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Permit D08-172 - WESTFIELD SOUTHCENTER MALL - SERENITY NAIL & SPA - IMPROVEMENT
SERENITY NAIL & SPA 1139 SO UTH CENTER MALL D08 -172 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 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 -172 Occupant /Tenant: SERENITY NAIL & SPA Building Address: 1139 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 Use: BUSINESS Occupancy Group /Division: B Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 47 THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 1139 SOUTHCENTER MALL TUKW Suite No: 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 Tenant: Name: SERENITY NAIL & SPA Address: 1139 SOUTHCENTER MALL , TUKWILA WA Contact Person: Name: KEITH SMITH Address: 1725 WESTLAKE AVE N SUITE 210 , SEATTLE WA 98109 Phone: 206 - 713 -4076 Contractor: Name: ADEK CONSTRUCTION COMPANY Address: 23423 14TH AVE S , DES MOINES WA 98198 Phone: 206 - 412 -1475 Contractor License No: ADEKCCC953N9 doc: IBC -10/06 CityllIf Tukwila • DEVELOPMENT PERMIT * * continued on next page ** Permit Number: D08 - 172 Issue Date: 06/02/2008 Permit Expires On: 11/29/2008 Expiration Date: 08/29/2009 DESCRIPTION OF WORK: LANDLORD WORK FOR FUTURE RETAIL TENANT, NEW FINISHES, CEILING, FLOOR, MECHANICAL/ELECTRICAL /PLUMBING Value of Construction: $80,000.00 Fees Collected: $1,814.55 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0008 D08 -172 Printed: 06-02 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: doc: IBC -10/06 City o•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 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: Water Meter: N LaL. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perform of work. I . authorized to sign and obtain this development permit. Signature: �/1 �L _ /��/ � � Date Print Name: ;i 4 Permit Number: DO8 -172 Issue Date: 06/02/2008 Permit Expires On: 11/29/2008 Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -172 Printed: 06 -02 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: SERENITY NAIL & SPA 1: ***BUILDING 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 1139 SOUTHCENTER MALL TURIN' PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -172 ISSUED 04/07/2008 06/02/2008 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'lkwila 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 13: Manufacturers installation instructions shall be available on the job site at the time of inspection. 14: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 15: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the doc: Cond -10/06 D08 -172 Printed: 07 -10 -2008 19: ** *FIRE DEPARTMENT CONDITIONS * ** 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 International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: 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) 22: 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 mm). (IFC 906.7 and IFC 906.9) 23: 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) 24: 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) 25: 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) 26: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 27: 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) 28: 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) doc: Cond -10/06 D08 -172 Printed: 07 -10 -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: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 30: 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) 31: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IF'C 1013.4) 32: 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) 33: Sprinlders 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) 34: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 35: 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. 36: 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) 37: 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) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206 -431 -3670) is required for this project. 39: 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. 40: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 41: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 42: 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 -172 Printed: 07 -10 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: (QUA / 0 6— n.-tA s Date: a 7— 1 or doc: Cond -10/06 D08 -172 Printed: 07 -10 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 1139 SOUTHCENTER MALL TUKW SERENITY NAIL & SPA 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -172 ISSUED 04/07/2008 06/02/2008 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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: 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. 7: 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. 8: 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. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the doc: Cond -10/06 D08 -172 Printed: 06-02 -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 Building Official from requiring the correction of errors in the construction documents and other data. 16: ** *FIRE DEPARTMENT CONDITIONS * ** 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: 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) 19: 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 mm). (IFC 906.7 and IFC 906.9) 20: 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) 21: 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) 22: 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) 23: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 24: 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) 25: 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) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: 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) 28: 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) 29: 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) 30: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate doc: Cond -10/06 D08 -172 Printed: 06 -02 -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 flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) doc: Cond -10/06 * *continued on next page ** 31: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 32: 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. 33: 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) 34: 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) 35: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 36: 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. 37: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. D08 -172 Printed: 06 -02 -2008 Signature: Print Name: • 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 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 construction or the performance of work. /a/4 hAie1 doc: Cond -10/06 D08 -172 Date: ordinances governing or local laws regulating Printed: 06-02 -2008 SITE LOCATIOI Site Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hup://wwwci.tukwila.wa.us Q /�j/ King Co Assessor's Tax No.: (412 (412 L I )--0 - 0001 f/ $ i T cit Ti cenkv M U Suite Number: (41, Floor: ( r << ' it I =1M WallraMnih Tenant Name: p /,,/ Property Owners Name: G (€"U Mailing Address: 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 ** CONTACT PERS w o do we confe when y ur permit is ready to be issued v / A Name: Mailing Address: /A^ 'A^ ry �f,, 4 E -Mail Address: 4 b - fl'i t & S (7 Cad!' GENERAL CONTRACTOR INFORMATI (ContractorInformation for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Contact Person: E -Mail Address: Q:Wpplications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised 9 -2006 bh Building Permit No. Mechanical Permit l` Plumbing/Gas Perm 'Public Works Permi Project;No Day Telephone: - W0 City Fax Number: New Tenant: X' Yes CI ..No State t 199 a 444 Mailing Address: City Day Telephone: Fax Number: Expiration Date: State State '3 Zip ARCHITECT OF RECO l .plans must be wet stamped by 'Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: 911 cT <d I t/ City Day Telephone: Fax Number: Zip ENGINEER OF REC r a la m e ust b wet stamped t y Engineer of Record Mailing Address: Zip City Day Telephone: Fax Number: Page 1 of 6 ,H J ' eR w h 7.`C}' A PR .r. .?1e;J,+�.: t' °�.�',t'. f �, , ... t�, .. {4 • ,tr A t - `? • .� -.A., tabu s 6P�Sh'�q;.ia.. ^ s� a .!4 s. M..±t '1C � a ;� 1 '.'�xtstm , g ' j ..�v,�ar Ar • n .f! , � b 4 '+ y` .1 1��+,'' e a SI Inteno 'sSwPF"'. _ � p '! Addition to.' a ° a . ,4 , r Extshng � tStn c'ture rte' i !',.++�w;+' , t , : i ' 1; , � "1 .� � _ t. " l '' xNewt ' .. � J,.mxhs tia � , 3 . .« y; �. tYPeofa j; tfConstmcuon. - ;� a I 1C-11, p�. �$`� #GS ►%Mf,: ' +..- 7 } , , f 3 TYP f+�ki i hOccupancV &' e• x :� lBC � l nd Floor t *LP,i t. } M♦` ^'kYy RfiF'Ai'+� 419ors ? tlini Fir.: Y � "' ' r`.iiL' } rN 2 6E8 . 1 Basemen rtti t ' "" Accessory Strectuie r sit . ; rAt ached "Cara ._ . , '� p Deta"' lie a l., y '' ie fAch • ttaed C&Tott - � Detached'Garport „, ",: FCiiveedbeck ' , ' 9 }SgA Un e +Deck_, %, t, a • Valuation of Project (contractor's bid price): $ _ d4' 1. ' �' �I � t om / t Scope of Wo k(ple• e prove detailed i'formation): Existing Building Valu. ion: $ t t , lvM0111 3 Will there be new rack storage? ❑ Yes K No If yes, a separate permit and plan submittal will be required. x . a , T , •a£ . 7' '.& . Y tt l,�+ + erv.t is row e ;Build Squ Footage . ysta���)j i -ryn t ' aj t; .. 1 2, 6 .3e�T1'._ °�. - u!`a .te! h ''g A P.= a'n..v.'..r..T. 47C>4Zi «..aYi ai a'�1'YYI PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling ovide the following: Lot Area (sq ft): p — 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: Will there be a change in use? ❑ Yes Compact: Handicap: No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materia in the building? ❑ Yes ❑ No If "yes ; attach list of materials and storage locations on a separate 8 - 1/2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:UpplicationsWorms- Applications On Line13 -2006 • Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 ncesaa c +�+ :�a -. -�: Ms+ v 'Yr•'�4' � � — r a;r =.�•�t w4R'�'�YP+ ri lP�1 I, C WO' [tKSl i T Idg 206-433 -0179 t�` �: 4- a; i11 "'S " "reins t Cr. • ,� y t`:,.. ,(2 *li t:T • try, 5 b d • ° dSn , .t'oe•V:41.4. j ._ �wi�m •r:*;iCi¢.1..'• ?i'tYd�dS '+o< 00.a. ':ki.kii�r'.:.2Y.:�'4dC.' ❑ ...Total Cut ❑ ...Total Fill Scope of Work (please provide d ile,�l information): Serer District • .Tukwila ❑ ...Sewer Use Certificate cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public If Q: Applicatimu\Fonns- Applications On r.ineU -2006 - Permit Application.doe Revised: 9 -2006 bh Water District Tukwila ❑ ... Water District #125 ❑ ...Water Availability Provided Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right-of-way ff Call before you Dig: 1- 800 - 424 -5555 ..... , . - K'WP ,Le' a: w:.. 'Ile +� + -.ro A$""1N•- 47.`CP w- �tRta" "FM"l *"WVs "o.►+�+xp � '. 1 Fti'rNeS Yk1 - ;; • i ` Pleas refer to Public *Worris;Bulletm # for fees Ala .74; sheet:;• F„,.',� ❑ .. Highline ❑ ... ValVue ❑ .. Renton 0... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line WO # WO # WO # Private Private ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Deduct Water Meter Size ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Page 3 of 6 ; Unit Thiel' ":';.`•'': . • Qty: '.UnifrType: ': • ''•'"•.' •` Qty •. "..Unit Type:''•:# R :Qty ' .' 'Boiler /Comp'res'sor: ?'.':"tii; `Qty;'. Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0-3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct / Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP/1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical 1p a Qj// u (, �e ,�• t _ Air Handling Unit <10,000 CFM Incinerator — Comm/Ind i ,.....v �' ..— ..`- 'sac.°- - ""sr -.�w +wwrr:. .'. "a.:..„..4,„ ,. MEC t.' CM' } 4RERMITa'IlV F ORMAtiTION L 106=31 367 MECHANICAL CONTRA TOR INFORMATION Company Name: Fuel Type: Electric Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 0 Scope of Work asede ietat' information): Ls Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New ...g Replacement .... ❑ Q:WppbcanonsIFonns- Apphcanons On l.ineN3 -2006 - Permit Appbcanon.doc Revised 9-2006 bh State Zip , 6911/n94 (ever Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Page 4 of 6 1E lifii e,.Ty► pe:KE_iC4..: Q47,12 i ,nature Type_ .;: _ , ..J IffitiV : F,txturelType: : s Qh'- i ZaxiiiiMiiiits7N7. y `'." , a, . y Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste ( Clothes washer, domestic Floor drain ( Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory ( Water Closet / I Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent ( Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping l Medical gas piping system serving one to five inlets/outlets for specific gas P: TIU VIB_IN S PIPIN BERNIIT Il FO TON 20 46- 31 ail() �' L z<1ae t t r =X w . • i s s!2 r� Y l e�.silS `.