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Permit D08-242 - WESTFIELD SOUTHCENTER MALL - OAKLEY - TENANT IMPROVEMENT
OAKLEY 556 SOUThCENTELR MALL D08 -242 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://wwwatukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -242 Occupant /Tenant: OAKLEY Building Address: 556 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 Use: RETAIL Occupancy Group /Division: M Type of Construction: II Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: BUILDING OFFICIAL 6' 6,ecr)g DAT THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES City ltf Tukwila Parcel No.: 6364200010 Address: 556 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: OAKLEY Address: 556 SOUTHCENTER MALL , TUKWII,A WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: 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 Contact Person: Name: ELIZABETH VALERIO Address: 5858 WILSHIRE BL, #203 , LOS ANGELES CA 90036 Phone: 323 - 954 -8996 Contractor: Name: LAKEVIEW CONSTRUCTION INC Address: PO BOX 308 , PLEASANT PRAIRIE, WI 53158 Phone: 414- 857 -3336 Contractor License No: LAKEVCI072KC DESCRIPTION OF WORK: TENANT IMPROVEMENT FOR RETAIL STORE IN MALL EXPANSION. doc: IBC -10/06 DEVELOPMENT PERMIT * * continued on next page ** • Permit Number: D08 -242 Issue Date: 05/30/2008 Permit Expires On: 11/26/2008 Expiration Date: 01/13/2009 Value of Construction: $200,000.00 Fees Collected: $3,348.00 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II Occupancy per IBC: 00 D08 -242 Printed: 05-30 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Meter: Permit Center Authorized Signature: Signature: Print Name: doc: IBC -10/06 1j4,J 13.4 , '1 City �Tukwi1a 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 Permit Number: D08 -242 Issue Date: 05/30/2008 Permit Expires On: 11/26/2008 Date: • tics I hereby certify that I have read and can 'ned this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied t , whether specified herein or not. The granting of this permit does not p esume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performarpye of wcj�rk. I am authorized to sign and obtain this development permit. Date: A/AyD d 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. D08 -242 Printed: 05-30 -2008 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Parcel No.: 6364200010 Address: 556 SOUTHCENTER MALL TUKW Suite No: Tenant: OAKLEY 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 PERMIT CONDITIONS • Permit Number: D08 - 242 Status: ISSUED Applied Date: 04/30/2008 Issue Date: 05/30/2008 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 for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 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: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: 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 doc: Cond -10/06 D08 -242 Printed: 05 -30 -2008 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. 15: ** *FIRE DEPARTMENT CONDI'T'IONS * ** • 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 • 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: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 nun). (IFC 906.7 and IFC 906.9) 19: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 20: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 21: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 22: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (1PC 1008.1.8.3 subsection 2.2) 23: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 24: 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) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 27: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 28: 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) doc: Cond -10/06 D08 -242 Printed: 05-30 -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: 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) 30: Install mechanical stops between rolling shelving units so that when units are rolled together, a 6 inch flue space is maintained to prevent sprinkler obstructions greater than 4 ft. wide. 31: Storage shall be maintained 2 feet or more below the ceiling in nonsprinldered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinldered areas of buildings. (IFC 315.2.1) 32: All new sprinlder 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 sprinlder 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) 33: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 34: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 35: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 36: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 37: 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. 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D08 -242 Printed: 05-30 -2008 Signature: doc: Cond -10/06 Print Name: 19/144 0 4/ 0 • 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. df-. 40 Date: 1 SO d ? D08 -242 Printed: 05-30 -2008 SITE LOCATION Site Address: Tenant Name: Da'( i / nn J Property Owners Name / : ,) �7 PiUL. �[�Y Mailing Address: 1 1 b( l (A.) lc 1 YP r--.1 v( CONTACT PERSON - who do we contact when your permit is ready to be issued Name: l /G (�f't Vl J-P'r1b X / J23 qJ` ] Day ] Telephone: b 31 Mailing Address: � J - 3 /01 /S5k - . / /vd ' #p�� L-1 1 64- ?(- City V /PXID ��CLFf'f//1Z10�1/ ?1 t it Fax Number: F7 tat /— Zip E -Mail Address: Company Name: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWIL Community Developmen Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hitp://www.ci.tulcwilawatis 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 ** sib cat-0 Cofftav City GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) gp 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 Volta/rip .,dvo}i,i4eaola` Company Name: Mailing Address: S (1)1/ / . e. Q9ApplicationsWrirms- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bh Building Peo. P Mechanical Permit No. -V_ 1/6 Plurribing /Gas Permit No. Public Works Permit Nb. Project No. 141 100 :._ (For office use only) King Co Assessor's Tax No.: Suite Number: City St ate � c,ZZiip Da ' �T&ephone: j? —q/ — es / ! ) !J b / Fa� umber ! /? ' G � � � J � V/ ' s ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record del _ _I _ _ AI CI L 0 State Zip Day Telephone: '"1 1 1 J - t� y y (7 Fax Number: q 0 -77:2 Ci ) V► 636,Vio -c / Floor: New Tenant: Yes ❑..No State State C Zip Zip Page 1of6 BUILDING PERMIT INFORMSION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Scope of Wo k (please provide detailed information): 1 .c 'J AI A Will there be new rack storage? Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprin (ar 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: Compact: Will there be a change in use? ❑ Yes FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers SEPTIC SYSTEM Department. Q \Applications\Forms- Applications On LineV -2006 - Permit Application doc Revised 9 -2006 bh ❑.. No If yes, a separate permit and plan submittal will be required. Automatic Fire Alarm ❑ None ❑ Other (specify) Handicap: ❑ No If "yes ", explain: 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 Sa ety ata Sheets. ❑ On -site Slepti System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Page 2 of 6 . Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC . Type of Occupancy per IBC 1 Floor i I I� 3 �� II N � M 2 Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMSION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Scope of Wo k (please provide detailed information): 1 .c 'J AI A Will there be new rack storage? Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprin (ar 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: Compact: Will there be a change in use? ❑ Yes FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers SEPTIC SYSTEM Department. Q \Applications\Forms- Applications On LineV -2006 - Permit Application doc Revised 9 -2006 bh ❑.. No If yes, a separate permit and plan submittal will be required. Automatic Fire Alarm ❑ None ❑ Other (specify) Handicap: ❑ No If "yes ", explain: 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 Sa ety ata Sheets. ❑ On -site Slepti System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Page 2 of 6 PERMIT APPLICATION NOT 1'3` 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 OWN Signature: Print Name: 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. 0 AUTHORIZED AGENT: Mailing Address: a ��,c GV 1 J5h1 h QAApplicauons \Forms - Applications On Line\; -2006- Permit Application doc Revised 9 -2006 bh Day Telephone: ��- Aity State Zip Date Application Accepted• 4-5o --oo Date Application Expires: /O - &) -os Staff)tials: 1 Page 6 of 6 Receipt No.: R08 -01867 Initials: JEM User ID: 1165 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Payee: LAKEVIEW CONSTRUCTION INC. ACCOUNT ITEM LIST: Description 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: D08 -242 Address: 556 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 04/30/2008 Applicant: OAKLEY Issue Date: TRANSACTION LIST: Type Method Descriptio Amount Payment Check 223883 2,054.50 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Payment Amount: $2,054.50 Payment Date: 05/30/2008 12:37 PM Balance: $0.00 1,990.00 60.00 4.50 Total: $2,054.50 3033 05/30 9711 TOTAL 2054.50 doc: Receiot -06 Printed: 05-30 -2008 RECEIPT NO: R08 -01417 Initials: BLH Payee: EXPRESS PERMITS D08 -242 EL08 -495 M08 -125 PG08 -141 TOTAL: ACCOUNT ITEM LIST: Description • SET RECEIPT City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Payment Date: 04/30/2008 User ID: ADMIN Total Payment: 1,461.73 SET ID: S000001018 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount 1,293.50 100.00 45.23 23.00 1,293.50 TRANSACTION LIST: Type Method Description Amount Payment Check 11553 1,461.73 TOTAL: 1,461.73 ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES Account Code Current Pmts 000.345.832.00.0 100.00 000/345.830 1,361.73 TOTAL: 1,461.73 1 811 04/30 9711 TOTAL 1461.73 Steven M. Mullet, Mayor Steve Lancaster, Director Project: 0A1Z LLi Type of Inspection: 4�1 f•A Address: 5� m All Date Called: Special Instructions: Date Wanted:^ -7--2A -Qe p.m. Requester: Phone No: 336-B03 bob -ztiz INSPECTION RECORD Retain a copy with permit INSPECT! N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 l 'AApproved per applicable codes. El Corrections required prior to approval. COMMENTS: Ntrr -1 l ev.N 1 /-z(M4.&( ict piQ 11V -( 0. . . REINSPECTION FEE ° EQUIRE . Prior to inspection, fee must be p at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: fd�i..7t:.:.�, COMMENT n - • . 1 C.0LAZlQ� Lt?S t.1C 2, ) 1- 2 vt.3T b 00 t2... ---; � v ,-. ro 1 ,.6 .-/ Address: 63C, MAO `T (\ erne 7r('AwJr1t a pi✓evre 1 S (A 4- Special Instructions: Date Wanted: 7 - - °8 a.m. Requester: Phone No: Project: c pKiFt( Type of Inspection: I- ,N - , 1 Address: 63C, MAO Date Called: Special Instructions: Date Wanted: 7 - - °8 a.m. Requester: Phone No: g INSPECTION NO. a Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Corrections required prior to approval. Inspe Date: $ • 00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be p at 6300 Southcenter Bl ., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: nig /4� Type of Fie 4 n / ^ , / Address: M 4 / / Date Called: Special Instructions: Date Q ;arm, Requester: Phone N . 3�� -2.)/O 6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Da6 PERMIT NO. ( 206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. to COMMENTS: Eack c ;id Lel AareI /• d J $600 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be p3 at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recerpt No.: 'Date: Project: au / Type of Inspection 1 • Address:: Date Called: Special Instructions: Date Wanted: , 7�/ d Requester: Phone No: 534 gO3 01//i' 5 1L.. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 124 J 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3f7 proved per applicable codes. Corrections required prior to approval. G� COMMENTS: ��A. 5 arc)1 i'c►l saa':rs .5e des elp D $60NU REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: ' r I Project : f}�Gl Type of Insp ction: rijAn 1/ N� Addre6, / A' /I I D ate C alled: Special Instructions: Date Wanted: - rtr Requester: Phone No - 43 (- 8d3 -zii v INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION p; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ( J V411 C (A ,• J 41 <� 5Fww Fig, t LANs Inspector: 'Date: ‘ 17. 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: Project: OA` � I Type of Inspection: I ,� 1- dv Address: Date Called: Special Instructions: Date Wanted: / 6/47 m. p.m. Requester: Phone No: 3& 8 alio 3 DDo 1 2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: y J2. ~1 >.% I.. 0.6 X Inspector: 7e 1Date: / Z og E1 $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: NTS:: COMMENTS: r � Type of Inspection: 'n firer c N 512e I\00∎ - ∎ I-r #i of -t 1 die.._ 42teC J Special Instruction S Dat Wanted: / ' / Pi!, .r ex Ere( x+.91' G p/9LT/ Phone No: 234 863.2116 Project: O t y Type of Inspection: 'n firer c Address: /��� Date Called: J Special Instruction S Dat Wanted: / ' / a.m. �p.m. Requester: Phone No: 234 863.2116 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P0g 292. PERMIT NO. (206)431 -3670 El Approved per applicable codes. ❑ Corrections required prior to approval. Date: ! 2 4f _,gi Inspector: $60.00 F7E INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type o e ectig i 9 /20 ' ' /lam P 4'i' 1 7 // Nem. Mf 094 Special Instructions: Date anted: a p.m. 09 wet sioi kry Nit' 454/ tii 4s Phone No: 71 d 7 4- S-kw, 3 -1 •u � -/id Ai4 -� t�e iati Project: L ' I 4 Type o e ectig " -v Address: .15(2 bate ailed: Special Instructions: Date anted: a p.m. Req ester: Phone No: • l INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2'.06)431 -3670 0 Approved per applicable codes. corrections required prior to approval. spe - 1$5 ctor: Date; .9 REINSPECTION ) REST IRED. Prior o inspection. fee must be at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Re ' pt No.: Date: Project: Qci Lcte1 Sprinklers: Type of Inspection: S ' Fr hc, I Address: Suite #: S 5 s . 5 L 4 ! 1 Con att Person: 6-1. 1‹.- 13i 1 L, Special Instructions: Permits: Occupancy Type: Phone No.: 7-os —' 3 I -y0). -alk Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: . Monitor: Pre- Fire: ' ` Permits: Occupancy Type: EiS f"e4: Y.: me;'. •SZ! l^: Iw!ia: "s `s'a .'V•iRfii:.T.6Ed�4Pti S INSPECTION NUMBER R Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 COMMENTS: 1.- ,k Qk e 4 ve. -4-o r r r c,, J .!� '�- bow. . .....r.. . y . . . . . a . : t . .. • . . . ..... .. r..i_��1 r. .L. • L J. 4. • • • . . . . . • - • .1 Inspector: Date: . 7-1 --o 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 ..c/ X • S_ Ddb- ati 3- PERMIT NUMBERS Corrections required prior to approval. T.F.D. Form F.P. 113 1 Payee: KEITH WAGNER ACCOUNT ITEM LIST: Descript dna RPCAint -OR PLAN CHECK - 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 Parcel No.: 6364200010 Permit Number: D08 -242 Address: 556 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 04/30/2008 Applicant: OAKLEY Issue Date: 05/30/2008 Receipt No.: R08 -02194 Payment Amount: $60.00 Initials: WER Payment Date: 06/20/2008 09:10 AM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3856 60.00 RECEIPT Account Code Current Pmts 000/345.830 60.00 Total: $60.00 3878 06/20 9711 TOTAL 60.00 PrintpcL nn- 70 -9OOR Project: 1ST (4 Sprinklers: y T •e of Inspection: i RA -k ji /t 1— C \ ',f { - Address: .375- 4 Suite #: . ` iv'} 141 L Contact Person: Special Instructions: Pre -Fire: dJ Phone No.: Needs Shift Inspection: cr Sprinklers: y Fire Alarm: y~' Hood & Duct: 0 Monitor: 6r°rr Pre -Fire: dJ Permits: /v Occupancy Type: ivy.... INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD -Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Word/Inspection Record Form.Doc 1/13/06 0 d PERMIT NUMBERS Corrections required prior to approval. COMMENTS: (A- — o: ' e e35 /4 Inspector: SJ V Date: ° ; 6' Hrs.: c / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. artment. CaII to schedule a reinspection. tY P p T.F.D. Form F.P. 113 Project: 0 AtAx-ty Type of Inspection: 1#9 bao) 1-01, ten_ Address: S i S. C.. rvIgvt.L. Suite #: Contact Perton: . Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: .. Occupancy Type: _ • " , - • .. • • • ry." CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila. Wa. 98188 206-575-4407 INSPECTION NUMBER Approved per applicable codes. COMMENTS: 1 449 kohl 5,44x4 5.0 gX0 /60 9 6 1 1 0 0 4i 14-s 044)4 poo R Ito • IfispectOr: Word/Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit I Date: .441.48. DoS. Pqa- cot- 5- agy PERMIT NUMBERS n Corrections required prior to approval. Hrs.: 0 2: $80.00 REINSPECTION FEE REQUIREb. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 TiF.D. ForM.F.P. 113 ON Project: Q- , Type of Inspection: Address: 54 y.e. pui.L. Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: _ Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: L INSPECTION NUMBER ..? ".-' Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Dag, -z4.- _ CO- 5 - 2204 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. COMMENTS: \Plo o Mey - fJ • - - 1 Date: &( /I Hrs.: Inspector: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he 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 Project Name : OAKLEY Project Number : H- 041708 -1 Date : 04/21/08 Scope of Work : Storage Racks FILE COPY Permit No. c_..,... s 0 „ ! r ct 1200 N. Jefferson St. Ste. F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 e -mail: mail @sceinc.et REVIEWED FOR CODE COMPLIANCE APPR VE �f MAY 2 0 i 2008 ty Of Tukwila BUILDING DIVISION Street Address : 633 SOUTHCENTER, STE. 1107 City /State : SEATTLE, WA. 98188 REVISION N EXPIRES 10/25/ 0`1 1 CITY RECEIVED MAY 19 2008 PERMIT CENTER APR 2 4 2008 00,0 S tStwitural LAP on is ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 Design Data By: BOB S. Project: OAKLEY Project #: H-041708 -1 Configuration: OFFICE FRONT ELEVATION 1) The analyses of the light duty storage fixtures conforms to the requirements of the 2006 IBC 2) Steel minimum yield, Fy= 36 ksi unless otherwise noted on the plans or analysis herein. 3) Anchor bolts shall be provided by installer per ICBO reference on the calculation herein. The installer must provide any special inspection as called out on plans or calculations, or as required by the ICBO report indicated herein. 4) All welds shall conform to AWS procedures, utilizing E70xor electrodes or similar. All such welds shall be performed in shop, with no field welding allowed other than those supervised by a licensed deputy inspector. 5) The slab on grade is assumed to be 5° thick with minimum 2500 psi compressive strength. Soil bearing capacity is 1000 psf. WP Rivetierll 200G IBC shelving I - OAKLEY Page Z of 1 b 4/21/2008 Component Summary Column LURH L1- 1/2 "x14ga 0.44 OK Beam Double Rivet Lo Prof (SSLP) 0.72 OK Beam Rivet 1 -1/2" Spacing 0.45 OK Anchor (1) 3/8 diam x 2" Embed HILT' KWIK BOLT TZ per post (ESR 1917) YES Inspection Required 0.89 OK Foot Plate 5-3/4 x 3 -5/8 x 10 ga RDSFP 0 T Post, 3 -1/2 x 3 -5/8 x 10 ga RSSFP @ L Post 0.35 OK I Slab 5 in thick slab with fc=2500 psi with 1000 psf allowable soil bearing pressure 0.21 OK S t turai on is engineering Notes By: BOB S. Summary of Results OFFICE FRONT ELEVATION RIVET SHELVING Seismic Zone Coef, Ss= 1.43 Seismic Zone Coef, Fa= 1.00 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 36 "/42" PN SSLPD36 /42 J J N 0 N N N \0 0 Steel Fy= 36,000 psi WP Rivetierll 2006 IBC shelving I - OAKLEY Project: OAKLEY Configuration: OFFICE FRONT ELEVATION r7 UNITS ALSO COME IN A 36" WIDE BAY WITH SAME COMPONENTS AND LESS LOAD, CRITICAL 42" WIDE BAY ANALYZED. Project #: H-041708 -1 Shelf Configuration # of Levels= 11 D= 12.0 in H= 108.0 in L= 42.0 in Location Elevation Load hl= 3.0 in 100 Ib h2= 10.5 in 100 lb h3= 10.5 in 100 Ib h4= 10.5 in 100 Ib h5= 10.5 in 100 Ib h6= 10.5 in 100 Ib h7= 10.5 in 100 Ib h8= 10.5 in 100 Ib h9= 10.5 in 100 Ib h10= 10.5 in 100 Ib h11= 10.5 in 100 Ib Total Height= 108.0 in Page 3 of l (° 4/2 I /2008 Component Summary Column LURH L1- 1 /2 "x14ga 0.42 OK B eam SS Double Rivet Beam 0.31 OK Beam Rivet 1 -1/2" Spacing 0.50 OK Anchor (1) 3/8 diam x 2" Embed HILTI KWIK BOLT 17 per post (ESR 1917) YES Inspection Required 0.19 OK Foot Plate 5 -3/4 x 3 -5/8 x 10 ga RDSFP @ T Post, 3 -1/2 x 3 -5/8 x 10 ga RSSFP @ L Post 0.26 OK Slab 5 in thick slab with fc =2500 psi with 1000 psf allowable soil bearing pressure 0.15 OK s Notes t tural r Lon is n gineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: BOB S. Summary of Results Configuration: STATIONARY 30x48 ELEVATION END UNIT FRONT ELEVATION. RIVET SHFI VING Seismic Zone Coef, Ss= 1.43 Seismic Zone Coef, Fa= 1.00 Steel Fy= 36,000 psi Project: OAKLEY Project #: H-041708 -1 Shelf Configuration # of Levels= 7 D= 30.0 in H= 120.0 in L= 60.0 in Location Elevation Load hl= 3.0 in 200 Ib h2= 19.5 in 200 Ib h3= 19.5 in 200 Ib h4= 19.5 in 200 Ib h5= 19.5 in 200 Ib h6= 19.5 in 200 Ib h7= 19.5 in 200 Ib Total Height= 120.0 in WP R vetierll 2006 1bC shelvink I - QAKLEI Page of of t tJ 4/24/2008 Component Summary Column LURH L1- 1 /2 "xl4ga 0.37 OK Beam SS Double Rivet Beam 0.24 OK Beam Rivet 1 -1/2" Spacing 0.39 X Y Y Y 0 0 0 0 Anchor (1) 3/8 diam x 2" Embed HILTI KWIK BOLT 17 per post (ESR 1917) YES Inspection Required 0.64 Foot Plate 5 -3/4 x 3 -5/8 x 10 ga RDSFP @ T Post, 3 -1/2 x 3 -5/8 x 10 ga RSSFP @ L Post 0.30 Slab 5 in thick slab with fc =2500 psi with 1000 psf allowable soil bearing pressure 0.18 t Loonipts tural ngineering ® 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: BOB S. Project: OAKLEY Summary of Results Configuration: STATIONARY 30x15 ELEVATION I Notes 60 TYP PN SS60 0 0 0 0 FND UNIT FRONT ELEVATION RIVET SHFI VING Seismic Zone Coef, Ss= 1.43 Seismic Zone Coef, Fa= 1.00 Steel Fy= 36,000 psi Project #: H- 041708 -1 Shelf Configuration # of Levels= 7 0= 15.0 in H= 120.0 in L= 60.0 in Location Elevation Load hl= 3.0 in 150 Ib h2= 19.5 in 150 Ib h3= 19.5 in 150 Ib h4= 19.5 in 150 Ib h5= 19.5 in 150 Ib h6= 19.5 in 150 Ib h7= 19.5 in 150 Ib Total Height= 120.0 in WP Rrvetlerll 200G IBC sheiving I - VAr\LEY' Page 1 of 4/24/2008 Component Summary Column LURH L1- 1 /2 "x14ga 0.45 OK Beam Double Rivet Z (ZS36) 0.33 OK Beam Rivet 1 -1/2" Spacing 0.46 OK Anchor (1) 3/8 diam x 2" Embed HILTI KWIK BOLT TZ per post (ESR 1917) YES Inspection Required 0.96 OK Foot Plate 5 -3/4 x 3 -5/8 x 10 ga RDSFP @ T Post, 3 -1/2 x 3 -5/8 x 10 ga RSSFP @ L Post 0.38 OK Slab 5 in thick slab with fc =2500 psi with 1000 psf allowable soil bearing pressure 0.23 OK S tr tural LIon is e ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 'Notes By: BOB S. Project: OAKLEY Summary of Results Configuration: ACCESORIES 36x18 ELEVATION 36" PN Z536 ACCFSORIES FRONT Fl FVATION RIVET SHFI VING Seismic Zone Coef, Ss= 1.43 Seismic Zone Coef, Fa= 1.00 Steel Fy= 36,000 psi WP R vetlerll 200G IBC shelving I - OAKLEY Page of 16 Shelf Configuration Project #:14041708-1 # of Levels= 9 D= 18.0 in H= 144.0 in L= 36.0 in Location Elevation Load hl= 3.0 in 150 Ib h2= 18.0 in 150 Ib h3= 18.0 in 150 Ib h4= 18.0 in 150 Ib h5= 18.0 in 150 Ib h6= 18.0 in 150 Ib h7= 18.0 in 150 Ib h8= 18.0 in 150 Ib h9= 15.0 in 150 Ib Total Height= 144.0 in 4/2 I /2008 Component Summary Column LURH L1- 1 /2 "xl4ga 0.67 OK Beam SS Double Rivet Beam 0.38 OK Beam Rivet 1 -1/2" Spacing 0.90 OK Anchor (1) 3/8 diam x 2" Embed HILTI KWIK BOLT TZ per post (ESR 1917) YES Inspection Required 0.33 OK Foot Plate 5 -3/4 x 3 -5/8 x 10 ga RDSFP @ T Post, 3 -1/2 x 3 -5/8 x 10 ga RSSFP @ L Post 0.23 OK Stab 5 in Odd( slab with f c =2500 psi with 1000 psf allowable soil bearing pressure 0.14 OK S twtural ILIonppts ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: BOB S. Summary of Results Configuration: APPARAL 60x24 ELEVATION Notes 24" PN SS24 APPARAI FND ELEVATION RIVFT SHFI V1NG • Seismic Zone Coef, Ss= 1.43 Seismic Zone Coef, Fa= 1.00 Steel Fy= 36,000 psi WP Rivetierll 2000 IBC shelving I - OAKLEY Project: OAKLEY Project #: H-041708 -1 60" PN SS60 PN HBSL60 APPARAL FRONT Fl EVAT1ON RIVET SHF.I VING Shelf Configuration # of Levels= 4 D= 24.0 in H= 144.0 in L= 60.0 in Location Elevation Load hl= 36.0 in 250 Ib h2= 36.0 in 250 Ib h3= 36.0 in 250 Ib h4= 36.0 in 250 Ib Total Height= 144.0 in Page 7 of I tp 4/24/2008 Component Summary Column LURH L1- 1 /2 "x14ga 0.42 OK Beam SS Double Rivet Beam 0.31 OK Beam Rivet 1 -1/2" Spacing 0.50 OK Anchor (1) 3/8 diam x 2" Embed HILTI KWIK BOLT TZ per 12IN (ESR 1917) YES Inspection Required 0.19 OK Foot Plate 5 -3/4 x 3 -5/8 x 10 ga RDSFP @ T Post, 3 -1/2 x 3 -5/8 x 10 ga RSSFP @ L Post 0.26 OK Slab 5 in thick slab with fc =2500 psi with 1000 psf allowable soil bearing pressure 0.15 OK S tjturai On tS (Notes ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: BOB S. Project: OAKLEY Summary of Results Configuration: MOBILE 30x48 ELEVATION FND UNIT FRONT ELEVATION RIVET SHFI VING Seismic Zone Coef, Ss= 1.43 Seismic Zone Coef, Fa= 1.00 Steel Fy= 36,000 psi WP R vetierll 200G IBC shelving I - OAKLEY Page cc of Project #: H- 041708 -1 Shelf Configuration # of Levels= 7 D= 30.0 in H= 120.0 in L= 60.0 in Location Elevation Load hl= 3.0 in 200 Ib h2= 19.5 in 200 lb h3= 19.5 in 200 Ib h4= 19.5 in 200 Ib h5= 19.5 in 200 Ib h6= 19.5 in 200 Ib h7= 19.5 in 200 Ib Total Height= 120.0 in 4/24/2008 S t tural r Lion is e ngineering 1729 S. Poualass Rd. Ste B. CA 92806 Tel: 714.456.0056 Fax: 714.456.0066 Loads on Anti-Tip Rail By: Project: H- 041708 -1 Anti -Tip Guide Rail Assembly T= 317 lb Expansion anchor Anti -Tip Rail F.F. L= 0.75 t- guiderail= 0.105 in S= bd ^2/6= (3 in * .105 ^2) /6 M= PL/2 = 0.006 inA3 = 119 in-lb Fy= 36,000 psi fb= M/S = 21,565 in-lb Fb= 0.6 *Fy *1.33 = 28,728 psi fb /Fb= 0.75 OK Project #: BOB S. WP Rwetierll 200G IBC shelving I - OAKLEY Page n l of (b 4/2 I /2008 S t tural on is t I ngineering Seismic Forces By: BOB S. Lateral analysis is performed with regard to the 2006 IBC Sec. 1613 and ASCE 7 -05 section 12.14.8.1 & 13.3.1 V 43 , 42 _ 14 , 11 = F *S /R Veg 133.1= 0.4 * ap * Sos * W * (1 + 2 *z /h) /(Rp /Ip) V«g133 -3= 0.3 * Sin * Ip *W Sps= Fa * Ss * (2/3) = 0.95267 Veg12.14 -11= 0.2722 Veq 13.3 -1= 0.1524 Veq 13.3 - 3= 0.2858 V,„,„„,, 0.015 Seismic Coeff= 0.2858 (Either Direction) Down Aisle Seismic Shear (Longitudinal) Qty Moment Beams longit= 11 Wlong= 4Il *0.67+13L) = 847 Ib Vong =V 0.285801 * 847 Ib = 242 Ib VJ2= 121 Ib Transverse Distribution 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 Project OAKLEY Configuration: OFFICE FRONT ELEVATION Level LL*0.67 DL hi wi*hi R R*hi 1 67 Ib 10 Ib 3 in 231 1.2 Ib 4 in-Ib 2 67 Ib 10 Ib 14 in 1,040 5.4 Ib 73 in-lb 3 67 Ib 10 Ib 24 in 1,848 9.5 Ib 228 in-Ib 4 67 Ib 10 Ib 35 in 2,657 13.7 Ib 473 in-lb 5 67 Ib 10 Ib 45 in 3,465 17.8 Ib 801 in-Ib 6 67 Ib 10 Ib 56 in 4,274 22.0 Ib 1,221 in-Ib 7 67 Ib 10 Ib 66 in 5,082 26.2 Ib 1,729 in-Ib 8 67 Ib 10 Ib 77 in 5,891 30.3 Ib 2,318 in-Ib 9 67 Ib 10 Ib 87 in 6,699 34.5 Ib 3,002 in-lb 10 67 Ib 10 Ib 98 in 7,508 38.6 Ib 3,764 in-Ib 11 67 Ib 10 Ib 108 in 8,316 42.8 Ib 4,622 in-lb Sum: 737 Ib 110 Ib W=847 Ib 47,009 199 Nost.11233.7 r� Transverse Column Loads Longitudinal Column Loads Pstatic= I:(LL +DL) = 6051b Mconn= 5,324 in-Ib Depth= 12.0 in Pseismic= D = 1,519 lb Mtransv =M 1,271 in-Ib WP R vetierll 2006 IBC shelving I - OAKLEY Vndn= (RMI Sec 2.5.1.2) Fa= 1.00 Ss= 1.43 R= 3.50 Ip= 1.00 PL 1.00 F= .. . # of levels= 11 ap= 1.0 Rp= 2.5 z/h= 0.00 Pstatic= E(LL +DL) = 605 lb bb Cross Aisle Seismic Shear (Transverse) Qty Moment Beams transverse= 6 Wtransv= L(LL*0.67 +DL) = 847 Ib Vtransverse =V 0.285801 * 847 Ib = 242 Ib V 1211b Project #: H- 041708 -1 Elevation Catwalk LL= 0 psf Catwalk DL= 0 psf Trib Area= 0.0 ft^2 Smilarly, Mlong= 549 in -Ib Mconn -long= 549 in-lb V Moment Resisting DbI Rivet Beams Vn hb Mn Mconn 121.00 Ib 100.83 Ib 80.67 Ib 60.50 Ib 40.33 Ib 20.17 Ib 3 in 21 in 21 in 21 in 21 in 21 in 363 in-lb 1,059 in-lb 847 in-lb 635 in-lb 1,271 in-Ib 1,271 in-Ib 711 in -Ib 953 in -Ib 741 in -Ib 953 in-lb 1,271 in-Ib 635 in -Ib Mlong= Mr.VL/VT = 549 in -Ib Page l v of (Co 4/2 I /2008 S tr turai onts ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: BOB S. Transverse Column Loads (Weak Axis Bending) Conforms to the requirements of Chapter C5 of the 1996 AISI Cold Formed Steel Design Manual for combined bending and axial Toads. Net Section Properties Column= Aeff = Ix (downaisle) = Sx ( downaisle) = rx ( downaisle) = Iy (crossaisle) = Sy (crossaisle) = ry (crossaisle) = FY= Loads Load Case: (Fully Loaded) Bending Analysis Combined Stresses WRH L1- 1 /2"x14ga 0.358 inA2 0.148 inA4 0.099 inA3 0.642 in 0.087 inA4 0.090 inA3 0.494 in 36 ksi KxLx/rx = 1 *10.570.642° = 16.4 Fe= nA2E/(KL/r)maxA2 = 161.1ksi Pn= Aeff*Fn = 12,1681b P /Pa= 0.22 > 0.15 Check: P /Pa + (Cmy *My) /(May *p) <_ 1.33 P /Pao + My /May 5 1.33 Pno= Ae*Fy = 0.358 inA2 *36000 psi = 12,888 lb May= My /Qf = 3240 in -Ib /1.67 = 1,940 in-Ib p= {1 /[1- (Qc *P /Pcr)J }A -1 = {1/[1- (1.92 *1396 lb/574381b)] }A -1 = 0.95 WP Rivetierll 2006 IBC shelving I - OAKLEY Project: OAKLEY Qf= 1.67 E_ Cb= 1.0 Cmx= 1.00 Kx = 1.0 Lx = 10.5 in Ky = 1.0 Ly = 21.0 in Configuration: OFFICE FRONT ELEVATION Per ASCE sec 12.14.3.1.3, load combo 6: 1.2DL+0.75LL+0.525V Axial =P= 1.2DL +0.751.L +0.525Ps Mtransv *0.525= 667 in-lb = 1,3961b Axial Analysis KyLy /ry = 1 *21/0.494° = 42.5 Fy /2= 18.0 ksi 12c= 1.92 (1396 Ib/6338 lb) + (1*667 in- Ib)/(1940 in- ib*0.95) = (1396 Ib/6713 Ib) + (667 in-Ib /1940 in-Ib) = Pao= Pro /Qc = 128881b/1.92 = 6,713 Ib 0.58 0.55 1 1/2" Pcr= nA2EI /(KL)maxA2 = nA2 *29500000 psi /(1 *21 in)A2 = 57,438 lb 1 1/2 "-' 1 1/2" J Axial DL= 55 Ib Axial LL= 550 Ib Axial Pseismic, Ps= 1,747 Ib Fe > Fy /2 Fn= Fy(1-Fy /4Fe) = 36lksi *[1 -36 ksi /(4 *161.1 ksi)] = 34.0ksi Pa= Pn/Qc = 12168 lb/1.92 = 6,338 Ib Myield =My= Sy *Fy = 0.09 inA3 * 36000 psi = 3,240 in -Ib <1.0,OK <1.0,OK (EQ C5-1) (EQ C5-2) Project #: H-041708 -1 Page 1/ of / 4/2 I /2008 S tr tural on ispts ngineering By: BOB S. Longitudinal Column Loads (Strong Axis Bending) Conforms to the requirements of Chapter C5 of the 1996 ALSI Cold Formed Steel Design Manual for combined bending and axial Toads. Net Section Properties Loads Column= Aeff = Ix (downaisle) = Sx ( downaisle) = rx ( downaisle) = Iy (crossaisle) = Sy (crossaisle) = ry (crossaisle) = FY= Axial Analysis P /Pa= Bending Analysis Combined Stresses LURH L1- 1 /2"xi4ga 0.358 inA2 0.148 inA4 0.099 inA3 0.642 in 0.087 inA4 0.090 inA3 0.494 in 36 ksi Load Case: (Fully Loaded) Per ASCE sec 12.14.3.1.3, load combo 6: 1.2DL+0.751L+0.525V Axial =P= 1.0DL +0.751L +O.525Ps Mlong *0.525= 288 in-Ib = 4791b KxLx/rx = 1 *10.5 70.642' = 16.4 Fe= n ^2E /(KL/r)maxA2 = 161.1ksi Pn= Aeff*Fn = 12,168 Ib 0.08 < 0.15 Check: P /Pa + My /May <_ 1.33 Pno= Ae *Fy = 0.358 inA2 *36000 psi = 12,8881b May= My /Qf = 3564 in -Ib /1.67 = 2,134 in-Ib WP Rivetierll 2006 IBC shelving I - OAKLEY 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 p= {1 /[1- (Qc *P /Pcr)] }A -1 = { 1/[ 1- (1.92 *479 Ib/57438 Ib)1}A-1 = 0.98 Project: OAKLEY cif= 1.67 E= .__._.. Cb= 1.0 Cmx= 1.00 Kx = 1.0 Lx= 10.5 in Ky = 1.0 Ly = 21.0 in Configuration: OFFICE FRONT ELEVATION KyLy /ry = 1 *2170.494° = 42.5 Fy /2= 18.0 Iksi S := 1.92 (4791b /6338 Ib) + (288 in- lb/2134 in-lb) _ Pao= Pno /Qc = 128881b/1.92 = 6,713 Ib 1 1/2" Pa nA2E1/(KL)maxA2 = nA2 *29500000 psi /(1 *21 in)A2 = 57,438 Ib Fe > Fy /2 Fn= Fy(1-Fy /4Fe) = 36 ksi *[1 -36 Icsi /(4 *161.1 I i)] = 34.0 ksi Pa= Pn /Qc = 12168 Ib/1.92 = 6,338 Ib 0.21 < 1.0, OK (EQ C5 -3) Project #: H-041708 -1 Axial DL= 55 Ib Axial LL= 550 Ib Axial Pseismic, Ps= 0 Ib Myield =My= Sx *Fy = 0.099 inA3 * 36000 psi = 3,564 in-Ib Page / L of /4 4/2 I /200' S tr tural onispts ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: BOB S. Double Rivet Beam Check Beam Bending Beam Type = Double Rivet Lo Prof (SSLP) Ix= 0.0120 inA4 Sx= 0.022 inA3 Fy- beam = 36,000 psi Shelf Span =L= 42 in Shelf LL= 110 Ib Load= w= LL/(2 *L)= 17.1 plf ib /Fb= Check DRB Beam Rivets For Static + Seismic Loads Rivet Spadng =d= Rivet diameter= :c Fy- rivet= M *0.525 = 667 in C= M/d = 445 Ib Shear Capacity= Bearing Capacity= Effective Shear= M= w * LA2/8 = 314 in-Ib fb= M /Sx = 14,282 psi Fb= 0.6 *Fy 21,600 psi 0.66 OK Rivet Area * 0.4 * Fy -rivet [(0.25 in)A2 * pi /4j * 0.4 * 50000 psi 982 Ib Rivet Dam * tmin *Fu *1.2 1,305 Ib [(W /2)A2 + CA2]A0.5 445 OK WP Rivetierll 2006 IBC shelving I - OAKLEY Project: OAKLEY Configuration: OFFICE FRONT ELEVATION tmin= Fu= Dbl Rroet Low Po{ik beam Check Beam Deflection W= (LL+DL) /4 = 28 Ib t. ga Page /3 of (o E= 29,500,000 psi Dallow= L/180 0.23 in Downaisle beam A A A A A A V V V Downa isle beam L Shelf Plan View D= 5 * w * LA4/(384 * E *Ix) = 0.1684 in OK Beam to Column Project #: H-041708 -1 A 4/21/2008 • S tr tural ILO on is Mngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 Anchors Loads Anchor Check Load case 1.0DL+LL*0.67+0.7V Vtrans =V= 242 Ib Fully Loaded rack By: BOB S. DL/Frame= 110 Ib LL/Frame= 737 Ib Wst= (1.0 *DL +LL*0.67)total= 604 Ib LL @ TOP= 100 lb DL/Lvl= 10 Ib DL= 10 Ib Lateral Ovt Forcess= E(R *hi)= 18,234 in-Ib Vtrans= 242 Ib Movt= E(Fi *hi) *1.15 *0.7 = 14,678 in-Ib Top Level Loaded Only Vtop= 0.285801 * (100 Ib*0.67 + 10 Ib) = 221b Mst= 1.0 *(DL -total + LL-top) *012 = (100 Ib*0.67 + 10 Ib *1.0) * 12 in /2 = 462 in-Ib Configuration: OFFICE FRONT ELEVATION Mst= Wst * D/2 = 603.79 Ib * 12 in /2 = 3,623 in-Ib Frame Depth =D= 12.0 in lop-M= 97.5 in # Levels= 11 # Anchors/End= 1 Critical Level= 11 Hgt @ Lv1 11= 97.5 in Check (1) 3/8 diam x 2" Embed HILTI KWIK BOLT TZ anchor(s) per footplate Special inspection is required per ICBO ESR 1917. Fully Loaded: Top Level Loaded: Pullout Capacity =Tcap= 1,006 Ib Shear Capacity=Vcap= 999 Ib Phi= 1.00 WP R vetierll 2006 IBC shelving I - OAKLEY Project OAKLEY Project #: H - 041708 - Movt= Vtop *Htnp *1.15 = 22Ib *97.5in *1.15 = 2,467 in -Ib Uplift=T= (Movt- Mst) /D _ (14678 in-Ib - 3623 in- Ib) /12 in = 921 Ib Uplift =T= (Movt- Mst) /D = (2467 in -Ib - 462 in- Ib) /12 in = 1671b • T Tcap *Phi= 1,006 Ib Vcap*Phi= 999 Ib (921 lb /10061b) ^1.66 + (121'1b/9991b) ^1.66 = 0.89 <= 1.0 OK (1671b/10061b) ^1.66 i- (111b/9991b) ^1.66 = 0.05 <= 1.0 OK D � 9117 Fl FVATION v Page l(7 of ✓ e" 4/2 1/200e S tr tural kaPonffts l� 1 ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 Base Plate Section By: BOB S. Actual base plate for T Post Is 5.75 in x 3.625 in x 14 ga, but a smaller area is considered to be effective due to the rigidity limitations of the baseplate Width =B = 3.50 in Depth =D = 2.00 in Plate Thidmess =t = 0.135 in Cross Aisle Loads Pstatic= 605 lb L = Base Plate Depth -Col Depth = 0.50 in fb /Fb = M /[(S- Plate)(Fb)j 0.35 OK WP Rivetierll 2006 IBC shelving I - OAKLEY Project OAKLEY Configuration: OFFICE FRONT ELEVATION Column Width =b = 3.000 in Column depth =b = 1.500 in L = 0.25 in Fy = fa = P/A = P /(D *B) M= wL ^2/2= fa *L ^2/2 = 303 psi = 38 in-lb/in Sbase /in = (1)(t ^2)/6 Fbase = 0.75 *Fy *1.33 = 0.003 inA3 /in = 36,000 psi Pseismic= 1,519 Ib P= Pstatic +Pseismic= 2,124 Ib 3 5/8' 5 3/4' RSSFP FOOTPLATE Project #: H-041708-1 —3112 =—t CONNECT TO UPRIGHT CONNECT TO UPRIGHT W/ (1) 1 /4' TEK SCREW W/ (2 ) 1/4' TEK SCREWS RSSFP FOOTPLATE Page (5 of 4/2 I /200e S t tural on is engineering I . • Slab on Grade Puncture Load Case 2: Static Loads Puncture IIIIIIIIIIIIIIIIIIIIIfiIIIIIIIIIIIIIIIIIIII Slab Bending By: BOB S. Product DL= 110 Ib Product LL= 550 Ib SLAB ELEVATION Base Plate B= 3.50 in D= 2.00 in Load Case 1: Product + Seismic Pu= 1.4DL + 1.PLL + 1.0 *E = 2,831 Ib Apunct= [(c +t) +(e +t)] *2 *t = 155.0 in ^2 Slab Bending Asoil= (P *144) /(fsoil) = 408 in ^2 x= (L - y) / = 3.8 in Fb= 5 *(phi) *(fc) ^0.5 = 162.5 psi PDL= 110 Ib Pu= 1.2 *DL + 1.6 *LL = 1,012 Ib Apunct= [(c +t) +(e +t)] *2 *t = 155 in ^2 Asoil= (Pu *144) /(fsoil) = 146 in ^2 x= (L / = 0.0 in Fb= 5 *(phi) *(fc)^0.5 = 162.5 psi Vv? Rivetierll 2006 IBC shelving I - OAKLEY Ste Project: OAKLEY Configuration: OFFICE FRONT ELEVATION • Cross Aisle width =a= 3.00 in depth =b= 1.50 in L= (Asoil)^0.5 = 20.20 in M= w*x ^2/2 = (fsoil *x^2)/(144 *2) = 50 in-Ib PLL= 550 Ib L= (Asoil) ^0.5 = 12.07 in M= w*x ^2/2 = (fsoil*x^2) /(144 *2) = 0 in-lb 00 6 • . 6 006 Baseplate Plan View eff. baseplate width=c= 3.50 in eff. baseplate depth =e= 2.00 in Fpunct= 2.66 *phi*sgrt(fc) = 86.5 psi fv/Fv= Pu/( * ►ct) = 0.21 < 1.0 OK y= (c *e)^0.5 + t *2 = 12.6 in S -slab= 1*t ^2/6 = 4.17 in^3 fb /Fb= M/(S- slab*Fb) = 0.07 <1.0OK Fpunct= 2.66*phi*sgrt(fc) = 86.5 psi fv /Fv= Pu /(Apunct *Fpunct) = 0.08 <1.00K y= (c *e) ^0.5 + t *2 = 12.6 in S -slab= 1 *t ^2/6 = 4.17 in ^3 fb /Fb= M /(S- slab *Fb) = 0.00 <1.0,OK Project #: H- 041708 -1 Concrete Pc= 2,500 psi tslab =t= 5.0 in phi =0= 0.65 Soil fsoil= 1,000 psf Movt= 18,234 in -Ib Frame depth= 12.0 in P- seismic =E= (Movt/Frame depth) *1.4 (Strength Design Loads) = 2,127Ib Page / t of .(," 4/21/2008 Project Info Project Address 556 Southcenter Mall Date 4/25/2008 Watts/ Fixture Tukwila, WA 98188 For Building Department Use FILE COPY Nor, (F1A) Incandescent Downlight 5 Applicant Name: Oakley Applicant Address: One Icon, Foothill Ranch, CA 92610 Applicant Phone: (949) 639 -1136 Permit Project Description 0 New Building 0 Addition Alteration Q Plans Includeed� Refer to WSEC Section 1513 for control and comm.issioriin rew(7iements ., „ .,,,.•,•, .,^ FOR Compliance Option 0 Prescriptive • Lighting Power Alkjwance • 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) 1st Level Alteration Exceptions (check appropriate box - sec. 1132.3) Q No changes are being made to the lighting 80.0 64.0 & space use not changed. lst Level • Less than 60% of the fixtures new. installed wattage not increased, Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 1st Level (F1A) Incandescent Downlight 5 37.0 185.0 let Level (F2) Surface - mounted Waterproof Incandesces REVIEWED FOR 50.0 150.0 1st Level (F3) Surface- mounted 1`x4' Fluorescent CODE ����I.,A/"IN� 80.0 64.0 64.0 lst Level (F4) Chain -hung 4' -0" Fluorescent 32.0 96.0 let Level (F5) Directional Track Fixture APPROVED �_{� 2]. 39.0 819.0 lst Level (P10) EVA Globe Pendant ^/ 2 60.0 120.0 let Level (P15) Receased Linear Downlight MAY MAY - 5 2006 8 39.0 312.0 let Level gi 1st Level CIt9 Of Tukwila let Level BUILDING DIVISION 1st Level Location (floor /room no.) Occupancy Description Allowed Watts per ft " Area in ft2 Allowed x Area let Level Sales Area 1.50 1040.0 1560.0 1st Level Stockroom 0.50 220.0 110.0 lst Level Office 1.00 80.0 80.0 11. 6. I •• •• . - ►•• - • Interior Lighting Summary • - • • • • 6 6 6 6 . I • • 11 LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Proposed Watts may not exceed Total Allowed Watts for Interior RECEIVED APR 3 0 2008 PERMIT CENTEF Total Allowed Watts Total Proposed Watts Revised July 2007 1750.0 1746.0 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. 