 2X2 LIGHT FIXTURE. REFER TO ELEC. DWGS. EXISTING EMERGENCY FLOOD LIGHT FIXTURE. REFER TO ELEC. DWGS. GENERAL DEMOLITION NOTES 1. THE CONTRACTOR SHALL: 2. COORDINATE ALL DEMOLITION/PHASING EFFORTS WITH THE ARCHITECT- ENGINEER AND OWNER'S REPRESENTATIVES. EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION OF MALL OPERATION AND TO PROVIDE PATRON, MANAGEMENT, AND TENANT. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE - APPROVED AND COORDINATED WITH THE OWNER'S REPRESENTATIVE. 3. COORDINATE WITH THE OWNER ANY PRE - APPROVED DISRUPTION AND VERIFICATION OF SERVICE WITHIN THE EXISTING BUILDING SO AS TO MINIMIZE THE DISRUPTION OF SERVICE. 4. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN THE EXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURE TO ISOLATE ANY DEMOLITION /CONSTRUCTION WORK FROM THE GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER. COORDINATE LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS THROUGHOUT THE WORK. 5. MAINTAIN A SECURE, WEATHER --11GHT ENCLOSURE AT THE EXTERIOR OF THE EXISTING BUILDING THROUGHOUT THE DEMOLITION /CONSTRUCTION PORTION OF THE WORK IN THAT AREA. BUILDING SECURITY SHALL BE COORDINATED WITH THE OWNER. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS AND NOTIFY THE ARCHITECT- ENGINEER OF ANY DISCREPANCIES. REMOVE IN THEIR ENTIRETY ALL EXISTING WALLS, DOORS, AS REQUIRED TO EXECUTE THE DEMOLITION /CONSTRUCTION WORK DESCRIBED BY THE ARCHITECT - ENGINEER. REMOVE ALL DEMOLITION MATERIALS FROM THE SITE UNLESS NOTED OTHERWISE. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY MATERIALS. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS AND EQUIPMENT FROM DAMAGE DUE TD ANY DEMOLITION OR CONSTRUCTION- RELATED INCIDENT PERFORMED UNDER THIS CONTRACT. 10. REPAIR OR REPLACE ANY WALLS, FLOORS, OR EQUIPMENT DAMAGED AS A RESULT OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH AND /OR CONDITION. 11. THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT- ENGINEER ANY MATERIALS TO BE REUSED AND WILL BE RESPONSIBLE FOR VERIFYING AND MAINTAINING THE FUNCTIONAL AND AESTHETIC INTEGRITY OF THE MATERIALS. 12. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER, COMMUNICATION AND DATA CABLES SO AS NOT TO INADVERTENTLY INTERRUPT THE CONTINUITY OF THEIR SERVICE. 13. PATCH ALL FLOOR AND CEILING PENETRATIONS RESULTING FROM REMOVAL OR REROUTING OF NEW OR EXISTING PIPING. DUCTWORK, CONDUIT, ETC...AS REQUIRED TO MAINTAIN FIRE SEPARATIONS. FINISH AS REQUIRED FOR NEW OR EXISTING ADJACENT SURFACES. 14. CAP ALL DISCONNECTED MECHANICAL PIPING LINES WITHIN THE WALL OR FLOOR. PATCH AND FINISH AS REQUIRED TO MATCH NEW OR EXISTING ADJACENT SURFACES. 15. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND NOTES FOR FURTHER SEQUENCING AND SCOPE OF WORK. 16. AVOID ANY DISTURBANCE OF SOILS WITHIN THE ZONE OF INFLUENCE AROUND EXISTING FOOTINGS AND FLOOR SLABS AS DIRECTED BY SOILS ENGINEER. 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T A A ,t Z. tsk • z4A ,;... r .q. 6 4 rr� �y. h • 6 .. EXISTING PAYLESS SHOESOURCE <364 2986 SF EXISTING KID'S LOCKER ROOM 362 '"""1.653'SF _. EXISTING ELECTRONICS BOUTIQUE < 360 895 SF I EXISTING PRETZEL TIME < 358 405 SF EXISTING SWEET FACTORY < 356 675 SF i :1 - - I 54 I _ T yr 1 • 1 Tr . 1 1 • 55 j EXISTING JUST SPORTS <368> 1196 SF EXISTING WHISTLE WORK WEAR < 372 1562 SF EXISTING 374 1925 SF EXISTING CHOICE CASUAL 376 2800 SF EXISTING KING COUNTY LIBRARY (384 3195 SF EXISTING EXISTING FRED MEYER JEWEJERS ALTERATION EXPRESS < 388 1530 SF .Iw A. gi T. ti EXISTING STOCKROOM 0 ti V I 1 EXISyf C ®MC TI ;;; } ti tMM 3 k 1 EXISTING V Or". 77, Or& 6 OP " 57 EXISTING StAIRS EXISTING rea Trf EXISTING EXISTING ELEC. • §n EXISTING WET SEAL 7180 SF EXISTING FOOTLOCKER 5078 SF EXISTING SAM GOODY 2305 SF 2427 SF EXISTING CARIMAR 960 SF EXISTING FITTING ROOM EXISTING STOREFRONT CLOSET EXISTING MERMIS EXISTING JCPENNEY EXISTING STOREFRONT CLOSET1 NORTH ELEV. PARTIAL EAST ENTRY FLOOR PLAN EXISTING aTAIRS 61 LEGEND NOTES KEY NOTES EXISTING MALL DIRECTORY TO REMAIN, REMOVE AND REINSTALL AS REQUIRED TO ACCOMMODATE FOR NEW MALL SIGNAGE POWER CONNECTION. REFER TO ELEC. FOR POWER REQUIREMENTS. LOCATION COORDINATE WITH WESTFIELD ON SITE ARCHITECT OR MALL MANAGEMENT 206.802.6076. REMOVE EXISTING COMPOSITE STONE FLOORING TILE TO ACCOMMODATE FOR THE SAW CUTTING OF EXISTING CONCRETE TOPPING. FOR NEW 6"WX2-1/2*D SLIP TRENCH TO ACCOMMODATE FOR NEW ELEC. CONDUITS. REFER TO ELEC. DWGS. PATCH EXISTING FLOOR TO MATCH EXISTING CONDITION. EXISTING COMPOSITE STONE TILE FIELD VERIFY EXACT LOCATION. ROVER 12X12X1.2CM-VERDI ALPI (GREEN) ROVER 12X12X1.2CM-BRECCIA ONIGIATA (BORDER) ROVER 12X12X1.2CM-BOTTICINO (FIELD) LEGEND NEW CONSTRUCTION KEY PLAN EXISTING TO REMAIN 0 0 0 CL 0 '- O _I LL < >- z 1- am - w W (i) Z < W w 0 Of < 0 a. CO 41. RECEIVED PERMIT CENTER 0 C I= -,= Limo CD Co CC 0 o 0 . ENLARGED RESTROOM FLOOR PLAN NOTE: REFER TO SHEET A4.0 FOR EQUIPMENT CAI OUT AND PLUMBING FIXTURE MOUNTING HEIGHT. REVIEWED CODE COMPLIANCE APPRCVED JAN 1 ; 2LE RECE1VEL NOV 1 9 2007 PERMIT CENTER EXISTING STORAGE ROOM EXISTING BACK OF HOUSE (EXISTING CARPET) EXISTING STORAGE ROOM EXISTING STORAGE ROOM EXISTING RESTROOM < 110 > NEW STORAGE (EXISTING CARPET) 10*-0 7/8" NEW OFFICE < 107 > (CPT) 11111111111111111111.1111111111111111E ELOCATED DOOR =1111111MITIMIMIIITHIMMIMLITITITITITIllitErl= lift ;:JEt ___ILJILAL - 1111/111111.11P22=MgMt 5 or EMEMEEMEMIIE 11•11111111M111111111; HIMISIMEM111; Numminiumnommmi 10-5 7/8" NEW TRH-1 --------\\"---____ RELOCATED DOOR If1111111/1111111illiii HIT i111111 NE IIIII ME NI El 1.1 RI III IR RI MI MI IN III III POUCE SUB-STATION EXISTING ELEC. PANEL NEW ELEC. PANEL REFER TO ELEC. DWG EXISTING BREAK ROOM <109> NEW LOCKER RM <104A> (CPT) NEW GENERAL OFFICE < 106 > (CPTT) NEW TRH-2 EXISTING RESTROOM ff • uI FM I ---- EXISTING RESTROOM < 101 > --NEW TRH EXISTING OFFICE SPACE <102 > EXISTING SECURITY OFFICE SPACE < 103 > FI RE CONTROL PANEL BY OTHER'S Mil HI EE Ell EN EH Ell 1111 NE Ell Ell Ell Ell 17 EXISTING STORAGE ROOM cii r. NEW TRH-2 NORTH .1. EXISTING FIRE EXTINGUISHER RELOCATE AS REQUIRED TO ACCOMMODATE FOR NEW a.m. PANEL EXISTING CORRIDOR PARTIAL NEW POLICE SUB-STATION FLOOR PLAN SCALE: 1/4" l INDICATE UMIT OF WORK • MALL SECURITY EXISTING OFFICE SPACE NEW TRH-2 -NEW TRH-2 NEW WAITING AREA <105A> (CPU) 0 F- 0 zz oa 0 LL. w Z 0 Z 1 71-- < I < cl) U) OF— W 11-1 1.11 Q. 0 < < 0 0_ CO U * C C C CO • L \pro jects\73- 07129 -031" dwg\Ar/zz -rcp1 a.dwg Sep 21, 2007 3:07pm - Ipanida OM- IIIIIIII 11111111 11111111 IIIIIIII 11111111 S1Si+e 3. Nis4 -'JH Fi111 " 74?pV: i 'i Ise:14= I4:1 :; C.e.e�1l.s.II,C�H.GZ I RQ3I� MAR aE�R Ala« IFe.�I.R lllll mat v it Group re do ure Engineering Planning Interiors 02007, DIA Group•Inc., a Washington corporation, ALL RIGHTS RESERVED. A2.0 73- 07129 -03 10-1-2007 OVERAL RCP SOUTHCENTER MALL INTERIOR RENOVATION 5188 REGISTERED ARCHITECT REINALDI SCOTT KRUSE STATE OF WASHINGTON BID/ CONSTRUCTION SET 10 -1 -2007 EXISTING TENANT 0 TIP) EXISTING MALL CONCOURSE EXISTING SEAR'S O O O O O O EXISTING PRETZEL TIOE 0 < > O TYP O O O O EXISTING SEAR'S COURT 0 O O O O I C 0 O O /EXISTING MALL FIELD ` VERIFY POC LOCATION O O O TIP) 0 O NEW EXPANSION BY OTHERS FIELD VERIFY POC J LOCATION O i O O O O PARTIAL SEAR'S COURT RCP NORTH SCALE: 1/8" = I'--0 O O O • P -1 LEGEND NOTES KEY NOTES O PAINT EXISTING MALL CONCOURSE GWB CEILING THRU —OUT WITH P -1. PROTECT EXISTING OR ADJACENT WALLS, LIGHT FIXTURES AND FIRE SPRINKLER HEADS, HVAC DIFFUSERS, AND EXISTING SKY LIGHT OR TENANT OR MALL SIGNAGE AND OTHER EXISTING ELECTRICAL APPARATUS IN THE CEILINGS FROM OVER SPRAY AS REQUIRED. PAINTING SHOULD START ABOVE EXISTING MALL SOFFIT CROWN. ABOVE ALL TENANT STOREFRONT SYSTEM. PAINT VERTICAL WALL ABOVE IT AND MALL CEILING THRU —OUT. TYP. 0 EXISTING SKYLIGHT TO REMAIN. O EXISTING MALL TENANT DEMISING WALLS OR STOREFRONT. LEGEND l 0 REVIEWED FOR CODE COMPLIANCE APPROVED !AM I Q ?ffIc: ql NORDSTROM BENJAMIN MOORE INTERIOR READY —MIXED SUPER WHITE. EXISTING GWB.CEILING THRU—OUT..PAINT TYP. EXISTING 24X24 METAL CEILING ACCESS PANEL. EXISTING 2X4 ACT CEILING 1111 TO REMAIN. EXISTING 2X2 ACT CEILING TILE TO REMAIN. EXISTING 2X4 TIGHT FIXTURE. EXISTING 2X2 LIGHT FIXTURE. EXISTING 4' -0 STRIP LIGHT FIXTURE. O EXISTING RECESSED DOWN LIGHT FIXTURE. EXISTING SECURITY CAMERA; EXISTING LINEAR DIFFUSER. EXISTING CEILING DIFFUSER & RETURN AIR GRILLE. • EXISTING FIRE SPRINKLER HEAD. KEY PLAN Macyt iflii � INM — O O- z w 0 z w a U - � Q O II 0 co W tt Z w W ci)U J Q Q 0 a CO r • N ecE RECEIVED OCT 10 2007 PERMIT CENTER MINN 0 O • • L � L r L LEI 0 0 0 0 0 • • T 4 EXISTING TALBOTS <748> 4616 SF EXISTING ESPRESSO BAR EXISTING ELEC. I J Tv) TYP) EXISTING NORDSTROM 171,275 SF EXISTING BEN BRIDGE JEWELERS <740> 1758 SF n EXISTING PARFUMERIE 705 SF EXISTING SUNCOAST MOTION PIC LIRE < 728 1856 SF EXISTING WALDENBOOKS <724> 4458 SF 1 11 NZ AN 12/ \13 CINGULAR <c. 007 it SF EXISTING SU < TUT L �� 6 � 200 SF NORTH SCALE 1/8" = 1' - 0" EXISTING WEIE FIELD JEWELERS 628 >j 1832 SF EXISTING BIAGIO < 624 1879 SF EXISTING VERILON WIRELESS < 620 2345 SF EXISTING MADE N WASHINGTON <616> 2345 SF E XISTING S G < 612 1879 SF EXISTING VICTORIAS SECRETS < 100 9705 SF ET WEST ENTRY REFLECTED CEILING PLAN >o� LEGEND NOTES KEY NOTES PAINT EXISTING MALL CONCOURSE GWB CEILING THRU —OUT O WITH P -1. PROTECT EXISTING OR ADJACENT WALLS, LIGHT FIXTURES AND FIRE SPRINKLER HEADS, HVAC DIFFUSERS, AND EXISTING SKY UGHT OR TENANT OR MALL SIGNAGE AND OTHER EXISTING ELECTRICAL APPARATUS IN THE CEILINGS FROM OVER SPRAY AS REQUIRED. PAINTING SHOULD START ABOVE EXISTING MALL SOFFIT CROWN. ABOVE ALL TENANT STOREFRONT SYSTEM. PAINT VERTICAL WALL ABOVE IT AND MALL CEILING THRU —OUT. TYP. 0 EXISTING SKYLIGHT TO REMAIN. O EXISTING MALL TENANT DEMISING WALLS OR STOREFRONT. 0 4 PROVIDE NEW ELECTRICAL POWER FOR NEW NORDSTROM SIGN. SIGN TO BE INSTALLED BY OTHERS. REFER TO ELEVATION AND ELECTRICAL DWGS. MOUNTED AT 15-11" AFF TO CENTER OF J BOX. I P -1 BENJAMIN MOORE INTERIOR READY —MIXED SUPER WHITE. LEGEND :l EXISTING GWB CEILING THRU —OUT. PAINT TYP. EXISTING 24X24 METAL CEILING ACCESS PANEL. O EXISTING RECESSED DOWN UGHT FIXTURE. V EXISTING SECURITY CAMERA. EXISTING LINEAR DIFFUSER. ELI EXISTING CEILING DIFFUSER & RETURN AIR GRILLE. • EXISTING FIRE SPRINKLER HEAD. i . REVIE I~x r-. r'. r- r•.. %.,OD " ..l..�ME'L1i I C.L APPROVED JAN 1 t PI !Tr KEY PLAN NNE ■ ■ L _L Z 0 0 Z w z fa! gCt EL 0 (9 0-_ D W Q 0 2 fX LL W W >- z � W H w F 0 1-1-1 RECEIVED OCT 10 2007 PERMIT CENTER a a) EXIS NG ISLAND NK JET 1 150 SF L r L LEI 0 0 0 0 0 • • T 4 EXISTING TALBOTS <748> 4616 SF EXISTING ESPRESSO BAR EXISTING ELEC. I J Tv) TYP) EXISTING NORDSTROM 171,275 SF EXISTING BEN BRIDGE JEWELERS <740> 1758 SF n EXISTING PARFUMERIE 705 SF EXISTING SUNCOAST MOTION PIC LIRE < 728 1856 SF EXISTING WALDENBOOKS <724> 4458 SF 1 11 NZ AN 12/ \13 CINGULAR <c. 007 it SF EXISTING SU < TUT L �� 6 � 200 SF NORTH SCALE 1/8" = 1' - 0" EXISTING WEIE FIELD JEWELERS 628 >j 1832 SF EXISTING BIAGIO < 624 1879 SF EXISTING VERILON WIRELESS < 620 2345 SF EXISTING MADE N WASHINGTON <616> 2345 SF E XISTING S G < 612 1879 SF EXISTING VICTORIAS SECRETS < 100 9705 SF ET WEST ENTRY REFLECTED CEILING PLAN >o� LEGEND NOTES KEY NOTES PAINT EXISTING MALL CONCOURSE GWB CEILING THRU —OUT O WITH P -1. PROTECT EXISTING OR ADJACENT WALLS, LIGHT FIXTURES AND FIRE SPRINKLER HEADS, HVAC DIFFUSERS, AND EXISTING SKY UGHT OR TENANT OR MALL SIGNAGE AND OTHER EXISTING ELECTRICAL APPARATUS IN THE CEILINGS FROM OVER SPRAY AS REQUIRED. PAINTING SHOULD START ABOVE EXISTING MALL SOFFIT CROWN. ABOVE ALL TENANT STOREFRONT SYSTEM. PAINT VERTICAL WALL ABOVE IT AND MALL CEILING THRU —OUT. TYP. 0 EXISTING SKYLIGHT TO REMAIN. O EXISTING MALL TENANT DEMISING WALLS OR STOREFRONT. 0 4 PROVIDE NEW ELECTRICAL POWER FOR NEW NORDSTROM SIGN. SIGN TO BE INSTALLED BY OTHERS. REFER TO ELEVATION AND ELECTRICAL DWGS. MOUNTED AT 15-11" AFF TO CENTER OF J BOX. I P -1 BENJAMIN MOORE INTERIOR READY —MIXED SUPER WHITE. LEGEND :l EXISTING GWB CEILING THRU —OUT. PAINT TYP. EXISTING 24X24 METAL CEILING ACCESS PANEL. O EXISTING RECESSED DOWN UGHT FIXTURE. V EXISTING SECURITY CAMERA. EXISTING LINEAR DIFFUSER. ELI EXISTING CEILING DIFFUSER & RETURN AIR GRILLE. • EXISTING FIRE SPRINKLER HEAD. i . REVIE I~x r-. r'. r- r•.. %.,OD " ..l..�ME'L1i I C.L APPROVED JAN 1 t PI !Tr KEY PLAN NNE ■ ■ L _L Z 0 0 Z w z fa! gCt EL 0 (9 0-_ D W Q 0 2 fX LL W W >- z � W H w F 0 1-1-1 RECEIVED OCT 10 2007 PERMIT CENTER a a) EXISTING EXISTING PETITET EXISTING CARTON CARDS 656> 2808 SF EXISTING SUNGLASS DESIGN <9013> EXISTING M EXISTING NATURALIZER <660> 12865F EXISTING JAMBA JUICE <670> 650 SF EXISTING THE PICTURE PEOPLE <672> 2155 SF EXISTING ABERCROMBIE 676 > 5064 SF EXISTING HELZGERG DIAMONDS 576 > 1280 SF EXISTING LE CHATEL <580> 571 SF EXISTING STARBUCKS <584> 827 SF r/ EXISTING PACIFIC SUNWEAR <592 > 4097 SF EXISTING THINGS REMEMBERED 572 > 1396 SF Tr) EXISTING FRANKLIN COVEY K568> 5052 SF EXISTING NORTH SCALE: 1/S" = 1' -0" EXISTING EXISTING EXISTING VERIZON WIRELESS <9018> 120 SF EXISTING LEEDS MACY'S COURT REFLECTED CEILING PLAN LEGEND NOTES KEY NOTES 1 PETEILING AREA 5 P AINT BESNJAMI LEC ED MOO DESERTED A IS OC -99INDICATED IN HATCH AREA CD EXISTING SKYLIGHT TO REMAIN. 