• _. ?: �aco-w� : t °1?43'. ti PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ 2-5 OV () Valuation of Gas Piping work (contractor's bid price): $ • - /e/ Scope Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: r'v 110 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: State Zip Sewer: Q:\ Appliemions\Fmms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 5 of 6 Signature: °xW" n ^.- r+.�a -K fiver+ s � 5 "_ ;k +�Tt i Gy''1"rsx� ',;`s:`a2�"tW�`�'.{ R1VIIT A RETErAtTiO�.1r$ S Tt liiaii113 !al6' i"ts>s in.th�s ;application: ida3 ��i,", 'r v � � 7 R • fl {' "R ��' Pl'q* �q .w C � s :.,., r_r.� , � - n zi .a., ..:.'.tuh mG�L i:.'s+l �'3C ..+ g n R r: 5� a..,._i. _ a ^ , R 7 W s 'c',� i 3:1 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 dale of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE W\ L Day T ephone: L Print Name: Mailing Address: Date Application Accepted: RIZED AGENT: Date Application Expires: & Q:\ Applications \Fonns- Apphcanons On LmeU -2006 - Permit Applicanon.doc Revised: 9-2006 bh Date: qe State Staff Initials: 1/(44 I Page 6 of 6 Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 -02515 Initials: User ID: Payee: SERENITY NAIL & SPA JEM 1165 ADEK CONSTRUCTION Payment Cash 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 6364200010 1139 SOUTHCENTER MALL TUKW TRANSACTION LIST: Type Method Descriptio PLAN CHECK - NONRES 000/345.830 ACCOUNT ITEM LIST: Description Account Code RECEIPT Amount 60.00 Current Pmts 60.00 Total: $60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 D08 -172 ISSUED 04/07/2008 06/02/2008 Payment Date: 07/10/2008 03:33 PM Balance: $0.00 4728 07/11 9711 TOTAL 60.00 doc: Receiot -06 Printed: 07 -10 -2008 Parcel No.: 6364200010 Permit Number: D08 -172 Address: 1139 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 04/07/2008 Applicant: SERENITY NAIL & SPA Issue Date: Receipt No.: R08 - 01051 Initials: WER User ID: 1655 Payee: SERENITY NAIL & SPA 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:/lwww.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 4000 1,814.55 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Total: $1,814.55 Payment Amount: $1,814.55 Payment Date: 04/07/2008 09:42 AM Balance: $0.00 1,097.00 713.05 4.50 / � 711 TJTAL 3. .. .. �i.0 .64.3G doc: Receipt -06 Printed: 04 -07 -2008 Project: Project,. lre %i 5p 4--- Inspection: Type of Inspection: , igi v Address: 9 /3q �/ Called: Date Ca Special Instructions: Date Wanted: 7/2, 0? a.m. p.m. Requester: Phone No: INSPECTION NO. %Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 8 - 172 PERMIT NO. V CITY OF TUKWILA BUILDING DIVISION v : 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -347 Corrections required prior to approval. �f COMMENTS: Inspector: 0. A____ - $60. EINSPECTION FEE REQUIRED. 6 300 Southcenter Blvd., Suite Date: 745/or IRED. Prior to inspection, fee must be uite 100. Call to schedule reinspection. 1 Receipt No.: 'Date: ire -1 •....in...em,vaa._ d. _ M _.twr - W.1.1Va - "yianaa' -ss._ Project: E ms l eP iJ I - r -, --( M A Type of Inspection: t L 1 N ogb ‘k-. Address: 11?a r1 -I Date Called: Special Instructions: Date Wanted: �1 7- Z3 -Q' � @ m P.m. Requester: Phone No: 2t - 1 L ; I, INSPECTION RECORD Retain a copy with permit ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPE Dom - '7a Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Date: 74 A, ❑ $60.00 13 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IDate: Project: $ fiPl: Jy ;IS Type of Inspection: IWO Address: 11361 H'' Date Called: Special Instructions: Date Wanted: f/ 7-1398 a.m. p.m. Requester: let K Phone No: 20(® ilia l97S INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. !Q COMMENTS: /2W— Inspector: 'Date: P4- Oa oK $60.00r INSPECTION REQUIRCb. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: PERMIT NO. Y., (206)431 -3670 Pro Type of Inspection: A' \ e l i a (f Date Called: Special Instructions: Date Wanted: a.m. Requester: P .3l� ' -4 1 Z — I (7 5 INSPECTION NO. INSPECTION RECORD Retain a copy with permit D08 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: R/ _ Date: 7 /) El $60.00 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: \ ' . I COMMENTS: 24 0 To (,ov1i vl;o/ sp4rac on 5Q MA S.'giL of "fit ac //....? s 1 7119// Date Called: Special Instructions: Date Wanted: (/ �—Z5 . — p.m. Requester: Phone No ( 6 - 4 7 /x) y 76. 5 - i Proje r f A i /, / 44 9 , ;/ c ijf Inspec_[i�op � � N. //....? s 1 7119// Date Called: Special Instructions: Date Wanted: (/ �—Z5 . — p.m. Requester: Phone No ( 6 - 4 7 /x) y 76. 5 - INSPECTION RECORD Retain a copy with permit Ddg PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 INSPECTION NO. Approved per applicable codes. Il Corrections required prior to approval. Inspector: Date: (o— 2 El $60.00 SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: yt • Project: e ! A fig 5e /AJ%/ /V Type of Inspection: P , ,7 J Address: n74 Dae Called: Special Instructions: . Date Wanted: 62-" 3 _C15 6.rn;. p.m. Requester: Phone No zck -y / Z -/c /7S INSPECTION Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: p/ 2. Ala; ,n a. , e.. f 1t1 cV in.1 Date 6/Z'345 ❑ $60.081 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: TM 1 ( '4 (4 o!c 9,";$,..1) VA /IS pt -eVey f V 5 fl4• C 5 L % c;04 € 1d neat- or ti' /- 1✓aI / 4 (0,-ie ek+,ii,Q,, ate Called: 5.,re 9 1 1 No4- 5 4./i,,,, Sppe Instructions: - Date Wanted: — /-3 ' a.m. Requester: Phone No ...o- f/Z / . • Project: N........ ape of Inspection: Ad ciciallI M 77( ate Called: Sppe Instructions: - Date Wanted: — /-3 ' a.m. Requester: Phone No ...o- f/Z / . a 1 i \ INSPECTION RECORD Retain a copy with permit 1 /7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. U Corrections required prior to approval. Inspector: Date: /- El $60.10 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: I / f ✓J 6 �7N t 1 44 A0 ytl f £Ad fl� t '✓+Dart... $ r,„ C,rcrr le_ 4 t' IA '►A A ll 43 A I t Ali (lf ;bi / A v. Pf Pik— .'S1 L,.L 11$ y ft. t, Ilyt t kil I i - S;^ r r' 6 n If de ^ C.sr-6. a®rit sh >iN X 130 to r az vvi sp e 4 Os Cg k 4 k S 'I€ of ,si cc._ Phone 3 -2d -0 I Gy Prot _ v . . „ ,1/4.1 4 c i i , 1 A; 1 c i g oilns ioe - 8 , . . , F . - f I d A I t Date Called: Special Instructions: Date ant — ,rt 1 CJ Requester: Phone 3 -2d -0 I Gy 1 666 1-- 12— INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ® Approved per applicable codes. Corrections required prior to approval. If Inspector: _ Date: $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: Project: .ra1.tar r r 44 S e4 Type of Inspection: --SPe I wit.. / CutdAt _ Address: I/ Coed tau- Suite #: Contact Person: • Special Instructions: Phone No.: Hood & Duct: At Needs Shift Inspection: y Sprifiklers: Y Fire Alarm: Y t - Hood & Duct: At Monitor: ply„ fir q - `rag. f (o Pre - Fire: , J &J Pe'mits: Occupancy Type: M iYk"ae�1:;Y- 'Y.+a- ftitic ∎•• !C•!fi±�:'+s - -i ±'A :;TF.= M+'i.= 1L'+t'e�c •:••s: »•._;"y*+It MFN6 -. aY+�?- xi`:l,+v ti 7r J4+a'Xiii. "Zi.?'c'R.SRtY7 INSPECTION NUMBER Appr per applicable codes. INSPECTION RECORD Retain a copy with permit • CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 H PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Corrections required prior to approval. 1 COMMENTS: c a4 Art ..- ...4...r rrJ ..�. — p..tira.. r.....wun ....... t. r. ..�. • w • - , •....t.:: :. a: .a.r:.� . a rr. w_ o.os e ► i�.•o r: s',�+ +.s• r j ••�•.r -r r.... . 114 fs • I Date:4/24 o g Inspector: Hrs.: 1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department: Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: ., S -1 All 45 Type of Inspection: /6 -612,D cold Address: 113 e Suite #: 3 i C.. N ),4 'L C. Contact Pe o n: Special Instructions: Permits: , Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & D uct: Monitor: Pre -Fire: Permits: , Occupancy Type: r ei4Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT S-- G ? 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. COMMENTS: / boo okfry -' ui 51, 413) I13o Inspector: Date: y 8 Hrs.: c 2, NYE \ the City Tukwila Finance Department. Call to schedule a reinspection. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from Word /Inspection Record Form:Doc 1/13/06 T:F:D: Form FR 113 Project: Sprinklers: ro, Hood & Duct: Type of Inspection: Address /) 3 9 Suite #: s .c.... . &A lov t. 4.. ^ Contact Person: Spedal Instructions: Phone .. Needs Shift Inspection: Sprinklers: Are Alarm: _ , . Hood & Duct: Monitor: Pre -Fire: Permits: - Occupancy Type: INSPECTION NUMBER Approved per applicable codes. INSPECIION RECORD Retain a copy with permit CITY OF TUKWIL.A FIRE DEPARTMENT Po 174- sOF - 5 ; PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 ri Corrections required prior to approval. COMMENTS: Inspector: • Date : . //L /0 g Hrs.: $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 T.F.D. Form F.P. 113 OTT OSENAU & ASSOCIATES 11 C. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 87960 Description: Epoxy Grouting (Rebar) Project: Address: Client: Inspector and Date Steven Delos 6/4/2008 CONSTRUCTION INSPECTION REPORT Serenity Nail & Spa 1139 Southcenter Mall, Tukwila Adek Construction Remarks Permit Number: Job Number: Client Address: REC 1 ED JUL 2 5 COMMUNITY EVELO � N PR B08 -172 08 -0396 23423 14 Avenue South, Des Monies Reference Westfield's shell and core drawings for electrical and plumbing in slab cut outs: o #4 dowels epoxy -grouted with a minimum embedment depth of 5" into %' diameter holes at 18" on center each way. Holes were drilled to a proper depth, brushed, and blown clear of debris, clean and dry. Simpson ET22 epoxy (expires 11/30/2009) was applied to the holes from the inside out and the #4 dowels were inserted until the adhesive squeezed out to the concrete surface. All above described work was performed in accordance with project plans and specifications. Conforms Copies to: X Client X Contractor Architect X Building Dept. Technical Responsibility: Engineer This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 -- Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -63 -01 (Rev 05/03) 1.. avid Ly Technical Director & Associates, Inc. Reproduction of this report, II rfa structural engineers STRUCTURAL CALCULATIONS RFA PROJECT NO.: 080404 -04 DATE: June 24, 2008 2013 4 Avenue SUITE 202 SEATTLE, WASHINGTON 98121 TELEPHONE: (206) 615 -9700 FAX: (206) 615 -7737 WEB SITE: www.rfaengineers.com Serenity Nails Westfield Center Tukwila, WA RECEIVED CITY OF TUKWILA JUN 2 6 2008 PERMIT CENTER F EXPIRES 9/17/ O 9 ;��VISION N REVIEWED FOR CODE COMPLIANCE APPROVED JUL 01 2008 ' City Of Tukwila ' ILD D ION address city state zip country latitude longitude decimal 47.460696 latitude 1633 southcenter 47° 27' 38.5056" -122° 15' 37.062" !seethe 1 - - -- longitude above values must be in decimal (wa J United States . eteitae dre , I Takes a while, be patient 1 i - L from ibegin latitude longitude decimal 47.460696 - 122.260295 (deg- min -sec 47° 27' 38.5056" -122° 15' 37.062" from google latitude I longitude decimal 47.465163 - 122.2691 deg- min -sec 47° 27' 54.5868" -122° 16' 8.76" Converting Addresses to /from Latitude/Longitude in One Step (Geocoding) Page 1 of 2 Converting Addresses to /from Latitude /Longitude in One Step Stephen P. Morse, San Francisco Ba tch, , d e Data presented here comes from the following websites: google. (all addresses) geocoder. (US addresses only) ibegin. (US and Canadian addresses only) locatienet. (European addresses only) terraserver. (US addresses only) yahoo. (US addresses only) geocoder failed to return a result yahoo failed to return a result from terraserver decimal deg -min -sec latitude 47.46069600 47° 27' 38.5056" longitude - 122.26029100 -122° 1.5' 37.0476" 633 Southcenter Mall, Tukwila, WA 98188 -2816 633 SOUTHCENTER MALL , SEATTLE, WA 98188 http:// stevemorse.org/jcal/latlon.php? cookie =& hidden = &doextra= &time = 1213815321397... 