3. List all fixtures. For exempt liohtina. note section and exception number. and leave Watts /Fixture blank. Doe 41+70# nrj cir!tt.s3; Project Info Project Address 556 Southcenter Mall Date 4/25/2008 Tukwila, WA 98188 For Building Department Use 1st Level Applicant Name: Oakley Applicant Address: One Icon, Foothill Ranch, CA 92610 Applicant Phone: (949) 639 -1136 Project Description 0 New Building 0 Addition Q Alteration 0 Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) 0 No changes are being made to the lighting let Level & space use not changed. ■ Less than 60% of the fixtures new, installed wattage not increased, Location (floor/room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 1st Level (F1A) Incandescent Downlight 5 37.0 185.0 let Level (F2) Surface- mounted Waterproof Incandescent 3 50.0 150.0 let Level (F3) Surface- mounted 1`x4' Fluorescent 1 64.0 64.0 lst Level (F4) Chain -hung 4' -0. Fluorescent 3 32.0 96.0 lst Level (P5) Directional Track Fixture 21 39.0 819.0 1st Level (P10) EVA Globe Pendant 2 60.0 120.0 let Level (F15) Recessed Linear Downlight 8 39.0 312.0 1st Level 1st Level let Level lst Level Location (floor /room no.) Occupancy Description Allowed Watts per fe " Area in ft Allowed x Area let Level Sales Area 1.50 1040.0 1560.0 lst Level Stockroom 0.50 220.0 110.0 lst Level Office 1.00 80.0 80.0 11. 1. t t• •• ►•t • t •• • ••' •u• .t • u Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Coda Compliance Forms Maximum Allowed Lighting Wattage " From Table 15-1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Allowed Watts Total Proposed Watts Revised July 2007 17 1746.0 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. 3. List all fixtures. For exemot liohtina. note section and exceotion number. and leave Watts /Fixture blank. Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity2 Btulh Total CFM OSA CFM or Econo? SEER or EER IPLV3 Location VAV -1 Titus ATQP -03 -12 n/a 1530 n/a n/a n/a stockroom t ' � ttl' Applicant Address: one Icon, ODD Ranch, prr 2 t® as ful Applicant Phone: ' tl � 4../ -1136 Apt 'RO' E APR 3 0 2008 1 5 to t s ' MAY r LRMIT CEN I EF' Fan Equipment Schedule - ti 0t IU'ICd lia q, ING CS l�l ® 1 � a ion of Service Equip. ID Brand Name' Model No.' CFM SP' HP /BHP to VAV -1 Titus ATQP -D3 -12 1530 0.5" 0.25 VAV Entire store �o ., t ' � ttl' Applicant Address: one Icon, ODD Ranch, prr 2 t® as ful Applicant Phone: ' tl � 4../ -1136 Apt 'RO' E APR 3 0 2008 1 5 to t s ' MAY r LRMIT CEN I EF' Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA cfm or Econo? tt..B,tBu► a ,�= tpbO ficien v VAV -1 Titus ATQP -D3 -12 n/a 1530 n/a n /RLtl l � � �o Applicant Address: one Icon, ODD Ranch, prr 2 t® as ful Applicant Phone: 1949) 639 -1136 Apt 'RO' E 1 5 to t s MAY Project Info Project Address 5S6 Southcenter Mall Date 4/25/2008 Tukwila, WA 98188 For Building Dept. Use COPY PL E Applicant Name: Oakley Applicant Address: one Icon, Foothill Ranch, prr 2 t® as ful Applicant Phone: 1949) 639 -1136 aj� • Mechanical Summary 11 . 1. t at •t - ►•t - • . t • ••- out .1 - •111 MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. ® Includes Plans Mechanical system is mall - provided chilled S ppli btx;Rith tcrh:an `71 i.fi• si ns. provided single parallel fan - powered VAV box with elettric.heating, �j controlled by one thermostat in tenant space. Drawings must contain notes requireing compliance,with commissioning requirements - Section 1416 Compliance Option • Simple System 0 Complex System O Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the 'plans. For projects without plans, fill in the required information below. • 'If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. ° COP, HSPF, Combustion Efficiency, or AFUE. as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV). or variable speed (VS). Re Jul 2007 Doe -?J{2 System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: • Constant vol? Split system? • Air cooled? • Packaged sys? • <20,000 Btuh? 0 Economizer included? • If Heating Only: • <5000 cfm? ° • <70% outside air? Mechanical Summary (back) 11. 1 . t t. •t - ►•t •-• . t • ••- .u. .t - silt MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. <5000 Air Cooled, Constant Vol? <70% OSA Use Complex Systems (section 1430) ingle Package Unit? Econo ncluded? Simple System Allowed (section 1420) ol Ca <20,000 Btuh? otal Ca.. wo economize <24ct000 Btuh or 10 %? plit Syste <= 84,000 Btuh? Outdo or Adjacent to utdoor of Ca <54,000 Btuh? Heating Only Yes — Yes". C Reference Section 1421 Heating/Cooling or Cooling Onty Yes Yes • Reference Section 1423 Yes Yes Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Open Motors Closed Motors 3,600 I 1,800 I 1,200 3,600 I 1,800 l I 1,200 Efficiency ( °/) Efficiency (° /o) - 82.5 80.0 75.5 82.5 80.0 82.5 84.0 84.0 82.5 84.0 85.5 84.0 84.0 85.5 84.0 84.0 86.5 84.0 86.5 86,5 85.5 87.5 87.5 85.5 87.5 87.5 87.5 87.5 87.5 87.5 88.5 88.5 88.5 89.5 89.5 88.5 89.5 90.2 89.5 89.5 89.5 89.5 91.0 90.2 90.2 91.0 90.2 90.2 91.0 91,0 90.2 91.0 90.2 91.0 91.7 91.7 91.0 92.4 91.7 91.0 92.4 92.4 91.0 92.4 91.7 91.7 93.0 93.0 91.7 93.0 93.0 92.4 93.0 93.0 92.4 93.0 93.0 93.0 93.6 93.6 93.0 93.6 93.6 93.0 94.1 93.6 93.0 94.1 93.6 93.0 94.1 94.1 93.6 94.5 94.1 93.6 94.5 94.1 94.5 94.5 94.1 93.6 95.0 94.5 94.5 95.0 95.0 94.5 95.0 94.5 95.0 95.0 95.0 Electric Motors 11. 1. • •• •• . - kat - • -• - •- • ••- •u• .• - • u MECH -MOT 2006 Washington Slate Nonresidential Energy Code Compliance Forms Project Address Complete the following for all design A & B squirrel -cage, T -frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). n/a Motor No. or Location Minimum Nominal Full-Load Efficienc Synchronous Speed (RPM) HP 1.0 1.5 2,0 3.0 5.0 7.5 10 15 20 25 30 40 50 60 75 100 125 150 200 556 Southcenter Mall Type (open /closed) Description of Application or Use Date Synch. Speed 4/25/2008 For Building Department Use Revised July 2007 Min.Nom. Full toad Efficiency Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14- 1 A or 14-1B) . 3. Motors that are an integral part (i.e. not easily removed and replaced) of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion - proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a less- efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. Mechanical Permit Plans Checklist 1 j MECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 556 Sonthcenter Mall I Date 4/25/2008 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washinaton State Nonresidential Enerov Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 - 1424) 1411 Equipment performance a . a . 1411.4 Pkg. elec. htg.& dg. List heat pumps on schedule a. a. 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency a . a . 1411.1 Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans yes 1412.2 Deadband control Indicate 5 degree deadband minimum no 1412.3 Humidity control Indicate humidistat a. a. 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types a. a. 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage a . a . 1412.4.2 Optimum Start Indicate optimum start controls a. a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule a. a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas a. a. 1422 Thermostat interlock Indicate thermostat interlock on plans a. a. 1423 Economizers Equipment schedule 1413 Air economizers a. a. 1413.1 Air Econo Operation Indicate 100% capability on schedule a. a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb a. a. 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance a. a. 1413.3 Integrated operation Indicate capability for partial cooling a . a . 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary yes 1414.2 Duct insulation Indicate R -value of insulation on duct yes 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements yes 1416.2.1 Commissioning Provide commissioning plan yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing yes 1416.2.4 Commissioning Indicate O &M manuals, record drawings. staff training yes 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report a. a. 1434 Separate air sys. Indicate separate systems on plans Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 - 1454) 1440 Service water htg. a. a. 1441 Elec. water heater Indicate R -10 insulation under tank a. a. 1442 Shut -off controls Indicate automatic shut -off a. a. 1443 Pipe Insulation Indicate R -value of insulation on piping a . a . 1452 Heat Pump COP Indicate minimum COP of 4.0 ,, a. 1452 Heater Efficiency Indicate pool heater efficiency a. a. 1453 Pool heater controls Indicate switch and 65 degree control a. a. 1454 Pool covers Indicate vapor retardant cover a . a . 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washing State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: 2006 Washin•ton State Nonresidential Ener. Code Com.Iiance Form Mechanical Permit Pl Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14-1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14-1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced alr furnaces with input ratings > 225.000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (Including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings> 225,000 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist. data shall be fumished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20. Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thennostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated tinter capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply a,r rannritiee a reoninn in nnn rrn, ,hail have nna..,,,n, ,tar$ rnntrnt, (Infirm o„ 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45'F dry - bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu/h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches: seal all transverse joints and longitldinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage. and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they. 1. connect to the heating or cooling equipment. or 2. are isolated from the exterior with an automatic shut -off damper complying with 5 xartinn 1d17 1 EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 2006 Washin•ton State Nonresidential Ener. Code Com.Iiance Form Mechanical Permit Pl Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14-1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14-1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced alr furnaces with input ratings > 225.000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (Including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings> 225,000 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist. data shall be fumished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20. Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thennostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated tinter capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply a,r rannritiee a reoninn in nnn rrn, ,hail have nna..,,,n, ,tar$ rnntrnt, (Infirm o„ 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45'F dry - bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu/h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches: seal all transverse joints and longitldinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage. and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they. 1. connect to the heating or cooling equipment. or 2. are isolated from the exterior with an automatic shut -off damper complying with 5 xartinn 1d17 1 ,rr .20a6 Washington State Nonresidential Energy.,C,fade Corrapl a Forge y r, r yr 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 2. are isolated from the exterior with an automatic shut-off damper complying air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum with Section 1412.4.1. start controls shall be designed to automatically adjust the start time of an HVAC Once outside air ducts meet the above listed requirements. any runs within system each day to bring the space to desired occupied temperature levels conditioned space shall comply with Table 14 -5 requirements. immediately before scheduled occupancy. The control algorithm shall, as a Other ducts and plenums shall be thermally insulated per Table 14 -5. minimum. be a function of the difference between space temperature and occupied Exceptions: setpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include 1 • Within the HVAC equipment. microprocessor controls that minimize supplemental heat usage during start-up, set- 2. Exhaust air ducts not subject to condensation. up, and defrost conditions. These controls shall anticipate need for heat and use 3. Exposed ductwork within a zone that serves that zone. compression heating as the first stage of heat. Controls shall indicate when 1415 Piping Systems supplemental heating is being used through visual means (e.g.. LED indicators). 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14-6. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment Exception: Piping installed within unitary HVAC equipment. with a capacity over 225,000 Btu /h shall have modulating or staged combustion Water pipes outside the conditioned space shall be insulated in accordance with control. 000 Washington State Plumbing Code (WAC 51 -26) EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1416 Completion Requirements (Refer to NREC Section 1416 and the Building 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have Commissioning Guidelines. published by the Building Commissioning Association, a means for balancing, including but not limited to. dampers, temperature and for complete text and guidelines for building completion and commissioning pressure test connections and balancing valves. requirements.) May 16, 2008 Tukwila Building Division/Permit Center 6300 Southcenter Bi, Suite 100 Tukwila, WA 98188 Tenant improvement permit for Oakley, 556 Southcenter Mall, Tukwila Permit No. D08 -242 is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy for the herein named tenant space will not be issued until the "shell" Building Permit No D06 -147 has received final inspection approval from the Building Division. This condition is hereby acknowledged . � , L . Title: Vp Rel i Tenant Name: Oakley Acknowledgement to be signed by the responsible officer of the tenant OAKLEY, INC. ONE ICON FOOTHILL RANCH CALIFORNIA 92810 PHONE: 949.951,0991 FAX: 949.898.3500 W W W.OAKLEY.COM toy i 9 a PERMITCENTEA [Date] Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 betki Tenant improvement permit for [toof=aid, Tukwila Permit No. DOS— U42-- is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy for the herein named tenant space will not be issued until the "shell" 'Building Permit No. D06-147 has received final inspecti.on approval from the Building Division. This condition is hereby acknowledged by: Ji I zaC,b Vc (t/ Title l : 4 Agzx Aelsnowledgrinetn to he signed by the responsible officer of the tenant • Tenant Name: RECEIVE! APR 3 0 2008 PERMIT CENTEt- DEPARTMENTS: B �Iti�n • isi n fp • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08- 242 DATE: 06 -11 -08 PROJECT NAME: OAKLEY SITE ADDRESS: 556 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued Fe ! 4 Pu Ic Works ', Structural � 1Un. 10-12 - O DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 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 APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: n Permit Coordinator DUE DATE: 06-12 -08 n No further Review Required DATE: Wel 6/ �lZ�ag 1 ■ Planning Division Not Applicable DUE DATE: 07 -10-08 Not Approved (attach comments) n DATE: Permit Center Use Only • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -242 DATE: 05 -19 -08 PROJECT NAME: OAKLEY SITE ADDRESS: 556 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # X Revision # 1 BEFORE Permit Issuec DEPARTMENTS: Division Ly1 Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route FV Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 *PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n n ❑ Permit Coordinator n Planning Division DUE DATE: 05-20-08 Not Applicable ❑ 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: 06-17-08 Approved Approved with Conditions n Not Approved (attach comments) DATE: n Permit Center Use Only • . CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DE B I� laing'D Publi Work ,lic4 PLAN 10ifil9 MING SLIP ACTIVITY NUMBER: D08 -242 PROJECT NAME: OAKLEY SITE ADDRESS: 556 SOUTHCENTER MALL DATE: 04 -30 -08 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued 611 Avvu 6\- r - 4 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete El Incomplete n Comments: 5- L 5 , ( -ot) Planning Division i tt Permit Coordinator n DUE DATE: 05 -01 -08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROU ING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: 11 Documents/routing slip.doc 2 -28 -02 REVIEWER'S INITIALS: Approved with Conditions DATE: DUE DATE: 05 -29 -08 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Z os111 - 0 4 1 v� (( Summary of Revision: e G Art CA MS lAt ( (4 antit kanc, Received by: 91;/75/ i,(./,1i'. -- Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Z (o -((-O 3 Sununary of Revision: &k .r-r ,,,^; t ,, y ama i (,k it „. e kswttros. Received by: 91;/75/ i,(./,1i'. -- 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: SITE ADDRESS: REVISION LOG PERMIT NO: . 1 7 4 - 2 2 ORIGINAL ISSUE DATE: — (please print) (please print) (please print) (please print) Date: Created: 8 -13 -2004 • 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 Sheet Number(s): y�� l � 0-, 2— "Cloud" or highlight al( a eas of revision including date o rev g I g f Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 19 - -0 6 lapplications\fonns- applications on line\revision submittal 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. Plan Check/Permit Number: :—/) 0 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Er Revision # Z after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Oo \L \-e Project Address: 53Z, Ica-et_ 7 4 1 jai V? J4f LL Contact Person: TAL /'j-4/?– i[Jl Phone Number: 3-q6- 1 CD Summary of Revision: ap l Gx 20 RECEMID aJUN 112000 PERMIT CENTER • 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: //'(y /d8 Plan Check/Permit Number: Doe - 242 ❑ Response to Incomplete Letter # ❑ Response to Correcti Letter # be -� Revision # /' after-Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: SS 1/1-/ // 74.1 Ai/4' LiJM- 7 J( W Contact Person: /baize 4 P�d.`c..di -� Phone Number: c )4 -frog - 6 7 Summary of Revision: Entered in Permits Plus on lapplications\fomms- applications on linelrevision submittal Created: 8 -13 -2004 1 - f-, 6.4 /CS Sheet Number(s): / hL -641/ 708' - I "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CRY OF r! +rnggt A MAY 19 2008 PERMIT C MTEh Kind of Fixture Fixture Units No. of Fixtures Total fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 j 1 .. 5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 IA King County Department of Natural Resources and Parks Wastewater Treatment Division Non- Residential Sewer Use Certification • • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type s5 sa4 ��4 Mei /7 Property Street Address 74 Ku ; 1& tv 4- 7g /F-' City State ZIP D4 kl Owner's Name / Subdivision Name ( Lot # Subdiv. # Block # Building Name -S 7Lt /-1v- _e i MI' I' `1 (it applicable) g Owner's Phone Number (with Area Code) (3 /0 ) g H3 - 47‘( Property Contact Phone Number (with Area Code) Owner's Mailing Address 57 s$ / t (6 re. �1 Wit s .263 Las Ary f , (A- A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units __ 20 , 075 RCE Is C Yellow - Local Sewer Aoencv Pink - Sewer Customer Signature of Owner /Representativ Print Name of Owner /Representative Ae i p 'v i 1058 (Rev. 9/07) White - Kina County Property Tax ID # 436 ¥ - c> Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes iklo Was building on Sanitary Sewer? ❑ Yes 1a'No Was Sewer connected before 2/1/90? 0 Yes Olo Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B 07 5 O v75 RCE Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-684-1740. I certify that the information given is correct. I understand that the cap- charge levied will be based on this information and any deviation will require resubmission of ted data for at of : revised capacity charge. Date 77 y i RCE License Information License LAKEVCI072KC Licensee Name LAKEVIEW CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601447862 Ind. Ins. Account Id 86508200 Business Type CORPORATION Address 1 10505 CORPORATE DR, #200 Address 2 City PLEASANT PRAIRIE County OUT OF STATE State WI Zip 53158 Phone 4146574222 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/3/1993 Expiration Date 1/13/2009 Suspend Date Separation Date Parent Company Previous License STATECC113B3 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date SUNDAY, EUGENE R PRES 01/01/1980 MOON, KENT A VP 01/01/1980 SUNDAY, EUGENE R SECRETARY 01/01/1980 MOON, KENT A TREASURER 01/01/1980 Look Up a Contractor, Elects or Plumber License Detail 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. • Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= LAKEVCI072KC 05/30/2008 ADJACENT TENANT 01 FLOOR/ PARTITION PLAN SCALE 1/4" = 1' -0" KEY NOTES 1. LINE OF GYP. BD. SOFFIT ABOVE 2. STOREFRONT 3. DISPLAY WALL (2'X8' CEMENT BOARD) W/ RECESSED "T" STANDARDS. SUPPLIED BY OAKLEY. 4. RECESSED COLUMN DISPLAY FIXTURE. SEE DET. A8.3 -04. 5. RECESSED MIRROR STORAGE CABINET. SEE DET. A8.3 -04. 6. FURR OUT DECORATIVE COLUMN, 1' -6" X 2' -0" X 12' -0" OR AS OTHERWISE SPECIFIED. SEE DET. A8.1 -11. 7. LARGE WALL GRAPHIC BEHIND CASH WRAP. OWNER PROVIDED. 8. WALL MOUNTED PLASMA SCREEN (OWNER PROVIDED). SEE DET. A8.1 -04. 9. FURR OUT WALL. STEEL COLUMNS MUST BE ENCLOSED W/ 5/8" TYPE /\ "X" GYP. BP.SEE PET. A8.3-0 ! (E) STRUCTURAL COLUMN TO REMAIN - PROVIDE ONE LAYER OF 5/8" TYPE "X" GYP. BD. ON EXPOSED LEASE SIDE - TYP. 11. REMOVE EXISTING ELECTRICAL PANEL AND RELOCATE PER DIMENSIONS ABOVE - (IN STOCKROOM). ELECT. PANEL (SEE ELECT. DRAWINGS) 12. TRANSFORMER 13. 18" X 65" MIRROR 14. 1 OAKLEY BLADE SIGN. UNDER SEPARATE PERMIT. 15. (E) DEMISING WALL A. B. C. D. E. F. G. H. J. K. SEE SHEET A.02 AND A0.3 FOR GENERAL NOTES, A0.4 FOR FINISH NOTES VERIFY LEASE/ DIM. PRIOR TO CONSTRUCTION G.C. TO PATCH, FIRE CAULK, AND MAINTAIN FIRE RATING FOR DEMISING WALLS ALL OWNER SUPPLIED ITEMS ARE TO BE INSTALLED BY G.C. METAL BASE TO BE MITERED 45° AT CORNERS AND CORNERS TO BE BUFF TO SMOOTH SHARP EDGES. USE "GOO OFF" TO REMOVE TAPE MARKS ON BASE. VERIFY ALL EXISTING CONDITION AND DIMS. IN FIELD PRIOR TO START CONSTRUCTION. STOCK ROOM WALLS TO BE PAINTED P2. ALL FLOOR PENETRATIONS MUST BE SLEEVED AND SEALED LIQUID TIGHT. WATERPROOF MEMBRANE MUST BE WATER TESTED AND APPROVED BY ON -SITE MANAGER. DEMISING PARTITIONS MUST BE OF TYPE 'X' SHEETROCK, TAPED AND SEALED AIRTIGHT. REINSTATEMENT OF CONCRETE SLAB AS A RESULT OF SAW CUTTING FOR NEW PLUMBING LOCATIONS SHALL BE PER LANDLORD AND LANDLORD'S GEOTECHNICAL CONSULTANTS CRITERIA. ADJACENT TENANT 21 SHEET NOTES L. M. N. O. P. Q. LANDLORD SHALL PROVIDE 6" METAL STUD FRAMING FOR ALL DEMISING WALLS. MAINTAIN A 6" MINIMUM CLEAR OPEN HEIGHT ABOVE COMMON TENANT DEMISING WALLS AND BELOW STRUCTURE WHERE ADJ. TENANT OCCURS. TENANTS WHOSE AUDIO EQUIPMENT OPERATE AT SOUND LEVELS ABOVE 40 DECIBELS MUST MAKE MEASURES TO MITIGATE THE TRANSMISSION OF SOUND FROM LEASE SPACE TO LEASE SPACE AND OR MALL CORRIDOR. EXCESS LOADS ARE NOT TO BE INSTALLED DIRECTLY ON TO DEMISING WALLS, ANY FIXTURES WITH EXCESSIVE LOADS SHALL BE ANCHORED TO AN INDEPENDENT FIXTURE PARTITION INSTALLED ADJACENT TO THE DEMISING WALL. PROVIDE STRUCTURAL CALCS FOR ANYTHING HUNG OR ROOF MOUNTED EXCEEDING 350 POUNDS. GC TO VERIFY LOCATIONS AND GET APPROVAL 1 REQUIREMENTS FOR ALL TRENCHING W/ WESTFIELD ON -SITE TENANT COORDINATOR BEFORE PROCEEDING WITH WORK qpoelr ADJACENT TENANT SEPARATE PERMIT REQUIRED FOR: DeMechanical Electrical 0 Plumbin g Gas Piping City of Tukwila QUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees REFER TO KEY NOTES n EXIT SIGN ABOVE (F LR1) 0 - - - - LEASE LINE REFER TO FINISH SCHEDULE SEE REFER TO DOOR SCHEDULE. SEE SHEET A0.4 SHEET A0.4 REVIEWED FOR CODE COWL/DANCE APPROV I JUN 1 9 2006 FILE C! Permit No. City of Tukwila BUILDING D' 1iSION LEGEND (E) DEMISING WALL (3 5/8" MTL. STUD W/ 5/8" GYP. BD. EA. SIDE) FULL HEIGHT WALL (3 5/8" MTL. STUD W/ 5/8" GYP. BD. EA. SIDE) See Def. A8.1 -02 PARTIAL HEIGHT WALL (6" MTL. STUD W/ 5/8" GYP. BD. EA. SIDE) See Def. A8.1-01 FURR -OUT WALL (6" MTL. STUD W/ 5/8" GYP. BD. EA. SIDE) See Def. A8.3 -05 REVISIONNQ __ Z D08 - ?42, RECEIVED JUN; 1 1 20 PERMIT CENTER l.1 Plar review approval Is suet to errors earl l or ss on>. Approval of construction documents does not authorin the violation of any r .., •e or ordinance. Reel .t of approved Fie1. . jF . oridilions is acknowlerfge J: Valerio Architects Ambit Design & Planning Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954, 8965 url: www.valerioarchitects.com Email: infoOvalerioarchitects.com 9143 n OAKLEY REGISTER: ARCHITEC NICCOLO VALERIO STATE OF WASHINGTON PROJECT SOUTHCENTER SEATTLE 633 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION /� 04/18/08 Permit/ Bid/ LL Review Set / \ 05/23/08 LL Comments Set 06/09/08 STOREFRONT REVISION This document contains information proprietary to Valerio Architects and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerio Architects. Floor Plan Partition Plan 04/18/08 04/04/08 AS SHOWN 586 -08 -29 KE 586- A2.1- A3.1- A4.1- D1.1 -P L 01 FLOOR FINISH PLAN SCALE 114" = 1' -0" ADJACENT TENANT ADJACENT TENANT ® DRESSING RM ADJACENT TENANT REVIEWED FOR - CoDE COMPLIANCE APPROVED JUN 1 9 2008 City Of Tukwila BUI ING JNVISION TILE SCHEDULE TILE "A" TILE "B" TILE "C" 0 MATTER° HIGH- MODULUS FRAME MATERIAL THAT WITHSTANDS UV RADIATION ANU THERMAL SHOCK UNOBTAINIUM° HYDROPHILIC SYNTHETIC UTILIZED IN CONTACT AREAS OF EYEWEAR FRAMES IRIDIUM° SUPERHEATED OXIDES FUSED AT THE MOLECULAR LEVEL TO CREATE UNIFORM LENS FILTERING TILE "D " TILE "E" TILE "F" . ............................. OAKLEY HIGH DEFINITION OPTICS'' PROPRIETARY FRAME MATERIAL OF FIVE METALLIC COMPUUNUS PLUTONITE THE MOST OPTICALLY PURE SYNTHETIC UTILIZED FOR EYEWEAR LENSES TILE "G" TILE "H" TILE "I" O- LUMINUM° PROPRIETARY ALLOY 40% LIGHTER THAN PURE TITANIUM, SHAPEU WITH 153U TONS OF PRESSURE X METAL THE ONLY 3 -0 SCULPTURED, HYPOALLERGENIC, ALL-METAL FRAMES ON EARTH MAGNESIUM' SCULPTURAL MAGNESIUM FRAMES MADE VIA HIGH- ENERGY MICROPLASMIC OXIDATION KEYNOTES 1. START TILE LAYOUT FROM THE CENTER OF THE SPACE 2. FURNITURE/ DISPLAY FIXTURES (TYP.). REFER TO SHEET A4.1 FURNITURE/ FIXTURE PLAN FOR LAYOUT a RECESSED ENTRY HARDSCAPE SHALL MATCH (E) COMMON AREA TO POINT OF CLOSURE. SHEET NOTES A. NO TILE SHALL BE LESS THAN 4 ". B. EXTEND (E) MALL TILE INTO VESTIBULE TO UNDERSIDE OF DOOR EXTEND TILE FROM EXISTING MALL TILE AT LEASE LINE TO TENANT'S STOREFRONT BASE. TILE TO MATCH EXISTING MALL TILE IN TYPE, COLOR, SIZE, THICKNESS, GROUT COLOR AND INSTALLATION DIRECTION. NO THRESHOLD, REDUCER STRIP, OR OTHER WIDE TRANSITION DEVICES WILL BE PERMITTED AT INTERSECTION OF TENANTS FLOORING AND MALL TILE. WHEN EXTENDING MALL TILE TO TENTANTS STOREFRONT BASE OR VESTIBULE TILES MUST BE FULL TILE. IF TILE IS CUT, fT MUST BE REMOVED AND REPLACED WITH FULL TILE. ALL EXPOSED CONCRETE MUST BE SEALED. LEGEND FLOOR TRANSITION. SEE DET. A8.1 -08. RECEIVED JUN 112000 PERMIT CENTER Valerio Architects . drab Lure Design & Pakm.n . OAKLEY 2Y, Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: info @valerioarchitects.com 9143 n REGISTER ARCHITECT PROJECT NICCOLO VALERIO STATE OF WASHING ON SOUTHCENTER SEATTLE 633 SOUTHCENTER MALL TU KW I LA, WA 98188 A Date DESCRIPTION 04/18/08 Permit! Bid/ LL Review Set 05/23/08 LL Comments Set 06/09/08 STOREFRONT REVISION This document contains information proprietary to Valerio Architects and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valeria Architects. Floor Finish Plan 04/18/08 04/04/08 AS SHOWN 586 -08 -29 KE 586-A2.1-A3.1-A4.1-D1.1-PL SCALE 1/4" = 1' -0" VESTIBULE 10 -0" A.F.F. (CLG1) SOFFIT 11'- 0 "A.F.F. CLG SOFF T 11 -0" A.F.F. (CLG 1) DROP CEILING 12' -6" A.F.F. (CLG1) OFFICE 10' -0" A.F.F. �1 SOFFIT 13' -7" A.F.F. CLG STOCKROOM 13' -O" A.F.F. - 7'.O," ENTRY SOFFIT 10' -0" A.F.F. ( M1) L r - r T W P F1O i f Fr' 1 I [[ [21 [21 y LJ ,I F15 Q F5 F5 F5Y i EQ 8' -0" 8' -0" 8' -O" EQ I II 1 r - - 1 t -- r - - f -- T 1 ] C � "' 7 I h ` I I 1-1 � I- , I I [i] S ' ® I [ Ii LJ � [ F15 k =- F15 13 F15 _ F15 LI,. r ---- � ___ � - - - -I o r- - - , I w L L - J L J J J J 01 REFL. CEIL. PLAN/ SOFFIT DIMS. F1 AO F1 A'—r' EQ 3 %0" , EQ SOFFIT 11' -0" A.F.F. (CLG1) SOFFIT 11' -0" A.F.F. EQ 1D31 DRESSING ROOM 1 0' -0 "A. F. F (CLG1) F2 EQ P. SOFFIT 11' -0 "H. REVIEWED 1CD . C CODE COMPLIANCE APPROVE L) JUN I9 a City Of T ukvi a y' BUILDING vrsTQ L KEYNOTES 1. STOREFRONT 2. STOREFRONT SOFFIT. 3. MONOPOINT LIGHTS. CEILING MOUNTED. 4. GRAPHIC RAILS. PROVIDED BY OAKLEY. INSTALLED BY GC. 5. REFER TO DET. A8.1 -07 FOR HANGING OF F10 TANK LIGHTS. 6. RECESSED LIGHT FIXTURE FOR COLUMN DISPLAY 7. MONOPOINT LIGHTS. MOUNTED TO DROP CEILING EDGE. 8. LARGE WALL MOUNTED GRAPHIC BEHIND CASHWRAP. OWNER PROVIDED. (SEE DET. A8.2 -03) 9. LIGHT FIXTURE TO CONNECT W/ EMERGENCY BATTERY BACK -UP 10. OAKLEY SIGN W/ 1" ACRYLIC PUSH THRU LETTERS. LOGO BACKLIT. UNDER SEPARATE PERMIT. 11. OAKLEY BLADE SIGN. UNDER SEPARATE PERMIT. 12. LINEAR DIFFUSER - SEE MECHANICAL PLAN 13. LINE OF COVE ABOVE SHEET NOTES A. SEE SHEET A0.3 FOR RCP NOTES B. SEE SHEET A0.4 FOR LIGHT FIXTURE SCHEDULE C. ALL ELEMENTS IN SPACE (IE. MECH. DUCTS, DIFFUSERS, ELECT. CONDUITS, MOTION SENSORS, ETC.) SHALL BE MOUNTED AS HIGH AS POSSIBLE. NOTIFY ARCHITECT IF THERE IS A CONFLICT. D. ALL ITEMS ABOVE (13 -2" AFF.) INCLUDING MECH., ELECT., ETC. TO BE PAINTED P1. SEE A5.1 AND A5.2. E. EXIT SIGNS SHALL BE SELF - LUMINOUS TYPE OR ELECTRICALLY ILLUMINATED & ENERGIZED FROM SEPARATE CIRCUITS, ONE OF WHICH SHALL BE FROM STORAGE BATTERIES OR AN ON SITE GENERATOR. F. ALL OWNER SUPPLIED ITEMS ARE TO BE INSTALLED BY G.C. G. FIRE DAMPERS TO BE PROVIDED AT PENETRATIONS OF FIRE -RATED WALL FOR MECHANICAL SYSTEMS CENTER F10 FIXTURE ABOVE CASHWRAP ENDPIECES ALL SPRINKLER HEADS IN GYP. BD. CEILINGS /SOFFITS TO BE FULLY I V BY RECESSED UNLESS OTHER AfISE INSTR ICTEII 1 OCAL CODE WITH DROP DOWN COVERS. CODE WITH DROP DOWN COVERS. J. ALL SPEAKERS IN DROP CEILING TO BE FULLY RECESSED. ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JO K. ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS AND NOT FROM DECK ABOVE. L. ( STOREFRONT SIGNAGE MUST BE ON SEPARATE CIRCUIT AND ON 7 -DAY TIME CLOCK SET TO MALL OPERATING HOURS M. ( CEILING SUPPORTS SHALL COMPLY WITH SEISMIC BRACING REQUIREMENTS FOR THAT REGION. N. t GC TO VERIFY LOCATIONS OF ALL ACCESS PANELS TO LL'S EQUIPMENT W/ WESTFIELD ON -SITE TENANT COORDINATOR. LEGEND 3 F1 X REPETITIVE DIMENSION SEE SHEET A0.4 FOR LIGHT FIXTURE SCHEDULE REFER TO SHEET A3.1 KEY NOTES SPEAKER (BY VENDOR) JUNCTION BOX CEIL. MOUNTED SQ. AC DIFFUSER (PAINT TO MATCH CEIL.) -� EXIT I- SEE SHEET A0.4 FOR LIGHT FIXTURE SCHEDULE REFER TO SHEET A4.1 FINISH SCHEDULE CENTER LINE RECEIVED JUN ; 11 2008 PERMIT CENTER Valerio Architects arirc i ✓F -SYum Design & Panning n OAKLEY Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: info ©valerioarchitects.com 9143 NICCOLO VALERI I O STATE OF WASHINGTON PROJECT SOUTHCENTER SEATTLE 633 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION 04/18/08 Pen Bid/ LL Review Set //�� 05/23/08 LL Comments Set , 06/09/08 STOREFRONT REVISION This document contains information proprietary to Valerio Architects and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerio Architects, Reflected Ceiling Plan Soffit Dimensions 04/18/08 04/04/08 AS SHOWN 586 -08 -29 KE 586-A2.1-A3.1-A4.1-D1.1-PL 01 FURN./ EQUIP. PLAN SCALE 1/4 =1 ADJACENT TENANT (ITT) RS CB 102 NT -17. 13 . 01) ) 0$ 0 DRESSING RM (107 {107 ... ADJACENT TENANT r - 1 ADA CLEARANCE 60 °x54° SALES AREA 1 o' -10" T CW ACCESSORIES 1Bx30 102 D3 E C O2 — STOCKROOM Cal km r m m APPAREL 24x60 4 GS APPAREL 24x60 3'-6" MOBILE AISLE 1; - RS CB CB) r rn SHEET NOTES ADJACENT TENANT PERMfT IS REQUIRED FOR ALL STORAGE RACKS MORE THAN 5' -9" IN HEIGHT. NO RACK STORAGE IS ALLOWED HIGHER THAN VERIFY REQUIREMENTS FOR MOBILE STOCKROOM SHELVES W/ FIRE MARSHALL TO MAKE CODE COMPLIANT. LEGEND 104 REFER TO FIXTURE SCHEDULE ON SHEET A0.5 REVIEWED FOR — 1 CODE COMPLIANCE APPROVE[ JUN 1 9 2008 1 City Of Tukwila BUILDING DIVISION RECEIVED JUN 1 PERMIT CENTER Valerio Architects Architecture, .. ite:� r, es d°r �� Planning . OAKLEY 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: infoavalerioarchitects.com 9143 REGISTERE ARCHITEO NICCOLO VALERIO STATE OF WASHINGTON PROJECT 04/18/08 Permit/ Bid/ LL Review Set J� \ 05/23/08 LL Comments Set 06/09/08 STOREFRONT REVISION SOUTHCENTER SEATTLE 633 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION This document contains information proprietary to Valerio Architects and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerio Architects. Furniture Plan Equipment Plan Date Modified: 04/18/08 Date Created: 04/04/08 Scale: AS SHOWN Project No.: 586-08-29 Drawn By: KE CAD File: 586- A2.1- A3.1- A4.1- D1.1 -PL ADJACENT TENANT 01 POWER / SIGNAL PLAN SCALE 1/4" = 1' -0" AMA -e+ u 03 1 OFFICE e 04 DRESSING RM ADJACENT TENANT 94 . H 011 +A O O 0 94" SALES AREA 94 102 F10 STOCKROOM 94" i• 4 61. ADJACENT TENANT REVitw o CODE COMPLIAINI . APPROvEt JUN 1 9 2g2 City Of Tukwila BUILDING , L0 0 .9:5!Cisi e DUPLEX RECEPTACLE 110v @ 18" AFF @ CENTER LINE U.O.N. %Er at FOURPLEX OUTLET @ 18" AFF @ CENTER LINE U.O.N. (D) FOURPLEX RECEPTACLE W/ DEDICATED CIRCUIT @ 18" AFF U.O.N. COMBINATION TELEPHONE/ DATA OUTLET (CAT 5) @ 18" AFF @ CENTER LINE U.O.N. SINGLE GANG J -BOX CABLE OUTLET FLOOR MOUNTED FOURUPLEX RECEPTACLE 110v FLOOR MOUNTED DUPLEX RECEPTACLES j1- ELECT. JUNCTION BOX F on MOTION DETECTOR PROVIDED BY VENDOR @ 12' -0" AND PAINTED WHITE TO MATCH P2. [t] RECESSED DOOR CONTACT SENSOR PROVIDED BY VENDOR PROVIDE CONDUIT W/ STUB -OUT ON SOFFIT ABOVE. LEG END REFER TO KEY NOTES ALARM KEY PAD PROVIDED BY VENDOR +® MAIN LIGHTING SWITCH BANK _( WALL MOUNTED JUNCTION BOX W/ APQ648 MOTOR YY PLUG, W/ OUT INTERIOR (OWNER SUPPLIED) ALARM BY VENDOR RECEIVED JUN 11 PERMIT CENTER 4 I ; 2. 3. 4. KEY NOTES 1. LARGE WALL MOUNTED GRAPHIC BEHIND CASHWRAP. OWNER PROVIDED. SEE DET. A8.2 -01. ELECT. PANEL. SEE ELECTRICAL DRAWINGS. ELECT. TRANSFORMER SAW CUT (E) FLOOR AND PROVIDE (1) 1" TELEDATA CONDUIT AND (1) 3/4" DUPLEX CONDUIT AND (1) 1" CONDUIT FOR VOLUME CONTROL IN CONC. FLOOR. STUB -UP CONDUIT FOR ELEC. AND TELEDATA RECEPTACLES MOUNTED TO CASHWRAP. VERIFY EXACT LOCATION WITH TENANTS SHOP DRAWINGS. REPLACE CONC. PER MALL STANDARD. 5. WIRE COLUMNS FOR PLASMA SCREENS. SEE DET. A8.1 -4. A. B. C. D. E. SHEET NOTES STUB -OUT CONDUIT FOR NV SPEAKER SYSTEM CABLE TO BE INSTALLED AT STRUCTURE. LOCATION TO BE VERIFIED IN FIELD. COORDINATE WNENDOR LOW VOLTAGE WIRES TO BE AT EXPOSED CEIL. TO BE TUCKED TIGHTLY INTO CORNER AND AGAINST WALL (PAINTED P1 TO MATCH CEILING). PROVIDE PULL WIRE IN CONDUITS. WALL & FLOOR COVER PLATES FOR ALL ELECT. & DATA OUTLET TO BE BRUSHED STAINLESS STEEL FINISH. STUB -OUT 3/4" CONDUIT TO ROOF FROM AN BOX FOR SATELLITE. COORDINATE W/ VENDOR. ALL CONDUITS FOR LOW - VOLTAGE SYSTEMS TO BE 3/4" DIA. MIN. GC TO VERIFY LOCATIONS FOR ALL TRENCHING W/ WESTFIELD ON -SIDE TENANT COORDINATOR AND OBTAIN APPROVAL / REQUIREMENTS BEFORE PROCEEDING WITH WORK. Valerio Architects it e;w Design & Planning OAKLEY SOUTHCENTER SEATTLE 633 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION A 04/18/08 Perrnit/ Bid/ LL Review Set A 05/23/08 LL Comments Set 06/09/08 STOREFRONT REVISION This document contains information proprietary to Valeria Architects and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerio Architects. Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: info@valerioarchitects.com 9143 REGISTE - ED ARCHIT T NICCOLO VALERI STATE OF WASHING PROJECT Power / Signal Plan 04/18/08 04/04/08 AS SHOWN 586.08 -29 KE 586- A2.1- A3.1- A4.1- D1.1 -PL T J 01 0 Sr s sue_ a ■ — ■ MIL r — r. ■ — ■ — ■ ■ ..n — ■ w .411ffimma.1..i�_ ,AM. r SECT./ INT. ELEVATION SCALE 3/8" = 1' -0" SCALE 3/8" = 1' -0" 02 SECT./ INT. ELEVATION —{ B1 ) —( B1 ) m N 0 2. 3. 4. 5. 6. i i = SCALE 3/8" = 1' -0" SCALE 3/8" =1 B1) (E) MALL BULKHEAD W/ COVE LIGHTING 1/4" CLR. TEMPERED STOREFRONT GLAZING MONOPOINT LIGHTING GRAPHIC RAILS DROP CEIL. @ 12' -6" 1/4" BLACK MTL. REVEAL MOULDING. PROVIDED BY OWNER. 2' X 8' SHEETS OF DURAROCK WALL PANELING W/ ONE COAT PROTECTIVE CLEAR COAT FINISH. EXPOSE NON -PRINT SIDE. 3/8" RECESSED STANDARDS. BLACK POWDER COATING FINISH. PROVIDED BY OWNER. 1/2 "'L' BLACK MTL. REVEAL MOULDING BY VENDOR 3/8" FRY REGLET MOULDING. SUPPLIED BY OWNER. RECESSED MIRROR STORAGE CABINET. SEE DET. A8.3 -04. KEYNOTES 12. 13. 14. 15. 16. 17. 18. 19. 20. 9 03 & 04 DRESSING RM. INT. ELEVATION 05 & 06 DRESSING RM. INT. ELEVATION • —( B1 ) —( B1) REVIEWED FOR CODE COMPLIANCE APPROVE JUN 19 2008 BUILDING VISION WALL MOUNTED PLASMA SCREEN. PROVIDED BY OWNER. SEE DET. A8.1 -11. 18" x 65" WALL MOUNTED MIRROR PROVIDED BY OWNER. FINISH COLUMN W/ M1 TO MATCH OPEN EYEWEAR WALL. SCORE LINE @ 10' -0 ". OPEN EYEWEAR WALL (E) STEEL BEAM (E) UNDERSIDE OF DECK (3) COAT /HAT HOOKS ON 6" X 24" MTL. RAISED PANELS. SEE DET. A8.3 -02. 18" X 48" BENCH SECURED TO FLOOR 36" X 60" H MIRROR. FRAME & WOOD BACKING PROVIDED BY OWNER. 35 1/8" X 56" MIRROR BY GC. GC TO INSTALL. SEE SHEET A0.5 FOR FIXTURE SCHEDULE. Valerio Architects Architecture, a Deign & Planning OAKLEY RECEIVED JUN 1 1 2000 PERMIT Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: info@valerioarchitects.com NICCOLO VALERI STATE OF WASHIN 9143 REGISTEOED ARCHIT CT PROJECT SOUTHCENTER SEATTLE 633 SOUTHCENTER MALL TUKWILA, WA 98188 A D ate DESCRIPTION 04/18/08 Permit/ Bid/ LL Review Set 05/23/08 LL Comments Set 06/09/08 STOREFRONT REVISION This document contains information proprietary to Valerio Architects and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerio Architects. Sections erior Elevations 04/10/08 04/10/08 3/8 " =1' -0" 586-08-29 KE 586 -A5.2- SECT. -1NT. ELEV 0 T SCALE 3/8" = 1' -0" 2%0" "_ ".. f A � 02 EXTERIOR ELEVATION 01 EXTERIOR ELEVATION SCALE 3/8" = 1' -0" A'S KEYNOTES 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 1 9 ?nf J3 a e City Of Tukwila BUILDING JVTSTO i ,. 1. (E) MALL NEUTRAL PIER AND FINISH TO REMAIN 2. (N) STOREFRONT ENTRY DOORS, W/ PIVOT DOOR SYSTEM. SEE DOOR SCHEDULE. 3. OAKLEY FASCIA SIGN. UNDER SEPARATE PERMIT. 4. CLEAR TEMPERED STOREFRONT GLASS PANELS, STEEL FRAME, AND METAL SUPPORT. UNDER SEPARATE PERMIT. 5. (E) MALL BULKHEAD TO REMAIN. 6. 1 X 2' OAKLEY BLADE SIGN. UNDER SEPARATE PERMIT. 7. 12" METAL CLAD BASE OVER 1/2" PLYWD. SHEATHING - SEE FINISH SCHEDULE. RECEIVED jUN l l 2008 PERMIT GENIE Valerio Architects ArP chile tureq sign & Planning i_. OAKLEY A 05/23/08 LL Comments Set / 06/04/08 Storefront revision Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 5858 Wilshire Blvd, Ste 203 Las Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: infoavalerioarchitects.com ARCHITECT OF RECORD 9143 REGISTE ARCHI PROJECT NICCOLO VALERI STATE OF WASHING ON SOUTHCENTER SEATTLE 633 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION 04/18/08 Permit/ Bid/ LL Review Set This document contains information proprietary to Valerio Architects and is furnished in confidence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerio Architects. Sections Interior Elevations 586 -A6.1 06/04/08 04/09/08 3/8 " =1' -0" 586-08-29 NB 27'. 172" k - !OF // 1 ® B1 (M1 ) 1 • • 0 ®G3 C3 Cl 1 1 1 1 1 1 1 1 1 1 1 0 1 \ all 4 i t i , \ \• / \ 0 - I 1 1 \ \\ , 1 1 1 1 1 , t . 1 r i 1 - r . 0 T SCALE 3/8" = 1' -0" 2%0" "_ ".. f A � 02 EXTERIOR ELEVATION 01 EXTERIOR ELEVATION SCALE 3/8" = 1' -0" A'S KEYNOTES 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 1 9 ?nf J3 a e City Of Tukwila BUILDING JVTSTO i ,. 1. (E) MALL NEUTRAL PIER AND FINISH TO REMAIN 2. (N) STOREFRONT ENTRY DOORS, W/ PIVOT DOOR SYSTEM. SEE DOOR SCHEDULE. 3. OAKLEY FASCIA SIGN. UNDER SEPARATE PERMIT. 