0 EXISTING TENANT DEMISING WALL OR STOREFRONT. �4 EXISTING COLUMNS TO BE PAINTED THROUGHTOUT. O FUTURE SIGNAGE LOCATION BY OTHERS. EXISTING SKYLIGHT TO REMAIN. a FF 7 L - 11 BENJAMIN MOORE INTERIOR READY -MIXED SUPER WHITE. REVIEWED FOR I CODE COMPLIANCE APPROVED L , irrrr r-,.1 r,,, r -, ,, p,,,,,,, ! NORDSTROM KEY PLAN M N 0 Eir) >- ¢O or) ['9 07 CV Q c ti RECEIVED OCT 10 2007 PERMIT CENTER a. G N s- 0 C I e L e- 0 - = . Q EXISTING WILSON'S LEANER <220> 3797 SF EXISTING SOUTHCENTER COBBLER 260> 823 SF I I I EXISTING SAN FRANCISCO MUSIC BOX 224 > 1453 SF a EXISTING WIZARDS OF THE COAST <228> 1700 SF EXISTING I A BIT OF HAWAII 216 SF EXISTING ISIS 256 > 1097 SF EXISTING 1057 SF EXISTING . SHIRTZ TO GO <248> 814 SF EXISTING TINDER BOX 244 > 940 SF EXISTING PERFUMANIA 240> 923 SF EXISTING CATHY JEAN 236 > 1125 SF 40 • 0 0 0 I TT ih �fl ih L 7 (TYP) 41 • 0 0 7 LL] • o� 0 • • EXISTING G.N.C. (308 > 1008 SF (SIM) EXISTING JAMES BOUTIQUE 304 > 1299 SF EXISTING ZALES JEWELERS 1845 SF EXISTING JOHNNY ROCKETS <300> 2072 SF EXISTING SUNGLASS HUT 216 SF EXISTING SOLE OUTDOORS <316> 1879 SF j EXISTING TRASH RM EXISTING WIZARDS OF THE COAST - 228 1700 SF EXISTING NORTH SCALE: 1/8" = 1' -o" EXISTING WIZARDS OF THE COAST < 228 > 1700 SF NORTH ENTRY REFLECTED CEILING PLAN I I I I P--1 n LEGEND NOTES KEY NOTES PAINT EXISTING MALL CONCOURSE GWB CEILING THRU -OUT WITH P -1. PROTECT EXISTING OR ADJACENT WALLS, LIGHT FIXTURES AND FIRE SPRINKLER HEADS, HVAC DIFFUSERS, AND 0 EXISTING SKY LIGHT OR TENANT OR MALL SIGNAGE AND OTHER EXISTING ELECTRICAL APPARATUS IN THE CEILINGS FROM OVER SPRAY AS REQUIRED. PAINTING SHOULD START ABOVE EXISTING MALL SOFFIT CROWN. ABOVE ALL TENANT STOREFRONT SYSTEM. PAINT VERTICAL WALL ABOVE IT AND MALL CEILING THRU -OUT. TYP. 0 EXISTING SKYLIGHT TO REMAIN. EXISTING MALL TENANT DEMISING WALLS OR STOREFRONT. LEGEND I■1 0 BENJAMIN MOORE INTERIOR READY -MIXED SUPER WHITE. ' mod roc. CODE COMPLIANCE APPROV7D are 1 EXISTING GWB CEILING THRU -OUT. PAINT TYP. EXISTING 24X24 METAL CEILING ACCESS PANEL. EXISTING 2X4 LIGHT FIXTURE TIP. EXISTING RECESSED DOWN LIGHT FIXTURE. EXISTING SECURITY CAMERA. EXISTING LINEAR DIFFUSER. EXISTING CEILING DIFFUSER & RETURN AIR GRILLE. • EXISTING FIRE SPRINKLER HEAD. KEY PLAN —d I Z O F= O z W tr.t 0 O Z J w W Co) Z D W I— U Q c J W � LU � Z H W Z U w = I I. oO z cA N RECEIVED OCT 10 2007 PERMIT CENTER 0 C t co a c 1 2 a ME CO w C - W g De W 0 C es = d re 0 C.211 :I:2 a ti O L N o S (STING WIRELESS 50 SF ti k Q b a. a N E 0 t%j . c 171 cu V N 2 N :J u EXISTING WET SEAL <340> 7180 SF EXISTING SAM GOODY < 348> 2305 SF 53 4 r1 2427 SF \ / \ / \ / \ / \ / \ / \ / / \ / \ 3. EXISTING CARIMAR <354> 960 SF - - MME iss■ less■ MMM■■ I'ii■■• ME■ ■ iii■ ■ i■■ MIEN ■ISM■ MI= MIME NMI MUM MI= MINN ■I■�UI MEN IMAM ■ id MIEN ■ISas■ o ■Iii■■ MINN ■IE■■ ■ W mum ■I■U■ ■ii`■■ ■I■U■ ■O■ • ■sue■ ■sa■ NNE. swim Nom ■ m■ ■I■ -- CIS:em m■■ mum ■m■!■■ ■ u■ ■I■UU mum ■0m■ ■mom■ mum Nom ammo ■IiU■ ■m.. ■ ■E■ ■um mum ■IiU■ ■ u■ mum sumo ■u ■■ ■I■.'■■ Imo mien mom ■um ■a■■ mum ■I'U■ mum m■■ ■ u■ mum m■■ ■0Rs ©M': RH a V ■_II ■mu ■ _II MEMO ■ °I OMEN ■MI■ • I I■ IEEE ■■lI■ • I • • 0 IN EMIR • I IN 1121'. URIIU ■s■■ ■■■I■ • o IN 1111■I■ ■■■I■ ■■II■ • • i IN ■__. ■III■. ■ I I■ ' SEA ■ I I■ MINIM ■■II■ ■■�I■ • o Is ■ IEN ■• •• ■ssU ■s■I■ • IN ■s■I■ • • ■■■■ ■■■■ • IN ENE ■s■■ MIME II o I■ ■■■I■ MINIM ■■ll■ ■s■I■ ■■sE■ • • • IN MIEN MIEN MIME MUM ■s■I■ • • slU ■■ll■ ■M■I■ ■■I■I■ ■■1I■ • I■ ■s■■ ■EM ■E■ ■UUI■ ■�■ mums ■■ O I 0 O I 93 EXISTING PAYLESS SHOESOURCE <364 > 2986 SF EXISTING KID'S LOCKER ROOM < 362 > :1653 EXISTING ELECTRONICS BOUTIQUE <360> 895 SF EXISTING PRETZEL TIME < 358 > 405 SF EXISTING SWEET FACTORY < 356 > 675 SF DP 0 (P) EXISTING JUST SPORTS < 368 1196 SF EXISTING WHISTLE WORK WEAR 1562 SF EXISTING <374 > 1925 SF 56 Q EXISTING W • EXI 1 NG tttttttt�rt�I EXISTING J.C. RM EXISTING ELEC. Ii • 58 0 O 0 0 0 PAINT EXISTING MALL CONCOURSE GWB CEILING THRU -OUT WITH P -1. PROTECT EXISTING OR ADJACENT WALLS. LIGHT FIXTURES AND FIRE SPRINKLER HEADS, HVAC DIFFUSERS, AND EXISTING SKY LIGHT OR TENANT OR MALI_ SIGNAGE AND OTHER EXISTING ELECTRICAL APPARATUS IN THE CEILINGS FROM OVER SPRAY AS REQUIRED. PAINTING SHOULD START ABOVE EXISTING MALL SOFFIT CROWN. ABOVE ALL TENANT STOREFRONT SYSTEM. PAINT VERTICAL WALL ABOVE IT AND MALL CEILING THRU -OUT. TYP. O EXISTING SKYLIGHT TO REMAIN. C 3 EXISTING MALL TENANT DEMISING WALLS OR STOREFRONT. P -1 NORDSTROM LEGEND NOTES KEY NOTES BENJAMIN MOORE INTERIOR READY -MIXED SUPER WHITE LEGEND i=r EXISTING GWB CEILING THRU -OUT. PAINT TYP. EXISTING 24X24 METAL CEILING ACCESS PANEL. EXISTING 2X4 ACT CEILING TILE TO REMAIN. EXISTING 2X2 ACT CEILING TILE TO REMAIN. EXISTING 2X4 LIGHT FIXTURE. EXISTING 2X2 LIGHT FIXTURE. EXISTING 4' -O STRIP LIGHT FIXTURE. O EXISTING RECESSED DOWN LIGHT FIXTURE. EXISTING SECURITY CAMERA. ■I N 0 O EXISTING FIRE SPRINKLER HEAD. REVIEWED -.,4° CODE COMPLIAL APPRCVE 2 1c17 "1 = SOW EXISTING LINEAR DIFFUSER. EXISTING CEILING DIFFUSER & RETURN AIR GRILLE. KEY PLAN i • 1111imeo 111 I MI 1� --o1 I` r iiiIh .ni D O D O C p C I D EXISTING FOOTLOCKER < 400 > 5078 SF • 0 0 • 0 • 0 • 0 • O • 0 • O • O • • O • • • • O • 0 • O ` , • O • O • O • O • 0 • • 0 • 0 • 0 • O 0 • 0 • 0 • O • 0 • 0 • 0 • a O 0 O • • • • 0 O • • O 0 • 0 • 0 • • EXISTING JCPENNEY Q • 0 • O • 0 • O • • r a 0 • 0 • 0 • O EXISTING CHOICE CASUAL <376> 2800 SF EXISTING KING COUNTY LIBRARY < 384 > 3195 SF EXISTING FRED MEYER JEWEJERS < 388> 1530 SF • 0 • 0 • 0 • O • I • • 0 • 0 • 0 • O EXISTING ALTERATION EXPRESS TYP EXISTING ELEV. • 0 • O • 0 • O • • • 0 • • 0 • r[i 1 I EX11NG STAIRS EXISTING STAIRS • 0 • 0 • 0 • 0 NORTH SCALE: 1/8" = 1' -0" • • • PARTIAL EAST ENTRY & JCPENNEY COURT RCP Z 0 CL > F- 0 � W O (2 O r-mw W � Z W Z U Z � J H � w W co W w V QO a CO N m N- o t't 0 RECEIVED OCT 10 2007 PERMIT CENTER u3 Q CIL » = 2 0 I 0 Ce Ci .0) a) 0 C EXISTING STRUCTURE < 548 > 4875 SF DISTING STOR. I IXISTING EL EXISTING BROOKSTONE < 5 44 > 3243 SF EXISTING W EXISTING J.C. RM EXISTING GADZOOKS (540 > 2500 SF EXISTING <5540> 571 SF EXISTING CHARACTER CORNER < 536 > 618 SF 824 SF EXISTING MRS. FIELDS < 528> 600 SF EXISTING JOURNEYS < 520 > 1428 SF EXISTING PNC BANK 178 SF ii �riiiilil ■ ■� Ii■■■■ ,,.,. ■ i■- ITiili�iri10i ■ ■111■11■111■ ■ ■L' ■m ■�Ji riiiiilr■i■il�li■rrTrr�ii E - U.iiii .�■■■■. MEMO= ---- IlF -iiii ■ ■w ■u■■■■ I: C■��C■ICCCC3 raurarm mammummon CHOCOLATE <436> 659 SF KITS CAMERA <440> 1461 SF MOTHERHOOD MATERNITY <442> 974 SF PIERCING PAGODA < 974 SF LIDS < 446 > 974 SF SPECS IN THE CITY <448> 757 SF itt WH ITE ALL JEWEL RS 432 ;► 761 'F WATCH WORLD <428> 790 SF BODY SHOP < 424 > 790 SF CHAMPS SPORTS <420> 3666 SF THE GAP <416> 10,376 SF SECONDARY CONCOURSE RCP NORDSTROM P -1 LEGEND NOTES KEY NOTES O PAINT EXISTING MALL CONCOURSE GWB CEILING THRU -OUT WITH P -1. PROTECT EXISTING OR ADJACENT WALLS, LIGHT FIXTURES AND FIRE SPRINKLER HEADS, HVAC DIFFUSERS, AND EXISTING SKY LIGHT OR TENANT OR MALL SIGNAGE AND OTHER EXISTING ELECTRICAL APPARATUS IN THE CEILINGS FROM OVER SPRAY AS REQUIRED. PAINTING SHOULD START ABOVE EXISTING MALL SOFFIT CROWN. ABOVE ALL TENANT STOREFRONT SYSTEM. PAINT VERTICAL WALL ABOVE IT AND MALL CEILING THRU -OUT. TYA. O EXISTING SKYLIGHT TO REMAIN. O EXISTING MALL TENANT DEMISING WALLS OR STOREFRONT. BENJAMIN MOORE INTERIOR READY-MIXED SUPER WHITE. LEGEND 1=ir I I ICI 0 0 • EXISTING FIRE SPRINKLER HEAD. REVIEWED FOR 1 CODE COMPLIANCE , IF, e F km JAN •� JAN . EXISTING GWB CEIUNG THRU -OUT. PAINT TYP. EXISTING 24X24 METAL CEILING ACCESS PANEL. EXISTING 2X4 ACT CEILING TILE TO REMAIN. EXISTING 2X2 ACT CEILING TILE TO REMAIN. EXISTING 2X4 LIGHT FIXTURE. EXISTING 2X2 LIGHT FIXTURE. EXISTING 4' -O STRIP LIGHT FIXTURE. EXISTING EMERGENCY FLOOD LIGHT FIXTURE. EXISTING RECESSED DOWN LIGHT FIXTURE. EXISTING SECURITY CAMERA. EXISTING LINEAR DIFFUSER. EXISTING CEILING DIFFUSER & RETURN AIR GRILLE. KEY PLAN Z 0 0 0 EE Z W W oZ W J co ce o :5 U� Z O W O r W Q z O � w 0 CO cn C1) RECEIVED OCT 10 2007 PERMIT CENTER 1- 0 0 c co a EXISTING STORAGE ROOM EXISTING CORRIDOR 19 1 EXISTING STORAGE ROOM �r • I i;s MOM •11— 0 0 .y_ 3 I'. r i .,-, 1 G , I �F �E 4 „, • i 8 —11 CI_ G HT �I STING EILING ME IN EXISTING STORAGE ROOM ■ I ■ HOUSE I� I EXISTING STORAGE ROOM 0 li I = i 0 P 1 Eip mi- 1 E,EEIIIIIMIllE. VErrIMErEtrEl 1"11111111 Wore P4 � � ;� �, M .7133 ra L I mil Pit - iiiiiiiiiiiitiii i nffpn iles -moil m (Tyn iti .: ...- e i • repi iamilinisimnioCi nariA.336.:14 tollitl. . 1) : IIII REM 0 IN IN NM MI e I ■ I U I ■ I CL'G HT 'f: P9 mile Ns Ie : NEW G EXISTING RESTROOM 110 > • NEW : z • RESTROOM • ,K108 >.. :. - . ,; NG a EXISTING RESTROOM ■ ■ ■ a ■ G4 NEW DISPATCH <105> 5' -11" CL'G HT NEW ACT -2 CEIUNG 1 /T Arik WA TING AF EA 105A) EW 1" CL'G -IT ( LING POLICE SUB - STATION EXISTING RESTROOM 101 > EXISTING OFFICE SPACE <102> INDICATE LIMIT OF I EXTENDED GWB TO UNDERSIDE OF EXISTING STRL. SUPPORT OR DECKING ABOVE. SEE DETAIL 36/A3.0 EXISTING SECURITY OFFICE SPACE <103> MALL SECURITY EXISTING OFFICE SPACE <104> INDICATE UMIT OF WORK NI.auisPEI. leemusNIR Ism o® smm■■ mmmmmmms °mmsmmo- ®mii®smao■�m- msmmm■�� NEW POLICE SUB - STATION RCP NORTH SCALE: 1/4" = 1' -0 6 a RELOCATED CEILING DIFFUSER. REFER TO MECH. DWGS. O RELOCATED FIRE SPRINKLER HEAD. REFER TO MECH. DWGS. EXTEND EXISTING 5/8 GWB ABOVE CEILING SPACE TO THE 3 UNDERSIDE OF EXISTING STRUCTURAL SUPPORT OR ROOF DECKING. FOR FULL SECURITY CLOSURE. NEW 2X2 ACT CEILING TILE THRU -OUT. , EXISTING MALL TENANT DEMISING WALLS. C RELOCATED 2X2 LIGHT FIXTURE. REFER TO ELEC. DWGS. O NEW FIRE SPRINKLER HEAD. REFER TO MECH. DWGS. O EXISTING FULL HEIGHT WALL TO UNDERSIDE OF ROOF DECKING. O NEW 2X4 ACT CEILING TILE THRU -OUT. NORDSTROM LEGEND NOTES KEY NOTES LEGEND 1=r I_ NEW 2X2 LIGHT FIXTURE. REFER TO ELEC. DWGS. 0 • EXIT SIGN REFER TO ELEC. DWGS. EXISTING SPEAKER TO REMAIN. EXISTING CEILING DIFFUSER & RETURN AIR GRILLE. NEW OR RELOCATED CEILING DIFFUSER & RETURN AIR GRILLE. REFER TO MECH. DWGS. 0 ,NI 1 iei; I. NEW 5/8' GWB CEIUNG. PAINT TYP. NEW 2X4 ACT CEILING TILE. NEW 2X2 ACT CEIUNG TILE. EXISTING 2X4 ACT CEILING TILE TO REMAIN. EXISTING 2X2 ACT CEILING TILE TO REMAIN. NEW 2X4 UGHT FIXTURE. REFER TO ELEC. DWGS. EXISTING 2X4 LIGHT FIXTURE. REFER TO ELEC. DWGS. EXISTING 2X2 UGHT FIXTURE. REFER TO ELEC. DWGS. NEW LIGHT FIXTURE. REFER TO ELEC. DWGS. NEW EXHAUST GRILLE. REFER TO MECH. DWGS. EXISTING FIRE SPRINKLER HEAD TO REMAIN. NEW OR RELOCATED FIRE SPRINKLER HEAD. REFER TO MECH. DWGS. REVIEWED EC :y( CODE COM LItINNCE APPROVED KEY PLAN o ti � �������� ■�'1 I!IIL . 0 MIN A SCI H V7 cr U H L 0 LLI CO CO Z O a 0 z w 0 aw U � Z z O -J � J H CO co W CO W U d w z cq ti N ti 0 N O t-� RECEIVED OCT 10 2007 PERMIT CENTER clig) 0 0 LL " / / - 1111111111111111111111 : p-.. I' i N. � / f o \ 1 iv v IC J J W u 6 0 In r U o 8 EXISTING 9 FINISH FLOOR 2 0 SCALE: 1/4" = a SCALE: 1 1/2" = 1' -0" n TYPICAL COLUMN DETAIL 2' -4" 3D CONDITION DETAIL PAINT EXISTING COLUMN. (TYP.) 4" MTL RING BRACKET SECURE TO EXISTING CONCRETE COLUMN. (PAINT) I----NEW DECORATIVE UGHT FIXTURE TO MATCH NEW EXPANSION COLUMN UGHT FIXTURE. PROVIDED TUBE STL METAL BACKING FOR STIFFENER & ROUTE ALL ELEC. WIRING TO BE CONCEALED IN MTh BRACKET TYP. REFER TO ELEV. DWGS. PROVIDE STONE 11LE COPPING CAP (TYP.) NEW STONE TILE VENEER ST -7A EXISTING COLUMN TILE VENEER ST -7A PROVIDE COPPING CAP TYP. OUTLINE OF EXISTING FLARED COLUMN SIM. 2 - 1/2" VERIES AT EACH CONDITIONS SCALE 1 1/2" = 1' -0" DECORATIVE LIGHT FIXTURE TYP: 1 -1/2" X 4" VERT. TUBE STL WELDED TO STL RING. BACKING 96" FULL LENGTH OF UGHT FIXTURE TYP. ROUTE CONDUIT IN 11JB STEEL NOTE: FEILD VERIFY RING SIZE PRIOR TO FABRICATION. RING SHOULD OCCUR AT EXISTING ELEC. WIRING STUB -OUT LOCATION. LIGHT SUPPORT SCALE 1 1/2" = 1' -0" 5/8" G. WHERE OCCUR. SLOPED COPPING TOP CAP ST -7A SEE SCHEDULE EXISTING BRICK WALL OR CONCREE COLUMN. STUDS PER PLANS /SPECIFICATIONS TYPICAL TILE BASE DETAIL ST -7A VENEER TILE THIN SET OVER 5/8" DENSGLASS GOLD SHEATHING. FINISH FLOOR - [JORTH NG DETAIL 1 -1/2 X 4 STL CHANNEL RING OR CHANNEL PAINT TYP. ROUTE CONDUIT IN TUB OR CHANNEL OUTLINE OF EXISTING FLARED COLUMN 1 -1/2" X 4 TUBE STL SUPPORT WELDED TO STL TYP. 1/4" X12 "X8" PLATE WELED. W/ 2 -5/8" DIA EXPANSION BOLT W/ " EMBED- OUTLINE OF STL SLEEVE FOR STIFFENER AS REQUIRED A3.0 22 A3.0 SCALE: 3" = 1' -0" SCALE: 1 1/2" = 1' -0" SCALE: 1/4" = 1' -0" 8" CONDITION DETAIL DECORATIVE LIGHTING 1/4" X4 "X4" PLATE WELED. W/ 5/8" DIA EXPANSION BOLT SEE DETAIL 3/A6.1 REFER TO STRL DWGS. ELEVATION @ LIGHT SUPPORT EXISTING UNDERSIDE OFMTL ROOF DECKING SUSPENDED CEILING SYSTEM 5/8" GWB (BOTH SIDES) OVER OR 6" MTL STUD 20GA 0 16" O.C. W/ 2" BAIT INSULATION. PAINT WALL TYP. 4" RUBBER OR VINYL OR WOOD BASE (BOTH SIDES) SEE SCHEDULE. FINISHED FLOOR (SET SCHEDULE) EXIST. CONCRETE COLUMN ANCHOR BOLTS AS REQUIRED STL TUBE BACKING WELDED TO RING TYP.