6/18/2008 Project Name = Serenity Nails Date = Wed Jun 18 11:58:29 PDT 2008 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.465 Longitude = - 122.269 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.441 (Ss, Site Class B) 1.0 0.494 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.465 Longitude = - 122.269 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.0 ,Fv = 1.506 Period Sa (sec) (g) 0.2 1.441 (SMs, Site Class D) 1.0 0.744 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.465 Longitude = - 122.269 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.506 Period Sa (sec) (g) 0.2 0.961 (SDs, Site Class D) 1.0 0.496 (SD1, Site Class D) • EmommEmsmssimamms........ MMEMMINIMMMOMEMEMEMMIMMEMMINIM MMINIMMEMMIMMEMEMMEMIMMEMMEM MEMMUMMEMMEMMEMMOMME MEM= mumplimmummimmum mom= minmOmmtimmommommimmomm IIMMEMEMMEMUMMEMMUMMEMEMME MEMEMEMEMMEMEMOMMEMMEMMEMMEM MIIIIMMINIMMEMEMMEMMEMMEMMINIMMM ........ . ... • rfa structural engineers SUBJECT PROJECT UAW Lo 4 13 Rev: 580002 User. KW-0600732, Ver5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description Serenity Nails B, 14. General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 II Steel Section : HSS4X4X1 /4 Center Span Left Cant. Right Cant Lu : Unbraced Length [Distributed Loads Note! Short Term Loads Are WIND Loads. #1 • DL 0.050 LL 0.050 ST Start Location End Location Summary Depth Web Thick Width Flange Thick Area Rt Center Defl. Left Cant Defl Right Cant Defl Using: HSS4X4X1 /4 section, Span = 13.00ft, Fy = 46.0ksi End Fixity = Pinned - Pinned, Lu = 0.00ft, LDF = 1.000 Actual Allowable Moment 2.354 k -ft 9.867 k -ft fb : Bending Stress 7.244 ksi 30.360 ksi fb / Fb 0.239: 1 Shear fv : Shear Stress fv / Fv [Force & Stress Summary « -- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Maximum Only A Center Cd) Center a Cants (ca Cants Max. M + 2.35 k -ft 1.30 Max. M - Max. M © Left Max. M @ Right Shear @ Left 0.72 k 0.40 0.72 Shear © Right 0.72 k 0.40 0.72 -0.317 in 0.000 in 0.000 in ...Query Defl © 0.000 ft Reaction @ Left 0.72 Reaction © Rt 0.72 Fa calc'd per Eq. E2 - 1, K *L/r < Cc 4.000 in 0.233 in 4.000 in 0.233 in 3.37 in2 0.000 in Values for LRFD Design.... J 12.800 in4 Cw 6.56 in6 13.00 ft 0.00 ft 0.00 ft 0.00 ft #2 0.724 k 0.389 ksi 0.021 : 1 -0.175 0.000 0.000 0.000 0.40 0.40 Steel Beam Design Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together #3 Weight Ixx lyy Sxx Syy R -xx R -yy Zx Zy 2.35 -0.317 0.000 0.000 0.000 #4 Title : Dsgnr: Description : Scope : 17.149 k 18.400 ksi 0.72 0.72 11.45 #/ft 7.800 in4 7.800 in4 3.900 in3 3.900 in3 1.520 in 1.520 in 4.690 in3 4.690 in3 -0.317 0.000 0.000 0.000 0.72 0.72 #5 Fy Load Duration Factor Elastic Modulus 0.000 0.000 0.000 0.000 #6 Beam OK Static Load Case Governs Stress Max. Deflection Length /DL Defl Length /(DL +LL Defl) Job # Date: 2:59PM, 20 JUN 08 46.00 ksi 1.00 29,000.0 ksi #7 k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k k/ft k/ft k/ft ft ft -0.317 in 893.7 : 1 492.7 : 1 Page 1 [Section Properties HSS4X4X1 /4 Rev: 580002 User. KW-0600732, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Steel Beam Design Page 1 Description Serenity Nails General Information Depth Web Thick Width Flange Thick Area Rt Steel Section : HSS2- 1/2X1- 1/2X1/4 Pinned - Pinned 15.00 ft Bm Wt. Added to Loads 0.00 ft LL & ST Act Together 0.00 ft 0.00 ft Center Span Left Cant. Right Cant Lu : Unbraced Length Distributed Loads Note! Short Term Loads Are WIND Loads. III DL LL ST Start Location End Location Summary #1 Shear fv : Shear Stress fv / Fv ...Query Defl @ 0.000 ft Reaction @ Left 0.34 Reaction @ Rt 0.34 Fa calc'd per Eq. E2 -1, K'L/r < Cc Section Properties HSS2- 1/2X1- 1/2X1/4 Values for LRFD Design.... J Cw 0.040 I 2.500 in Weight 0.233 in Ixx 1.500 in lyy 0.233 in Sxx 1.51 in2 Syy 0.750 in R -xx R -yy 1.100 in4 Zx Zy 1.29 in6 #2 #3 0.338 k 0.291 ksi 0.016 : 1 0.000 0.04 0.04 0.000 0.000 0.000 #4 Scope: Using: HSS2- 1/2X1 - 1/2X1/4 section, Span = 15.00ft, Fy = 46.0ksi End Fixity = Pinned- Pinned, Lu = 0.00ft, LDF = 1.000 Actual Allowable Moment 1.269 k -ft 2.080 k -ft fb : Bending Stress 18.529 ksi 30.360 ksi fb / Fb 0.610: 1 10.718 k 18.400 ksi Title : Dsgnr: Description : Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 II Fy 46.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi Force & Stress Summary «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only (ca Center A Center (d) Cants A Cants Max. M + 1.27 k -ft 0.14 1.27 k -ft Max. M - Max. M @ Left Max. M @ Right Shear @ Left 0.34 k 0.04 Shear @ Right 0.34 k 0.04 Center Defl. -1.721 in -0.196 Left Cant Defl 0.000 in 0.000 Right Cant Defl 0.000 in 0.000 5.13 #/ft 1.030 in4 0.449 in4 0.822 in3 0599' 3 1.110 in3 0.764 in3 0.34 0.34 -1.721 0.000 0.000 0.000 0.000 0.34 0.34 #5 Max. Deflection Length /DL Defl Length /(DL +LL Defl) 0.000 0.000 0.000 #6 Job # Date: 2:13PM, 23 JUN 08 0.000 0.000 in #7 k/ft k/ft k/ft ft ft Beam OK Short Term Load Case Governs Stress k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in k k -1.721 in - 920.3: 1 104.6 : 1 0.826 in 1 5 i ■ a-S tta 0.546 in 51. ev e_ Title : Dsgnr: Description : Scope : Job # Date: 2:25PM, 23 JUN 08 Rev: 580002 User: KW-0600732, Vet 5.8.0, 1-Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Steel Beam Design Page 1 Description Serenity Nails !General Information Steel Section : WT5X7.5 Center Span Left Cant. Right Cant Lu : Unbraced Length [oint Loads Dead Load Live Load Short Term Location Summary Shear fv : Shear Stress fv /Fv Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Reaction @ Left Reaction @ Rt # 1 -0.340 3.000 0.15 k 0.15 k 0.015 in 0.000 in 0.000 in 0.000 ft -0.15 -0.15 6.00 ft 0.00 ft 0.00 ft 0.00 ft Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together #2 #3 #4 #5 Using: WT5X7.5 section, Span = 6.00ft, Fy = 36.0ksi End Fixity = Pinned - Pinned, Lu = 0.00ft, LDF = 1.000 Actual Allowable Moment 0.476 k -ft 2.634 k -ft fb : Bending Stress 3.810 ksi 21.068 ksi fb / Fb 0.181 : 1 0.147 k 0.128 ksi 0.009 : 1 0.02 0.02 -0.001 0.000 0.000 0.000 0.02 0.02 0.000 0.000 0.000 0.000 16.560 k 14.400 ksi Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 II Fy Load Duration Factor Elastic Modulus Max. Deflection Length /DL Defl Length /(DL +LL Defl) 36.00 ksi 1.00 29,000.0 ksi Note! Short Term Loads Are WIND Loads. II #6 #7 ft Beam OK Short Term Load Case Governs Stress „Force & Stress Summary «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL • LL +ST Maximum Only (D Center e. Center a Cants Cants 0.48 k -ft 0.03 -0.48 0.15 0.15 . 0.015 0.000 0.000 0.000 -0.15 -0.15 Fa calc'd per Eq. E2 -1, K *Ur < Cc Tee Section, Major Axis Bending, Stem fails Table B5.1, Depth,Tw > 127/(Fy) ^.5, Appdx B Used Appdx B, Tee, Depth,Tw < 176/(Fy) ^.5 0.000 0.000 0.000 0.000 k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in 0.015 in 51,987.8 : 1 4,692.8 : 1 k k • Rev: 580002 User: KW-0600732, Ver 5.8.0, 1-Dec -2003 (c)1983-2003 ENERCALC Engineering Software Steel Beam Design Page 2 Description Serenity Nails Section Properties WT5X7.5 Depth Web Thick Width Flange Thick Area Ycg Dist. Values for LRFD Design.... J Cw 5.000 in Weight 0.230 in Ixx 4.000 in lyy 0.270 in Sxx 2.21 in2 Syy 1.370 in R -xx R -yy Title : Dsgnr: Description : Scope: 7.51 # /ft 5.450 in4 1.450 in4 1.500 in3 0.723 in3 1.570 in 0.810 in 0.052 in4 Zx 2.710 in3 0.05 in6 Zy 1.150 in3 K 0.570 in Job # Date: 2:25PM, 23 JUN 08 4' -5 3' -6' SUN J • 12' -8 34' 35' al STOREONT PLAN 4-em - lie.SECURE TO TOP OF MALL BULKHEAD CLAD LN METAL BREAK METAL CLADDING WITH PUSH 1IHRU ARCYLIC SIGNAGE INTERNALLY ILLU a { INTERIOR ELEVATION 1 f SCALE: 1/4' • 1 a STOREFRONT NEUTRAL PIER SCALE 1-1/2 • r-a J sairmenk MAIM 4' TS PORTAL 76/ T AM DOORS MU S PMtATE PERMT NEUTRAL PIER BY LL STOREFRONT CURTAIN VA L SYSTEM LEASE UNE 0' -6 .40.1S PORTAL ATTACHED TO SLAB CLAD ETAL MALL SPANDREL 3/4' BLK METAL REVEAL NEUTRAL PIER BY LL 1/2' TEMPERED GLASS STOREFRONT OVER CURTAIN WALL FRAMING SYSTEM GLASS TO BE BUTT JOINT V /STRUCTURAL SILICONE BY GLASS MANUF. SYSTEM C r r rfa SUBJECT structural engineers 1 i( PROJECT CLIENT RFA MO. 5 LF DESIGN DATE SHEET NO. rfa SUBJECT structural engineers it S PROJECT CLIENT DESIGN SHEET NO. RFA MO. DATE ■■ ■ ■N ■■ ■ ■ ■ ■■ ■ i ... En ...:_An. NMI= i , ■/ /v ■ ■ ■■■ ISMEZIWgh ■ ■ ■ ■ ■ ■N(I■ ■■■■■■I■I■I■■■■■ ■'= ZM■SI■3 ■ MOM / //I ■■■ QM . M M ■■ O� ■�1'- ■V ■■■ ■!i /■ ■■ ■ ■ ■ ■ ■ ■■■ EM _ i•I ■ ■Mi/Mu u■■■■■■ ■ E ■ ■111 ■ MENFA ■ MMEMP N ■ / /■■■ 2 ■� ■ ■ W O W = = M K = ■■■■■ iw ■ ■ ME NA REM ■■■■■ ■■ ■ ■ ■ ■� ■ ■ ■ � � ;u 1.0 -; OM�■ ■■■ ■ snail ; Il. uaRi �■■ M■uA!!,I■■ ■_ •- ■ ■ ■ ■■ 1, a� 1 ■ ■■■■ ■ N r sl v n■■ Cal C o ■■ ' � itir , y ; „,„ , -----1— Ns- --P ram m A N■ 11 ■ ■ ■ A „ , - 0 . qi.' rr . . ►fin s ",,6k am rfa SUBJECT structural engineers it S PROJECT CLIENT DESIGN SHEET NO. RFA MO. DATE rfa structural engineers SUBJECT s is ► - c - f QM Ls PROJECT CLIENT DESIGN RFA MO. DATE SHEET NO. Project Info Project Address 1139 Southcenter Mall Date 4/4/2008 Tukwila, WA 98188 For Building Department Use Applicant Name: Keith Smith Applicant Address: 1725 Westlake Ave. N, Suite 210 Applicant Phone: Seattle, WA 98109 PRJ -SUM Project Summary • 2006 Wallington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form moo$ 0 ,.. ' 1 , ,. `__.A r ..- r , }... F ' 1 RL�ikVVE® E . ' i CODE COMPLIANC AppRove Cdr Of Tukwila 'WIN01\ _. X08 - riz Revised July 2007 RECE VEV APR 07 2008 PERMIT CENTEb, Project Info Project Address 1 1 39 Southcenter mall D 4/4/2008 Tukwila, WA 98188 For Building Department Use 101 Applicant Name: Keith Smith Applicant Address: 1725 Westlake Ave. N, Suite 210 Applicant Phone: Seattle, WA 98109 Project Description 2010.0 ❑ New Building ❑ Addition ✓ Alteration ✓ Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft * Area in ft Allowed x Area 101 L1 - CANOPY MTD. LINEAR FLUORESCENT retail 1.50 1340.0 2010.0 12 - RECESSED FLUORESCENT 31 26.0 806.0 104 toilet 0.80 60.0 48.0 ".* From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 2058.0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 101 L1 - CANOPY MTD. LINEAR FLUORESCENT 12 96.0 1152.0 101 12 - RECESSED FLUORESCENT 31 26.0 806.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1958.0 Interior Lighting Summary 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage 2006 Washington State Nonresidential Energy Code Compliance Form LTG -INT Revised July 2007 Proposed Lighting Wattage Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations" 1.0 Cafeterias, fast food establishments', restaurants/bars 1.3 Post office 1.1 Dormitory 1.0 Retail' ", retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia ", assembly spaces" 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel/motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference/exhibition hall'•' 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 0 Other Q ualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fi (Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a 1 or 2 two lam s b reflector ) P ) or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. Interior Lighting Summary (back); LTG -I NT • 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 TABLE 15 -1 Unit Liahtina Power Allowance (LPA Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 2006 Washington State Nonresidential Energy Code Compliance Form Lighting Power Allowance Adjustments LTG -LPA 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 11139 Southcenter Mall 'Date 4/4/2008 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG -SUM. Adjusted Li &hting Power Allowances (Interior) Location (floor /room no.) 101 103 Occupancy Description SALES STOCK ROOM Allowed Watts per ft 0.50 Ceiling Height for this room 12.0 feet 12.0 feet Ceiling Height limit for this exception" 12 feet 12 feet Adjusted LPA Watts per ft 1.50 0.50 " From Table 15 -1 based on exceptions listed in footnotes Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 1139 Southeenter Mall (Date 4/4/2008 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) I Code 'Section Component Com onent Information Required I q Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local controVaccess Schedule with type, indicate locations E no 1513.2 Area controls Maximum limit per switch no 1513.3 Daylight zone control Schedule with type and features, indicate locations n. a. vertical glazing Indicate vertical glazing on plans n. a. overhead glazing Indicate overhead glazing on plans no 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location yes (a) timer w/backup Indicate location E_i no (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location yes 1513.6.1 (a) occup. sensors Schedule with type and locations E_i no 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans no 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes I 1514 IMax. watts 'Indicate watts for each exit sign I 131 LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture no 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) yes I 1511 lElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency IM -2 I TRANSFORMERS (Section 1540) yes I 1540 (Transformers 'Indicate size and efficiency IE_2 I 2006 Washinctton State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: 2006 Washin s ton State Nonresidential Energ Code Com • liance Form Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of turning off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either: a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior: Buildings greater than 5,000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g., 24 -hour convenience stores), or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP -1- 2002). Project Info Project Address 1139 Southcenter Mall Date 4/4/2008 Tukwila, WA 98188 For Building Department Use Applicant Name: Keith L. Smith Applicant Address: 1725 WestlakeAve. N., Suite 210 Applicant Phone: Seattle, WA 98109 206 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Project Summ;ary PRJ -SUM to - i72 FILE C !aP� Pc,rmft NOa Revised July 2007 RECEIVED APR 07 2008 PERMIT CENTER Fan Equipment Schedule Equip. ID Brand Name' Model No. CFM SP HP /BHP Flow Control Location of Service EF -1 GREENBECK SP -8110 100 80 80 W CV M -1 Applicant Name: M -1 Applicant Address: 1725 WestlakeAve. N., Suite 210 . Applicant Phone: Seattle, WA 98109 Cooling Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location FMB -1 TITUS DTFS SIZE D 80 500 Econo Applicant Name: M -1 Applicant Address: 1725 WestlakeAve. N., Suite 210 . Applicant Phone: Seattle, WA 98109 Heating Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency FMB -1 TITUS 3 Applicant Name: Keith L. Smith Applicant Address: 1725 WestlakeAve. N., Suite 210 . Applicant Phone: Seattle, WA 98109 Project Info Project Address 1139 Southcenter Mall Date 4/4/2008 Tukwila, WA 98188 For Building Dept. Use Applicant Name: Keith L. Smith Applicant Address: 1725 WestlakeAve. N., Suite 210 . Applicant Phone: Seattle, WA 98109 2006 Washington State Nonresidential Energy Code Compliance Form NCechanical Summary MECH -SUM 2001 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. Includes Plans Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 Compliance Option 0 Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the 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. 4 COP, HSPF, Combustion Efficiency, orAFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). Revised July 2007 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? ❑ Economizer included? If Heating Only: < ❑ 5000 cfm? o ❑ <70% outside air? ( START Heating Only No 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary (back) 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. <70% OSA Use Complex Systems (section 1430) ingle Package Unit? Simple System Allowed (section 1420) Econo ncluded? Air Cooled, Constant Vol? c ol Ca <20,000 tuh? otal Ca.. wo economize <240,000 Btuh or 10 %? plit Syste < =84,000 Btuh? Outd or Adjacent to utdoo of Ca <54,000 tuh? Yes Yes Reference Section 1421 Heating /Cooling or Cooling Only Yes Yes , Reference Section 1423 Yes Yes Complex Systems I Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Mechanical Permit Plans Checklist MECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 1139 Southcenter Mall 'Date 4/4/2008 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) I Code Section Component Information Required I Location on Plans I Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency t4-2 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans N -1 1412.2 Deadband control Indicate 5 degree deadband minimum 1412.3 Humidity control Indicate humidistat 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage 1412.4.2 Optimum Start Indicate optimum start controls 1412.5 Heat pump control Indicate microprocessor on thermostat schedule 1412.6 Combustion htg. Indicate modulating or staged control 1412.7 Balancing Indicate balancing features on plans 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas 1422 Thermostat interlock Indicate thermostat interlock on plans 1423 Economizers Equipment schedule 1413 Air economizers 1413.1 Air Econo Operation Indicate 100% capability on schedule 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance 1413.3 Integrated operation Indicate capability for partial cooling 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems 1414.1 Duct sealing Indicate sealing necessary 1414.2 Duct insulation Indicate R -value of insulation on duct 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements 1416.2.1 Commissioning Provide commissioning plan 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report 1434 Separate air sys. Indicate separate systems on plans yes Mechanical Completed and attached. Equipment schedule with types, I 'Summary Form linput/output, efficiency, cfm, hp, economizer I l SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. 1441 Elec. water heater Indicate R -10 insulation under tank 1442 Shut -off controls Indicate automatic shut -off 1443 Pipe Insulation Indicate R -value of insulation on piping 1452 Heat Pump COP Indicate minimum COP of 4.0 1452 Heater Efficiency Indicate pool heater efficiency 1453 Pool heater controls Indicate switch and 65 degree control 1454 Pool covers Indicate vapor retardant cover 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form question, provide explanation: ..,...o.� X11 010 11,01 ow� oll.. •o.o0 ..af.....•a SlO. 0...� .. ........ - - - - - -- - -- - - - - - -- -- .. three or more stones in hehb6 Washington State Nonresidential Eher §9n e 0® lil erePR hf lequipment, or 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 occup ?ed Exceptions: setpoint and the amount of time prior to scheduled occupancy. 1. Within the HVAC equipment. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include 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. 1412.8 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.) Smith co. May 21, 2008 Allen Johannessen City of Tukwila Building Department Tukwila, WA • • RE: CORRECTION LETTER #2 Development Application Number D08 -172 Serenity nail and spa Dear Allen, Below is the responses to your correction letter dated April 18, 2008. I. Separate nail salon HVAC from mall. Architecture 1 Design 1 Planning 1 Retail a. Revised wall types to have full height to deck at space, mall will provide rated exhaust plenum to roof, tenant to connect inside space, mall requires use of mall vav system, no odors will cross or enter mall air plenum, see sheets M -1 and M -2. New exhaust fan and ducting added, connected to roof exhaust system. 2. Revisions to mechanical...... a. Provided separate exhaust system, mall requires use of mall air supply system, no ordors to enter mall system, see M -1 and M -2. 3. Identify type of perimeter supporting enclosure...... a. Detail added see Sheet A -3. 4. Concerning the full height storefront glazing...... a. Storefront system to be permitted under separate permit, Owner to provide design and calculations to conform with building codes, notes added to sheet A -1 and A -4. 5. Please provide material specifications for the sign...... a. Sign is masked out at back painted glass, storefront sign to be permitted under separate permit, note added to Sheet A -4. CORRECTION L TR #.._�_ F� bo8 �7 z 1725 w e s t l a k e avenue north s u i t e 2 1 0 seattle, Washington 98109 206.838.5485 p 206.464.0700 f RECEIVED MAY 212008 PERMIT CENTEF Page 2 D08 -172 6. The occupancy for this space...... a. Occupancy revised to B, see Sheet T- I . • I If you require any further information, please don't hesitate to phone me at (206) - 713 -4076. Regards, Keith L. Smith, AIA principal 1725 westlake avenue north suite 210 seattle, Washington 98109 206.838.5485 p 206.464.0700 f I • April 21, 2008 Keith Smith 1725 Westlake Avenue N, Suite 210 Seattle, WA 98109 RE: CORRECTION LETTER #1 Development Application Number D08 -172 Serenity Nail and Spa —1139 Southcenter Mall Dear Mr. Smith, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 - 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator encl File No. D08 -172 • City of Tukwila P:\Pennit Cen ter \Correction Letters \2008\D08 -172 Correction Ltr # I.DOC wer • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: April 18, 2008 Project Name: Serenity Nail & SPA Permit #: D08 -172 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen; Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Nail salons, beauty salons and Spa's typically produce odors, fumes, vapors that in various or large quantities are known to be irritating or injurious to health. Therefore these types of salons shall require exhaust systems and ventilation systems that are separate from adjacent spaces or occupants. The walls to adjacent tenant spaces shall therefore be required to be sealed at the upper deck/floor where the SPA shall not be allowed to share the same air plenum. Revise the plans to show walls for the SPA sealed to the adjacent tenants and corridors. (IMC Table 401.6 & 403.3) 2. Revisions to the mechanical system for this space shall be required. (See Mechanical correction letter for M08 -097) 3. Identify type of perimeter supporting enclosure angle for the suspended ceiling (typically 2 "). (ASCE Standards 9.6.2.6.2.2.) 4. Concerning the full height storefront glazing, shown on A -4, indicates where one or more sides of the panes of glass are not firmly supported. Glazing subject to unusual load conditions shall require detailed construction documents with shop drawings and analysis specifically detailing the installation. Typically where the glazed edges adjacent to other glazing having no vertical supports, glazing clips are used. Please provide a design prepared by a registered design professional for the store front glazing. (IBC 2403.2 & 2403.3) 5. Please provide material specifications for the sign at the store front. Include sign dimensions. (IBC 402.15, 2604.4) 6. The occupancy for this space indicated on the cover sheet shall be identified as `B" occupancy. Please revise occupancy notes and occupant calculations shown on the cover sheet. (IBC Section 304) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D08 -172 PROJECT NAME: SERENITY NAIL & SPA SITE ADDRESS: 1139 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # DATE: 06 -26 -08 Response to Incomplete Letter # X Revision # 1 after Permit Issued DEPARTMENTS: a1, Bui ding Division Public Works Complete Comments: Please Route Notation: Documents/routing slip.doc 2 -28 -02 � PERMIT COORD COPY S PLAN REVIEW/ROUTING SLIP t► r DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved J Approved with Conditions REVIEWER'S INITIALS: Fire Prevention Structural Incomplete n Planning Division In Permit Coordinator DUE DATE: 07-01-08 Not Applicable ❑ Structural Review Required I 1 No further Review Required DATE: DUE DATE: 07-29-08 Not Approved (attach comments) Li DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -172 DATE: 05 -21 -08 PROJECT NAME: SERENITY NAIL & SPA SITE ADDRESS: 1139 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: B l Public Works Complete Documents/routing slip.doc 2 -28-02 n REVIEWER'S INITIALS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: ❑ Permit Coordinator DUE DATE: 05 -27 -08 Comments: Permit Center Use Only • INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS RO T ING: Please Route Structural Review Required n No further Review Required DATE: DUE DATE: 06 -24 -08 Not Approved (attach comments) ❑ DATE: Planning Division Not Applicable Permit Center Use Only . CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -172 DATE: 04 -07 -08 PROJECT NAME: SERENITY NAIL & SPA SITE ADDRESS: 1139 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: B id,, g'ivvi on �- ublic Works r �._ D ETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: • PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP d Fire I reventn Structural Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved U Approved with Conditions Notation: REVIEWER'S INITIALS: Documentshouting slip.doc 2 -28 -02 \I-, ).G. (0 10 to Li DATE: DATE: Plann Division ❑ Permit Coordinator DUE DATE: 04-1 0-08 Not Applicable No further Review Required DUE DATE: 05 -08 -08 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: y Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 O(o• cry— o k - tio4A Summary of Revision: Iit(An, r Al c4 t iW 4rC -vvnk Summary of Revision: Received by: To-1-0 F,u i REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: - Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: PROJECT NAME: (7/Xih1 " SITE ADDRESS: 11 L,o (al-6Y ivt REVISION LOG PERMIT NO: • 7(Y — ��2 ORIGINAL ISSUE DATE: (Y p 02-- Orb (please print) (please print) (please print) (please print) (please print) Project Name: S Project Address: 1/ 3 1 66 Li Entered in Permits Plus on • City of Tukwila \applications\forms- applications on linelrevision submittal Created: 8 -13 -2004 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 Uv% Date: 6o 2 40 Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Er Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner e ei - Th4 ll Contact Person: thQgre.4`q peial1 Phone Number: O � v11 - !7Z 4 77 7 . - 6 / e j , _ 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. RECEIVED_ CITY OF TUKWLA JUN 2 6 '1008 PERMIT CENTER 8(fl 4 F923 Summary of Revision: k c ur /et 6 s e re-2; ,i.d - L- Sheet Number(s): 4 - 4 - 4. / "Cloud" or highlight all areas bfrevision including date of revision Received at the City of Tukwila Permit Center by: ❑ Response to Incomplete Letter # [I/ Response to Correction Letter # • 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: Z1 /e) 5' Plan Check/Permit Number: )0 - /7 Z ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: S 2-re. r W&J 5p s c_ Project Address: //3q S u 7 a ) 4 1/ Contact Person: /7744-c4"4._ Phone Number: - - - 6 e 7 / Summary of Revision: / S P P� / e ffe. r- e_ > rP 10-21 41( ree.)i " 6i'o n /e uc1 -e4 n,-t l, Sheet Number(s): / - ( #4 - / ,. /�- -3 �} - "Cloud" or highlight all arias of revision including C ate o Received at the City of Tukwila Permit Center by: - }ZrIntered in Permits Plus on '''-( b lapplicationslforms- applications on !inelrt-vision submittal Created: 8-13 -2004 Steven M. Mullet, Mayor Steve Lancaster, Director RECEPIED comfOF LA iAY 21 MOB M N PERMIT N IkA May 7, 2008 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 Tenant improvement permit for Serenity Nails & Spa, 1139 Southcenter Mall, Tukwila, WA, Tukwila Permit No. D08 -172 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 by: Acknowledgement to be signed by the responsible officer of the tenant • • Title: r1? Tenant Name: Serenity Nails & Spa RECEIVED CITY OF TUKWII A MAY .0 7 2006 P :,,tr CENTER 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 /� ! Si Sink, wash fountain, circle spray 4 3 l (� 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 I keg 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 Subdivision Name 'Lot # Subdiv. # Block # Building Name (if applicable) Please report any demolitions of pre - existing building on this property. Owner's Phone Number (with Area Code) Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes ❑ No ( ) Was building on Sanitary Sewer? ❑ Yes ❑ No Property Contact Phone Number (with Area Code) Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No Owner's Mailing Address 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 Signature of Owner /Representative Print Name of Owner /Representative 1058 (Rev 9/071 RCE RCE Property Tax ID # Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Progrre Estimated W kw ater 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 /,7 1 RCE Date White - Kina County Yellow - Local Sewer Aaencv P,rk - Sewer Customer RCE APR 0 7 2000 PERMIT CENTER 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 nderstand that the capacity charge levied will be based on this information and any deviation will require resubmission of correcata for determination of a revised capacity charge. .E ,m t . License Information License ADEKCCC953N9 Licensee Name ADEK CONSTRUCTION COMPANY Licensee Type CONSTRUCTION CONTRACTOR UBI 602530537 Ind. Ins. Account Id #1 Business Type CORPORATION Address 1 23423 14TH AVE S Address 2 City DES MOINES County KING State WA Zip 98198 Phone 2064121475 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/29/2005 Expiration Date 8/29/2009 Suspend Date Separation Date Parent Company ADEK CORPORATION Previous License JAMESCH987D7 Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 CBIC SG2912 08/29/2005 Until Cancelled $12,000.00 08/29/2005 Business Owner Information Name Role Effective Date Expiration Date BUI, QUANG PRESIDENT 08/29/2005 NGUYEN, JAINVIE VICE PRESIDENT 08/29/2005 Look Up a Contractor, Electrician 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. • Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= ADEKCCC953N9 06/02/2008 1 -9 11 TENANT SPACE i" STOREFRONT GLASS STOREFRONT NEUTRAL PIER SCALE: 1 -1/2' ° 1' -0' 4 // SIN 00 COMVION MALL 3 64 STORE SCALE: , /4 ° LEASE LINE � 4� TENANT SPACE J EXTENT OF FINISHED CEILING ABOVE DEMISING WALL METAL FRAMING BY LANDLORD FINISH BY TENANT 3/4" BLACK ALUMINUM REVEAL TYP. LEASE LINE PAINTED i GYPSUM BOARD WITH 12" HIGH STONE BASE OVER METAL FRAMING BY LANDLORD i" STONE ASSEMBLY BY LANDLORD � RONT PLAN / r r rr rr INTERIOR ELEVATION SCALE= 1/4° =1' -0' r r — 7''l r . 1,1" r BREAK METAL CLADDING WITH PUSH THRU ARCYLIC SIGNAGE INTERNALLY ILLUMINATED ■ HSS 2- 1/2 "x1 -1/2 "x1/4" SECURE TO MALL BULKHEAD CLAD IN METAL r • r / 4" TS PORTAL STOREFRONT CURTAIN WAL LEASE LINE 0'- NEUTRAL PIER BY LL L SYSTEM HSS 4x4x1/4" PORTAL ATTACHED TO SLAB CLAD IN METAL MALL SPANDREL 3/4" BLK METAL REVEAL NEUTRAL PIER BY LL 1/2" TEMPERED GLASS STOREFRONT OVER CURTAIN WALL FRAMING SYSTEM GLASS TO BE BUTT JOINT W /STRUCTURAL SILICONE BY GLASS MANUF, SYSTEM REVISIONS_ o rharres shall be made. to the, scope, of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan SIth "teal and may include additional plan r€ 'inw In?s LIGHT COVE FASCIA BEYOND //////(-- 4" IS POPTAL \ \ NEW STOREFRONT GLAZING LINE OF MALL CEILING 1- 3/4X2 -1/2" TS POST CONECTTJ MALL STRUCTURE STOREFRONT SECTION SCALE- 1/4' =1' -0° REVIE EL, E CODE COMP APPROVED JUL 01 2109 City Of BUILDIN Serenity Nail & Spa 1139 Southcenter Mall Tukwila, WA 98188 mita c*. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 03. 31.08 2 05.15.08 3 06.16.08 Project Name t' E- COPY Permit No. VA Pin review approval is subject to errors and omissions. Approva' of construction documents does not authorize the violation of an adopted code or ordinance. Rec pt o' approved Fiel A opy and ndiitionakackno edges: By Date: iv_ 6 .Y Scale AS NOTED City of Tukwila BUILDING DIVISION A -4 Issues Project Number 02008018.00 PERMIT PERMIT CORR. OWNER REVISIONS 6294 Description ELEVATIONS /SECTIONS Computer File CW05- 2008— A4.DWC Template 4.3 (120101) Architect Registration REGISTERED ARCHITECT KEITH L. SMITH STATE OF WASHINGTON RECEIVED CITY OF TUKWLA JUN 2 6 2008 PERMIT CFNTER WESTFIELD SOUTHCENTER MALL By Check All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. KLS KLS KLS • - ...----- - _____. • . .1. . ....... . ....... 4 , - " " . 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Pr ___ ..._... ..... ....____ El Milos MI6 . 1 Nu.E.E. .. mil m .. n m _ MilleillENSI 111.112=1111 p 10111611111iiiiilliiiiiiiiiiiiiiiiiiEMM EM SIMMS III ENE= 1111 ' .U._. MEM MIL MrACAN"ti MIME I NINEMINE EM MMINIE Mill • IIMMEMM MEM ME mmomm mommumpimm . —, WINIMIE11.11k, pmsua mom .1 Immommt.rtam i mnm. .. 1 : l • .. .... ... ammo • rfa CLIENT 54 DESIGN DATE SHEET NO. SUBJECT RFA MO structural engineers 1 - rq PROJECT rfa SUBJECT structural engineers PROJECT CLIENT DESIGN RFA MO. DATE SHEET NO. rfa structural engineers SUBJECT ia 11 PROJECT CLIENT DESIGN RFA MO. DATE SHEET NO. ViETNED FOR CODE COMPLIANCL ' APPROVED City Of Tukwila BUILDIN DIVISION JUL 0 1 2DOB Serenity Nail & Spa 1139 Southcenter Mall Tukwila, WA 98188 smith cc 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 03.31.08 2 05.15.08 3 06.16.08 Project Name Project Number 0200801 8.00 Scale AS NOTED Template 4.3 (120101) A-4.1 6294 Computer File CW05-2008— A4. D WG Architect Registration \ REGISTERED ARCHITECT -Al214-1,4.5.amot- IN L SMITH STATE OF WASHINGTON Issues By Check PERMIT PERMIT CORP. OWNER REVISIONS RECEIVED CITY OF TUMAPLA JUN 2 6 7008 PERMIT CENTER WESTFIELD SOUTHCENTER MALL Description ELEVATIONS/SECTIONS All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified. project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. K LS KLS KLS 1 IIII i 111 , IU UUU WM= P r IU - EIMIL _, ..... .... ,F. 4 _ In , 1 ME ; Mall I W 111 111. _A Irmnim g irls! Mail ni Mir i r 'V . IMMO _ .. .. . riimi, Rim am 11 EA . . ..... . NNE g.... . J, 1 _ ... › I -r .--, it ,,.. _w1111 MI bh. Pr ___ ..._... ..... ....____ P-4 - —... ... ..... ... 1•' . .._ .... . r . h ____ ilii farbitiMMI1614."'NFILAiiiitil• 4 0 _ El Milos MI6 . 1 Nu.E.E. .. mil m .. n m _ MilleillENSI 111.112=1111 p 10111611111iiiiilliiiiiiiiiiiiiiiiiiEMM EM SIMMS III ENE= 1111 ' .U._. MEM MIL MrACAN"ti MIME I NINEMINE EM MMINIE Mill • IIMMEMM MEM ME mmomm mommumpimm . —, WINIMIE11.11k, pmsua mom .1 Immommt.rtam i mnm. .. 1 : l • .. .... ... ammo • rfa CLIENT 54 DESIGN DATE SHEET NO. SUBJECT RFA MO structural engineers 1 - rq PROJECT rfa SUBJECT structural engineers PROJECT CLIENT DESIGN RFA MO. DATE SHEET NO. rfa structural engineers SUBJECT ia 11 PROJECT CLIENT DESIGN RFA MO. DATE SHEET NO. ViETNED FOR CODE COMPLIANCL ' APPROVED City Of Tukwila BUILDIN DIVISION JUL 0 1 2DOB Serenity Nail & Spa 1139 Southcenter Mall Tukwila, WA 98188 smith cc 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 03.31.08 2 05.15.08 3 06.16.08 Project Name Project Number 0200801 8.00 Scale AS NOTED Template 4.3 (120101) A-4.1 6294 Computer File CW05-2008— A4. D WG Architect Registration \ REGISTERED ARCHITECT -Al214-1,4.5.amot- IN L SMITH STATE OF WASHINGTON Issues By Check PERMIT PERMIT CORP. OWNER REVISIONS RECEIVED CITY OF TUMAPLA JUN 2 6 7008 PERMIT CENTER WESTFIELD SOUTHCENTER MALL Description ELEVATIONS/SECTIONS All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified. project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. K LS KLS KLS I 1 1i . SEPARATE PERMIT REQUIRED FOR: � Mechanical � Electrical CKPlumbing as Piping City of Tukwila DIVISION v rr.r REVISIONS r► ar d apP tO o va PP P l chageS hall be me o p rio I of of work wisthout Tukwila Building Divisio� submittal plan fees BUILBUILDING MA TE: Re visions wi11 require a _ and may include additional p ' ' PROJECT GENERAL NOTES PROJECT DATA PROJECT DIRECTORY LANDLORD NOTES DRAWING INDEX 1. SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF OTHER DISCIPLINES: STRUCTURAL, ELECTRICAL, MECHANICAL AND PLUMBING. 2. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY. 3. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN: A. TO COLUMN CENTER LINE B. TO FINISH FACE OF CMU OR GWB. 4. DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS GOVERN. 5. FIELD VERIFY ALL EXISTING CONDITIONS. REVIEW EXISTING CONDITIONS PRIOR TO COMMENCING THE WORK, NOTIFY ARCHITECT OF UNEXPECTED CONDITIONS. 6. ALL NUMERICAL ELEVATIONS ARE TO TOP OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. 7. ALIGN AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD "ALIGN" TO MEAN TO ALIGN THE FINISH MATERIAL OF THE WALLS OR COLUMNS INDICATED. 8. ALL INTERIOR GYPSUM WALL BOARD IS 518 " TYPE X GWB ON METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTHERWISE, SIZES AS DIMENSIONED ON PLANS. SEE NOTE FOR LOCATION OF WATER RESISTANT GWB. 9. PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILET ROOMS, WAREWASH AND WET AREAS. 10. ALL FINISH CEILING HEIGHTS SHALL BE CONFIRMED UNLESS NOTED OTHERWISE ON THE ROOM FINISH SCHEDULE. 11. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CASEWORK. 12. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR APPLICABLE JURISDICTION. 13. PROVIDE ONE TYPE 5E- 2A -10BC FIRE EXTINGUISHER PER 3,000 SF AND NOT MORE THAN 75 FT OF TRAVEL DISTANCE. 14. THERE SHALL BE NO BACK -TO -BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT NONRATED, PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE RATED PARTITIONS. 15. WHERE HVAC OR OTHER MECHANICAL ELECTRICAL AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE AND /OR ACOUSTICAL ISOLATION OF SPACES WITH APPROPRIATE FIRE STOP MATERIAL. 16. ALL CHANGES IN PROJECT SCOPE DUE TO CONTRACTOR GENERATED ALTERNATES OR EXISTING FIELD CONDITIONS SHALL BE TRANSMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING AND INSTALLING OF OWNER FURNISHED ITEMS LISTED, UNO. 18. PROVIDE EXIT ILLUMINATION PER LOCAL CODES. 19. MODIFY THE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE CONFIGURATION INDICATED ON THE PLANS. COMPLY WITH ALL GOVERNING ORDINANCES AND LANDLORD CRITERIA. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. 