4. CLEAR TEMPERED STOREFRONT GLASS PANELS, STEEL FRAME, AND METAL SUPPORT. UNDER SEPARATE PERMIT. 5. (E) MALL BULKHEAD TO REMAIN. 6. 1 X 2' OAKLEY BLADE SIGN. UNDER SEPARATE PERMIT. 7. 12" METAL CLAD BASE OVER 1/2" PLYWD. SHEATHING - SEE FINISH SCHEDULE. RECEIVED jUN l l 2008 PERMIT GENIE Valerio Architects ArP chile tureq sign & Planning i_. OAKLEY A 05/23/08 LL Comments Set / 06/04/08 Storefront revision Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 5858 Wilshire Blvd, Ste 203 Las Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: infoavalerioarchitects.com ARCHITECT OF RECORD 9143 REGISTE ARCHI PROJECT NICCOLO VALERI STATE OF WASHING ON SOUTHCENTER SEATTLE 633 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION 04/18/08 Permit/ Bid/ LL Review Set This document contains information proprietary to Valerio Architects and is furnished in confidence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerio Architects. Sections Interior Elevations 586 -A6.1 06/04/08 04/09/08 3/8 " =1' -0" 586-08-29 NB Scale 1 "= 1' -0" L.L. STOREFRONT SECTION EXISTING STRUCTURAL MALL BEAM 1/2 "BRUSHED STAINLESS REVEAL, FLUSH AND INSET ALONG BOTH SIDES OF CHANNEL - 1 X 1 X 1/8 BRUSHED ALUM. CHANNEL. CLR. SILICONE EA. SIDE * +13'-7" A.F.F. 18 GA 4" METAL STUDS @ 16" O.C. S +11' -0" A.F.F. MALL STRUCTURAL COLUMN BEYOND 3/8" THEMPERED STOREFRONT GLAZING, TYP. 1 X 1 X 1/8 BRUSHED ALUM. CHANNEL. CLR. SILICONE EA. SIDE 12" MTL. CLADDED WALL BASE W/2 LAYERS OVER 1/2" PLYWD. SHEATHING ( Bi ) O' - 0" FINISHED FLOOR METAL RUNNER RAMSET @ 4' -0" O.0 & 6" FROM CORNERS Sc- e 1 "= 1' -0" Scale - 1". L.L LS D ti OREFRONT HEAD CONN. DETAIL 05 ENLARGED STOREFRONT PLAN J o I J I (N) HSS 3x3x1/4" DIAG. BRACING @ EA. COLUMN - SEE PLAN WELDED CONNECTION. SEE STRUCTURAL PAINTED GYP. BD. (SEE FINISH SCHEDULE) 12" MTL. CLADDED WALL OVER 2 LAYERS 1/2" PLYWD. SHEATING 1/2 "BRUSHED STAINLESS REVEAL, FLUSH AND INSET ALONG BOTH SIDES OF CHANNEL - 1 X1 X1/8 BRUSHED ALUM. CHANNEL. CLR. SILICONE EA. SIDE 1 . F. 3 5/8 OR 6" X 20 GA. MTL. STUDS @ 16 " O.C. (SEE DET. A8.1 -06 FOR MTL. WALL STUD TABLE) OAKLEY INTERNALLY ILLUMINATED CABINET SIGN. UNDER SEPARATE PERMIT. SIGNAGE MUST HAVE FRONTAL ACCESS W/ NO VISIBLE HARDWARE (IE SCREWS, ETC.) 10 +10 1 -0" A.F.F. MTL CLADDING OVER 1/2" PLYWD. SHEATHING. FIRE RATED AS REQ'D RECESSED DOWN LIGHT. SEE SHEET A0.4 FOR LIGHT FIXTURE SCHEDULE CRL PIVOT DOOR SYSTEM. SEE DOOR SCHEDULE, INSTALL PER MANUF. SPECS 07 STOREFRONT ENTRY SECTION CRL PIVOT DOOR SYSTEM MODEL # MS20BS SET, CRLAURENCE. INSTALL PER MANUF. SPECS. 12" MTL BASE O/ 2 LAYERS OF 1/2" PLYWD. SHEATHING. FIRE RATED AS REQ'D CEED Scale: 3/8 "= 1' -0" 0 T r LL. 4" 1 I F 1 X 1 X 1/8 BRUSHED ALUM. CHANNEL. CLR. SILICONE EA. SIDE 12" MTL. CLADDED WALL BASE OVER 2 LAYERS 1/2" PLYWD. SHEATHING 0' - 0" ri• FINISHED FLOOR FINISH FLOOR ANCHOR BOLT EPDXY FILL. METAL RUNNER RAMSET @ 4' -0" O.0 & 6" FROM CORNERS STOREFRONT BASE DETAIL Scale 1"= 1' -0" Scale: 3/4 "= 1' -0" 1' -2 1/2" m 06 ENLARGED STOREFRONT ENTRY PLAN 04 5V,2,V LINE OF BULK -HEAD ABOVE LINE OF BULK -HEAD ABOVE 1' -2 1/2" 21- EXISTING MALL COLUMN REVIEWED FOR CODE COMPLIANCE APPROVED JUN 1 9 202 Chi/ �f Fukwila WRONG ;i�rteann. Ci j Of Tuk vita c �, STQ!' LL 1' -1" / (E) 3/4 "x 3/4" CLR. ANODIZED ALUM. REVEALS AT NEUTRAL PIER CORNERS TO REMAIN. PROVIDED BY LL. TENANT MTL. CLADDING TO CONTINUE ALL AROUND TO (E) 3/4" MALL REVEAL ( M1 ) 01 02 03 Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: Valerio Architects Architecture Design Planning n 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: info @valerioarchitects.com 9143 REGISTER ARCHITE NICCOLO VALERIO STATE OF WASHINGT PROJECT OAKLEY SOUTHCENTER SEATTLE 633 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION /� 04/18/08 Permit/ Bid/ LL Review Set As 1\ 05/23/08 LL Comments Set A 06/09/08 STOREFRONT REVISION This document contains information proprietary to Valerio Architects and is furnished in confidence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerio Architects. RECEIVED Storefront Details JUN 112008 PERMIT CENTER 04/25/08 04/04/08 AS SHOWN 586-08-29 NB 586- A8.4 -B — o x - Ti I 9 - IVM II 1. i II 1 -I'TM II g 1VM� I �L _ T r — -.� _IL_ _J 6 lil 8 - 00 03 Z n � , 1 1 fill i7xz L ,___ 1 _ r ... ._______. I I 0 0 x - : . —.. . 1 —.. . i• 1 0 I l 4, cn D T M ...._ cn 73 m 4�1 AS 4, 0 0 Do 8 J.dVN011VIS AS 87xo 0 IV n x CD �„ ]1180W I I H r 0 M TRACK LENGTH I 8-17X02 I I I X) 0 0 K oD r APPAREL 24X60 I I .. \\ \\ \\ 8 I i1180W - x 0) 0 m APPAREL 24X60 O Ul -P N � m D�0 i J 8 L ) VN011V1S E>4001 C pq g... z . 0 —1 0. 5 : Z C7 4a m i ; PO i� ea `I I ti ., A ii ` j 85 rn n :3 -0 0 p O i� 4 ' .j Xi 3 73 tagla g 0. vi — — i ,k \ o ffa 1 . 1 W • r . , III I lli \A a. ► la - Aii -- Do f..-.2 a ........, • Ma Iii D au Qm' -- � � �Ti - a > 0 § ri a ...... a l a SI 1 ire it d �. co O fD co . (,) m = m m —I s o 0 c m ....A. W I' LA N VI EVtI REVISIONS BY: DA TE: Nate: This drawing, and all in formation contained, remains the sole property of Granite Distribu Solutions Inc. . (GDS } It is submitted for use in reference only, and shall not be replicated in any way or given to a third party without the express written consent of GDS GDS assumes no responsibility for the design or operation of any structure or materials shown on the drawing but '""""- �' ' :t � ; �" .; ;r ; • 1 ~NA DISTRIBUTION SOLUTIONS Material Handling Consulting, Design, & Integration DRAWh(� r$d�u4Q18loads \Apr 2 48 \C 0 d�f� llVH91 :0-8 50402 -2 4- 16 -08.dw �A — g APPROVA D COMPLETED TPF 4 -7 -08 SCALE: NOT 0 SCALE PROJECT: 4.24.08 GRANITE DISTRIBUTION SOLUTIONS, INC. 3943 IRVINE BLVD., #507 S IRVINE, CA 92602 PH: 714 - 389 -4045 FAX: 714- 389 -4046 \- OAKLEY, INC. SOUTHCENTER SEATTLE 633 SOUTHCENTER, SUITE #1107 SEATTLE, WA 98188 , not furnished by GDS. Acceptance of this drawing shall constitute an agreement to these terms. 1 1/2" DESCRIPTION MATERIAL STEEL YIELD DESCRIPTION MATERIAL STEEL YIELD "T" POST 1 1/2" "L" POST DESCRIPTION MATERIAL \STEEL YIELD 1 1/2"—/ 11 1 1/2" ATTACH POST TO FOOTPLATE WITH (2) #12 TEK SCREW NOTES: USE @ ALL INTERMEDIATE "T "POST LOCATIONS TYP. U.O.N. FOOT PLATE: RDSFP 5 3/4" X 3 -5/8" 14 GAGE THICK PLATE ASTM A36, Fy= 36,000 PSI /2" ATTACH POST TO FOOTPLATE WITH (1) #12 TEK SCREW NOTES: USE @ ALL CORNER "L" POST LOCATIONS FOOT PLATE: RSSFP 3 1/2" X 3 -5/8" 14 GAGE THICK PLATE MATERIAL ASTM A36, Fy=36,000 PSI STEEL YIELD NOTES: USE @ ALL SHELVING TYP. U.O.N. DOUBLE RIVET BEAM (SS) 14 GAGE ASTM A36, Fy= 36,000 PSI 4 5/32" DESCRIPTION MATERIAL STEEL YIELD VARIES DESCRIPTION CONNECT TO UPRIGHT W/ (2) 1/4" TEK SCREWS "T' POST: ROLL FORM (LURH) DESCRIPTION 14 GAGE STEEL MATERIAL ASTM A570, Fy= 36,000 PSI 4 1 0 0 0 0 CONNECT TO UPRIGHT W /(1) 1/4° TEK SCREW 5 21/32" "L" POST: ROLL FORM (LURH) 14 GAGE STEEL ASTM A570, Fy= 36,000 PSI NOTES: USE AT ALL POST TO POST ATTACHMENTS STEEL YIELD 45° MATERIAL 21 DESCRIPTION STEEL YIELD TIE PLATE MIN (3) @ 12' TALL POSTS 14 GAGE STEEL ASTM A570, Fy= 36,000 PSI NOTES: USE @ TYPE OFFICE FRONT (1 08X36,42 /12) LOCATIO N TYP. NOTES: USE @ TYPE ACCESSORIES (144X36X18)LOCATION TYP. DESCRIPTION MATERIAL STEEL YIELD 14 GAGE VARIES DOUBLE RIVET LOW PROFILE (SSLPD) 14 GAGE ASTM A36, Fy= 36,000 PSI VARIES 7 NOTES: USE AT ALL POST TO SHELF BEAM ATTACHMENTS DESCRIPTION SHELF TO POST CONNECTION SEE ATTACHED GRANITE DIST. SOLUTIONS DWG. SH. E01 FOR SHELVING ELEVATION ASTM A36, Fy= 36,000 PSI I v 1 h I I GENERAL PROJECT NOTES 1. DESIGNED PER THE REQUIREMENTS OF THE 2006 IBC 2. SEISMIC CRITERIA Ss = 1.429, S1 = 0.489, Fa = 1.0, Fv = 1.511. 3. STORAGE CAPACITY: TYPE OFFICE FRON ELEV 108HX42WX12D = 100# PER SHELF TYPE STATIONARY 120HX48WX3OD = 200# PER SHELF TYPE STATIONARY 120X48WX15D = 150# PER SHELF TYPE ACCESSORIES 144H X 36W X 18D = 150# PER SHELF TYPE APPARAL 144H X 60W X 24D = 250# PER SHELF TYPE MOBILE 120H X 48W X 30D = 200# PER SHELF 4. ANCHORS HILTI KWIK BOLT TZ ICC ESR# 1917 3/8 X 2" MIN. EMBED. (1) ANCHOR PER RDSFP @ 9' POST (1) ANCHOR PER RSSFP @I" POST 5. SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. 6. CONCRETE THICKNESS & COMPRESSIVE STRENGTH, 5" X 2500 PSI 7. SOIL BEARING PRESSURE 1000 PSF 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT. 9. ALL BOLTS A307 OR BE I 10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BYAWS CERTIFIED WELDERS USING E70XX ELECTRODE OR BETTER. FIELD WELDS, IF ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED DEPUTY INSPECTOR. 11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. DESCRIPTION MATERIAL 2" MIN. EMBED. BASE PLATE 3/8 HILTI KWIK BOLT TZ ANCHOR, ICC ESR #1917 REVISION N0 DOS -7-.1i2 REVIEWED FOR CODE COMPLIANCE i APPROVED i MAY 2 r ) 2000 1 City Of Tukwila BUILDIN DIVI IQE'J F.F. RECEIVED CITY OF TUKWILA MAY 19 2008 PERMIT CENTER 3/8 "3 X 2" MIN. EMBED., SEE NOTE #4 ABOVE FOR SPEC.S. z 0 co SHEET NO. 0 T w 00 ao W co co E < " g 15 W 0 0) ['7 C+] { et W EE 2 H- 041708 -1 SCE 1 OF 1 ABBREVIATIONS GRAPHIC SYMBOLS PROJECT DATA INDEX RESPONSIBILITY SCHEDULE & And L D. Inside Diameter @ At Ins ul. Insulate Int. Interior A/C Air Conditionin g Abv Above Kit. Kitchen Acous Acoustic (Al) A.D. Area Drain Lam. Laminate Adj. Adjustable /Adjacent Lay. Lavatory A. F. F. Above Finish Floor Lt. Light Alum. Aluminum Lum. Luminous Alt Alternate A p Access Panel Mat. Material Approx. Approximate Max Maximum Arch Architectural Mech. Mechanical Memb. Membrane 13d. Board Met. Metal Bot Bottom Mfr. Manufacturer Bldg. Building Mgr. Manager Blk. Block Min. Minimum Blkg. Blocking Misc. Miscellaneous g• g Mull. Mullion C. B. Catch Basin Cab. Cabinet N North Cern. Cement N. New Cg Corner Guard N . I. C. Not in Contract Cir Circle N . T. S . Not to Scale C. J. Ceiling Joist/Controljoint CI Closet 0/ Over Clg. Ceiling 0. C. On Center Clk Caulking off. Office g• g Cir. Clear Opposite GPI�• OPP C.M.U. Concrete Masonry Unit Ovhd. Overhead Cntr. Counter Col. Column PBO Provided by owner • Conc. Concrete PI. Plate Conn. Connection P/L Property Line Constr. Construction P. lam Plastic Laminate Cont. Continuous Plas. Plaster /Stucco Contr. Contractor PI as t. Plastic Corr. Corridor Ply wd. Plywood C. T. Ceramic Tile P.G.S. Point of Sale Ctr. Center Pr. Pair Prefab. Prefabricated Dbl. Double Psi Pounds per Square Inch Det. Detail Pt. Point Dept. Department P.T.D. /R P.T.D. And Receptacle D. F. Douglas Fir Ptn. Partition Df Drinking Fountain g Dia. Diameter Qry. Quarry Diag. Diagonal Qty. Quantity Dim. Dimension DiS Dis enser Rad. Radius/Riser p P Dn. Down R. D. ROOF Drain E East Req. Require Ea. Each Rev. Revised/Reverse Ex Exit Rm. Room El. Elevator R. 0. Rough Opening Elec. Electric (Al) Rw d. Redwood Elev. Elevation Encl. Enclosure S South EP Electrical Panelboard S. C. Solid Core Eq. Equal S.C.D. Seat Cover Dispenser Equip. Equipment S ched. Schedule E. W. Each Way S.D. Smoke Detector EWC Electric Water Cooler Seal. Sealant Exist. Existing Sect. Section Exp. Expansion Sht. Sheet Ex t. Exterior S 1. Sliding S pee. (S) Specification(S) F. A. Fire Alarm S q. Square F.D. Fire Damper/Floor S.S. Stainless Steel Fdn. F Std. Standard F.E. Fire Extinguisher S tl . Steel F. F. Finish Face/Finish S tor. Storage Floor F/G Fixed Glass Struct. Structural Sus Suspended Fin. Finish Sym. Symmetrical Fix t. Fixture Flr. Floor T. Tread Fluor. Fluorescent T. B. Tel Towel Bar F. 0.S . Face Fluorescent F.O Face Of Telephone p� Studs T.G. Tempered Glass G. ru D.D� o. B p Fire Treated T.P.HilPpHolder Feet T.V. Television t F g. Footing Typ. Typical Furr. Furred In Vent. Ventilate/Ventilation Ga. Gauge Vert. Vertical g Galt'. Galvanized Vest. Vestibule G. B. Grab Bar V. I. F. Verify in Field Gc Gereral Contractor V. T. Vin Vinyl Tile Y G. I. Galvanized Iron/Steel E ass/lazing W West IP • Gypsum Wh Water Heater Hc. Handicap W.I. Wrought Iron Hdrw . Hardware W/O Without Hdw d. to a Hardwood Wa f n 0o W zoo 1 P• xP a Height W. g W Water Resistant Horiz. Horizontal Wsct. Wainscot Hr. Hour t. Wei Weight W g REVISION REFERENCE Se ction Number Alta SEC TION REFERENCE PROJECT DESCRIPTION: TENANT IMPROVEMENT FORA NEW OAKLEY RETAIL 50TRE IN AN EXISTING MALL ADDRESS: TUKWILA, WA 9SE 1 8MALL ZONING: TU K BUILDING TYPE: TYPE - II YES NO STORIES: 2 EXISTING USE: RETAIL PROPOSED USE: RETAIL - TENTANT IMPROVEMENT SQUARE FOOTAGE: NET: +/ - 977 SQ. FT. GROSS: 1 - 1 - 1,370 5Q. FT. TENA OCCUPANCY M CLASSIFICATION: OCCUPANT LOADS: 6 8 S Q. FT. OFFICE 1 1 100 = .68 505Q.FT" DRESSING ROOM 1 /300 = .16 208 SQ.FT. STOCK ROOM 1 / 300 = 69 927 SQ.FT. RETAIL 1 /30 = 31 14 CIRCULATION 1 /300 = FT. . 42SQ . ARCHITECTURAL A0.1 COVER SHEET / SITE PLAN / ABBREV. /PROJECT DATA 1 INDEX / TEAM RESPONSIBILITY SCHEDULE A0.2 GENERAL NOTES / DOORS & EXITS / PARTITION NOTES / FINIS NOTES A0.3 POWER AND SIGNAL NOTES / RCP NOTES / BUILDING & FIRE NOTES / ACCESSIBILITY NOTES A0.4 DOOR SCHEDULE / DOOR TYPES / LIGHT FIXTURE SCHEDULE / FINISH SCHEDULE VENDOR LIST A0 FIXTURE SCHEDULE A2.1 FLOOR PARTITION PLAN A3.1 REFLE CEILING P LAN A4.1 FURNITURE / FIXTURE PLAN A4.2 POWER / SIGNAL PLAN A 5.1 SECTIONS / INTERIOR ELEVATIONS A5.2 SECTIONS / INTERIOR ELEVATIONS A6.1 EXTERIOR ELEVATIONS A8 DETAILS A8.2 DETAILS A8.3 DETAILS A8.4 DETAILS MECHANICAL MO.1 MECHANICAL LEGEND, SCHEDULES, AND LOAD CALCULATIONS 0 = OWNER / GC= GENERAL CONTRACTOR / V = VENDOR / L = LANDLORD / E = EXISTING GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO SUPPLY AND INSTALL ITEMS NOT LISTED AS BEING SUPPLIED BY OTHERS EXTERIOR 1 SIGNAGE XI51 FURNI SHED BY INSTAL LED BY REMARKS heetNuml itila • ail Number DETAIL REFERENCE ENTRANCE 0 GC BACK N/A sheet Number A Elevation Numbers D a1 ORM AC PLATFORM E STOREFRONT GLAZING 0 GC MAIN SIGN V GC UNDER SEPARATE PERMIT B ELEVATION REFERENCE Sheet Number GRAPHIC RAILS 0 GC C- E(�ationReference Pla ` I l 401 ENLARGED PLAN INTERIOR / SALES INT, MTL STD, & GYP. BD. GC GC j DEMOLITION GC GC IF REQ'D I I . ^ sheetNum>�er Align - -I ALIGN FINISH SURFACE DOOR SYMBOL 0 0 WINDOW SYMBOL O KEY NOTE SYMBOL 17eta>INumbe MTL CLADBASE V GC GC TO FIELD MEASURE GYP BD. CEILINGS GC - GC DISPLAY FIXTURES AND FURNITURE 0 0 GC TO FIELD MEASURE CLOTHING HOOKS 0 GC AT OUTSIDE OF DRESSING RM DOOR MIL SLAT DISPLAY WALLS V V IGC TO COORDINATE 2XS DISPLAY PANELS W/ RECESSED STANDARDS 0 GC DRESSING RM MIRRORS, MIRRORS W/ RECESSED CABINETS 0 /GC GC MIRRORS BY GC. NO LIGHTS IN MIRROR STORAGE CABINETS. TOTAL OCCUPANCY: 33 NO. OF EMPLOYEES / SHIFT: 3 PERP-trr AND _ EGRESS REQUIREMENTS: 2 EXITS APPROVAL REQUIRED i APPLICABLE CODES: 2006 Washington State Building Code, which includes the International Building Code, International Residential Code, International Mechanical Code, International Fire Code, & Uniform Plumbing Code Washington State Energy Code and the Washington State Indoor Air Quality Code JURISDICTION: KING COUNTY M0.2 MECHANICAL DETAILS AND SPECIFICATIONS M2.1 MECHANICAL HVAC REFLECTED CEILING PLAN ELE iJCAL E0.1 ELECTRICAL LEGEND, SCHEDULES, AND LOAD CALCULATIONS E0.2 ELECTRICAL DETAILS AND SPECIFICATIONS E1.1 ELECTRICAL POWER AND SIGNAL PLAN E2.1 ELECTRICAL LIGHTING REFLECTED CEILING PLAN PLUMBING P0.1 PLUMBING LEGEND, SCHEDULES, AND LOAD CALCULATIONS P1.1 PLUMBING FLOOR PLAN BATHRM. FIXTURES AND ACCESSORIES - N/A Emai WALL TYPE CALL OUT o ELEVATION REFERENCE ASBESTOS REMOVAL L L ,N/A STORAGE/ SHELVING T 1 V V GC TO COORDINATE 9'A 1/4" PLUMBING .1 I C L REPETITIVE DIMENSION CENTER LINE WATER SERVICE 1 1 - FINAL CONNECTIONS GC GC , A.C_ DRAIN GC GC GAS / WATER PIPING AC GC GC WATER HEATER E E BATHROOM FIXTURES - NIA SPRINKLER {MAIN} E SPRINKLER HEADS / DISTRIBUTION GC GC DEFERRED SUBMITTALS PROJECT TEAM ELECTRICAL/ DATA MAIN SERVICE E TENANT SUB PANEL E RE -USE EXISTING EQUIP. 1 FIXTURES ROUGH IN EQUIP. /FIXTURES FINISH GC GC GC GC SPRINKLER: Desigrr/Built" GC shall responsible for preparing drawings d obtaining all building permits as req'd. FIRE AND LIFE SAFETY: Design/Built. GC. shall responsible for preparing draw and obtaining all building permits as d. > s g 1? �4' by local Jurisdiction. STORAGE SHELVING: Design/Built. GC. shall responsible for preparing drawings and obtaining all building permits as req'd. by lo cal jurisdiction. STOREFRONT SIGNAGE: �si�( GC Shall be responsible for preparing drawings and obtaining all building permits as read by local jurisdiction OWNER: ARCHf1 ECT: GENERAL CONTRACTOR: OAKLEY VALERIO ARCHITECTS TBD ONE ICON 5858 WILSHIRE BLVD. FOOTHILL. RANCH, CA 92610 LOS ANGELES, CA 90036 LIGHTING FIXTURES CUSTOMER AREAS 0 GC SOME ASSEMBLY BY ELECT. REQ'D. ON SITE LIGHTING FIXTURES SERVICE AREAS GC GC VERIFY W/ OWNER MUSIC SYSTEM & SPEAKER V V GC TO COORDINATE CONTACT A MBER STEELE TEL: (323) 954 8996 A �� ( ) SEPARATE } ( ) RATE PERM FAX: 949) 627 -6098 TEL: 94 829 fi123 FAX: 323 954 8965 REQUIRE FOR' MEP ENGINEER: • LANDLORD: ENCON ENGINEERS WESTFIELD CORPORATION 720 SUNRISE AVE., SUITE f3 208 11601 WILSHIRE BLVD. R05EVILLE, CA 95661 �ie$l L05 ANGELES, CA 90025 CONTACT: BEN SPRINKLE CONTACT: JOSH KIMMEL TEL: (916) 772 -8440 1# @Cldgl TEL: (310) 893 4761 FAX: (916)772 -8441 umbfr ri t?Iss Pi 1 p BUILDI G ukwsf l ON POS SECURITY ALARM SYSTEM V v GC TO COORDINATE TELIDATA ROUGH IN GC GC TELJDATA FINISH V V GC TO COORDINATE COMPUTER / POS V V GC TO COORDINATE LCD MONITOR STRUCT. SUPPORT GC GC STEEL FRAMING LCD MONITOR I D I GC ���� ��� Permft ar reV(9W 8P' e�m" of �1 Pl • ••I ,:;II. a '1 �l code 0T�• the violation of any adopted of approved Fiekl Copy 7. ; . By - `` - vim es474 City of Tukwila BUILOING DIVISION SITE P LAN - I l PROPOSED OAKLEY LOCATION Space # 1107 - ± Lease Area ,311 Sq. Ft. / / FUTURE RETAIL ® � e _ �_�_ �� � � I II I 1� _-- [i -- n ::, - o ❑ a 1 1 ❑ o E 1 C REVISIONS ❑ ❑ ❑ EI o m o o _ No changes shall be made to the scope Of work without prior approval of Tukwila Building Division, NOTE: Revisions will require a new plan submittal and may include additional plan review fees. I ' o _ _ " - F® o { e ^ pe. • � � �� p� 0 d ���u ®. 1L S �D ` 1...- VICINITY M A P ❑ $ -I. [ C7 - <� :L. q :�_t �r ls: s � In . \ s .�a • _ s i ,� in r ft .. J • � s rs�3? _ y s ih4ta I � �� err }:{ r-- r-, r, 1 I i I S' 1, r : ®� � I • wl - ° OAKL 566 SOUTHCENTER MALL TUKWILA, WA 98188 x ,. s :3 \ \�`\ �: zU !;< \� \� \ \ \ _ _ , D. -' J � a _ �\`�� .81.. `.: •'�:'� \� \., 1i'tiQ:: >;:.x';yl: >;.:;' > ::::. ,,. .: » >:.::::::: >:::: >:: ' , -. • .. a ti \ \ \.y �, � � e• ::. ": ,. ;; 1j,$y+:��������� \ . �. . • ,\ ........ •::...cal#:: ; i ::: \ \ ::;: I. -- -- L�n,� frtack Y �:.::.::.::.: - -- - t , :., y \\ . •'� ..:: i.i::.: • iiiiiiiS isisisi ::.::::::::.::::::::::::::..:: �.: �.:::.:ti:ititittii L kk-rIRA r � t Y - -- - f I a Ai Ucted . S ti ;; Istick '; = an ", y in �' ac - , - ar a I T:r+�l Iti� r ' - - ACCESSIBLE RESTROOM TRAVEL DISTANCE +/ - 125' C J ae Valerio Architects Architecture, Design & ai Q+T.d nniY ARCHITECT OF RECORD OAKLEY SOUTHCENTEA SEATTLE 556 SOUTHCENrER MALL TUKWILA, WA 6$188 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90038 Telephone: 323.954.8996 Facsimile: 323.954.8985 url: www.valerioarchitects.com Email: info @valerioarchitects.com rz: REGISTERED ARCHITECT NICCOLO VALERIO STATE OF WASHINGTON PROJECT a Date DESCRIPTION 04/15/08 LL Review/ Permit/ Bid Set This document contains information proprietary to Valeria Architects and is furnished in confidence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerio Architects. ECEWED APR 3 0 2008 Cover Sheet PERMIT CENTEFt Date Modified: Date Created: Scale: Project No.: Drawn By: Y CAD File: : e 04/14/08 04/14/08 AS SHOWN 586 -08 -29 NB 586-A0.1-COVER SHEET A0.1 Doesii4-20•-• Valerio Architects Architecture, Design & Planning OAKLEY 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.89fi5 url: WWW.valerioarchitects.com Email: info ©valerioarchitects.com 9143 REGISTERED ARCHITECT NICCOLO VALERIO STATE OF WASHIN PROJECT SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TU KW I LA, WA 98188 Date DESCRIPTION 04/18/08 LL Review/ Permit/ Bid Set This document contains information proprietary to Valerio Architects and is fumished in confidence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valeria Architects. RECEIVEh General Notes APR 3 0 Z008 Doors And Exits PERMITCENTEI- Partition Notes Finish Notes Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 04/18/08 04/18/08 AS SHOWN 586-08-29 NB 586 -A0.2 -NOTES GENERAL NOTES GENERAL NOTES (CONT.) GENERAL NOTES (CONT.) PARTITION NOTES FINISH NOTES A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. S. T. U. V. W. X. Y Z. THE CONTRACTOR IS HEREBY SPECIFICALLY DIRECTED, AS A CONDITION OF THE CONTRACT, TO ACQUAINT HIMSELF WITH THE ARTICLES CONTAINED IN THE GENERAL NOTES, AND TO NOTIFY AND APPRISE ALL SUBCONTRACTORS AND ALL OTHER PARTIES OF THE CONTRACT, AND BIND THEM TO ITS CONDITIONS. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN PARTITION LOCATIONS, DIMENSIONS AND TYPES. LARGE SCALE DRAWINGS AND DETAILS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. DOOR AND WINDOW LOCATIONS SHALL BE AS SHOWN ON CONSTRUCTION PLAN. IN CASE OF CONFLICT, NOTIFY ARCHITECT FOR WRITTEN CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. CONSTRUCTION PLAN BY ARCHITECT SUPERCEDES OTHER PLANS. THE CONTRACTOR SHALL REVIEW DOCUMENTS AND VERIFY DIMENSIONS AND FIELD CONDITIONS. ANY CONFLICTS /OMISSIONS OR DISCREPANCIES SHALL BE REPORTED IN WRITING THREE (3) BUSINESS DAYS BEFORE RETURN OF BID. THE GENERAL CONTRACTOR WARRANTS, BY TENDERING HIS BID, THAT WORK IS BUILDABLE AS SHOWN. DRAWINGS OF BASE BUILDING CONDITIONS ARE GENERATED FROM AS -BUILT DRAWINGS AND ON LIMITED HELD OBSERVATION BY THE ARCHITECT. ACTUAL CONDITIONS MAY DIFFER FROM THOSE SHOWN. THE CONTRACTOR SHALL FILE, OBTAIN AND PAY FEES FOR BUILDING DEPARTMENT AND ALL OTHER AGENCY APPROVALS AND PERMITS, CONTROLLED INSPECTIONS, AND FINAL WRITE -OFFS FOR PROJECT COMPLETION. COPIES OF TRANSACTIONS ARE TO BE FORWARDED TO THE ARCHITECT AND BUILDING MANAGEMENT PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS NECESSARY TO OBTAIN CERTIFICATE OF OCCUPANCY. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE LENGTH OF HIS CONTRACT, EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND ALARMS TO CONFORM TO LOCAL BUILDING CODE REQUIREMENTS AND LANDLORD REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND /OR MISALIGNMENT IN ACCORDANCE WITH APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. WORK AND /OR CONSTRUCTION OPERATIONS SHALL NOT UNDERMINE THE STRUCTURAL INTEGRITY OF THE BUILDING. THE CONTRACTOR SHALL VERIFY THAT DRAWINGS ARE THE LATEST ISSUE PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL, IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS, APPLY, INSTALL, CONNECT, ERECT, CLEAN AND /OR CONDITION MANUFACTURED ARTICLES, MATERIALS AND /OR EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS. IN CASE OF CONFLICT BETWEEN MANUFACTURER'S INSTRUCTIONS AND THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT BEFORE PROCEEDING. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY OUTSIDE VENDORS INCLUDING BUT NOT LIMITED TO, TELEPHONE, DATA, "OWNER S FURNISHED" ITEMS. CONTRACTOR SHALL COORDINATE EXACT LOCATIONS AND SHALL DO THE CUTTING, FITTING AND PATCHING REQUIRED TO RECEIVE THE WORK OF OTHERS AS SHOWN OR REASONABLY IMPLIED BY THE DRAWINGS AND SPECIFICATIONS. ALL COMBUSTIBLE MATERIALS SHALL MEET APPLICABLE CODES. WOOD SHALL BE FIRE RETARDANT TREATED WHERE REQUIRED BY LOCAL BUILDING CODES. THE CONTRACTOR SHALL PROVIDE BACKFLOW DEVICES AS REQUIRED BY LOCAL, STATE & FEDERAL CODES. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL SEND A COPY OF REDLINED DRAWINGS TO OWNER. THESE DOCUMENTS SHALL NOT BE USED BY ANYONE FOR OTHER PROJECTS, ADDITIONS TO THIS PROJECT, OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY AGREEMENT IN WRITING WITH VALERIO ARCHITECTS AND WITH APPROPRIATE COMPENSATION. CONTRACTOR TO VERIFY ALL EXISTING TO REMAIN, AND DESIGNED PLUMBING, GAS, ELECTRICAL, SPRINKLER AND HVAC SYSTEMS FOR COMPATIBILITY WITH PROJECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. FOR THE REQUIRED FIRE PROTECTION SYSTEM, PROVIDE COMPLETE SHOP DRAWINGS, CATALOG CUT- SHEETS AND CALCULATIONS TO THE ARCHITECT PRIOR TO SUBMITTALS TO GOVERNING JURISDICTIONS. THE DRAWINGS DO NOT ILLUSTRATE EVERY CONDITION. THE DRAWINGS INDICATE LOCATIONS, DIMENSIONS AND TYPICAL DETAILS OF CONSTRUCTION. WORK NOT EXPRESSLY DETAILED SHALL BE OF CONSTRUCTION SIMILAR TO PARTS THAT ARE DETAILED. WHERE DISCREPANCIES OCCUR, THEY SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION. CONTRACTOR TO VERIFY COMBATIBILITY OF ANY EQUIPMENT EXISTING OR SPECIFIED WITH (E) ELECTRICAL VOLTAGE/PHASE AND OTHER UTILITIES. CONTRACTOR TO PROVIDE FIRE EXTINGUISHERS PER LOCAL FIRE DEPT. REQUIREMENTS. PROVIDE ONE EACH 40BC, & 2A -10BC LOCATED WITHIN 75 FT TRAVEL DISTANCE FROM ANY POINT IN THE BUILDING. TOP OF FIR EXTINGUISHER TO MOUNTED NO HIGHER THAN 5' -O" A.F.F. ALL HAND SINKS TO HAVE A SOAP /PAPER TOWEL DISPENSERS. PROVIDE EXIT SIGNS AND EMERGENCY LIGHTS. RE- USE/RELOCATE (E) WHERE POSSIBLE. V.I.F. DIMS. ARE NON CRITICAL DIMS. THAT CLOSE STRINGS OR ARE EXISTING DIMS. AND SHOULD NOT BE USED AS LAYOUT. INFORM THE ARCHITECT OF ANY DISCREPANCIES IN THESE DIMENSIONS. THROU 0 A COMB NAT ON OR PREMIXING AUCETLIED ALL NEW ROOF HVAC UNITS TO BE PROVIDED W /ISOLATION DAMPERS PER CODE. AA. SUBMIT SPRINKLER SYSTEM DRAWINGS TO BLDG. DEPT. FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. BB. CONTRACTOR TO PROVIDE SPRINKLER SHOP DRAWINGS FOR ARCHITECT'S APPROVAL PRIOR TO INSTALLATION. G.G. TO PERFORM ALL SPRINKLER WORK ON A DESIGN -BUILT BASIS UNDER A SEPARATE PERMIT CC. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF A JOB AFTER ITS COMPLETION. CLEANING SHALL INCLUDE THE INTERIOR OF THE BUILDING AND THE PATH OF TRAVELTO THE JOB SITE AND SHALL INCLUDE THE PARKING LOTS, ELEVATORS, LOBBIES AND CORRIDOR CARPET. * *WORK COVERED BY CONTRACT DOCUMENTS** A. WORK NOT PARTICULARLY DETAILED, NOTED OR SPECIFIED, SHALL BE THE SAME AS SIMILAR PARTS THAT ARE DETAILED, NOTED OR SPECIFIED. B. IN THE EVENT OF INCONSISTENCIES AMONG THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL INTERPRET THEM WHEN ASKED TO DO SO BY THE OWNER OR CONTRACTOR. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE RESULTS OF SUCH INTERPRETATIONS MADE BY OTHERS. C. THE GENERAL CHARACTER OF DETAIL WORK IS SHOWN ON THE CONTRACT DOCUMENTS. SUBSEQUENT CLARIFICATIONS MAY BE MADE BY ADDITIONAL LAYOUTS OR LARGE SCALE OR FULL SIZE DETAILS. D. DRAWINGS AND DIAGRAMS FOR MECHANICAL AND ELECTRICAL WORK SHALL BE CONSIDERED AS DIAGRAMMATIC ONLY, NOT TO BE USED FOR ANY STRUCTURAL GUIDANCE OR PHYSICAL LAYOUT. IN CASE OF CONFLICT, UNLESS OTHERWISE NOTED, THE ARCHITECT'S DRAWING SHOWING LOCATIONS FOR MECHANICAL AND ELECTRICAL ITEMS AND APPURTENANCES SHALL TAKE PRECEDENCE. UNLESS OTHERWISE NOTED, IT IS THE INTENTION OF THE E. DRAWINGS AND SPECIFICATIONS FOR ALL WORK, EQUIPMENT, CASEWORK, MECHANICAL, ELECTRICAL AND SIMILAR DEVICES OF WHATEVER NATURE, BE COMPLETELY INSTALLED, HOOKED -UP, MADE OPERATIONAL AND FUNCTIONAL FOR THE PURPOSE INTENDED, AND THAT ALL COSTS FOR THIS BE INCLUDED IN THE CONTRACTOR'S PROPOSAL. F. ALL WORK NOTED "N.I.C." OR "NOT IN CONTRACT' IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE PART OF THE CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR SHALL COORDINATE WITH "OTHER" CONTRACTORS PER REQUIREMENTS ESTABLISHED BY OWNER AND TENANT. * *OWNER FURNISHED PRODUCTS** A. PRODUCTS TO BE FURNISHED AND PAID FOR BY THE OWNER AND INSTALLED BY THE CONTRACTOR ARE INDICATED AS "OWNER SUPPLIED" IN THE EQUIPMENT SCHEDULE. B. OWNER'S RESPONSIBILITIES FOR OWNER FURNISHED PRODUCTS: SUPPLY CONTRACTOR WITH PRODUCT LITERATURE, OWNER REVIEWED. PRODUCT DATA AND SAMPLES. PAY FOR PRODUCT DELIVERY TO SITE. REVIEW DAMAGED PRODUCTS WITH CONTRACTOR PROMPTLY. SUBMIT CLAIMS FOR TRANSPORTATION DAMAGE. REPLACE DAMAGED, DEFECTIVE OR DEFICIENT ITEMS. ARRANGE FOR MANUFACTURER S WARRANTIES, INSPECTIONS AND SERVICE. C. CONTRACTOR'S RESPONSIBILITIES FOR OWNER FURNISHED PRODUCTS: REVIEW SHOP DRAWINGS, PRODUCT DATA AND SAMPLE TO ADEQUATELY ACQUAINT HIMSELF/ HERSELF WITH THE SCOPE OF WORK. REVIEW THE ORDER, SCHEDULE DELIVERY, RECEIVE, UNLOAD AND STORE PRODUCTS AT SITE; INSPECT FOR COMPLETENESS OR DAMAGE. IF ITEMS ARE DAMAGED, GENERAL CONTRACTOR TO NOTIFY ARCHITECT AND OWNER. INSTALL AND FINISH PRODUCTS. REPLACE ANY ITEMS DAMAGED AFTER RECEIPT. UNCRATE, SET IN PLACE, ASSEMBLE, ETC. AS SHOWN ON DRAWINGS. VERIFY ALL APPLIANCE & EQUIPMENT REQUIREMENTS WITH MANUFACTURERS. PROVIDE ALL NECESSARY WALL BACKING, BRACING, ELECTRICAL & PLUMBING SUPPLY, FITTINGS & CONNECTORS TO SUPPORT OR COMPLETE INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECTS APPROVAL. A. B. C. D. E. F. G. H. I. A. B. C. D. E. F. G. **CONTRACTOR USE OF PREMISES* CONSTRUCTION OPERATIONS: LIMITED TO AREAS NOTED ON DRAWINGS. VERIFY TIME RESTRICTIONS FOR PERFORMING WORK WITH LANDLORD. CONSTRUCTION WORK MAY BE SCHEDULED TO BE PERFORMED DURING NORMALBUSINESS HOURS ONLY (UPON APPROVAL OF THE LANDLORD (UNLESS OTHERWISE APPROVED IN WRITTING BY THE LANDLORD). UTILITY OUTAGES AND SHUTDOWN SHALL BE COORDINATED WITH LANDLORD. AT ALL TIMES CONDUCT OPERATIONS TO INSURE THE LEAST INCONVENIENCE TO THE GENERAL PUBLIC COMPLY WITH APPLICABLE CODES AND ORDINANCES FOR SAFETY. ASSUME FULL RESPONSIBILITY FOR THE PROTECTION AND SAFEKEEPING OF PRODUCTS STORED ON THE SITE UNDER THIS CONTRACT. PERFORM DEMOLITION WORK AND SUCH SPRINKLER WORK, CONCRETE SAW CUTTING, PAINTING AND SIMILAR WORK CAUSING EXCESSIVE NOISE, DUST OR ODORS DISTURBING BUILDING OCCUPANTS, OR ANY WORK DISRUPTING TENANTS OR PUBLIC TRAFFIC WITHIN THE BUILDING, AFTER HOURS OR AT TIMES AND IN SUCH A MANNER AS OTHERWISE APPROVED BY LANDLORD. COORDINATE USE OF PREMISES FOR WORK WITH THE LANDLORD. LIMfT USE OF SITE FOR WORK AND STORAGE TO AREAS DESIGNATED UNLESS SPECIFIC ADDITIONAL AREAS ARE ALLOWED IN WRITING BY THE LANDLORD. STANDARDS AND CODES** GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, CODES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE THEREWITH, PROMPTLY NOTIFY THE ARCHITECT THAT NECESSARY CHANGES SHALL BE MADE IN ACCORDANCE WITH THE GENERAL CONDITIONS. IF THE CONTRACTOR KNOWINGLY PERFORMS ANY WORK WHICH IS CONTRARY TO SUCH LAWS, ORDINANCES, CODES, RULES AND REGULATIONS, HE SHALL PROMPTLY MAKE ALL CHANGES AS REQUIRED TO COMPLY THEREWITH AND BEAR ALL COSTS ARISING THEREFROM. IN CASE OF CONFLICTS IN THE REQUIRMENTS OF AUTHORITIES HAVING JURISDICTION, THE MOST RESTRICTIVE REQUIRMENTS SHALL GOVERN WHERE CODES OR REGULATIONS, OTHER THAN THOSE LISTED IN THIS SECTION, ARE REFERRED TO IN VARIOUS SECTIONS OF THE SPECIFICATIONS. IT SHALL BE UNDERSTOOD THAT THEY APPLY TO THIS WORK AS FULLY AS IF CITED HEREIN. G.C. TO COMPLY W/ ALL RULES & REGULATIONS FOUND IN LANLORD'S TENANT CRITERIA CONSTRUCTION MANUAL. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING WHICH DO NOT COMPLY WITH THE APPLICABLE CODES. ALL APPLICABLE PERMITS (BUILDING, HAZARDOUS MATERIAL, ETC.) MUST BE OBTAINED PRIOR TO OCCUPANCY. • A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. 5. T. U. V. W. X. Y. Z. AA. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS OTHERWISE NOTED. DIMENSIONS MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF FINISHES INCLUDING CERAMIC TILE, VCT, ETC. DIMENSIONS MARKED "CLEAR" ARE TO BE WITHIN 1/8" ALONG FULL HEIGHT AND FULL WIDTH OF WALLS. DIMENSIONS ARE AS FOLLOWS, UNLESS NOTED OTHERWISE: — TO FINISHED FACE OF GYPSUM BOARD —TO INSIDE FACE OF JAMB AT DOORS AND OTHER OPENINGS —TO TOP OF FINISHED FLOORS —TO BOTTOM OF FINISHED CEILINGS —TO INSIDE FACE OF FINISHED MILLWORK DIMENSIONS SHOWN AS V.I.F. SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD BY LAYING OUT THE PARTITIONS. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY IN DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK IN THAT AREA. NEW GYPSUM BOARD CONSTRUCTION ADJOINING EXISTING CONSTRUCTION IN THE SAME PLANE SHALL BE FLUSH WITH NO VISIBLE JOINTS, UNLESS OTHERWISE NOTED. FOR BUILT -IN WORK SURROUNDED BY PARTITION, INCLUDING BUT NOT LIMITED TO APPLIANCES AND FILES, CONTRACTOR SHALL CONFIRM THAT FLOOR SLAB DOES NOT VARY BY MORE THAN 1/4" IN 20' -ON NON- CUMULATIVE. NOTIFY ARCHITECT IF THIS TOLERANCE IS EXCEEDED. PROVIDE FLASHING AT ALL VERTICAL JOINTS BETWEEN THE WALL AND THE FOLLOWING PIECES OF EQUIPMENT: COILING SHELVING AND OTHER WALL HUNG ITEMS, BUILT -IN MILLWORK, ETC. SHALL HAVE BACKING OR OTHER SUITABLE BLOCKING. VERIFY ALL LOCATIONS WHERE REQUIRED. CONTRACTOR TO EXAMINE (E) WALL CONDITIONS TO DETERMINE IF FURRING WALL IS REQUIRED FOR LEVEL, EVEN, PLUMB, SMOOTH FINISH. IF FURRING IS REQUIRED, INCLUDE IN BID PRICE. CONTRACTOR TO EXAMINE (E) GYPSUM BOARD WALLS TO DETERMINE AREAS THAT WILL NEED TO BE REMOVED AND REPLACED OR SALVAGED AND REFINISHED. INCLUDE IN BID PRICE. ALL WALLS TO HAVE 5/8" GYP. BD., TYP. U.Q.N. USE WATER RESISTANT GYPSUM BOARD AT ALL AREAS SUBJECT TO MOISTURE OR WHERE TILE IS USED AND IN RESTROOMS. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN RATING. FIELD MEASURE AS REQ'D. FOR ALL GLAZING AND MILLWORK CONDITIONS PRIOR TO FABRICATION. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. COLUMN LINES(GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FINISH FLOOR, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN AIR GRILLES, DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO BUILDING AIR DISTRIBUTION SYSTEMS. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED 4" FROM ADJACENT PARTITIONS. ALL INTERIOR PARTITIONS SHALL BE TAPED AND SANDED SMOOTH TO RECEIVE PAINT OR WALL COVERING. CONTRACTOR SHALL USE 3 5/8" METAL STUDS MINIMUM AT ALL PLUMBING WALLS. CONTRACTOR TO VERIFY ACTUAL DEPTH REQUIRED. ANY DISCREPANCIES SHALL BE REPORTED TO ARCHITECT. ALL HOT WATER LINES SHALL BE PROPERLY INSULATED. SEE PLUMBING DRAWINGS. ALL PLUMBING WORK SHALL CONFORM TO WIC CUSTOM STANDARDS. VERIFY FIELD CONDITIONS, SIZES AND LOCATIONS OF ALL PLUMBING, STRUCTURAL ELEMENTS AND OTHER APPLICABLE ITEMS (DUCTS, PIPES, SPRINKLERS, ETC.). NOTIFY ARCHITECT OF INADEQUATE CLEARANCES PRIOR TO FRAMING WALLS, FLOORS, ETC. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED FOR MECHANICAL DUCTS, PLUMBING RUNS, ETC. ACCESS PANELS ARE TO BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. CONTRACTOR TO VERIFY LOCATION OF ALL THERMOSTATS W /ARCHITECT PRIOR TO INSTALLATION. WHEN USED, ALL NOISE BARRIER BATTS (SOUND INSULATION) AND INSULATION BATTS SHALL BE NON - COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE OZONE DEPLETING COMPOUNDS. A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. S. T. U. V. ENSURE THAT SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. COMMENCEMENT OF WORK SHALL INDICATE INSTALLER'S ACCEPTANCE OF SUBSTRATE. CONTRACTOR TO VERIFY FINISHED CONDITION AND LEVEL OF FLOOR TO RECEIVE NEW FINISHES TO BE WITHOUT BOWING AT FLOOR OR WALL BASE. LEVEL FLOOR W/ LT. WT. CONCRETE AS REQURED IN BASE BID. CONTRACTOR IS RESPONSIBLE FOR ALL FLOOR PREPARATION REPAIR AND PREPARE EXISTING SURFACES SCHEDULED TO REMAIN AS NECESSARY FOR APPLICATION OF NEW FINISHES. CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/ OR CEILINGS, AND REPAIR ALL DAMAGES CAUSED BY THE CONTRACTOR. THE CONTRACTOR SHALL PATCH SURFACES TO MATCH ADJACENT IN A MANNER SUITABLE TO RECEIVE FINISHES. CONTRACTOR TO INSURE DELIVERY AND INSTALLATION OF CASEWORK AND FINISH CARPENTRY WILL NOT BE DAMAGED BY OTHER CONSTRUCTION WORK. ALL CODE - REQUIRED LABELS SUCH AS "UL ", FACTORY MUTUAL OR ANY EQUIPMENT IDENTIFICATION, PERFORMANCE RATING, NAME OR NOMENCLATURE PLATES SHALL REMAIN READABLE AND NOT PAINTED. COORDINATE WITH OWNER'S DESIGNATED REPRESENTATIVE FOR DELIVERY AND PLACEMENT OF ALL FURNITURE AND WALL -HUNG EQUIPMENT. PROVIDE ADEQUEATE BACKING INSIDE WALLS AS REQ'D. ALL GYPSUM BOARD SURFACES SHALL BE TAPED AND FEATHERED SMOOTH TO RECEIVE A MINIMUM OF ONE COAT SEALER AND TWO COATS OF PAINT TO COVER. REFER TO FINISH SCHEDULE FOR SPECIFIED FINISHES. REFER TO FIXTURE SCHEDULE FOR MOUNTING HEIGHT REQUIREMENTS. NO FINISH SUBSTITUTIONS MAY BE MADE WHERE PAINT COLORS CHANGE, CORNERS ARE TO BE CUT -IN FREE OF OVERLAPPING ALL FINISHES ARE TO BE APPLIED IN STRICT ACCORDANCE TO MANUFACTURER'S SPECIFICATIONS FOR THAT PARTICULAR SURFACE CLASSES OF MATERIALS BASED UPON THEIR FLAME CHARACTERISTICS SHALL BE SET PER APPLICABLE CODES. THE MAXIMUM FLAME SPREAD CLASSIFICATION OF FINISH MATERIALS USED ON INTERIOR WALLS AND CEILINGS SHALL NOT EXCEED THAT SET FORTH IN TABLE 8 -A SMOKE DENSITY OF MATERIALS SHALL BE NO GREATER THAN 450 WHEN TESTED IN ACCORDANCE WITH THE APPLICABLE CODE. APPLICATION OF CONTROLLED INTERIOR FINISHES SHALL BE IN CONFORMANCE SUBMIT THE FOLLOWING SAMPLES FOR ARCHITECT'S APPROVAL: 1.(3) 12" X 12" SAMPLES FOR ALL PAINT, VINYL AND FABRIC FINISHES AND COLORS APPLIED TO A SUBSTRATE WHICH IS REPRESENTATIVE OF THE SURFACE TO BE FINISHED. SUBMIT PAINT SAMPLES FROM THE PAINT LOT OR LOTS INTENDED FOR APPLICATION 2.(1) 24" X 24" MOCK -UP WITH SAMPLE SEAM (CENTERED) OF ALL FABRIC AND VINYL FINISHES AND COLOR 3.(3) 12" X 12" SAMPLES OF ALL FLOOR COVERINGS 4.SUBMIT ACTUAL CUTTINGS OF EACH PRODUCT FOR COLOR! QUALITY CONTROL AS FOLLOWS: SUBMITTAL LIST DIV. 8 DOORS, FRAMES & HARDWARE DIV. 9 MILLWORK & METAL RAIL WORK FLOOR COVERING PAINT LIGHT FIXTURE SWITCH PLATE CEILING TILE CEILING GRID RAISED FLOOR ACCORDION PARTITION MECH., ELEC. & PLUMB. ITEM SUBMITTALS ALL PAINT FINISHES OF METAL PARTS OF DOORS, HANDRAILS, PERIMETER ENCLOSURES, ETC. SHALL BE SEMI - GLOSS, UNLESS OTHERWISE NOTED ALL VCT TO BE INSTALLED WITH FULL TILE FROM VINYL THRESHOLD STRIP ( #CRS -XX -A) AND FULL TILE FROM WALL ADJACENT TO DOOR SWING, UNLESS OTHERWISE NOTED WHERE FLOOR MOUNTED OUTLETS ARE REQUIRED ON CARPETED AREA, CUT THE CARPET IN AN "X" OVER THE HOLE AND CARPET OVER. THIS WILL ALLOW CARPET PATCHING WHERE OUTLETS ARE -LATER CAPPED. DO NOT TRIM THE CARPET. PROVIDE AND INSTALL SPECIFIED BASE FOR ALL AREAS TO RECEIVE FLOORING. COORDINATE INSTALLATION OF BASE WITH MILLWORK. DELETE BASE AT WALL WHERE BUILT -IN CABINETS ARE INDICATED SUBMIT SAMPLES TO ARCHITECT BEFORE PLACING FULL ORDERS WHERE MATERIALS ARE NOT RETURNABLE. NOTIFY VALERIO ARCHITECTS IMMEDIATELY OF LONG LEAD TIME ORDER ITEMS CONTRACTOR SHALL PROVIDE PRE- FORMED RUBBER BASE CORNERS. DO NOT CUT OR BEND STRAIGHT BASE TO MAKE CORNERS. REVIEWE FOR � ®� �P ir D NCE &pp MAY 1 ion of Tukwsla BUILDING DOORS AND EXITS A. B. C. D. E. F. G. H. I. J. PER APPLICABLE CODE, GLASS DOORS, ADJACENT GLAZING PANELS AND ALL GLAZED OPENINGS WITHIN 18 INCHES OF THE ADJACECENT FLOOR SHALL BE OF GLASS APPROVED FOR IMPACT HAZARDS. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING ANY HAZARDOUS AREA OR WHEN THE AREA SERVED HAS AN OCCUPANT LOAD OF 50 OR MORE PEOPLE. ALL EXITS ARE TO BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE. PROVIDE A SIGN ON OR NEAR THE MAIN EXIT DOOR READING: "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." ALL HARDWARE SHALL BE INSTALLED 3 FEET ABOVE FINISH FLOOR, UNLESS OTHERWISE NOTED. CONTRACTOR TO VERIFY AND MATCH EXISTING CONDITIONS. ALL HARDWARE TO BE LEVER -TYPE PER APPLICABLE CODE , THE ADA, AND LOCAL AUTHORITIES. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. PROVIDE WEATHER SEALS ON ALL EXTERIOR DOORS PER ANSI STANDARDS. MAXIMUM UNDERCUT OF ALL DOORS NOT IN A RATED CORRIDOR SHALL NOT EXCEED 1/2" IN HEIGHT ABOVE FINISH FLOOR SURFACE. THRESHOLDS SHALL NOT EXCEED 1/2" IN HEIGHT AND MUST BE FULLY ACCESSIBLE. CONTRACTOR SHALL REFINISH ANY BLEMISHED DOOR OR REPLACE SAID DOOR IF NOT ABLE TO REFINISH TO "AS NEW" CONDITION. Valerio Architects Architecture, Design & Planning OAKLEY 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.89fi5 url: WWW.valerioarchitects.com Email: info ©valerioarchitects.com 9143 REGISTERED ARCHITECT NICCOLO VALERIO STATE OF WASHIN PROJECT SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TU KW I LA, WA 98188 Date DESCRIPTION 04/18/08 LL Review/ Permit/ Bid Set This document contains information proprietary to Valerio Architects and is fumished in confidence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valeria Architects. RECEIVEh General Notes APR 3 0 Z008 Doors And Exits PERMITCENTEI- Partition Notes Finish Notes Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 04/18/08 04/18/08 AS SHOWN 586-08-29 NB 586 -A0.2 -NOTES Valerio Architects Arc i cc rk; Design & Planning OAKLEY Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90038 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: info@valerioarchitects.com 9143 REGISTERED ARCHITECT NICCOLO VALERIO STATE OF WASHI PROJECT SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TUKWILA, WA 98188 L Date DESCRIPTION 04115/00 LL Review/ Permit/ Bid Set This document contains information proprietary to Valeria Architects and is furnished in confidence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerio Architects. Accesibility Notes SCE` RCP Notes RE Fire Notes APR 3 ° x00 Elect. Notes PERMIT CENTEh Vendor List 04/18/08 04/18/08 AS SHOWN 586-08-29 NB 586 -A0.3 -NOTES POWER & SIGNAL NOTES RCP NOTES ACCESSIBILITY NOTES PROVIDE 1 -HOUR FIRE PROTECTION AT ALL OUTLETS AND A. REFER TO MECHANICAL, ELECTRICAL DRAWINGS AND A. THE CENTER OF RECEPTACLE OUTLETS SHALL BE NOT LESS SWITCHES LOCATED IN 1 -HOUR RATED PARTITIONS. SPECIFICATIONS FOR DESIGN OF THESE SYSTEMS (DUCT SIZES, THAN 12 INCHES ABOVE THE FLOOR OR WORKING PLATFORM. CIRCUITING, ETC.) LOCATIONS OF FIXTURES, REGISTERS, ALL TELEPHONE AND DATA CABLE TO BE TEFLON COATED SWITCHES, ETC. SHALL BE AS SHOWN ON THE ARCHITECTURAL B. THE CENTER OF FIRE ALARM INITIATING DEVICES SHALL BE PLENUM RATED CABLE, SUPPORTED INDEPENDENTLY FROM PLANS AND DETAILS. NOTIFY ARCHITECT OF ANY LOCATED 48 INCHES ABOVE THE LEVEL OF THE FLOOR, . SUSPENDED CEILING SYSTEM. CABLING TO BE SUPPLIED BY DISCREPANCIES AND OBTAIN CLARIFICATION PRIOR TO WORKING PLATFORM, GROUND SURFACE, OR SIDEWALK. G.C., ALL PULLS AND TERMINATIONS BY CLIENTS VENDOR. COMMENCING CONSTRUCTION. C. ALL EMERGENCY EXITING ALARM AND SIGNAGE TO COMPLY ALL SEPARATE CIRCUIT RECEPTACLES TO BE ORANGE COLOR B. ALL PLUMBING, STRUCTURAL ELEMENTS AND OTHER WITH FEDERAL, STATE, AND MUNICIPAL CODES FOR WITH GRAY STAINLESS STEEL COVER PLATE. APPLICABLE ITEMS (DUCTS, PIPES, SPRINKLERS, ETC.). NOTIFY ACCESSIBILITY. ARCHITECT OF INADEQUATE CLEARANCES FOR CEILING ALL NEW WALL MOUNTED OUTLETS TO BE CENTERED AT +18" LAYOUT. D. GENERAL CONTRACTOR SHALL ALLOW FOR APPLIED FINISH AFF, U.O.N. DIMENSIONS IN ADDITION TO STANDARD CONSTRUCTION C. ALL REGISTER AND LIGHTING FIXTURES SHALL OCCUR WITHIN TOLERANCES IN ACHIEVING - ALL ACCESSINILITY CLEARANCES ALL OUTLETS TO BE INSTALLED AT LOCATIONS SHOWN BY GRID LINES. SPRINKLER HEADS, INCANDESCENT FIXTURES OR PER DRAWINGS AND /OR ADA GUIDELINES. DIMENSIONS ON THE POWER & SIGNAL PLAN. DIMENSION ALL OTHER CEILING ELEMENTS SHALL BE LOCATED AT THE CENTER OUTLETS FROM THE CENTER LINE OF THE OUTLET BOX. OF ACOUSTICAL TILES, U.O.N. E. EMERGENCY WARNING SYSTEMS SHALL COMPLY WITH ADA NON - DIMENSIONED OUTLETS ARE TO BE LOCATED AT THE REQUIREMENTS FOR THE HEARING IMPAIRED. VISUAL WARNING NEAREST WALL STUD. D. RELOCATED EXISTING SPRINKLER HEADS TO REMAIN AS STROBE LIGHTS TO BE DESIGNED TO HAVE A FREQUENCY OF NECESSARY TO COMPLY WITH NFPA 101 REQUIREMENTS. NOT MORE THAN 60 FLASHES PER MINUTE. WHEN OUTLETS ARE GROUPED TOGETHER (2 OR MORE), THEY SPRINKLERS HEADS SHALL BE RELOCATED AND OR INSTALLED ARE TO BE SPACES NO MORE THAN 2" APART. BY A LICENSED AUTOMATIC FIRE SPRINKLER CONTRACTOR. COORDINATE TELEPHONE/ DATA INSTALLATION WITH E. CONTRACTOR TO PROVIDE SPRINKLER SHOP DRAWINGS FOR APPROPRIATE SUB - CONTRACTOR ARCHITECT'S APPROVAL PRIOR TO INSTALLATION. G.C. TO PERFORM ALL SPRINKLER WORK ON A DESIGN -BUILT BASIS WHERE ELECTRICAL WORK IS SPECIFIED IN CONJUNCTION WfTH UNDER A SEPARATE PERMIT CABINET WORK, LAMPS AND FIXTURES ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. F. ALL LIGHTS MUST BE SUSPENDED INDEPENDENT OF CEILING GRID SYSTEM. CUT -OUTS FOR SWITCHES, OUTLETS, ETC. AS REQUIRED BY THE CABINET CONTRACTOR ARE TO BE COORDINATED WITH G. REFER TO A3.1 FOR CEILING LAYOUT. REFER TO ELEC. DWGS. THE ELECTRICAL CONTRACTOR, U.O.N. ALL RECEPTACLES FOR SPECIFICATIONS OF BUILDING STANDARD LIGHT FIXTURES, WHERE MILLWORK OCCURS SHALL BE LOCATED PER SWITCHES, EXIT SIGNS, ETC. ELEVATIONS OF THE MILLWORK ITEM IN QUESTION. H. ALL JUNCTION BOXES AND MECHANICAL EQUIPMENT ALL WALL COVER PLATES SHALL BE BRUSHED STAINLESS REQUIRING ACCESS FOR SERVICE SHALL BE LOCATED OVER STEEL W/ GREY OUTLETS. CUTOUTS FOR SWITCHES, OUTLETS, ACOUSTICAL CEILINGS. NO ACCESS HATCHES SHALL BE ETC. AS REQUIRED BY THE CABINET CONTRACTOR ARE TO BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR COORDINATED WITH THE ELECTRICAL CONTRACTOR, U.O.N. APPROVAL BY ARCHITECT. ALL RECEPTACLES WHERE MILLWORK OCCURS SHALL BE LOCATED PER ELEVATIONS OF THE MILLWORK ITEM IN I. NO COMBUSTIBLE MATERIALS SHALL BE USED IN THE PLENUM QUESTION. SPACE, INCLUDING ALUMINUM FLEX, ALUMINUM CONDUIT, AND POT METAL CONNECTORS. LOCATIONS OF FURNITURE POWER FEEDS SHALL ACCOMMODATE CIRCUITS & WIRE PER ELECTRICAL DRAWINGS. J. PROVIDE SWITCHES AND LIGHT SENSORS FOR OPEN AREAS TENANT SHALL BE RESPONSIBLE FOR PROVIDING FURNITURE AND PRIVATE OFFICES. ACTUAL LOCATION OF ALL SWITCHES POWER FEED. GENERAL CONTRACTOR SHALL INSTALL THE TO BE DETERMINED BY ELECTRICAL ENGINEER. POWER FEED. K. PLACEMENT OF LIGHT FIXTURES IN AREAS WHERE MAIN DUCTS WHERE DEDICATED ELECTRICAL OUTLETS ARE NOTED WITHIN MAY CAUSE INTERFERENCE MUST BE APPROVED BY ARCHITECT THE FURNITURE PANEL SYSTEM, THE PANEL SYSTEM SHALL PRIOR TO INSTALLATION. ACCOMMODATE THIS REQUIREMENT. LOCK OUT ALL DEDICATED CIRCUITS ON THE PANEL SYSTEM. L. LOCATIONS OF CEILING DEVICES, SUCH AS AIR DIFFUSERS, GRILLES, LIGHT FIXTURES, ETC., SHALL BE AS SHOWN ON ALL EXISTING ELECTRICAL DEVICES ARE TO REMAIN U.O.N. ARCHITECTURAL REFLECTED CEILING PLAN. WHERE DISCREPANCIES OCCUR, THE ARCHITECTURAL PLAN SHALL WHERE EXIT SIGNS ARE REQUIRED (APPLICABLE CODE), THEY GOVERN. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOR SHALL BE ILLUMINATED PER APPLICABLE CODES. THE CLARIFICATIONS. LOCATION SHALL BE COORDINATED WITH THE ARCHITECT. M. CONDUIT ABOVE CEILING MUST BE A MINIMUM OF 12" ABOVE PROVIDE BACK -UP POWER FOR EXIT SIGNS PER UBC THE CEILING GRID. SECTION 1012 N. VERIFY ACTUAL CEILING GRID LOCATION AND NOTIFY VALERIO EMERGENCY LIGHTING SHALL BE 2 SEPARATE SOURCES OF ARCHITECTS OF ANY DISCREPANCIES. POWER AND SHALL COMPLY WITH THE NEC. O. MOUNT LIGHT SENSORS WITHIN 12" OF EDGE OF DOOR SWING & WHEN PLYWOOD BACKBOARDS ARE REQUIRED IN TELEPHONE MAINTAIN CONSISTENT DIMENSION THROUGHOUT. AND ELECTRICAL EQUIPMENT ROOMS, THEY SHALL BE PAINTED MATCH ADJACENT WALL. THE CENTER OF SWITCHES SHALL BE NO MORE THAN 48 INCHES ABOVE THE FLOOR. VERIFY AND MATCH EXISTING. BUILDING & FIRE NOTES CENTER LINE OF 15, 20, AND 30 AMP RECEPTACLES SHALL NOT BE LESS THAN 18 INCHES CENTERED ABOVE FLOOR. FLOOR OUT LETS ARE ACCEPTABLE NEXT TO SLIDING PANELS/ WALLS AND OTHER SPECIAL CONVENIENT LOCATIONS. A. DOOR OPENINGS INTO A ONE -HOUR FIRE - RESISTIVE CORRIDOR SHALL BE PROTECTED WITH A SMOKE OR DRAFT -STOP FIRE Do%/02.,,_00 EXIT ILLUMINATION SHALL BE FROM AN EMERGENCY SYSTEM ASSEMBLY HAVING A MINIMUM 20- MINUTE RATIN, SELF - CLOSING. `r WHERE EXITING SYSTEM SERVES AN OCCUPAN LOAD OF 100 OR MORE. B. INTERIOR WALL AND CEILING FINIUSHES SHALL NOT EXCEED A FLAME SPREAD CLASSIFICATION OF 75. C. EXIT DOOR SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING 50 OR MORE OCCUPANTS AND IN ANY HAZARDOUS AREA OR GROUP H OCCUPANCY. D. EXIT DOORS SHALL BE A MINIMUM OF 3' -O" x 6' -8" AND BE CAPABLE OF OPENING AT 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE EXIT WAY IS NOT .. LESS THAN 32 ". REVIEWED FOR I E. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING NOT CODE COMPLIANCE LESS THAN 2-A R 2-Al OBC WITHIN 75 FEET TRAVEL H TO ALL PORTIONS OF THE BUILDI G EACH APPROVE[ AND AFTER CONSTRUCTION. F. PROVIDE FIRE EXTINGUISHER AS REQUIRED BY THE FIRE MAY 1 5 2008 DEPARTMENT FIELD INSPECTOR. G. ALL FIRE ALARM DEVICES TO BE RED. City Of Tukwila BUILDING DIVISION VENDOR LIST 1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING DELIVERY AND INSTALLATION DATES WITH ALL VENDORS AT BEGINNING OF PROJECT. CONTRACTOR SHALL PROVIDE UPDATED WRITTEN CONSTRUCTION SCHEDULE TO ALL VENDORS. 2. THIS LIST IS FOR REFERENCE ONLY - NOT ALL OF THESE VENDORS ARE INVOLVED ON ALL OAKLEY RETAIL PROJECTS - GC TO CONTACT EACH VENDOR INDIVIDUALLY TO VERIFY EACH VENDOR'S INVOLVEMENT WITH THIS PROJECT - DO NOT DISTRIBUTE FULL SETS OF PLANS TO EACH OF THESE VENDORS IF NOT SPECIFICALLY REQUIRED. PRODUCT COMPANY CONTACT STREET NAME/SURE CITY STATE ZIP PHONE FAX EMAIL CASHWRAP OAKLEY MARK CARLSTROM 1 ICON FOOTHILL RANCH CA 92610 (949) 279-7864 (949) 672-6098 MARKC @OAKLEY.COM STEEL CLADDING, METAL DECKING, STEEL BASE, AND CALIFORNIA SHEET METAL MIKE DEAL 860 NATIONAL DR. SUITE iY20O SACRAMENTO CA 95834 (916) 924-0494 (916) 924-0493 DEALHOME @SUREWEST.NET METAL SLAT DISPLAY WALLS STORAGE RACKS GRANITE DISTRIBUTION SOLUTIONS, INC. TIM FREE 3943 IRVINE BLVD., #507 IRVINE CA 92602 (714)389.4045 (714) 389.4046 TFREE @GRAN[TEDS -COM OAKLEY ELECTRICIAN OAKLEY MARK CARLSTROM 1 ICON FOOTHILL RANCH CA 92610 (949) 279-786.4 (949) 672 -6098 MARKC @OAKLEY,COM AUDIO /VISUAL STATION BOSE JEFF CLANIN 20785 W. SENTINEL DR. BUCKEYE AZ 85326 (623)882 -2385 (623) 882 -2385 JEFF CLAN IN @BOSE.COM LOCKS AND KEYS SCSC JOHN STARNS 11900 SOUTH ST., UNIT 120 CERRITOS CA 90703 (562) 865.4019 (562) 865 -7784 JSTARNS822 @AOL,COM SIGNS OAKLEY MARK CARLSTROM 1 ICON FOOTHILL RANCH' CA 92610 (949) 279.7864 (949) 672.6098 MARK @OAKLEY.COM THEFT DETERRENT SYSTEM SENSORMATIC /ADT MICHAEL UPTON 24002 SILVERBAY DRIVE LAKE FOREST CA 92630 (949) 770-1880 (949) 454 -8105 MUPTON @TYCOINT.COM ALARM CREATIVE CONCEPT SOUND SOLUTIONS ROXANN MELVILLE 72 ARGONAUT #120 ALISO VIEJO CA 92656 ( 855.8055 (949) 855 -8851 SECURITY@CCSS.TV CARPET OAKLEY MARK CARLSTROM 1 ICON FOOTHILL RANCH CA 92610 (949) 279-7864 (949) 672-6098 MARKC @OAKLEY,COM ARDEX FLOORING ARDEX ENGINEERED CEMENTS BEN MACK 400 ARDEX PARK DR. ALIQUIPPA PA 15001 (724) 203.5054 (724) 203 -5001 SMACK @ARDEX COM Valerio Architects Arc i cc rk; Design & Planning OAKLEY Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90038 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: info@valerioarchitects.com 9143 REGISTERED ARCHITECT NICCOLO VALERIO STATE OF WASHI PROJECT SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TUKWILA, WA 98188 L Date DESCRIPTION 04115/00 LL Review/ Permit/ Bid Set This document contains information proprietary to Valeria Architects and is furnished in confidence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerio Architects. Accesibility Notes SCE` RCP Notes RE Fire Notes APR 3 ° x00 Elect. Notes PERMIT CENTEh Vendor List 04/18/08 04/18/08 AS SHOWN 586-08-29 NB 586 -A0.3 -NOTES DOOR TYPES DOOR SCHEDULE NO. SIZE QUANT TYPE DESCRIPTION FRAME FINISH HARDWARE REMARKS WIDTH THICK HEIGHT 1 8'-0" (PAIR, 4'-0") 1/2" 5'-0 1 A CLEAR FRAMELESS, WITH CLEAR 'TRANSOM ABOVE NONE POUSHED EDGES 3 CLR TEMPERED i. OFFSET PIVOTS - PER 0: 800-421-6144 EXT. 777 2. 1 1JB" X 18" BRUSHED ALUM. OFFSET PUSH/PULL HANDLES C 1. CONTRACTOR TO FIELD MEASURE PRIOR TO FABRICATION 2. PROVIDE SIGN ABOVE DOOR "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HRS." 2 3' -0" T -0" 1 B HC MIL. DOOR WELDED P3 NONE i. N E LOCK: SCHLAGE "L" SERIES LEVER 03B TRIM, 626 FINISH LATCHING HARDWARE L9453, KEYED LEVER/ DEAD BOLT. 2. HINGES: (3) 4 "(10cm} 450 T88 3. DOOR STOP: SUPPLIED BY OWNER 4. CLOSER: NORTON 8581 BF "1• CONSTRUCTION CORES, LOCKS, AND CYLINDERS SUPPLIED BY OAKLEY, INSTALLED BY CONTRACTOR 2. (4) CLOTHES HOOKS. ON OUTSIDE OF DOOR ONLY 3. DOOR HUNG @1' 0 DOO " A.F.F. 4. DOOR FRAME 1O' -0 " "H. }( 3' -0 "" W. CASE OPENING. WELD 1/2 "" MTL STOP TO FRAME. STOP TO MATCH HT. OF DOOR S 5. DRESSING ROOMS \ / % \ / ! \ \\ a o rn c m a -6 = U \ \ m / / / / \ Q O r / 3 3 -0" 1 3/4" 5' -0" 1 C HC MU. DOOR WELDED CASE OPEN- ( ING) P3 NONE 1. ENTRY LOCK: SCHLAGE "L" SERIES LEVER 0 38 TRIM, 626 FINISH LATCHING HARDWARE L9010, PASSAGE LATCH. 2. HINGES: (3) 4" 150 T88 3, DOOR STOP: W12 1/2 DOME FLOOR STOPS 4. CLOSER: NORTON 8581 BF 1. CONSTRUCTION CORES, LOCKS, AND CYLINDERS SUPPLIED BY OAKLEY, INSTALLED BY CONTRACTOR 2. OFFICE/ STOCKROOM DOORS N \ e e e 4 8! (4) CLOTHING FLOOR MO DOOR STOPS }. ON OUTSIDE OF THE p !$• CL w / / 18" H. BRUSHED ALUM. PUSH/ PULL HANDLES cl CL \ - q - o DOOR m 4 3' -0" 13/4" 7' -0" 1 B HC MTL. DOOR WELDED STL (E] NONE G.C. TO VERIFY: \ / O T A. B. C. FINISH SCHEDULE SYMBOL DESCRIPTION MANUFACT. CAT. NAME/# FINISH 1 COLOR COMMENTS FLR1 SEALED CONC. FLR. RADONSEAL RADONSEAL STANDARD FLOOR PREP: i. FLOOR SAND WrTH 36 GRrr BUFFERS THEN WITH 6o GRrf BUFFERS. 2 CLEANNACUUM. 3. MOP FLOOR W ITH WATER TO MAKE SURFACE DAMP. 4. USING A GARDEN SPRAYER, APPLY 1ST COAT IN A THIN, BUT CONTINUOUS 5. O NOTES, O RETURNT05 D TARTINGPOINTANDAPPLYSECOND APPLICATION WHILE DAMP. ROLL -OUT ANY PUDDLES. 6. WAIT 6 -10 HRS, WASH OFF AND SCRUB SURFACE WITH DECK BRUSH OR MECHANICAL SCRUBBER, AND WITH PLENTY OF WATER IN ORDER TO REMOVE ANY RESIDUE FROM OVERAPFi_icaTION. LIGHT F I T U R E SCHEDULE FIX. NO QTY. SYMBOL DESCRIPTION MANUFACTURER CATALOG NO. FINISH /COLOR LAMP TYPE LAMP WATT. REMARKS Fl A 5 LOW VOLTAGE MINIATURE SHALLOW HOUSING RECESSED DOWNLIGHT (OWNER SUPPLIED FIXTURE) LITON LSH -1499 (HOUSING)/ LR 1409N (I HIM) NATURAL MR16 37W ALUM. PAINT BAFFLE REFLECTOR AND TRIM RING, THERMAL PARTITION, UNIVERSAL HOUSING, ADJUSTABLE HANGER BART HOUSING /SOCKET MOUNTING PLATE, UL LISTED. FLR2 EXPOSED CONC. FLR. UNFINISHED STOCK ROOM OFFICE FLR3 CARPET TILE BENTLEY PRINCE ST. KINGS RD STYLE:8KR4206301 COLOR: BASALT880314 DRESSING ROOMS. PROVIDE RUBBER REDUCER TRANSITION STRIP @CARPET TO CONC. TRANS. INSTALL 1" RUBBER TILE/ CARPETJOINE I9 @ TILE TO CARPET TRANSITION 12"X24" PORCELAIN TILE DALTLE ARDESIA #P027 DIAMANTE SERIES UNFINISHED PRODUCTS: #9 NATURAL GRAY 1/8" MATTE GROUT: CUSTOM BUILDING PRODUCTS: #9 NATURAL GRAY SALES AREA INSTALL W! RUNNING PATTERN 3 + • ■ WATERPROOF (OWNER - + 1440A TURTLE SHELL ! CLR COPPER-FREE ALUM. BODY, ALUM. REFLECTOR, LENS ATTACHED CAST-WIRE GUARD, UL LISTED 1 SURFACE • ■ WRAPAROUND FLUORESCENT ■ ' WRAPAROUND ■ LENS, FUSED, UL LISTED PACK FUR5 LIGHTWEIGHT CONC. TOPPING SLAB ARDEX SD-T - ■ EX FC-P FLOOR POLISH 12" STL CLADDED BASE TRIM . • HOT ROLLED, 16 GA. STL NO FIN SALES AREA DFIESSING ROOMS. OWNER ■ SALES AREA DRESSING ROOMS. SPIRITS" MITER BASE 45° AT CORNERS AND SMOOTFI EDGES. USE "MINERAL TO REMOVE TAPE MARKS ON BASE F4 3 4' -0" CHAIN HUNG (1) TUBE FLUORESCENT LIGHT, ELECTRONIC BALLAST, WIREGUARD, FUSED, NARROW WIDT H CHANNEL LIGHTOLIER OR EQ. SN4S132HPF120HIGLR F32T8 /SP35 /IS/WM/ ECU 32W HINGED WRAPAROUND FUSED, EMERG. BATTERY PACK 6" RUBBER BASE BURKE MERCER #6CV-660P SLATE MGR. OFFICE PLASTIC LAM INATE FORMICA STORM / MATTE FINISH RESTROOM. mi MTL CLADDING CUSTOM CALIF. SHEET NITL. HOT ROLLED, 16 GA. STL NO FIN. 1. WATER PROOFING SEALER IS REQ'D. (EXTERIOR) 2. STOREFRONT. CALL MIKE DEAL@ CALIF. SHEETMTLFORFULL INFO F5 INCANDESCENT DIRECTIONALMONDPDINTFIXTURE (OAKLEY SUPPLIED FIXTURE) LIGHTOLIER 8119WH WHITE T4.5 CMH (M130) 39W • - • ■ PAINT BENJAMIN MOORE BLACK (FLAT) ALL ITEMS ABV. TRANSITION LINE INCLUDING MECH., ELEC.,ETC TO BE PAINTED. WHERE EXP. CEIL. OCCURS. 2 COATS 0/ PRIMER. NO DRYFALL PAINT PAINT BENJAMIN MOORE SUPER WHITE (EGGSHELL) GENERAL WALL COLOR. 2 COATS 0/ PRIMER F6 0 TRACK MOUNTED FLUORESCENT WALL WASH (OAKLEY SUPPLIED FIXTURE) LIGHTOLIER 9276 WHITE 2x24W T5 52W PLUG-IN TRACK MOUNTED SPOT FIXTURE. UL LISTED PAINT BENJMIN MOORE , SOOT (SEMI - GLOSS) DOORS AND FRAMES FAINT BENJAMIN MOORE RM 39.4 PLATINUM GRAY STOREFRONT POWDER COAT ALUM. STOREFRONT SPRAYLAT POWDER COATNGS, LP PT360001 MATTE ALUMINUM STOREFRONT. SPRAYLAT:(940) 665.9590 0 TANK LIGHT (OAKLEY SUPPLIED FIXTURE) GROUSE HINDS EV02376 BODY EVA215 LAMP GUARD EVA 160 SILICON BRONZE - NATURAL 60PAR/HIR/S /PE30 60W ASSEMBLY BY ELECT. ON SITE REaD. PENDANT LIGHTING FIXTURE ASSEMBLY CONSISTS OF: TANK FLEXIBLE • CORD e DROP LOOP , ■ WEAVE • • ■ ' CLG1 GYP. BD. CEIL CUSTOM PAINTED P2 (EGGSHELL) CLG2 ACOUSTIC SUSPENDED CLG. ARMSTRONG CORTEGA 823 WHITE USE W/ ARMSTRONG PRELUDE 15/16" EXPOSED TEE SYSTEM -COLOR (WH) WHITE W1 1/2" X 23 1 18" 96" DUROCK CEMENT BOARD WALL PANELS USG DUROCK BRAND CEMENT BOARD SEALER: OLYMPIC INTERIOR, WATER- BASE POLYURETHANE, SATIN #42786 (ONE COAT MAX) EXPOSED SIDE WCl HOOT WRITING * FLOOR PREP: 1. FLOOR SAND WITH 36 GRIT BUFFERS, THEN WITH 60 GRIT BUFFERS. 3. 2. MOP FLOOR WITH MOP FLOR WITH WATER TO MAKE SURFACE DAMP. 4. USING A GARDEN SPRAYER, APPLY 1ST COAT IN A THIN, BUT CONTINUOUS, GLISTENING FILM. ROLL - OUT ANY PUDDLES. 5. AFTER 30 -40 MINUTES, RETURN TO STARTING POINT AND APPLY SECOND APPLICATION WHILE DAMP. ROLL -OUT ANY PUDDLES. 6. WAIT 6 -10 HRS, WASH OFF AND SCRUB SURFACE WITH DECK BRUSH OR MECHANICAL SCRUBBER, AND WITH PLENTY OF WATER, IN ORDER TO REMOVE ANY RESIDUE FROM OVERAPPLICATION. F9 ACRYLIC LED BLADE EXIT SIGN W/ BATTERY BACK - UP AND SHELF POWERED EMERGENCY LIGHT SYSTEM (OWNER SUPPLIED FIXTURE) ISOLITE ELT EM R IC BA RC NA CLR. FACE RED LETTERS LED 5W W *F10 2 FACTORY SEALED EVA GLOBE PENDANT FIXTURE (OWNER SUPPLIED FIXTURE) GROUSE HINDS EVA PENDANT ALUM. 60PAR/HIR/S /PE3O 60W ASSEMBLY BY ELECT. ON SITE REQ'D. PENDANT LIGHTING FIXTURE ASSEMBLY CONSISTS OF FLEXIBLE SO CORD WI KELLEMS 073 -03 -1204 BUS DROP GRIP SINGLE EYE LOOP AND SINGLE WEAVE MESH; KELLEMS 073-04 -1281 DUSTIGHT STRAIN RELIEF GRIP FIXTURE CONNECTOR. HUNG AT 6' -6" 2 TWIN -HEAD EMERG. LIGHT DUAL LITE LZ B2 WHITE MR16 10W ((1) FC @ 20' MIN.), LED CALCIUM EMERG. BATTERY PACK, UL LISTED. PROVIDE FLUSH REMOTE HEADS (DUAL LITE P -122) WHERE NOTED AND WIRE TO F9 FIXTURE (UP TO FOUR LENS TOTAL PER F11). 0 LED EXIT SIGN W/ BATTERY BACK -UP AND SHELF POWERED EMERGENCY LIGHT SYSTEM HARDI LIGHTING PX6 WHITE LED 5W F14 0 (3) JELLY JAR VVALL MOUNTED LIGHT FIXTURES (OWNER SUPPLIED FIXTURE) CROUSE HINDS OR EQ. VJ 75W SEE ELEV. FOR MOUNTING HT. F15 8 RECESSED LINEAR DOWNLIGHT (OWNER SUPPLIED FIXTURE) LIGHTOLIER PB1T439BL BLACK W/ WHITE FLANGE T4.5 39W RECESS IN FLOATING SOFFIT TRK1 2 ONE CIRCUIT TRACK (1) 2' -O" TRACK LIGHTOLIER 9106WH MATTE WHITE MOUNT TO SOFFIT @ STOREFRONT * *NOTE: ALL LAMPS TO BE PURCHASED LOCALLY U.O.N. SUBMIT ALTERNATIVES TO VALERIO ARCHITECTS FOR APPROVAL ** NOTE: REFER TO DETAIL 07 ON SHEET A8.1 FOR HANGING OF AND F10 FIXTURES -........-,,-• RE\IIEW FO E Lki J 1.- , . ' . - - APP ROVED :. MA`1 15 n° ^ g cENE OM Do p ... City of Tukwila ',ER cEl� BUILDING DIVISION Valerio Architects rchi a eture . - es i8n & Planning OAKLEY SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION 04/15/08 LL Review/ Permit/ Bid Set This document contains information proprietary to Valerio Architects and is furnished in confidence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerio Architects. Door Schedule Door Types Finish Schedule Light Fixture Schedule Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: info @valerioarchitects.com 9143 REGISTERED ARCHITECT NICCOLO VALERIO STATE OF WASHING PROJECT 586 -A0.4- SCHEDULES 04/17/08 04/17/08 AS SHOWN 586 -08 -29 NB CW AR MT PCD Pw/ CTR DW FB NT 4W AS SR CD SW Ce RS WG K E01 E02 E03 E04 E05 E06 E07 E08 E09 P01 P02 P03 F04 P05 101 102 103 104 05 106 107 0 0 2 0 0 0 2 2 4 0 3 1 GC TO VFRIFY 21 0 2 5 1 1 1 1 1 1 0 1 1 0 2 INSU. CASH WRAP APPAREL ROCKET OWN/ OWN/ 31 "X 31 "X 60'- 40 LBS. MAIN UNIT, 20 LBS. BASE UNIT. MEGA TOWER OWN/ GC 72 "X 20 "X 20'. 175 LBS. PEDESTAL CUBE DISPLAY PEDESTAL W/ COUNTER DOUBLE -WIDE FOOTWEAR BENCH NESTING TABLES FOUR -WAY ACCESSORY STAND OWN/ OWN/ GC OWN/ GC OWN/ PC OWN/ GC OWN/ rC: OWN/ GO 72"X 36 114"X 19 5/8 ". 325 LBS. LARGE TABLE: 60" X 36" X 31.5' GRAPHIC RAILS OWN/ GO CUSTOM BARREL OWN! GC COLUMN DISPLAY OWN/ GC BACK WRAP CEMENT BOARD DISPLAY WALL RECESSED STANDARDS VND, VNn OWN/ SAO OWN/ FOLDING TABLE AND DRAWER CABINET CASHWRAP 1/2" x 2' X 8' USG DUROCK BRAND CEMENT BOARD REEVE STORE EQUIPMENT COMAPANY S-703-8-MB WALL GRAPHIC OWN/GC LARGE WALL GRAPHIC KIOSK POS PLASMA SCREEN OWN /GC OWN/ GC OWN/ GC (2) LARGE (3) SMALL FIRE EXTINGUISHER GC, 2A:10BC COMPUTER OWN/ TELEPHONE FAX MACHINE OWN/ OWN/ VIDEO CABINET SAFE DURATRANS UGHTBOX OWN/ SC OWN! GC VND! VND 23" W X 22"D X 34.5"H. 21.75" W X 21 -75" D X 39.25" H. 615 LBS. CUSTOM BUILT BY EXPOTRANS INC. MOP SINK SERVICE FAUCET MOP RACK WATER HEATER WIRE SHELF GC! rn LOUNGE CHAIR DESK OFFICE CHAIR OWN! GC OWN/ 1'4 OWN/ rr 45' X 28" 18 "X 65" MIRROR OWN/ GC SALES FLOOR MIRROFt 36 "X 65' MIRROR DRESSING ROOM BENCH 24 "x48 "318" COAT/HAT HOOK RACK GC/ GC! m G-C! GC/ GC: OWN/ GC OWN/ GC OWN/ GC 24" X 24" PLASTIC MOPSINK T & S #B -0668- POL/RGH DRESSING ROOM MIRROR 24 "W x 48" x 18 "H (4) DOOR STOPS SALES AREA, SEE DET. A8.1 -09 SALES AREA 110V LTG. SYSTEM SALES AREA AT STOREFRONT SOFFIT SALES AREA SEE DETAIL SHEET A8.2 -01 SALES AREA POWDER COAT BLACK BEHIND CASHWRAP SALES AREA SALES AREA SEE DET A4 - 4.; LARGE MOUNTED TO BACK OF EACH OPEN EYEWEAR WALL, SEE A4.1 STOCKROOM OFFICE OFFICE OFFICE OFFICE OFFICE BEHIND CASHWRAP STCCKROOM STOCKROOM STOCKROOM STOCKROOM STOCKROOM LOUNGE OFFICE OFFICE 1 /4" X 14" X 56' MIRROR BY C.C. FRAME 8 BACKING BY OAKLEY. G.0 TO INSTALL. 1/4" X 35 1/8" X 56" MIRROR BY G.C. FRAME & BACKING BY OAKLEY. G.0 TO INSTALL. SEE DET. A8,2-10 DRESSING ROOMS DRESSING ROOMS, ON OUTS105 OF DOOR ONLY NO. QTY. ITEM m W z CD 7 J a w CS z 51 108 CLOTHING HOOKS 109 0 LOUNGE TABLE 110 2 18" x 65" SALES FLOOR MIRROR W/ RECESSED STORAGE 111 0 18 "X54" MIRROR SUP! OWN/ Pc OWN/ GC OWN! GC OwN FIXTURE SCHEDULE SEE DETAIL SHEET A8.3 -02 LOUNGE SALES DRESSING ROOMS Dob REMARKS REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1. 5 2008 City Of Tukwila B ILDIN DIVISION ;PR 3 0 208 PERMIT CENT Valerio Architects Architecture; Design & Planning 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchttects.com Email: info@valerioarchitects.com r REGISTERED ARCHITECT NICCOLO VALERIO STATE OF WASH PROJECT OAKLEY SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION 04115/00 LL Review/ Permit/ Bid Set This document contains information proprietary to Valeria Architects and is furnished in confidence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerio Architects. Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: Fixture Schedule 04/15/08 04/15/08 AS SHOWN 586 -08 -29 NB 586 -A0.5- SCHEDULES J 01 FLOOR/ PARTITION PLAN SCALE 1/4" = 1' -0" DOB REVIEWED FOR CODE COMPLIANCE APPROVED MAY 15 2008 City Of Tukwila E•. ILDING DIVISION KEY NOTES 1. LINE OF GYP. BD. SOFFIT ABOVE 2. STOREFRONT 3. DISPLAY WALL (2 CEMENT BOARD) W/ RECESSED "T' STANDARDS. SUPPLIED BY OAKLEY. 4. RECESSED COLUMN DISPLAY FIXTURE. SEE DET. A8.3 -04. 5. RECESSED MIRROR STORAGE CABINET. SEE DET. A8.3 -04. 6. FURR OUT DECORATIVE COLUMN, 1' -6" X 2' -0" X 12-0" OR AS OTHERWISE SPECIFIED. SEE DET. A8.1 -11. 7. LARGE WALL GRAPHIC BEHIND CASHWRAP. OWNER PROVIDED. 8. WALL MOUNTED PLASMA SCREEN (OWNER PROVIDED). SEE DET. A8.1 -04. 9. FURR OUT WALL. SEE DET. A8.3 -05. 10. (E) STRUCTURAL COLUMN TO REMAIN. 11. ELECT. PANEL (SEE ELECT. DRAWINGS) 12. TRANSFORMER 13. 18" X 65" MIRROR 14. 2 OAKLEY BLADE SIGN. UNDER SEPARATE PERMIT. 15. (E) DEMISING WALL SHEET NOTES A. SEE SHEET A.02 AND A0.3 FOR GENERAL NOTES, A0.4 FOR FINISH NOTES B. VERIFY LEASE! DIM. PRIOR TO CONSTRUCTION C. G.C. TO PATCH, FIRE CAULK, AND MAINTAIN FIRE RATING FOR DEMISING WALLS D. ALL OWNER SUPPLIED ITEMS ARE TO BE INSTALLED BY G.G. E. METAL BASE TO BE MITERED 45° AT CORNERS AND CORNERS TO BE BUFF TO SMOOTH SHARP EDGES. USE "GOO OFF" TO REMOVE TAPE MARKS ON BASE F. VERIFY ALL EXISTING CONDITION AND DIMS. IN FIELD PRIOR TO START CONSTRUCTION. G. STOCK ROOM WALLS TO BE PAINTED P2. H. ALL FLOOR PENETRATIONS MUST BE SLEEVED AND SEALED LIQUID TIGHT. I. WATERPROOF MEMBRANE MUST BE WATER TESTED AND APPROVED BY ON -SITE MANAGER. J. DEMISING PARTITIONS MUST BE OF TYPE 'X' SHEETROCK, TAPED AND SEALED AIRTIGHT TO DECK ABOVE. K. REINSTATEMENT OF CONCRETE SLAB AS A RESULT OF SAW CUTTING FOR NEW PLUMBING LOCATIONS SHALL BE PER LANDLORD AND LANDLORD'S GEOTECHNICAL CONSULTANTS CRITERIA. <>, REFER TO KEY NOTES (FLR1) EXIT SIGN ABOVE REFER TO FINISH SCHEDULE SEE SHEET A0.4 REFER TO DOOR SCHEDULE. SEE SHEET A0.4 - LEASE LINE LEGEND (E) DEMISING WALL 3 5/8" MTh. STUD WI 5/8" GYP. BD. EA. SIDE) FULL HEIGHT WALL (3 5/8" MTL. STUD WI 5/8" GYP. BD. EA. SIDE) See Det. A8.1 -02 PARTIAL HEIGHT WALL (6" MTL. STUD W/ 5/8" GYP. BD. EA. SIDE) See Det. A8.1 -01 FURR -OUT WALL (6" MTL. STUD W/ 5/8" GYP. BD. EA_ SIDE) See Det. A8.3 -05 RECENV' APR 3 0 DOB PERMIT CEN1 Valerio Architects Architecture, Design i & Planning OAKLEY Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: info @valerioarchitects.com 9143 REGISTERED ARCHITECT NICCOLO VALERI STATE OF WA��jjy PROJECT SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION 04/18/08 Permit/ Bid/ LL Review Set This document contains information proprietary to Valerio Architects and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerio Architects. Floor Plan Partition Plan 04/18/08 04/04/08 AS SHOWN 586 -08 -29 KE 586- A2.1- A3.1- A4.1- D1.1 -PL 01 FLOOR FINISH PLAN SCALE 1/4" = 1 -0" 102 STOCKROOM (M71 P2 REVIEWED FOR CODE COMPLIANCE APPROVED MAY ] 5 2008 City Of Tukwila BUILDING DIVISION TILE "A" TILE "B" TILE "C" O MATTER HIGH- MODULUS FRAME MATERIAL THAT WITHSTANDS UV RADIATION AND THERMAL SHOCK UNOBTAINIUM® HYDROPHILIC SYNTHETIC UTILIZED IN CONTACT AREAS OF EYEWEAR FRAMES IRIDIUM* SUPERHEATED OXIDES FUSED AT THE MOLECULAR LEVEL TO CREATE UNIFORM LENS FILTERING TILE "D" TILE "E" TILE "F" TILE SCHEDULE OAKLEY HIGH (DEFINITION OPTICS° PROPRIETARY FRAME MATERIAL OF FIVE METALLIC COMPOUNDS PLUTONITEJ THE MOST OPTICALLY PURE SYNTHETIC UTILIZED FOR EYEWEAR LENSES TILE "G" TILE "H" TILE "I" O- LUMINUM® PROPRIETARY ALLOY 4E1% LIGHTER THAN PURE TITANIUM, SHAPED WITH 630 TONS OF PRESSURE X METAL THE ONLY 3 -D SCULPTURED, HYPOALLERGENIC, ALL-METAL FRAMES UN EARTH MAGNESIUM® SCULPTURAL MAGNESIUM FRAMES MADE VIA HIGH - ENERGY MICROPLASMIC OXIDATION KEYNOTES 1. START TILE LAYOUT FROM THE CENTER OF THE SPACE 2. FURNITURE! DISPLAY FIXTURES (TYP.). REFER FURNITURE! FIXTURE PLAN FOR LAYOUT 3. RECESSED ENTRY HARDSCAPE SHALL MATCH TO POINT OF CLOSURE TO SHEET A4.1 (E) COMMON AREA SHEET NOTES A. NO TILE SHALL BE LESS THAN 4 ". LEGEND FLOOR TRANSITION. SEE DET. A8.1 -08. APR S 020 PERMIT CENT' Valerio Architects Architecture, Design & Planning OAKLEY 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects,corn Email: info @valerioarchitects.com 9143 Vs REGISTERED ARCHITECT NICCOLO VALERIO STATE OF WASHIN Y• PROJECT SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TUKWILA, WA 98188 Date DESCRIPTION 04/18/08 Permit/ Bid/ LL Review Set This document contains information proprietary to Valerio Architects and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valeria Architects. Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: Floor Finish Plan 04/18/08 04/04/08 AS SHOWN 586 -08 -29 KE 586- A2.1- A3.1- A4.1- D1.1 -PL 01 REFL. CEIL. PLAN/ SOFFIT DIMS. SCALE 1/4" = 1' -0" VESTIBULE 10' -0" A.F.F. (CLGi) SOFFIT 11'- 0 "A.F.F. (CLG1) SOFF T 11' -0" A.F.F. (CLG1) DROP CEILING 12'-6" A.F.F. (CLG1) • KEYNOTES 12. LINEAR DIFFUSER - SEE MECHANICAL PLAN 13. LINE OF COVE ABOVE r F5 —A F5 — V F11 2" -q" F5 F5 F5 1 F5 q F3 OFFICE 10' -0" A.F.F. (CLG II L EQ TY F5 V 1. STOREFRONT 2. STOREFRONT SOFFIT. 3. MONOPOINT LIGHTS. CEILING MOUNTED. 4. GRAPHIC RAILS. PROVIDED BY OAKLEY. INSTALLED BY GC. 5. REFER TO DET. A8.1 -07 FOR HANGING OF F10 TANK LIGHTS. 6. RECESSED LIGHT FIXTURE FOR COLUMN DISPLAY 7. MONOPOINT LIGHTS. MOUNTED TO DROP CEILING EDGE. L - - _J E Fra �-- i 8. LARGE WALL MOUNTED GRAPHIC BEHIND CASHWRAP. OWNER PROVIDED. (SEE DET. A8.2 -03) 9. LIGHT FIXTURE TO CONNECT W/ EMERGENCY BATTERY BACK -UP 10. OAKLEY SIGN W/ 1" ACRYLIC PUSH THRU LETTERS. LOGO BACKLIT. UNDER SEPARATE PERMIT. 11. 2'x3' OAKLEY BLADE SIGN. UNDER SEPARATE PERMIT. EQ F2 EQ H 031 F5 F5 OTYP. I DRESSING ROOM 10'- 0 "A.F.F (CLG1) F2 r ©I L__ - - W _ � a Q r - a W F2 SOFF T 13' -7" A.F.F. CLG EQ 1 ty� EQ. EQ. FIT l 5 7[C = __ _ _ - =r 117 C TYP. EQ O EQ F5 V 1 F5 7 Y i J F5 V r i 0 L F15 7 " - 2" F5 V SHEET NOTES A. SEE SHEET A0.3 FOR RCP NOTES B. SEE SHEET A0.4 FOR LIGHT FIXTURE SCHEDULE 041 J Fr1fc 1 i 2 -. ' . H. CENTER F10 FIXTURE ABOVE CASHWRAP ENDPIECES STOCKROOM 17' -6" A.F.F. EXPOSED CEIL. G. FIRE DAMPERS TO BE PROVIDED AT PENETRATIONS OF FIRE -RATED WALL FOR MECHANICAL SYSTEMS J. ALL SPEAKERS IN DROP CEILING TO BE FULLY RECESSED. 7 " - 2" F== F5 V - 7 F5 ENTRY SOFFIT 10' -0" A.F.F. M1 C. ALL ELEMENTS IN SPACE (IE. MECH. DUCTS, DIFFUSERS, ELECT. CONDUITS, MOTION SENSORS, ETC.) SHALL BE MOUNTED AS HIGH AS POSSIBLE. NOTIFY ARCHITECT IF THERE IS A CONFLICT. D. ALL ITEMS ABOVE (13' -2" AFF.) INCLUDING MECH., ELECT., ETC. TO BE PAINTED P1. SEE A5.1 AND A5.2. E. EXIT SIGNS SHALL BE SELF- LUMINOUS TYPE OR ELECTRICALLY ILLUMINATED & ENERGIZED FROM SEPARATE CIRCUITS, ONE OF WHICH SHALL BE FROM STORAGE BATTERIES OR AN ON SITE GENERATOR. F. ALL OWNER SUPPLIED ITEMS ARE TO BE INSTALLED BY G.G. I. ALL SPRINKLER HEADS IN GYP. BD. CEILINGS /SOFFITS TO BE FULLY RECESSED UNLESS OTHERWISE INSTRUCTED BY LOCAL CODE. ;a � W L J F15 H -H •EQ -J t F4 F5 aF5 F5 F5 F5 F5 F5 2'„Q" F11 FS Fi EQ 3 "-O" EQ 3,A," T P. X T P. F1 a a EQ SOFFIT 11' -0 "H. (CLG1) SOFFIT 11' -0" A.F.F. CLG1 SOFFIT 11' -0" A.F.F. CLG1 Rrfl SALES AREA 17' -6 "H A.F.F. REPETITIVE DIMENSION SEE SHEET AO.4 FOR LIGHT FIXTURE SCHEDULE 1O REFER TO SHEET A3.1 KEY NOTES SPEAKER (BY VENDOR) - r JUNCTION BOX CEIL. MOUNTED SQ. AC DIFFUSER (PAINT TO MATCH CEIL.) E3 EXIT I SEE SHEET A0.4 FOR LIGHT FIXTURE SCHEDULE IT ( T-1 ) CENTER LINE VEV COM D COMPLIANCE COD A CE APPROVED MAY 1 5 1000 City Of Tukwila BUILDING DIVISION REFER TO SHEET A4.1 FINISH SCHEDULE APR 3 02 PERMIT CENT Valerio Architects Architecture, Design & Planning OAKLEY Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: info @valerioarchitects.com 9143 REGISTERED ARCHITECT NICCOLO VALERIO STATE OF WASHI PROJECT SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TUKWILA, WA 98188 Date DESCRIPTION 04/18/08 Permit/ Bid/ LL Review Set This document contains information proprietary to Valerio Architects and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerio Architects. Reflected Ceiling Plan Soffit Dimensions 586- A2.1- A3.1- A&1- D1.1 -PL 04/18/08 04/04/08 AS SHOWN 586-08-29 KE 01 FURN./ EQUIP. PLAN SCALE 1/4" = 1' -0" r1 u ( 110 ) RS CB 102 ( G R)— NT 104 ALIGN I06 108 I DRESSING RM 105 +p , 107 CE kE02) CD 1 E02 r — I 101 ( e— COED mAm MA= v ADA CLEARANCE 60" x 54" SALES AREA 173W -G) CMn T �11 CE ACCESSORIES 19x30 021 Cl x m g m r L J ALIGN STOCKROOM H APPAREL 24x60 0 a0 CO m ✓ APPAREL 24x60 RS (110 , 4 - r n m ui 0) 31 .511 cn - ▪ MOBILE AISLE RS ( CB J 1)10-P)_z-rof LEGEND (1154} REFER TO FIXTURE SCHEDULE ON SHEET A0.5 REVIEWED CODE COMPLIANCE APPROVED MAY 1.5 2008 City Ofof Tukwila BUILDING . DIVISION APR 3 0 2OO EBAIT CEO Valerio Architects Architecture, .: esi ' n & Planning OAKLEY 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: infoCvalerioarchitects.com 9143 NI REGISTERED ARCHITECT NICCOLO VALERIO STATE OF WASHING PROJECT SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TUKWILA, WA 98188 a Date DESCRIPTION 04/18/08 Permit/ Bid/ LL Review Set This document contains information proprietary to Valerio Architects and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerie Architects. Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: Furniture Plan Equipment Plan 04/18/08 04/04/08 AS SHOWN 586 -08 -29 KE 586- A2.1- A3.1- A4.1- D1.1 -PL 01 POWER / SIGNAL PLAN SCALE 1/4" =1 n Li 01 1 OFFICE . 04 DRESSING RM - - 3 94' 94" 011 .,. ♦.A SALES AREA 9 9 1021 94' F10 • STOCKROOM 94" Q 6 -T Doti f).L+P) REV- E E FOR � CODE APPROVED MAY 1 5 2008 City Of Tukwila BUILDING DIVISION KEY NOTES 2. 3. 4. 1. LARGE WALL MOUNTED GRAPHIC BEHIND CASHWRAP. OWNER PROVIDED. SEE DET. A8.2 -01. ELECT. PANEL. SEE ELECTRICAL DRAWINGS. ELECT. TRANSFORMER SAW CUT (E) FLOOR AND PROVIDE (1) 1" TELEDATA CONDUIT AND (1) 3/4" DUPLEX CONDUIT AND (1) 1" CONDUIT FOR VOLUME CONTROL IN CONC. FLOOR. STUB -UP CONDUIT FOR ELEC. AND TELEDATA RECEPTACLES MOUNTED TO CASHWRAP. VERIFY EXACT LOCATION WITH TENANTS SHOP DRAWINGS. REPLACE CONC. PER MALL STANDARD. 5. WIRE COLUMNS FOR PLASMA SCREENS. SEE DET. A8.1 -4. SHEET NOTES A. B. C. D. E. F. STUB -OUT CONDUIT FOR A/V SPEAKER SYSTEM CABLE TO BE INSTALLED AT STRUCTURE. LOCATION TO BE VERIFIED IN FIELD. COORDINATE W /VENDOR LOW VOLTAGE WIRES TO BE AT EXPOSED CE IL. TO BE TUCKED TIGHTLY INTO CORNER AND AGAINST WALL (PAINTED P1 TO MATCH CEILING). PROVIDE PULL WIRE IN CONDUITS. WALL & FLOOR COVER PLATES FOR ALL ELECT. & DATA OUTLET TO BE BRUSHED STAINLESS STEEL FINISH. STUB -OUT 3/4" CONDUIT TO ROOF FROM A/V BOX FOR SATELLITE. COORDINATE W/ VENDOR. ALL CONDUITS FOR LOW - VOLTAGE SYSTEMS TO BE 3/4" DIA. MIN. ,: DUPLEX RECEPTACLE 110v @ 18" AFF @ CENTER LINE U.D.N. 9;: FOURPLEX OUTLET @ 18" AFF @ CENTER LINE U.O.N. (D) FOURPLEX RECEPTACLE W/ DEDICATED CIRCUIT @ 18 " AFF U.D.N. COMBINATION TELEPHONE/ DATA OUTLET (CAT 5) @ 18" AFF @ CENTER LINE U.O.N. SINGLE GANG J -BOX CABLE OUTLET FLOOR MOUNTED FOURUPLEX RECEPTACLE 110v FLOOR MOUNTED DUPLEX RECEPTACLES ELECT. JUNCTION BOX MOTION DETECTOR PROVIDED BY VENDOR @ 12' -0" AND PAINTED WHITE TO MATCH P2. RECESSED DOOR CONTACT SENSOR PROVIDED BY VENDOR PROVIDE CONDUIT W/ STUB -OUT ON SOFFIT ABOVE. LEGEND REFER TO KEY NOTES ALARM KEY PAD PROVIDED BY VENDOR +® MAIN LIGHTING SWITCH BANK - `r' WALL MOUNTED JUNCTION BOX W/ APQ648 MOTOR PLUG, W/ OUT INTERIOR (OWNER SUPPLIED) ALARM BY VENDOR A P R S 0 2O BA \V C Valerio Architects Architecture, .:Devi tannin g OAKLEY Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: infoOvalerioarchitects.com 9143 REGISTERED ARCHITECT NICCOLO VALERIO STATE OF WASHING PROJECT SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TU KW I LA, WA 98188 A Date DESCRIPTION 04/18/08 Permit/ Bid/ LL Review Set This document contains information proprietary to Valerio Architects and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valeria Architects. Power / Signal Plan 04/18/08 04/04/08 AS SHOWN 586-08 -29 KE 586- A2.1- A3.1- A4.1- D1.1 -P L MIPM711 71 . 1 . 77 . 7 .7 ■ —. A M. r — — AM Mk —( Bi) ANL — s 11a AIL II1. — r r AIR r AID. V V V L( P2) ALIGN 01 SECT./ INT. ELEVATION SCALE 3/8" = 1' -0" ( P2 ) —( B1) 4> 02 SECT./ INT. ELEVATION SCALE 3/8" = 1' -0" -LED B1 ) fip 0 • 0 —( Bi) ALIGN 0 0 Y W 0 n —( B 2. 3. 4. 5. 8. 9. 10. 0 T (E) MALL BULKHEAD W/ COVE LIGHTING 1/2" CLR. TEMPERED STOREFRONT GLAZING DROP CEIL. @ 12' -6" 1/4" BLACK MTL. REVEAL MOULDING. PROVIDED BY OWNER. 2' X 8' SHEETS OF DURAROCK WALL PANELING W/ ONE COAT PROTECTIVE CLEAR COAT FINISH. EXPOSE NON -PRINT SIDE. 3/8" RECESSED STANDARDS. BLACK POWDER COATING FINISH. PROVIDED BY OWNER. 1/2 " 'L' BLACK MTL. REVEAL MOULDING BY VENDOR 3/8" FRY REGLET MOULDING. SUPPLIED BY OWNER. RECESSED COLUMN DISPLAY. SUPPLIED BY OWNER. SEE DET. A8.3 -04. RECESSED MIRROR STORAGE CABINET. SUPPLIED BY OWNER. SEE DET. A8.3 -04. KEYNOTES 11. LARGE WALL GRAPHIC MOUNTED BEHIND CASHWRAP. SEE DET. A8.2 -01. 12. FOLDING TABLE W/ 4" BACKSPLASH. PROVIDED BY OAKLEY. 13. WALL MOUNTED PLASMA SCREEN. PROVIDED BY OWNER. SEE DET. A8.1 -11. 14. CUSTOM SHOP 15. (E) STEEL BEAM 16. (E) UNDERSIDE OF DECK 17. RECESSED DOWNLIGHT 18. OAKLEY FASCIA SIGN. UNDER SEPARATE PERMIT. REVIEWED O CODE COMPLIANCE APPROVE MAY 15 200ii City Of Tukwila BUILDING DIVISION APR 3 0 2000 PERMIT GE-11''7. Valerio Architects Arch W cture, Design & Planning 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: info @valerioarchitects.com \% z: . ; 3 REGISTERED ARCHITECT NICCOLO VALERIO STATE OF WASHI PROJECT OAKLEY SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TUKWILA, WA 98188 Date DESCRIPTION 04/18/08 Permit/ Bid/ LL Review Set This document contains information proprietary to Valerio Architects and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerio Architects. Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: Sections Interior Elevations 04/09/08 04/09/08 318 " =1' -0" 586-08-29 KE 586 -A5.1 -SECT. -INT. ELEV G r --( B1 ) SCALE 3/8" = 1' -0" SCALE 3/8" = 1' -0" 01 SECT./ INT. ELEVATION w 02 SECT./ INT. ELEVATION -( B1) —( B TYP. —(B - (B1 )-- ( P1 ) ALIGN 0 —( B1) 1 (E) MALL BULKHEAD W/ COVE LIGHTING 2. 1/4" CLR. TEMPERED STOREFRONT GLAZING 3. MONOPOINT LIGHTING 4. GRAPHIC RAILS 5. DROP CEIL. @ 12' -6" 6. 1/4" BLACK MTL. REVEAL MOULDING. PROVIDED BY OWNER. 2' X 8' SHEETS OF DURAROCK WALL PANELING W/ ONE COAT PROTECTIVE CLEAR COAT FINISH. EXPOSE NON -PRINT SIDE. 3/8" RECESSED STANDARDS. BLACK POWDER COATING FINISH. PROVIDED BY OWNER. 9. 1/2" 'L' BLACK MTL. REVEAL MOULDING BY VENDOR 10. 3/8" FRY REGLET MOULDING. SUPPLIED BY OWNER. 11. RECESSED MIRROR STORAGE CABINET. SEE DET. A8.3 -04. 0 ti ■ i x i 1 -C B1) SCALE 3/8" = 1' -0" SCALE 3/8" = 1' -0" -C B1) 12. 13. 14. 15. 16. 17. 18. 19. 20. 03 & 04 DRESSING RM. INT. ELEVATION 05 & 06 DRESSING RM. INT. ELEVATION KEYNOTES -C B1) BI) 18 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 5 2008 GetI of Tu BUILDING DIVISION. WALL MOUNTED PLASMA SCREEN. PROVIDED BY OWNER. SEE DET. A8.1 -11. 18" x 65" WALL MOUNTED MIRROR PROVIDED BY OWNER. FINISH COLUMN W/ M1 TO MATCH OPEN EYEWEAR WALL. SCORE LINE @ 10' -0" OPEN EYEWEAR WALL (E) STEEL BEAM (E) UNDERSIDE OF DECK (3) COAT /HAT HOOKS ON 6" X 24" MTL. RAISED PANELS. SEE DET. A8.3 -02. 18" X 48" BENCH SECURED TO FLOOR 36" X 60" H MIRROR. FRAME & WOOD BACKING PROVIDED BY OWNER. 35 1/8" X 56" MIRROR BY GC. GC TO INSTALL. SEE SHEET A0.5 FOR FIXTURE SCHEDULE. Valerio Architects Architecture, Design & Planning OAKLEY SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION 04/18/08 Permit/ Bid/ LL Review Set This document contains information proprietary to Valerio Architects and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerio Architects. Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: APR 3 0 2000 ERMIT CEIV1 r - 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: info @valerioarchitects.com 9143 r., REGISTERED ARCHITECT NICCOLO VALERIO_ STATE OF WAS!IIN PROJECT Sections Interior Elevations 04/10/08 04/10/08 3/8"=1'-0" 586 -08 -29 KE 586 -A5.2 -SECT. -INT. ELEV co) tn La E El- EIS '' 3'-Q" SCALE 3/8" = L.L. 01 EXTERIOR ELEVATION ( B1 • D P)+ C B1 )- L.L. KEYNOTES n C, IEWED FOR CODE COMPLIANCE APPROVE MAY 15 20 08 City ®® Tukwil — BUILDING DIVIS.�_' 1. (E) MALL NEUTRAL PIER AND FINISH TO REMAIN 2. (N) STOREFRONT ENTRY DOORS, W/ PIVOT DOOR SYSTEM. SEE DOOR SCHEDULE. 3. OAKLEY FASCIA SIGN. UNDER SEPARATE PERMIT. 4. 1/2" CLR. GLASS TRANSOM 5. (N) 3' x 8' CLEAR TEMPERED STOREFRONT GLASS PANELS, STEEL FRAME, AND METAL SUPPORT. UNDER SEPARATE PERMIT. 6. (E) MALL BULKHEAD TO REMAIN 7. BRUSHED STAINLESS, (CAP114BS), WITH 1 -1/2" BRUSHED STAINLESS STANDOFF BASE, (SOB114112BS), WITH 3 1/4" STAINLESS 5/16" THREADED ROD, (NLN51618S) - CRLAURENCE, (800) 421 -6144 8. W10 x 49 STEEL COLUMNS 9. C5 x 10 CUSTOM STEEL CHANNEL 10. 10. 