(PAINT) STL CHANNEL RING (PAINT) ELEC. CONDUIT FULL WELD TO PLATE 1 -1/2" X 4" STL CHANNEL RING PAINT TYP. REFER TO STRL DWGS. PROVIDE SHOP DRAWINGS FOR REVIEW ROUTE ELEC CONDUIT IN CHANNEL TYP. OUTLINE OF EXISTING FLARED COLUMN NEW TYPICAL GYPSUM WALLBOARD SCALE: 1/4" = 1' -0" SLIP TRACK 362T150 -33 OR 600T150 -33 WHERE OCCURS EXISTING UNDERSIDE OFMTL ROOF DECKING SUSPENDED CEILING SYSTEM EXISTING 5/8" GWB OVER 3- " OR 6" MIL STUD 20GA 0 16" O.C. W/ 2" BATT INSULATION. WHERE OCCURS. PAINT WALL TYP. 4" RUBBER OR VINYL OR WOOD BASE (BOTH SIDES) SEE SCHEDULE. FINISHED FLOOR (SEE SCHEDULE) TYPICAL GYPSUM WALLBOARD WALL SECTION @ EXTENTION CONCRETE BOX DETAIL SCALE: 1 1/2" = 1' -0" 1'_4" 1' -nn PLAN MEW SLIP TRACK 362T150 -33 OR 600T150 -33 WHERE OCCURS EXISTING UNDERSIDE OFMTL ROOF DECKING SUSPENDED CEILING SYSTEM 5/8" GWB (BOTH SIDES) OVER 34 OR 6 MTL STUD 20GA 0 16" 0.C. W/ 2" BATT INSULATION. PAINT WALL TYP. 4" RUBBER OR VINYL OR WOOD BASE (BOTH SIDES) SEE SCHEDULE. FINISHED FLOOR (SEE SCHEDULE) 2" THK. REINFORCED CONCRETE BOX FOR TENANT UTILITIES STUB -OUT FLOOR TRACK -- 2" x 22 GA. (CONTINUOUS) FLOOR TRACK SECURED TO FLOOR WITH POWDER DRIVEN HILT ix- DNI -22P8 7/8" LONG AT 4' -0" O.C. (MAX) NEW TYPICAL GYPSUM WALLBOARD WALL SECTION " / / / / / / / / //I II I III I1 2t THK. 1' -0" 1'-4" SECTION DETAIL SCALE: 1 1/2" = 1'--0" EXISTING FINISH FLOOR cEVIE � `_. i FUR . 1 CODE COMPLIANCE d ry• C E (-3h, c ' I I . . REMOVABLE 1'- 2 "X1' -2" CONCRETE COVER PLATE 2" THK. REINFORCED CONCRETE BOX FOR TENANT UTILITIES STUB --OUT 0 M U RECEIVED OCT 10 2007 PERMIT CENTS& cn O . ) 0.0 E U . 6 = a O o 0 co co WINDOW FRAME DETAILS SIZE TYPE FINISH RATING HEAD JAMB SILL 3'-6" X 4' -O" ALUMN. ANODIZE - 49/A4.0 49/A4.0 49/A4.0 104A 105A 105 106 107 108 112 NEW LOCKER ROOM NEW WAITING AREA NEW DISPATCH NEW GENERAL OFFICE NEW OFFICE NEW RESTROOM NEW STORAGE EXIST BACK OF HOUSE EXIST EXIST EXIST CPTT -1 CPU -1 C7 -1 EXIST EXIST 131 B1 B1 131 131 CTB B1 EXIST MATCH EXIST PNT -3 PNT -3 PNT -3 PNT -3 PNT -3 MATCH EXIST EXIST B1 B1 B1 B1 B1 CTB B1 B1 MATCH EXIST PNT -3 PNT -3 PNT -3 PNT-3 PNT -3 MATCH EXIST MATCH EXIST B1 B1 131 131 B1 CTB B1 EXIST MATCH EXIST PNT -3 PNT -3 PNT -3 PNT -3 PNT -3 MATCH EXIST EXIST B1 51 B1 51 B1 CTB B1 EXIST MATCH EXIST PNT -3 PNT -3 PNT -3 PNT -3 PNT -3 MATCH EXIST EXIST ACT -1 ACT -1 ACT -1 ACT -1 ACT -1 GWB ACT -1 ACT -1 8' -11" 8'-ii" 8' -11" 8 --11" 8' -11" 8' -11" ROOM FINISH SCHEDULE ROOM ROOM FINISH LEGEND SYMBOL FLOORING ST -1 ST -2 ST -3 ST -4 ST -5 CT-1 CPU B1 CTT3 RB TRH -1 TRH -2 PNT -1 PNT -2 PNT -3 FRP CEILINGS ACT -1 ACT -2 GWB ROOM NAME FLOOR NORTH MATERIAL DJARS INC. VOLCANIC, 12X18 12X6 6X6 OLYMPIA 11LE COMPOSITE STONE ROVER, 12X12X1.2cm OLYMPIA TILE COMPOSITE STONE ROVER, 12X12X1.2cm OLYMPIA 11LE COMPOSITE STONE ROVER, 12X12X1.2cm OLYMPIA TILE COMPOSITE STONE MARMOVER, 12X12X1.Ocm 13'X13" PORCELAIN TILE 24 "X24" CARPET TILE 4' HARD WOOD BASE 6 "X13" COVE BASE PORCELAIN TILE RUBBER BASE MARBLE ALUMINUM PAINT PAINT PAINT FIBERGLASS REINFORCE PANEL ACOUSTICAL CEILING TILE ACOUSTICAL CEILING TILE 5/8" GWB BASE WALL BASE EAST MANUFACTURER SAYAN BOTTICINO (field) VERDI ALPI (green) BRECCIA ONICIATA (border) VERDE VIANA (rust) DALTILE MASLANDMODULAR DALIILE BURKE BENJAMIN MOORE BENJAMIN MOORE SHERWIN WILLIAMS KIMLITE ARMSTRONG ARMSTRONG WALL BASE WALL SOUTH PRODUCT NAME HONED SEALED VERANDA T409 AQUEOUS. VERANDA MATCH EXISTING INTERIOR READY -MIXED DESERTED ISLAND SW 7008 ALABASTER FIRE -X GLASBOARD PANEL WITH 5URFASFAI. FINE FISSURED ITEM NO.1758 FINE FISSURED ITEM NO.1759 WEST CEILING BASE WALL MAIL HEIGHT COLOR INTERIOR COLUMN CLADDING INTERIOR WALL AT JCPENNEY COPPER P526 04900 DRIFTWOOD WALL BASE MATERIALS COPPER P526 MATCH EXISTING FLOOR TRANSITIONS BLACK CLEAR ANODIZE PAINT SUPER WHITE SEMI -GLOSS LOW SHEEN OC -99 SEMI -GLOSS LOW SHEEN SEMI -GLOSS LOW SHEEN CLASS A FIRE -RATED .09" 85WHITE WHITE WHITE NOTES MATCH EXISTNG PAINT MATCH EXISTNG PAINT MATCH EXISTNG PAINT REMARKS TAKAKO MURAKAMI / DJARS INC. www.djors.com 444 ALASKA AVENUE, TORRANCE CA 90503, 310-782-9841 INTERIOR INFILL INTERIOR INFILL INTERIOR INFILL INTERIOR INFILL (to match existing) (to match existing) (to match existing) (to match existing) SEAL GROUT & GROUT COLOR TO MATCH TILE OR APPROVED EQUAL GENERAL PAINT COLOR MACYS COURT CEILING ACCENT GENERAL PAINT COLOR 24 "x24 "x3/4 ", 9/16" 24 "x48 "x3/4 ", 9/16" MATCH EXISTING GROUT COLOR TO MATCH TILE MATCH EXISTING WHERE OCCUR OR APPROVED EQUAL OR APPROVED EQUAL OR APPROVED EQUAL INSTALL PER MANUFACTURE'S SPECIFICATIONS PHONE NO. 1- 800- 435 -0080. 1 -515- 467 -8600 FAX NO. 1- 815 -467 -8666 PAINT 1 COLORS & MATERIALS A4.0 DOOR & WINDOW SCHEDULE TOILET ROOM ELEVATION KEY NOTES • PAINTED (SEMI GLOSS) GWB CEILING 8' -11" AFF. 0 42" GRAB BAR CONTINUOUS (WALL MOUNTED) • 36" GRAB BAR CONTINUOUS (WALL MOUNTED) TOILET PAPER DISPENSER SANITARY NAPKIN & TAMPON DISPENSER SANITARY NAPKIN DISPOSAL 18 "X 30" MIRROR PAPER TOWEL DISPENSER / WASTE RECEPTACLE SOAP DISPENSER TOILET SEAT COVER DISPENSER TEMPERATURE SHIELDING 6X13 CERAMIC WALL TILE W/ INTERGRAL COVED BASE AND BULLNOSE EDGES TO BE SELECTED BY ARCHITECT 13X13 CERAMIC TILE. 14 MOP SINK SCALE: 1/4"=1'- 0" GWB WALL PAINT TYP. A CTB TYP. RESTROOM ELEVATION SCALE: 1/4"=1"-0" WINDOW TYPE SCALE: 1/4'4-0" AL FIXTURE MOUNTING HEIGHTS \ A r DOOR SCHEDULE DOOR MARK 101 102 103 104 105 WINDOW MARK 101 SIZE DOOR THKNS TYPE MAT FINISH 3'--0" X 7' -0" 3' -0" X 7' -O" 3'-O" X 7' -D" 3' -0" X 7' -0" 3' -0" X 7' -0" WINDOW SCHEDULE 1 1 }" 14" 14" 1 2 2 1 2 SOLID WO SOLID WD SOLID WD SOUD WD SOLID WD PAINT PAINT PAINT PAINT PAINT TYPE FRAME FINISH RATING MTh MTh MTL MTL MTL PAINT PAINT PAINT PAINT PAINT 1 HR 1 HR 1 HR HDWR GROUP HG1 HG1 HG1 HG1 HG1 CLOSER LCN CLOSER LCN CLOSER LCN CLOSER LCN CLOSER LCN CLOSER LOUVER DETAILS HEAD 50/A4.0 50/A4.0 50/A4.0 50/A4.0 50/A4.0 JAMB 50/A4.0 50/A4.0 50/A4.0 50/A4.0 50/A4.0 CLEAR TEMPERED GLAZING SILL 10/A4.0 10/A4.0 10/A4.0 10/A4.0 10/A4.0 REMARKS 1 HR RATED WITH 20 MIN. SMOKE SEAL 1 HR RATED WITH 20 MIN. SMOKE SEAL 1 HR RATED WITH 20 MIN. SMOKE SEAL REMARKS o 0 AUTOMATIC FLUSH SENSOR WATER CLOSET �MMIIIMM=I HRDWD TRIME STAIN TO MATCH WALL WD BASE F.F. 1 NOTE: QT CLEAR TEMPERED GLAZING B SIM. AUTOMATIC FLUSH SENSOR 3) PROVIDE SOLID BLOCKING FOR ALL WALL MOUNTED FIXTURES AS REQUIRED. 4) ALL FINISHES AND COLORS ARE TO BE REVIEWED W/ ARCHITECT & OWNER PRIOR TO APPLICATION. NOTES 1) ALL PLUMBING FIXTURES SHALL COMPLY W/ APPLICABLE ACCESSIBILITY CODES. 2) ALL TOILET ROOM ACCESSORIES SHALL COMPLY W/ APPLICABLE ACCESSIBILITY CODES. 0 N 9 A4.0 PAPER TOWEL DISPENSER/ DISPOSAL MIRROR FIXTURE HEIGHTS C DOOR TYPE SCALE: 1/4'=1' -0" SOLID WOOD HARDWARE NOTES HARDWARE GROUPS HG1 HARDWARE SUPPLIED BY DEMOUNTABLE WALL CONTRACTOR 1 1/2 PR HINGES HAGER FBB179, US26D 1 EACH DOOR STOP HAGER HAG -230W, US26D 1 EACH LOCK SET AU5407 OR P65407 NO /CR US26D 1 EACH CLOSER YALE 4400 BFSB, US26D 1 EACH SMOKE SEAL PEMKO S88D LOCKSET OFFICE: YALE 540LN AU x 1210 26D LOCKSET STORAGE: YALE 540LN AU x 1210 260 cn qq cn I I I D 3' -O" SOAP DISP. 0 1 n r F.F. 1HR RATED SOUD WOOD W/ 20 MIN. SMOKE SEAL GENERAL HARDWARE NOTES: 1. PROVIDE ALL LOCKSETS LESS CYLINDER, TYPICAL. 1. HARDWARE NOTES: 2. PROVIDE US 26D FINISH: SATIN CHROME 3. PROVIDE CUTOUTS FOR SPECIFIED HARDWARE. 4. PROVIDE WALL STOPS IF WALL IS ADJACENT AT 90 DEGREES FROM DOOR + / -. PROVIDE FLOOR STOPS AT OTHER LOCATIONS. 5. G.C. PROVIDE R0-27 FOR EXIT DEVICE AND ELECTRIFIED BY EXIT DEVICE. 6. YALE 1210 CYLINDER SHALL BE DIVIDED EQUALLY BETWEEN GB THROUGH GH SECTIONS. TOILET PAPER DISPENSER \ I TOILET SEAT URINAL DISPENSER A r SCALE: 1/4 " =1' -0" Sc) I 'co CPTT -1 SEE SCHEDULE " TOILET WALL MOUNTED ELEC. WATER HEATHER REFER TO MECH. DWGS. WALL B BACK OF HOUSE GRAB BAR 6" FIELD VERIFY THRESHOLD DETAIL @ OFFICE & STORAGE SCALE: 3" = 1' -0" SCALE 3" = 1' -0" 1D1 lq7 SANITARY NAPKIN DISPOSAL HEAD/ JAMB/ SILL DETAIL 0 I' WALL MOUNTED ELEC. WATER HEATHER PROVIDE 3/4" PLYWD BACKING W/ STL ANGLE SUPPORTS. REFER TO MECH. DWGS. ALUMINUM FRAMING 0 SANITARY NAPKIN DISPENSER WASHER DOOR SEE SCHEDULE HEAD/ JAMB/ SILL ALUM. THRESHOLD SET IN MASTIC DOOR SEAL EXISTING CONC. SLAB/ CARPET SEE PLAN 5/8" GW BOTH SIDES OVER 2" BATT ON 3-5/8" METAL STUDS @16" O.C. 1X HDWD TRIM STAIN TO MATCH WALL BASE TRIM TYP. 1/4" TEMPERED GLAZING GWB WALL PAINT TYP. B1 TYP. 1 ELEVATION ADA LAV. WALL CT-1 SEE SCHEDULE EXISTING BATT INSULATION 6" METAL STUD TRACK HEADER AS REQUIRED EXISTING 5/8" GYP. BOARD 6" METAL STUD TRACK EXISTING BATT INSULATION DOUBLE STUDS @ JAMB EXISTING 5/8" GYP. BOARD THRESHOLD DETAIL @ RESTROOM SCALE: 3" = 1' -0" NI N 1 SCALE: NTS 8" MIN.wIN. KNEE CLEAR. 4g" OR 5 FEILD VERIFY 14" GA. ANCHOR (MIN. 3 PER JAMB) SECTION ADA LAV. 2' -6" (NTS) 1 17"MIN 1X CONTINUOS BLK'G AS REQUIRED 141 THIN -SET MARBLE THRESHOLD CPTT -1 SEE SCHEDULE WALL TOE CLR. CV Cy JAMB CODE COMPLIANCE:: HEAD/ JAMB DETAIL APPRWED 5/8" GYPSUM SHEATHING PAINT PLAM COUNTER TOP OVER PLYWOOD SUBSTRATE 1-1/2" VERTICAL GRAB BAR PROVIDE r PLYWD LEG SUPPORT W/ BLACK PLAM ANGLED LEGS SECURE TO UNDERSIDE OF COUNTER TOP AND BACKING AS REQUIRED. NOTE: PROVIDE ir GROMMET HOLE AT EACH END AS REQUIRED. COUNTERTOP EDGE DETAIL 39"-41" VERTICAL GRAB BAR EXISTING WOOD DOOR AND FRAME EXISTING 5/8" TYPE "X" GYPSUM SHEATHING 3-5/8" OR 6" METAL STUDS 016" 0.C. z - FINISH PER PLANS AND ELEVATIONS PREFINISHED HOLLOW METAL DOOR AND FRAME HEAD 34 OR 6" METAL STUDS EXISTING 5/8" GYPSUM SHEATHING FINISH PER PLANS AND ELEVATIONS *WOOD DOOR W/ HOLLOW METAL DOOR AND FRAME PLAM W/ PRE-FORM BULL NOSE EDGING PERMIT CEN WALL 0 ci) > W 0 =4 Li Ct rv immi- of) Z z -0 z < w > 1- u-1 Z 0 w I 0 z (in Rio CD 0 71 8 gr- cy en re CD at "E cu co co a . cr, c (.9 re = CrS2 ..q ti co E W ea t5 CO O re LOCATION 28 DAY F'c AIR MAX W/C RATIO MAX SLUMP SLABS -ON -GRADE 3500 PSI - 0.45 4" ALL OTHER (NOT EXPOSED TO WEATHER) 3500 PSI - 0.50 4" FOUNDATIONS 3000 PSI * 6% 0.63 4" ALL OTHER 3500 PSI 6% 0.58 4" S T R U C T U R AL N 0 T E S CODE: INTERNATIONAL BUILDING CODE, 2006 EDITION WITH WASHINGTON STATE AMENDMENTS. EXISTING CONDITIONS: 1. CONTRACTOR IS TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING. ALL WORK AND MATERIALS NECESSARY TO INSTALL NEW WORK IN EXISTING BUILDING SHALL BE INCLUDED. 2. NOTIFY ARCHITECT /ENGINEER IMMEDIATELY IF EXISTING CONDITIONS DO NOT MATCH, OR SEEM IN CONFLICT WITH, INFORMATION SHOWN ON DRAWINGS. GENERAL NOTES: 1. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE, NOT THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, BRACING, SHORING FOR CONSTRUCTION LOADS AND EQUIPMENT, ETC. THE ARCHITECT- ENGINEER IS NOT RESPONSIBLE FOR THE CONTRACTOR'S MEANS AND METHODS, SEQUENCES OF CONSTRUCTION, OR THE SAFETY PROGRAM. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT-ENGINEER WILL NOT INVOLVE REVIEW OF THESE ITEMS. 2. CONTRACTOR IS TO ESTABLISH AND VERIFY OPENINGS AND INSERTS FOR ITEMS TO BE INSTALLED BY OTHER TRADES PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND CONSTRUCTION. 3. CONSTRUCTION MATERIAL AND EQUIPMENT PLACED ON FRAMED CONSTRUCTIONS SHALL BE SUCH THAT THE LOAD DOES NOT EXCEED THE DESIGN LIVE LOAD OF THE CONSTRUCTION. PROVIDE SHORING OF CONSTRUCTIONS WHERE NECESSARY FOR LOADS. 4. DETAILS THAT ARE NOTED AS "TYP." ON DETAIL TITLES ARE TO BE APPLIED TO THE PROJECT CONSTRUCTION AS GENERAL CONSTRUCTION METHODS UNLESS NOTED OTHERWISE. THESE DETAILS ARE NOT CUT AT ALL LOCATIONS THEY OCCUR AND MAY NOT BE CUT AT ALL. DESIGN LIVE LOADS: MALL FLOOR = 100 PSF CONCRETE CONSTRUCTION: 1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 301 AND ACI 318. 2. PROVIDE A FORMED CONSTRUCTION KEYWAY PER TYPICAL DETAIL AT ALL HORIZONTAL AND VERTICAL POUR EDGES EXCEPT CONCRETE TOPPING SLABS. 3. CONCRETE SHALL BE MECHANICALLY CONSOLIDATED IN ACCORD WITH ACI 309. 4. CONTROL (CONTRACTION OR CONSTRUCTION) JOINTS SHALL BOUND ALL CONCRETE SLABS ON GRADE AS SHOWN ON THE DRAWINGS. WHERE NOT SHOWN ON THE DRAWINGS, CONTROL JOINTS SHALL BE LOCATED SUCH THAT THE ENCLOSED AREA IS RELATIVELY SQUARE AND DOES NOT EXCEED 150 SQUARE FEET. KEYED JOINTS NEED ONLY OCCUR AT CONSTRUCTION JOINTS. ALL CONTRACTION JOINTS MAY BE SAWCUT. CONCRETE REINFORCEMENT: 1. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. REINFORCING STEEL TO BE WELDED SHALL BE ASTM A706, GRADE 60. 2. CONCRETE COVER REQUIREMENTS FOR CAST -IN- PLACE, NON- PRESTRESSED CONCRETE UNLESS OTHERWISE NOTED ON DETAILS: a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" b. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER: #6 BARS AND LARGER: 2" #5 BARS AND SMALLER: 1 -1/2" c. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: SLABS, WALLS, JOISTS: #14 AND #18 BARS: 1 -1/2" #11 BARS AND SMALLER: 3/4" BEAMS, COLUMNS: PRIMARY REINFORCEMENT: 2" TIES, STIRRUPS, SPIRALS: 1-1/2" 3. REINFORCING BAR SPICES SHALL BE IN ACCORD 'NTH THE REQUIREMENTS OF ACI 318 -02 AND THE REINFORCING SPLICE LENGTH TABLE SHOWN ON THE DRAWINGS. CAST -IN PLACE CONCRETE: 1. * STRUCTURAL DESIGN BASED ON 2,500 PSI, DELETING IBC REQUIREMENT FOR SPECIAL INSPECTION OF FOUNDATION CONCRETE AND REINFORCING PLACEMENT. 2. CONCRETE CONTAINING SUPERPLASTICIZING ADMIXTURE SHALL HAVE A SLUMP NOT EXCEEDING 3" PRIOR TO ADDING ADMIXTURE AND NOT EXCEEDING 8" AT PLACEMENT. 3. THE ADDITION OF WATER TO A CONCRETE BATCH WITH INSUFFICIENT SLUMP SHALL NOT BE PERMITTED. POST-INSTALLED ANCHORS: 1. EXPANSION BOLTS SHALL BE SIMPSON STRONG -TIE STRONG -BOLT ANCHORS WITH EMBEDMENT NOTED ON THE DRAWINGS OR EMBEDMENT AS RECOMMENDED BY MANUFACTURER WHERE NO EMBEDMENT IS SHOWN. INSTALL IN ACCORD WITH MANUFACTURER'S RECOMMENDATIONS AND ICBO REPORT ESR -1771. 