20. SPRINKLER HEADS MOUNTED IN HARD (GWB) CEILINGS TO BE FULLY RECESSED WITH WHITE CAPS. 21. INSTALL ALL COMPONENTS OF FIRE RATED ASSEMBLIES PER RATING CRITERIA. 22. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD CRITERIA AND LOCAL CODES AS REQUIRED. 23. FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK IS TO BE SUBMITTED UNDER SEPARATE PERMITS. 24. PROVIDE FINISH FLOOR UNDER ALL EQL11PMENT AND CASEWORK. ADDRESS: 1139 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 CONSTRUCTION TYPE EXISTING/ NEW CONSTRUCTION TYPE: TYPE II -B UNPROTECTED NONCOMBUSTIBLE OCCUPANCY GROUP PRIMARY OCCUPANCY: M- COVERED MALL INCIDENTAL OCCUPANCY: GROUP A3 & GROUP B APPLICABLE CODES: 20061NTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2006 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 2006 NATIONAL ELECTRIC CODE WITH WASHINGTON STATE AMENDMENTS CHAPER 11 IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER- FREE DESIGN INCLUDING ICC /ANSI A117.1 - 2003 2006 WASHINGTON NON RESIDENTIAL ENERGY CODE 2006 NATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS ALL LOCAL ORDINANCES HAVING JURISDICTION NUMBER OF EMPLOYEES NA OCCUPANCY SQ. FOOTAGE 1400 SQ. FT. OCCUPANT LOAD = 47 TOTAL SQ. FE 40f = IP. F . PROPOSE SE: B ARCHITECT: smith co. LLC 1725 westlake avenue n. suite 210 Seattle, WA 98109 t: 206.383.54850 f: 206.464.07Q0 PROJECT MANAGER: Keith Smith MECHANICAL & JRED Engineering, Inc. PLUMBING: 560$ Charlesworth earorn s., Dearborn Ht MI 48127 313- 565 -5580 t 313- 565 -9818 f ELECTRICAL: JRED Engineering, Inc. 5608 Charlesworth Dearborn Hts., MI 48127 313 - 565 -55$0 t 313- 565 -9$18 f MALL MONTROSS & ASSOCIATES, A.P.C. MECHANICAL & 2081 BUSINESS CENTER DRIVE, SUITE 218 ELECTRICAL IRVINE, CA 92612 ENGINEERS: 949 553 -9005 T ( ) (949) 553 -9007 F CONTACT: PAUL TERNSTROM TENANT WESTFIELD CORPORATION COORDINATION TENANT COORDINATION - SOUTHCENTER 14TH FLOOR, 1161 WILSHIRE BLVD. LOS ANGELES, CA 90025 (310) 478 -4456 T (310) 575 -5991 F Josh Kimmel (310.893.4761 MALL WESTFIELD SOUTHCENTER MANAGEMENT 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 (206) 246 -0423 T ® • 1. ILLUMINATED SIGNAGE SHOULD BE CONTROLLED BY TIME CLOCK, LIGHT LEAKS FROM CASEWORK NOT PERMITTED. LANDLORD MUST APPROVE, IN WRITING, ALL PROPOSED SIGNAGE PRIOR TO INSTALLATION . 2. ALL CABLING AND WIRES TO BE CONCEALED. AUDIO WILL NOT BE PERMITTED. 3. SNEEZE GUARDS TO BE BUTT JOINTED, FRAMELESS, NO VERTICAL SUPPORTS WITH SQUARE EDGE DETAIL /UV BONDING 4. ALL LIGHTING REQUIREMENT TO BE INSTALLED WITHIN FLOATING RETAIL. LIGHTING TO BE SURFACE MOUNTED TO COUNTER DURING FABRICATION. 5. TENANT MUST INSTALL LANDLORD APPROVED LATEX- RUBBER WATERPROOFING MATERIAL UNDER THE FLOOR FINISH. THE MEMBRANE MUST LAP UP PERIMETER WALLS UNDERNEATH THE COVED BASE �� r�r-r�: TO MIN. HT. OF 12 . AND UNDER THE COVED BASE OF THE DISPLAY CABINETRY INSIDE O AFF F RETAIL SPACE. " ` :' rly - .w• a: 6. ALL MECHANICAL & PLUMBING SYSTEMS AND EQUIPMENT SHALL BE INSTALLED, BRACED AND Vita F `7 a INSULATED IN ACCORDANCE WITH ALL LOCAL CODE REQUIREMENTS. TENANT SHALL MAKE ALL ' ' CONNECTIONS TO THE UTILITY SERVICES PROVIDED. 1 `JARED 7. FOR FOOD COURT TENANTS, THE DOMESTIC WATER SERVICE SHALL BE 2 ". TENANTS WITH HIGH WATER USAGE SHALL PROVIDE AND INSTALL A DOMESTIC WATER SUB - METER. TENANTS SHALL PROVIDE AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER ON THEIR WATER SERVICE. WATER PIPING SHALL BE TYPE 'L' HARD COPPER TUBE ABOVE GRADE AND TYPE 'K' SOFT COPPER TUBE BELOW GRADE. WATER HEATERS SHALL BE ELECTRIC. 8. FOR FOOD RELATED TENANTS, GAS SERVICE IS AVAILABLE. TENANTS ARE REQUIRED TO INSTALL AN EARTHQUAKE VALVE. g TENANT SHALL DESIGN AND INSTALL AN ELECTRICAL /TELEPHONE BASED ON THE FOLLOWING: A 277 / 488 VOLT , THREE- PHASE, FOUR WIRE, 60 CYCLE SYSTEM. CONDUIT PROVISIONS FOR FLOATING FOOD KIOSKS: 200A (208Y / 120V) -(2) 3" CONDUIT. ELECTRICAL SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH LANDLORDS CRITERIA AS OUTLINED IN THE DESIGN MANUAL. 10. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER. ARCHITECTURAL T -1 GENERAL INFORMATION A -1 CONSTRUCTION PLAN A -2 FLOOR FINISH PLAN A -3 REFLECTED CEILING PLAN A-4 INTERIOR ELEVATIONS /SECTIONS A - 5 ENLARGED TOILET PLAN /ELEVATIONS ELECTRICAL E -1 ELECTRICAL POWER/LIGHTING PLANS E -2 ELECTRICAL PANEL SCHEDULES E -3 ELECTRICAL SPECIFICATIONS ECHANICAL -1 MECHANICAL PLANS M -2 MECHANICAL SPECIFICATIONS M -3 MECHANICAL SPECIFICATIONS PLUMBING P -1 PLUMBING PLAN NOTES AND SCHEDULES P -2 PLUMBING PLAN NOTES AND SCHEDULES SITE PLAN VICINITY MAP r PROJECT NORDSTROM I LOCATION - FUTURE RETAIL I 1113 L _ _ __ _ �' � - Sace li t-1 � 'r S ++ 'Aril TE S U B M I ALS 1 fi macyS � ^ ti •.-.1 ig'" ❑ ❑ FIRE ALARM AND SIGNAGE UNDER SEPARATE SUBMITTAL. rN-- y �\��� SOUTHCENTER PKV ----)❑ ❑ ❑ ❑ v op ❑ra r❑ : � © ❑ ❑ o JCPenney SCOPE OF WORK ° � ❑ ❑ �• lit I I I '�"- - ❑ � � I' _f�l� tLl� BUILDING: THE WORK INCLUDES, BUT NOT LIMITED TO INTERIOR TENANT IMPROVEMENTS AND FINISHES, ITEMS FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR AND ITEMS FURNISHED AND INSTALLED BY THE OWNER WITH FINAL CONNECTIONS BY THE CONTRACTOR. THE WORK ALSO INCLUDES, BUT NOT LIMITED TO, INTERIOR AND STOREFRONT SIGNAGE, HVAC SYSTEMS, ENERGY MANAGEMENT SYSTEMS, PLUMBING AND ELECTRICAL/LIGHTING SYSTEMS. ON SITE: NO WORK , S I " T T ' " D •1 _ �, I ° - • ❑ 4. 4 I• p a ' O • / L %up SCALE. N.T.S. FOR ADDITIONAL ABBREVIATIONS ARCHITECTURAL ABBREVIATIONS SEE OTHER DESIGN DISCIPLINES ARCHITECTURAL SYMBOLS ACOUS. ACOUSTICAL ELEV. ELEVATION L. LONG, LENGTH PR. PAIR T.O.S. TOP OF STEEL ADJ ADJUSTABLE, ADJACENT ELEC. ELECTRICAL LAM. LAMINATE, LAMINATED PROJ. PROJECT T.O.W. TOP OF WALL A.F.F. ABOVE FINISHED FLOOR (SLAB) ENCL. ENCLOSURE L.F. LINEAR FOOT, LINEAL FOOT PRV PRESSURE REDUCING VALVE T &B TOP AND BOTTOM ALUM ALUMINUM EQ. EQUAL LIQ. LIQUID P.T. PRESSURE TREATED TEL. TELEPHONE ANOD. ANODIZED EXH. EXHAUST L.P. LOW POINT Q.T. QUARRY TILE TEMP. TEMPERED GLASS W APPROX. APPROXIMATE EXIST. EXISTING LT.T. LIGHT WEIGHT QTR. QUARTER TYP. TYPICAL BD. BOARD EXP. EXPANSION MAS. MASONRY R RADIUS UTIL. UTILITY B.F.F. BELOW FINISHED FLOOR (SLAB) EXT. EXTERIOR MAX. MAXIMUM R.C. REFRIGERATION CONTRACTOR U.B.C. UNIFORM BUILDING CODE BLDG. BUILDING F.D. FLOOR DRAIN M.B.S. METAL BUILDING SUPPLIER R.C.P. REFLECTED CEILING PLAN U.N.O. UNLESS NOTED OTHERWISE BLK. BLOCK FDN. FOUNDATION MECH. MECHANICAL R.D. ROOF DRAIN V.C.T. VINYL COMPOSITION TILE BLK'G. BLOCKING FF FACTORY FINISH MFG. MANUFACTURING R.L. ROOF LEADER VERT. VERTICAL BM. BEAM FHS FLAT HEAD SCREW MFR. MANUFACTURER REC'D. RECEIVED V.I.F. VERIFY IN FIELD BOT. BOTTOM FL. FLOOR M.H. MANHOLE REFRIG. REFRIGERATION W/ WITH BTWN. BETWEEN F.I.O. FURNISHED AND INSTALLED MIN. MINIMUM REINF. REINFORCING W/O WITHOUT CB CATCH BASIN BY OWNER M.I.P. METAL INSULATTED PANEL REQ'D. REQUIRED WD. WOOD C.G. CORNER GUARD FIN. FINISH MISC. MISCELLANEOUS R.O. ROUGH OPENING WDW. WINDOW C.I. CAST IRON F.R.P.P. FIBER REINFORCED PLASTIC M.O. MASONRY OPENING SCHED. SCHEDULE WHS. WELDED HEAD STUD C.I.P. CAST IN PLACE PANEL(S) M.R. MOISTURE RESISTANT S.C. SOLID CORE W.P. WATERPROOF C.L. CENTER LINE FRT. FIRE RETARDANT TREATED MULL. MULLION SHT. SHEET W.R. WATER RESISTANT CLR. CLEAR FTG. FOOTING MTD. MOUNTED SIM. SIMILAR WT. WEIGHT CLG. CEILING GA. GAUGE MTG. MOUNTING S.I.O. SUPPLIED AND INSTALLED W.W.F. WELDED WIRE FABRIC CMU CONCRETE MASONRY UNIT GALV. GALVANIZED MTL. METAL BY OWNER Y.D. YARD DRAIN V. SUPPLIED AND INSTALLED COL. COLUMN G.G. GENERAL CONTRACTOR N.I.C. NOT IN CONTRACT S.I.V. CONC. CONCRETE GWB GYPSUM WALLBOARD, GYPSUM NOM. NOMINAL BY VENDOR CONT. CONTINUOUS BOARD N.T.S. NOT TO SCALE S.O.I.C. SUPPLIED BY OWNER INSTALLED CONSTR. CONSTRUCTION H.B. HOSE BIBB O.A. OVERALL BY CONTRACTOR CONTR. CONTRACTOR H.C. HANDICAPPED O.C. ON CENTER SQ. SQUARE C.T. CERAMIC TILE H.M. HOLLOW METAL O.D. OVERFLOW DRAIN S.S. SERVICE SINK, SANITARY SEWER DBL DOUBLE HORIZ. HORIZONTAL O.H. OVERHEAD SST STAINLESS STEEL DIM. DIMENSION H.P. HIGH POINT OP'G OPENING STD. STANDARD DTL. DETAIL HT. HEIGHT OPP. OPPOSITE STL. STEEL D.F. DRINKING FOUNTAIN HTR. HEATER PTN. PARTITION STRUCT. STRUCTURE, STRUCTURAL D.S. DOWNSPOUT HVAC HEATING, VENTILATION, AND PERP. PERPENDICULAR SUSP. SUSPENDED DWG. DRAWING AIR CONDITIONING PL. PLATE, PROPERTY LINE SYS. SYSTEM EA. EACH IBC INTERNATIONAL BUILDING CODE PLAS.LAM. PLASTIC LAMINATE T TREAD, TOP E.F.S. EXTERIOR FINISH SYSTEM INSUL. INSULATION PLYWD. PLYWOOD T.O.J. TOP OF JOIST E.I.F.S. EXTERIOR INSULATION AND INT. INTERIOR PLBG. PLUMBING T.O.M. TOP OF MASONRY FINISH SYSTEM JT. /JTS. JOINT, JOINTS PNL. PANEL, PANELING T.O.P. TOP OF PARAPET SYMBOLS NORTH ARROW - - - --1 ITEM S.I.O I OR N.I.C. MATERIALS DETAIL DETAIL IDENTIFICATION PROJECT NORTH CUT LINE - DEFINES THE r ARROW REVISION CLOUD I • ■r AND DELTA L - - - - J © DETAILED ELEMENT ,� TRUE NORTH © I �' "':' GYPSUM BOARD A8.01 SHEET WHERE INDICATOR DRAWN DOOR MARK 50' -0" A.F.F. WORK, CONTROL F CONCRETE ..:: 4 1 ITEM S.O.LC OR S.I.C. ' iggi EARTH OR DATUM POINT WALL SECTION ,.. ..-- - DOOR CODE - DETAIL IDENTIFICATION 25$QA REFER TO GRAVEL ra CUT LINE - DEFINES THE SCHEDULE SLOPE DOWN SLOPE DIRECTION WITH DATUM MARK NEW v A CMU OR BRICK CONSTRUCTION - SHOWN SOLID DETAILED ELEMENT _ © WINDOW, RECITE OR 1/8" PER FOOT A7.01 LOUVER MARK SHEET WHERE :=i PLYWOOD RIGID INSULATION DRAWN WINDOW SPRINKLER MAIN � NUMBER - REFER 01101! BATT INSULATION BUILDING SECTION TO SCHEDULE �r O WOOD MEMBER DETAIL IDENTIFICATION 6 E QUIPMENT MARK EXISTING PROPERTY LINE - SHOWN CONSTRUCTION TO REMAIN LIGHT BACKGROUND 1.■ WOOD BLOCKING i� 3.01 EQUIPMENT ® e a Elsi A INI �(� FINISHED WOOD SHEET WHERE DRAWN 0 N UMBER - REFER TO SCHEDULE FENCE EXTERIOR ELEVATION - r NM ACOUSTICAL TILE x x x x x x x x STEEL ROOM MARK DETAIL IDENTIFICATION 8 ROOM -ROOM NAME EXISTING CONSTRUCTION TO BE V., ALUMINUM BREAKLINE A3.02 SHEET WHERE DRAWN I 100 ROOM NUMBER REMOVED -SHOWN DASHED - - - E.LF.S. INTERIOR ELEVATION COLUMN GRIDS WALL TYPE MARK DETAIL IDENTIFICATION ® SOUND INSULATION 5.03 6 p WALL TYPE O FE FIRE EXTINGUISHER SHEET WHERE DRAWN D 7 X -NOTE Consultant Consultant Registration CO M h b...... No. Date Issues and Revisions Serenity Nail & Spa 1139 Southcenter Mall Tukwila, WA 98188 smith, ca. 1725 westlake ave. n. suite 210 scathe, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ FILE COPY Permit No. Plar review approval Is subject to errors end olfnlsglonit. Approval of construction documents does not SIM the violation of any adopted code Of melange, MOM of approved Field Copy =_ d .. By : 2 City of T COl~'ti' REC 1 iON LIR# r41 Project Number 02006088.0D Computer File CW05- 2008- T1. DWG Scale AS NOTED Template 4.3 (120101) T -1 Issues Architect Registration REGISTERED ARCHITECT KE I I STATE OF WASHINGTON 6294 RAZ. REGentoo MAY 212000 ppRmiT CENTER Project Name WESTFIELD SOUTHCENTER MALL Description GENERAL INFORMATION By Check 1 03.31.08 PERMIT KLS 2 05.15.08 PERMIT CORR. KL.S All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. WALL PARTITION DOOR SCHEDULE SEE RESPONSABILITY SCHEDULE ON Ti. FINISH LEGEND 416110 SEE RESPONSABILITY SCHEDULE ON T1. ATTACH TO NO. ROOM NAME DOOR SIZE DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH HARDWARE GROUP NOTES NO. MATERIAL MANUFACTURER SPECIFICATIONS P--1 PAINT BENJAMIN MOORE BEIGE – #967 FLAT EGGSHELL i GWB BY LL I I l 6" SLOTTTED TRACK I (SLP TRK OR EQ.) ATTACH TO STRUCTURE ABOVE I § 00V e 3 5/8" 20 GAGE METAL I ' STUDS AT 16" O.C. WITH n ONE LAYER 5/8" GYPSUM f BOARD. I STRUCTURE ABOVE SALES SIDE . 2X4 SUSPENDED CEILING OR GWB O FRONT ENTRY 6'-0" X 12' -0" ALUM /GLASS GLASS ALUM. ANOD. ALUM. CO 4, 5, 6, 7 P -2 PAINT BENJAMIN MOORE BEIGE – #967 SEMI –GLOSS P -3 PAINT BENJAMIN MOORE BLUE – #2067 -60 FLAT EGG SHELL 2X4 SUSPENDED CEILING OR GWB 9 I 2X4 SUSPENDED CEILING OR GWB STOCK ROOM 3 –0 X 8' –O" METAL P -2 METAL P -2 AO 1, 2, 5, 6, P - 4 PAINT BENJAMIN MOORE BEIGE — #967 SATIN LOW LUSTRE �� I ''', 6 ,,,_„ .. , ; ;G . F -1 CARPET PATCRAFT -- SCHOOL DAZE COLOR /LUNCH MONEY SALES —r.', 3 5/8" 20 GAGE METAL STUDS AT 16" O.C. WITH I' 5/8" 20 GAGE METAL r+ STUDS AT 16 O.C. WITH ONE LAYER 5/8" GYPSUM 1 BOARD. 