2' X 3' OAKLEY BLADE SIGN. UNDER SEPARATE PERMIT. Valerio Architects Architecture, ..Desi & Planning ing Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 9 r6 e ; APR 3 0 'ERMI1 CENT D- 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: infoevalerioarchitects.com ARCHITECT OF RECORD 9 NICCOLO V • IO STATE O- • S. ' TON REGISTERED ARCHITECT PROJECT OAKLEY SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TU KW I LA, WA 98188 Date DESCRIPTION 04/18/08 Permit/ Bid/ LL Review Set This document contains information proprietary to Valerio Architects and is furnished in confidence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valeria Architects, Sections Interior Elevations 04/14/08 04/09/08 3/8"=1"-0" 586-08-29 NB 586- A6.1. -EXT. ELEV . ■lam . r� EQ. " " I EQ. EQ. ( M1 ) F CM1 ) - n o ®C\E 1 • : f g \\ 1 t J I (M1 I • _ L 4 i C I I I I I I I 1 O ;• 1 f� 1i 1 1 © 9 I - - - 1 O ;• 9- - R . 1:1110 “o-,Q I� © 1 1 \\ - / 1 ` I I I I 1 I 3 I i I I l I I 1 T-1 I 1 1' IL+ _ _ +I I / 1 v / 1 0 1 / f 1 T. Ta co) tn La E El- EIS '' 3'-Q" SCALE 3/8" = L.L. 01 EXTERIOR ELEVATION ( B1 • D P)+ C B1 )- L.L. KEYNOTES n C, IEWED FOR CODE COMPLIANCE APPROVE MAY 15 20 08 City ®® Tukwil — BUILDING DIVIS.�_' 1. (E) MALL NEUTRAL PIER AND FINISH TO REMAIN 2. (N) STOREFRONT ENTRY DOORS, W/ PIVOT DOOR SYSTEM. SEE DOOR SCHEDULE. 3. OAKLEY FASCIA SIGN. UNDER SEPARATE PERMIT. 4. 1/2" CLR. GLASS TRANSOM 5. (N) 3' x 8' CLEAR TEMPERED STOREFRONT GLASS PANELS, STEEL FRAME, AND METAL SUPPORT. UNDER SEPARATE PERMIT. 6. (E) MALL BULKHEAD TO REMAIN 7. BRUSHED STAINLESS, (CAP114BS), WITH 1 -1/2" BRUSHED STAINLESS STANDOFF BASE, (SOB114112BS), WITH 3 1/4" STAINLESS 5/16" THREADED ROD, (NLN51618S) - CRLAURENCE, (800) 421 -6144 8. W10 x 49 STEEL COLUMNS 9. C5 x 10 CUSTOM STEEL CHANNEL 10. 10. 2' X 3' OAKLEY BLADE SIGN. UNDER SEPARATE PERMIT. Valerio Architects Architecture, ..Desi & Planning ing Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 9 r6 e ; APR 3 0 'ERMI1 CENT D- 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: infoevalerioarchitects.com ARCHITECT OF RECORD 9 NICCOLO V • IO STATE O- • S. ' TON REGISTERED ARCHITECT PROJECT OAKLEY SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TU KW I LA, WA 98188 Date DESCRIPTION 04/18/08 Permit/ Bid/ LL Review Set This document contains information proprietary to Valerio Architects and is furnished in confidence for the limited purpose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valeria Architects, Sections Interior Elevations 04/14/08 04/09/08 3/8"=1"-0" 586-08-29 NB 586- A6.1. -EXT. ELEV . Scale: AS SHOWN In Scale 1 1/2"= 1' -0' A. PLAN SCALE 1/2 ",1' - 0" • Mliti.s.'s B. ELEVATION SCALE 1 C. SECTION SCALE 3/4 "= 1' -0" GRAPHIC RAILS SEE PLAN 1, - S,. DECORATIVE COLUMN EQ EQ 1' -o" C. 1 -1" EQ EQ J 2" i Cr GRAPHIC RAILS SUPPLIED BY -E OAKLEY INSTALLED BY G.C. Flee&A ColAdA0 f nuQ +0 k4I4QI4 m41 e mi wA7itit, if- WHO ,1 Nmhn,tohlt LIGHT FIXTURE CONCEALED SPRINKLER HEAD GRAPHIC RAILS SUPPLIED BY OAKLEY INSTALLED BY GC PROVIDE (4) #10 HEX HEAD SCREWS BY G.C. CONSEALED SPRINKLER HEAD FACE SET SCREWS IN TOWARDS EACH OTHER TRACK FIXTURE FACE OF DISPLAY WALL WHERE OCCURS LINE OF (E) DEMISING WALL MTL. CORNER 5/8" GYP. BD. (TYPE X) LEVEL 4 FINISH 3 5/8 OR 6" X 20 GA. MTL. STUDS @ 16 " O.C. (SEE DET. A8.3 -06 FOR MTL. WALL STUD TABLE) RECESSED PREFAB. DISPLAY CABINET (WHERE OCCURS). OWNER PROVIDED SEE DET. A8.3 -04 MTL. CORNER FACE OF DISPLAY WALL WHERE OCCURS LINE OF (E) DEMISING WALL B. TANK LIGHT @CASHWRAP TANK LIGHT HANG HEIGHTS Scale 1/2" = 1' -0" CERAMIC TILE Err 0 a OCCURS 1 1 0 CERA IIIC TILE /CARPET A rftESSINS RM CERAMIC TILE FLOOR a L CERAMIC ZILE /SEALED CONC. Scale 1"= 1' -0'I 3,.0„ PLAN Scale 1 1' -0' FRONT ELEVATION SIDE ELEVATION 11 CASHWRAP I DOOR, WHERE ( OCCURS 1 1 ti FLOOR TRANSITION 1 DOOR, WHERE 6' -4" 1111111111(7,11 1 1 I1 I III III J 1 111(7! I I I I( 0 a 4 a 1" BLK. TILE/ CARPET JOINER CARPET INSTALLED ON PAD SEE SHEET A0.4 FOR FIN. SCHED. ti MOUNT RECEPTACLES AT BACK OF SECOND SHELF FROM THE FLOOR 1 2x -4 " 3,,D„ TRANSITION STRIP. 1/2" MAX. PER ADA REQUIREMENTS EXP. SEALED CONC. FLOOR , OF 24" LCD fel la 22" 14" 1 r- — — 1 7 1 1 • LILI 07 COL. DISPLAY W/ LCD SCREEN Scale 1/2 1' -0" NOTE: USE CASE OPENING DOOR FRAME AT DRESSING ROOM DOORS. WELD 1/2" WIDE DOOR STOP TO FRAME. HEIGHT TO MATCH DOOR HEIGHT 08 DOOR JAMB @ DRESSING RM. Scale 6 1 -0 09 TYP. DOOR JAMB Scale 6 1' -0' ALIGN L 6 "X6" BRACKET PROVIDE ADEQUATE BACKING LCD SCREEN 22 "W X 14 1/2"H BY OWNER RECESSED COLUMN DISPLAY (SEE DET. A8.3 -04) 12" MTL. CLADDED WALL BASE ( 61 1/2" PLYWD. SHT'G (FIRE RATED AS REQ'D) 5/8" GYP. BD. WELDED MTL. DOOR FRAME W1 518" PROJECTION TO ALIGN FLUSH W1 12" MTL. CLADDED BASE 3 5/8" X 20 GA. MTL. STUDS @ 16" O.C. (SEE DET. A8.3 -06 FOR MTL. WALL STUD TABLE) TYP. JAMB ANCHOR WELD 5/8" x 5/8" MTL. DOOR STOP TO RUN FULL LENGTH OF DOOR. BOTH SIDES LINE OF DOOR 1/2" PLYWD. SHT'G (FIRE RATED AS REQ'D) 12" MTL. CLADDED WALL BASE B1 12" MTL. CLADDED WALL BASE (B1) 1/2" PLYWD. SHT'G (FIRE RATED AS REQ'D) 5/8" GYP. BD. WELDED MTL. DOOR FRAME W/ 5/8" PROJECTION TO ALIGN FLUSH W/12" MTL. CLADDED BASE 3 5/8" X 20 GA. MTL. STUDS @ 16" O.C. (SEE DET. A8.3 -06 FOR MTL. WALL STUD TABLE) TYP. JAMB ANCHOR n Scale 3 1 - Scale 1 1/2"= 1' -0' Scale 3 1' -0" \ \ / / / / \ / / • 04 PARTIAL HT.NON -RATED WALL r u n r � I- 06 90 DEG. PARTITION n 05 FULL HT. NON -RATED WALL CONNECT NEW FRAMING TO UNDERSIDE OF STRUCTURE 20 GA. MTL. BRACES @ 8 -0" O.C. STAGGERED 3 5/8 OR 6" X 20 GA. MTL. STUDS @ 16 " O.C. (SEE DET. A8.3 -06 FOR MTL. WALL STUD TABLE) LINE OF CEIL. WHERE OCCURS 5/8" GYP. BD. EACH SIDE LEVEL "4" FINISH 12" WD. LAMINATE WALL BASE 0/ 1/2" PLYWD. (WHERE OCCURS) ( B3 ) 6" RUBBER BASE (WHERE OCCURS) ( B2 ) METAL RUNNER RAMSET @ 4'-O" O.0 & 6" FROM CORNERS PROVIDE ACOUSTICAL SEALANT CAULKING @ BOTH SIDES OF WALL BOTTOM FIN. FLOOR CONNECT NEW FRAMING TO UNDERSIDE OF STRUCTURE 3 5/8 OR 6" X 20 GA. MTL. STUDS @ 16 " Q.C. (SEE DET. A8.3 -06 FOR MTL. WALL STUD TABLE). 5/8" GYP. BD. EACH SIDE LEVEL "4" FINISH 12" WD. LAMINATE WALL BASE 0/ 1/2" PLYWD. (WHERE OCCURS OCCURS ( B3 ) 6" RUBBER BASE WHERE ( B2) METAL RUNNER RAMSET @ 4'-O" O.0 & 6" FROM CORNERS PROVIDE ACOUSTICAL SEALANT CAULKING @ BOTH SIDES OF WALL TOP & BOTTOM FIN. FLOOR 5/8" GYP. BOARD REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 5 2008 City Of TukWila BUILDING DIVISION 01 02 3 5/8 OR 6" X 20 GA. MTL. STUDS @ 16 " O.C. (SEE DET. A8.3 -06 FOR MTL. WALL STUD TABLE) LEVEL 4 FINISH 03 Valerio Architects .Ar i ecture, Design Planning OAKLEY SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION Dale Modified: Dale Created: Scale: Project No.• Drawn By: CAD File: APR 3 0 ZOO E mig CENT 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323254.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: infoOvalerioarchitects.com 9143 REGISTERED ARCHITECT NICCOLO VALERIO STATE OF WASH( PROJECT 04/18/08 Permit/ Bid/ LL Review Set This document contains information proprietary to Valerio Architects and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerio Architects, Details 04/17/08 04/04/08 AS SHOWN 586-08-29 NB 586 -A8.1- DETAILS . 1 1 1 r �• 1 Scale: AS SHOWN In Scale 1 1/2"= 1' -0' A. PLAN SCALE 1/2 ",1' - 0" • Mliti.s.'s B. ELEVATION SCALE 1 C. SECTION SCALE 3/4 "= 1' -0" GRAPHIC RAILS SEE PLAN 1, - S,. DECORATIVE COLUMN EQ EQ 1' -o" C. 1 -1" EQ EQ J 2" i Cr GRAPHIC RAILS SUPPLIED BY -E OAKLEY INSTALLED BY G.C. Flee&A ColAdA0 f nuQ +0 k4I4QI4 m41 e mi wA7itit, if- WHO ,1 Nmhn,tohlt LIGHT FIXTURE CONCEALED SPRINKLER HEAD GRAPHIC RAILS SUPPLIED BY OAKLEY INSTALLED BY GC PROVIDE (4) #10 HEX HEAD SCREWS BY G.C. CONSEALED SPRINKLER HEAD FACE SET SCREWS IN TOWARDS EACH OTHER TRACK FIXTURE FACE OF DISPLAY WALL WHERE OCCURS LINE OF (E) DEMISING WALL MTL. CORNER 5/8" GYP. BD. (TYPE X) LEVEL 4 FINISH 3 5/8 OR 6" X 20 GA. MTL. STUDS @ 16 " O.C. (SEE DET. A8.3 -06 FOR MTL. WALL STUD TABLE) RECESSED PREFAB. DISPLAY CABINET (WHERE OCCURS). OWNER PROVIDED SEE DET. A8.3 -04 MTL. CORNER FACE OF DISPLAY WALL WHERE OCCURS LINE OF (E) DEMISING WALL B. TANK LIGHT @CASHWRAP TANK LIGHT HANG HEIGHTS Scale 1/2" = 1' -0" CERAMIC TILE Err 0 a OCCURS 1 1 0 CERA IIIC TILE /CARPET A rftESSINS RM CERAMIC TILE FLOOR a L CERAMIC ZILE /SEALED CONC. Scale 1"= 1' -0'I 3,.0„ PLAN Scale 1 1' -0' FRONT ELEVATION SIDE ELEVATION 11 CASHWRAP I DOOR, WHERE ( OCCURS 1 1 ti FLOOR TRANSITION 1 DOOR, WHERE 6' -4" 1111111111(7,11 1 1 I1 I III III J 1 111(7! I I I I( 0 a 4 a 1" BLK. TILE/ CARPET JOINER CARPET INSTALLED ON PAD SEE SHEET A0.4 FOR FIN. SCHED. ti MOUNT RECEPTACLES AT BACK OF SECOND SHELF FROM THE FLOOR 1 2x -4 " 3,,D„ TRANSITION STRIP. 1/2" MAX. PER ADA REQUIREMENTS EXP. SEALED CONC. FLOOR , OF 24" LCD fel la 22" 14" 1 r- — — 1 7 1 1 • LILI 07 COL. DISPLAY W/ LCD SCREEN Scale 1/2 1' -0" NOTE: USE CASE OPENING DOOR FRAME AT DRESSING ROOM DOORS. WELD 1/2" WIDE DOOR STOP TO FRAME. HEIGHT TO MATCH DOOR HEIGHT 08 DOOR JAMB @ DRESSING RM. Scale 6 1 -0 09 TYP. DOOR JAMB Scale 6 1' -0' ALIGN L 6 "X6" BRACKET PROVIDE ADEQUATE BACKING LCD SCREEN 22 "W X 14 1/2"H BY OWNER RECESSED COLUMN DISPLAY (SEE DET. A8.3 -04) 12" MTL. CLADDED WALL BASE ( 61 1/2" PLYWD. SHT'G (FIRE RATED AS REQ'D) 5/8" GYP. BD. WELDED MTL. DOOR FRAME W1 518" PROJECTION TO ALIGN FLUSH W1 12" MTL. CLADDED BASE 3 5/8" X 20 GA. MTL. STUDS @ 16" O.C. (SEE DET. A8.3 -06 FOR MTL. WALL STUD TABLE) TYP. JAMB ANCHOR WELD 5/8" x 5/8" MTL. DOOR STOP TO RUN FULL LENGTH OF DOOR. BOTH SIDES LINE OF DOOR 1/2" PLYWD. SHT'G (FIRE RATED AS REQ'D) 12" MTL. CLADDED WALL BASE B1 12" MTL. CLADDED WALL BASE (B1) 1/2" PLYWD. SHT'G (FIRE RATED AS REQ'D) 5/8" GYP. BD. WELDED MTL. DOOR FRAME W/ 5/8" PROJECTION TO ALIGN FLUSH W/12" MTL. CLADDED BASE 3 5/8" X 20 GA. MTL. STUDS @ 16" O.C. (SEE DET. A8.3 -06 FOR MTL. WALL STUD TABLE) TYP. JAMB ANCHOR n Scale 3 1 - Scale 1 1/2"= 1' -0' Scale 3 1' -0" \ \ / / / / \ / / • 04 PARTIAL HT.NON -RATED WALL r u n r � I- 06 90 DEG. PARTITION n 05 FULL HT. NON -RATED WALL CONNECT NEW FRAMING TO UNDERSIDE OF STRUCTURE 20 GA. MTL. BRACES @ 8 -0" O.C. STAGGERED 3 5/8 OR 6" X 20 GA. MTL. STUDS @ 16 " O.C. (SEE DET. A8.3 -06 FOR MTL. WALL STUD TABLE) LINE OF CEIL. WHERE OCCURS 5/8" GYP. BD. EACH SIDE LEVEL "4" FINISH 12" WD. LAMINATE WALL BASE 0/ 1/2" PLYWD. (WHERE OCCURS) ( B3 ) 6" RUBBER BASE (WHERE OCCURS) ( B2 ) METAL RUNNER RAMSET @ 4'-O" O.0 & 6" FROM CORNERS PROVIDE ACOUSTICAL SEALANT CAULKING @ BOTH SIDES OF WALL BOTTOM FIN. FLOOR CONNECT NEW FRAMING TO UNDERSIDE OF STRUCTURE 3 5/8 OR 6" X 20 GA. MTL. STUDS @ 16 " Q.C. (SEE DET. A8.3 -06 FOR MTL. WALL STUD TABLE). 5/8" GYP. BD. EACH SIDE LEVEL "4" FINISH 12" WD. LAMINATE WALL BASE 0/ 1/2" PLYWD. (WHERE OCCURS OCCURS ( B3 ) 6" RUBBER BASE WHERE ( B2) METAL RUNNER RAMSET @ 4'-O" O.0 & 6" FROM CORNERS PROVIDE ACOUSTICAL SEALANT CAULKING @ BOTH SIDES OF WALL TOP & BOTTOM FIN. FLOOR 5/8" GYP. BOARD REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 5 2008 City Of TukWila BUILDING DIVISION 01 02 3 5/8 OR 6" X 20 GA. MTL. STUDS @ 16 " O.C. (SEE DET. A8.3 -06 FOR MTL. WALL STUD TABLE) LEVEL 4 FINISH 03 Valerio Architects .Ar i ecture, Design Planning OAKLEY SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION Dale Modified: Dale Created: Scale: Project No.• Drawn By: CAD File: APR 3 0 ZOO E mig CENT 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323254.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: infoOvalerioarchitects.com 9143 REGISTERED ARCHITECT NICCOLO VALERIO STATE OF WASH( PROJECT 04/18/08 Permit/ Bid/ LL Review Set This document contains information proprietary to Valerio Architects and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerio Architects, Details 04/17/08 04/04/08 AS SHOWN 586-08-29 NB 586 -A8.1- DETAILS . 1 DISPLAY WALL PLAN Scale 3/4 "= 1' -0" Scale 3 "= 1' -0" 10 GA VERT. HANGER WIRE @ 4' -0" D.C. EACH WAY W/ MIN. 3 TURNS WAN 1 1/2" MAX. 0 BOTH ENDS OF WIRE SUPPLY DIFFUSER. SEE MECH DRAWINGS MIN. 3 5/8" 0/ 6 "X 20 GA. MTL. STUDS @ 16" O.C. 1 1/2" MAIN RUNNER CHANNELS @ 4' -O" OC 7/8" MTL FURRING CHANNELS 016 "OC 5/8" GYP BOARD 7 6 CEILING COVE Scale 1 1/2 " =1' -0" 6 2 ' -O " EQ. 6" MIN. 6 I. 6 2 ' -0 " 6" SPACER/ SHIM 1/4" X 9/16" BLACK "U" REVEAL MOULDING BY OAKLEY DISPLAY WALL ENLARGED PLAN 1 '_0„ r L J (SEE PLAN) 6 2 ' -0 " 6 1%0" 6" 6 2, 6" ( P1 ) PAINT FINISH BLK. FROM SOFFIT EDGE UP VARIES SEE PLAN 6" 2' { 1 , - 0„ 6 I 6” MIN. Jr Jr (E) DEMISING WALL RECESSED T- STANDARDS W/ BRACKET HOLES 1" O.C. PAINT BLACK BY OAKLEY. MOUNTING HOLES 12" O.C. STANDARD 96" LENGTH 1/2" DUROCK PANELING 23 5/8 "" X 96" SHEETS (BY OAKLEY) W/ PROTECTIVE CLEAR COAT FINISH BY G.C. (W1 ) (2) 6" X 20 GA. FLAT MTL. STRAP FASTEN TO (E) DEMISING WALL & FRAMING (E) DEMISING WALL PAINT WALL BEHIND STANDARDS BLACK. TYP. (2) 1 5/8" X 20 GA. MTL. STUDS @ 24" O.C. RECESSED T- STANDARDS WI BLACK POWDER COAT FINISH. (REEVE EQIUPMENT CO. #5- 703 -8 -MB) BY OAKLEY 05 1/2" DUROCK BRAND CEMENT BOARD PANELING 23 5/8" X 96" SHEETS (BY OAKLEY) W /PROTECTIVE CLEAR COAT FINISH BY G.C. EXPOSE NON -PRINT SIDE.('") (4) 6" X 20 GA. FLAT MTL. STRAP FASTEN TO (E) DEMISING WALL & FRAMING @ 9' -1/2 ", 6' -6 1/8 ", 3' -10 7/8 ", 1' -41 /2" CONNECT NEW FRAMING TO UNDERSIDE OF STRUCT. (E) DEMISING WALL 3 5/8" 0/ 6 "X 20 GA. MTL. STUDS @ 16" O.C. START PAINT FINISH (BLACK), FROM THIS POINT UP ( P1) 5/8" GYP BOARD CONTINUOUS RECESSED TRACK LIGHT 12' -6" B.O. SUSPENDED A.F.F CEILING DRYWALL CORNER BEAD 11' -0" elk B.O. SOFFIT A.F.F 5/8" GYP BOARD Scale 1 1/2' 1' -0" Scale 1:1 n r a,a,ia daa.r,U,?A ra 07 1/2" REVEAL 06 DUROCK DISPLAY WALL UNDERSIDE OF STRUCTURE CONNECT NEW FRAMING TO UNDERSIDE OF MEZZ. STRUCTURE ( P1 ) ABOVE SOFFIT CORNER UP 1/2" GYP. BD. LEVEL 4 PAINT FINISH 022) 3 5/8 OR 6" X 20 GA. MTL. STUDS @ 16 " O.C. (SEE DET. A8.3 - 06 FOR MTL. WALL STUD TABLE) LINE OF CEILING WHERE OCCURSE DRY WALL CORNER BEAD AFF PROVIDE SCREW I L 6" X 20 GA. MTL. STRAP FASTEN TO (E) DEMISING WALL FRAMING @ 12' -0" 1/2" GYP. BD. LEVEL 4 PAINT FINISH P2 AFF 1/2" U CHANNEL REVEAL MOLDING (BLACK) BY OAKLEY 1/2" DUROCK BRAND CEMENT BOARD PANELING 23 5/8" X 96" SHEETS (BY OAKLEY) W/ PROTECTIVE CLEAR COAT FINISH BY G.C. EXPOSE NON -PRINT SIDE. ( W1 6" X 20 GA. MTL. STRAP FASTEN TO (E) DEMISING WALL FRAMING 0 8' -0" 1/2" DUROCK BRAND CEMENT BOARD PANELING 23 5/8" X 96" SHEETS (BY OAKLEY) W/ PROTECTIVE CLEAR COAT FINISH BY G.C. EXPOSE NON -PRINT SIDE. (Wi ) 6" X 20 GA. MTL. STRAP FASTEN TO (E) DEMISING WALL FRAMING @ 4'-O" 3 5/8 OR 6" X 20 GA. MTL. STUDS @ 16 " O.C. (SEE DET. A8.3 - 06 FOR MTL. WALL STUD TABLE) 1 5/8" X 20GA MTL STUDS @ 1' -0" O.C. 1/2" X 1 1/2" "L" MTL REVEAL MOLDING BY OAKLEY'S MTL. FABRICATOR 12" MTL. CLAD WALL BASE 0/ 1/2" PLYWD. ( Bi ) PROVIDE ACOUSTICAL CEILING CAULKING AT BOTH SIDES OF WALL TOP & BOTTOM METAL RUNNER RAMSET @ 4' -0" 0.0 & 6" FROM CORNERS FIN. FLR. Do (E) MALL FINISH 1/2" FRY REGLET "F" REVEAL MOLDING (BLACK) STL. CLADDING 0/ 1/2" FIRE RETARDANT PLYWD. SHEATHING AS REQ'D PAINT FINISH FROM 10" 11' -Q" R (-) SOFFIT 4' - T 0 DUROCK 0 C W- Scale 1 1/2"= 1' -0" tV 0 Scale 3/8 "= 1' -0" t i 03 BACKWRAP @GRAPHIC WALL REVIEWED FOR 1 I CODE COMPLIANCE APPROVED MAY 15 2008 I " 1 UNDERSIDE OF STRUCT. CONNECT NEW FRAMING TO UNDERSIDE OF STRUCT. ( Pi )PAINT FINISH FROM 10" ABOVE SOFFIT CORNER UP 5/8" GYP. BD. (TYPE X) LEVEL 4 FINISH P2 (E) DEMISING WALL DRY WALL CORNER BEAD 022) 11' -0" AFF B.O. SOFFIT RECESSED LT. FIXT. SEE LIGHT FIXT. SCHED. LARGE GRAPHIC WALL HUNG FROM WOOD BLOCKING MOUNTED TO WALL. SUPPLIED BY OAKLEY. 5/8" GYP. BD. (TYPE X) LEVEL 4 FINISH (E) DEMISING WALL CUSTOM CABINET BY OAKLEY 12" MTL. CLAD WALL BASE 0/ 1/2" PLYWD. B1 4" MTL. CLAD WALL TOE KICK 0/ 1/2" PLYWD. L Bi) FIN. FLR. City Of Tukwila BUILDING OrVISION 1/2" "U" MTL. REVEAL CHANNEL MOLDING BY MTL. FABRICATOR ,"„FLAT HEAD SCREW & WASHER TYP. (BLACK) WASHER BY OAKLEY 1 4 "X 20GA. FLAT MTL. STRAP. FASTEN TO (E) DEMISING WALL FRAMING 0 9' -1/2 ", 6' -6 1/8 ", 3' -10 7/8 ", 1'-4 1/2" 1/2" X 23 5/8" X 96" CEMENT BOARD PANELING SHEETS (BY OAKLEY) WI PROTECTIVE CLEAR COAT FINISH BY G.C. yU1 7/8" STANDARDS W/ 1" LONG SLOTS @ 2" O.C. PAINT BLACK BY OAKLEY. MOUNTING HOLES 12" O.C. (REEVE EQUIPMENT CO. #700 -8) SUPPLIED BY OAKLEY 1/4 "x 9/16" "U" CHANNEL REVEAL MOLDING TYP (BLACK) BY OAKLEY 1 /2 "x 1/2" "L" MTL. REVEAL MOLDING BY MTL. FABRICATOR 12" MTL. CLAD WALL BASE 0/ 1/2" PLYWD. 04 CEMENT BOARD DISPLAY WALL ELEV. 02 CENNE APR 3 0 ZOOS ='ERM1T CENTS Valerio Architects Architecture, Design Planning OAKLEY Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323254.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: info ©valerioarchitects.com 9143 NI REGISTERED ARCHITECT NICCOLO VALERIO STATE OF WAS TON PROJECT SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TUKWILA, WA 98188 Date DESCRIPTION 04/18/08 Permit/ Bid/ LL Review Set This document contains information proprietary to Valeria Architects and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerio Architects, Details 04/18/08 04/04/08 AS SHOWN 586-08-29 NB 586 -A8.2- DETAILS - I 2 ' -O " V-10" 2" / : 1 DISPLAY WALL PLAN Scale 3/4 "= 1' -0" Scale 3 "= 1' -0" 10 GA VERT. HANGER WIRE @ 4' -0" D.C. EACH WAY W/ MIN. 3 TURNS WAN 1 1/2" MAX. 0 BOTH ENDS OF WIRE SUPPLY DIFFUSER. SEE MECH DRAWINGS MIN. 3 5/8" 0/ 6 "X 20 GA. MTL. STUDS @ 16" O.C. 1 1/2" MAIN RUNNER CHANNELS @ 4' -O" OC 7/8" MTL FURRING CHANNELS 016 "OC 5/8" GYP BOARD 7 6 CEILING COVE Scale 1 1/2 " =1' -0" 6 2 ' -O " EQ. 6" MIN. 6 I. 6 2 ' -0 " 6" SPACER/ SHIM 1/4" X 9/16" BLACK "U" REVEAL MOULDING BY OAKLEY DISPLAY WALL ENLARGED PLAN 1 '_0„ r L J (SEE PLAN) 6 2 ' -0 " 6 1%0" 6" 6 2, 6" ( P1 ) PAINT FINISH BLK. FROM SOFFIT EDGE UP VARIES SEE PLAN 6" 2' { 1 , - 0„ 6 I 6” MIN. Jr Jr (E) DEMISING WALL RECESSED T- STANDARDS W/ BRACKET HOLES 1" O.C. PAINT BLACK BY OAKLEY. MOUNTING HOLES 12" O.C. STANDARD 96" LENGTH 1/2" DUROCK PANELING 23 5/8 "" X 96" SHEETS (BY OAKLEY) W/ PROTECTIVE CLEAR COAT FINISH BY G.C. (W1 ) (2) 6" X 20 GA. FLAT MTL. STRAP FASTEN TO (E) DEMISING WALL & FRAMING (E) DEMISING WALL PAINT WALL BEHIND STANDARDS BLACK. TYP. (2) 1 5/8" X 20 GA. MTL. STUDS @ 24" O.C. RECESSED T- STANDARDS WI BLACK POWDER COAT FINISH. (REEVE EQIUPMENT CO. #5- 703 -8 -MB) BY OAKLEY 05 1/2" DUROCK BRAND CEMENT BOARD PANELING 23 5/8" X 96" SHEETS (BY OAKLEY) W /PROTECTIVE CLEAR COAT FINISH BY G.C. EXPOSE NON -PRINT SIDE.('") (4) 6" X 20 GA. FLAT MTL. STRAP FASTEN TO (E) DEMISING WALL & FRAMING @ 9' -1/2 ", 6' -6 1/8 ", 3' -10 7/8 ", 1' -41 /2" CONNECT NEW FRAMING TO UNDERSIDE OF STRUCT. (E) DEMISING WALL 3 5/8" 0/ 6 "X 20 GA. MTL. STUDS @ 16" O.C. START PAINT FINISH (BLACK), FROM THIS POINT UP ( P1) 5/8" GYP BOARD CONTINUOUS RECESSED TRACK LIGHT 12' -6" B.O. SUSPENDED A.F.F CEILING DRYWALL CORNER BEAD 11' -0" elk B.O. SOFFIT A.F.F 5/8" GYP BOARD Scale 1 1/2' 1' -0" Scale 1:1 n r a,a,ia daa.r,U,?A ra 07 1/2" REVEAL 06 DUROCK DISPLAY WALL UNDERSIDE OF STRUCTURE CONNECT NEW FRAMING TO UNDERSIDE OF MEZZ. STRUCTURE ( P1 ) ABOVE SOFFIT CORNER UP 1/2" GYP. BD. LEVEL 4 PAINT FINISH 022) 3 5/8 OR 6" X 20 GA. MTL. STUDS @ 16 " O.C. (SEE DET. A8.3 - 06 FOR MTL. WALL STUD TABLE) LINE OF CEILING WHERE OCCURSE DRY WALL CORNER BEAD AFF PROVIDE SCREW I L 6" X 20 GA. MTL. STRAP FASTEN TO (E) DEMISING WALL FRAMING @ 12' -0" 1/2" GYP. BD. LEVEL 4 PAINT FINISH P2 AFF 1/2" U CHANNEL REVEAL MOLDING (BLACK) BY OAKLEY 1/2" DUROCK BRAND CEMENT BOARD PANELING 23 5/8" X 96" SHEETS (BY OAKLEY) W/ PROTECTIVE CLEAR COAT FINISH BY G.C. EXPOSE NON -PRINT SIDE. ( W1 6" X 20 GA. MTL. STRAP FASTEN TO (E) DEMISING WALL FRAMING 0 8' -0" 1/2" DUROCK BRAND CEMENT BOARD PANELING 23 5/8" X 96" SHEETS (BY OAKLEY) W/ PROTECTIVE CLEAR COAT FINISH BY G.C. EXPOSE NON -PRINT SIDE. (Wi ) 6" X 20 GA. MTL. STRAP FASTEN TO (E) DEMISING WALL FRAMING @ 4'-O" 3 5/8 OR 6" X 20 GA. MTL. STUDS @ 16 " O.C. (SEE DET. A8.3 - 06 FOR MTL. WALL STUD TABLE) 1 5/8" X 20GA MTL STUDS @ 1' -0" O.C. 1/2" X 1 1/2" "L" MTL REVEAL MOLDING BY OAKLEY'S MTL. FABRICATOR 12" MTL. CLAD WALL BASE 0/ 1/2" PLYWD. ( Bi ) PROVIDE ACOUSTICAL CEILING CAULKING AT BOTH SIDES OF WALL TOP & BOTTOM METAL RUNNER RAMSET @ 4' -0" 0.0 & 6" FROM CORNERS FIN. FLR. Do (E) MALL FINISH 1/2" FRY REGLET "F" REVEAL MOLDING (BLACK) STL. CLADDING 0/ 1/2" FIRE RETARDANT PLYWD. SHEATHING AS REQ'D PAINT FINISH FROM 10" 11' -Q" R (-) SOFFIT 4' - T 0 DUROCK 0 C W- Scale 1 1/2"= 1' -0" tV 0 Scale 3/8 "= 1' -0" t i 03 BACKWRAP @GRAPHIC WALL REVIEWED FOR 1 I CODE COMPLIANCE APPROVED MAY 15 2008 I " 1 UNDERSIDE OF STRUCT. CONNECT NEW FRAMING TO UNDERSIDE OF STRUCT. ( Pi )PAINT FINISH FROM 10" ABOVE SOFFIT CORNER UP 5/8" GYP. BD. (TYPE X) LEVEL 4 FINISH P2 (E) DEMISING WALL DRY WALL CORNER BEAD 022) 11' -0" AFF B.O. SOFFIT RECESSED LT. FIXT. SEE LIGHT FIXT. SCHED. LARGE GRAPHIC WALL HUNG FROM WOOD BLOCKING MOUNTED TO WALL. SUPPLIED BY OAKLEY. 5/8" GYP. BD. (TYPE X) LEVEL 4 FINISH (E) DEMISING WALL CUSTOM CABINET BY OAKLEY 12" MTL. CLAD WALL BASE 0/ 1/2" PLYWD. B1 4" MTL. CLAD WALL TOE KICK 0/ 1/2" PLYWD. L Bi) FIN. FLR. City Of Tukwila BUILDING OrVISION 1/2" "U" MTL. REVEAL CHANNEL MOLDING BY MTL. FABRICATOR ,"„FLAT HEAD SCREW & WASHER TYP. (BLACK) WASHER BY OAKLEY 1 4 "X 20GA. FLAT MTL. STRAP. FASTEN TO (E) DEMISING WALL FRAMING 0 9' -1/2 ", 6' -6 1/8 ", 3' -10 7/8 ", 1'-4 1/2" 1/2" X 23 5/8" X 96" CEMENT BOARD PANELING SHEETS (BY OAKLEY) WI PROTECTIVE CLEAR COAT FINISH BY G.C. yU1 7/8" STANDARDS W/ 1" LONG SLOTS @ 2" O.C. PAINT BLACK BY OAKLEY. MOUNTING HOLES 12" O.C. (REEVE EQUIPMENT CO. #700 -8) SUPPLIED BY OAKLEY 1/4 "x 9/16" "U" CHANNEL REVEAL MOLDING TYP (BLACK) BY OAKLEY 1 /2 "x 1/2" "L" MTL. REVEAL MOLDING BY MTL. FABRICATOR 12" MTL. CLAD WALL BASE 0/ 1/2" PLYWD. 04 CEMENT BOARD DISPLAY WALL ELEV. 02 CENNE APR 3 0 ZOOS ='ERM1T CENTS Valerio Architects Architecture, Design Planning OAKLEY Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323254.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: info ©valerioarchitects.com 9143 NI REGISTERED ARCHITECT NICCOLO VALERIO STATE OF WAS TON PROJECT SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TUKWILA, WA 98188 Date DESCRIPTION 04/18/08 Permit/ Bid/ LL Review Set This document contains information proprietary to Valeria Architects and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerio Architects, Details 04/18/08 04/04/08 AS SHOWN 586-08-29 NB 586 -A8.2- DETAILS 16 GAUGE "CC" STUDS MAX. HGT. (O.C.) DESIGNATION MAX. HGT. (O.C.) DESIGNATION UP TO 18' -8" 12 " 3580016 UP TO 23' -2" 24" 6000016 UP TO 17' -4" 16" 3580016 UP TO 38' -0" 12" SOOCC16 UP TO 15' -8" 24 " 3580016 UP TO 32' -6" UP TO 35' -6" 16" 8000016 UP TO 3O' -O" 12" 6000016 UP TO 30' -0" 24" 8000016 UP TO 27' -0" 16" 600CC16 UP TO 13'-2" 12" 250CC20 UP TO 26' -0" 18 GAUGE "CC" STUDS MAX. HGT. (O.C.) DESIGNATION MAX. HGT. (O.C.) DESIGNATION UP TO 18' -6" 12" 3580018 UP TO 22' -0" 24" 6000018 UP TO 17' -0" 16" 358CC18 UP TO 35' -6" 12" 8000018 UP TO 14' -6" 24" 358001 8 UP TO 32' -6" 16" 800CC18 UP TO 28' -0" 12" 6000018 UP TO 27' -0" 24" 800CC18 UP TO 25' -8" 16" 6000018 DESIGNATION UP TO 13'-2" 12" 25 GAUGE "IC" STUDS: MAX. HGT. (O.C.) DESIGNATION MAX. HGT. (O.C.) (O.C.) DESIGNATION UP TO 10' -0" 12" 2501025 UP TO 13' -0" 12" 3581025 UP TO 9' -0" 16" 2501025 UP TO 11' -6" 16" 3581025 UP TO 7' -6" 24" 2501025 UP TO 9' -8" 24" 3581025 12" 20 GAUGE "CC" STUDS: MAX. HGT. (O.C.) DESIGNATION UP TO 7' -8" MAX. HGT. (O.C.) DESIGNATION UP TO 13'-2" 12" 250CC20 UP TO 26' -0" 12" 6000020 UP TO 12' -2" 16" 2500020 UP TO 24' -6" 16" 6000020 UP TO 10' -0" 24" 2500020 UP TO 20' -0" 24" 6000020 UP TO 17' -8" 12" 358CC20 UP TO 33' -0" 12" 8000020 UP TO 16' -2" 16" 358CC20 UP TO 30' -0" 16" 8000020 UP TO 14' -0" 24" 3580020 UP TO 26' -2" 24" 800CC20 16 GAUGE JOISTS MAX SPAN (O.C.) DESIGNATION MAX SPAN (O.C.) DESIGNATION UP TO 6' -0" 12" 1581020 UP TO 8' -10" 24" 3501020 UP TO 5' -6" 16" 1581020 UP TO 12-0" 12" 3581020 UP TO 4' -9" 24" 1581020 UP TO 10' -9" 16" 3581020 UP TO 8' -8" 12" 2501020 UP TO 9' -0" 24" 3581020 UP TO 7' -8" 16" 2501020 UP TO 13' -0" 12" 4001020 UP TO 6' -9 " 24" 2501020 UP TO 11' -6" 16" 4001020 UP TO 11' -8" 12" 3501C20 UP TO 10' -0" 24" 4001020 UP TO 10' -6" 16" 3501C20 18 GAUGE JOISTS MAX. SPAN (O.C.) DESIGNATION MAX. SPAN I(0.C.) DESIGNATION UP TO 17' -0" 12" 600EJ18 UP TO 21' -0" 12" 800EJ18 UP TO 15' -0" 16" 600EJ18 UP TO 18' -0" 16" 800EJ18 UP TO 12' -0" 24" 600EJ18 UP TO 14' -6" 24" 800EJ18 NO SCALE NO SCALE NOTE: ALL STUDS INDICATED ARE METAL STUD MANUFACTURER'S ASSOCIATION AND AFFILIATED MANUFACTURER'S, ICBO NO. 4943. ALL STUDS WILL BE SECTION TYPE "10" (FOR 25 GA. MATERIAL) OR "CC" FOR OTHERS. THIS TABLE DESIGNATES STUDS FOR NON - BEARING INTERIOR WALLS ONLY. THE STUDS IN THIS TABLE ARE NOT TO BE LOADED AXIALLY AND ARE LATERALLY UNBRACED. THE HEIGHTS ARE BASED ON WEB PUNCH -OUTS MINIMUM OF 1.3 TIMES THE WEB HEIGHT FROM THE EDGE OF BEARING. DEFLECTION LIMIT IS BASED ON 11240. 250CC25 r44 600EJ18 STOP DESIGNATION DENOTES DEPTH (TYP.) DENOTES SECTION/ GAUGE (TYP.) JOIST DESIGNATION (TYP.) DENOTES DEPTH DENOTES SECTION/ GAUGE (TYP.) METAL WALL STUD TABLE NOTE: ALL JOISTS INDICATED ARE METAL STUD MANUFACTURER'S ASSOCIATION AND AFFILIATED MANUFACTURER'S, ICBO NO. 4943. THIS TABLE DESIGNATES JOISTS FOR SINGLE SPAN ONLY, WITH MAXIMUM DESIGN LOAD OF 10 PSF L.L. & 20 PSF D.L. THE JOISTS IN THIS TABLE ARE NOT TO BE LOADED AXIALLY AND ARE LATERALLY BRACED AT THIRD POINTS (OR CONTINUOUSLY SHEATHED). DEFLECTION LIMIT IS BASED ON 11240. METAL CEILING JOIST TABLE in it In 2 1/2' 2 2" Scale 6 "= 1' -0" 18" D. ELEVATION Scale 1/2 "= 1' -0" 14" 18" A. PLAN SCALE: 1 1/2" =1' -0' 2 SCALE: 1/2" = 1' -0' 1/2 cri 2 1/2' 07 FURR OUT WALL B. CUT -OUT SIZE SCALE: 1/2" = 1' -0" E. SECTION SCALE: 1 1/2" = 1' -0' 5/8" GYP. BD. (TYPE X) 0 12" MTL. CLAD WALL BASE 0/ 1/2" PLYWD. (WHERE OCCURS) ( B1 ) PROVIDE ACOUSTICAL SEALANT CAULKING @ WALL BOTTOM FIN. FLOOR 1 0 a s a a T C. ELEV. OF CABINET FACE SCALE: 1/2" = 1' -0" 5/8" GYP. BD. (TYPE X) CONNECT NEW FRAMING TO UNDERSIDE OF STRUCTURE 5/8" GYP. BD. (TYPE X) P2 METAL RUNNER RAMSET @ 4' -0" O.0 & 6" FROM CORNERS SELF TAPPING DRYWALL SCREWS 1" OUT / EQ. LOCATION DISTANCE ELF TAPPING DRYWALL SCREWS 1" OUT / EQ. LOCATION DISTANCE 35/8 OR6 "X 20 GA. MTL. STUDS @ 16 " O.C. (SEE DET. A8.3 -06 FOR MTL. WALL STUD TABLE) RECESSED DOWNLIGHT AT COLUMN DISPLAY (SEE SHEET A0.5 FOR LIGHT FIXTURE SCHEDULE) SELF TAPPING DRYWALL SCREWS 1" OUT / EQ. LOCATION DISTANCE PROVIDE ADEQUATE BRACING RECESSED PRE -FAB COLUMN DISPLAY OR MIRROR. MIRROR BY GC OWNER PROVIDED FIXTURE. NO LIGHT IN MIRROR CABINET. (SEE CUTSHEET FOR ACTU ALSIZE) PROVIDE ADEQUATE BRACING SELF TAPPING DRWYALL SCREWS 1" OUT /EQ. LOCATION DISTANCE HITE CAULKING AROUND EDGES. 12" MTL. CLAD WALL BASE 0/1/2" PLYWD. FIN. FLR. { P1 ) 3 5/8 OR 6" X 20 GA. MTL. STUDS @ 16 " O.C. (SEE DET. A8.3 -06 FOR MTL. WALL STUD TABLE) ( B1 ) METAL RUNNER RAMSET @ 4' -O" O.0 & 6" FROM CORNERS DRESSING ROOM MIRROR Scale 3/4 "= 1' -0" CL In rr ELEVATION 06 COL. DISPLAY & MIRROR W/ STORAGE 04 COAT /HAT HOOKS RACK Scale 1"= 1' -0" 1) 0 1w 9 (E) DEMISING WALL Scale 1 1/2" = 1' -0" • • ••••• • I I. • • f. -' SECTIO 1' -0" 1' -0" n 2'-O" 05 GYP. BD. CEILING FRAMING 5/8" GYP. BD. 18 "X 65" MTL. MIRROR FRAME & WOOD BACKING SUPPLIED BY OAKLEY SCREW WD. BACKING TO FRAMING 1 /4 "X 35 1/8 "X 56" MIRROR W/ POLISHED EDGES BY G.C. 18 "X 65" MTL. MIRROR FRAME & WOOD BACKING SUPPLIED BY OAKLEY 1 /4 "X 14 "X 56" MIRROR W/ POLISHED EDGES BY G.C. (1/4" X 35 1/8" X 56" MIRROR @ DRESSING RM) SCREW WD. BACKING TO FRAMING 18 "X 65" MTL. MIRROR FRAME & WOOD BACKING SUPPLIED BY OAKLEY (2) SCREWS 5/8" GYP. BD: FIN. FLR. FOR CODE COMP CO LIANCE �..JD APPROVED AA AV 1 ' )L1nR .. "•in. - - Of Tukwila BU�L�iNC� L�l�iJlViv ' STRUCTURAL DECK 12" H. MTL. CLAD WALL BASE 0/ 1/2" PLYWD (3) COAT & HAT HOOK BY GRAINGER #4JG64 NATURAL ALUM. (OWNER PROVIDED) 24 "W X 6 "H MTL. CLAD ACCENT TRIM (OWNER PROVIDED) 0/1/2" PLYWD. CEILING JOIST (SEE MTL. JOIST TABLE) 5/8" GYP. BD. (TYPE X) 3 5/8" OR 6" X 20 GA. MTL. STUDS G 16" O.0 (SEE DET. A8.3 -06 FOR MTL. WALL STUD TABLE). 5/8" GYP. BD. (TYPE X) CEIL WHERE OCCURS LEVEL 4 FINISH (CLG1) 12" MTL. CLAD WALL BASE 0/ 1 /2" PLYWD. (WHERE OCCURS)( B2 ) 6" RUBBER BASE (WHERE OCCURS) ( B2 ) MTL. RUNNER RAMSET @ 4' -0" O.0 & 6" FROM CORNERS 01 02 03 Valerio Architects A rchitecture Design & Harming OAKLEY Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: PR 3 0 20 :RMIT CENT 1- 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: infoavalerioarchitects.com 9143 REGISTERED ARCHITECT NICCOLO VALERIO STATE OF WASHIN PROJECT SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TUKWILA, WA 98188 Date DESCRIPTION 04/18/08 Permit/ Bid/ LL Review Set This document contains information proprietary to Valerio Architects and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valeria Architects. Details 04/18/08 04/18/08 AS SHOWN NB 586 -A8.3- DETAILS II I i STOREFRONT SECTION 1/2" THICK x 16" SQUARE STEEL PLATE EXISTING STRUCTURAL MALL BEAM (4) 3x3x1/4" HSS, WELDED CONNECTIONS - SEE STRUCT. 1/2 "BRUSHED STAINLESS REVEAL, FLUSH AND INSET ALONG STEEL CHANNEL - (BOTH SIDES) P1 PAINT FINISH FROM 10" ABOVE DROP CEILING SOFFIT CORNER AND UP 16GA 4" METAL STUDS @ 16" O.C. A.F.F. CONTINUOUS 5 "x10 "x3/8" STRUCTURAL BENT PLATE ACCROSS TOP AND ALONG SIDES W10x39 STEEL COLUMN (SEE STRUCTURAL) MALL STRUCTURAL COLUMN BEYOND BRUSHED STAINLESS STEEL POINT - FITTING, WITH 1 1/2" STANDOFF, INSTALL PER MANUF. SPEC'S - CRLAURENCE BENT "U" SHAPE PLATE, WITH FILLER PLATES @ EA. COLUMN 48" O.C. FINISH FLOOR Scale 1 1/2 "= 1' -0" Scale 1 1' -0" WELDED CONNECTION - SEE STRUCTURAL W COLUMN, PER STRUCTURAL, SEE PLAN STOREFRONT HEAD CONN. DETAIL 05 ENLARGED STOREFRONT PLAN (N) HSS 3x3x1/4" DIAG. BRACING @ EA. COLUMN - SEE PLAN 07 STOREFRONT ENTRY SECTION 1/2 "BRUSHED STAINLESS REVEAL, FLUSH AND INSET ALONG STEEL CHANNEL - (BOTH SIDES) PAINTED GYP. BD. - SEE FINISH SCHEDULE CONTINUOUS 5"x1 0"x3/8" STRUCTURAL BENT PLATE ACCROSS TOP AND ALONG SIDES OAKLEY INTERNALLY ILLUMINATED CABINET SIGN 3 5/8 OR 6" X 20 GA. MTL. STUDS @ 16 " O.C. (SEE DET. A8.1 -06 FOR MTL. WALL STUD TABLE) MTL CLADDING OVER 1/2" PLYWD. SHEATHING. FIRE RATED AS REQ'D RECESSED DOWN LIGHT. SEE SHEET A0.4 FOR LIGHT FIXTURE SCHEDULE RECESS 1/2" GLASS TRANSOM AT TOP AND BOTTOM WITHIN 1/2" TRACK, EPDXY FILL CRL PIVOT DOOR SYSTEM - SUPPORTING TRANSOM AN SWING DOORS, SEE DOOR SCHEDULE, INSTALL PER MANUF. SPEC'S CRL PIVOT DOOR SYSTEM MODEL# MS2OBS SET, CRLAURENCE - INSTALL PER MANUF. SPEC'S. 12" MTL BASE O/ 2 LAYERS OF 1/2" PLYWD. SHEATHING. FIRE RATED AS REQ'D Scale: 3/8 1' -0" STOREFRONT BASE DETAIL Scale 1 1/2"= 1' -0" TUBE STEEL COLUMN C5X10 CUSTOM CHANNEL - TOP AND SIDES BRUSHED STAINLESS STANDOFF GLASS FITTING - SEE ELEVATIONS Scale: 3/4 "= 1' -0" 8%10 112" 1' -2 1/2" BRUSHED STAINLESS 1 1/2" STAND -OFF, FITTING & CAP W10x39 STEEL COLUMN (SEE STRUCTURAL) FINISH FLOOR FIELD WELD BENT "U" TO BASE PLATE, PER STRUCT. 06 ENLARGED STOREFRONT ENTRY PLAN 8%10 1/2" 27' -O 1/2" 3/8" CLEAR TEMPERED GLASS PANELS - (SEE ELEV.) BENT "U" SHAPE PLATE, WITH FILLER PLATE INSIDE, @ EA. COLUMN 48" O.C. 3/4" THICK BASE PLATE ANCHORED TO MALL SUB - FLOOR - (SEE STRUCTURAL) MALL STRUCTURAL COLUMN BEYOND 8 - 2 " 1 1/2" 8%10 1/2" BRUSHED STAINLESS, (CAP114BS), WITH 1 -1/2" BRUSHED STAINLESS STANDOFF BASE, (SOB114112BS), WITH 3 1/4" STAINLESS 5/16" THREADED ROD, (NLN51618S) - CRLAURENCE, (800) 421 -6144 LINE OF BULK -HEAD ABOVE BRUSHED SATINLESS CAP, GALVANIZED ROD AND 1 1/2" STANDOFF SUPPORTING GLASS PANELS LINE OF BULK -HEAD ABOVE W10x39 STEEL COLUMN (SEE STRUCTURAL) i'-2 1/2" 3/8" BENT "C" SHAPE PLATE EXISTING MALL COLUMN W10x39 STEEL COLUMN CONTINUOUS 3/8" BENT PLATE "U" SHAPE W/ STIFFENERS @ EA. COLUMN, 48" O.C. 3/8" BENT "C" SHAPE PLATE 3/8" CLEAR TEMPERED GLASS PANELS - (SEE ELEV.) REVIEWED FOR CODE COMPLIANCE APPROVED MAY 15 2008 City Of Tukwila , , es• �vw.TR. A ,e-. i►WF. rre” eCiAN METAL CLADDING - ALL AROUND M1 (SEE FINISH SCHEDULE) Valerio Architects Architecturv., Dcsign & Planning OAKLEY Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: s - 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: info @valerioarchitects.com 9143 REGISTERED ARCHITECT NICCOLO VALERIO STATE OF WASHINGT PROJECT SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION 04/18/08 Permit/ Bid/ LL Review Set This document contains information proprietary to Valerio Architects and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerio Architects. Storefront Details 04/25/08 04/04/08 AS SHOWN 586 -08 -29 NB 586 -A8.4- DETAILS Air Distribution Schedule MARK MODEL NUMBER MAKE DUTY CONNECT, SIZE FACE SIZE SELECTION AIR FLOW PATTERN INSTALLATION FINISH REMARKS ACCESSORIES SUPPLYRETURNEXHAUST CFM MAX. N,C, LEVEL DUCT CEILING WALL A FL - 10 - JT TITUS X 12 "0 48 "X1' 500 30,0 JET THROW X WHITE - -15 - JT INSULATED WITH FBPI PLENUM O B FL -10 -HT TITUS X 12 "0 48 "X1" 500 30,0 HI -THROW X WHITE WITH FBPI INSULATED PLENUM n n \--!J V`J C FL -10 TITUS X N/A L* X1" 400 30.0 N/A X WHITE NON - DUCTED (PLENUM RETURN) 2 D PCS TITUS X 8 "0 24 "x24" 200 30.0 4 -WAY X WHITE E PAR TITUS X 14 "0 24"X24" 200 30.0 N/A X WHITE F 300RS TITUS X 14 "0 24"X24" 200 30,0 N/A X WHITE VAV IDENTIFICATION DESIGN CFM MEASURED CFM DISCHARGE S.P. ( "WG) y DISCHARGE TEMP. CO VAV -1 1530 • - -- HVAC LOAD CALCULATIONS Air System Information Air System Name VAV-1 Equipment Class UNDEF Air System Type VAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Peak zone sensible load Space CFM Individual peak space loads Central Cooling Coll Sizing Data Total coil load 2.8 Tons Total coil load 34.1 MBH Sensible coil load 30.0 MBH Coil CFM at Jun 1300 1421 CFM Max block CFM at Jun 1500 1453 CFM Sum of peak zone CFM 1453 CFM Sensible heat ratio 0.880 ft 470.8 BTU /(hr -ft 25.5 Water flow @ 10.0 °F rise 6.83 gpm Preheat Coil Sizing Data No heating coil loads occurred during this calculation. Supply Fan Sizing Data Actual max CFM at Jun 1500 1453 CFM Standard CFM 1429 CFM Actual max CFM/ft 1.08 CFMIft OutdoorVentilation Air Data Design airflow CFM 0 CFM CFM/11 0.00 CFM/ft Air System Information Air System Name VAV -1 Equipment Class UNDEF Air System Type VAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Peak zone sensible load Space CFM Individual peak space loads Zone Sizing Data Zone Name Zone 1 Zone Terminal Sizing Data Space Loads and Airflows Zone Name / Space Name Zone I Office/Dressing Sales Stock ZONE LOADS Window & Skylight Solar Loads Wall Transmission Roof Transmission Window Transmission Skylight Transmission Door Loads Floor Transmission Partitions Ceiling Overhead Lighting Task Lighting Electric Equipment People Infiltration Miscellaneous Safety Factor as Total Zone Loads Zone Conditioning Plenum Wall Load Plenum Roof Load Plenum Lighting Load Return Fan Load Ventilation Load Supply Fan Load Space Fan Coil Fans Duct Heat Gain / Loss a> Total System Loads Central Cooling Coil Preheat Coil Terminal Reheat Coils » Total Conditioning Key: Maximum Cooling Sensible (MBH) 26.2 Reheat Coil Load Zone Name (MBH) Zone 1 10.9 Mull. 1 1 1 0 ft Cooling Sensible (MBH) 1.9 20.4 4.0 Design Air Flow (CFM) 1453 Reheat Coil Water gpm @ 20.0 °F 1.09 Number of zones 1 Floor Area 1339.0 ft Location Tukwila, Washington Calculation Months Jan to Dec Sizing Data Calculated Load occurs at Jun 1300 OADB /WB 82.0/64.4 °F Entering DB /WB 74.9 / 62.3 °F Leaving DB / WB 55.0 / 53.8 °F Coil ADP 52.8 °F Bypass Factor 0.100 Resulting RH 50 % Design supply temp. 55.0 °F Zone T -stat Check 1 of 1 OK Max zone temperature deviation 0.0 °F Fan motor BHP 0.00 BHP Fan motor kW 0.00 kW Fan static 0.00 In wg CFM/person 0.00 CFM/person Number of zones 1 Floor Area 1339.0 ft Location Tukwila, Washington Calculation Months Jan to Dec Sizing Data Calculated Minimum Air Flow (CFM) 436 Time of Load Jun 1400 Jun 1500 Jun 1400 Zone Htg Coil Load (MBH) 0.0 Sensible Latent Details (BTU /hr) (BTU /hr) 0 f 0 011 0 1339 ft 3497 - 011 0 0 0ft 0 1339 ft 0 O ft 0 011 0 3046 W 8213 1578 W 4757 1227 W 3795 - 18 3264 3701 0 0 0 0 10% / 10% 2353 370 25878 4071 30035 4071 0% 0 - 0% 0 0% 0 1421 CFM 0 O CFM 0 1421 CFM 0 0 0% 0 - 30035 4071 30035 4094 0 - 0 - 30035 4094 Positive values are clg loads Negative values are htg loads 0 Air Flow (CFM) 103 1129 222 Time of Peak Load Jun 1500 Zone Htg Water Urn @ 20.0 °F 0.00 Heating Load (MBH) Details 0 ft 0 ft 1339 ft 0 IF 0 ft 0 ft 1339 ft 0 ft 0ft 0 0 0 436 CFM O CFM 436 CFM 0.5 2.8 0.7 Maximum Heating Load (MBH) 4.0 Mixing Box Fan Airflow (CFM) 75 Zone Floor Area (ft 1339.0 Floor Area Space (ft CFM/ft 182.0 934.0 223.0 DESIGN COOLING DESIGN HEATING COOLING DATA AT Jun 1300 HEATING DATA AT DES HTG COOLING OA DB / WB 82.0 °F / 64.4 °F HEATING OA DB / WB 23.0 °F 1 19.2 °F 0.57 1.21 0.99 Sensible Latent (BTU /hr) (BTU /hr) 0 • 3058 0 0 0 0 0 • 0 0 0 0 0 • 0 0 - 0 0 0 0 0 0 0 30% 917 0 3975 0 3655 0 0 0 0 0 0 0 -48 0% 0 3607 0 -5753 0 0 9360 3607 Positive values are htg loads Negative values are clg loads 0 0 Zone CFM/ft 1.08 MECHANICAL EQUIPMENT SCHEDULE Fan Powered Terminal Unit with Electric Heat Schedule Tag FPVAV -01 Notes: Model ATOP Size Unit 03 Inlet 12 Outlet 14x11 CFM Max 1530 Min 500 Static Pressure Inlet 0.8 Down 0.5 1. Room NC level shown includes attenuation transfer functions from tables in ARI Standard 885 -89. 2. Sound data shall be obtained from tests conducted in accordance with ARI Standard 880 -94. 3. Selections based on Titus as Manufacturer. 4. Duct dimensions are approximate. Check submittal drawings for exact dimensions. Min 0.28 NC Levels Rad. 38 Disch. 22 Fan CFM 750 ESP 0.5 Hp 0.25 CFM 1250 kW 9 Electric Heating Coil EAT / LAT 64/86.8 Volts! Ph. 480/3 VAV Pre -Test AIR BALANCING CONTRACTOR SHALL FILL OUT FOLLOWING FORM AND FORWARD TO ENGINEER, ARCHITECT, AND OWNER AFTER TESTING AND BEFORE FINAL FRAMING OF CEILING. L.L MED. PRESS. MAIN DUCT COMPANY TECHNICIAN'S NAME AABC/NEBB (CIRCLE ONE CERTIFICATION # liME DATE_ MALL ENGINEER O.A. TEMP VAV -1 TYP) VAV -2 VAV -.,. F' H.V.A.C. CONTRACTOR SHALL INSTALL A MINIMUM OF 5' -0" OF MEDIUM PRESSURE DUCTWORK FROM EXISTING OR NEW TAPS IN THE SIZE AS NOTED ON DRAWINGS FOR C,F,M., STATIC PRESSURE AND DISCHARGE AIR TEMPERATURE TESTING. EACH DUCT SHALL BE PROVIDED WITH A TEMPORARY MANUAL BALANCING DAMPER WITH LOCKING QUADRANT DAMPER. IF EXISTING V.A.V. BOXES ARE NOTED TO BE REUSED, THEN TEMPORARY BALANCING DAMPERS NEED NOT BE INSTALLED. H.V.A.C. CONTRACTOR, PRIOR TO TESTING SHALL INFORM THE LANDLORD OF HIS INTENTIONS SO THAT THE LANDLORD CAN CONFIRM THAT HIS UNIT IS RUNNING AT CAPACITY, THE AIR BALANCING CONTRACTOR SHALL PERFORM A PRELIMINARY AIR BALANCE OF V,A.V. SYSTEM SETTING ALL DAMPERS OR EXISTING V.A.V. BOXES TO THE REQUIRED C,F,M, AS NOTED ON THE MECHANICAL EQUIPMENT SCHEDULE. G.F.M. READINGS, STATIC PRESSURE READINGS AND DISCHARGE AIR TEMPERATURE READINGS SHALL BE RECORDED ALONG WITH THE TIME OF DAY AND OUTDOOR AIR CONDITIONS WHEN READINGS WERE TAKEN. THIS INFORMATION, ALONG WITH AIR BALANCE CERTIFICATION NUMBER, SHALL BE FORWARDED TO THE MECHANICAL ENGINEER, APPROVAL SHALL BE OBTAINED FROM THE MECHANICAL ENGINEER' PRIOR TO THE INSTALLATION OF ANY DUCTWORK. THIS TEST MUST BE PERFORMED PRIOR TO FABRICATION OF ANY DUCTWORK. ANY FABRICATION OF DUCTWORK PRIOR TO THIS SHALL BE AT THE CONTRACTOR'S OWN FINANCIAL RISK. H,V,A,C, CONTRACTOR, UPON APPROVAL FROM MECHANICAL ENGINEER, SHALL REMOVE TEMPORARY MANUAL BALANCING DAMPER AND COMPLETE INSTALLATION OF DUCTWORK AND V.A,V. BOXES IN ACCORDANCE TO SPECIFICATIONS AND DETAILS, FAX RESULTS OF TEST TO ARCHITECT, OWNER'S PROJECT MANAGER, AND MECHANICAL ENGINEER AND OBTAIN APPROVAL PRIOR TO DUCT FABRICATION. *: LENGTH OF TYPE "C" DIFFUSER, FL- 10, SHALL BE CONTINUOUS ACROSS SALES CEILING, TO LENGTH SHOWN ON ARCHITECTURAL PLANS. ACCESSORIES: 0 PROVIDE YOUNG REGULATOR 5020CC ROUND DAMPER IN SHEET METAL DUCTWORK AHEAD OF FLEX DUCT, WITH YOUNG REGULATOR CABLE - ACTUATED DAMPER, ADJUSTABLE THROUGH FACE OF DIFFUSER WITH SOCKET WRENCH FOR AIR BALANCING, 0 PROVIDE TAPE -IN TYPE CONCEALED BORDER FRAME AROUND DIFFUSER. SYMBOL DESCRIPTION LEGEND ROUND RETURN /EXHAUST /SUPPLY DUCT RECTANGULAR RETURN/ EXHAUST/ SUPPLY DUCT INTERNALLY INSULATED RECTANGULAR RETURN/ EXHAUST! SUPPLY DUCT FLEXIBLE DUCT (6' -0" MAX. U.O.N.) 1111111111)))i SUPPLY AIR DUCT UP EXHAUST AIR DUCT UP RETURN AIR DUCT UP CEILING SUPPLY DIFFUSER a A.F.F. B.O.D. CL CD (E) E.C. EF M.C. M.V.D. (N) N.I.C. NTS O.B.D. O.S.A. P.O.C. PROVIDE (R) S.D. U.O.N. CEILING EXHAUST REGISTER CEILING RETURN GRILLE THERMOSTAT (MOUNT AT 48" A.F.F.) REMOTE TEMPERATURE SENSOR (MOUNT AT 48" A.F.F.) DUCT- MOUNTED SMOKE DETECTOR POINT OF CONNECTION TO EXISTING ITEMS DOS 2�2 ABBREVIATIONS ABOVE FINISHED FLOOR BOTTOM OF DUCT CENTER LINE CONDENSATE DRAIN EXISTING ELECTRICAL CONTRACTOR EXHAUST FAN MECHANICAL CONTRACTOR MANUAL VOLUME DAMPER NEW NOT IN CONTRACT NOT TO SCALE MANUAL OPPOSED BLADE BALANCING DAMPER OUTSIDE AIR (FRESH AIR) POINT OF CONNECTION TO EXISTING ITEMS FURNISH, INSTALL AND CONNECT RELOCATE DUCT - MOUNTED SMOKE DETECTOR UNLESS OTHERWISE NOTED DRAWING SCHEDULE M0.1 Mechanical Legend, Schedules, and Load Calculations M0.2 Mechanical Details and Specifications M0.3 Mechanical Details M2.1 Mechanical HVAC Reflected Ceiling Plan APR 3 0 2° rERM\11%T CEi / i l( 7 „AID ).OV JIR�® Valerio Architects Architecture, Design & Planning DATE: Apr 25, 2008 OAKLEY 556 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION 4/26/08 REVIEW SET 4/28/08 PERMIT /BID /LL REVIEW SET This document contains information proprietary to the Architect and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of the Architect. Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: ENERGY • CONSERVATION • COMPANY 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: info®valerioarchitects.com CONSULTANT ENCON 720 Sunrise Ave, Suite 208B Roseville, CA 95661 tel # (916) 772 -8440 fox # (916) 772 -8441 email info ®encon.com Copyright © ENCON 2008 ENCON Project #:0K6118.00 I EXPIRES 11/6/ d °1 PROJECT Mechanical Legend, Schedules, and Load Calculations 4/25/08 4/15/08 AS SHOWN 586 -08 -29 BMS /RDM ENCON OK6181.00 SECTION 15500 - HEATING, VENTILATING AND AIR CONDITIONING 1.00 - GENERAL 1.01 DESCRIPTION OF WORK Furnish and install complete and operative HVAC system as shown on the drawings and specified herein. Work shall include, but not be limited to the following: A. HVAC units, see mechanical equipment schedule for more information. B. Toilet exhaust ductwork and termination with roof cap, wall louver, or connection to central exhaust system, as applicable. C. Automatic temperature controls system including 7 -day programmable thermostat(s), remote temperature sensor(s) and all control wiring and accessories required for a complete and functional system. See mechanical equipment schedule for more information. D. Ductwork and air distribution devices. E. Air balancing dampers at each diffuser and duct branch (regardless if shown on plan drawing or not). F. Hangers and supports for ductwork, piping and HVAC equipment G. Flashing of duct and pipe penetrations through exterior openings. H. Support hardware and vibration insulation for HVAC units. I. Duct Thermal and Acoustic Insulation. J. License, Permits and associated fees. K. Seismic restraints and bracing, when required. L. Duct Smoke Detectors for all HVAC equipment (new and existing) as required by local codes. 1.02 RELATED WORK INCLUDED UNDER OTHER SECTIONS A. Fire Protection, Section 15300. B. Plumbing, Section 15400. C. Testing and Balancing Section 15990. D. Line Voltage and Power Wiring, Electrical Section 16000. 1.03 EXAMINATION OF SITE Visit site before submitting bid and check location of all existing conditions that will affect this work, verify dimensions and locations shown on drawings and cover all costs. Contractor shall assume reasonable variations or minor omissions and shall complete proposed work without additional cost. Failure to visit site will not lessen responsibility or entitle additional compensation for work not included in proposal. 1.04 DRAWINGS The accompanying drawings shall be considered part of these specifications. Work and materials shown on the drawings and not mentioned in the specifications and vice versa shall be executed as if specifically mentioned or shown in both. The drawing shall be considered as schematic in nature and minor modifications of the work to comply with the structure as found shall be made. 1.05 RULES AND REGULATIONS A. All work and material shall be in full accordance with the latest rules and regulations of the State Fire Marshal and other applicable State and local rules and regulations. Nothing in these drawings or specifications shall be construed to permit work not conforming to these codes. B. Furnish without any extra charge any additional material and labor when required to comply with these laws, ordinances and codes regardless of whether shown or mentioned in these specifications or drawings. 1.06 SUBMITTALS Submit for review to Architect a complete and all- inclusive list of equipment and materials proposed for use (6 copies), accompanied by manufacturer's data sheets. Data shall be forwarded in a single package within 15 days after award of contract. Submit six copies of each shop drawing showing proposed ductwork installation. Include sizes, locations and other required information to coordinate installation with other trades. 1.07 AS -BUILT DRAWINGS A set of HVAC Prints will be furnished to the Contractor on which he shall indicate the installation "as- built" as the work progresses. Upon completion of the work, a copy of the original design drawings shall be obtained from Architect at cost, and all changes as noted on the record set of prints shall be incorporated thereon. Four copies of the set of "as- built" drawings shall be delivered to the Architect upon completion and before final acceptance of the project. 1.08 GUARANTEE The Contractor shall leave the entire installation in complete working order free from any defective material, workmanship or finish. The Contractor shall guarantee to repair or replace, without charge, defects due to faulty workmanship or material for a period of one year from the date of filing of the Notice of Completion. 1.09 OPERATION MANUALS AND OWNER INSTRUCTIONS A. Provide complete operation and maintenance manuals covering all mechanical systems and equipment that have been installed. Three (3) copies of the manual shall be bound in hardback binders. B. Provide instructions to owner as to operation of all HVAC equipment. Instruction period to commence for minimum of (2) hours and shall be scheduled at owner's convenience. 1.10 CUTTING AND PATCHING A. The contractor shall do all cutting, drilling and patching which may be required for the installation of the work under this Section of the Specifications. B. Patching shall be of the same workmanship, material, and finish and shall match accurately all surrounding construction in a manner satisfactory to Architect. No cutting of the structure shall be permitted without written approval of Architect. MECHANICAL SPECIFICATIONS 2.00 - PRODUCTS 2.01 DUCTWORK Shall be as specified in the following schedules. Materials shall be clearly stamped or marked with grades and gauges. A. Sheet metal rectangular ductwork, plenums and casing construction shall be In strict accordance with SMACNA's "HVAC Duct Construction Standards: Metal and Flexible, (latest edition). B. Sheet metal round duct shall be single -wall (unless otherwise specified on drawings), machine formed, with continuous interlocking helical seam: United McGill's "Uniseal" or approved equal. C. Materials for ductwork shall be galvanized steel, of gauges shown in SMACNA's "HVAC Duct Construction Standards: Metal and Flexible, (latest edition). All ductwork shall be constructed in accordance with the pressure - velocity classification standards no less than +/- 2"WG and ASHRAE duct sealing Level "B" (All transverse joints and longitudinal seams) for concealed ductwork, and no less than -F /- 2 "WG and ASHRAE duct sealing Level "A" (All transverse joints, longitudinal seams, and duct wall penetrations) for exposed or exterior ductwork. D. Flexible ductwork shall be pre - insulated low- pressure type (rated to 4" WG) with vapor barrier. Ducts shall meet Class 1 requirements of NFPA 90A and shall be labeled by U.L. Flexible ducts shall be ATCO Rubber Products, 30 Series or approved equal. Flexible duct is allowed only at final connections to air distribution fixtures at lengths of five feet maximum. E. Unless shown otherwise, all insulation shall be external to ductwork. 2.02 DUCTWORK ACCESSORIES A. Damper Regulators 1. Ducts with internal insulation or no insulation: DuroDyne "Quadline Damper Quadrant ", or equivalent from Young Regulator, Ventfabrics, Hardcast, or approved equal. 2. Ducts with external insulation: DuroDyne "ESO series" elevated locking quadrant regulator set, or equivalent from Young Regulator, Ventfabrics, Hardcast, or approved equal. B. Flexible Connections: Ventfabrics "Ventglas ", DuroDyne, or approved equal, U.L. approved with metal attachment. C. Air Extractor: Titus AG -225, Krueger EX -88, or approved equal. D. Turning Vanes shall comply with SMACNA HVAC Duct Construction Standards All rectangular ducts with mitered elbows shall be fitted with turning vanes. E. Spin -In- Fittings are not allowed. Use United McGill Bellmouth fitting or approved equal for round duct taps. F. Support ductwork according to the SMACNA Duct Construction Standards and the drawings. G. Access Doors In Ductwork: Shall be Ventfabrics, Ductmate or approved equal, stamped or formed insulated access doors complete with all hardware and sealant. H. Joint Sealing: 1. The following items are to be sealed with Hardcast DT tape and RTA -50 adhesive: a. Longitudinal and transverse seams of rectangular ductwork. b. All round fittings and joint connectors. 2. Flexible duct at diffusers shall use integral stainless steel draw band and pressure sensitive tape, Hardcast FG 1402 -181 BFX or equal. I. Bracings, hangers, nuts, etc. shall be galvanized steel. J. Curved elbows shall have centerline radius equal to one and one -half times duct width in plane of turn. K. Square elbows shall have turning vanes. Mitered elbows shall have splitter vanes three inches on center. L. Volume dampers shall be constructed to SMACNA Standards and shall be Young Regulator 4040 or Ruskin MDRS25 for round ducts and Young Regulator series 820 or Ruskin MD35 for rectangular ducts. 2.03 AIR DEVICES Acceptable manufacturers for Grilles and Registers: Titus, Krueger, Metal *Aire, Price, or appr oved equal. Furnished and installed by Mechanical Contractor. Provide volume dampers and paint interior flat black. Size, finish, frame types and accessories as shown on the dwgs. 2.06 INSULATION (Installed per Manufacturer's Recommendations) A. Heating and Cooling Ductwork located in interior locations: Insulate with Owens - Corning SoftR Fiber glass all service Duct Wrap, Type 150 with factory applied flame retardant Foil Reinforced Kraft Facing (FRK -25 U.L. labeled), or approved equal. Installed thermal resistance shall be a minimum of 4.2, but shall be higher as required by local energy code requirements. B. Acoustical Ductwork and Plenum and Casing Liner: 1. Provide internally lined ductwork where indicated on drawings. Acoustical duct liner shall be Certainteed Ultralite, Owens Coming quietR, or equal, matte face, 3 lb. density, 1" thick, suitable for velocities from 1500 to 4000 fpm, in compliance w/ UL723 and UL181. Secure liner to ductwork with adhesive and mechanical fasteners per SMACNA Duct Liner application standard. 2. Where internal insulation is applied, duct and plenum sizes as shown on the drawings shall be Inside clear dimensions. 3. Fiberglass duct and plenum insulation are to be applied only with manufacturer's approved adhesives, mastics and mechanical fastening devices. 2.07 TEMPERATURE CONTROL SYSTEM A. Contractor shall furnish all necessary control devices (relays, contacts, wiring, etc.) and shall provide a temperature control system as specified in the equipment schedule. B. Contractor shall post in the office typewritten instructions on operation of all controls. 3,00 - INSTALLATION AND EXECUTION 3.01 INSTALLATION REQUIREMENTS A. Ductwork: 1. Duct branches shall be fitted with volume or splitter damper and where required, extraction damper. All accessible volume controls shall have locking quadrant regulatorss. All inaccessible controls (dampers, etc.) shall be provided with permanent extensions (such as Young Regulator "Bowden" remote control cable system) to accessible spaces. Branch volume controls are in addition to volume controls at registers and diffusers. 2. Air inlets, outlets shall be properly set in place. Registers and grilles shall be tightly sealed. 3. Transitions in size of ducts shall be made by uniformly tapering sections having 1 inch increase in width for each 7 inches of run unless construction limitations require a more abrupt transition. 4. Diffusers, Grilles and Registers: Each register and diffuser shall be equipped with a volume damper or air extractor. Paint interior surface of all units flat black. Face and trim of all units shall be finished. Size, finish, frames, accessories, capacity and pattern as shown on drawings. 5. Contractor shall provide manual volume dampers at all branch ductwork in supply air, return air and outside air systems (whether shown on plans or not) where required for air balancing of HVAC systems. SECTION 15990 - TESTING, ADJUSTING AND BALANCING 1.00 - GENERAL 1.01 DESCRIPTION The testing and balancing work will be performed under a separate contract from the HVAC work. The work described in this section shall be performed by an independent test and balance agency, specializing in testing and balancing of HVAC systems and a number of the AABC or approved equal organization. 1.02 SCOPE OF WORK A. HVAC System Test and Balance in accordance with procedures established by AABC or NEBB. B. Measurement of final operating conditions of HVAC equipment. C. Test and Balance Reports, (4) copies. D. Each piece of air conditioning and heating equipment and the air distributions systems shall be tested and adjusted to insure proper functioning of all control, proper distribution of air, maintenance of temperature, elimination of drafts, noise and vibration, and left in first class operating condition. The air system shall be readjusted if required for comfort of each room. E. The mechanical contractor will make any changes in the pulleys, belts, dampers, vanes, baffles and the like required for correct balance of system as recommended by Test and Balance agency and to the satisfaction of the owner. 1.03 SUBMITTALS A. The test and balance report shall include, as a minimum, but not be limited to: 1. Each equipment shall be identified by equipment service number, manufacturer, model number, and serial number, motor horsepower, motor nameplate voltage, motor RPM, actual and design static pressure, actual outlet velocity, actual CFM, design CFM. 2. Each coil shall be identified by equipment service number, manufacturer, model number and size, number of rows, total CFM, air inlet and outlet dry bulb and wet bulb temperatures. 3. Each air outlet shall be identified with manufacture, model number, size, velocity, correction factor, actual CFM, design CFM. 4. Traverse reading of main supply, return and outside air ducts to establish air quantities. 5. Test and record temperatures from temperature controllers such as day thermostat, night thermostat. 6. Test and record temperatures from main supply air trunk, mixed air during the full heating and full cooling cycle and economizer cycle. 7. Test and balance economizer. END OF SECTION 318" DIA. ROD OR 1 X160A. HANGER STRAP (TYP) 1"X16" GA. HANGER STRAP(TYP) NOTES.; MECHANICAL DETAILS THESE TWO HANGERS ARE FOR DUCTS 25" & LARGER (MAY BE USED ON SMALLER DUCTS) r NUT & LOCKNUT SHT METAL SCREWS (TYP.) DOB .1i4IN,L DUCT SUPPORTS N.T.S. 1/4 BOLT. NUT Sc STAR WASHER (TYP) THIS HANGER IS FOR DUCTS 24" DIA & SMALLER 1"X16 GA HANGER STRAP 2" MAX, 1- 1/8"X12 GA SPLIT 1"X16 GA CONTINUOS HANGER RING COLLAR AROUND STRAP (TYP). EACH STRAP ADJACENT DUCT TO ONE ANOTHER AT HANGER LOCATION (TYP.) ROUND DUCT HANGER 3/8" DIA. ROD OR 1 "X16 GA HANGER STRAP 1. REFER TO SPECIFICATIONS FOR HANGER SPACINGS. 2. ATTACHMENTS TO OVERHEAD STRUCTURE SHALL BE MADE IN ACCORDANCE WITH STRUCTURAL ENGINEERS LIMITATIONS, ALL ATTACHMENT METHODS TO STRUCTURE SHALL BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW. 1"X16 GA CONTINUOS COLLAR DRAWN TIGHT AROUND DUCT 2 "X2"X1 /8" ANGLE TOP & BOTTOM 3/8 "BOLT,NUT & 7 - STAR WASHER 1"X18 GA STRAP OVER DUCT 1 -30" MAX #-- &O V ER TRIMS OVAL /RECTANGULAR DUCT HANGER (TYP) REQUIREMENTS AND WEIGHT 1Y 0\ Idh 4 NO 'AL ED Valerio Architects Architecture, Design & Planning DATE: Apr 25, 2008 OAKLEY 556 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION 4/26/08 REVIEW SET 4/28/08 PERMIT /BID /LL REVIEW SET This document contains Information proprietary to the Architect and Is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the priorwritten consent of the Architect. Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954,. 8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: info@valerioarchitects.com CONSULTANT ENCON ENERGY U CONSERVATION • COMPANY 720 Sunrise Ave, Suite 2088 Roseville, CA 95661 tel # (916) 772 -8440 fax # (916) 772-8441 email info@encon.com Copyright o ENCON 2008 ENCON Project #:0K611 8.00 1 EXPIRES 11/6/09 1 PROJECT Mechanical Details and Specifications 4/25/08 4/15/08 AS SHOWN 586 -08 -29 BMS /RDM ENCON OK6181.00 60" MIN. v I #12 AWG WIRE SEISMIC /SWAY BRACE © EACH CORNER TO STRUCTURE, TYP. VAV TERMINAL UNIT FLEX CONN, ACOUSTICALLY LINED S.M. PLENUM FR. UNIT DISCHARGE N.T.S. ATTACH SUPPORT STRAPS TO BUILDING STRUCTURE 1"x1$ GA. HANGER STRAP, LENGTH AS REQ'D. BOLT TO SUPERSTRUT, 4 STRAPS EA. UNIT WIRE BRACE MED, PRESSURE INLET DUCT FLEX CONN, FAN - POWERED VAV BOX MOUNTING SECURE STRAP TO VAV TERMINAL W/ S.M. SCREWS (TYPICAL OF 3 PER STRAP) MECHANICAL DETAILS S,A. DUCT N.T.S. NOTES: FLEXIBLE CASING AND WIRE (50' -0" MAXIMU xEM S=SSSZ 4 HORIZONTAL DIFFUSER MOUNTING MO.3 N.T.S. 5020CC ROUND DAMPER OR 830ACC RECTANGULAR OPPOSED BLADE DAMPER TITUS FBPI INSULATED PLENUM BOX RIGID DUCTWORK u FLEXIBLE DUCTWORK 2. CABLE SHALL CONSIST OF BOWDEN CABLE 0.054" STAINLESS STEEL CONTROL WIRE ENCAPSULATED IN 1/16" FLEXIBLE GALVANIZED SPIRAL WIRE SHEATH. GYP. BOARD CEILING 1e 4 MON MU 1 MUM N.‘ \ 11111, 1041‘. XURViviviVem‘ 1. THE 270 - 275 BOWDEN CABLE CONTROL SYSTEM IS DESIGNED FOR USE WITH EXTERNALLY CONTROLLED ROUND OR RECTANGULAR DAMPERS, AND CAN BE MOUNTED IN A WIDE VARIETY OF LOCATIONS INCLUDING CEILING JOISTS, LAY -IN CEILINGS, BEHIND GRILLES, ON OR INSIDE OTHER VARIOUS TYPES OF DIFFUSERS, ETC. 3, LOCKING RACK AND PINION GEAR DRIVE SHALL BE CONSTRUCTED OF 14 GAUGE STEEL AND SHALL BE USED TO CONVERT ROTARY MOTION INTO PUSH —PULL MOTION, SUPPORT CABLE INSULATED FLEXIBLE DUCTWORK GYP. BOARD CEILING SLOT OPENING: HORIZONTAL FLOWBAR JT DIFFUSER WITH TAPE- IN CONCEALED BORDER FLUORESCENT c (— LIGHTING REMOTE DAMPER OPERATOR, HORIZONTAL DIFFUSER SEE ARCH. PLANS FOR EXACT SOFFIT /CLOUD CONFIGURATION AND DIMENSIONS LOCKING RACK & PINION OPERATOR MOUNT BRACKET INSIDE PLENUM BOX FOR ACCESS THROUGH SLOT SOCKET WRENCH 5020CC ROUND DAMPER OR 830ACC RECTANGULAR OPPOSED BLADE DAMPER FLEXIBLE CASING AND WIRE (50' -0" MAXIMUM) AIR ENTRY COLLAR HANGER WIRE ---,— SAFETY HANGER ------ INSULATED PLENUM BOX N.T.S. itieitaffeelrAtiFfieligi CEILING LINEAR SLOT DIFFUSE WITH PLENUM BOX NOTES; d N.T.S. VERTICAL DIFFUSER MOUNTING D RIGID DUCTWORK FLEXIBLE DUCTWORK � mai num \q\ h \ r eN,A arngh r \VU \ \{Urpp Ilvava ur0 rrm J ... awui SLOT OPENING: FLEX. DUCT VERTICAL -MOUNT FLOWBAR HT DIFFUSER WITH TAPE- IN CONCEALED BORDER a;2411..# 2. CABLE SHALL CONSIST OF BOWDEN CABLE 0,054" STAINLESS STEEL CONTROL WIRE ENCAPSULATED IN 1/16" FLEXIBLE GALVANIZED SPIRAL WIRE SHEATH. S.A. DUCT LOCKING RACK & PINION OPERATOR MOUNT BRACKET INSIDE PLENUM BOX FOR ACCESS THROUGH SLOT j - SOCKET WRENCH 1, THE 270 -275 BOWDEN CABLE CONTROL SYSTEM IS DESIGNED FOR USE WITH EXTERNALLY CONTROLLED ROUND OR RECTANGULAR DAMPERS, AND CAN BE MOUNTED IN A WIDE VARIETY OF LOCATIONS INCLUDING CEILING JOISTS, LAY —IN CEILINGS, BEHIND GRILLES, ON OR INSIDE OTHER VARIOUS TYPES OF DIFFUSERS, ETC, 3. LOCKING RACK AND PINION GEAR DRIVE SHALL BE CONSTRUCTED OF 14 GAUGE STEEL AND SHALL BE USED TO CONVERT ROTARY MOTION INTO PUSH —PULL MOTION. REMOTE DAMPER OPERATOR, VERTICAL DIFFUSER APR 3 0 2000 ?ERNIa GENIE ( F, - zA itano Valerio Architects Architecture, Design & Planning DATE: Apr 25, 2008 Data Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: info@valerioarchitects.com CONSULTANT ENCON ENERGY • CONSERVATION • COMPANY 720 Sunrise Ave, Suite 208B Roseville, CA 95661 tel # (916) 772 -8440 fax # (916) 772 -8441 email info@encon.com Copyright © ENCON 2008 ENCON Project #: OK611 8.00 r EXPfRES 11 /6/ a PROJECT OAKLEY 556 SOUTHCENTER MALL TUKWILA, WA 98188 0 Date DESCRIPTION 4/26/08 REVIEW SET 4/28/08 PERMIT /BID /LL REVIEW SET This document contains information proprietary to the Architect and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior mitten consent of the Architect Mechanical Details 4/25/08 4/15/08 AS SHOWN 586 -08 -29 BMS /RDM ENCON OK6181.00 ( „L) RETURN AIR (INNING IN DEMISING WALL, rO RE MAIN ; VESTIBULE 10' -0 "H. CLG1) SOFFIT 11' -0 "H. (CLGT) SOFFIT 11' -0 "H. (CLG1) DROP CEILING 12' -6 "H. 15 02 OFFICE 10' -0 "H. (CLG - r'E } I I)" s<; EXHAUST 11j "x 14 �. S r, T 215 [03 DRESSING ROOM 0 VAV -1 Q 215 10 "0= LI_ PROVIDE) 1.6 " l.TOUI r r (N) 12 "e MED, PRESSURE DUCT SOFF T 1 3'_7 "H. (CLG1) i..l. PROVIDED "2 EXHAUST 4TUHOUT E) 8 0 O .> 215 OO 215 215 215 - 8 "x14" 3 5 10 LQJ d ; �f 215 215 STOCKROOM 17' - 6 "H. EXPOSED CEIL. 7N 18 "x14" 215 0 ENTRY SOFFIT 10' -0 "H. (M1) r I SOFFIT 11' - 0 "H. SOFFIT 11' -0 "H. (CLG1) _ — —_0- },ii6f+i AiiOPENING / IN UENtIONG WALL, 10 REMAIN SOFF T 11' - 0"H. [Crfl SALES AREA 17' -6 "H. EXPOSED CELL._ 1O Mechanical HVAC Floor Plan M 2 'I SCALE: 1/4"=1'-O " GENERAL NOTES: 1. MECHANICAL CONTRACTOR SHALL INSTALL ALL DUCTWORK TIGHT TO STRUCTURE TO MAINTAIN REQUIRED CLEARANCES ABOVE CEILING FOR NEW LIGHT FIXTURES. CONTACT THE CONSTRUCTION MANAGER IMMEDIATELY IF CEILING CONFLICTS ARE ENCOUNTERED. 2. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. 3. FLEXIBLE INSULATED DUCTS SHALL BE MAXIMUM 6' -0" LONG AND SHALL MEET INSTALLATION AND MATERIAL REQUIREMENTS OF LOCAL CODES. 4. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADES, LANDLORD REQUIREMENTS, CEILING HEIGHTS AND EXISTING STRUCTURAL CONDITIONS PRIOR TO FABRICATION OF ANY DUCTWORK OR ORDERING OF ANY EQUIPMENT. 5. MECHANICAL CONTRACTOR TO PROVIDE TENANT WITH AS -BUILT DRAWINGS, ALL EQUIPMENT SHOP DRAWINGS, INFORMATION ON THERMOSTATS, CONTROL WIRING DIAGRAMS AND OTHER PERTINENT INFORMATION AT COMPLETION OF PROJECT. 6. ALL BRANCH TAKEOFFS SHALL BE PROVIDED WITH MANUAL BALANCING DAMPERS ABOVE TILE CEILINGS. 7. PROVIDE TRANSITIONS AT EQUIPMENT AND AIR DEVICES TO MATCH CONNECTION SIZES. 8. MECHANICAL CONTRACTOR SHALL PROVIDE OWNER/ENGINEER WITH AIR BALANCE REPORT. 9. MECHANICAL CONTRACTOR SHALL PERFORM A PRE - CONSTRUCTION CHECK OF EQUIPMENT WITHIN THE SCOPE OF WORK. ANY DISCREPANCIES SHALL BE SUBMITTED IN WRITING TO THE GENERAL CONTRACTOR'S SUPERINTENDENT, ARCHITECT, AND MECHANICAL ENGINEER SO THAT CONDITIONS CAN BE VERIFIED AND CORRECTED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND REPAIRS NOT NOTED DURING PRE - CONSTRUCTION INSPECTION '1 UNDERCUT OFFICE DOOR 1 ". O ALL SALES AREA SA GRILLES SHALL BE DIRECTLY MOUNTED TO DUCT. NO "EXTENDED TAP" BOXES SHALL BE INSTALLED. ✓ FIELD VERIFY ALL CLEARANCES ABOVE CEILING SPACE TO MAKE SURE THERE IS ENOUGH SPACE FOR DUCTWORK PRIOR TO DUCTWORK FABRICATION. DUCTWORK FABRICATED PRIOR TO CLEARANCE VERIFICATIONS SHALL BE AT THE CONTRACTOR'S SOLE EXPENSE IF RE– SIZING IS REQUIRED. KEYED SHEET NOTES: NOTE: Refer to Architectural drawings for all fixture locations. Architectural plans always take precedence over those shown on MEP plans. MEP plans are for technical Information only. APR 3 0 2©Cic PERM ►T CEat r' Valerio Architects Architecture, Design & Planning DATE: Apr 25, 2008 Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: info@valerioarchitects.com CONSULTANT ENCON ENERGY • CONSERVATION • COMPANY 720 Sunrise Ave, Suite 208B Roseville, CA 95661 tel # (916) 772 -8440 fax # (916) 772 -8441 email info@encon,com Copyright © ENCON 2008 ENCON Project #:0K61 18.00 EXPIRES 11/6/ f PROJECT OAKLEY 556 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION T 4/26/08 REVIEW SET 4/28/08 PERMIT /BID /LL REVIEW SET This document contains information proprietary to the Architect and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of the Architect Mechanical HVAC Floor Plan 4/25/08 4/15/08 AS SHOWN 586 -08 -29 BMS /RDM ENCON OK6181.00 FIX NO. II " / � A SUPPLIED BY BY SYMBOL DESCRIPTION MANUFACTURER CATALOG NO. FINISH/ COLOR LAMP 1YPE FIXTURE WATTAGE . REMARKS FIA 5 OWNER 4- 4 LOW VOLTAGE SHALLOW DOWNLIGHT LfTON LSH -1499 (HOUSING) LR -1409N (TRIM) BRUSHED ALUMINUM TRIM MR16 37W P F2 3 OWNER OB SURFACE- MOUNTED WATERPROOF INCANDESCENT PAULUHN 1440A TURTLE SHELL CLEAR ( PAR 38 50W COPPER -FREE ALUMINUM BODY, ALUMINUM REFLECTOR, CLEAR LENS GLOBE, WING -NUT ATTACHED CAST- WIREGUARD, UL LISTED F3 1 400 / 360 SURFACE- MOUNTED VA' (2) TUBE WRAPAROUND FLUORESCENT DAY -BRrrE OW- N -2 -32 -120- GLR E7 20 F32TB/SP3S/IS/ WM/ECU 64W HINGED WRAPAROUND LENS, FUSED, UL LISTED W/EMERG. BATTERY PACK , =--LIFIA, 2 F4 3 3 1 4'-0' CHAIN HUNG (1) TUBE FLUORESCENT LIGHT, ELECTRONIC BALLAST, WIREGUARD FUSED LIGHTOLIER OR EQUIVALENT SN4S132HPF 120HIGLR 320 / 360 F3278/SP35JIS/ WM/ECU 32W HINGED WRAPAROUND LENS, FUSED, UL LISTED W/EMERG. BATTERY PACK ���� 1 F5 18 OWNER v HID DIRECTIONAL TRACK FIXTURE LIGHTOLIER 8199BK WHITE T4.5 CMH (M130) 39W PLUG -IN TRACK- MOUNTED SPOT FIXTURE, UL LISTED F9 1 OWNER 3620/3585 EDGE -LIT ACRYLIC LED BLADE EXIT SIGN W/BATTERY BACK-UP SHELF POWERED EMERGENCY LIGHT SYSTEM ISOLTTE ELT EM R -1C BA -RC-NA CLEAR FACE WITH RED LETTERS LED 6 7 -T F10 2 OWNER ilk • NI, FACTORY SEALED EVA GLOBE PENDANT FIXTURE GROUSE HINDS EVA PENDANT ALUMINUM 8OPAR/ HIR/S/FL30 SOW ON-SITE ASSEMBLY BY E.C. READ. FIXTURE ASSEMBLY CONSISTS OF FLEXIBLE SO CORD WIKELLEMS 073 -03 -1204 BUS DROP GRIP SINGLE EYE LOOP AND SINGLE WEAVE MESH; KELLEMS 073-04-1281 DUSTIGHT STRAIN RELIEF GRIP FIXTURE CONNECTOR. HUNG AT 6%6' (±198cm) F11 2 OWNER 1 TWIN -HEAD EMERGENCY LIGHT DUAL LITE LZ B2 WHITE MR16 10W ((1) FC @ 20' MIN.), LED CALCIUM EMERGENCY BATTERY PACK, UL LISTED. PROVIDE FLUSH REMOTE HEADS (DUAL LITE P -122) WHERE NOTED AND WIRE TO F9 FIXTURE (UP TO FOUR LENS TOTAL PER F11) F15 8 OWNER / 20 RECESSED LINEAR DOWNLIGHT LIGHTOLIER PB1T439BL BLACK WI WHITE FLANGE T4.5 METAL HALIDE 39W GLASS REFLECTOR, GLASS REFLECTOR BENCHMARK. UL LISTED. HANG LIGHT FIXTURE @ 117-0 SPARE 111 1 2 OWNER 7 _ 7_ — ONE CIRCUIT TRACK 2'-7 TRACK LIGHTOLIER 9106 BK m REC:SALES 12 . MOUNT TO STOREFRONT SOFFIT 12 PANEL II " / � A PANEL SCHEDULE MOUNTING LUGS ONLY IN SURFACE 200A/3P BRKR. FLUSH PANEL SCHEDULE VOLTS TYPE 277/480 PHASE 3 WIRE BUS 225 AMP 4 MAIN ❑ BOLT -ON PHASE VA LOAD BRKR CKT. NO. LOAD DESCRIPTION & LOCATION BRKR PHASE VA LOAD BRKR LOAD DESCRIPTION & LOCATION CKT. NO. 1200 x 100% P T cC OA OB cC T P T LGT:DISPLAY WINDOW 1 TRANSFORMER 20 3 400 / 360 2520/3585 1 20 1 20 2 VAV -1 2 3 LGT:SALES DOWNLIGHTS 3 1 20 320 / 360 2830/3585 1 20 1 20 4 4 5 LGT:MONO - POINTS 5 1 20 50 820 / 180 3620/3585 20 1 20 6 6 7 LGT:PENDANTS 1 7 SPARE 120 / 360 1 20 ,. / 20 REC:SHOW WINDOW 8 SPACE 8 1 9 SPARE " 1 20 / 20 REC:SALES 10 SPACE 10 11 LGT:OFFICE /DRESSING RM 11 SPARE 20 1 20 120 / 360 / 20 REC:SALES 12 SPACE 12 13 LGT:EMERGENCY /NIGHT LO 1 13 SPACE 100 / 360 / 20 REC:FLOOR BOX 14 SPACE 14 1 15 SPACE 70 / 360 1 / REC:STOCK 16 17 SPACE 16 1 20 17 SPACE 1200/ 360 1 20 / 18 19 SPACE 18 1 20 19 SPACE 1 / REC:OFFICE 20 21 SPACE 20 1 20 21 SPACE 1 20 REC:PLASMA / – 23 SPARE 1 SPACE 22 23 SPACE 1 20 SPARE 24 / 25 CONTROL CIRCUIT 1 SPACE 24 100 / 180 25 SPACE ' 1 20 REC:PLASMA / 27 REC:TELEPHONE BOARD 1 SPACE 26 180 / 180 27 SPACE 1 20 REC:PLASMA 28 / 29 SECURITY SYSTEM 1 SPACE 28 29 SPACE 1 20 SPARE 30 / 31 REC:PLASMA 1 SPACE 30 180 / 180 NOTE: REGARDLESS CIRCUIT I SUB TOTALS 6105 6415 7205 LO = CIRCUIT BREAKER LOCK -ON * = EXISTING CIRCUIT BREAKER ** = PROVIDE CIRCUIT BREAKER BETWEEN THE PHASES OF THE SYSTEM, NECESSARY. IF REQUIRED, PROVIDE ADDITIONAL TOTAL CONNECTED LOAD IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO PROPERLY OF CIRCUITING INDICATED. VERIFY EXISTING CIRCUIT BREAKERS BREAKERS. 19725 VA AMPS CIRCUITS REARRANGE AS 23.8 BALANCE ALL BRANCH IN FIELD AND LIGHTING FIXTURE SCHEDULE LIGHTING FIXTURE SCHEDULE NOTES: NOT ALL FIXTURES SHOWN ARE USED. PRIOR TO START OF PROJECT, ELECTRICAL CONTRACTOR SHALL PROVIDE LIGHT FIXTURE SUBMITTALS. • EXISTING CONDUIT STUBBED -IN •—■,\ TO TENANT SPACE. (E) FUSED DISCONNECT 200A/3PH WITH 200A FUSES EXISTING BUILDING SWITCHBOARD INF LANDLORD ELECTRICAL ROOM 277/480V, 3PH, 4W LANDLORD (N) METER (N) 200A CIRCUIT BREAKER SINGLE LINE DIAGRAM TENANT EXTEND EXISTING CONDUIT TO PANEL AND PROVIDE 4##310, 1#6G PANEL "A" 2771480V TIC - 3#6, #1OG 30 KVA TRANSFORMER PANEL'S" 120/208V #8 GROUND GROUND LEVEL TIC 1 1/2"C - 4#1, #6G SINGLE LINE DIAGRAM NOTES: 1. ELECTRICAL CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS TO ENSURE THAT THE TOTAL CONNECTED LOAD DOES NOT EXCEED THE ELECTRICAL SERVICE. 2. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED AS EXISTING. 3. ONLY U.L. LISTED EQUIPMENT SHALL BE USED. 4. ALL WIRE IS COPPER UNLESS OTHERWISE NOTED. 5. BONDING OF ELECTRICALLY CONDUCTIVE MATERIALS AND EQUIPMENT SHALL BE PER ARTICLE 250.4(4), (WATER,GAS E.T.C.) $ o 4, 3 $T iii 0 0-1 V SD c n WI LEGEND WRAPAROUND FLOURESCENT FLOURESCENT STRIP EMERGENCY EXIT SIGN SINGLE POLE, SINGLE THROW SWITCH BOX, WALL MOUNTED, +48" SINGLE POLE SWITCH AND BOX, LOWERCASE LETTER INDICATES CIRCUIT OR LAMPS CONTROLLED BY SWITCH, +48" THREE -WAY SWITCH AND BOX, LOWERCASE LETTER INDICATES CIRCUIT OR LAMPS CONTROLLED BY SWITCH, +48" HORSEPOWER RATED TOGGLE SWITCH WITH THERMAL OVERLOADS FLUSH MOUNTED PANELBOARD TERMINAL CABINET CONDUIT INSTALLED CONCEALED FLEXIBLE CONDUIT WITH CONNECTION TO EQUIPMENT CONDUIT HOMERUN TO PANEL, TERMINAL CABINET, ETC. "A-1" INDICATES DESTINATION OF HOMERUN (LETTER INDICATES PANEL, NUMBER INDICATES CIRCUIT) CROSS HATCHES INDICATE NO. OF #12 WIRES (IF MORE THAN TWO), IN ADDITION TO GROUND WIRE. NUMBER INDICATES WIRE SIZE IF OTHER THAN #12. SIZE CONDUIT TO CODE CONDUIT RUN UNDERGROUND. SAWCUT OR CORE DRILL (E) CONCRETE SLAB FOR (N) CONDUITS. PATCH (E) CONCRETE TO MATCH IN LIKE AND KIND AFTER INSTALLATION OF CONDUITS. COORDINATE ALL UNDERFLOOR WORK WITH LL'S REPRESENTATIVE CONDUIT STUBBED OUT WITH BUSHING RECEPTACLE: 20A, 125V, DOUBLE DUPLEX OUTLET. NUMBER INDICATES CIRCUIT. MOUNT +18" A.F.F. TO CL U.O.N. RECEPTACLE: 20A, 125V, DUPLEX OUTLET. NUMBER INDICATES CIRCUIT. MOUNT +18" A.F.F. TO CL U.O.N. SPECIAL PURPOSE RECEPTACLE OUTLET. U.O.N., VERIFY NEMA CONFIGURATION OF EQUIPMENT PLUG CEILING OR WALL MOUNTED JUNCTION BOX. CONNECT COMPLETE. TELE /DATA OUTLET @ +18" AF.F. U.O.N. DUCT MOUNTED SMOKE DETECTOR HAND -ON -AUTO MOTOR STARTER/DISCONNECT SWITCH WITH AUXILLIARY CONTACTS WALL MOUNTED IN ACCESSIBLE LOCATION. GENERAL ELECTRIC ONLY. SEE MALL CRITERIA. WALL MOUNTED, DUAL GANG COMMUNICATIONS OUTLET OWNER PROVIDED, GENERAL CONTRACTOR INSTALLED WALL MOUNTED SPEAKER (BOSE). OWNER PROVIDED, ELECTRICAL CONTRACTOR INSTALLED WALL MOUNTED JUNCTION BOX. CROUS -HINDS APQ SERIES WITH 648 MOTOR PLUG INTERIOR. A AF AFF CB CL (E) E.C. EF GFI IG KA KVA (N) NIC NTS P PROVIDE (R) REC U.O.N. WP ABBREVIATIONS AMPERES AMP FUSE ABOVE FINISHED FLOOR CIRCUIT BREAKER CENTER LINE EXISTING ELECTRICAL CONTRACTOR EXHAUST FAN GROUND FAULT INTERRUPTER ISOLATED GROUND VOLT AMPERES 1,000 VOLT AMPERES NEW NOT IN CONTRACT NOT TO SCALE POLES FURNISH, INSTALL AND CONNECT RELOCATE RECEPTACLE UNLESS OTHERWISE NOTED WEATHERPROOF E0.1 E0.2 E1.1 E2.1 I DRAWING SCHEDULE ELECTRICAL LEGEND, SCHEDULES, AND LOAD CALCULATIONS ELECTRICAL DETAILS AND SPECIFICATIONS ELECTRICAL POWER AND SIGNAL FLOOR PLAN ELECTRICAL LIGHTING REFLECTED CEILING PLAN ECOVi APR 3 0 Z( PERMIT CE 08 Valerio Architects Architecture, Design & Planning DATE: Apr 25, 2008 Date Modified: Date Created: Scale: Project No.: Drawn By CAD File: 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 uri: www.valerioarchitects.com Email: info@valerioarchitects.com CONSULTANT ENCON ENERGY • CONSERVATION • COMPANY 720 Sunrise Ave, Suite 2080 Roseville, CA 95661 tel # (916) 772 -8440 fax # (916) 772 -8441 email info@encon.com Copyright o ENCON 2008 ENCON Project #: 0K6118.00 I. EXPIFIES 11/8/'9 PROJECT OAKLEY 556 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION 4/26/08 REVIEW SET 4/28/08 PERMIT/BID/LL REVIEW SET This document contains information proprietary to the Architect and Is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of the Architect Electrical Legend, Schedules, and Load Calculations 4/25/08 4/15/08 AS SHOWN 586 -08 -29 BMS /RDM ENCON OK6181.00 PANEL SCHEDULE VOLTS 120/208 PHASE 3 WIRE 4 MAIN MOUNTING PANEL "B" ■LUGS BUS 225 AMP ONLY SURFACE 100A/3P BRKR. ■ FLUSH TYPE BOLT -ON CKT. NO. LOAD DESCRIPTION & LOCATION BRKR PHASE VA LOAD BRKR LOAD DESCRIPTION & LOCATION CKT. NO. 3240 P T 1440 CIA 1200 x 100% cB MOTORS: 125% FOR LARGEST MOTOR & 100% FOR REMAINING cC 0 WATER HEATER P T *HVAC: 125% FOR LARGEST MOTOR & 100% FOR REMAINING PER NEC 440 -7, 430 -24 1 LGT:DISPLAY WINDOW *HVAC: ELECTRIC HEATING 1 20 400 / 360 1 20 REC:CASH WRAP -QUAD 2 19256 • TOTAL AMP LOAD @ 277/480V 3 LGT:SALES DOWNLIGHTS *USE THE LARGER OF THE TWO CATEGORIES 1 20 320 / 360 1 20 REC:CASH WRAP -QUAD 4 _ 5 LGT:MONO - POINTS 1 20 820 / 180 1 20 REC:CASH WRAP - DUPLEX 6 7 LGT:PENDANTS 1 20 120 / 360 1 20 REC:SHOW WINDOW 8 9 LGT:BACK WRAP 1 20 220 / 360 1 20 REC:SALES 10 11 LGT:OFFICE /DRESSING RM 1 20 120 / 360 1 20 REC:SALES 12 13 LGT:EMERGENCY /NIGHT LO 1 20 100 / 360 1 20 REC:FLOOR BOX 14 15 LGT:STOCK 1 20 70 / 360 1 20 REC:STOCK 16 17 SIGN 1 20 1200/ 360 1 20 REC:OFFICE- QUAD -DED 18 19 SPARE 1 20 / 180 1 20 REC:OFFICE 20 21 SPARE 1 20 600 / 1 20 REC:PLASMA 22 23 SPARE 1 20 480 / 1 20 SPARE 24 25 CONTROL CIRCUIT 1 20 100 / 180 1 20 REC:PLASMA 26 27 REC:TELEPHONE BOARD 1 20 180 / 180 1 20 REC:PLASMA 28 29 SECURITY SYSTEM 1 20 100 / 1 20 SPARE 30 31 REC:PLASMA 1 20 180 / 180 1 20 REC:PLASMA 32 33 SPARE 1 20 / 180 1 20 REC:PLASMA 34 35 SPARE 1 20 / . 1 20 SPARE 36 37 SPACE / SPACE 38 39 SPACE / — SPACE 40 41 SPACE / SPACE 42 I SUB TOTALS 2520 2830 3620 LO = CIRCUIT BREAKER LOCK -ON TOTAL CONNECTED LOAD 8970 VA * = EXISTING CIRCUIT BREAKER 24.9 AMPS ** = PROVIDE CIRCUIT BREAKER NOTE: IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM, REGARDLESS OF CIRCUITING INDICATED. VERIFY EXISTING CIRCUIT BREAKERS IN FIELD AND REARRANGE AS NECESSARY. IF REQUIRED, PROVIDE ADDITIONAL CIRCUIT BREAKERS. LIGHTING FIXTURE SCHEDULE LIGHTING FIXTURE SCHEDULE NOTES: NOT ALL FIXTURES SHOWN ARE USED. PRIOR TO START OF PROJECT, ELECTRICAL CONTRACTOR SHALL PROVIDE LIGHT FIXTURE SUBMITTALS. • EXISTING CONDUIT STUBBED -IN •—■,\ TO TENANT SPACE. (E) FUSED DISCONNECT 200A/3PH WITH 200A FUSES EXISTING BUILDING SWITCHBOARD INF LANDLORD ELECTRICAL ROOM 277/480V, 3PH, 4W LANDLORD (N) METER (N) 200A CIRCUIT BREAKER SINGLE LINE DIAGRAM TENANT EXTEND EXISTING CONDUIT TO PANEL AND PROVIDE 4##310, 1#6G PANEL "A" 2771480V TIC - 3#6, #1OG 30 KVA TRANSFORMER PANEL'S" 120/208V #8 GROUND GROUND LEVEL TIC 1 1/2"C - 4#1, #6G SINGLE LINE DIAGRAM NOTES: 1. ELECTRICAL CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS TO ENSURE THAT THE TOTAL CONNECTED LOAD DOES NOT EXCEED THE ELECTRICAL SERVICE. 2. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED AS EXISTING. 3. ONLY U.L. LISTED EQUIPMENT SHALL BE USED. 4. ALL WIRE IS COPPER UNLESS OTHERWISE NOTED. 5. BONDING OF ELECTRICALLY CONDUCTIVE MATERIALS AND EQUIPMENT SHALL BE PER ARTICLE 250.4(4), (WATER,GAS E.T.C.) $ o 4, 3 $T iii 0 0-1 V SD c n WI LEGEND WRAPAROUND FLOURESCENT FLOURESCENT STRIP EMERGENCY EXIT SIGN SINGLE POLE, SINGLE THROW SWITCH BOX, WALL MOUNTED, +48" SINGLE POLE SWITCH AND BOX, LOWERCASE LETTER INDICATES CIRCUIT OR LAMPS CONTROLLED BY SWITCH, +48" THREE -WAY SWITCH AND BOX, LOWERCASE LETTER INDICATES CIRCUIT OR LAMPS CONTROLLED BY SWITCH, +48" HORSEPOWER RATED TOGGLE SWITCH WITH THERMAL OVERLOADS FLUSH MOUNTED PANELBOARD TERMINAL CABINET CONDUIT INSTALLED CONCEALED FLEXIBLE CONDUIT WITH CONNECTION TO EQUIPMENT CONDUIT HOMERUN TO PANEL, TERMINAL CABINET, ETC. "A-1" INDICATES DESTINATION OF HOMERUN (LETTER INDICATES PANEL, NUMBER INDICATES CIRCUIT) CROSS HATCHES INDICATE NO. OF #12 WIRES (IF MORE THAN TWO), IN ADDITION TO GROUND WIRE. NUMBER INDICATES WIRE SIZE IF OTHER THAN #12. SIZE CONDUIT TO CODE CONDUIT RUN UNDERGROUND. SAWCUT OR CORE DRILL (E) CONCRETE SLAB FOR (N) CONDUITS. PATCH (E) CONCRETE TO MATCH IN LIKE AND KIND AFTER INSTALLATION OF CONDUITS. COORDINATE ALL UNDERFLOOR WORK WITH LL'S REPRESENTATIVE CONDUIT STUBBED OUT WITH BUSHING RECEPTACLE: 20A, 125V, DOUBLE DUPLEX OUTLET. NUMBER INDICATES CIRCUIT. MOUNT +18" A.F.F. TO CL U.O.N. RECEPTACLE: 20A, 125V, DUPLEX OUTLET. NUMBER INDICATES CIRCUIT. MOUNT +18" A.F.F. TO CL U.O.N. SPECIAL PURPOSE RECEPTACLE OUTLET. U.O.N., VERIFY NEMA CONFIGURATION OF EQUIPMENT PLUG CEILING OR WALL MOUNTED JUNCTION BOX. CONNECT COMPLETE. TELE /DATA OUTLET @ +18" AF.F. U.O.N. DUCT MOUNTED SMOKE DETECTOR HAND -ON -AUTO MOTOR STARTER/DISCONNECT SWITCH WITH AUXILLIARY CONTACTS WALL MOUNTED IN ACCESSIBLE LOCATION. GENERAL ELECTRIC ONLY. SEE MALL CRITERIA. WALL MOUNTED, DUAL GANG COMMUNICATIONS OUTLET OWNER PROVIDED, GENERAL CONTRACTOR INSTALLED WALL MOUNTED SPEAKER (BOSE). OWNER PROVIDED, ELECTRICAL CONTRACTOR INSTALLED WALL MOUNTED JUNCTION BOX. CROUS -HINDS APQ SERIES WITH 648 MOTOR PLUG INTERIOR. A AF AFF CB CL (E) E.C. EF GFI IG KA KVA (N) NIC NTS P PROVIDE (R) REC U.O.N. WP ABBREVIATIONS AMPERES AMP FUSE ABOVE FINISHED FLOOR CIRCUIT BREAKER CENTER LINE EXISTING ELECTRICAL CONTRACTOR EXHAUST FAN GROUND FAULT INTERRUPTER ISOLATED GROUND VOLT AMPERES 1,000 VOLT AMPERES NEW NOT IN CONTRACT NOT TO SCALE POLES FURNISH, INSTALL AND CONNECT RELOCATE RECEPTACLE UNLESS OTHERWISE NOTED WEATHERPROOF E0.1 E0.2 E1.1 E2.1 I DRAWING SCHEDULE ELECTRICAL LEGEND, SCHEDULES, AND LOAD CALCULATIONS ELECTRICAL DETAILS AND SPECIFICATIONS ELECTRICAL POWER AND SIGNAL FLOOR PLAN ELECTRICAL LIGHTING REFLECTED CEILING PLAN ECOVi APR 3 0 Z( PERMIT CE 08 Valerio Architects Architecture, Design & Planning DATE: Apr 25, 2008 Date Modified: Date Created: Scale: Project No.: Drawn By CAD File: 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 uri: www.valerioarchitects.com Email: info@valerioarchitects.com CONSULTANT ENCON ENERGY • CONSERVATION • COMPANY 720 Sunrise Ave, Suite 2080 Roseville, CA 95661 tel # (916) 772 -8440 fax # (916) 772 -8441 email info@encon.com Copyright o ENCON 2008 ENCON Project #: 0K6118.00 I. EXPIFIES 11/8/'9 PROJECT OAKLEY 556 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION 4/26/08 REVIEW SET 4/28/08 PERMIT/BID/LL REVIEW SET This document contains information proprietary to the Architect and Is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of the Architect Electrical Legend, Schedules, and Load Calculations 4/25/08 4/15/08 AS SHOWN 586 -08 -29 BMS /RDM ENCON OK6181.00 DEMAND (VA) I LOAD CALCULATIONS ' LOAD TYPE LIGHTING LOAD @ 125% PER'NEC 220 -3 1746 x 125% 2183 DEDICATED RECEPTACLE @ 100% PER NEC 220 -3 3240 x 100% 3240 RECEPTACLE: 100% FOR FIRST 10 KVA & 50% FOR REMAINING PER NEC 220 -13 1440 x 100% + 0 x 50% 1440 SIGNS @ 100% 1200 x 100% 1200 MOTORS: 125% FOR LARGEST MOTOR & 100% FOR REMAINING 0 x 125% + 0 x 100% 0 WATER HEATER 0 x 100% 0 *HVAC: 125% FOR LARGEST MOTOR & 100% FOR REMAINING PER NEC 440 -7, 430 -24 1754 x 125% + 0 x 100% 2193 *HVAC: ELECTRIC HEATING 9000 x 100% 9000 TOTAL VA LOAD 19256 • TOTAL AMP LOAD @ 277/480V 23.2 *USE THE LARGER OF THE TWO CATEGORIES LIGHTING FIXTURE SCHEDULE LIGHTING FIXTURE SCHEDULE NOTES: NOT ALL FIXTURES SHOWN ARE USED. PRIOR TO START OF PROJECT, ELECTRICAL CONTRACTOR SHALL PROVIDE LIGHT FIXTURE SUBMITTALS. • EXISTING CONDUIT STUBBED -IN •—■,\ TO TENANT SPACE. (E) FUSED DISCONNECT 200A/3PH WITH 200A FUSES EXISTING BUILDING SWITCHBOARD INF LANDLORD ELECTRICAL ROOM 277/480V, 3PH, 4W LANDLORD (N) METER (N) 200A CIRCUIT BREAKER SINGLE LINE DIAGRAM TENANT EXTEND EXISTING CONDUIT TO PANEL AND PROVIDE 4##310, 1#6G PANEL "A" 2771480V TIC - 3#6, #1OG 30 KVA TRANSFORMER PANEL'S" 120/208V #8 GROUND GROUND LEVEL TIC 1 1/2"C - 4#1, #6G SINGLE LINE DIAGRAM NOTES: 1. ELECTRICAL CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS TO ENSURE THAT THE TOTAL CONNECTED LOAD DOES NOT EXCEED THE ELECTRICAL SERVICE. 2. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED AS EXISTING. 3. ONLY U.L. LISTED EQUIPMENT SHALL BE USED. 4. ALL WIRE IS COPPER UNLESS OTHERWISE NOTED. 5. BONDING OF ELECTRICALLY CONDUCTIVE MATERIALS AND EQUIPMENT SHALL BE PER ARTICLE 250.4(4), (WATER,GAS E.T.C.) $ o 4, 3 $T iii 0 0-1 V SD c n WI LEGEND WRAPAROUND FLOURESCENT FLOURESCENT STRIP EMERGENCY EXIT SIGN SINGLE POLE, SINGLE THROW SWITCH BOX, WALL MOUNTED, +48" SINGLE POLE SWITCH AND BOX, LOWERCASE LETTER INDICATES CIRCUIT OR LAMPS CONTROLLED BY SWITCH, +48" THREE -WAY SWITCH AND BOX, LOWERCASE LETTER INDICATES CIRCUIT OR LAMPS CONTROLLED BY SWITCH, +48" HORSEPOWER RATED TOGGLE SWITCH WITH THERMAL OVERLOADS FLUSH MOUNTED PANELBOARD TERMINAL CABINET CONDUIT INSTALLED CONCEALED FLEXIBLE CONDUIT WITH CONNECTION TO EQUIPMENT CONDUIT HOMERUN TO PANEL, TERMINAL CABINET, ETC. "A-1" INDICATES DESTINATION OF HOMERUN (LETTER INDICATES PANEL, NUMBER INDICATES CIRCUIT) CROSS HATCHES INDICATE NO. OF #12 WIRES (IF MORE THAN TWO), IN ADDITION TO GROUND WIRE. NUMBER INDICATES WIRE SIZE IF OTHER THAN #12. SIZE CONDUIT TO CODE CONDUIT RUN UNDERGROUND. SAWCUT OR CORE DRILL (E) CONCRETE SLAB FOR (N) CONDUITS. PATCH (E) CONCRETE TO MATCH IN LIKE AND KIND AFTER INSTALLATION OF CONDUITS. COORDINATE ALL UNDERFLOOR WORK WITH LL'S REPRESENTATIVE CONDUIT STUBBED OUT WITH BUSHING RECEPTACLE: 20A, 125V, DOUBLE DUPLEX OUTLET. NUMBER INDICATES CIRCUIT. MOUNT +18" A.F.F. TO CL U.O.N. RECEPTACLE: 20A, 125V, DUPLEX OUTLET. NUMBER INDICATES CIRCUIT. MOUNT +18" A.F.F. TO CL U.O.N. SPECIAL PURPOSE RECEPTACLE OUTLET. U.O.N., VERIFY NEMA CONFIGURATION OF EQUIPMENT PLUG CEILING OR WALL MOUNTED JUNCTION BOX. CONNECT COMPLETE. TELE /DATA OUTLET @ +18" AF.F. U.O.N. DUCT MOUNTED SMOKE DETECTOR HAND -ON -AUTO MOTOR STARTER/DISCONNECT SWITCH WITH AUXILLIARY CONTACTS WALL MOUNTED IN ACCESSIBLE LOCATION. GENERAL ELECTRIC ONLY. SEE MALL CRITERIA. WALL MOUNTED, DUAL GANG COMMUNICATIONS OUTLET OWNER PROVIDED, GENERAL CONTRACTOR INSTALLED WALL MOUNTED SPEAKER (BOSE). OWNER PROVIDED, ELECTRICAL CONTRACTOR INSTALLED WALL MOUNTED JUNCTION BOX. CROUS -HINDS APQ SERIES WITH 648 MOTOR PLUG INTERIOR. A AF AFF CB CL (E) E.C. EF GFI IG KA KVA (N) NIC NTS P PROVIDE (R) REC U.O.N. WP ABBREVIATIONS AMPERES AMP FUSE ABOVE FINISHED FLOOR CIRCUIT BREAKER CENTER LINE EXISTING ELECTRICAL CONTRACTOR EXHAUST FAN GROUND FAULT INTERRUPTER ISOLATED GROUND VOLT AMPERES 1,000 VOLT AMPERES NEW NOT IN CONTRACT NOT TO SCALE POLES FURNISH, INSTALL AND CONNECT RELOCATE RECEPTACLE UNLESS OTHERWISE NOTED WEATHERPROOF E0.1 E0.2 E1.1 E2.1 I DRAWING SCHEDULE ELECTRICAL LEGEND, SCHEDULES, AND LOAD CALCULATIONS ELECTRICAL DETAILS AND SPECIFICATIONS ELECTRICAL POWER AND SIGNAL FLOOR PLAN ELECTRICAL LIGHTING REFLECTED CEILING PLAN ECOVi APR 3 0 Z( PERMIT CE 08 Valerio Architects Architecture, Design & Planning DATE: Apr 25, 2008 Date Modified: Date Created: Scale: Project No.: Drawn By CAD File: 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 uri: www.valerioarchitects.com Email: info@valerioarchitects.com CONSULTANT ENCON ENERGY • CONSERVATION • COMPANY 720 Sunrise Ave, Suite 2080 Roseville, CA 95661 tel # (916) 772 -8440 fax # (916) 772 -8441 email info@encon.com Copyright o ENCON 2008 ENCON Project #: 0K6118.00 I. EXPIFIES 11/8/'9 PROJECT OAKLEY 556 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION 4/26/08 REVIEW SET 4/28/08 PERMIT/BID/LL REVIEW SET This document contains information proprietary to the Architect and Is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of the Architect Electrical Legend, Schedules, and Load Calculations 4/25/08 4/15/08 AS SHOWN 586 -08 -29 BMS /RDM ENCON OK6181.00 SECTION 16000 - ELECTRICAL SPECIFICATIONS 1.00 - GENERAL 1.1 SCOPE OF WORK A. Furnish and install all materials and equipment and provide all labor required and necessary to complete the work shown on the drawings and all other work and miscellaneous items, not specifically mentioned, but reasonably inferred for a complete installation including all accessories and appurtenant required for testing the system. It is the intent of the drawings and specifications that all systems be complete and ready for operation. 1.2 CODE COMPLIANCE A. All work and materials shall comply with the latest rules, codes, and regulations, including, but not limited to the following: 1. Occupational Safety and Health Act Standards (OSHA). 2. NFPA #70: National Electric Code (NEC). 3. NFPA #101: Life Safety Code. 4. All other applicable Federal, State and Local laws and regulations. 5. All Landlord General Requirements. B. Code compliance is mandatory. Nothing in these Drawings and Specifications permits work not conforming to these codes. Where work is shown to exceed minimum code requirements, comply with drawings and specifications. 1`.3 LICENSE, FEES AND PERMITS A. Arrange for required inspections and pay all license, permit, and inspection fees. 1.4 CONDITIONS AT SITE A. Visit to site is required of all bidders prior to submission of bid. All will be held to have familiarized themselves with all discernible conditions and no extra payment will be allowed for work required because of these conditions, whether specifically mentioned or not. 1.5 DRAWINGS AND SPECIFICATIONS A. All drawings and all Divisions of these specifications shall be considered as a whole and work of this Division shown anywhere therein shall be furnished under this Division. B. Drawings are diagrammatic and indicate the general arrangement of equipment and wiring. Most direct routing of conduits and wiring is not assured. Exact requirements shall be governed by architectural, structural, and mechanical conditions of the job. Consult all other drawings in preparation of the bid. Extra lengths of wiring or addition of pull or junction boxes, etc., necessitated by such conditions shall be included in the bid. Check all information and report any apparent discrepancies before submitting bid. C. Right is reserved to make changes of up to 10' in location of any outlet or equipment prior to roughing -in without increasing contract cost. 1.6 SAFETY AND INDEMNITY A. Safety: The Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work. This requirement will apply continuously and not be limited to normal working hours. No act, service, drawing review, or construction review by the Owner, the Architect, or their Consultants, is intended to include review of the adequacy of the Contractor's safety measures, in, on, or near the construction site. Indemnity: The Contractor will hold harmless, indemnify, and defend the Owner, the Architect, their Consultants, and each of their officers, employees and agents, from any and all liability claims, losses or damage arising or alleged to arise from the performance of the work described herein, but not including the sole negligence of the Owner, the Architect, and their Consultants, and each of their Officers, Employees and agents. 1.7 CONTRACTOR VERIFICATION A. In addition to the usual prebid survey required by these specifications for purposes of determining all existing conditions and difficulties; it is further required that the contractor verify all equipment catalog numbers for items furnished under the electrical section both for current validity and for conformance with current building standards. Should catalog data contained herein not be in concert with latest manufacturer's nomenclature or latest tenant of landlord requirements, contractor shall so inform the tenant in writing, reflect necessary changes on submittal drawings, and record accurate data on record drawings. Furnish and install correct equipment. 1.8 RECORD DRAWINGS A. Maintain one set of clean working drawings at the job site and enter daily such "as- built" information as feeder and service routes, pull box locations and changes in layout or arrangement which occur during costruction. Deliver completed drawings to the Owner. 1.9 GUARANTEE A. Guarantee the installation free from defects of workmanship and materials for a period of one (1) year after Date of Certificate of Final Payment, and promptly remedy any defects developing during this period, without charge. 1.10 ACCEPTANCE DEMONSTRATION A. Upon completion of the work, at a time to be designated by the Owner, the Contractor shall demonstrate for the Owner the operation of the electrical installation, including any and all special items installed by him or Installed under his supervision. Properly set automatic time switches to perform switching operations In accordance with schedules provided by the Owner's representative, and demonstrate (using the manufacturers' operating instructions) how to override and /or reset time switches. • 1.11 SUBSTITUTIONS . • A. Wherever possible, more than one manufacturer has been listed for various items of equipment, any one of which will be acceptable. Base the bid on use of materials specified. If, after award of the Contract, a substitute is proposed, the request for permission to substitute shall be accompanied with a statement of the amount of money to be returned to the contract if the substitution is permitted. The Owner is the sole judge of acceptability of proffered substitutions. If a substitute item is permitted, and any redesign effort is thereby necessitated, the required redesign shall be at the Contractor's expense. 1.12 COORDINATION A. Coordinate work with other trades to avoid conflict and to provide correct rough -in and connection for equipment furnished under other trades that require electrical connections. Inform Contractors of other trades of the required access to and clearances around electrical equipment to maintain serviceability and code compliance. B. Verify equipment dimensions and requirements with provisions specified under this Section. Check actual job conditions before fabricating work. Report necessary changes in time to prevent needless work. Changes or additions subject to additional compensation, which are made without written authorization and an agreed price, shall be at Contractor's risk and expense. 1.13 CUTTING AND PATCHING A. All cutting and patching required for work of this Division is included herein. Coordination with General Contractor and other trades is imperative. Contractor shall bear the responsibility for and the added expense of adjusting for improper holes, supports, etc. REFER TO AND FOLLOW ALL MALL CRITERIA. 2.00 - PRODUCTS 2.1 MATERIAL APPROVAL A. All materials must be new and bear Underwriters' Laboratories label. Materials that are not covered by UL testing standards shall be tested and approved by an independent testing laboratory or a governmental agency. Material not in accordance with these Specifications may be rejected either before or after installation. 2.2 CONDUITS AND OTHER RACEWAYS A. Raceway materials: 1. Steel Conduit Manufacturers: Walker, National, Appleton, Triangle, Rome, General Electric. Minimum conduit size shall be 3/4 ". Rigid steel: Galvanized or sherardized. All fittings threaded bends 1 -1/4 inch or larger. Factory running and exposed threads not permitted. Ream all cuts. 2. Electric Metallic Tubing: Manufacturer. Same as conduit. Galvanized or Insulated throats. Couplings and connectors with plastic insulated throats, couplings and connectors, set screw, threaded compression. Ream and file all cuts. 3. Flexible Conduit: Manufacturers: Same as conduit. Galvanized steel fittings: "Jake" as manufactured by W. F. Curlee Mfg. Co. 4. With Landlord and Tenant's approval, MC Cable from first box in space to outlets as permitted by code authority. 5. Provide expansion joints for conduit runs of over 90 feet unless flexible conduit used. Flexible conduit permitted inside tenant space only. B. Support Systems: Raceway supported at intervals not over 10 -feet. Provide one support not over 18- inches from each joint or change in direction. Clamps, on hole malleable iron with clampbox in exposed areas. Trapeze hangers for multiple runs. Caddy clips permitted inside tenant space only. 2.3 WIRES AND CABLES A. For power and lighting systems 600 Volts or less, plenum rated, above ceiling: 1. Conductor. #12 AWG and #10 AWG solid copper. #8 AWG and larger shall be stranded copper. Minimum size shall be #12 AWG. 2. Insulation Type: #12 AWG to #1 AWG shall be THWN for wet or underground locations, and THHN for dry locations. #1/0 through #4/0 AWG shall be Type XHHW (55 Mils). #250 MCM and larger shall be Type XHHW (65 Mils). 3. All conductors shall be color coded per Mall Manual Criteria. B. For signal and communications circuits plenum rated, above ceiling: 1. Conductors for general use shall be solid copper conductor, #16 AWG minimum, with Type THWN insulation for underground or wet locations and Type THHN insulation for dry locations. 2.4 OUTLET BOXES, JUNCTION BOXES, AND PULL BOXES A. Outlet Boxes: Shall be hot -dipped, galvanized or sherardized of required size, 4" octagon or square minimum, for flush mounted devices and lighting fixtures. Cast type with gasketed covers for outdoor or wet locations. Acceptable manufacturers: Steel City, Appleton, Raco, Pyle National, Killark and Hope. B. Junction Boxes and Pull Boxes: Use outlet boxes with appropiate covers as junction boxes wherever possible. Larger junction boxes and pull boxes shall be fabricated from sheet steel, sized according to code, with screw -on covers, finished gray baked enamel. C. Telephone outlet boxes shall be the type and sizerequired by the serving telephone company but not smaller than 4- 11/16" square x 2 -1/8" deep with single -gang ring and Sierra #S -754N split plate bushing. 2.5 WIRING DEVICES A. Switches: 1. 20A 120/277V, toggle type. 2. Color. White. 3. White Finish Cover plate. B. Receptacles: 1. Standard: Equal to Hubbell #5362. Provide GFI for maintenance/utility room and kitchen equipment where within 6' -0" of water. 2. Color. White. 3. White Finish Cover plate. C. Plates: White Finish. D. All equipment shall be UL listed and suitable for the application. Equipment exposed to the weather or damp locations shall be so listed. 2.6 CONDUIT HANGERS A. For individual conduit runs not directly fastened to the structure, use rod hangers manufactured by Caddy, Unistrut or Powerstrut. B. For multiple conduit runs, use Unistrut or Powerstrut trapeze type conduit support designed for maximum deflection not greater than 1/8 ". ELECTRICAL SPECIFICATIONS 2.7 WIRE CONNECTORS A. For wires sizes #8 AWG and smaller: Insulated pressure type (with live spring) rated 105 degrees Centigrade, 600 Volts for building wiring and 1000 Volts in signs or fixtures. Scotchlock or Ideal. B. For wires sizes #6 AWG and larger: T &B or equivalent compression type with 3M #33+ or Plymouth "Slipknot Grey" tape insulation. C. For outdoor and wet locations, provide compression type for all sizes and cover with "heat shrink" style weatherproof splice connectors. 2.8 PANELBOARDS A. Equal to SQUARE D Type NQOD, NEHB (42 pole capacity). B. Cabinet Minimum 20" wide, factory knockouts. Flush door with concealed hinges. Engraved nameplates and accurate typewritten director behind plastic plate on inside of door. Key all panels the same. Cabinets made of cold rolled sheet metal. C. Trim and covers of stretcher leveled steel. Provide multi-pole breakers where required. Factory label all circuit breakers and terminals. Interrupting rating 14KA (277V) or 10KA (120V) minimum but breakers must be capable ofinterrupting adequate fault levels available at that location in the system. D. Bussing: Plated copper. E. Provide separate ground block in addition to insulated neutral bus. F. Load center panelboards acceptable if landlord and tenant approved. G. Provide new bolt -on circuit breakers as required. H. All breakers shall be labeled. I. Provide lock on devices where indicated. J. Identification: Provide screwed -on (no adhesives) bakelite or photo - etched metallic nameplate identification on outside of each panel showing panel designation, voltage, and phase in minimum 1/4" high letters. Each panel shall contain a metal- framed circuit directory inside cover, with plastic protector. 2.9 LIGHTING FIXTURES, LAMPS AND BALLASTS A. Furnish and install fixtures complete, and ready for service as per lighting fixture schedule. B. Supports: Proper supports and mounting accessories, such as hangers, stems, yokes, plaster frames, etc., shall be provided as required by the type of ceiling installed. Where swivel canopies or ball aligners are specified, they shall cause fixture to hang plumb regardless of ceiling slope. 2.10 OVERCURRENT DEVICES A. Circuit Breakers: Plug -in 10,000A minimum (120V), 14,000A minimum (277V). Must be dated for available fault levels. B. Fuses: Bussman only. Below 100A: FRN -R and FRS-R 100A and above: LPN -RK1 and LPS -RK1 2.11 MISCELLANEOUS MATERIALS A. Safety Switches: Heavy duty type, 600 Volt, horsepower rated for motors, standard enclosure indoors and weathertight enclosure outdoors: fused or non -fused as required. General Electric, Square D. or Westinghouse. 2.12 INDIVIDUALLY MOUNTED MOTOR CONTROLLERS A. For Polyphase Motors: Magnetic starter, with 3-leg overload protection. Provide hand-off-automatic selector switch, motor running pilot light and reset button in cover. Provide 120V control transformers to suite control conditions. General Electric only. B. Starters for fractional horsepower 120V motors shall be,manual type unless shown otherwise, equipped with built -in overload protection, General Electric only. 3.00 - EXECUTION 3.1 GENERAL A. Consult all other drawings. Verify scales and report any dimensional discrepancies or other conflicts to Architect before submitting bid. B. All homeruns to panelboards are indicated as starting from the outlet nearest the panel and continuing in the general direction of that panel. Continue such circuits to the panel as though the routes were completely indicated. Terminate homeruns of signal, alarm, and communications system in a similar manner. C. Avoid cutting and boring holes through structure or structural members wherever possible. Obtain prior approval of the Owner and conform to all structural requirements when cutting or boring the structure is necessary and permitted. D. Furnish and install all necessary hardware, hangers, blocking, brackets, bracing, runners, etc., required for equipment specified under this Section. E. Provide necessary backing required to insure rigid mounting of outlet boxes. 3.2 WIRING METHOD A. Install all wiring in raceway. B. Conduit shall be rigid steel, IMC, or EMT as follows: 1. Above ground: Use rigid steel, IMC, or EMT. a. Wet locations: Rigid steel or IMC only. b. Locations subject to mechanical injury: Rigid steel or IMC only. c. Dry locations and those not subject to mechanical Injury: EMT, IMC, or rigid steel conduit. 2. Underground: Schedule 40 PVC (if permitted, rigid steel, wrapped). C. Use flexible steel conduits In the following applications: 1. Recessed lighting fixtures. 2. Motor connections. 3. At expansion joints. 4. At transformers and other equipment which produces vibration. 5. At wet locations or where exposed to weather, the flexible conduit shall be liquid tight type. 3.3 INSTALLATION OF CONDUITS A. General: 1. Run all conduits concealed unless otherwise noted or shown. 2. Run exposed conduit parallel to or at right angles to center lines of columns and beams. 3. Install conduits above ceilings to avoid obstructing removal of ceiling tiles, lighting fixtures, air diffusers,etc. 4. Conduits shall not cross any duct shaft or area designated as future duct shaft horizontally. Conduit risers when allowed in duct shaft must be coordinated with Mechanical work to avoid any conflict B. Conduit Supports 1. Support conduits with UL's listed steel conduit supports at intervals required by the NEC. Wires or sheet metal strips are not acceptable for conduit support. Use conduit hangers for all conduits not directly fastened to structure and for all multiple conduit runs. 2. Individual conduits sizes 1/2" and 3/4" may be supported ceilin support wires with Caddy clips only if acceptable to local code. Only one conduit is permitted to be attached to any ceiling support wire. Hang such conduit so as not to affect level of ceiling. 3. Avoid attaching conduit to fan plenums. When it is necessary to support conduit from fan plenum, provide a length of flexible conduit between portion attached to fan plenum and portion attached to the building to minimize transmission of vibration to the building structure. C. Conduit Penetrations 1. Conduit penetrations of roof, walls, floors and ceilings shall be sealed to preserve the integrity of waterproofing, fire rating and soundproofing, for which the roof, wall, floor or ceiling is designed. Materials and methods used shall conform to that specified under Architectural Sections. 3.4 INSTALLATION OF WIRES A. Pull no wire into any portion of the conduit system until all contruction work which might damage the wire has been completed. B. Install all wire continuous from outlet to outlet or terminal to terminal. Splices in cables when required shall be made in pull boxes or juncton boxes. Make branch circuit splices in outlet boxes with 8" of correctly color-coded tails left in the box. C. Splices in wires and cables shall be made utilizing materials and methods described hereinbefore. D. Megger and record insulation resistances of all 600 Volt insulated conductors size #4/0 and larger using 500 Volt megger for one minute. Make tests with circuits isolated from source and load. E. Make all ground, neutral and line connections to receptacle and wiring device terminals as recommended by manufacturer. Provide ground jumper from outlet box to ground terminal of devices. F. Provide Brady Wire markers where number of conductors in a box exceeds four. 3.5 WIRE COLOR CODE A. Color code all conductors. Wire sizes #8 AWG and smaller shall have integral color-coded insulation. Wire sizes #6 AWG and larger may have black insulation, but identified by color coded electrical tape at all junction, splice, pull or termination points. Color tape shall be applied 1/2 lap to at least 6" of the conductor. 3.6 CONNECTIONS TO EQUIPMENT A. Furnish and install a disconnect switch immediately ahead of and adjacent to each magnetic motor starter or appliance unless the motor appliance is located adjacent and within sight of the serving panelboard, circuit breaker or switch. Verify all equipment nameplate current ratings prior to installation. B. Furnish and install manual thermal protection for all motors not integrally equipped with thermal protection. C. Furnish 120 Volt power to each control panel and time switch requiring a source of power to operate. 3.7 IDENTIFICATION A. Provide engraved, lamacoid nameplates for panels, motor starters, disconnect switches and all similar devices. B. Provide dear dymo labels on all lighting switches and convenience and special purpose receptacles to show panel and circuit number to which the device is connected. C. Provide label on all motors: "CAUTION. AUTOMATIC EQUIPMENT, MAY START AT ANY TIME." 3.9 GROUNDING A. Electrical service and separately derived alternating current systems shall be grounded in accordance with NEC Article 250-3 to 250 -26, inclusive. B. Ground non - current carrying metal parts of electrical equipment enclosures, frames, conductor raceways or cable trays to provide a low impedance path for line- to-ground fault current and to bond all non - current carrying metal parts together. Provide ground conductor in each raceway system in addition to conductors shown. Equipment ground conductor shall be electrically and mechanically continuous from the electrical circuit source to the equipment to be grounded. Size ground conductors per NEC Article 250 -95 unless larger conductors are shown on drawings. C. Grounding conductors shall be identified with green insulation. Where green insulation is not available on larger sizes, black insulation shall be used and suitable identified with green tape at each junction box or device enclosure. END OF SECTION DOS APR30ZOO PERMIT I✓EN' �� R j ?O RS Valerio Architects Architecture, Design & Planning DATE: Apr 25, 2008 ENERGY • CONSERVATION • COMPANY Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: info@valerioarchitects.com CONSULTANT ENCON 720 Sunrise Ave, Suite 208B Roseville, CA 95661 tel # (916) 772-8440 fax # (916) 772 -8441 email info©encon.com Copyright © ENCON 2008 ENCON Project #:0K61 18.00 I EXPIRES 11/6/ Of PROJECT OAKLEY 556 SOUTHCENTER MALL TUKWILA, WA 98188 0 Date DESCRIPTION 4/26/08 REVIEW SET 4/28/08 PERMIT/BID/LL REVIEW SET This document contains information proprietary to the Architect and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or Its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of the Architect Electrical Specifications 4/25/08 4/15/08 AS SHOWN 586 -08 -29 BMS /RDM ENCON OK6181.00 GENERAL NOTES / T 1. VERIFY EXACT LOCATION AND MOUNTING HEIGHT OF ALL ELECTRICAL OUTLETS AND DEVICES WITH OWNER. 2. PLANS ARE PREPARED WITH REQUIRED BRANCH CIRCUITS INDICATED BY CIRCUIT NUMBER AND HOME RUNS. PROVIDE AND INSTALL ALL CONDUITS, CONDUCTORS, BOXES, MISC. FITTINGS, ETC., FOR A COMPLETE OPERABLE SYSTEM. BRANCH INSTALLATION SHALL COMPLY WITH SPECIFICATIONS AND LATESTVERSION OF N.E.C. 3. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS. 4. REFER TO ARCHITECTURAL DRAWINGS FOR ALL FIXTURE LOCATIONS. ARCHITECTURAL PLANS ALWAYS TAKE PRECEDENCE OVER THOSE SHOWN ON MEP PLANS. MEP PLANS ARE FOR TECHNICAL INFORMATION ONLY. 5. ALL LOW VOLTAGE WIRING SHALL BE RUN IN 1" CONDUITS UNLESS REQUIRED OTHERWISE. ELECTRICAL CONTRACTOR SHALL COORDINATE CONDUIT SIZE AND RUNS WITH LOW VOLTAGE WIRING INSTALLER PRIOR TO INSTALLATION AND PROVIDE CONDUITS WITH PULL WIRE. LOW VOLTAGE WIRING INSTALLED BY OTHERS. AIM 8-12 OFFICE 8-18 111 • MOTION DETECTOR NT Ira 111 Li 0 9 � A 8-31 VAV-- 111 94" © 8 -28 °�dlb 1 9 4" 94" 94" B -2,4,8 -dila Wm- 44:> V —32 /21 1111111r , 1 01 SALES AREA T A -2,4,6 rook TC .. -41111 1 7 0 7 i'P I 1 1 1 ° W 4I► [O2STOCKROOM 94" 8 -26 _ 94" B-16 B-14 CS ■ DOOR CONTACT 0 [041 DRESSING RM ( 7 SHEET NOTES - POWER AND SIGNAL PANEL 'A' PANEL 'IT 94" A • 9 DATA PATCH PANEL CURITYO PANEL PROVIDE NEW PANELBOARD. REFER TO SINGLE LINE DIAGRAM FOR ADDITIONAL INFORMATION. PROVIDE NEW TRANSFORMER. REFER TO SINGLE LINE DIAGRAM FOR ADDITIONAL INFORMATION. PROVIDE NEW 2' x 2' TELEPHONE BACKBOARD. PROVIDE DUPLEX RECEPTACLE FOR POWER. COORDINATE FINAL LOCATION WITH ARCHITECT. PROVIDE TIME CLOCK FOR CONTROL OF SHOW WINDOW RECEPTACLES. PROVIDE J -BOX, PULL LINE, AND 3/4" CONDUITS FROM DEVICE LOCATIONS TO SECURITY PANEL. VERIFY ALL REQUIREMENTS. OWNER PROVIDED, WALL - MOUNTED, 24 PORT RJ45 PATCH PANEL. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL (1) CAT -5 CABLE RUN TO PATCH PANEL. PROVIDE 1 FOOT OF SPARE CABLE AT OFFICE OUTLET LOCATION. PROVIDE 3 FEET OF SPARE CABLE AT PANEL LOCATION. OWNER VENDOR TO DO FINAL CONNECTIONS. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL (1) CAT -5 CABLE RUN TO PATCH PANEL. PROVIDE 5 FEET OF SPARE CABLE AT CASH WRAP LOCATION, PROVIDE 3 FEET OF SPARE CABLE AT PANEL LOCATION. OWNER VENDOR TO DO FINAL CONNECTIONS. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL (5) CAT -5 CABLE RUNS TO PATCH PANEL. PROVIDE 1 FOOT OF SPARE CABLE AT OUTLET LOCATION. PROVIDE 3 FEET OF SPARE CABLE AT PANEL LOCATION. OWNER VENDOR TO DO FINAL CONNECTIONS. SAW CUT OR CORE DRILL EXISTING CONCRETE FLOOR TO PROVIDE PATH FOR NEW CONDUITS. PATCH FLOOR TO MATCH EXISTING AFTER CONDUIT INSTALLATION. CONDUIT STUB UP LOCATIONS. VERIFY EXACT LOCATION WITH OWNER. NOT USED. POWER AND SIGNAL PLAN SCALE: 1/4" = 1' -0" i PROVIDE SWITCH CONTROL OF RECEPTACLE. SEE LIGHTING SWITCHBANK DETAIL ON LIGHTING PLAN. SOUND SYSTEM VOLUME CONTROL. PROVIDE CONTINUOUS 3/4" CONDUIT RUN TO MANAGER'S DESK. VERIFY EXACT LOCATION WITH OWNER. CONNECTION BY AUDIONISUAL SYSTEM CONTRACTOR. • POWER AND DATA CONNECTIONS TO FLAT SCREEN NV PROJECTOR. VERIFY RECOMMENDED CONNECTION METHOD WITH EQUIPMENT SUPPLIER. PROVIDE 45:4" DATA BOX AND 1" CONDUIT TO MANAGER'S OFFICE. 1 6 NOT USED. D PROVIDE ONE 3/4" CONDUIT WITH PULL LINE TO AREA ABOVE CEILING IN THE OFFICE. • PROVIDE FLUSH - MOUNTED SINGLE GANG BOX AND 1- 1 /2 "C.O. TO ACCESSIBLE AREA ABOVE CEILING. NOT USED. • APPROXIMATE LOCATION OF HVAC EQUIPMENT. VERIFY EXACT LOCATION IN FIELD. PROVIDE ELECTRICAL CONNECTIONS PER PLAN. • PROVIDE DOUBLE GANG BOX AND 1/2 "C. FOR HVAC CONTROL. PROVIDE 3/4" C.O. FOR CONTRACT CABLING PURPOSES. COORDINATE ALL CONTROL REQUIREMENTS. LANDLORD DESIGNATED FIRE ALARM VENDOR SHALL BE ENGAGED TO PROVIDE DIFERRED APPROVAL DRAWINGS. INSTALLATION AND FINAL CONNECTION DEVICES REQUIRED, BUT NOT LIMITED TO, ARE REMOTE TRANSPONDERS, POWER SUPPLY, SMOKE DETECTORS, SPEAKERS, ETC. WIRING PROVIDED BY OAKLEY CONTRACTOR AS REQUIRED BY FIRE ALARM VENDOR. • REFER TO ARCHITECTURAL PLANS FOR UNI -STRUT GRID LAYOUT AND INSTALLATION DETAIL. MOUNT UNI -STRUT WITH OPEN SLOT AT THE BOTTOM. :.f'p ragC... AFR 3 0 2008 PERMIT CENTS • DATE: Apr 25, 2008 Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: Valerio Architects Architecture, Design & Planning 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: info@valerioarchitects.com CONSULTANT ENCON ENERGY M CONSERVATION • COMPANY 720 Sunrise Ave, Suite 2088 Roseville, CA 95661 tel # (916) 772 -8440 fax # (916) 772 -8441 email info©encon.com Copyright © ENCON 2008 ENCON Project #: 0K6118.00 L %FIRES 11 /6! vT . r r PROJECT OAKLEY 556 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION 4/26/08 REVIEW SET 4/28/08 PERMIT /BID /LL REVIEW SET This document contains information proprietary to the Architect and Is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of the Architect. Electrical Power and Signal Floor Plan 4/25/08 4/15/08 AS SHOWN 586 -08 -29 BMS /RDM ENCON 0K6181.00 I-1 r 3 5 7 9 6 $ $ $ 26 28 31 32 34 $ $ $ $ GENERAL NOTES 10 VESTIBULE 10' -0 "H. C G SOFFIT 11' -0 "H. (CLG1) SOFFIT 11' -0 "H. () DROP CEILING 1 2' -6 "H. (CLG1) 9 1. PLANS ARE PREPARED WITH REQUIRED BRANCH CIRCUITS INDICATED BY CIRCUIT NUMBER AND HOME RUNS. PROVIDE AND INSTALL ALL CONDUITS, CONDUCTORS, BOXES, MISC. FITTINGS, ETC. FOR A COMPLETE OPERABLE SYSTEM. BRANCH INSTALLATION SHALL COMPLY WITH SPECIFICATION AND LATEST N.E.C. 2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL FIXTURE LOCATIONS. ARCHITECTURAL PLANS ALWAYS TAKE PRECEDENCE OVER THOSE SHOWN ON MEP PLANS. MEP PLANS ARE FOR TECHNICAL INFORMATION ONLY. SHEET NOTES LIGHTING <> LIGHTING SWITCHBANK. PROVIDE ENGRAVED PLATES TO INDICATE AREAS SERVED. SEE SWITCHBANK DETAIL THIS SHEET. O PROVIDE TIME CLOCK FOR CONTROL OF SIGN, SHOW WINDOW LIGHTS, STOREFRONT LIGHTS, AND SHOW WINDOW RECEPTACLES. LOCATE NEXT TO PANEL. 0 , PROVIDE 90- MINUTE BATTERY BACKUP FOR FIXTURE. DO NOT SWITCH CONTROL THIS CIRCUIT. 1 INF I i 1 OFFICE 10' -0 "H. (CLG1) F2 F2 0 I F2 B -11 8 -9 F1 r . 0 F5 F F5 F5 ■ F5 F5 F5 F5 F5 ■ ■ ■ RUI DRESSING ROOM RR SOFFIT V V VIA T/C w A l F5 VIA S/B F5 I I NOTES: CAI Pg PANEL 'A' PANEL 'B' SCALE: NTS F4 B -15 F5 120V CIRCUIT B -3 - ---- -I I F5 �1 �E) Fl EXPOSED COIL._ B -13 n F4 EM /NL 0 STOCKROOM 17' -6 "H. F5 d F5 F5 r F5 • 12P F9 B13 B -17 VIA T/C ENTRY SOFFIT 10' -0 "H. cAnD F1 F1 • • F4 F5 5 F5 F5 B13 } TO PANEL 'B' CIRCUITS: 3,5,7,9,6,26,28, 31,32,34 } TO PANEL 'B' CIRCUITS: 17,1,8 1. ASTRONOMICAL 7 -DAY TIME SWITCH WITH BATTERY BACK -UP, TORK #DZS400A, 4- CHANNEL OR EQUAL BY PARAGON OR INTERMATIC. 2. SQUARE D CLASS 8903 L 20AMP., ELECTRICALLY HELD LIGHTING CONTACTOR WITH LOAD CONTACTS AS INDICATED ON CONTROL DIAGRAM U.O.N. OR EQUAL BY WESTINGHOUSE. CONTACTOR TO BE INSTALLED IN LIGHTING CONTROL CABINET. 3. BY -PASS TIMER SWITCH, SET AT 120 MINUTES MAX. (LEVITON #6124H), LABEL AS SHOWN. COORDINATE LOCATION WITH ARCHITECT. 4. MOUNT ALL CONTACTORS IN NEMA 1 CABINET WITH LOCKABLE HINGED COVER DOOR. MOUNT TIME SWITCH ABOVE THE CABINET. � � 1 LIGHTING CONTROL DIAGRAM SOFFIT 11' -0 "H. (CLG1) SOFFIT 11' -0"H. (CLG1) SOFFIT 11' -0 "H. (CLG1) T SALES AREA 17' -6 "H. EXPOSED.-CEII.. -. SCALE: NTS LIGHTING PLAN SCALE: 1/4" = 1 PANEL "L" CONTROL ZONE SCHEDULE 3 LGT -SALES DOWNLIGHTS 5 LGT - MONO - POINTS 7 LGT - PENDANTS 9 - LGT -BACK WRAP 6 - REC -CASH WRAP 26 - REC - PLASMA 28 - REC- PLASMA 31 - REC - PLASMA 32 - REC - PLASMA 34 - REC - PLASMA NOTES: INDICATES SWITCH 2 LIGHTING SWITCHBANK APR 30 ZOO PERMIT CEN I t- Valerio Architects Architecture, Design & Planning DATE: Apr 25, 2008 Ipar Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 ur1: www.valerioarchitects.com Email: infoOvalerioarchitects.com CONSULTANT ENCON ENERGY w CONSERVATION • COMPANY 720 Sunrise Ave, Suite 208B Roseville, CA 95661 tel # (916) 772 -8440 fax # (916) 772-8441 email info@encon.com Copyright © ENCON 2008 ENCON Project #: 0K6118.00 I EXPIRES 11/6/ 69 f PROJECT OAKLEY 556 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION 4/26/08 REVIEW SET 4/28/08 PERMIT /BID /LL REVIEW SET This document contains information proprietary to the Architect and Is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of the Architect. Electrical Lighting Reflected Ceiling Plan 4/25/08 4/15/08 AS SHOWN 586 -08 -29 BMS /RDM ENCON OK6181.00 MARK DESCRIPTION W V HW CW OTHER REMARKS EWH WATER HEATER - 314 " 3/4 " - RHEEM EGSP6, 6 GALLON ELECTRIC WATER HEATER, 208V/1 PH, 2000W MOUNTED ON WALL BRACKETS ABOVE MOP SINK MS MOP SINK 3" 1 -1/2" 1/2" 1/2" - ZURN MODEL Z1996 -24 COMPOSITE MOLDED 24X24 MOP SINK, COMPLETE WITH STAINLESS STEEL DOME STRAINER/LINT BASKET. SINGLE FAUCET AND MOP HANGER, HOSE, AND HOSE BRACKET 1.00 - GENERAL 1.01 DESCRIPTION Furnish all labor, materials, equipment and services required for and /or reasonably incidental to the completion of the following work: A. Sanitary waste and vent piping system including connections to building sewer as shown. B. Domestic hot and cold water systems including water heater, and related accessories and controls. C. Connection to building water as shown. D. Plumbing fixtures, trim and accessories including installation and support. E. Flashing and sealing of roof and exterior wall penetrations for water tightness. F. Caulking and sealing of floor and wall penetrations and formed shaft penetrations. G. Backing for securing fixtures, trim and piping. H. Access doors where shown or required by code. I. Hangers, supports, and guides. J. Cleanup of debris and final cleanup of drains, fixtures and equipment. K. License, permits and associated fees. L. Cutting, drilling and patching for all surfaces in relation to plumbing work. 1.02 RELATED WORK INCLUDED UNDER OTHER SECTIONS A. Mechanical Work -15000 B. Electrical work -16000 1.03 EXAMINATION OF SITE A. Visit site before submitting bid and check location of all existing conditions which will affect this work, verify dimensions and locations shown on drawings and cover all costs. Contractor shall assume reasonable variations or minor omissions and shall complete proposed work without additional cost. Failure to visit site will not lessen responsibility or entitle additional compensation for work not included in proposal. 1.04 DRAWINGS The accompanying drawings shall be considered part of these specifications. Work and materials shown on the drawings and not mentioned in the specifications and vice versa shall be executed as if specifically mentioned or shown in both. The drawings shall be considered as schematic in nature and minor modifications of the work to comply with the structure as found shall be made. 1.05 RULES AND REGULATIONS A. All work and material shall be in full accordance with the latest Plumbing Code and other applicable State and local rules and regulations. Nothing in these drawings or specifications shall be construed to permit work not conforming to these codes. B. Furnish without any extra charge any additional material and labor when required to comply with these laws, ordinances and codes regardless of whether shown or mentioned in these specifications of drawings. 1.06 MATERIAL SUBMITTALS A. Submit for review to Owner a complete and all- inclusive list of equipment and materials proposed fur use (4 copies), accompanied by manufacturer's data sheets giving sizes, capacities, etc. Data shall be forwarded in a single package written 15 days after award of contract. 1.07 AS -BUILT DRAWINGS A set of plumbing plans will be furnished to the Contractor on which he shall indicate the installation "as- built" as the work progresses. Upon completion of the work, a set or reproducible drawings shall be obtained from Owner at cost, and all changes as noted on the record set of prints shall be incorporated thereon. This set of reproducibles, along with one set of blueprints, shall be delivered to Owner upon completion and before final acceptance of the project. 1.08 GUARANTEE The Contractor shall leave the entire installation in complete working order free from any defective material, workmanship or finish. He shall guarantee to repair or replace, without charge, defects due to faulty workmanship or material for a period of one year from the date of filing of the Notice of Completion. 1.09 OPERATION MANUALS AND OWNER INSTRUCTIONS A. Provide complete operation and maintenance manuals covering all plumbing systems and equipment that have been installed. Three (3) copies of the manual shall be bound in hardback binders. B. Provide instructions to owner as to operation of all equipment. Instruction period to commence for minimum of (1) hour and shall be scheduled at owner's convenience. 1.10 CUTTING AND PATCHING A. The contractor shall do all cutting, drilling and patching which may be required for the installation of the work under this Section of the Specifications. B. Patching shall be of the same workmanship, material, and finish and shall match accurately all surrounding construction in a manner satisfactory to Owner. No cutting of the structure shall be permitted without written approval of Owner. 