2. SCREW ANCHORS SHALL BE SIMPSON STRONG -TIE TITEN CONCRETE SCREW ANCHORS. INSTALL IN ACCORD WITH MANUFACTURER'S RECOMMENDATIONS AND ICBO REPORT ESR -1056. 5_ ANCHORS ARE NOT TO BE INSTALLED UNTIL CONCRETE OR GROUT HAS REACHED ITS DESIGN STRENGTH. 3. ADHESIVE ANCHORS SHALL BE SIMPSON STRONG --11E EPDXY -11E ADHESIVE ANCHORING SYSTEM, WITH EMBEDMENT NOTED ON THE DRAWINGS OR EMBEDMENT AS RECOMMENDED BY MANUFACTURER WHERE NO EMBEDMENT IS SHOWN. INSTALL IN ACCORD WITH MANUFACTURER'S RECOMMENDATIONS AND ICBO REPORT ER -4945. 4. SCREW BOLT ANCHORS SHALL BE POWERS WEDGE -BOLT ANCHORS, WITH EMBEDMENT NOTED ON THE DRAWINGS OR EMBEDMENT AS RECOMMENDED BY MANUFACTURER WHERE NO EMBEDMENT IS SHOWN. INSTALL WITH MANUFACTURER'S DRILL BITS IN ACCORD WITH MANUFACTURER'S RECOMMENDATIONS AND ICBO REPORT ESR -1678. ADHESIVE INSTALLED CONCRETE REINFORCEMENT 1. ADHESIVE FOR THE INSTALLATION OF CONCRETE REINFORCEMENT SHALL BE HILT1 HIT HY 150 MAX CHEMICAL ANCHOR, WITH EMBEDMENT NOTED ON THE DRAWINGS OR EMBEDMENT AS RECOMMENDED BY MANUFACTURER WHERE NO EMBEDMENT IS SHOWN. INSTALL IN ACCORD WITH MANUFACTURER'S RECOMMENDATIONS AND ICBO REPORT ESR -1967. DEFERRED SUBMITTALS: 1. THE FOLLOWING ITEMS ARE DEFERRED SUBMITTAL ITEMS PER SECTION 106.3.4.2 OF THE IBC: PRESSURE GROUTED PILES AS SHOWN ON SHEET S1.2. SPECIAL STRUCTURAL INSPECTIONS: 1. IN ACCORD WITH 2006 IBC, SECTION 1704, AS NOTED BELOW. TESTING AND INSPECTION SHALL BE BY AN INDEPENDENT TESTING /INSPECTION FIRM UNDER THE SUPERVISION OF A LICENSED ENGINEER EMPLOYED BY THAT FIRM. THIS ENGINEER SHALL BE DEEMED THE DESIGNATED ENGINEER OF RECORD FOR SPECIAL INSPECTIONS PERFORMED BY HIS FIRM OR HIS CONSULTANTS. INSPECTORS SHALL BE ICBO CERTIFIED AND APPROVED BY THE BUILDING OFFICIAL. 2. THE DESIGNATED ENGINEER OF RECORD FOR SPECIAL INSPECTIONS SHALL BE RESPONSIBLE FOR DEFINING THE ACTIVITIES OF THE INSPECTORS, FOR CERTIFYING THE QUALIFICATIONS OF THE INSPECTORS WITH THE BUILDING OFFICIAL, AND TO ATTEND THE PRECONSTRUCTION MEETING TO DEFINE THEIR SCOPE OF SERVICES AND THE TESTING OR TEST PROCEDURES THAT ARE REQUIRED AS OUTLINED IN THE INTERNATIONAL BUILDING CODE. 3. SPECIAL INSPECTION IS TO BE PROVIDED IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE LOCAL DEPARTMENT OF BUILDING SAFETY AND SHALL NOT BE CONSTRUED TO RELIEVE THE OWNER OR HIS AUTHORIZED AGENT FROM REQUESTING THE PERIODIC AND CALLED INSPECTIONS REQUIRED BY SECTION 109 OF THE INTERNATIONAL BUILDING CODE. 4. EXPANSION BOLT, SCREW ANCHOR, ADHESIVE ANCHOR AND REINFORMENT INSTALLATION TO VERIFY INSTALLATION IN ACCORD WITH ICBO REPORTS NOTED PREVIOUSLY OR APPROVED EQUAL 5. PRESSURE - GROUTED PILES: PER SECTION 1704.8 AND 1704.9. INSPECTION SHALL BE CONTINUOUS FOR TASKS PER TABLE 1704.8 AND 1704.9. 6. CONCRETE CAP AND SLAB REPLACEMENT: PER SECTION 1704.4. PROVIDE PERIODIC INSPECTION PER TABLE 1704.4 FOR TASKS 1 AND 4. PROVIDE CONTINUOUS INSPECTION PER TABLE 1704.4 FOR TASK 5. 7. THE INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. 8. THE INSPECTOR SHALL FURNISH DAILY INSPECTION REPORTS ON THE WORK TO THE BUILDING OFFICIAL AND TO THE ENGINEER. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND, IF UNCORRECTED, TO THE ENGINEER AND THE BUILDING OFFICIAL 9. THE TESTING /INSPECTION FIRM'S ENGINEER SHALL COMPLETE, SIGN AND SEAL A FINAL REPORT CERTIFYING THAT TO THE BEST OF HIS KNOWLEDGE, THE WORK IS IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ABBREVIATIONS: 1. UNO UNLESS NOTED OTHERWISE 2. HS HEADED ANCHOR STUD F 0 U N D A T I 0 N N 0 T E S 'COF 1. TOP OF FOOTING ELEVATION = -1' -0" BELOW FINISHED FLOOR UNLESS OTHERWISE SHOWN THUS 2. CONTRACTOR IS TO VERIFY BOTTOM ELEVATION OF EXISTING FOOTINGS AND MATCH BOTTOM OF NEW FOOTINGS WITH BOTTOM OF EXISTING FOOTINGS, UNLESS OTHERWISE APPROVED BY THE ARCHITECT - ENGINEER. 3. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF THICKENED, SLOPED, RAISED, OR DEPRESSED SLABS. 4. SEE SHEET S3.1 FOR REINFORCING SPLICE LENGTH TABLE. REVIEWED FOR CODE COMPLIANCE APPR,OVED RECEN t, Nov 19 2007 PERMIT CENTEs � ,�. Ix 1I -JR-o I Z r.7( T T . S 7 /1 t;/e�°� _ 8 Z 0 0 Z w 0 w w � Z O - Z U � � W u� W �U w z � w 0 0 (/) w U) 0 a) a.a ale O U a a CO la la .fl N M I 0 N N N I I CO C2 . 0 2 ` N N J ID ID 0 0 0 0 0 0 0 0 0 0 • 0 0 0 0 0 0 0 • 0 0 I t • • 0 0 ii 0 0 • • 0 • I I 0 0 it/is sic ph ovk4 k vv!ew 46 t ia Pe 0144-- maw a dt4rred bnn rho l is ►to1' Gfpvomd utitvkil 5605 1 'Q'vviKU,rot Noe. 5 Ailiattd tewl cifi7145wd , V —O" 0 0 • 0 8 -0" 10 -0" 0 • I7 0 NORTH SCALE: 1/8" W c-0"1 I MACY'S COU'T FOUNDATION PLAN I 0 0 0 0 0 0 O O 0 0 0 LEGEND NOTES KEY NOTES EXISTING STRUCTURAL SLAB (9 1/2" THICK) SPANNING BETWEEN EXISTING PILE CAPS UNDER 2 1/2" TOPPING SLAB. NEW TRENCH SAWCUT THROUGH EXISTING STRUCTURAL SLAB FOR PLUMBING AND ELECTRICAL INSTALLATION. INSTALL SLAB PILE SUPPORTS PRIOR TO SAWCUTTING. PRESSURE GROUTED PILE AT LOCATIONS SHOWN FOR SUPPORT OF EXISTING STRUCTURAL SLAB AT NEW TRENCH. EXISTING GRADE BEAM — DO NOT CUT. TRENCH FOR PLUMBING WILL STOP EACH SIDE AND LEAVE GRADE BEAM AS IS. GRADE BEAM IS 30" WIDE X 24" DEEP FROM TOP OF SLAB. UTILITY LINES WILL PASS BELOW EXISTING GRADE BEAM. SAWCUT SHALLOW TRENCH IN TOPPING SLAB ONLY. GENERAL NOTES A PRESSURE GROUTED PILES. PILES SHALL BE A DEFERRED SUBMITTAL DESIGN—BUILD BY CONTRACTOR AND SHALL BE BASED UPON GEOTECHNICAL TESTING AND ENGINEERING 70 BE SUBMITTED WITH SIGNED AND SEALED PILE DESIGN. PILES SHALL BE A MINIMUM OF 6" DIAMTER PRESSURE GROUTED MICROPILE W/ 1 DIAMETER STEEL REINFORCEMENT WITH THREADED END. VERTICAL PILE LOAD CAPACITY SHALL BE 75 KIPS WITH A MAX SETTLEMENT OF 3/4 ". REVIEWED FOR _...m.� CODE COMPLIANC.. APPROVED JAN I s,± s'�� Of -r Cft �,.: u UU • KEY PLAN EXPIRES 7/1 cu ■ U) RECEWED OCT 10 2007 PERMIT CENTEi 0 C) C C REINFORCING LAP SPLICE (Per ACI 318 -05 and 2006 IBC) — (Inches) REBAR SIZE MASONRY MEMBER (3) CONCRETE MEMBER IN —LB SOFIT METRIC VERT. REINF. HORIZ. REINF. FOOTING GRADE BEAM (TOP) GRADE BEAM (BOTT.) WALL HORIZ. WALL VERT. SLAB BEAM (TOP) BEAM (BOTT.) COLUMN (1) (30 *db ) #3 #10 18 23 16 17 16 12 16 16 16 16 — #4 #13 24 31 19 23 18 19 19 19 20 16 15 #5 #16 30 39 24 28 22 28 28 28 25 19 19 #6 #19 36 47 29 34 26 37 37 37 29 23 23 #7 #22 42 55 41 49 38 60 60 60 48 37 27 #8 #25 48 62 47 56 43 74 74 74 61 47 30 #9 #29 (2) (2) 53 69 54 90 90 90 75 58 34 #10 #32 (2) (2) 60 85 66 108 108 108 91 70 39 #11 #36 (2) (2) 66 103 79 127 127 127 109 84 43 #14 #43 (2) (2) (2) (2) (2) (2) • (2) (2) (2) (2) (2) #18 #57 (2) (2) (2) ( ( ( ( ( (2) (2) (2) BOLT DIAMETER VERT BOLT EMBEDMENT LENGTH HORIZ BOLT EMBEDMENT LENGTH 1/2" 6" 4" 5/8" 6" 5" 3/4 7 " 6 " 7/8" 5" 6" 1" 10" 7" 1 -1/4" 12" 9' 1 -1/2" 14" 10" 4 REMOVE FORM MATERIAL PRIOR TO PLACING ADJACENT CONCRETE 1-1/2" ± 1/2" TYP CONCRETE KEYWAY DETAIL SCALE: NO SCALE (1) FOR COMPRESSION LAPS ONLY, fy<= 60.000 PSI, fc> =3000 PSI (2) GENERALLY NOT PERMITTED REINFORCING LAP SPLICE SCALE: NO SCALE DRILL AND ADHESIVE ANCHOR EXIST. SLAB -ON -GRADE EXIST. VAPOR BARRIER SCALE: NO SCALE 3 3/4' TYP SLAB -ON -GRADE #4x1' -0" A36 SMOOTH DOWEL AT 2-0' ON CENTER. GREASE PORTION IN NEW SLAB NEW SLAB -ON -GRADE - SEE PLANS VAPOR BARRIER - LAP AND TAPE TO EXIST. STEEL EMBED PLATE AUTOMATIC YIELDED HEADED STUD SCALE NO SCALE 2" STANDARD HOOK MIN. J-BOLT FACE OF WALL, TOP OF COLUMN. ETC. ANCHOR BOLT EXPANSION BOLT ADHESIVE ANCHOR PROVIDE STUDS, ANCHOR BOLTS, EXPANSION BOLTS, AND ADHESIVE ANCHORS PER THE SCHEDULE UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. ANCHOR BOLTS AND ANCHORS USED IN MASONRY SHALL BE INSTALLED IN GROUTED MIS. IF GRIMED CELLS ARE NOT ENCOUNTERED. BREAK INTO Cal AND GROUT SOLD FOR B' ►1NIMUM ABOVE AND BELOW BOLT LOCATION. ANCHOR BOLTS, EXPANSION BOLTS. AND ADHESIVE ANCHORS SHALL BE INSTALLED KITH STEEL WASHERS. EXPANSION BOLTS AND ADHESIVE ANCHOR BOLTS SHALL HAVE ICBO CERTIFICATION FOR MATERIAL INTO WHICH BOLTS ARE SING INSTALLED. „ TYP ANCHOR, EXPANSION, AND ADHESIVE BOLT SCHEDULE CONCRETE CAP ENCASEMENT. USE CONC DAM AT VOIDS. EXISTING SLAB WI THREADED STEEL ROD GROUTED PILE SCALE: NO SCALE 3” # DOWEL X 1' —O" LONG W/ 3" EMBED. (5 EQUALLY SPACED AROUND). 16" IAM CORD DRILL THRU EXIST SLAB t 3 #4 EACH WAY TOP AND BOT PILE SUPPORT AT EXIST SLAB EXIST SOIL LINE 4" SQUARE X 3/4" THICK PLATE WASHER CONCRETE POURBACK. EXISTING SLAB SCALE: NO SCALE • #6 DOWEL X 1'--0" LONG AT 16 "O.C. EACH SIDE, 4" EMBED. 24" MAC SAWCUT WIDTH O O o0 SLAB PATCH AT UTILITY TRENCH REVIEWED • ✓I CODE COMPLIANCE APPR. V E ) M 1 '__ IEf EXIST SOIL LINE # AT 12 "O.C. EACH WAY TOP AND BOT _XPIRES 7f10% z 0 F- 0 z w 0 J Q Z W D J Z < O Q � W 0 z Z O W LL U U ~ CL D >- Cl) RECEIVED OCT 10 2007 PERMIT CENTER O V fne J rn t✓ 0 1 MECHANICAL LEGEND (NOT ALL SYMBOLS SHOWN ARE USED ON THESE DRAWINGS) ABBR. SYMBOL DESCRIPTION ABBR. SYMBOL DESCRIPTION ABBR. DESCRIPTION ABBR. DESCRIPTION -9 VD FLEX. CONN. BD AP PBD OBD CV CV BF I W 0 ® 10 30 QS ® © THERMOSTAT DUCT SMOKE DETECTOR SINGLE - PHASE THREE - PHASE DUCT TEMPERATURE SENSOR DDC ROOM TEMPERATURE SENSOR FLOW SWITCH VARIABLE FREQUENCY DRIVE (FOR MOTORS) ROOM THERMOSTAT WITH THERMOSTAT GUARD CARBON DIOXIDE SENSOR DUCT SMOKE DETECTOR EXHAUST OR RELIEF AIR DUCT SUPPLY AIR DUCT RETURN OR OUTSIDE AIR DUCT ROUND DUCT OVAL DUCT MANUAL VOLUME DAMPER IN DUCT FLEXIBLE CONNECTION IN DUCT DAMPER IN DUCT WITH ACCESS PANEL TEMPERATURE SENSOR IN DUCT FLEXIBLE DUCT WITH SPIN -IN FITTING AND VOLUME DAMPER FIRE DAMPER WITH ACCESS PANEL SMOKE WITH ACCESS DAMPER PANEL COUNTER WEIGHTED BACKDRAFT DAMPER FIRE & SMOKE DAMPER WITH ACCESS PANEL ELBOW WITH TURNING VANES DUCT INSULATED WITH DUCT LINER ACCESS PANEL (SIZE) PARALLEL BLADE DAMPER OPPOSED BLADE DAMPER AUTOMATIC CONTROL VALVE, 2 -WAY AUTOMATIC CONTROL VALVE, 3 -WAY BALANCING VALVE BUTTERFLY VALVE FCV AAV MAV HWR CD FLEX CHECK VALVE AUTOMATIC FLOW CONTROL VALVE FLOW SWITCH AUTOMATIC AIR VENT MANUAL AIR VENT PRESSURE GAGE PRESSURE /TEMPERATURE TEST POINT THERMOMETER AND THERMOWELL UNION VENTURI ELBOW UP ELBOW DOWN TEE UP TEE DOWN PIPING CAP OR PLUG HEATING WATER SUPPLY HEATING WATER RETURN REFRIGERANT SUCTION REFRIGERANT LIQUID CONDENSATE OR EQUIPMENT DRAIN SUPPLY DIFFUSER SUPPLY DIFFUSER (ROUND) RETURN AIR TRANSFER GRILLE EXHAUST GRILLE WALL DIFFUSER BALL VALVE INDICATION OF FLOW DIRECTION FLEXIBLE PIPE CONNECTOR HOSE END VALVE METER PRESSURE AND TEMPRATURE REFLJEF VALVE STRAINER UNION PRESSURE REGULATOR FLR HW HWR IJS I E MA N.I.C. OD OSA POC PVC QTY R RA RD RIJS SD SA SM SS TSP TYP. UH UNO V VTR WC WCO FLOOR HOT WATER HOT WATER RETURN IN JOIST SPACE INVERT ELEVATION MIXED AIR NOT IN CONTRACT OVERFLOW DRAIN OUTSIDE AIR POINT OF CONNECTION (NEW TO EXISTING) POLYVINYLCHLORIDE QUANTITY REGISTER RETURN AIR ROOF DRAIN RISE IN JOIST SPACE STORM DRAIN SUPPLY AIR SHEET METAL SANITARY SEWER TOTAL STATIC PRESSURE TYPICAL (REFERENCE QUANTITY) UNIT HEATER UNLESS NOTED OTHERWISE VENT VENT THRU ROOF WATER CLOSET WALL CLEAN OUT ® /.YYY / YYY EQUIPMENT/FIXTURE NUMBER DETAIL NUMBER al SHEET NUMBER -(WHERE DETAIL IS SHOWN) SECTION NUMBER SHEET NUMBER - (WHERE SECTION IS SHOWN) 0 LEGEND NOTES .......---- TYPE - CFM GRILLE, REGISTER OR DIFFUSER I VED I UP KM! Et=111 FEIE I . DOWN SANITARY WASTE ABOVE FLOOR SANITARY WASTE BELOW FLOOR SD STORM DRAIN 8 M E C HAN I CAL SHEET INDEX SANITARY VENT ABOVE FLOOR -/- t -' t . ^i t . T/- PIPING BELOW FLOOR COLD WATER MO.0 M1.1 M1.2 M1.3 M2.1 LEGEND, ABBREVIATIONS, NOTES & SHT INDEX MECHANICAL PLAN - CONCOURSE AREA - B MECHANICAL PLAN - NEW POLICE SUB - STATION PLUMBING PLAN - NEW POLICE SUB- STATION MECHANICAL SCHEDULES & DETAILS Q9 0) N N I M - MEM MOTORIZED * © = � SYSTEM LINE ( SEE ABBREVATIDNS) \___. F FIRE SPRINKLER PIPING SD STORM DRAIN IIIIIIIIIIK Q F j r + • S -- ABBR. DESCRIPTION BD AD AFF AHU AP BM BEL BFF BOC BOP CI CS CW 0 DG DP DM DWG (E) EF ELE ESP EXH FCO FD ACCESS DOOR ABOVE FINISH FLOOR AIR HANDLING UNIT ACCESS PANEL BACK DRAFT DAMPER BELOW BELOW FINISH FLOOR BOTTOM OF CASING BOTTOM OF PIPE CAST IRON COUNTER SINK COLD WATER DIFFUSER DOOR GRILLE DAMPER DIFFERENTIAL PRESSURE DUCT THRU ROOF DRAWING EXISTING EXHAUST FAN ELEVATION EXTERNAL STATIC PRESSURE EXHAUST FLOOR CLEAN OUT FLOOR DRAIN FS r III . ir A + ir 1 + r 1.> / MI t I ■ -- -- ----I - - - GENERAL NOTES 1. DRAWINGS AND SPECIFICATIONS: THE MECHANICAL DRAWINGS INDICATE THE GENERAL DESIGN AND ARRANGEMENT OF PIPES, EQUIPMENT, SYSTEMS, ETC. INFORMATION SHOWN IS DIAGRAMMATIC IN CHARACTER AND DOES NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, FITTING, ETC. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS AND EQUIPMENT TO BE FURNISHED FOR DIMENSIONS, MEASUREMENTS, EQUIPMENT LOCATIONS, LEVELS, ETC. REFER TO DIV.15 SPECIFICATIONS 2. CONFER AND COOPERATE WITH OTHER TRADES AND COORDINATE THE WORK WITH THEIRS. COORDINATE CEILING CAVITY SPACE CAREFULLY WITH OTHER TRADES. BRING ANY CONFLICTS TO THE ATTENTION OF THE ARCHITECT /ENGINEER. 3. BASE FINAL INSTALLATION OF MATERIALS AND EQUIPMENT ON ACTUAL DIMENSIONS AND CONDITIONS AT THE PROJECT SITE. FIELD MEASURE FOR MATERIALS OR EQUIPMENT REQUIRING EXACT FIT. 4. ALL DIMENSIONS SHOWN ON THE DRAWINGS FOR DUCTWORK ARE INSIDE CLEAR DIMENSIONS. SEE SPECIFICATIONS FOR INSULATION OR LINER REQUIRED FOR DUCT SYSTEMS. VERIFY THAT THE DUCTWORK SPECIFIED WILL FIT IN THE CEILING SPACE AVAILABLE USING THE ARCHITECTURAL, STRUCTURAL AND ELECTRICAL DRAWINGS AS REFERENCE PRIOR TO FABRICATION AND INSTALLATION. 5. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF DIFFUSERS AND GRILLES. 6. ALL RECTANGULAR 90 DEG. ELBOW DUCTS SHALL BE SUPPLIED WITH TURNING VANES. 7. INSULATE CONCEALED DUCTWORK WITH R-3 TOTAL THERMAL RESISTANCE INSULATION. 8. PROVIDE PIPING, EQUIPMENT, AND MATERIALS IN ACCORDANCE WITH APPLICABLE PLUMBING CODE REGULATIONS, STANDARDS, AUTHORITY HAVING JURISDICTION REQUIREMENTS AND AS OTHERWISE RECOMMENDED OR DIRECTED BY MANUFACTURERS. 9. COORDINATE INSTALLATION OF PIPING BELOW GRADE WITH STRUCTURAL COMPONENTS AND OTHER SYSTEM INSTALLATIONS. 10. COORDINATE INSTALLATION OF PIPING, FIXTURES, EQUIPMENT, ETC. WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND FIRE PROTECTION SYSTEMS PRIOR TO INSTALLATION. 11. PROVIDE CLEANOUTS FOR SANITARY WASTE SYSTEMS WHERE SHOWN AND AS OTHERWISE REQUIRED BY CODE. 12. ROUTE ALL DOMESTIC WATER PIPING IN CEILING AND EXTERIOR WALL ON WARM SIDE OF INSULATION. 13. COORDINATE WITH ALL OTHER DISCIPLINES & PAY FOR ALL COSTS INCURRED TO PROVIDE CEILING, WALL, & MECHANICAL CHASE ACCESS PANELS FOR ALL VALVES LOCATED ABOVE INACCESSIBLE CEILING SYSTEMS. MAINTAIN FIRE RATINGS WHERE REQUIRED. SEE RELATED SPECIFICATION SECTIONS. COORDINATE EXACT LOCATION OF PANELS WITH ARCHITECT DURING CONSTRUCTION. ACCESS DOOR COLORS & SURFACE TEXTURE SHALL MATCH ADJACENT SURFACES. 14. PAINT ALL EXPOSED PIPING PER PAINT MANUFACTURERS RECOMMENDATIONS. COLOR AS DIRECTED BY ARCHITECT. 15. PROVIDE INSULATION ON ALL PIPING SYSTEMS AS PER THE LATEST EDITION OF THE I.B.C. AND THE NONRESIDENTIAL ENERGY CODE AND ADA GUIDELINES. INSULATION FOR COLD WATER PIPES 1" AND LESS SHALL BE 1/2" THICK, 3/4" THICK FOR PIPES OVER 1", UP TO AND INCLUDING 2 ", AND 1" THICK FOR PIPES OVER 2 ", UP TO AND INCLUDING 4 ". INSULATION FOR HOT WATER, RECIRCULATING WATER, AND EXPOSED WASTE PIPES AND TRAPS SHALL BE 1" THICK FOR PIPES UP TO 2" AND 1 -1/2" THICK FOR PIPES OVER 2" THICK. INSULATION FOR STORM DRAIN PIPES SHALL BE 1/2" THICK. 16. PROVIDE FIRE STOPS ON METAWC & NON-METALIC PIPING TO MAINTAIN RATING OF FIRE RATED WALLS WHERE PENETRATED BY PIPING. 17 . ALL SEWER / DRAINAGE PIPING BELOW GRADE SHALL BE SLOPED AT 2% (1/4" PER FOOT). 18. DO NOT RUN ANY PIPES OR DUCTS OVER ANY ELECTRICAL PANEL OR SWITCHGEAR. COORDINATE PIPE AND DUCT LOCATIONS TO AVOID ELECTRICAL PANELS. 19. CLEANOUTS SHALL BE FLUSH WITH STRUCTURAL FLOOR AT CARPETED AREAS. PROVIDE MARKER AT CLEANOUT (CARPET GOES OVER TOP OF CLEANOUT). 20. REFER TO STRUCTURAL DRAWINGS FOR ALLOWABLE METHODS /LOADS FOR HANGING PIPING /DUCTS FROM STRUCTURAL MEMBERS. 21. ALL PLUMBING V.T.R.'S SHALL BE A MINIMUM OF 5 FEET FROM FIRE RATED WALLS. 22. COORDINATE ALL PLUMBING AND HVAC ROUTING PRIOR TO INSTALLATION. DURING LAYOUT COORDINATION, DUCTWORK TAKES PRECEDENCE OVER PLUMBING INCLUDING FIRE SPRINKLER SYSTEMS. 23. REFER TO ARCHITECTURAL RATING SHEETS FOR AREAS WHERE FIRE PENETRATION MATERIALS ARE REQUIRED. CODE COMPLIANCE. APPRCV I EXPIRES: 01/31/2009 Z 0 x> w Z w 2 05 0 ( . 52 w 1- ZZ � J Z OQ i= ct w w rl F-- 03 m QU 0 2 z w � J CI) 0 11 0 RECEIVED OCT 10 2007 PERMIT CENTER w v U •r_ x CD W co C W it CIL co c c.7 2 = C 2 eL 03 . r5 .... ° , •� C t O t/J c c o a y w m IS E5, . . . I 2 2 V -, .7'-' � C:1 O r. o U L N o N- o 0 1-- W co 0 EXISTING 10" FIRE MAIN EXISTING THE PICTURE PEOPLE <_672> 2155 SF EXISTING ABERCROMBIE <676> 5064 SF POC 2 1/2" T 1 1/2 2" FCO L L 3/4" FCO jp0 NORTH SCALE: 1/8" = 1' -0" a 4" EXISTING SEATTLE MARNIERS TEAM SHOP <58-8> 1554 SF 827 SF EXISTING PACIFIC SUNWEAR <5g2> 4O7 SF EXIST. 6" SS FOG 11 HOC 44q MECHANICAL PLAN - CONCOURSE AREA - B NORDSTROM LEGEND NOTES GENERAL NOTES KEY NOTES 3/4" CW IN WALL, DN, TO BELOW GRADE. RUN VENT LINE IN WALL DN, TO BELOW GRADE. RUN FIRE SPRINKLER LINE IN WALL, DN, TO BELOW GRADE. 0 EXTEND CW LINE AND CONNECT TO THE EXISTING 4" CW LINE (IN CORRIDOR) DOWNSTREAM FROM THE PRV STATION. 2" VENT, 3 /4"CW, 1 1/2" FIRE & 4" WASTE STUBS (CAPPED WATER & AIR - TIGHT) BELOW GRADE (IN CONCRETE BOX) FOR FUTURE TENANT USE. COORDINATE WITH ARCHITECT & PROVIDE CONCRETE BOX COVER BLOCK -OUT. PROVIDE SHUT-OFF VALVE ON EACH CW AND FIRE STUB. STUB WASTE LINE AT 18" MIN. BELOW F.F. EXTEND FIRE SPRINKLER PIPE AND CONNECT TO THE EXISTING 10" FIRE MAIN IN CORRIDOR. a 0 0 0 NOT USED. 8 8 NOT USED. NOT USED. 0 EXTEND VENT PIPE AND CONNECT TO EXISTING 4" VENT IN TOILET (ABOVE CEILING). CUT INTO TOILET CEILING AND WALLS AS NECESSARY. PATCH CEILING AND WALLS TO MATCH EXISTING. THE TOILET WILL TAKE PLACE UNDER A SEPARATE CONTRACT CONCURRENT TO THIS CONTRACTOR. NOTE #12 IS ALSO APPLICABLE TO THIS NOTE. 11 EXTEND NEW WASTE LINE AND CONNECT TO EXISTING 6" SANITARY SEWER MAIN. RUN NEW WASTE WITH 2% SLOPE. CONTRACTOR SHALL FIELD VERIFY EXISTING MAIN EXACT LOCATION AND INVERT ELEVATION. NOTIFY ENGINEER PRIOR TO WORK COMMENCEMENT, OF ANY CONFLICT (INADEQUATE INVERT, LOCATION OR ANY OTHER RELATED CONFLICT). CD PLUMBING PIPING AND UTILITY CORRIDOR TAKE PLACE UNDER A SEPARATE CONTRACT. THE CONSTRUCTION OF THAT CONTRACT WILL BE CONCURRENT WITH THIS CONTRACT. CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACT'S CONTRACTORS AS NECESSARY TO CONNECT TO THEIR PIPING. IF THIS CONTRACT'S SCHEDULE IS SHORTER THAN THE OTHER CONTRACT, CONTRACTOR SHALL PROVIDE TEMPORARY CAPS ON NEW LINES. CONTRACTOR SHALL, AT A LATER DATE, COME BACK AND MAKE PERMANENT CONNECTION TO PIPING. CONCOURSE B A RE IE rED F .2 . CODE COMPLIANCE APPROVED ,IAN i 8 00 a.. tR. g -°r-. r .. Sts/ L3 '6,;. •v • KEY PLAN iI - 0 0 0 0 o 0 n o Z O O Z . < 0 w cn w o z Z J O � z J LLI Z <LU z a = w0 2 0) • vegi N o P] Q RECEWED OCT 10 2007 PERMIT CENTER f2 L D a) I .__I L�. 17 EXISTING STORAGE ROOM EXISTING STORAGE ROOM EXISTING BACK OF HOUSE CD EXISTING STORAGE ROOM AIR BALANCING NOTES IN ROOMS 104, 105,.& 105A 1. MEASURE AIRFLOW FROM EACH DIFFUSER IN ROOMS 104, 105, & 105A. LET X REPRESENT THE TOTAL AIRFLOW. THE TOTAL, AREA IS 453 sq ft. REBALANCE EACH DIFFUSER ACCORDING THE FOLLOWING FORMULAS. 2. FOR ROOM 104: AIRFLOW IN EACH DIFFUSER = [(X/453) *183]/(# OF DIFFUSERS) 3. FOR ROOM 105: AIRFLOW IN EACH DIFFUSER= [(X/453) *180]/(# OF DIFFUSERS) 4. FOR ROOM 105k AIRFLOW IN EACH DIFUSER= [(X/453) *901/(# OF DIFFUSERS) 7 Uj ‘__ 8/6 UP TO EF -100 ON ROOF EXISTING RESTROOM 110 NEW STORAGE tits fEttiiiiiI is t,i€iiiiYlii€ fs53 €fEe lilili9iliEi1f11iI €+ ®®® EXISTTNG UNIT IN CEILING SPACE 16/12 TA EXISTING CORRIDOR 5 J 7 EXISTING BREAK ROOM 109 > EXISTING RESTROOM EXISTING OA (UP TO ROOF) NEW I LOCKER RM1 <104A> I I �I3itE53°EgililiE €IifiEiiiii: iffiiiiiEFE;i ili€ fl ii lfi€ E€ iii iifEfii➢ liiifiiiii4FiiiiiiiiiiiiiEf ffil6l W NEW GENERAL OFFICE <106> NORTH SCALE: 1 /4" = 1' -0" 0 19 EXISTING RESTROOM <101> EXISTING OFFICE SPACE <102> EXIST] G FTU EXISTING SECURITY OFFI C SPACE 103 EXISTING OFFICE SPACE <104> I NEW i DISPATCH NEW WAITING <105A> 6"% D -1 �i�1, iE9�d >!'I.FEi7i'�EfiO�i @ifjF�9� ➢? _ MMIOMI•�INI�1■ MIIMI MMWMMMMIEIMIMIU�Uut ■111•®® OMIIIIININIIIsaONs0u MME i D MECHANICAL PLAN - NEW PLOCE SUB - STATION NORW" 7ROM LEGEND NOTES KEY NOTES: 0 1 ) RELOCATE EXISTING SUPPLY AIR DIFFUSER �� AND RETURN AIR GRILLE AS SHOWN. SHORTEN, EXTEND, OR INSTALL NEW DUCTWORK AS NECESSARY. REMOVE ALL UNUSED DUCTWORK (DO NOT ABANDON IN PLACE). PROVIDE VOLUME DAMPER ON SUPPLY AIR BRANCH. SET VOLUME DAMPER TO BALANCE AIR FLOW TO THE VALUES AS INDICATED. 0 INTERLOCK EF -100 WITH WALL LIGHT SWITCH. PROVIDE A 10 MINUTE TIME DELAY. 3 CONNECT NEW CO SUPPLY BRANCH TO EXISTING MAIN SUPPLY DUCT. 4 OWNER SUPPIJED WASHER, DRYER AND BOOSTER FAN. CONTRACTOR TO INSTALL. RUN 4 "0 EXHAUST DUCT UP, THRU ROOF, TO CODE - APPROVED RAIN CAP. 5 RELOCATE EXISTING SPRINKLER HEAD. MODIFY FIRE SPRINKLER PIPING AS NECESSARY TO ACCOMADATE FOR NEW LOCATION. 6 NEW SPRINKLER HEAD. MODIFY FIRE SPRINKLER PIPING AS NECESSARY TO ACCOMADATE LOCATION OF NEW SPRINKLER HEAD (MATCH EXISTING). HEAD COVER SHALL BE PAINTED TO MATCH EXISTING. C . ) PROVIDE r SOUND UNING. CODE COMPLIANCh APPR.OV ; JAN Cif KEY PLAN n Z O zj O Q Z co w m co = O U 0 _ W J � a. Z ?� J J � Z �. J W a H z S 2 o z = io :2 00 RECEWED OCT 10 2001 PERMIT CENTER a 0; L mni 'L CD U 0 _ 5 rift) Q ▪ . i ~ 4 o s_ 0 0 a 0 GU 0 ' I r EXISTING STORAGE ROOM EXISTING STORAGE ROOM < T> EXISTING BACK OF HOUSE EXISTING STORAGE ROOM EXISTING STORAGE ROOM I WCO EWH -1 II 3/4" I ■ ■ 3 ■ I I ■ i ■ 7 ■ ■ IIIII NI MI 3/4" W. mad- V - l�"'� ■II' 2" V (UP) wC0 �w rll w ( ^� � °_ f Ir:il r ■ illy __ �.4c-2" L-2 --1/2" 1 j NE 1 2 -1/2" VTR ' 108 -- 1/2" EXISTING RESTROOM < 110 > STORAGE 1 2" ® IN NI 2" V (UP) 4" W (DN) 2 " 2" V (UP) 2" W (DN) IIIIIIII Ii1fIIAIRIIIIIIIIIIIB!BIII 091Ifl9ilt {!U1!OOR iOJ li9i {14Ff19i11111f1i HIMilMBl POLICE SUB- STATION EXISTING CORRIDOR EXISTING BREAK ROOM <109 NEW GENERAL OFFICE <106> EXISTING RESTROOM 0 19 0 NEW LOCKER RM <104A> Irr�ki NORTH SCALE: 1/4" = 1' - 0" a EXISTING RESTROOM 101 EXISTING OFFICE SPACE < 102) EXISTING SECURITY OFFICE SPACE <103 NEW DISPATCH 105 > MALL SECURITY EXISTING OFFICE SPACE <104> NEW WAITING AREA <105A �I n i e I I S rri PLUMBING PLAN - NEW POLICE SUB - STATION 1 ±I LEGEND NOTES GENERAL NOTES: KEY NOTES: 0 CONNECT NEW 4" W TO EXISTING 6" W. Q NEW ELECTRIC WATER HEATER. MOUNT ABOVE SERVICE SINK ON EAST WALL WITH BOTTOM OF HEATER ® 5' -O" AFT. SEE DETAIL 1/M2.1. O CONNECT NEW 1 -1/2" CW LINE TO EXISTING 3" CW LINE IN CORRIDOR CEILING SPACE. 4 PROVIDE SHUT-OFF VALVES ON CW & NW SERVING WANING MACHINE. 0 2" V, DN IN WALL. RUN BELOW GRADE TO SERVE W FROM SS -1. NORDSTROM \\._ CODE COMPLA Cr:: , A P P R O V E D E KEY PLAN ti ■! iI1M #ji! !I)J 'III i 7 r I _ IBBBBir ' ■ j f B.� 111 U1■ z i= z o z a� m0 7,7 W 1..11 () = .1 - Z O J a . 1 w � z � < F- w 0 z = m � 0 0_ CO N b r � r a ti r RECEIVED OCT 10 2007 PERMIT CENTER f2 0 -L cu PLUMBING FIXTURE SCHEDULE MARK LOCAL CONNECTIONS LOCATION BASIS OF DESIGN NOTES REMARKS MARK FIXTURE CW (IN) HW _ (IN) W (IN) V (IN) L -1 LAVATORY 1/2 1/2 1 1/2 1 1/2 TOTO# LT307 EF -100 WALL HUNG, ADA, WITH TOTO TEL5GSC-60 FAUCET, FLOOR MOUNTED CONCEALED ARM CARIER JR SMITH FIG 0710 SS -1 SERVICE SINK 3/4 3/4 3 2 FLOOR MOUNTED MOP SERVICE BASIN. FIAT MSB -2424, W/ 830 AA WALL MOUNTED FAUCET BELT PROVIDE MOP HANGER, HOSE AND HOSE BRACKET WB -1 WASHER BOX 1/2 1/2 3 1 1/2 GUY GRAY B200 1,2 WC -1 WATER CLOSET 1 ---- 4 - -- TOTO# CT705 FLOOR MOUNTED, FLOOR OUTLET, TOP SPUD, TOTO# SC534 SEAT CONCEALED AUTOMATIC FLUSH VALVE TOTO# TET2ANS-32 FAN SCHEDULE MARK SERVICE LOCATION MATERIAL MOTOR NC (SONES) WEIGHT (LBS) BASIS OF DESIGN NOTES FAN TYPE WHEEL TYPE WHEEL DIA (IN) CFM TOTAL S.P. (IN WG) FAN RPM DRIVE TYPE HP V PH EF -100 RESTROOM ROOF CENTRIFUGAL DOWNBLAST BACKWARD INCLINED AL 7 150 0.375 1670 BELT 1/20 120 1 4.6 20 LOREN COOK 70C15DM ACEB DIFFUSER, REGISTER & GRILLE SCHEDULE MARK MAX STATIC PD (IN WG) MAX NC (DECIBELS) MATERIAL DAMPER (Y /N) FRAME TYPE FINISH BASIS OF DESIGN MECH NOTES D -1 0.1 20 STEEL N SURFACE WHITE TITUS TMS 24 "X24" 50 EG -1 0.1 20 ALUMINUM N SURFACE WHITE TITUS 50F (1/2" x1/2" x 1/2") RG-1 0.1 20 ALUMINUM N SURFACE WHITE TITUS 50F (1/2" x1/2" x 1/2") WATER HEATER — ELECTRIC MARK SERVES TANK CAPACITY (GAL.) HEATER DATA BASIS OF DESIGN WET WEIGHT (LBS) NOTES GPH E.W.T. (deg F) L.W.T. (deg F) KW V PHASE EWH -1 NEW FIXTURES 20 16 50 120 2.5 120 1 AO SMITH DEL -20 240 GENERAL NOTES: NOTES: A. STARTERS PROVIDED BY MECHANICAL. B. WEATHERPROOF DISCONNECTS PROVIDED BY ELECTRICAL. C. CONTROLS BY MECHANICAL. D. PROVIDE FANS WITH MOTORIZED DAMPER AND INTERLOCK WITH FANS. E. PROVIDE INSULATED ROOF CURB FOR ROOFTOP FANS NOTES 1. FOR RESIDENTIAL TYPE WASHER ONLY 2. OWNER FURNISHED WASHER AND DRYER. CONTRACTOR TO INSTALL. TEMP. AND PRESS. ----" RELIEF VALVE, PIPE TO SERVICE SINK BELOW T U V EWH -1 C FRONT VIEW NO SCALE SHUT —OFF VALVE HOSE END DRAIN VALVE 3/4" PLYWOOD BASE WI 3/8 "0 BOLTS © 8" O.C. AT PERIMETER Q 1�7 GENERAL NOTES: COORDINATE MOUNTING AND SURFACE CONSTRUCTION WITH CEILING CONSTRUCTION PRIOR TO FURNISHING MATERIAL. SEE PLANS FOR LOCATION, NECK SIZE AND CFM. NOTES: 24" 1/2 "0 HANGER ROD ITO STRUCTURE ABOVE STUD PARTITION WALL EWH -1 250LB (MAX) TYP > 3/16 SIDE VIEW WALL MOUNTED WATER HEATER NOTES: ANGLE BEYOND 3.3 11 0 TOGGLE BOLTS PER LEG STEEL ANGLE 1-1/2"X1-1/2"X1/8" TYP STUD BLOCKING ti BACKDRAFT DAMPER COUNTERFLASHING BY DIV. 15 LEVEL ROOF CURB WITH FLASHING BY DIV 1 ROOF DUCT — SEE PLAN FOR SIZE NO SCALE ,4 ELECTRICAL CONDUIT NOTE: WHERE INSTALLED ON A SLOPED ROOF, EXHAUST FAN SHALL BE SET LEVEL REVIEWED FOR-1 CODE COMPLIANCE APPROVED ay Cf�� EXHAUST FAN — SEE PLANS BIRD SCREEN SOUND LINE DUCT ROOF TOP EXHAUST FAN DETAIL Z 0 I EXPIRES: 01/31/200: 1 /31/2DD9 f CO Z I' 0 0 Z 0 F- 0 Z w J zmt" o � z � J W J D 2 � o w � H J Z U W U z= z � w0 CO RECEIVED OCT 10 2007 PERMIT CENTER al) O U oe cm.) O a- m OUTLET MOUNTING HEIGHT SCHEDULE DEVICE CENTERLINE OF BOX ABOVE FINISH FLOOR (U.O.N) RECEPTACLE 18 INCHES DATA OUTLET 18 INCHES TELEPHONE OUTLET 18 INCHES FIRE HORN WITH VISUAL WARNING 90 INCHES TO TOP PULL STATION 42 INCHES DISCONNECT SWITCH 54 INCHES MOTOR STARTER 54 INCHES ACH -- ABOVE COUNTER HEIGHT 42 INCHES PANELBOARD 72 INCHES TO TOP FIRE ALARM CONTROL PANEL 72 INCHES TO TOP ABBREVIATIONS (SOME ABBREVIATIONS MAY NOT