3 5/8" 20 GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD TO 6" ABOVE RES ROOM 3 –0" X 6' -8" METAL P -2 METAL P -2 B 1, 2, 5, 6, F -2 SEALED CONCRETE BY GC F -3 CERAMIC TILE DAL TILE T.B.D. ONE LAYER 5 8" GYPSUM / FINISHED CEILING.. , CORRIDOR SIDE = SEE FINISH NOTES FOR FLOOR FINISH I SECURE TRACK TENANT SIDE SECUR B O TO CONCRETE SLAB USING POWER DRIVEN I ". FASTENERS MIN. .145 AT 18" O.C. PAINTABLE F]RESTOP SEALANT BOTH STOCK ROOM SIDE SEE FINISH NOTES SECURE BOTTON TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18" O.C. SEE FINISH NOTES BOARD ON ONE SIDE. RESTROOM SIDE = SEE FINISH NOTES SECURE BOTTON TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. .145 = AT 18" O.C. STOCK ROOM SIDE F -4 VINYL COMPOSITE TILE ARMSTRONG # 51899 COOL WHITE F -5 MALL TILE MALL TILE PER SOUTHCENTER SPECIFICATIONS F -6 EXISTING TO REMAIN B -1 COVE BASE JOHNSONITE #86 – HUNTER GREEN – SALES AND OFFICE ONLY B -2 6" VINYL COVE BASE ARMSTRONG #68 – PALE GRAY – STOCK, COORIDOR, RESTROOM FOR FLOOR FINISH _ ' FOR FLOOR FINISH FOR FLOOR FINISH NOTE: ALL STEEL STUDS AND BOTTOM ON BOTH MUST BE SCREWED TOP SIDES. NOTE: ALL STEEL STUDS AND BOTTOM ON / MUST BE SCREWED TOP SIDES. 'W" B -3 6" TILE BASE DAL TILE T.B.D. BOTH NOTE: ALL STEE • "r: MUST ; REINED TOP AND :!, OM ON BOTH SIDES. DOOR HARDWARE CL - 1 GYP. BD. CEILING NEW PAINTED GYP. BD. CL -2 SUSPENDED ACT NEW 0 .WALL PARTITION <>WI LL PARTITION <>1 H O. R WALL PARTITION UL NO. U465 ( ENTRY PUSH /PULL HARDWAREE W/ LOCKSET, CLOSER WC -1 FRP PANELS STRUCTOGLAS WHITE (TO 48" A.F.F. WITH TRIMS, NO EXPOSED FASTENERS.) INTERIOR FINISH MATERIALS SHALL BE CLASS A OR CLASS B PER NFPA 101, 24 -3.3, 1997 EDITION. O PRIVACY LEVER HARDWARE (BRUSHED CHROME) NEW LOCK. KICK PLATES ON BOTH SIDES. DOOR NOTES ATTACH TO STRUCTURE ABOVEI © PANIC BAR HARDWARE WITH ALARM AND CLOSER 1. NEW DOOR SUPPLIED, INSTALLED AND FINISHED BY LLG.C. . 2. ALL NEW DOOR OPENINGS ARE NONBEARING OR ► e I –SHEAR WALLS. I I 6" SLOT FILD TRACK (SLP –TRK OR EQ.) I ATTACH TO STRUCTURE ABOVE I VENTILATION RETURN 5/8" 20 GAGE METAL 2X4 SUSPENDED ` CEILING OR GWB GENERAL NOTES ' A E DOD' :UZZER WITH BUZ ' ST' 'ONS ABOVE CEILING AT CASHWRAP AND e FICE. 4. EXIT DOORS SHALL NOT BE SUBJECT TO THE USE OF A KEY OR REQUIRE ST OCK R SIDE JI 1. T.G.C. TO COVER WINDOWS WITH PLAIN PAPER UNTIL THE END OF CONSTRUCTION. WINDOWS MUST THEN BE CLEANED AFTER REMOVAL AND ANY TAPE ADHESIVE REMOVED. PAPER TO BE REMOVED AND WINDOWS TO BE CLEANED PRIOR TO TURNOVER RATE SPECIAL KNOW D !'SKATE INSTALL WALL DOOR STOPS AT HEIGHT OF DOOR KNOB AT ALL DOORS THAT SWING INTO OR OUT TOWARI► ; WALL. 5. INSTALL DOOR SILENCERS. 6 NOT USED 7 " SAL TO CORRIDOR DOOR TO HAVE A DORMA DOOR CLOSER WITH MODEL #DC –DST HOLD OPEN ARM" 8. L.L.G.C. TO INSTALL A WIDE ANGEL PEEP HOLE. 9 - ANY DOOR NOT CONFORMING TO THIS PLAN OR CODE SHALL BE UPGRADED AS REQUIRED PER ALL CODES. SWING AND FORCE TO OPEN DOORS SHALL MEET THE REQUIREMENTS OF THE IBC 2006, SELF CLOSING DEVICES SHALL REQUIREMENTS OF THE IBC 2006 PANIC HARDWARE SHALL BE PROVIDED FOR ALL EXIT DOORS PER THE REQUIREMENTS '!'6 MEET OF IBC 5/8" 20 "" > GAGE METAL STUDS AT 16" O.C. WITH I ONE LAYER 5/8" GYPSUM BOARD. 3 5/8" 20 GAGE METAL STUDS AT 16" O.C. WITH 6" 20 GAGE " STUDS AT 1 k ONE LAYER �, BOARD METAL' " O.C. WITH /8" GYPSUM 2. T.G.C. TO VERIFY DOORS IN THE MEANS OF EGR . STEM TO BE 0' "' ' E FROM INSIDE WITHOUT USE OF A KEY OR ANY . SPECIA '.:,. ! E OR . I RIOR WALL AND CEILING FINISH M a RIALS IN MERCANTILE OCCUPANCIES SHALL : CLASS A OR CLASS B. STUDS AI 16" 0.C. WITH ONE LAYER 5/8" GYPSUM ONE E LAYER GYPSUM BOARD ON ONE SIDE. RESTROOM SIDE d SEE FINISH NOTES FOR FLOOR FINISH _ TENANT SIDE SECURE BOTTON TRACK TO CONCRETE SLAB r USING POWER DRIVEN FASTENERS MIN. .145 d AT 18" O.C. PAINT 51DE5TOP SEALAN BOTH BOARD ON ONE SIDE. CORRIDOR SIDE SEE FINISH NOTES FOR FLOOR FINISH SECURE B►TTON TO CONC USING PO <;. FASTEN AT 18" O.C. FIRESTOP i S TRACK TE SLAB ER DRIVEN MIN. AINTABLE SEA T BOTH O T USED 4. T.G.C. SHALL PROVIDE SUFFICIENT NUMBER OF 2A1OBC FIRE EXTINGUISHERS SO THAT A FIR EXTINGUISHER CAN BE REACHED WITHIN 75 FEET OF NORMAL TRAVEL FROM ANY POINT IN THE BUILDING. PLEASE TAKE INTO CONSIDERATION THAT FIRE EXTINGUISHERS SHOULD BE LOCATED NEAR EXITS. MOUNTING HEIGHT SHALL BE 4 FEET A.F.F. MAXIMUM. n, NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. r /)roi A NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. P5 WALL PARTITION UL NO. U465 P6 1' = UL NO. U465 `ARTITION P7 1 HOUR WALL PARTITION UL NO. U465 mkt - CU CU SERVICE CORRIDOR ICU LC) u) MALL COMMON.' / 00 ,_ 11 n / ( /-/) lf= 11 // /I / � \ \ L C Tri � J 4 -54" / / \` STOCK 102 NEW DEMISING — WALL BY L.L. G.C. � '' l' %% / \' /� % <\ NEW ELECTRICAL PANEL AND PHNE BOARD BY L.L. G.C. FLOOR PL SCALE: 1/4' = I N I I I I 40' -34 ADJACENT TEN AN J 1017 SALES AREA 101 34' -6" 3 I L I I I I 5'_0 it r r (\ \\ C\ � \ \ \\ \\ / / / \ \ t\ \ \\ \ ' \\ �` \\ / \,, J I NEW STOREFRONT BY G.C. UNDER SEPARATE PFRMIT MALL COMMON 00 I ST1CI:(RO SI CK ICU CO cold I Co r 0' -6 ADJACENT TENANT 1129 )NEUTRAL PIER BY LL )19- Serenity Nail & Spa 1139 Southcenter Mall Tukwila, WA 98188 smith cc 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http : / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 03.31.08 2 05.15.08 Scale AS NOTED A -1 Issues Project Number 02008018.00 Description FLOOR PLAN Template 4.3 (120101) k REGISTERED ARCHITECT KB I STATE OF WASHINGTON 6294 PER vilT PERMIT CORR. Computer File CW05- 2008— A1,DWG Architect Registration RECEIVED MAY 2 1 2008 By Check PER!1A!T CENTS Project Name WESTFIELD SOUTHCENTER MALL All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. K LS K LS F -4 CARPET h(MHMOMe•S CARPET TO STOCK FL. TRANSITION SCALE: N.T.S. CON Cu c6N- CU CU 4 COld I 9 „ F--1 THRESHOLD - a a v 4 CD 4 ' - 4 MALL FINISH ENTRANCE FL. TRANSITION SCALE: N.T.S. STOCKROOM 103 STOCKR 103 M lr 40' -34 SALES AREA I 101 FINISH PLAN SCALE: 1/4' = 1' -0° 34' -6" 35' - F 3 / CARPET Tm4Hmmummmm SALES FLOOR FL. TRANSITION SCALE: N.T.S. C8 F -1 EXTERIOR CONC. SLAB THRESHOLD O O / O i2 '104 O SCALE: N.T.S. STOCKR 1 103 O O M INTERIOR CONC. SLAB F -4 STOCKROOM TO EXIT // FL. TRANSITION coNr I �t «� 1� ��� ■. rte `/ +13' -0" C -1 x-12' -0 C 2 C -2 N +13' -0" C -1 +15' -6" C -2 NEUTRAL PIER BY LL D D CONTRACTOR'S NOTE WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF WORK, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. FLOOR FINISH NOTES AMTICO FLOOR CLEANING PREPARE BRAVO SOLUTION AS PER THE INSTRUCTIONS NOTED ON THE BOTTLE. FOLLOW ALL SAFETY INSTRUCTIONS. PARTICULARLY NOTING THAT A FLOOR CAN BECOME SLIPPERY DURING THE STRIPPING PROCESS. APPLY PLENTY OF BRAVO SOLUTION OVER A MANAGEABLE AREA. ALLOW 5 -10 MINUTES CONTACT 71ME. EITHER MACHINE SCRUB WITH BLUE 3M PAD OR AGITATE SOLUTION WITH MOP. DO NOT ALLOW SLURRY TO DRY ON FLOOR. EITHER REMOVE SLURRY WITH WET VACUUM MACHINE OR MOP AND BUCKET. RINSE FLOOR TWICE WITH CLEAN WATER. ALLOW TO DRY APPLICTION OF CAREFREE COMPLETE SEALER LOAD MOP WITH CAREFREE COMPLETE SEALER (DO NOT USE THE SAME MOP USED TO APPLY STRIPPING.) APPLY A THIN EVEN COAT WITH OVERLAPPING PASSES. ALLOW TO DRY APPROX. 30 MINUTES. APPLY SECOND COAT AT 90 DEGREE TO FIRST. ALLOW TO DRY APPROX. 30 MINUTES. DO NOT BUFF FOR 24 HOURS. AFTER INSTALLATION NOTES AMTICO MUST BE COVERED WITH HEAVY PAPER AFTER BEING STRIPPED, BUFFED AND WAXED. (DO NOT USE HEAVY TAPE LIKE DUCT TAPE) USE MASKING TAPE. T.G.C. TO WAX VCT IN STOCK ROOM AND TOILET ROOM W/ GENERIC WAX PRIOR TO TURNOVERi RECEIVED APR 07 2008 PERMIT CENTEI Serenity Nail & Spa 1139 Southcenter Mall Tukwila, WA 98188 math co. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 03.31.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description FLOOR PLAN Computer File CW05- 2008— A2,DWG Scale AS NOTED Template 4.3 (120101) A -2 PERMIT 6294 Architect Registration Issues By Check All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. IIc. KLS REFLECTED CEILINLI E - EXISTING FIXTURE LEGEND R - RELOCATED I WITH HEADS 0 EXIT SIGN - CEILING MOUNTED // A/c SUPPLY GRILLE LIGHT TRACK PRISPA11C Z RETURN AIR GRILLE 9..P EMERGENCY LIGHT - CEILING MOUNTED I 2 X 4 FIXTURE 11 2 X 2 FIXTURE PARABOLIC 4' STRIP LIGHT ,d EXHAUST FAN / LIGHT COMBO 0 RECESSED DOWN LIGHT GTE CONTRACTOR'S NOTE CEILING MOUNTED MECHANICAL EQUIPMENT TO REMAIN. G.C. TO RELOCATE SUPPLY AND RETURN DIFFUSERS AS NECESSARY PER NEW WALL LAYOUT. G.C. TO VERIFY THAT THE LOCATION OF THE EXISTING EQUIPMENT DOES NOT INTERFERE WITH NEW CONSTRUCTION. WRITTEN : ENSIGNS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SC DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. WITH THE PROPER EXECUTION OF WORK, TO TENANT REPRESENTATIVE. OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE REPORT ANY I CREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE REPORT DISCREP CIES DURING BIDDING PROCESS AND BEFORE START COMPLIANCE COND ONS AFTER COMMENCEMENT OF CONSTRUCTION. +10'_0" +10 -o" NEW RECESSED DOWN LICHT. SEE ELECTRICAL PLANS. NEW EXIT LIGHT. SEE ELECTRICAL PLANS. +13' -0" IN SEISMIC ZONES: COMPRESSION POST @ 12' ON CENTER EACH WAY IN THE FIELD AND 6' MAXIMUM FROM WALL EDGE STRUTS TO BE TIGHT TO CEILING GRID AND STRUCTURE ABOVE, LOCATE STRUTS ON MAIN RUNNERS. T -BAR VERTICAL SUSPENSION WIRES: #12 WIRE @ 4' -0" ON CENTER EACH WAY LOCATE ON MAIN RUNNERS. ALSO, LOCATE 8" OFF OF EACH WALL FOR BOTH MAIN AND CROSS RUNNERS, LATERAL BRACING REQUIRED (4) *12 WIRES SECURED AT 12' -0' O.C. MAX, AND 6' MAX. FROM WALLS AND SPLAYED 90° @ 45° ANGLE MAXIMUM FRO PLANE OF CEILIN., H.D. T -BAR SYSTEM CROSS RUNNER T -BAR SYSTEM MAIN RUNNERS SHALL BE RESTRAINED W /POP RIVET PER SYSTEM MANUFACTURERS RECOMMENDATIONS NOTE: SCREW ALL LIGHT FIXTURES TO T -BAR PROVIDE #12 SLACK WIRES ATTACHED TO EA. FIXTURE AT TWO OPPOSING CORNERS STRUT SIZE PERIMETER WIRE 3/4' DIA, RIGID METAL CONDUIT 1' DIA, RIGID METAL CONDUIT CEILING BRACING BAR) MAIN RUNNER SELF - TAPPIN 1 -5/8' DRY @ ALL S BACK TO BACK 2 -1/2'x 20 GA. METAL STUD SCREWED TOGETHER @ 24' 0.C, WALL ANGLE ' TYPICAL 3 -TURNS MIN. AT WIRES, TYPICAL SINGLE 2 -1/2' x 20 GA, METAL STUD (MIN, =0.18 IN CU COId Cu CU 8' -6 11' -6' TO S 15'_0 3/4 MIN. WALL ANGLE 2" MIN. MAX. LENGTH 0 ,_ 9 „ • 0 L02 O L02 0 L02 /4' 0'/ 12' -0' MAXIMUM 4' -0" MINIMUM (LING O LO2 0 L02 LO1 B .ss i L02 L02 02 4O' -34" NEW GYP. BD CEILING BY G.C. PAINTED LO1 Lot L IN SEISMIC ZONES: COMPRESSION STRUTS @ 12' --0' ON CENTER EACH WAY. 3/8' MINIMUM CLEAR CROSS RUNNER OR MAIN, TYPICAL. NOTE: TIE TO ADJACENT WALL, TO CEILING MAIN AND TO CROSS RUNNERS, PLAN SECTION SUSPENDED CEILING FINISH FLOOR ACING NOT TO SCALE LO1 0 L02 0 L02 O L02 0 L02 0 L02 O L02 0 L02 AT LIGHT FIXTURE ATTACH NO 12 GAUGE HANGER WIIRE WHICH SHALL BE ATTACHE TO THE GRID MEMBER WITHIN 3' OF EAC CORNER OF EACH FIXTURE, TYPICA . ....... • .................... rrrrrrrrrrr►r EAGX TO HAVE 2NO.12 GAUGE HANGER WIRES ATTACHED @ FROM THE HT FIXTURE TURE OPPOSITE CORNERS, HOUSING TO THE STRUCTURE ABOVE, ONE @ EACH END,TYP, LIGHT FIXTURE L02 MAX, NOTE: LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED AT EA, END SUSPENDED CL © LIGHT NOT TO SC +12'_0' C -2 NEW 2X2 SUSPENDED CEILING +10'--0" NEUTRAL PIER BY LL po ¶. Serenity Nail & Spa 1139 Southcenter Mall Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 seethe, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 03.31.08 2 05.15.08 Issues Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018.00 Description FLOOR PLAN 6294 PERMIT PERMIT CORR. Computer File CW05- 2008- -A3,DWG Scale AS NOTED Template 4.3 (120101) A -3 Architect Registration RECEIVED MAY Z `I LUUt By Check PERMIT CENTER All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. KLS K LS C I I I C) • STOREFRONT HEAD SECTION SCALE: 1 -1/2' =1' -0' 4 STORE RONT PLAN SCALE: 1/4' = LEASE LINE 4 / J II II BACK PAINTED GLASS SIGN IS MASKED IN THE BACK OF THE GLASS DOES NOT PROJECT OUT PAST GLASS STAINLESS TEE ASE INTERIOR ELEVATION SCALE: 1/4" =1' -O' C5 BACK PAINTED GLASS FINISH TEMPERED TENANT SPACE LIGHT COVE FASCIA S.S. 20 GA. i" STOREFRONT GLASS NEW STOREFRONT GLAZING AND DOORS UNDER SEPARATE PERMIT 3/4" METAL REVEAL TOP AND SIDES CO 1- vMON MALL STOREFRONT NEUTRAL PIER SCALE: 1 -1/2" = 1' - 0' 0' LEASE LINE 1 // EXTENT OF FINISHED CEILING ABOVE DEMISING WALL METAL FRAMING BY LANDLORD TENANT SPACE FINISH BY TENANT 3/4" BLACK ALUMINUM REVEAL TYP. LEASE LINE PAINTED i" GYPSUM BOARD WITH 12 HIGH STONE BASE OVER METAL FRAMING BY LANDLORD 4" STONE ASSEMBLY BY LANDLORD NEUTRAL PIER BY LL MALL SPANDREL 3/4" BLK METAL REVEAL NEUTRAL PIER BY LL D 0 8 e- 3/8" TEMPERED GLASS STOREFRONT W /4" BRUSHED STAINLESS STEEL PATCHES, BOTTOM TRACK RECESSED IN FLOOR UPPER TRACK RECESSED AT SOFFIT LIGHT COVE FASCIA BEYOND STOREFRONT SECTION SCALE: 1/4" =1' -0' TILE BULKHEADW /TENANT SIGNAGE \ \ NEW STOREFRONT GLAZING AND DOORS LIGHT COVE FASCIA BEYOND ■ . \ \ LINE OF MALL CEILING �SIM STOREFRONT WILL BE UNDER SEPARATE PERMIT NEW STOREFRONT GLAZING UNE OF MALL CEILING STOREFRONT SECTION SCALE 1/4" = 1' -0" Serenity Nail & Spa 1139 Southcenter Mall Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 seethe, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 03.31.08 2 05.15.08 Project Number 02008018.00 Scale AS NOTED Template 4.3 (120101) A -4 • KE REGISTERED ARCHITECT STATE OF WASHINGTON 6294 PERMIT PERMIT CORR. Description ELEVATIONS /SECTIONS Computer File CW05— 2008— A4. DWG Architect Registration Issues By Check R{tCE EI MAY 21 2008 p9RM1T CENTER Project Name WESTFIELD SOUTHCENTER MALL All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. KLS KLS RESTROOM PLANS AND DETAILS H.C. RESTROOM PLAN SCALE 1/2" = 1' -0" RESTROOM NOTES 36 " -42" A.F.F. LEVER HANDLES AT HANDICAPPED ACCESSIBLE HEIGHT 1. GRAB BARS 1-1/4"-1-1/2" DIAMETER MOUNTED 1-1/2" FROM WALL. BARS SHALL BE CAPABLE OF SUPPORTING 300 LBS. LIVE LOAD WITHOUT PERMANENT DEFLECTION. PROVIDE BLOCKING IN EXISTING WALLS AS REQUIRED. 