2.00 - MATERIALS 2.01 PIPING A. Interior Underground Sanitary and Waste Piping: PVC piping Schedule 40 pipes and fittings. No -hub couplings shall be Clamp -all, or MG type. B. Interior Suspended Sanitary and Vent Piping - above ground: 1.3" and Larger - Service weight (Tyseal) bell and spigot or no-hub cast iron all be Clamp -all, or MG type. 2. 2" and Smaller - Schedule 40- galvanized steel pipe with screwed Durham cast iron fittings for waste and vent or no -hub cast iron soil, pipe and fittings. 3. No-hub couplings shall be Clamp -all, or MG type. C. Interior Domestic Water Piping: 3" and Smaller - Type "L" hard tempered copper with solder end fittings. 95 -5 tin and antimony solder jointing (lead - free). D. Condensate Drain Piping: Copper water tube ASTM B88, Type "M ", solder with 95-5 solder, lead -free type. Condensate drainpipe in ceiling space shall be insulated with 1/2" thick Armstrong "Armaflex ", and sections butted firmly together. E. Gas Piping: Galvanized steel, ASTM -120, Schedule 40 and fittings. F. Hot and Cold Water Piping Insulation: 1. Hot water supply and return shall be 1" thickness sectional fiberglass pipe insulation with an all service jacket and adhesive self sealing laps. 2. Horizontal cold water above ceilings & cold water in exterior walls or an all service jacket and adhesive self - sealing laps. 3. Fittings shall be mitered or wrapped fiberglass insulation to match thickness specified above and covered with Zeston or equal pipe fitting covers and secured and sealed with self - sealing insulation tape. 4. Acceptable manufacturers are Manville, Owens - Coming Fiberglass, Knauft or approved equal. 2.02 PIPE FLASHINGS #4 lead with counter flashing ring by Glenco, Stoneman Engineering or approved equal. 2.03 VALVES A. Gate Valves: Nibco T -133 or equal, 2" and smaller. B. Check Valves: Nibco T -480 -Y or equal, 2" and smaller. 2.04 PLUMBING FIXTURES AND TRIM: Plumbing fixtures to be furnished and installed under this contract. See plumbing fixture schedule. 2.05 PIPE HANGERS AND SUPPORTS A. Superstrut #C -711, Grinnell, or approved equal. B. Installation per manufacturer's recommendations. Insulation protection saddles at hangers or supports shall be 24 gauge galvanized sheet metal of 180 degrees by 9 inch length. C. Provide seismic hangers and pipe restraints as per local codes. D. Hanger rods shall be cadmium plated or galvanized all- thread rod. 3/8" size is the minimum size permitted. E. Size per the manufacturer's instructions and secure hangers and rods with cadmium plated hex head nuts (double nut). F. Attachments to the structure shall be suitable to match individual conditions and types of constructions per the manufacturer's instructions. PLUMBING SPECIFICATIONS 3.00 - INSTALLATION AND EXECUTION 3.01 GENERAL A. Support C.I. soil piping at 5 feet on center maximum and each joint and /or fitting. Support 1/2" and 3/4" piping at 6 feet on center maximum. Support 1" to 1 -1/2" piping at 8 feet on centers. Support 2" and larger piping at 10 feet on center maximum. Steel piping 4" and larger may be supported at 12 feet on center maximum except for Victaulic fitted piping which shall be supported at 10 feet on center maximum. 3.02 SPECIAL REQUIREMENTS, RESPONSIBILITIES AND TESTING A. Install piping generally level, free of traps and unnecessary bends, to conform to building requirements. Pipe to be free of defects, and installed to avoid any possible galvanic action by isolating dissimilar metals. B. Apply a water test to the waste, and vent systems whether in its entirety or in sections; if applied to the entire system, tightly close all openings in the piping except the highest opening, and fill the system with water to the point of overflow. If the system is tested in sections, tightly plug each opening except for the highest opening of the section under test, and fill each section with water, but test with no less than a 10' head of water. In testing successive sections, test at least the upper 10' of the next preceding section so that no joint or pipe in the building (except the uppermost 10' of the system) shall have been submitted to a test of less than a 10' head of water. Keep water in the system or in the portion under test for at least 24 hours before inspection starts, with the system tight at all points. C. Domestic water system shall be tested and proved tight under a pressure of not less than 150 PSI. Piping must stand the test for a period of 24 hours without leaking. D. Chlorination of the domestic cold and hot water piping systems in accordance with standard testing procedures and local health department requirements. Testing by a firm such as Bennet - Marine or equal. Submit certificate of satisfactory test results to the architect and owner. E. Gas piping system shall be tested with 150 PSIG air for one hour. F. Provide investigative services to determine locations of existing plumbing system services that are unknown due to lack of documentation. Contact jurisdictions and utilities companies to assist in determining service locations and record same on record drawings. Record invert elevations and provide dimensional information from structural elements or members. 3.03 PIPING INSTALLATION A. Make changes in size of pipe with reducing fittings; bushings will not be permitted except for bell shaped copper bushings. B. Install insulating unions in water piping between copper piping and ferrous piping or equipment - Epco, or equal. C. Install exposed polished chrome connections from fixtures or equipment with special care. Show no tool marks or threads at fittings. D. Cap openings in piping during construction. E. Provide 85% red brass pipe IPS, in connection to faucets, flush valves, hose bibbs or similar items requiring rigid piping. Extend brass pipe from fixture to point where piping can be securely fastened to building construction. All exposed piping and stop valves in connection to fixtures shall be chrome - plated brass. F. Install unions adjacent to valves and where necessary to facilitate disassembly of piping. G. Escutcheons: Fit exposed pipes passing through floors, walls or ceilings with escutcheons. Manufacture special sizes of escutcheons from steel and prime coat same. Cut in round, rectangular or square space to provide a clean appearance acceptable to the Architect. H. Support piping independently of equipment to which it is connected. I, Make copper solder joints with 95/5 solder, or silfos; clean surfaces to be joined free of oil, grease, rust or oxides and apply Flux to each joint before rough -in and make final connections to all other equipment furnished under other Divisions, requiring plumbing connections. J. Install seismic hangers & pipe restraints per local codes. 3.04 FIXTURES, DRAINS, CLEANOUTS, TRIM AND ACCESSORIES A. Protect finished surfaces from marking or damage during construction. B. Rough -in for A.D.A. requirements where necessary. C. Install in accordance with manufacturer's recommendations. 3.05 EXCAVATION AND BACKFILLING A. Concrete sawcut all concrete paving, floor slabs and asphalt paving. Also provide breakout services and offsite disposal of debris at a legal disposal site. B. Excavations shall be of a width and depth to safely install the work and trenches shall include pumping, shoring, etc. per OSHA standards. Overexcevate pipe trenches to provide a bedding material under the installed piping. C. Dispose of surplus excavated materials, rock, decayed material, other undesirable materials at a legal offsite disposal site. D. Pipe bedding and crown pipe cover to 6" over crown of pipe shall be imported sand backfill of the riverbank type free of rocks. No seawater beach sand permitted. E. Balance of backfill material may be the excavated material, free of rock, decayed material and other undesirable materials. F. All backfill shall be 95% compacted by pneumatic tamping, vibratory plate or roller machines. No jetting is permitted. 3.06 PROJECT RECORD DOCUMENTS Print and reproducible drawing will be furnished on which the contractor shall indicate the installation record as the work progresses. Upon completion, deliver the record drawings to Owner's construction manager. END OF SECTION 1) D I PLUMBING EQUIPMENT SCHEDULE LEGEND SYMBOL DESCRIPTION CD -- K5 1 Ix' SANITARY SEWER/ WASTE - BURIED SANITARY SEWER/ WASTE - ABOVE GRADE INDIRECT WASTE SANITARY VENT DOMESTIC COLD WATER DOMESTIC HOT WATER SUPPLY CONDENSATE DRAIN LINE NATURAL FUEL GAS GATE VALVE OR BALL VALVE CHECK VALVE GAS COCK - VALVE UNION FITTING PIPE DOWN PIPE UP BACKFLOW PREVENTER CLEANOUT - END OF LINE CLEANOUT - FLOOR TYPE WALL TYPE FLOOR DRAIN W/ P -TRAP HOSE BIBB VENT THROUGH ROOF BALL VALVE ACCESS PANEL / ACCESS DOOR BALANCING VALVE PRESSURE REDUCING VALVE BELOW GRADE A.F.F. A.P. B.F.P. B.L.V. B.V. B.G. C.D. CK.V. C.O. C.W. DN. (E) F.C.O. F.D. G. G.C.V. G.V. H.B. H.W. I.W. (N) N.I.C. NTS P.O.C. PROVIDE P.R.V. (R) S.S. U.O.N. V. V.T.R. W.C.O. U.N. UP ABBREVIATIONS ABOVE FINISHED FLOOR ACCESS PANEL BACKFLOW PREVENTER BALANCING VALVE BALL VALVE BELOW GRADE CONDENSATE DRAIN CHECK VALVE CLEAN OUT DOMESTIC COLD WATER PIPE DOWN EXISTING FLOOR CLEAN OUT FLOOR DRAIN NATURAL GAS GAS COCK VALVE GATE VALVE HOSE BIBB DOMESTIC HOT WATER INDIRECT WASTE NEW NOT IN CONTRACT NOT TO SCALE POINT OF CONNECTION TO EXISTING ITEMS FURNISH, INSTALL AND CONNECT PRESSURE REDUCING VALVE RELOCATE SANITARY SEWER/WASTE UNLESS OTHERWISE NOTED SANITARY VENT VENT THROUGH ROOF WALL CLEANOUT UNION FITTING PIPE UP DRAWING SCHEDULE P0.1 Plumbing Legend, Schedules, and Load Calculations P1.1 Plumbing Floor Plan APR 3 0 MB FF Alma' CEI\Ii� i • Valerio Architects Architecture, Design & Planning DATE: Apr 28, 2008 ENERGY ■ CONSERVATION • COMPANY OAKLEY 556 SOUTHCENTER MALL TUKWILA, WA 98188 Date DESCRIPTION 4/26/08 REVIEW SET 4/28/08 PERMIT/BID/LL REVIEW SET This document contains information proprietary to the Architect and is furnished In confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of the Architect. Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: infoOvalerioarchitects.com CONSULTANT ENCON 720 Sunrise Ave, Suite 208B Roseville, CA 95661 tel # (916) 772 -8440 fax # (916) 772 -8441 email info@encon.com Copyright 0 ENCON 2008 ENCON Project #:0K6118.00 p. TRtf�, `a�• PROJECT Plumbing Legend, Schedules, and Load Calculations 4/28/08 4/15/08 AS SHOWN 586 -08 -29 BMS /RDM ENCON OK6181.00 FIRE SPRINKLER SPECIFICATIONS 1.01 DESCRIPTION 1.00 — GENERAL Furnish all labor, materials, equipment and services required for and /or reasonably incidental to the completion of the following work, A, Complete fire sprinkler system covering the entire store as shown. B. Connection to existing fire sprinkler mains, C. Co— ordinate with building owner representative for connections to existing sytem, D, Flashing and sealing of roof and exterior wall penetrat. for water tightneess. E, Caulking and sealing of floor and wall penetrations and formed shaft penetrations, F, Access doors where shown or required by code. G. Hangers, supports, and guides. H. Cleanup of debris and final cleanup of drains, fixtures and equipment. I, Record drawings and operating manuals. J License, permits and associated fees. K. Cutting, drilling and patching for all surfaces in relation to fire protection work. L. Coordinate fire sprinkler alarm with building owner's representative — as required. M. Notify landlord 48hrs. in advance for sprinkler drain down, 1.02 RELATED WORK INCLUDED UNDER OTHER SECTIONS A, HVAC 15500 B. Plumbing work 15400 C. Electrical work 16000 1.03 EXAMINATION OF SITE Visit site before submitting bid and check location of all existing conditions which will affect this work, verify dimensions and locations shown on drawings and cover all costs. Contractor shall assume reasonable variations or minor omissions and shall complete proposed work without additional cost. Failure to visit site will not lessen responsibility or entitle additional compensation for work not included in proposal. 1,04 DRAWINGS The accompanying drawings shall be considered part of these specifications. Work and materials shown on the drawings and not mentioned in the specifications and vice versa shall be executed as if specifically mentioned or shown in both, The drawings shall be considered as schematic in nature and minor modifications of the work to comply with the structure as found shall be made, 1.05 RULES AND REGULATIONS A. All work and material shall be in full accordance with the latest rules and regulations of the State Fire Marshal, NFPA, and other applicable State and local rules and regulations. Nothing in these drawings or specifications shall be construed to permit work not conforming to these codes. B. Furnish without any extra charge any additional material and labor when required to comply with these laws, ordinances and codes regardless of whether shown or mentioned in these specifications of drawings. 1.06 MATERIAL SUBMITTALS A. Submit for review to Owner a complete and all— inclusive list of equipment and materials proposed for use (4 copies), accompanied by manufacturer's data sheets giving sizes, capacities, etc. Data shall be forwarded in a single package written 15 days after award of contract, B. Within 5 days after award of contract, submit 6 copies of a letter stating any materials that contractor wishes to substitute, to Owner for approval. Include such information as manufacturer's name, type of material, certified ratings, overall appearance, and necessary information to explain function and operation of material, All proposed substitutions shall be equal in quality, design, utility and appearance to material, equipment or method specified. 1.07 AS —BUILT DRAWINGS A set of floor plans will be furnished to the Contractor on which he shall indicate the installation "as— built" as the work progresses, Upon completion of the work, a set of reproducible drawings shall be obtained from Owner at cost, and all changes as noted on the record set of prints shall be incorporated thereon. This set of reproducibles, along with one set of blueprints, shall be delivered to Owner upon completion and before final acceptance of the project. 1,08 GUARANTEE The Contractor shall leave the entire installation in complete working order free from any defective material, workmanship or finish. He shall guarantee to repair or replace, without charge, defects due to faulty workmanship or material for a period of one year from the date of filing of the Notice of Completion. 1.09 OPERATION MANUALS AND OWNER INSTRUCTIONS A. Provide complete operation and maintenance manuals covering all mechanical systems and equipment that have been installed. Three (3) copies of the manual shall be bound in hardback binders. B. Provide instructions to owner as to operation of all equipment. Instruction period to commence for minimum of (2) hours and shall be scheduled at Owner's convenience. 1.10 CUTTING AND PATCHING A. The contractor shall do all cutting, drilling and patching which may be required for the installation of the work under this Section of the Code. B. Patching shall be of the same workmanship, material, and finish and shall match accurately all surrounding construction in a manner satisfactory to Owner. No cutting of the structure shall be permitted without written approval of Owner, 2.00 MATERIALS (Use U.L, Listed and Factory Mutual approved materials, equipment 2.01 PIPING /SPRINKLERS A. Materials shall conform to requirements in National Fire Protection Association Pamphlet 13. Sprinkler heads shall be underwriter's approved for use intended. 1, Concealed Automatic Sprinkler Head: Model: #G -1 with white cover plate by Reliable Automatic Sprinkler Company, Inc. or equal. Installation: All ceilings and soffits with gypsum board finish 2. Recessed Automatic Sprinkler Head: Model: #G with bright chrome finish head and escutcheon by Reliable Automatic Sprinkler Company, Inc. or equal. Installation: All ceilings with suspended acoustical tile and inside gypsum board light soffit (if required). 3, Surface Pendant Automatic Sprinkler Head: Model: #G with natural bronze finish head by Reliable Automatic Sprinkler Company, Inc. or equal, with friction adjustable canopy #401, egg shell with finish by Sweet & Donaldson Manufacturing Company, Installation: Toilet room with gypsum board ceiling, closet ceiling, stairs, or other non — public areas with gypsum board ceiling. 4, Upright Automatic Sprinkler Head: Model: #G with natural bronze finish head by Reliable Automatic Sprinkler Company, Inc. or equal. Installation: In all open areas with no ceiling 5. Provide three (3) extra sets of each type head furnished. B. Sprinkler pipes shall be schedule 40 black steel with Victaulic or grooved fittings. Schedule 10 — 4" and greater — rolled, grooved, not threaded. All piping shall be concealed above the finished ceilings. C. Areas Covered: The entire tenant's premises shall be fire sprinkled. D. Testing: Furnish all necessary labor, materials and equipment for conducting tests, and pay all expenses in connection therewith. Should leaks develop while testing, repairs shall be made and tests shall be repeated until a satisfactory test is obtained. 3.00 — INSTALLATION AND EXECUTION 3,01 PIPING INSTALLATION A Make changes in size of pipe with reducing fittings; bushings will not be permitted, B. Cap openings in piping during construction, C. Escutcheons: Fit exposed pipes passing through floors, walls or ceilings with escutcheons. Manufacture special sizes of escutcheons from steel and prime coat same. Cut in round, rectangular or square space to provide a clean appearance acceptable to Owners. 3.02 SPECIAL INSTRUCTIONS A. Contractor shall be cognizant of architectural reflected ceiling plan and shall locate sprinkler heads in a symmetrical pattern were possible and shall center heads in center of ceiling tile sections. B. Contractor shall submit preliminary fire sprinkler head layout to Owner for review and approval prior to start of shop drawings. Submit (4) copies to Owner or General Contractor, END OF SECTION [03 al DRESSING RM i CONNE (N) 4 "SS, 2- i "CW, P' , TO (E) SERVIC , (FIELD 2— OFFICE VERIFY : XACT SIZE AND Lm4ATION) - r 7 h� (N)FCO 1 SALES AREA — (N) MOP SINK WITH WATER H: TER ABOVE ON BRACKETS PROVIDE CATCH PAN UNDER ATER HEATER WITH DRAIN DOWN TO MOP SINK. 3"W DN., 2"V UP, 3 /4 "HW & W TO MOP SINK 3/4" r02 STOCKROOM 111111111 -- i—i — CON (N) 3/4" COLD WATER TO (E) COLD WATER LINE. (FIELD VERIFY EXACT SIZE AND LOCATION — MIN. 3/4 ") SCALE: NTS 3/4" EWH S.O.V. 3/4" HOT & COLD WATER ISOMETRIC PLUMBING FLOOR PLAN I SCALE: SCALE : 1/4 " =1' -0" FCO O " SCALE: NTS ---- -- CONNECT (N) 2" VENT TO / » (E) VENT LINE. (FIELD VERIFY EXACT SIZE AND LOCATION — MIN. 2 ") CONNECT (N) 4" SS TO (E) SS LINE. (FIELD VERIFY EXACT SIZE AND LOCATION — MIN. 4 ") WASTE & VENT ISOMETRIC APR 3 0 2( PERMIT CE r' hi Valerio Architects Architecture, Design & Planning DATE: Apr 28, 2008 Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 5858 Wilshire Blvd, Ste 203 Los Angeles, CA 90036 Telephone: 323.954.8996 Facsimile: 323.954.8965 url: www.valerioarchitects.com Email: info@valerioarchitects.com CONSULTANT ENCON ENERGY • CONSERVATION • COMPANY 720 Sunrise Ave, Suite 208B Roseville, CA 95661 tel # (916) 772 -8440 fax # (916) 772 -8441 email info @encon.com Copyright © ENCON 2008 ENCON Project #: 0K61 18.00 295?:.; IONA1. PROJECT OAKLEY 556 SOUTHCENTER MALL TUKWILA, WA 98188 Q Date DESCRIPTION 4/26/08 REVIEW SET 4/28/08 PERMIT /BID /LL REVIEW SET This document contains information proprietary to the Architect and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of the Architect. 1 Plumbing Floor Plan 4/28/08 4/15/08 AS SHOWN 586 -08 -29 BMS /RDM ENCON OK6181.00 .1 NORN4AL A I HT GONG (150 PGF) TYPE DIAMETER EMBED DEPTH e *ALLOWABLE SHEAR *ALLOWABLE TENSION TENSION TEST LOAD THREADED ADHE51 VE 3/8" 31/2" 810 1640 3380 1/2" 4 1/4" 1550 2500 4445 5/8" 5" 2420 3615 7230 3/4" 6 5/8" 3480 5080 10153 7/8" 71/2" 4740 1040 14080 I" 8 1/4" 6145 14 14 REBAR 4 ADHESIVE 4 1/2" 1250 1510 3020 #4 4" 2040 2530 5060 4 5 5" 3300 3330 6660 #6 7" 4 5110 11540 # 71/2" 6610 6070 12145 its an 6700 8085 16170 EXPANSION ANCHOR 3/8" 2 I/2" 1000 1140 2280 1/2" 31/2" 1750 1640 321 5 5 /Sfl 4" 2860 2245 44 3/4" 4 3/4" 4460 3165 6330 ill 6" 6400 4250 8500 * THESE VALUES ARE TAKEN 80% OF ICC VALUES (N) f'c= 3000 PSI MIN (E) ADHESIVE: HILTI HY -I50 PER IGG# ER -5I613 (0 EXPANSION: HILTI KB3 CARBON STEEL ICCA ER -1385 (04/I/04) THREADED ROD: A36 OR AI GRADE 137 REINF BAR: ASTM A6I5 OR A106 GRADE 60 SPECIAL INSPECTION REQ'D 0 EA LOCATION. SEE GENERAL NOTES 48cp A ,A N G H O S SEE DETAILS DENOTES 51.0 FOR 512E OF ADHESIVE ANCHOR UNO STRUCTURAL AS5REVI ATI ONS O AT AB ANCHOR BOLTS AC ASPHALTIC CONCRETE AFF ABOVE FINISH FLOOR BN BEV BOG SOF GIP CJ GL CMU COL GONG CONN GONT (E) EF EW EJ EOS EN ES FA FD FF FLG FN FOG FOM FOS GLB GT HSB H55 HT BOUNDARY NAILING BEVELED BOTTOM OF CONCRETE BOTTOM OF FOOTING CAST IN PLACE CONSTRUCTION JOINT CENTER LINE CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION CONTINUOUS DF DOUGLAS FIR EXISTING EACH FACE EACH WAY EXPANSION JOINT EDGE OF SLAB EDGE NAILING EACH SIDE FRAMING ANCHOR FLOOR DRAIN FINISH FLOOR FLANGE FIELD NAILING FACE OF CONCRETE FACE OF MASONRY FACE OF STUD GLUE LAMINATED BEAM GIRDER TRUSS HAS HEADED ANCHOR STUD HP HIGH POINT HIGH STRENGTH BOLT HOLLOW STRUCTURAL SECTION HIP TRUSS ID INSIDE DIAMETER JT LLH LLV LP L5 LT WT LVL MU MECHANICAL UNIT NIG NTS OG OP OWSG OWSJ OH FCC PSF PSI PT SAD SDST SIM 50J SLH SLV SOG SP 55 T24 TOG TOF TOM T.O. SLAB TOS TOW UNO WS WWF WPJ JACK TRUSS LONG LEG HORIZONTAL LONG LEG VERTICAL LOW POINT LAG SCREW LIGHT WEIGHT LAMINATED VENEER LUMBER NOT IN CONTRACT NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPEN WEB STEEL GIRDER OPEN WEB STEEL JOIST OPPOSITE HAND PRECAST CONCRETE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED POINT RADIUS SEE ARCHITECTURAL DRAWINGS SELF DRILLING SELF TAPPING SIMILAR SLIP CONTROL JOINT SHORT LEG HORIZONTAL SHORT LEG VERTICAL SLAB ON GRADE STRUCTURAL PLYWOOD STAINLESS STEEL TITLE 24 CALIFORNIA CODE TOP OF CONCRETE TOP OF FOOTING TOP OF FRAMING TOP OF MASONRY TOP OF SLAB TOP OF STEEL TOP OF WALL UNLESS NOTED OTHERWISE WATER STOP WELDED WIRE FABRIC WEAKENED PLANE JOINT STRUCTURAL STEEL : (SUBMIT SHOP DRAWINGS BEFORE FABRICATION) I. FABRICATION, ERECTION AND MATERIALS SHALL CONFORM WITH THE AISG SPECIFICATION FOR THE DESIGN FABRICATION 4 ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND 2006 IBC. 2. STRUCTURAL STEEL SHAPES SHALL CONFORM TO THE FOLLOWING: A) WIDE FLANGE BEAMS 4 COLUMNS (UNO) ASTM -A442 (Fy = SO ksI) 5) ANGLES (UNO) ASTM -A36 G) M, 5, G, MC, HP, WT, MT 4 ST (UNO) ASTM -A36 D) RECTANGULAR HSS SHAPES (UNO) ASTM -A500 GRADE B (Fy =46 Icsi) E) ROUND HSS SHAPES (UNO) ASTM -A500 GRADE B (Fy = 42 kst) F) PIPES (UNO) ASTM-A53, TYPE E OR 5, GRADE B (Fy = 35 ksl) 6) PLATES, BARS 4 MISC. (UNO) ASTM -A36 H) ANCHOR RODS (UNO) ASTM -FI554 (Fy=36k51) 3. WELDING DONE BY THE ELECTRIC ARC PROCESS IN ACCORDANCE WITH u AWS ". STANDARDS: USE ONLY CERTIFIED WELDERS. ALL BUTT WELDS SHALL HAVE COMPLETE PENETRATION. ALL EXPOSED BUTT WELDS SHALL BE GROUND. 4. PLACE 2" NON- SHRINK GROUT UNDER ALL BASE PLATES BEFORE ADDING VERTICAL LOAD -UNO. S. ALL STRUCTURAL STEEL SHALL BE ERECTED PLUMB AND TRUE TO LINE. TEMPORARY BRACING SHALL BE INSTALLED AND SHALL BE LEFT IN PLACE UNTIL OTHER MEANS ARE PROVIDED TO ADEQUATELY BRACE THE STRUCTURE. 6. HOLES FOR UNFINISHED BOLTS SHALL BE OF THE SAME NOMINAL DIAMETER AS THE BOLT PLUS I /I6 ". 1. USE STANDARD AISC GAGE AND PITCH FOR BOLTS UNLESS NOTED OTHERWISE b. WRAP STRUCTURAL STEEL EMBEDDED IN CONCRETE WITH 6x6- WI.4xW1.4 EWF. DO NOT PAINT EMBEDDED AREAS. PROVIDE 3" MINIMUM CONCRETE COVERAGE ON ALL STEEL BELOW GRADE. 41. HIGH STRENGTH BOLTS: 3/4" DIAMETER A325 -N TYP UNO. 10. PROVIDE 1 /2 "d' STITCH BOLTS 4 RINF FILLS, SPACED AT NOT MORE THAN 2' -0" ON CENTER FOR ALL. DOUBLE ANGLE MEMBERS. II. COMPOSITE METAL PECKING AND ALL BEAMS AND GIRDERS SHALL REMAIN UNSHORED DURING AND AFTER THE PLACING OF THE CONCRETE FILL -UNO. 12. DO NOT PAINT THE TOPS OF THE BEAMS 4 GIRDERS. 13. PAINT ALL EXPOSED STEEL W/ PRIMER. EXPANSION ANCHOR APHESI VV ANCHOR. NOTES I. WHERE "EPDXY" OR "EXPANSION" ANCHORS ARE INDICATED IN DRAWINGS THESE NOTES 4 SCHEDULE A SHALL APPLY 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS GIVEN IN THE ICC REPORT. S. SPECIAL INSPECTION 15 REQUIRED FOR ALLOWABLE TENSION VALUES LISTED IN TABLE. UNLESS NOTED OTHERWISE ANCHORS HAVE SEEN DESIGNED FOR SPECIAL INSPECTION. 4. DESIGN LOADS ON ANCHORS ARE NOT TO EXCEED 80% OF THE TENSION 4 SHEAR VALUES LISTED IN TABLE FOR GROUT - FILLED NORMAL WEIGHT CMU APPLICATIONS. 5. TENSION TEST LOAD VALUES ARE BASED ON 80% OF TWICE THE TENSION VALUES LISTED. 6. ALLOWABLE LOADS MAY NOT BE INCREASED FOR DURATION OF LOADS SUCH AS WIND OR SEISMIC FORCES. 7. EACH ANCHOR TYPE (LOADED IN EITHER PULLOUT OR SHEAR) SHALL HAVE 15% OF THE ANCHORS TESTED IN TENSION TO THE TENSION TEST LOADS SHOWN IN THE TABLE WILL BE RANDOMLY PICKED BY INSPECTION AGENCY AND A MINIMUM OF 3 ANCHORS ARE TESTED FOR EACH TYPE /CONDITION. IF ANY ANCHOR FAILS TESTING, ALL ANCHORS OF THE SAME TYPE NOT PREVIOUSLY TESTED SHALL BE TESTED UNTIL 10 CONSECUTIVE ANCHORS PASS, THEN RESUME THE INITIAL TESTING FREQUENCY. 8. WHCN INSTALLING DRILLED IN ANCHORS IN EXISTING CONCRETE OR MASONRY, USE CARE 4 CAUTION TO AVOID CUTTING OR DAMAGING EXISTING REINFORCING BARS. 4. THE TESTING OF THE ANCHORS SHALL BE DONE BY THE TESTING LABORATORY 4 A REPORT OF THE TEST RESULTS SHALL BE SUBMITTED TO THE GOVERNING AGENCY AND ARCHITECT /STRUCTURAL ENGINEER. TESTING SHALL OCCUR AT MIN OF 24 HOURS AFTER THE INSTALLATION OF THE ANCHORS. 10. WHERE CONCRETE OR GROUT TEMPERATURES EXCEED 70° F THE ALLOWABLE LOADS LISTED IN THE TABLE SHALL BE REDUCED UP TO 20% WITH TEMPERATURES NOT TO EXCEED 120° F. A LINEAR INTERPOLATION OF THE REDUCTION MAY BE USED FOR TEMPERATURES BETWEEN 10° F AND 120° F. SPECIAL I NSfi EGT I ON : THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION AND TESTING PER IBC SECTION 1704. THIS WORK SHALL BE PERFORMED BY A SPECIAL INSPECTOR CERTIFIED BY THE GOVERNING BUILDING AGENCY TO PERFORM THE TYPES OF INSPECTIONS AND TESTS SPECIFIED HEREIN. THE FREQUENCY OF TESTING SHALL IN ACCORDANCE, BUT NOT LIMITED TO THE IBC TABLE ITEMS LISTED BELOW. DEFICIENCIES SHALL SE REPORTED DAILY TO THE CONTRACTOR. SUMMARY REPORTS SHALL BE DISTRIBUTED WEEKLY TO THE OWNER, ARCHITECT, CONTRACTOR, BUILDING OFFICIAL, AND STRUCTURAL ENGINEER. SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SPECIAL INSPECTION AND TESTING. ITEM BOLTS INSTALLED IN CONCRETE STRUCTURAL STEEL AND WELDING HIGH STRENGTH BOLTING STRUCTURAL MASONRY STRUCTURAL WOOD SPECIAL GRADING EXCAVATION AND FILLING SPECIAL CASES DESCRIPTION IBC IBC. TABLE SELECTED MATERIAL REQUIREMENTS OR GROUPING ANCHOR RODS, HEADED TABLE 1104.4 STUDS A. STRUCTURAL STEEL THAT IS PART OF THE STRUCTURE B. WELDING OP MEMBERS OR CONNECTIONS C. WELDING OF REINFORCING STEEL SEE SPECIFICATIONS FOR PROCEDURES FOR INSPECTION AND TESTING ALL MASONRY SHOWN ON STRUCTURAL DRAWINGS INCLUDING MASONRY SHOWN ON ARCHITECTURAL DRAWINGS A. FOUNDATION EXCAVATION B. BACKFILL STRUCTURAL WALLS OR SLAB ON GRAD SUPPORTING STRATA A. DRILLED -IN CONCRETE A. ANCHORS: PERIODIC INSPECTION SHALL INCLUDE VISUAL OBSERVATION OF DRILLED HOLE SPACING, AND EDGE DISTANCES. B. EPDXY OR CEMENT B. GROUTED DOWELS OR ANCHORS: OBSERVE DRILLED HOLES AFTER CLEANING AND OBSERVE INSTALLATION OF GROUT AND ANCHORS TABLE 1704.3 TABLE 1704.3 TABLE 1104.4 TABLE 1104.5 TABLE 1104.5 SECTION 1101.5 TABLE 1704.4 PER DESIGN PROFESSIONAL/ PROPRIETARY MANUFACTURER SPECIFICATIONS PER DESIGN PROFESSIONAL/ PROPRIETARY MANUFACTURER SPECIFICATIONS CONCRETE AND RE I NFORG I NG STEEL : (SUBMIT REBAR SHOP DRAWINGS PRIOR TO FABRICATION) I. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318 -O5. 2. THE MINIMUM 28 DAY STRENGTH AND TYPE OF CONCRETE SHALL SE AS FOLLOWS: SLABS ON GRADE, TIE BEAMS AND FOUNDATIONS 5000 PSI (150 PGF) CONCRETE OVER METAL DECK 5000 PSI (110 PCP) 3. CEMENT SHALL CONFORM TO ASTM C -ISO, TYPE I OR II. 4. CONCRETE AGGREGATES: NATURAL SAND AND ROCK AGGREGATES SHALL CONFORM TO ASTM 0 -33. LIGHT WEIGHT AGGREGATES SHALL CONFORM TO 0550. S. REINFORCING SHALL CONFORM TO ASTM A6I5 -- GRADE 6O.UNO 6. WELDING OF REINFORCING STEEL SHALL. CONFORM TO AWS DI.4 USING PROPER LOW HYDROGEN ELECTRODES. TACK WELDING TO REBAR IS STRICTLY PROHIBITED. SEE REBAR WELDING NOTE. 7. REINFORCING STEEL SHALL SE DETAILED, FABRICATED AND INSTALLED ACCORDING TO "MANUAL OP STANDARD PRACTICE OF REINFORCED CONCRETE CONSTRUCTION" BY THE CONCRETE REINFORCING STEEL INSTITUTE (CR51). 8. WIRE FABRIC SHALL CONFORM TO ASTM A -I85. 4. DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO THE FACE OF MAIN BARS AND DENOTE CLEAR COVERAGE. CONCRETE COVERAGE SHALL BE AS FOLLOWS, IMO ON DRAWINGS: CONCRETE DEPOSITED DIRECTLY AGAINST GROUND (EXCEPT SLABS)..3" CONCRETE EXPOSED TO GROUND BUT PLACED IN FORMS 2" SLABS (ON GROUND) POSITION IN CENTER OF SLAB 10. ALL BARS SHALL HAVE A CLASS B MINIMUM SPLICE LAP UNO. SEE TABLE "REINFORCEMENT LAP SPLICES" ON THIS SHEET. II. GENERAL: A) NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE SLABS OR WALLS UNLESS SPECIFICALLY DETAILED. B) REFER TO ARCHITECTURAL, STRUCTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR ALL MOULDS, GROOVES, ORNAMENTS, CLIPS AND GROUNDS TO BE CAST IN CONCRETE. 12. CONSTRUCTION JOINTS SHALL BE MADE ROUGH AND ALL LAITANCE REMOVED FROM THE SURFACE. CONCRETE MAY SE ROUGHENED BY CHIPPING THE ENTIRE SURFACE, SANDBLASTING OR HOSING THE SURFACE 4 TO 6 HOURS AFTER THE POUR WITH A FINE SPRAY. IS. REMOVE ALL DEBRIS FROM THE FORMS BEFORE PLACING ANY CONCRETE. 14. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETG.TO BE EMBEDDED IN CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE. OBTAIN APPROVAL OF ALL AFFECTED TRADES PRIOR TO PLACING CONCRETE. IS. MAXIMUM FREE FALL OF CONCRETE SHALL BE 4' -O ". 16. WALLS SHALL BE PLACED IN HORIZONTAL LAYERS OF 2' -O" MAX DEPTH. IT NO WOOD SPREADERS ALLOWED. NO WOOD STAKES ALLOWED IN AREAS TO BE COVERED W/ CONC. IS. DRILL THROUGH STEEL COLUMNS AND BEAMS TO PASS CONTINUOUS REINFORCING. (I" DIA MAX) 14. CONCRETE MIX DESIGN SHALL BE PREPARED PER IBC CHAPTER I4 AND APPROVED BY THE STRUCTURAL ENGINEER. 20. WELDED WIRE FABRIC SHALL BE LAP SPLICED TWO SQUARES MIN. EACH DIRECTION. 21. NOTIFY THE STRUCTURAL ENGINEER 45 HOURS PRIOR TO PLACING CONCRETE. 22. CONTRACTOR TO SUBMIT PROPOSED CONTROL AND CONSTRUCTION JT LOCATION TO STRUCTURAL ENGINEER PRIOR TO CONCRETE POUR. SPACING SHALL BE BETWEEN 24 AND SO TIMES THE SLAB THICKNESS MAXIMUM. GENERAL NOTES: I. CONSTRUCTION SHALL CONFORM TO THE 2006 INTERNATIONAL BUILDING CODE, IBC. 2. NOTES AND DETAILS ON TYPICAL SHEETS SHALL APPLY UNLESS OTHERWISE SHOWN OR NOTED ON PLANS. 3. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME NATURE AS SHOWN FOR A SIMILAR CONDITION. 4. PRIOR TO FABRICATION, SHOP DRAWINGS, SHALL BE SUBMITTED FOR REVIEW BY THE STRUCTURAL ENGINEER ON ALL STRUCTURAL STEEL, REINFORCING STEEL, STAIRS, GLUE - LAMINATED BEAMS, CONCRETE MIX PROPORTIONS. SHOP DRAWINGS: SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS AND THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH AND INSTALL AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS INTENDED FOR USE. 5. SAFETY NOTE: A) IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA, LATEST EDITION, AND ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. B) THE ARCHITECT, STRUCTURAL ENGINEER, AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. C) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS AND SHORING REQUIRED. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC. ON THE JOB. 1. CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT DRAWINGS OR DOCUMENTS. CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE BUILDING THAT IS IN CONFLICT UNTIL SAID CONFLICT 15 RESOLVED WITH THE AFFECTED PARTIES. IF NOT RESOLVED PRIOR TO BID, THE MOST STRINGENT CONDITION WILL APPLY. 8. REVIEW OF FIRE SPRINKLER SHOP DRAWINGS, CALCULATIONS AND THE FOLLOW -UP CERTIFICATION LETTER REQUIRED BY THE FIRE MARSHALL IS NOT INCLUDED IN THE SERVICES OF THE STRUCTURAL ENGINEER OF RECORD. THE COST OF THIS REVIEW WILL BE CHARGED TO THE SUBCONTRACTOR RESPONSIBLE FOR THE DESIGN. THIS FEE MUST BE RECEIVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO THE COMPLETION OF THIS TASK. DES I GN LOAr75 : CODE: 2006 INTERNATIONAL BUILDING CODE (113C) LIVE LOADS: FLOOR 100.0 PSF (REDUCIBLE) SEISMIC: BASIC SEISMIC FORCE RESISTING SYSTEM TYPE: DESCRIPTION: GLASS WALL SEISMIC IMPORTANCE SITE FACTOR 6 CLASS 1 1.00 ❑ 1.25 ❑ 1.50 MAPPED MAXIMUM CONSIDERED SPECTRAL RESPONSE ACCELERATIONS: Ss= 1.421 51= .488 DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS: Sin= .45I Sol = .442 ANALYSIS PROCEDURE: ❑ A 0 ❑ C ® D ❑ E ❑ F EQUIVALENT LATERAL FORCE PROCEDURE PER 12.8 -ASGE 1-05 R COD REVIEWED �� � 140 2008 SEISMIC OCCUPANCY SEISMIC DESIGN CATEGORY CATEGORY ❑ GROUP I ® GROUP II ❑ GROUP III ❑ GROUP IV - City Of TuOila BUILDING DIVISION BUILDING LOCATION: LATITUDE: 41.454251 °N LONGITUDE: 1222561084 °V4 ❑ A DESIGN BASE V= Gs W 5HEAR SEISMIC RESPONSE COEFFICIENT Cs= RESPONSE MODIFICATION FACTOR R= SYSTEM OVER STRENGTH FACTOR 00- DEFLECTION AMPLIFICATION FACTOR Gel= Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: POINT 2 81WJG1U AL MEEK NC. 8701 BUSS DR SUITE 100 SACRAMENTO, CA. 95820 (916) -452 -8200 (916)- 462 -8212 (FAX) PROJECT OAKLEY SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION 04/18/08 Permit! Bid! LL Review Set This document contains information proprietary to Valeria Architects and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valeria Architects, TYPICAL NOTES 04/26/08 04/04/08 AS SHOWN 2008 -059 MEB n u 0 1 11 0 El El I. —II 0 0 (E) Alax40 ABOVE 3/8" BENT I' -O" PLATE Et fiESEEEEill 4 \)Di R ieNNED fOR CO AS APP PLC OS �� ��ED S Mpy 5'10 BODING DIVISION b APR 3 0 2000 ?ERM1T CENT-t', POINT STRUCTURAL a1G 11o. 8701131.128688 DR SUITE 100 SACRAMENTO, CA. 95820 (918)- 452 -8200 (916)-452-8212 (FAX) PROJECT OAKLEY SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION 04/18/08 Permit/ Bid! LL Review Set This document contains information proprietary to Valerio Architects and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valerio Architects. Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: FOUNDATION PLAN 04/26/08 04/04/08 AS SHOWN 2008 -059 MEB CLEAR TEMPERED GLASS PANEL SEE ELEVATION BRUSHED STAINLESS STEEL GAP PER MANUFACTURER FLOORING BENT PLATE TO BASE PLATE • • 0 • I = I - 0 " 054pET004 y • . • v • W4"4 EPDXY ANCHOR SEE 11/2" STAND -OFF STAINLESS STEEL 5 /5"cP MACHINED NUT W/ STAINLESS STEEL WASHER 4 3 I/4 "x5 /5" GALV ROD TO 55 GAP W10x COL PER PLAN CONT 3/5" BENT PLATE 'U' STIFFENER PLATE @ COLS $ 45" OG 5/8" CONT BASE PLATE • 4 .4 L p L P 6 r 1 1 • y,: CLEAR TEMPERED GLASS PANEL SEE ELEVATION BRUSHED STAINLESS STEEL CAP PER MANUFACTURER I /2 "" = I'-O" o5ari -Evool 1/2 " = 1' -0" o54ELEV0o1 I " 4. •4 y � LVATION � ELEVATION 3 .O r N r7FTAIL = I'_0" o54D> =TOGS • 4 . L p L P L A• J 1 1 1 1/2" STAND -OFF STAINLESS STEEL 3/5"4) MACHINED NUT W/ STAINLESS STEEL WASHER 3 I/4 "x5 /5" GALV ROD TO SS CAP Wx COL PER PLAN • 4 . • TO 1. BRUSHED STAINLESS STEEL CAP PER MANUFACTURER CLEAR TEMPERED GLASS PANEL SEE ELEVATION 1/4 DETAIL I d 0540E7002 1/4" FULLY TEMPERED O\ .060 PVB O\ 3/6" FULLY TEMPERED GLASS PANELS TYPICAL HS55x BRACE TYP OF 4 I 1/2" STAND -OFF STAINLESS STEEL 5/5" MACHINED NUT NV STAINLESS STEEL WASHER 4 3 I /4 "x5 /S" SALV ROD TO S5 CAP BENT PLATE: 5 "xIO "x3/5" THICK CONT ALONG TOP OF STOREFRONT Wx COL PER PLAN • 4 (E) 4" MTL - STUD SOFFIT FRAMING (N) 4" MTL STUD SOFFIT FRAM' N6 ?'tvdt d.rthd *me ClivamawIf_ a ivnna,� 1 wojto(ib � 5��orkd eve aA,� i ,�d�s. dtVA5 � chi ova : 41ite, NOAH rnuvt �15 cw 6 e �1�'► 2N -� . -flA. ( IOW 1.13.C• n DETAIL 5 � �y .0 1/2" THICK x It SO PLATE I" = I' -0" 05cIDET00I 1/4 4 bx3xl/4" EA SIDE OF HSSx 3 : -0 " RIFY 55.0 MTL STUD FRAMING NOT SHOWN FOR CLARITY (N) H553x3x1/4" /- (N) 4" MTL ! STUD SEE ARCHL FRAMING O PTAI L NTS 3" GONG 0/ MTL DECK 5/8"4) EXP ANCH SEE REVIEW FOR CODE COMPLIANCE APPROVED MAY 1 5 2008 F.F. O " City Of Tukwila BUILDING DIVISION ASR 3 1 1" yagMi C°' POINT 2 S UCTURAL I] GNEEAS, NC" 3701 BUSINESS DR SUITE 100 SACRAMENTO, CA. 95820 (918)-462 -8200 (916 )-462 -8212 (FAX? PROJECT OAKLEY SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION 04/18/08 Permit/ Bid/ LL Review Set This document contains information proprietary to Valero Architects and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valeria Architects, SECTIONS, ELEVATIONS & DETAILS Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 04/26/08 04/04/08 AS SHOWN 2008-059 MEB I L 5 3/8" STIFFENER PLATE, TYP �� T I ....� r II T I Ir II ....•� ` II "`II T II II 1 .. 1 A I'-6" �Q.. 1',,,e r • • 2' -0" d. A• 2' -0" . '•A I r - 1 •.'� /1 II '' 2L0H • 5 . . . • �' !Le ••• •4 • 1 1_ 6 11 • •• 21,,,0r: �•� Ay • I' -0" 1,I' -0" r1 T : ;: Tr T i :�• 21 -0" 2'_O" I'_6" 1' -6" �..-.. 1' -0" 4. ` f CLEAR TEMPERED GLASS PANEL SEE ELEVATION BRUSHED STAINLESS STEEL GAP PER MANUFACTURER FLOORING BENT PLATE TO BASE PLATE • • 0 • I = I - 0 " 054pET004 y • . • v • W4"4 EPDXY ANCHOR SEE 11/2" STAND -OFF STAINLESS STEEL 5 /5"cP MACHINED NUT W/ STAINLESS STEEL WASHER 4 3 I/4 "x5 /5" GALV ROD TO 55 GAP W10x COL PER PLAN CONT 3/5" BENT PLATE 'U' STIFFENER PLATE @ COLS $ 45" OG 5/8" CONT BASE PLATE • 4 .4 L p L P 6 r 1 1 • y,: CLEAR TEMPERED GLASS PANEL SEE ELEVATION BRUSHED STAINLESS STEEL CAP PER MANUFACTURER I /2 "" = I'-O" o5ari -Evool 1/2 " = 1' -0" o54ELEV0o1 I " 4. •4 y � LVATION � ELEVATION 3 .O r N r7FTAIL = I'_0" o54D> =TOGS • 4 . L p L P L A• J 1 1 1 1/2" STAND -OFF STAINLESS STEEL 3/5"4) MACHINED NUT W/ STAINLESS STEEL WASHER 3 I/4 "x5 /5" GALV ROD TO SS CAP Wx COL PER PLAN • 4 . • TO 1. BRUSHED STAINLESS STEEL CAP PER MANUFACTURER CLEAR TEMPERED GLASS PANEL SEE ELEVATION 1/4 DETAIL I d 0540E7002 1/4" FULLY TEMPERED O\ .060 PVB O\ 3/6" FULLY TEMPERED GLASS PANELS TYPICAL HS55x BRACE TYP OF 4 I 1/2" STAND -OFF STAINLESS STEEL 5/5" MACHINED NUT NV STAINLESS STEEL WASHER 4 3 I /4 "x5 /S" SALV ROD TO S5 CAP BENT PLATE: 5 "xIO "x3/5" THICK CONT ALONG TOP OF STOREFRONT Wx COL PER PLAN • 4 (E) 4" MTL - STUD SOFFIT FRAMING (N) 4" MTL STUD SOFFIT FRAM' N6 ?'tvdt d.rthd *me ClivamawIf_ a ivnna,� 1 wojto(ib � 5��orkd eve aA,� i ,�d�s. dtVA5 � chi ova : 41ite, NOAH rnuvt �15 cw 6 e �1�'► 2N -� . -flA. ( IOW 1.13.C• n DETAIL 5 � �y .0 1/2" THICK x It SO PLATE I" = I' -0" 05cIDET00I 1/4 4 bx3xl/4" EA SIDE OF HSSx 3 : -0 " RIFY 55.0 MTL STUD FRAMING NOT SHOWN FOR CLARITY (N) H553x3x1/4" /- (N) 4" MTL ! STUD SEE ARCHL FRAMING O PTAI L NTS 3" GONG 0/ MTL DECK 5/8"4) EXP ANCH SEE REVIEW FOR CODE COMPLIANCE APPROVED MAY 1 5 2008 F.F. O " City Of Tukwila BUILDING DIVISION ASR 3 1 1" yagMi C°' POINT 2 S UCTURAL I] GNEEAS, NC" 3701 BUSINESS DR SUITE 100 SACRAMENTO, CA. 95820 (918)-462 -8200 (916 )-462 -8212 (FAX? PROJECT OAKLEY SOUTHCENTER SEATTLE 556 SOUTHCENTER MALL TUKWILA, WA 98188 A Date DESCRIPTION 04/18/08 Permit/ Bid/ LL Review Set This document contains information proprietary to Valero Architects and is furnished in confidence for the limited perupose of evaluation, bidding or review. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of Valeria Architects, SECTIONS, ELEVATIONS & DETAILS Date Modified: Date Created: Scale: Project No.: Drawn By: CAD File: 04/26/08 04/04/08 AS SHOWN 2008-059 MEB