APPLY) A AMP AB AC AC AFF AHU AIC ALT ARCH ATS AWG BEL BKR BLDG C CCTV CKT /CCT CKT BKR CLG CO COMM CU DC D DDC DEG DEPR DISC SW DISC DWG EC EDH EF EH ELEC ELEV EMER EMD EMS EMT EP EPO EWC EWH EXIST EXT FA FA FACP FBOIC FC FCU FD FOR FF FLUOR FS FSD FT FUT GA GC Gil GFP GND GRC GRS HID HOA HP HT IC IG IMC IN KV KVA KVAR KW KWH LT LTG LV MAN MATV MAU MAX MCA MCB MCC MCM MECH MFR MFRG MG MIN MISC MID MTG N N/A NC NEC NEMA NIC NL NO NO NTS OC OFOI OHP OHT P P PB PB PF PH PNL PAR RECP RM SCHED SCR SD SEC SES SF SHT SPEC SW SWBD SYM TB TC TELE TGL TV TVSS TYP UG UGE UGT UH UL UNO UPS VFD VM W W/ W/O WH WHM WP XFMR z i.e. AMPERE ABOVE AIR CONDITIONING UNIT ALTERNATING CURRENT ABOVE FINISH FLOOR AIR HANDLING UNIT AMPS INTERRUPTING CAPACITY ALTERNATE ARCHITECTURAL AUTOMATIC TRANSFER SWITCH AMERICAN WIRE GAUGE BELOW BREAKER BUILDING CONDUIT CLOSED CIRCUIT TELEVISION CIRCUIT CIRCUIT BREAKER CEILING CONDUIT ONLY COMMUNICATIONS COPPER DEDICATED DIRECT CURRENT DIRECT DIGITAL CONTROL DEPRESS(ION)(ED) DISCONNECT SWITCH DISCONNECT DRAWING ELECTRICAL CONTRACTOR OR EMPTY CONDUIT ELECTRIC DUCT HEATER EXHAUST FAN ELECTRICAL HEATER ELECTRIC(AL) ELEVATOR EMERGENCY ESTIMATED MAXIMUM DEMAND ENERGY MANAGEMENT SYSTEM ELECTRICAL METALLIC TUBING EXPLOSION PROOF EMERGENCY POWER OFF EQUIPMENT ELECTRIC WATER COOLER ELECTRIC WATER HEATER EXISTING EXISTING EXTERIOR FIRE ALARM FRESH AIR FIRE ALARM CONTROL PANEL FURNISHED BY OTHERS, INSTALLED BY CONTRACTOR FOOT CANDLE FAN COIL UNIT FIRE DAMPER FEEDER FINISH FLOOR FLUORESCENT FLOW SWITCH FIRE /SMOKE DAMPER FEET (FOOT) FUTURE GAUGE GENERAL CONTRACTOR GENERATOR GROUND FAULT INTERRUPTER GROUND FAULT PROTECTION GROUND GALVANIZED RIGID CONDUIT GALVANIZED RIGID STEEL HIGH INTENSITY DISCHARGE HAND OFF AUTOMATIC HEAT PUMP HORSEPOWER HEATING HERTZ INTERCOM ILLUMINATING ENGINEERING SOCIETY ISOLATED GROUND INTERMEDIATE METAL CONDUIT INCH KILOVOLT KILOVOLT AMPERES KILOVOLT AMPERES REACTIVE KILOWATT KILOWATT HOUR LIGHT LIGHTING LOW VOLTAGE MANUAL MASTER ANTENNA TELEVISION MAKEUP AIR UNIT MAXIMUM MINIMUM CIRCUIT AMPS MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER THOUSAND CIRCULAR MILLS MECHANICAL MANUFACTURER MANUFACTURING MOTOR GENERATOR METAL HALIDE MINIMUM MISCELLANEOUS MAIN LUGS ONLY MOUNTED MOUNTING NEUTRAL NOT APPLICABLE NORMALLY CLOSED NATIONAL ELECTRIC CODE NATIONAL ELECTRICAL MANUFACTURERS ASSN. NOT IN CONTRACT NIGHT LIGHT NORMALLY OPEN NUMBER NOT TO SCALE ON CENTER OWNER FURNISHED OWNER INSTALLED OVERHEAD POWER OVERHEAD TELEPHONE PUMP PULL BOX PUSH BUTTON POWER FACTOR PHASE PANEL POWER RECEPTACLE ROOM SCHEDULE SHORT CIRCUIT CURRENT RATING SMOKE DETECTOR SECONDARY SERVICE ENTRANCE SWITCHBOARD SUPPLY FAN SHEET SPECIFICATION SWITCH SWITCH BOARD SYMMETRICAL TERMINAL BOX TIME CLOCK TELEPHONE TOGGLE TELEVISION TRANSIENT VOLTAGE SURGE SUPPRESSION TYPICAL UNDER GROUND UNDER GROUND ELECTRICAL UNDER GROUND TELEPHONE UNIT HEATER UNDERWRITERS LABORATORIES UNLESS NOTED OTHERWISE UNINTERRUPTIBLE POWER SUPPLY VOLT VARIABLE FREQUENCY DRIVE VOLTMETER WATT WITH WITHOUT WATER HEATER WATT HOUR METER WEATHERPROOF TRNSFORMER IMPEDANCE AND AT THAT IS NUMBER GENERAL NOTES (SOME GENERAL NOTES MAY NOT APPLY) 1. DRAWINGS INDICATE GENERAL DESIGN INTENT AND PLACEMENT OF EQUIPMENT. INFORMATION SHOWN IS DIAGRAMMATIC AND DOES NOT NECESSARILY SHOW EVERY REQUIRED ACCESSORY, EXTENSION OR MOUNTING OPTION. PROVIDE EQUIPMENT COMPLETE WITH ALL NECESSARY ACCESSORIES AND HARDWARE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. PROVIDE COMPLETE AND OPERATING SYSTEMS MEETING 111E DESIGN INTENT. 2. DO NOT SCALE DRAWINGS. COORDINATE ELECTRICAL WORK WITH THE WORK OF OTHER TRADES. LOCATIONS OF DEVICES AND EQUIPMENT SHALL SUIT SITE CONDITIONS. 3. CEILING CAVITY SPACES AND SPACES BELOW ACCESS FLOORS SHALL BE CAREFULLY COORDINATED WITH OTHER TRADES. RACEWAY AND SYSTEM ROUTINGS ARE DIAGRAMMATIC AND FOR COORDINATION PURPOSES ONLY. 4. VERIFY THE EXACT HEIGHT AND LOCATIONS OF DEVICES MOUNTED IN CASEWORK WITH CASEWORK DRAWINGS, AS WELL AS LOCATIONS AND ALL ELECTRICAL REQUIREMENTS OF DEVICES MOUNTED ABOVE COUNTERS PRIOR TO ROUGH -IN. 5. PROVIDE A CONTINUOUS GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS, RACEWAYS, FEEDERS AND BRANCH CIRCUITS WHETHER INDICATED OR NOT SIZED IN ACCORDANCE WITH THE NEC. PROVIDE A SEPARATE CONTINUOUS GREEN WITH YELLOW TRACER ISOLATED GROUND CONDUCTOR, WHERE INDICATED, SIZED IN ACCORDANCE WITH THE NEC. 6. CONDUCTOR HASH MARKS, FOR BRANCH CIRCUITS, ARE PROVIDED FOR EASE OF ESTIMATION AND ARE DIAGRAMMATIC ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND PROVIDING REQUIRED WIRECOUNT AND SIZING CONDUIT ACCORDINGLY. THE OWNER SHALL NOT BE LIABLE FOR ANY COST INCREASES DUE TO WIRECOUNT CHANGES. 7. All SYSTEMS CABLES ROUTED EXPOSED ABOVE SUSPENDED CEILINGS AND BELOW RAISED ACCESS FLOORS SHALL BE PLENUM RATED. a ALL PENETRATIONS OF FIRE RATED FLOORS OR WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UNDERWRITER LABORATORIES LISTINGS FOR THROUGH PENETRATION FIRE STOP SYSTEMS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS TO THE ARCHITECT/ENGINEER WHICH SHOW COMPLETE CONFORMANCE TO THE U.L. LISTING. THE DETAILS SHALL BE SPECIFIC FOR EACH PENETRATION WITH ALL VARIABLES DEFINED. THESE SHOP DRAWING DETAILS SHALL BE AVAILABLE ON SITE, FOR REVIEW BY ENFORCING AUTHORITY INSPECTORS. 9. FOR CONNECTION REQUIREMENTS TO NON- MECHANICAL EQUIPMENT SEE THE EQUIPMENT AND UTILITY SCHEDULE DRAWINGS AND /OR ELECTRICAL PANEL SCHEDULES. 10. FOR CONNECTION REQUIREMENTS TO MECHANICAL EQUIPMENT SEE THE MECHANICAL EQUIPMENT SCHEDULES, AND /OR ELECTRICAL PANEL SCHEDULES LOCATED IN THE SPECIFICATIONS OR ON THESE DRAWINGS. 11. SEE MECHANICAL AND PLUMBING DRAWINGS TO CONFIRM LOCATIONS OF ALL HVAC EQUIPMENT, WATER HEATERS, PUMPS, EXHAUST FANS, FIRE /SMOKE DAMPERS, THERMOSTATS, CONTROL DEVICES, CONTROL PANELS, EMCS EQUIPMENT, ETC. COORDINATE WITH MECHANICAL CONTRACTOR AND SPECIFICATIONS TO PROVIDE A COMPLETE RACEWAY SYSTEM FOR CONTROL WIRING WHERE REQUIRED. PRIOR TO ROUGH -IN, REVIEW MECHANICAL/PLUMBING SHOP DRAWINGS AND SUBMITTALS TO VERIFY POINT OF CONNECTION(S), LOADS, VOLTAGE, PHASE, ETC. (COORDINATE DISCREPANCIES WITH ENGINEER.) ADJUST FUSE SIZES AND /OR BREAKERS PER RESPECTIVE EQUIPMENT MANUFACTURERS RECOMMENDATIONS, FUSES FEEDING MECHANICAL EQUIPMENT, SHALL BE DUAL ELEMENT-TIME DELAY, CLASS RK -5, UNO. 12. PROVIDE FUSIBLE DISCONNECTS PER NEC FOR ALL EQUIPMENT FURNISHED UNDER OTHER DIVISIONS OF THE CONTRACT WHICH ARE LABELED OR LISTED TO BE FUSED. 13. IN ELECTRICAL/MECHANICAL EQUIPMENT ROOMS, STORAGE AND ALL AREAS WITH EXPOSED CEILING STRUCTURES, PROVIDE METAL STRUTS AND SUSPEND FLUORESCENT LIGHTING FIXTURES WITH 3/8 DIA. STEEL RODS (CHAINS WILL BE UNACCEPTABLE). SUSPEND SO THAT BOTTOM OF FIXTURES ARE ALIGNED WITH BOTTOM OF HVAC DUCTWORK OR AS NOTED (COORDINATE WITH MECHANICAL DWGS.) DO NOT ATTACH OR SUPPORT FROM DUCTWORK OR HVAC EQUIPMENT. 14. PROVIDE 4 INCH MINIMUM RAISED CONCRETE HOUSEKEEPING PADS FOR ALL FREE STANDING ELECTRICAL DISTRIBUTION EQUIPMENT. (EMERGENCY GENERATOR, SWITCHBOARDS, TRANSFORMERS, ETC.) CONFIRM FINAL PAD SIZES WITH MANUFACTURER'S SHOP DRAWINGS PRIOR TO CONSTRUCTION OF PAD. 15. PROVIDE GECI RECEPTACLES WITH WP OUTLET ENCLOSURES ON ROOF WITH IN 25' -O" OF HVAC EQUIPMENT PER N.E.G. RECEPTACLE SHALL BE UNISTRUT SUPPORTED AND NOT MTD ON MECH EQUIP. VERIFY RECEPTACLE LOCATION WITH FINAL EQUIPMENT LOCATIONS AS SHOWN ON MECHANICAL DRAWINGS. ELECTRICAL SYMBOLS (SOME ELECTRICAL SYMBOLS MAY NOT APPLY) OS S SWITCH, SINGLE POLE S SWITCH, OCCUPANCY SENSOR "- CIRCUIT HOME RUN - ---- -Q CONDUIT TURNING UP --- CONDUIT TURNING DOWN CONDUIT WITH CAP --s- CONDUIT HAZARDOUS LOCATION SEAL CONDUIT CONCEALED IN CEILING OR WALLS, POWER CONDUIT CONCEALED UNDER FLOOR OR UNDER GROUND WIRING IDENTIFICATION. SHORT HASH MARKS INDICATE QUANTITY OF PHASE CONDUCTORS, LONG HASH MARK INDICATES NEUTRAL, REVERSE SHORT HASH MARK INDICATES ISOLATED GROUND, AND ' S " INDICATES CONTINUATION. A CONTINUOUS GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR TO BE PROVIDED IN AU. FEEDERS AND BRANCH CIRCUITS SIZED IN ACCORDANCE WITH THE NEC. 0 I GEN I $M Fes{ 0 o -. LIGHTING FLUORESCENT LIGHT FIXTURE, ° A" INDICATES FIXTURE TYPE. SEE FIXTURE SCHEDULE. LIGHT FIXTURE WITH EMERGENCY BATTERY PACK FLUORESCENT STRIP LIGHT WALL MOUNTED TWO HEAD EMERGENCY LIGHT FIXTURE WITH BATTERY PACK EXIT SIGN, DOUBLE FACE CEILING MOUNTED, DIRECTIONAL ARROW AS INDICATED EXIT SIGN, SINGLE FACE WALL MOUNTED, DIRECTIONAL ARROW AS INDICATED OCCUPANCY SENSOR POWER - CT CABLE TRAY TRANSFORMER BRANCH CIRCUIT PANEL BOARD DISTRIBUTION PANEL BOARD EQUIPMENT CABINET SWITCHBOARD CURRENT TRANSFORMER ENCLOSURE METER GENERATOR AUTOMATIC TRANSFER SWITCH SYSTEM GROUNDING ELECTRICAL VAULT ELECTRICAL PULL BOX MOTOR CONNECTION, HORSEPOWER AS INDICATED MOTOR RATED TOGGLE SWITCH MAGNETIC MOTOR STARTER DISCONNECT SWITCH, WITH FUSE DISCONNECT SWITCH, WITHOUT FUSE COMBINATION MOTOR STARTER DUPLEX RECEPTACLE FOURPLEX RECEPTACLE FLUSH FLOOR OUTLET BOX FLUSH FLOOR BOX WITH DUPLEX RECEPTACLE FLUSH FLOOR BOX WITH FOURPLEX RECEPTACLE S MR` SURFACE METAL RACEWAY SW- --- BUSWAY 0 JUNCTION BOX I-C;) FLUSH JUNCTION BOX, WALL MOUNTED EQUIPMENT CONNECTION ,l FIRE ALARM IFACPI SPECIAL SYSTEMS • .W P 01 ONELINE 0 0 MS FILE ALARM CONTROL PANEL FILE ALARM ANNUNCIATOR PANEL FIRE ALARM STROBE SMOKE DETECTOR - PHOTOELECTRIC TYPE TELEPHONE OUTLET, WALL TELEPHONE OUTLET, +60' AFF. PAY TELEPHONE OUTLET, +60" AFF. FLUSH FLOOR BOX WITH TELEPHONE OUTLET TELEPHONE BACKBOARD, SIZE AS SHOWN TELEPHONE /DATA OUTLET. PROVIDE SINGLE GANG COVER PLATE AND 4° SQUARE BACKBOX WITH SINGLE GANG MUD -RING. PROVIDE 1 EMT C.O. TO ACCESIBLE CEILING SPACE OR CABLE TRAY. PROVIDE INSULATED BUSHING ON CONDUIT END AND PULL LINE IN CONDUIT WITH LABELING BOTH ENDS. 0‹ C41 • SPEAKER, CEILING FLUSH FLOOR BOX WITH DATA OUTLET FLUSH FLOOR BOX W/ TELEPHONE/DATA OUTLET 1 _i I I, UTILITY TRANSFORMER CURRENT TRANSFORMER CABINET METER MAIN SWITCHBOARD ELECTRICAL GROUND n WATER PIPE GROUND CONNECTION JUMPER SWITCHBOARD MAIN OR FEEDER BREAKER BRANCH CIRCUIT BREAKER FUSED SWITCH �� - FUSED SWITCH /STARTER PANEL PANEL - SECOND EDITION TRANSFORMER TRANSFORMER JUNCTION BOX MOTOR COMBINATION STARTER/DISCONECT FUSED DISCONECT GENERATOR AUTOMATIC TRANSFER SWITCH CONNECTION DOT SCALE: NONE INDEX OF DRAWINGS E0.1 ELECTRICAL SYMBOL ABBREVIATIONS ES1.0 ELECTRICAL SITE PLAN D1.E1 DEMOLITION AT MACY'S COURT POWER AND SYSTEMS PLAN D1.E2 DEMOLITION SECURITY OFFICE POWER AND SYSTEMS PLAN 131.E3 DEMOLITION MACY'S COURT LIGHTING PLAN D1.E4 DEMOLITION SECURITY OFFICE LIGHTING PLAN E1.1 PARTIAL WEST ENTRY POWER PLAN E1.2 PARTIAL MACY'S COURT POWER AND SYSTEMS PLAN E1.3 NEW POLICE SUB - STATION POWER AND SYSTEMS PLAN E1.4 PARTIAL NORTH MALL POWER PLAN E1.5 PARTIAL EAST MALL POWER PLAN E1.6 PARTIAL SOUTHWEST MALL POWER PLAN E2.1 PARTIAL MACY'S COURT LIGHTING PLAN E2.2 NEW POLICE SUB - STATION LIGHTING PLAN E3.1 EXISTING LANDLORD POWER DISTRIBUTION ONE -LINE DIAGRAM E3.2 EXISTING WEST TENANT POWER DISTRIBUTION ONE -LINE DIAGRAM E4.1 SCHEDULES lq7 ELECTRICAL SYMBOL LEGEND REVIEWED FU CODE COMPLIANCE APPR.OVFD JAN 1 R • Ream w L O CD CD C (t3 12 co Lou .N b C Ine L1J 2 Qa C) d RECEIVE[ OCT 10 2007 PERMIT CENTE .. • y • _ EXISTING MAIN TELEPHON BOARD (QWEST) AND FIBER CABLE. 0 FRONDE 4 EMT C.O. FROM TELECOM ROOM TO POUCE SUB—STATION FOR TELEPHONE/DATA CONNEC11ONS. PROVIDE INSULATED BUSHING ON CONDUIT DOE AND PULL LINE IN CONDUIT ICH LABELING BOTH EMS. IMRE POSSIBLE. ROUTE CCNDUIT A MINIMUM CF 9 AEl P SERMCE CORREICIRS. IIHERE CONDUIT cos MALL CONCOURSE, COORDINATE EXACT CONDUIT ROUTING I1H MIER AND OBTAIN DANERS APPROVAL OF ALL PROPOSED ROUTING MICR TO INSTALLATION. COORDINATE *WEST SERVICE REQIAREMENTS 11111H MICHAEL HARRISON, PHONE (1160116-71313 CR EMAIL lechoeLHarrisonDqwesLcan. 1. TIE PURPOSE CF THIS DRAWING IS TO S1OW GENERAL AREAS OF WORK MD LOCATIONS CF SE PASTING MYER DISTRDAMON AI D SYSTEMS EQUPMENT. is 3 s/ a Big I I n - 20 - 071 z 0 0 z w Z < -I 1 112 Z < W 00 E o D 1 ± 1 w _ . I (E) LIGHTING CONTROL ■ (E) PANEL HJA (E) PANEL LJC (E)LIGH1INt CON U (L (E) PANEL LIB LOCATED IN AC PENTH USE #3 (ROOF) .....,......,...:. 6......"" l:.. iYC:.......... i...-... ..s..._,.�....�..........�..... ,� �........ ,.,.., ...a5,...:.:....G-.:r' .. J' LZ...:.:..' G:.."' w1•: J FG"'..:. :..�'...'i....,im.......,.�.�.w ....�.., 1 49 39 41 t #!► raTic71 V •B Pig 37 II 1 41► A 42 i 50 • cn) LHC- 37,'39, 39, 40 LHC -41, ' ?, 43, 44 LHC-49, 50, 51, 52 NORTH SCALE: 1/8 = 1' -0" LOCATED IN AC PENTHOUSE #4 (ROOF) (E) LIGHTING CONTROL (E) PANEL HHA (E) PANEL WC (E) PANEL WA -E DEMOLITION AT MACY'S COURT POWER AND SYSTEMS PLAN LEGEND NOTES GENERAL NOTES: 1. FLOOR OUTLETS SHOWN ON THIS PLAN ARE EXISTING TO REMAIN. REVIEWED FA=R CODE COMPLIANCE APPROVED ury KEY PLAN 11/00/081t0. r - I z a � w 0 u�i Q u co O ¢ w w � 0 0 d � OC 0 Z U J � J >- � Lu ct Z O W — U O 1- WO o CO T w • r- cV o ® Cr] O RECEIVED OCT 10 2007 PERMIT CENTER EXISTING STORAGE ROOM EXISTING BACK OF HOUSE EXISTING STORAGE ROOM EXISTING STORAGE ROOM EXISTING RESTROOM <110> EXISTING RESTROOM EXISTING BREAK ROOM <109> EXISTING RESTROOM <101> EXISTING OFFICE SPACE <1 EXISTING SECURITY OFFICE SPACE <103> EXISTING OFFICE SPACE < 104 ) NORM NM ■I■ EXISTING STORAGE ROOM 7 - w SS — MOM* EXISTING OFFICE SPACE <108/ 0 EXISTING OFFICE SPACE <107> IEZ ri Et El few low EXISTING ENERAL OFFICE <105> 0 II a MEI PIENEEMEEHMligiEt MB ®®IM LIMIT OF WORK i 1 I 1 I 1 I 1 EXISTING OFFICE SPACE (105) DEMOLITION SECURITY OFFICE POWER AND SYSTEMS PLAN NORTH SCALE: 1/4" = 1' -0' LEGEND NOTES KEY NOTES: 0 REMOVE WIRING DEVICES SHOWN IN THIS AREA. RE —USE EXISTING BACKBOXES AND CONDUITS FOR DEVICES SHOWN ON SHEET E1.3. �2 EXISTING "TPD" TELEPHONE OUTLET TO BE RELOCATED IN NEW POLICE SUB — STATION. SEE SHEET E1.3. COORDINATE EXACT LOCATION WITH OWNER. SEE SHEET E1.3. 3 EXISTING SPEAKER TO BE RELOCATED IN NEW CEILING. REMOVE EXISTING DISCONNECT AND ASSOCIATED CONDUITS AND WIRING BACK TO PANELBOARD OR LAST ACTIVE DEVICE TO REMAIN. GENERAL NOTES: 1. REMOVE ALL BRANCH CIRCUIT WIRING AND CONDUITS ASSOCIATED WIN ANY ELECTRICAL WIRING DEVICES AND OUTLETS AS PART OF DEMOLITION BACK TO PANEL BOARD OR LAST ACTIVE DEVICE TO REMAIN. CwE5 FoI CODE COMPLIANCE APOVI FK� 1 U City c City Of TO KEY PLAN Z J a � g � � co 0 0 z Qw ce w c a oF- LI Q J F- Q E 2 O w �Z O W O~ w0 o cn W r 0 RECEIVED OCT 10 2007 PERMIT CENTER co a) Ca CD CL Lim . a 9 c a) . a) 2 (E) LIGHTING CONTROL (E) PANEL HJA (E) PANEL LJC (LTuuH Rib I;ON IKUL (E) PANEL L 18 EXISTING TRASH "cxisTIw X STING SUNG ASS DESIGN EXISTING CARTON CARDS <655> 2808 SF c. 013> LOCATED IN AC PENTH &3 (ROOF) IOW • 1286SF EXISTING NATURALIZER < 660 EXISTING JAMBA JUICE <670> 650 SF EXISTING FREIDL — ANDER'S JEWELERS < 568 1408 SF NSNINIIIMN LHC -49.51 LHC -32, LHC -56,5 LHC -1 EXISTING HELZGERG DIAMONDS <575> 1280 SF EXISTING THINGS REMEMBERED 1396 SF LOCATED IN AC PENTHOUSE 14 (ROOF) EXISTING STARBIJCKS < 584 > 527 SF EXISTING SEATTLE MARNIERS TEAM SHOP <588> 1654 SF EXISTING FRANKLIN COVEY <568> 5052 SF EXIST:IG EXISTING TRAM EXISTING EXISTING LJC -1,3 r EXISTING THE PICTURE PEOPLE < 672 2155 SF EXISTING ABERCROMBIE <676 > 5054 SF :tea: • LHC— S LHC -4 I� li i t jl I EXISTING PACIr IC SUNWEAR <592> 4097 SF OR H SCALE: 1/r = 1' -0" (E) LIGHTING CONTROL (E) PANEL HHA (E) PANEL LHC (E) PANEL U-IA L 4- DEMOLITION MACY'S COURT LIGHTING PLAN LEGEND NOTES DEMOLITION KEY NOTES: 0 1 REMOVE COLUMN LIGHTING INCLUDING (4) UPUGHT FIXTURES 458W, 120V AND (4) DOWNUGHT FIXTURES 62W, 120V. REUSE ELECTRICAL CIRCUITS FOR NEW LIGHTING FIXTURES. SEE NEW LIGHTING PLAN E2.1. NORDSTROM ow f 0 CODE COMPLIC APR 0 0 10 KEY PLAN I t IN :ago I I- ■ I 1 'Eo=! 0 II i r D El 0 O C C ,_F z 0 z Q Z J W 0 z � �w J �— � J 0-i U � Q W F' Z W J W O o cn RECEIVED OCT 10 2007 PERMIT CENTER U, 0 0 _L — EXISTING STORAGE ROOM EXISIING STORAGE ROOM EXISTING STORAGE ROOM EXISTING STORAGE ROOM EXISIING RESTROOM <110 EXISTING CORRIDOR XISTIP�G � -_ I I v1O� 9 ---tom EXISTING BREAK ROOM <109> EXISTING RESTROOM EXISTING RESTROOM 101 > EXISTING OFFICE SPACE < 102 > EXISTING SECURITY OFFICE SPACE K103> EXISTING OFFICE SPACE <104> - .LIMIT OF WORK 1 I DIMISSEENIMIMMIENIMIESEMENIMESESSIENUANSEIMMMEEMEM IMNMOISEMENESEENNNIMMINANNIMIESI IF E mig E r ............................ ww — 1� rr — r 1 , w s mu - — wow — X111 r 1�1 — — MN 11= - w MI r IF ORS SCALE: 1/4" = 1' —O" DEMOLITION SECURITY OFFICE LIGHTING PLAN LEGEND NOTES KEY NOTES: 11 REMOVE ALL UGHTING FIXTURES AND ASSOCIATED LIGHTING SWITCHES IN THIS AREA. 0 RELOCATE DCIS11NG LIGHTING FIXTURE TO ACCOMODATE NEW WALL LOCATION. SEE SHEET E2.2. u REMOVE EXISTING WALL MOUNTED TWO HEAD EMERGENCY LIGHT. GENERAL NOTES: 1. REMOVE ALL BRANCH CIRCUIT WIRING AND CONDUITS ASSOCIATED MTh ANY ELECTRICAL WRING DEVICES AND OUTLETS AS PART OF DEMOLITION BACK TO PANEL BOARD OR LAST ACTIVE DEVICE TO REMAIN. REViE F EI CODE COMPL ,LF 9c. APPRovr 'F1 ND:' KEY PLAN u /oe,1 oI,D— r — 011 z 0 Qo a Z W Z 2 � 0 J U z LL LL O J } J Q of 2 U w w � oo Z w i= O U O � w 0 o cn RECEIVE1 OCT 10 2007 PERMIT CENTb b -,= m c al -- c = @ 2 0_ 1 CD .5) c c W email 2 15 U 0 e.r2 e. MIN iii ina 21 .5 30 26 LKA- 26,28,30 Eh IMO Th7 ir V AC PENTHOUSE #1 (ROOF) (E) PANEL LKA (E) PANEL HKA o T 10 (E) LIGHTING CONTROL C DIRECTORY EXISTING DIRECTORY- ---- --m-- 12 I I DIRECTORY I D +1 3/4 "C: 2 '12, 1 #12G. 0 0 1► NORTH SCALE: 1/8" = 1' -0" 11 WEST ENTRY POWER PLAN LEGEND NOTES KEY NOTES: 0 PROVIDE (3) 20A /1P, 12OV POWER CONNECTION FOR NEW NORDSTROM SIGN. 0 EXTEND 120V CIRCUIT UNDERSLAB FROM EXISTING DIRECTORY TO NEW FLOOR MOUNTED DIRECTORY LOCATION. PROVIDE STUB -UP 6 AFF AND J-BOX FOR ELECTRICAL CONNECTION TO NEW DIRECTORY, FBOIC. COORDIANTE EXACT LOCATION WITH OWNER AND ARCHITECT. REVIEWED PC,R CODE COMPLIANCE APPROVED i NORD TROM ..e CI c i • 1 7 A r r! r e ..3 X `.^° i ce'_ 'iSE KEY PLAN macA O LIMP � E la o . 13 U p b O o .o IIiUI'IIil Int 111e6M- -. a11111111 iitmo gam • MEM U) o_ I-- tositaito «t - a7 I f z 0 w RECEIVED OCT 10 2007 PERMIT CENTER 2 i ri O w . L re W Lu C co a 0, c i_ 0 c ce = •■■■ = 4 e 0 0_ E 0 (1 - • a c L • i EXISTING ��FTI TFT <124) EXISTINO TRASH EXISTING EXISTING EXISTING EXISTING CARTON CARDS NATURALIZER TALL'S AMERA FREIDL— ANDER'S JEWELERS <656> 66Q <664) <668 E XISTI NG LOCATED IN AC PENTHo SE #3 (ROOF) TO NEW SECTION OF EXISTING METER CENTER "TMB —F1' IN CORRIDOR ci TO EXISTING FACP IN SECURITY OFFICE TO EXISTING TTB IN CORRIDOR EXISTING THE PICTURE PEOPLE <672> EXISTING ASERCRBIE 676> EXIST] G JAMBA J ICE f UP TO CEILING EXISTIN POWER FLOOR BOX NEW DIRECTORY EXISTING CUSTOMER SERVICE EVENT AREA LOCATION FUTURE KIOSK LOCATION <1035> 120/208V 1PH 3W POWDER 2 PHONE /DATA PORTS FIRE SPRINKLER ANNUN. FUTURE KIOSK LOCATION 1030 120/208V 1 PH 3W POWER 2 PHONE /DATA PORTS FIRE SPRINKLER ANNUN. EXISTING HELZGERG DIAMONDS EX15TIINC LE CHATEL K 580) EXISTING STARBUOKS EXISTING SEATTLE MARNIERS TEAM SHOP <588 EXISTING PACIFIC SUNWEAR (502> EXISTING THINGS REMEMBERED LOCATED IN AC PENTHOUSE #4 (ROOF) (E) LIGHTING CONTROL (1) PANEL HHA (E) PANEL INC (E) PANEL LHA EXISTING M FX{. TING EXISTING FRANKLIN COVEY 568 EXISTINC EXISTING W EXISTING LEEDS �1 PROVIDE 3/4" PVC SCHED. 40 CONDUIT WITH PULL STRING FOR FUTURE 100A, 120/208V 1 PH 3W POWER USING 3#3 THWN AND •#8G CU. SEE E1.3 FOR SWITCHBOARD TMB —F1 LOCATION. SEE E3.2 ONE —UNE DIAGRAM FOR FUTURE CONNECTIONS TO THE NEW SWITCHBOARD SECTION. • PROVIDE 3/4" PVC SCHED. 40 CONDUIT WITH PULL STRING FOR FUTURE TELEPHONE/DATA. SEE ES1.0 FOR TELEPHONE BOARD LOCATION. O PROVIDE 3/4" PVC SCHED. 40 CONDUIT WITH PULL STRING FOR SPRINKLER WATER FLOW ANNUNCIATION. FIELD VERIFY FIRE ALARM CONTROL PANEL LOCATION. C I PROVIDE THREE GANG CAST IRON SHALLOW FLOOR BOX EQUAL TO HUBBELL "B4314" FOR POWER, PHONE/DATA AND FIRE SPRINKLER ANNUN. WITH THREE 52425 BRASS COVERS. PROVIDE THREADED FITTINGS TO PVC SCHED. 40 CONDUIT AS REQUIRED. REFER TO ARCHITECTURAL DRAWING A1.2 FOR EXACT LOCATIONS. 0 PROVIDE FLUSH WALL J—BOX, SIZE AS REQUIRED, MOUNT AT 3 FEET AFF TO TOP (TYP.) C ) EXTEND 120V CIRCUIT UNDERSLAB FROM NEAREST EXISTING POWER FLOOR BOX TO- NEW FLOOR MOUNTED DIRECTORY LOCATION. PROVIDE STUB`UP B" AFF AND J—BOX FOR - ELECTRICAL CONNECTION TO NEW SIGNAGE, FBOIC. COORDIANTE EXACT LOCATION WITH OWNER AND ARCHITECT. PROVIDE TWO GANG CAST IRON SHALLOW FLOOR BOX EQUAL TO HUBBELL "B4214" FOR PHONE /DATA AND FIRE SPRINKLER ANNUN. WITH TWO S2425 BRASS COVERS. PROVIDE THREADED FITTINGS TO PVC SCHED. 40 CONDUIT AS REQUIRED. REFER TO ARCHITECTURAL DRAWING A1.2 FOR EXACT LOCATIONS. O PROVIDE ROUND CAST IRON FLOOR BOX EQUAL TO HUBBELL "B2506415' FOR POWER WITH S3525 BRASS COVERS, PROVIDE THREADED FITTINGS TO PVC SCHED. 40 CONDUIT AS REQUIRED. REFER TO ARCHITECTURAL DRAWING A1.2 FOR EXACT LOCATIONS. PROVIDE (2) 1 -1/2" PVC SCHED. 40 CONDUIT WITH PULL STRING FOR FUTURE 200A, 120/208V 1 PH 3W POWER USING 3 #1/0 THWN AND #4G CU. SEE E1.3 FOR SWITCHBOARD TMB —F1 LOCATION. SEE E3.2 ONE —LINE DIAGRAM FOR FUTURE CONNECTIONS TO THE NEW SWITCHBOARD SECTION. LEGEND NOTES KEY NOTES: GENERAL NOTES: 1. ROUTE ALL CONDUITS IN EXISTING 3" MAX. DEPTH TOPPING SLAB. SEE SHEET SI.2. AT FLOOR BOX LOCATIONS, IF ADDITIONAL DEPTH IS REQUIRED, CHIP OUT CONCRETE TO REQUIRED DEPTH. KEY PLAN 1 MEI 1ouxu/oe/08110 _iG —a7] RECEIVED OCT 10 2007 PERMIT CENTER C Lid 11 0 PROVIDE 100A, 208V/1PH ELECTRICAL PANELBOARD V CUTLER- HAMMER PRL1A. SEE PANEL SCHEDULE ON SHEET E4.1. 0 RELOCATE 'TPD' TELEPHONE OUTLET. COORDINATE EXACT LOCATION WI1H OWNER PROVIDE 4" EMT C.O. FROM TELECOM ROOM TO POLICE SUB- STATION FOR TELEPHONE/DATA CONNECTIONS. PROVIDE INSULATED BUSHING ON CONDUIT ENDS AND PULL LINE IN CONDUIT WITH LABELING BOTH ENDS. WHERE POSSIBLE, ROUTE CONDUIT A MINIMUM OF 9' AFF IN SERVICE CORRIDORS. WHERE CONDUIT CROSSES MALL CONCOURSE, COORDINATE EXACT CONDUIT ROUTING WITH OWNER AND OBTAIN OWNERS APPROVAL OF ALL PROPOSED ROUTING PRIOR TO INSTALLATION. COORDINATE QWEST SERVICE REQUIREMENTS WITH MICHAEL HARRISON, PHONE 866- 416 -7613 OR EMAIL MichaeLH : • • w =- corn. Q PROVIDE 120V POWER CONNECTION TO AUTOMATIC MOTION SENSOR. 8 9 8 PROVIDE NEMA 5-20R RECEPTACLE FOR WASHER. PROVIDE NEMA 10-30R RECEPTACLE FOR DRYER. 0 PROVIDE SINGLE GANG COVER PLATE AND 4" SQUARE BACKBOX WITH SINGLE GANG MW --RING FOR TELEPHONE/DATA OUTLET. PROVIDE 1' EMT C.O. TO ACCESSIBLE CEILING SPACE OR CABLE TRAY. PROVIDE INSULATED BUSHING ON CONDUIT END AND PULL LINE IN CONDUIT WITH LABELING BOTH ENDS. 2. CONNECT NEW FIRE ALARM DEVICES TO DUSTING FACP. EXISTING DEVICES TO REMAIN. EXISTING SPEAKER RE- INSTALLED IN NEW CEILING. RE -USE DUSTING BACKBOX AND CONDUIT FOR NEW DEVICES. JAN 41 / •. _ i 1S EXISTING BACK OF HOUSE EXISTING STORAGE ROOM 111111111111111111111111 rArAi STORAGE ' 2 ti112> 2500W, 120V/1PH �LIII11111111II1II111I1 1111111 LI11HII111I11111111111111 LI1111 . I . I1111I11IIllllIII1I11111 =iLl _ - _= =J 110 1�• = EF-1 P -13 t` 1/20HP, 120V/1PH O o NEW ESTR0OM <108> NEW OFFiCC <107; 1 !0 - LIlR11JIlllltn 1111111 III IR El MI III IIII Ell IM POLICE SUB - STATION EXISTING 100A, 2O V /3PH • ELECTRICAL PANELBOARD • PANEL 'P' O O I —■ -1 -I 4. 15 11 :GC GA t42 1: [I' 7111111111 :1111111.f11111N1111111111111 III EXISTING BREAK ROOM t 109 } NEW LOCKER RM <104A> 11 P 3,5,7,9,11 NEW GENERAL OFFICE <1 EXISTING RESTROOM <101> EXISTING OFFICE //�� SPACE < \ 1 02 ) EXISTING 100A, 208V /3PH ELECTRICAL PANELBOARD EXISTING SECURITY OFFICE SPACE (103> TO TELECOM ROOM ES .0 FOR CONTINUATION 17 EXISTING STORAGE ROOM EXISTING STORAGE ROOM EXISTING "TM6 -FI" METER CENTER 1200A, 208/120V, 30, 4 I NEW SECTION TO DUSTING 'TMB -F1' METER CENTER — kr I 3/4'C - 30, 11BG CU 111 Eli IIII El IMMIIIMMINIIIIIMIIMIMMUMMM I. 111 EXISTING RESTROOM 110 l 107 EXISTING 100A, 208V /3PH, 301 FUSED DISCONNECT IE ® EXISTING CORRIDOR ■ � ■ °-- EXISTING 6OA, 2O8V /3PH, 7,5HP FUSED DISCONNECT { 104 ) • I ■ ■ NEW DISPATCH K 1b5 iME ME o1i®®ME ®®®pIL®iMI ®®® MALL SECURITY 15 NEW WAITING AREA <105A> 1)07401 NEW POLICE SUB - STATION POWER AND SYSTEMS PLAN Q J d O co W > c , 1 5 0 } Z cf) W Z Q W fI LU O I- o- Z O J co 12 � J 00 1-ll cn w Z 1— o U d H w O z cn ■ CD r � � N W O A � O iq a) w 1--I 0 c W d' Om -.5 0 re 5/ 4 0 a ,a 0 as c 15 w Oe a m o. W A G i r 7 t r 1 s 7 3 r 1 ! 5 r h r 7 7 7 7 r ; Y ! 1 ; ! r 1 r r r r Y r 1 E ISTING POWER FLOOR BOX L i 7 r r NEW DIRECTORY --- - NEW DIRECTORY ---.- . 7 Ii 1 r 3/4 "C: 4 X12, 1 #12G. 3/4 "C: 2 #12, 1 #12G. T C 7 42/ F l r 7 43/ i s r tg 1 :1 1=j== n (E) LIGHTING CONTROL (E) PANEL HDA (E) PANEL LDA (E) LIGHTING CONTROL 1 NORTH SCALE: 1/8" = 1' -O" V 7 aV 7 1 NORTH ENTRY POWER AND SYSTEMS PLAN LEGEND NOTES KEY NOTES: :I3 EXTEND 120V CIRCUIT UNDERSLAB FROM NEAREST EXISTING POWER FLOOR BOX TO NEW FLOOR MOUNTED DIRECTORY LOCATION. PROVIDE STUB -UP 6" AFF AND J -BOX FOR ELECTRICAL CONNECTION TO NEW SIGNAGE, FBOIC. COORDIANTE EXACT LOCATION WITH OWNER AND ARCHITECT. REVIEWED FUR CODE COMPLIANCE APPROV KEY PLAN lama U/Q6iteII0 -f -o7I Z 0 H 0 z w Q� a w o -J J c f/ J C W � z o z V Q O a w RECEWED OCT 10 2007 PERMIT CENTER Crk N 03 �M a 0 o M'] rn a I ai M ao 0 O U C"I � v 0 LOCATED IN AC PENTHOUSE # (ROOF) (E) PANEL LDB (E) LIGHTING CONTROL (E) PANEL HDB -(E) LIGHTING CONTROL NEW DIRECTORY 150W, 120V /1PH EXISTING DIRECTORY 3/4'C: 2 112, 1 #120.0 NORTH SCALE: 1/8- EAST ENTRY AND JCPENNEY POWER AND SYSTEMS PLAN LEGEND NOTES KEY NOTES: EXTEND 120V CIRCUIT UNDERSLAB FROM EXISTING DIRECTORY TO NEW FLOOR MOUNTED DIRECTORY LOCATION. PROVIDE STUB -UP 6' AFF AND J --BOX FOR ELECTRICAL CONNECTION TO NEW DIRECTORY, FBOIC. COORDIANTE EXACT LOCATION WITH OWNER AND ARCHITECT. KEY PLAN inipanu/ae/aelfa —f -07 Z 0 F- 0 Z w 0 z W aH w ?� J J Q a � Q � W F I < w V QO a CD RECEIVED OCT 1 0 2007 PERMIT CENTER 12 O a) ' a -1 = 1u 2 D- CD Li) -- co , c W Ce 2 mimal r) a) CI -C o Q 1 I MIN .E Mir 9 1i I1 Y NEW DIRECTORY 150W, 120V /1PH EXISTING DIRECTORY NORTH SCALE: 1/8" = 1 -0" 14 PARTIAL SOUTHWEST MALL POWER PLAN `�✓ 0 EXTEND 120V CIRCUIT UNDERSLAB FROM EXISTING DIRECTORY TO NEW FLOOR MOUNTED DIRECTORY LOCATION. PROVIDE STUB -UP 6" AFF AND J-BOX FOR ELECTRICAL CONNECTION TO NEW DIRECTORY, FBOIC. COORDIANTE EXACT LOCATION WITH OWNER AND ARCHITECT. 2 RE -USE EXISTING FLOOR BOXES FOR POWER AND DATA OUTLETS FOR KIDS PLATE TENANT. NORDSTROM LEGEND NOTES KEY NOTES: E'EN __ . CODE COMPLIANCE APPRONTV 3AN 21j v City C, KEY PLAN Possak — —o RECEIVED OCT 10 2007 PERMIT CENTER EXISTING PFTITFT E X STING SUN G_ASS DESIGN <' LJC -10,12 _ EXISTING TALCS AMERA 664> 4111111WOOM IMF •- �. LHC 141,43 EXISTING LE CHATEL <580i EXISTING PACIFIC SUNWEA <592> EXISTIN SEATTLE MARNIERS I TEAM SHOP < 58 EXISTING THINGS REMEMBERED LOCATED IN AC PENTHOUSE #4 (ROOF) (E) PANEL HHA (E) PANEL LHC (E) PANEL LHA (E) LIGHTING CONTROL LHC #29.31 EXISTING LEEDS LEGEND NOTES GENERAL NOTES: 1. REFER TO ARCHITECTURAL ELEVATIONS AND SECTIONS FOR EXACT FIXTURE LOCATION AND MOUNTING HEIGHT. 2. SEE LIGHTING FIXTURE SCHEDULE ON SHEET E4.1. 3. PROVIDE 1/2" FLEXIBLE METALLIC TUBING FOR ELECTRICAL WIRING BETWEEN EXISTING COLUMN J-BOX AND NEW LIGHTING FIXTURE. RUN CONDUIT INSIDE STEEL CHANNEL RING. SEE ARCHITECTURAL DETAILS 20/A3.0, 22/A3.0, AND 31/A3.0. City Of 7 KEY PLAN (E) UGH11NG CONTROL (E) PANEL HJA (E) PANEL LJC (ETLIGH I INt. CON I NOL (E) PANEL LJB EXISTING CARTON CARDS < LOCATED IN AC PENN© SE 13 (ROOF) EXISTING THE PICTURE PE K672> EXISTING ABERCROMBI. < 676> EXISTIh JAMBA J LHC?4 r • I MACY'S COURT LIGHTING PLAN NORTH SCALE: 1/8" = 1' -0° I wg to - - arl z 0 F- 0 z w 0 w < I- cL o Z Q 2 � U i x 0 C- J Q 0 (1) RECEIVED OCT 10 2007 PERMIT CENTEr rn 0 a) a.$) c 0 a) Ce 2 `' tv .i..it U C It) .41 EXISTING CORRIDOR EXISTING 100A. 205\1/3P1-1. 30HP FUSED DISCONNECT EXISTING BOA, 208V,./.3PH, 7.51 FUSED DISCONNECT 1111 El El 1111 El /I1 MI EI El El El 1111 MN IE E1 El El El El OE MI EM \9/ EA STING STORAGE ROOT < > EXISTING STORAGE ROOM < > +kCE • ." TO MEM _ EXISTIN1 EXISTING STORAGE ROOM < > EXISTING STORAGE ROOM < > EXISTING 100A, 208V/3PH ELECTRICAL PANELBOARD EXISTING RESTROOM EXIS11NG RESTROOM < 101 > EXIS11NG OFFICE SPACE < 102 > I I I I EN E1 /I 111 1111 IE El En El El IE IE El 1111 1111 El la • EXISTING 100A, 208V/3PH ELECTRICAL PANELBOARD EXIS11NG SECURITY OFFICE SPACE < 103> EXISTING OFFICE SPACE < 104 > 1/4 z. - 5 111 I I I I NEW POLICE PLANE r . • 'V' ' _ • LEGEND NOTES KEY NOTES: 0 ; . 0 PROVIDE 'TIME DELAY OFKUGHTZINTCH EQUAL TO LEVITON 6515M-I TO COMM_ NE*, !JOTTING FIXTURE EXHAUST FAN IN • PROVIDE UNSWITCHED HOT LEAD AND NEUTRAL To EXIT SIGN. 0 PROVIDE 3-WAY SWITCH BY riw DOOR TO CONTROL NE1V LIGHTING FIXTURES. 4 - RELOCATE EXISTING LIGHTING FIXTURE. PROVIDE LIGHT SWITCH TO CONTROL RELOCATED FIXTURE. PROVIDE OCCUPANCY SENSOR IVALI SWITCH EQUAL TO LEVITON ODS10-W SERIES. GENERAL NOTES: 1. DEVICES SHOWN HALF TONE ARE EXIS11NG TO REMAIN. NEW DEVICES ARE SHOWN FIJI TONE. 2. SEE LIGHTING FIXTURE SCHEDULE ON SHEET E4.1. 3. LiG1-111NG FIXTURES WITH EMERGENCY BATTERY PACKS REQUIRE THE HOT UNSW1TCHED CIRCUIT CONNECTION, VARE COUNT HASH MARKS ARE NOT SHOWN FOR THIS. . _ . REViEWE F... CODE COMPLIAN(.,,. APPROVP2D RECEIVEL NOV 19 2007 PERMIT CENTER ci w _L 7 I L P AC. € ENTHOUSE #4 PANEL U-IA 208Y /120V 341, 4W 225A SECTION 1 PANEL LI-1A 2D8Y /120V 30, 4W 225A SECTION 2 U 75K VA 260V 208Y/12OV 3 C 4W PANEL HHA 480Y/277V 30, 4W 6O4 A TO PSE VAULTS . 5-- V10 AND V12 1 (4)4'C: 4 6OOKCMIL CU OR (5)4"C: 4,1E7504<CMIL AL PSE PAD MOUNTED TRANSFC MER 0132927 (V13) 1000 KVA 480/277V, 30, 4W J_ PANEL LHC 208Y/120V 31, 4W 225A SECTION 1 PANEL LHC 208Y/120V 30, 4W 225A SECTION 2 75K VA 480V 208Y/120V 37! C 4W PENTHOUSE I A.C. P ANEL HOB 60Y/277 34, 4W 400A L 1�3 PANEL LB PANEL LJB€ 208Y /12DV 2O8Y/120Vs 30, 4W 30, 4W 225A 225A SECTION 1 SECTION 2 45K VA 480V 208Y/120V 3 %% C; 4W = 8 I 1, =53% I 22,600A S s M ASCI ! I ! 1I1WNEL LOADING DOCK VAULT V55 PANEL L,1C 208Y/120V 34, 4W 225A �J 45K VA 480V ri 208Y /12OV 3fi7 C 4W VOLTAGE REGULATOR MAIh1 SWITCHBOARD, 48OY/277V, 30, 4W, 2000A, 100K Ale (4)6'C: 4 #50OKCMlL CU OR (5)6 "C: 4f75OKCMIL AL j) -J 0 0 A 1 [ PENTHOUSE L I"n 0 +n ) s� a tr3 CD. y '. O e 0. Od 0 < - w 0 5� a O d C' Ct !L L ix • iX Cs PANEL LDA 208Y /120V 30, 4W 225A SECTION 1 PANEL LDA 208Y/120V 30, 4W 225A SECTION 2 PANEL UN 480Y/277V 30, 4W 400A 75KVA 480V 208Y/120V 375 C 4W VOLTAGE EGULATOR i U I s F) Lu as Li �� n 1 2 ▪ In If C u fI C n "Zr IX O 0 C 0 r -.0. PENTHOUSE f5 [.°. PENTHOUSE 7 PANEL LHB PANEL LHB 208Y/120V 208Y/120V 30, 4W 34, 4W 225A 225,E SECTION 1 SECTION 2 45K VA 480V nc 1 208Y/120V 37,7, C 4W PANEL HI-ID 480Y/277V 30, 4W 225A PANEL PA 480Y/277V 30, 4W 400A :2 n s C PANEL LI-ID PANEL LI10 480Y/277V 480Y/277V 30, 4W 30, 4W 225A 225A O Q SECTIONI SECTION2 r in J Co l[7 = H cA / LLI � C u_ rX c� o PANEL LDB PANEL LDB 208Y /120V 2O8Y/120V 30, 4W 34, 4W 225A 225A SECTION 1 SECTION 2 PANEL HDO 480Y/277V 30, 4W 400,E 75KVA 480V 2D8Y /120V 3%.% C 4W 75KVA 4 a80V irm 20V/120V 3%Z C 4W PANEL PO 4-80Y/277V 30, 4W 225A i U) OL J C C N p.. N us s ir L1) L 42 C PANEL HDB2 480Y/277V 30, 4W 225A PANEL LBD3 208Y /120V 30, 4W 100A VOLTAGE REGULA TOR L PANEL LJA PANEL LJA 208Y/120V 208Y/120V 30, 4W ark, 4W 225A 225A SECTION 1 SECTION 2 PANEL HJA 480Y/277V 30, 4W 400A f 45KVA 480V 208Y/120V 39 C 4W VOLTAGE .EGULATOR F a. PENTHOUSE f1 PANEL LKA PANEL LKA 2D8Y /120V 208Y/120V 30,4W 30,4W 225A 225A SECTION PANEL HKA 480Y/277V 30, 4W 400A SECTION 2 45KVA 480V 208Y/120V 3% C 4W VOLTAGE REGULATOR EXISTING LANDLORD POWER DISTRIBUTION SCALE: NONE MALL LEVEL MALL LEVEL LEGEND NOTES KEY NOTES: 8 2 1 EXISTING GE PANEL AFFECTED BY THIS PROJECT. LOAD REDUCED AFTER DEMOLITION. ObE A P - e) t Z 0 F- 0 zZ o m I EO 11 w? OJ Q 0 2 ce O w D Z z W c9 = Z � O w cA RECEIVED OCT 10 2007 PERMIT CENTEF, L 0 a) ca.2 L•s) C C Co 0 U \pro jects/73- 07129- 03\ -prdg 2.dwg Oct 10, 2007 10:17am - ostephens /\ co I z G r 1 m z z 0 co V o O z 0 z m z m a � DLR Group @2007, DLR Group Inc., a Washington corporation, ALL RIGHTS RESERVED. Architecture Engineering Planning Interiors CD CD o rn F C) : ---- -- / 1200A.F/ L 1200AT N 0 CA C) CD 1200AF/ 1200AT L E3.2 73- 07129 -03 10 -1 -2007 — 200 AF SPACE - 200 AF SPACE - - 200 AF SPACE i)---- 200 AF SPACE E f 200AJZP t ---- 200 AF SPACE 100A/2P 100A/2P —.0 `� c 200A/2P i 200A/2p -- 2 P 17 0 200A/2P - 100A/2P 100A /2P —a , c 200A/2P 100A /2P 100A/2P 200A M i 00 100E 200A 200A 200A 600A 100A 100{ 0 200A 100A 7.00E 100A 200A/2P 40A 1) r 0 0A/2P 10"/ 2P — 16 100A 200A l H -� 608 - ATHLETES FOOT Srv- CIVD 100A/2P 100A - - -�- 612 - SPENCERS GIFTS 604 - KENNELLY KEYS MUSIC - 604- - KENNEL1..Y KEYS MUSIC 1NB5308 - PRETZEL TIME 600 - OBILE h 618 - MADE IN WASHINGTON 636 - LENSCf2AFTERS . _..._ --- --Pr -. 648 - GYMDOREE n EVENT AREA LOCATION FUTURE KIOSK LOCATION 1030 z C') FUTURE KIOSK LOCA11CN 1035 -4— 646 -- K. BEHM GALLERY 632 °- SFI FCT CQMFORT 636 - EXCAUBER CUTLERY -- 638 - WEISFIELD'S JEWELERY — 624 - FRANKLIN COVEY 620 - VERIZON ?WIRELESS 644 - BATH AND BODY 652 - THAT KITCHEN SHOP 684 - POJCE STA112N ABANDONED M HOUSE PANEL Fl (U11UTY CORRIDOR) L T U- 0 1200AF/ 1000AT r � 400A 200A 200A 240E 200A 1 60A 200A - --- - 672 - PICTURE PEOPLE --•P- 676 - ABERCOMBIE AND FITCH KIDS 556 - CARLTON CARDS 670 - JAMBA JUICE 664 - TALL'S CAMERA 658 - FRIEDLANDER'S JEWELERS � ROOF - FRIEDLANDER'S RTU .- 660 •- NA11JRALIZ EXISTING WEST TENANT POWER DISTRIBUTION ONE -LINE DIAGRAM SOUTHCENTER MALL INTERIOR RENOVATION 0 • BID/ CONSTRUCTION SET 10 -1 -2007 LIGHTING FIXTURE SCHEDULE Project Name: SOUTHCENTER MALL RENOVATIONS Project No: 73- 07129 -03 PANEL SCHEDULE DEMAND KWH DEMAND KW PANEL P AMP MAIN BRKR: MFR. LOCATION: Police Sub-station VOLTS: 208 Y/ 120 PH: 1 -Phase AMP MLO: 100 AIC: 22,000 MOUNT: FLUSH W: 3 -Wire FED FROM: TMB -F1 CIRCUIT DESCRIPTION FIXTURE DESCRIPTION LOAD VA CKT BKR P CIR # n. x CIR it VOLT P CKT BKR LOAD KVA DESCRIPTION CIRCUIT DESCRIPTION LIGHTING - RM 104A, 106, 107, 108 357.7 29.8 858 20 1 1 i ¢m¢CD ¢m¢CD< 2 9.1 1 20 2'X2' SPARE Z 76349010 COMPUTER - OFFICE 106 - RF -1 900 20 1 3 4 76 1 20 -EM WHERE INDICATED ON DRAWINGS SPARE Z 02779785 COMPUTER -- OFFICE 106 22.8 208 /1ph /3w 900 20 1 5 6 1 20 FP28 35K T5 SPARE Z 29127282 COMPUTER - OFFICE 107 16.3 RECESSED 630 20 1 7 8 RF-2 1 20 E SPARE Z 64717202 COMPUTER - OFFICE 107 11.2 208/1ph/3w 900 20 1 9 10 18.9 1 20 Jul -06 SPARE Z 06498400 RECEPT - RESTROOM 108, OFFICE 106 F 2 360 20 1 11 12 SURFACE 1 20 Jul -06 SPARE NEW SECTION 3 AUTO SENSOR -- RESTROOM 108 TERON EAGLE EE213QE 200 20 1 13 14 1 20 SPARE ELECTIRC WATER HEATER - BACK OF HOUSE 2500 30 1 15 16 2 2 30 2250 DRYER - BACK OF HOUSE WASHER -- BACK OF HOUSE 96" SURFACE MOUNTED LINEAR FLUORESCENT SCONCE 1200 20 1 17 18 CB6542 -2FS54 -FINISH TO BE SELECTED - - - - 2250 - - TO MATCH EXPANSION-120 LOAD SUMMARY: CONNECTED LED FEEDER / SERVICE CALCULATION LED • V5.2 LIGHTING LARGEST MOTOR MOTORS RECEPT KITCHEN EQUIPMENT ELECTRONIC LOADS ELECTRIC HEATING MISC. TOTALS 0.86 KVA 0.00 KVA 0.00 KVA 0.36 KVA 0.00 KVA 3.53 KVA 2.50 KVA 5.70 KVA 13 KVA 62 AMPS 1.07 KVA (125 %) 0.00 KVA (125 %) 0.00 KVA (100 %) 0.36 KVA (10KVA * 100 %, REMAIN (0 50 %) 0.00 KVA (65 %) 3.53 KVA (100) 2.50 KVA (100 %) 5.70 KVA (100 %) 13 KVA 63 AMPS SINGLE FACE EXIT SINGLE FACE GREEN LED EXIT SIGN. THERMOPLASTIC CONSTRUCTION. UNIVERSAL MOUNT. LETTERS SHALL BE EVENLY ILLUMINATED BY LED NOTES: X1 1. NEW PANEL. 2. 3. 4. 5. 6. LIGHTING FIXTURE SCHEDULE Project Name: SOUTHCENTER MALL RENOVATIONS Project No: 73- 07129 -03 NOTE DEMAND KWH DEMAND KW TYPE MFR. CATALOG NUMBER LAMP BALLAST FIXTURE DESCRIPTION 1,920 NOTE 1 TYPE QTY WATT DESCR TYPE E, OT VOLT INPUT WATT MOUNTING TYPE DESCRIPTION 120 277 357.7 29.8 208/1ph/3w F 2 BX40 35K Z 06621174 109.7 9.1 208/1ph/3w RECESSED 2'X2' RECESSED DIRECT /INDIRECT BASKET TYPE FIXTURE WITH PERFORATED CENTER BASKET; 5" DEEP; SHADED FIXTURES TO BE PROVIDED WITH EMERGENCY BATTERY PACK. 120V PROGRAM START BALLAST; UL LISTED. Z 76349010 127.6 10.6 RF -1 FOCAL POINT FLU- 22- 8- 2- BX40 -S- 120- G- PS- FW- L835 -WH E X 0 76 208/1ph/3w -EM WHERE INDICATED ON DRAWINGS Z 02779785 273.7 22.8 208 /1ph /3w Dec -06 EXISTING SECTION 2 F 2 FP28 35K T5 Z 29127282 195.8 16.3 RECESSED 2'X4' RECESSED DIRECT /INDIRECT BASKET TYPE FIXTURE WITH PERFORATED CENTER BASKET; 5" DEEP; SHADED FIXTURES TO BE PROVIDED WITH EMERGENCY BATTERY PACK. 120V PROGRAM START BALLAST; UL LISTED. Z 70190577 78 RF-2 FOCAL POINT FLU- 24-- B-- 2T5 --S-- 120- G- PS -FW- L835 -WH E X Z 64717202 60 11.2 208/1ph/3w -EM WHERE INDICATED ON DRAWINGS Nov -06 Z 62685554 226.6 18.9 208 /1ph /3w Jul -06 Z 06498400 135.8 F 2 CF13DD /E/835 13W QE 35K Nov -06 Z 64881974 346.8 SURFACE 10" DIA DNLT 10" DIAMETER SURFACE MOUNTED FLUORESCENT FIXTURE UL LISTED FOR DAMP LOCATIONS. Jul -06 Sub -total Section, 1 +2 (Existing) 181.5 503.9 AMP DEMAND NEW SECTION 3 SF -1 TERON EAGLE EE213QE E X TOTAL (1.25xExisting + New) 323.1 896.9 AMP DEMAND 26 F 2 FP54 T5 -HO 35K COLUMN WALL MOUNT 96" SURFACE MOUNTED LINEAR FLUORESCENT SCONCE WF -1 VISA LIGHTING CB6542 -2FS54 -FINISH TO BE SELECTED E X 108 TO MATCH EXPANSION-120 LED N/A LED UNIVERSAL SINGLE FACE EXIT SINGLE FACE GREEN LED EXIT SIGN. THERMOPLASTIC CONSTRUCTION. UNIVERSAL MOUNT. LETTERS SHALL BE EVENLY ILLUMINATED BY LED X1 EMERGI -CITE ESCORT EC SERIES OT X 5 PRESCOUTE PEX SERIES LAMPS TO CREATE GREEN LE HENS. EXIT SIGN SHALL BE UL LISTED. SURE -CITES CLX SERIES LITHONIA LQM SERIES SWBD TMB-F1 208/120V, 3P, 4W, 1200A, 65KAIC LOAD DESCRIPTION METER DEMAND KWH DEMAND KW VOLTAGE 2006 -2007 PEAK MONTH EXISTING SECTION 1 28 NORDSTROM SIGN 1,920 NOTE 1 30 NORDSTROM SIGN 1,920 Z 64554251 192.6 16.1 208 /1ph /3w Jul -06 Z 76459256 357.7 29.8 208/1ph/3w Aug -06 Z 06621174 109.7 9.1 208/1ph/3w May-06 Z 76349010 127.6 10.6 208 /1ph /3w Jan -07 Z 04533549 0 0.0 208/1ph/3w abandoned Z 02779785 273.7 22.8 208 /1ph /3w Dec -06 EXISTING SECTION 2 Z 29127282 195.8 16.3 208 /1ph /3w Jul -06 Z 70190577 78 6.5 208/1ph/3w Aug -06 Z 64717202 134 11.2 208/1ph/3w Nov -06 Z 62685554 226.6 18.9 208 /1ph /3w Jul -06 Z 06498400 135.8 11.3 208 /1ph /3w Nov -06 Z 64881974 346.8 28.9 208 /1ph /3w Jul -06 Sub -total Section, 1 +2 (Existing) 181.5 503.9 AMP DEMAND NEW SECTION 3 New kiosk #1 33.28 208 /1ph /3w New kiosk #2 33.28 208/1ph/3w New kiosk #3 16.64 208/1ph/3w New Panel P 13.0 208/1ph/3w Sub -total Section 3 (New) 96.2 TOTAL (1.25xExisting + New) 323.1 896.9 AMP DEMAND BRANCH CIRCUIT SUMMARY PANEL LKA CKT DESCRIPTION NEW LOAD [W] REMOVED LOAD [W] 26 NORDSTROM SIGN 1,920 NOTE 1 28 NORDSTROM SIGN 1,920 NOTE 1 30 NORDSTROM SIGN 1,920 NOTE 1 BRANCH CIRCUIT SUMMARY PANEL LJC CKT DESCRIPTION NEW LOAD [W] REMOVED LOAD [W] LTG. COLUMN 216 2080 TOTAL OF 9 COL 1,944 18,720 BRANCH CIRCUIT SUMMARY PANEL LHC CKT DESCRIPTION NEW LOAD [W] REMOVED LOAD [W] LTG. COLUMN 216 2080 TOTAL OF 25 COL. 5,400 52,000 GENERAL NOTES: A. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE UNITS MEETING FIXTURE SCHEDULE DESCRIPTION CATALOG NUMBER MAY NOT BE COMPLETE; USE ONLY AS A GUIDELINE. B. FLUORESCENT LAMP BALLAST SHALL BE ELECTRIC, ENERGY - EFFICIENT, HIGH -POWER FACTOR, WITH MANUFACTURERS: EBT, ADVANCE, MAGNETEK, KINGTEC, OR APPROVED EQUAL ABBREVIATIONS: F: E: OT: MT: S: W: FLUORESCENT LED(LIGHT EMITTING DIODE) ELECTRONIC, HIGH FREQUENCY BALLAST OTHER(REFER TO FIXTURE DESCRIPTION) MOUNTING SURFACE RECESSED WALL LOAD SUMMARY FOR SWITCHBOARD TMB -F1 AND SPECIFICATION REQUIREMENTS. THE FIXTURE MINIMUM OPERATING FREQ. OF 20,000 HZ. LIGHTING FIXTURE SCHEDULE N OTES: 1. EXISTING SPARE BREAKER 20A, 120V TO BE RE -USED FOR NEW LOAD AS SHOWN. EVNED FOR CODE COM PLIANCE 1 APPROVE JO 1 ICU +' z 0 F- 0 z w 0 w z J J W H � Z UJ L..9 � 2 DF. W D 0 u) O r w O N O L a 0) 0 C ca 0 f1 N Lis) W Ce E i (:)* 111111 I e i i . 'V ? b° I \ 4 - BID/ CONSTRUCTION S 10-1-2007 ©2007, DLR Group inc., a Washington corporation, ALL RIGHTS RESERVED.