2. FLOORS SHALL BE SMOOTH, HARD, NONABSORBENT SURFACE. 3. PROVIDE 5" COVED SANITARY BASE. 4. DIMENSIONS, NOTES AND EQUIPMENT TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED. 5. TOILET ROOM FAN TO BE INTEGRALLY SWITCHED WITH TOILET LIGHT, AND VENTED TO THE OUTSIDE. 6. GYPSUM BOARD APPLIED TO PLUMBING WALLS SHALL BE WATER - RESISTANT. 7. COMPLY WITH ADA REQUIREMENTS AND LOCAL HANDICAPPED CODE. 8. PROVIDE A 4' -0" HIGH PLASTIC LAMINATE WAINSCOT WITH STAINLESS STEEL TRIM, ON ALL WALLS. 9. HOT WATER TANK CALL -OUT SEE 2.02. LEVER CONTROLS a X 30" X 36" MIRROR TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES WAINSCOAT COVED SANITARY BASE SOAP - \DISP. `- ■ = GWB (PAINTED ) ON 1/2" PLY-WD SHEATHING ON THIS WALL ONLY 3' -0" 6" a WAINSCOAT 1 GRAB BAR H 1 ESTROOM ELEV. SCALE 1/2" = 1' -0" TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" 1 ' -6" co SEAT C DISP. '- ♦ C.4 0) OVER C 3 -4" NQTE: HANDICAPPED SIGNAGE WHERE REQUIRED. SUPPLIED AND INSTALLED BY CONTRACTOR "ASI PLAQUE TYPE ACRYLIC WITH SUBSURFACE GRAPHICS TEXT: SC901 "WHITE ". FIELD SC905 "BLUE" 1_/4" THICK, SURFACE APPLIED TO , p OOR, CENTER SYMBOL ON DOOR. 60 ABOVE FINISHED FLOOR. (UNISEX REST ROOM) TOILET SIGNAGE 3' = 1 1/4" — 1 GRAB BAR, INSTALL PER MANUFACTURER SPECIFICATIONS, SEE 'ACCESSIBILITY NOTES' SHEET A0.2 FOR ADDITIONAL REQUIREMENTS SECURE TO BACKING PER MANUFACTURER REQUIREMENTS. TYPICAL. SCHEDULED WALL, TYPICAL. 1 -1/2" GRAB BAR DETAIL ACTUAL SIZE TOILET PAPER DISP. GWB (PAINTED) If RESTROOM ACCESSORIES SCHEDULE MARK (7) DESCRIPTION LAVATORY AND FAUCET WATER CLOSET GRAB BARS PAPER TOWEL DISPENSER TOILET PAPER DISPENSER MIRROR TOILET SEAT COVER DISPENSER SOAP DISPENSER DOOR SIGNS EXHAUST FAN FURN /INST. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. REMARKS HANDICAPPED ACCESSIBLE HANDICAPPED ACCESSIBLE 36" REAR / 42" SIDE 1-1/2" DIA. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT 30" X 36" HANDICAPPED MOUNTING HEIGHT SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT MOUNT ON MIRROR FACE HANDICAPPED ACCESSIBLE SIGNAGE DIRECT WIRE TO LIGHT SWITCH FINISH WHITE /CHROME WHITE STAINLESS STEEL TEXTURED GRIP PLASTIC ACRYLIC PLASTIC ACRYLIC STAINLESS STEEL FRAME PLASTIC CLEAR ACRYLIC BLACK WITH WHITE LETTERING WHITE T . e 1-1/2' GRAB BA II COVED SANITARY BASE H.C. RESTROOM ELEV. SCALE 1/2" — 1' -0" WAINSCOAT 0 HANDICAPPED ACCESSIBLE LEVER HANDLES AT 36 " -42" A.F.F. SOS -I�� RECEN APR 07 'all PERMIT CEII i Serenity Nail & Spa 1139 Southcenter Mall Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 03.31.08 Project Number 02006088.00 KEI REGISTERED ARCH ECT STATE OF WASHINGTON 6294 PERMIT KLS Project Name WESTFIELD SOUTHCENTER MALL Description ENLARGED TOILET PLAN Computer File CW05- 2008— A5.DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. A -5 Architect Registration Issues By Check GWB (PAINTED) LEVER CONTROLS ''n / 29" MIN. 1 1 r r RESTROOM PLANS AND DETAILS H.C. RESTROOM PLAN SCALE 1/2" = 1' -0" RESTROOM NOTES 36 " -42" A.F.F. LEVER HANDLES AT HANDICAPPED ACCESSIBLE HEIGHT 1. GRAB BARS 1-1/4"-1-1/2" DIAMETER MOUNTED 1-1/2" FROM WALL. BARS SHALL BE CAPABLE OF SUPPORTING 300 LBS. LIVE LOAD WITHOUT PERMANENT DEFLECTION. PROVIDE BLOCKING IN EXISTING WALLS AS REQUIRED. 2. FLOORS SHALL BE SMOOTH, HARD, NONABSORBENT SURFACE. 3. PROVIDE 5" COVED SANITARY BASE. 4. DIMENSIONS, NOTES AND EQUIPMENT TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED. 5. TOILET ROOM FAN TO BE INTEGRALLY SWITCHED WITH TOILET LIGHT, AND VENTED TO THE OUTSIDE. 6. GYPSUM BOARD APPLIED TO PLUMBING WALLS SHALL BE WATER - RESISTANT. 7. COMPLY WITH ADA REQUIREMENTS AND LOCAL HANDICAPPED CODE. 8. PROVIDE A 4' -0" HIGH PLASTIC LAMINATE WAINSCOT WITH STAINLESS STEEL TRIM, ON ALL WALLS. 9. HOT WATER TANK CALL -OUT SEE 2.02. LEVER CONTROLS a X 30" X 36" MIRROR TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES WAINSCOAT COVED SANITARY BASE SOAP - \DISP. `- ■ = GWB (PAINTED ) ON 1/2" PLY-WD SHEATHING ON THIS WALL ONLY 3' -0" 6" a WAINSCOAT 1 GRAB BAR H 1 ESTROOM ELEV. SCALE 1/2" = 1' -0" TEMPERATURE SHIELDING ON SUPPLY AND DRAIN LINES H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" 1 ' -6" co SEAT C DISP. '- ♦ C.4 0) OVER C 3 -4" NQTE: HANDICAPPED SIGNAGE WHERE REQUIRED. SUPPLIED AND INSTALLED BY CONTRACTOR "ASI PLAQUE TYPE ACRYLIC WITH SUBSURFACE GRAPHICS TEXT: SC901 "WHITE ". FIELD SC905 "BLUE" 1_/4" THICK, SURFACE APPLIED TO , p OOR, CENTER SYMBOL ON DOOR. 60 ABOVE FINISHED FLOOR. (UNISEX REST ROOM) TOILET SIGNAGE 3' = 1 1/4" — 1 GRAB BAR, INSTALL PER MANUFACTURER SPECIFICATIONS, SEE 'ACCESSIBILITY NOTES' SHEET A0.2 FOR ADDITIONAL REQUIREMENTS SECURE TO BACKING PER MANUFACTURER REQUIREMENTS. TYPICAL. SCHEDULED WALL, TYPICAL. 1 -1/2" GRAB BAR DETAIL ACTUAL SIZE TOILET PAPER DISP. GWB (PAINTED) If RESTROOM ACCESSORIES SCHEDULE MARK (7) DESCRIPTION LAVATORY AND FAUCET WATER CLOSET GRAB BARS PAPER TOWEL DISPENSER TOILET PAPER DISPENSER MIRROR TOILET SEAT COVER DISPENSER SOAP DISPENSER DOOR SIGNS EXHAUST FAN FURN /INST. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. G.C. / G.C. REMARKS HANDICAPPED ACCESSIBLE HANDICAPPED ACCESSIBLE 36" REAR / 42" SIDE 1-1/2" DIA. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT 30" X 36" HANDICAPPED MOUNTING HEIGHT SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT MOUNT ON MIRROR FACE HANDICAPPED ACCESSIBLE SIGNAGE DIRECT WIRE TO LIGHT SWITCH FINISH WHITE /CHROME WHITE STAINLESS STEEL TEXTURED GRIP PLASTIC ACRYLIC PLASTIC ACRYLIC STAINLESS STEEL FRAME PLASTIC CLEAR ACRYLIC BLACK WITH WHITE LETTERING WHITE T . e 1-1/2' GRAB BA II COVED SANITARY BASE H.C. RESTROOM ELEV. SCALE 1/2" — 1' -0" WAINSCOAT 0 HANDICAPPED ACCESSIBLE LEVER HANDLES AT 36 " -42" A.F.F. SOS -I�� RECEN APR 07 'all PERMIT CEII i Serenity Nail & Spa 1139 Southcenter Mall Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 03.31.08 Project Number 02006088.00 KEI REGISTERED ARCH ECT STATE OF WASHINGTON 6294 PERMIT KLS Project Name WESTFIELD SOUTHCENTER MALL Description ENLARGED TOILET PLAN Computer File CW05- 2008— A5.DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. A -5 Architect Registration Issues By Check LIGHT FIXTURE SCHEDULE PLAN MARK MANUFACTURER MODEL # DESCRIPTION A COOPER/METALUX 2GA332Al20VEBB2 2 LAY-IN FLUORESCENT, T8 ENERGY SAVING B LITHONIA 8W1AZ INCANDESCENT RECESSED DOWNLIGHT, 8" 60 WATTS C COOPER/METALUX GA232Al20VEB81 rx4' LAY-IN FLUORESCENT, T8 ENERGY SAVING X1 DUAL-LIGHT LXURWELED LITEFORM COLLECTION EXIT LIGHTS/BATTERY BACKUP X2 SUREL1 TES CC7 EMERGENCY LIGHTING/BULBS INCLUDED $ HUBBELL CS1221W SINGLE POLE HEAVY DUTY TOGGLE SWITCH. 20A 120-277V-WHITE eS1. HUBBELL ATP1277W PASSIVE INFRARED AND UTILIZE AS ADAPTIVE MICROPROCESSOR TO SELF ADJUST TIME DELAY AND SENSITIVITY eSE HUBBELL ATIJ1277RRW ULTRASONIC AND UTILIZE AS ADAPTIVE MICROPROCESSOR TO SELF ADJUST TIME DELAY AND SENSITIVITY FLOOR PLAN NOTES BY SYMBOL O VERIFY MOUNTING HEIGHTS AND REQUIREMENTS PRIOR TO INSTALLATION OF ANY RECEPTACLES. O INSTALL A GROUND WIRE AND LUG TO THE BACKBOARD FOR THE PURPOSE OF PROVIDING GROUND PROTECTION FOR EQUIPMENT CONNECTED TO THE T-1 LINE. GROUND SHOULD BE RUN DIRECTLY TO THE BACKBOARD FROM A GROUND ROD LOCATED IN THE WAN ROOM, OR IF INSTALLATION OF A GROUND ROD IS IMPRACTICABLE DUE TO LOCATION, GROUND WIRE SHALL BE RUN DIRECTLY TO THE BACKBOARD FROM THE NEAREST ELECTRICAL SUB PANEL OR TRANSFORMER GROUND LUG. GROUND WIRE SHALL BE A MINIMUM SIZE or #8 AWG THWN. g NOT USED @ PROVIDE AND INSTALL NEW 60 AMP NEMA 3R DISCONNECT AND ALL ASSOCIATED ELECTRICAL FROM PANEL TO NEW ROOF TOP UNIT ON ROOF. VERIFY LOCATION IN FIELD. • PROVIDE AND INSTALL NEW DISCONNECT AND ALL ASSOCIATED ELECTRICAL FROM PANEL TO NEW WATER HEATER ABOVE CEILING. VERIFY LOCATION IN FIELD. O PROVIDE AND INSTALL NEW DISCONNECT AND ALL ASSOCIATED ELECTRICAL FROM PANEL TO STOREFRONT SIGN PER N.E.C. ' e's B 27 LO1 • B 25 S LOE • LOR LO1 B 23 15 • 14 LO1 LO1 O LO2 7 Wi 0 1-02 @ PROVIDE AND INSTALL NEW 60 AMP NEMA 3R DISCONNECT AND ALL ASSOCIATED ELECTRICAL FROM PANEL TO NEW ROOF TOP UNIT ON ROOF. VERIFY LOCATION IN FIELD. 0 PROVIDE AND INSTALL NEW DISCONNECT AND ALL ASSOCIATED ELECTRICAL FROM PANEL TO NEW WATER HEATER ABOVE CEILING. VERIFY LOCATION IN FIELD. PROVIDE AND INSTALL NEW DISCONNECT AND ALL ASSOCIATED ELECTRICAL FROM PANEL TO STOREFROI\ET SIGN PER N.E.C. B 19 ELECTRICAL/POWER PLAN SCALE: 1/4" = B 17 LO1 0 1_ 02 e L02 B 16 B 18 B 20 B 22 4. X2 B B 31 6'6" AFF LO1 LO1 LO1 H 1,3,5 4 1 .4: -6 ELECTRICAL/LIGHTING PLAN • • • LO1 0 LO2 • G LO2 L02 B 2 B 36 B 34 B 32 H 13 L02 / rd dH rd. B 8 / e tte B 10 OS1 .4% S LOE B 12 Wi LL 1 5 L02 O L02 O L02 0 02 S LR B 14 Wi B 38 4. ... • ....... ... ........ ........... ......... • .... • .......... Dao . • .. RECEIVE' APR 07Z005 PERMIT GENTEh Serenity Nail & Spa 1139 Southcenter Mall Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ Consultant Consultant Registration Architect Registration Issues and Revisions No. Date 1 03.31.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018 00 Description POWER/LIGHTING PLAN Computer File CW05-2008—E1DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. - eMARATU PERMIT MD APPROVAL P.E1UIRED E-1 6294 Issues By Check PERVIT KLS PA\EL RISER 3 I A G R A V Service: 120/208 Volts 3 Phase 4 Wire Cabinets: Surface Mounted Mains: 200 Amp Main Circuit Breaker 200 Total Watts: 34,174 NEMA 1 RISER DIAGRAvI GENERAL NOTES CKT 1. TENANT'S GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL COPPER CONDUCTORS. 2. VERIFY ALL EXISTING CONDITIONS IN FIELD. ALL UPGRADES REQUIRED BY CODES, LANDLORD OR TENANT SHALL BE BY TENANT AT TENANTS EXPENSE. 3. ALL WIRING SHALL BE IN CONDUIT E.M.T. OR RIGID. FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTION, MAX LENGTH 6 FEET. NO BX, ROMEX, ARMORED CABLE, ETC ALLOWED. WATTS 277/480V 3 PH, 4 WIRE ELECTRICAL SERVICE BKR I VERIFY EXISTING CONDITIONS AND REQUIREMENTS PRIOR TO BIDDING AND INSTALLATION. WIRE 6 r ® - -® -i® RISER DIAGRAv NOTES BY SYMBOL ® PROVIDE AND INSTALL (4) #1/0 THWN CU, (1) #6 GROUND IN 2" CONDUIT FOR TENANT SERVICE. PROVIDE AND INSTALL METER PER LOCAL UTILITY AND LOCAL AUTHORITY RECOMMENDATIONS. ® PROVIDE AND INSTALL 200 AMP DISCONNECT FUSED AT 125 AMPS FOR TENANT SERVICE. VERIFY LOCATION IN FIELD. ® PROVIDE AND INSTALL (4) #1/0 THWN CU, (1) #6 GROUND IN LANDLORD PROVIDED 2" CONDUIT. ® PROVIDE AND INSTALL (4) #1/0 THWN CU, (1) #6 GROUND IN 2" CONDUIT FOR PANEL 'H'. ® PROVIDE AND INSTALL (3) #10 THWN CU, (1) #8 GROUND IN 3/4" CONDUIT FOR RTU -1 ON ROOF. PROVIDE AND INSTALL (3) #10 THWN CU, (1) #8 GROUND IN 3/4" CONDUIT FOR RTU- -2 ON ROOF. ® PROVIDE AND INSTALL 30 AMP DISCONNECT FOR RTU -1 ON ROOF. VERIFY LOCATION IN FIELD. ® PROVIDE AND INSTALL 30 AMP DISCONNECT FOR RTU -2 ON ROOF. VERIFY LOCATION IN FIELD. 10 NOT USED 11 PROVIDE AND INSTALL (3) #1 /0 THWN CU, IN 1 -1/4" CONDUIT FOR TRANSFORMER. 12 PROVIDE AND INSTALL A 75 KVA FLOOR MOUNTED TRANSFORMER. 13 PROVIDE AND INSTALL (3) #3/0 THWN CU, (1) #6 GROUND IN 2" CONDUIT FOR PANEL 'A'. 40 PROVIDE AND INSTALL 24 HR, 7 DAY TIMECLOCK FOR SHOW WINDOW AND SIGNAGE. PROVIDE NEW AS REQUIRED 12 ® I © , I ® 1/20 12 500 GENERAL RECEPTACLES I - I i 3 I NEW PANEL -- NEW P 'BNEL _ X 14 12 I EXISTING ELECTRICAL I ® 4 DISTRIBUTION SYSTEM(S) I I FOR OTHER TENANTS 3 5 SPACE I ® -- EXISTING LANDLORD WIREWAY 7 I 1 I 0 500 € 6 1 3 FLOOR LANDLORD TENANT 8 35.5 KW = 98 6 AMPS © 120/208 SERVICE -- PROVIDE AND INSTALL GROUND TO BUILDING STEEL PER N.E.C. EL - CTRICAL LOA S..v VARY • • • • 120 VOLT CIRCUIT REFER TO RISER DIAGRAM FOR TIMECLOCK AND CONTACTORS LANDLORD SPECIFICATIONS OVERRIDE SWITCHES L____1 TIME CLOCK LIGHT SWITCHING DETAIL NOT TO SCALE SIGN LIGHTS (B15) • GENERAL LIGHTS (B3) OFFICE LIGHTS • (B5) • OFFICE LIGHTS (B • RECEPTION LIGHTS (09) Po RECEIVED APR 0 7 2006 PERMIT CENTEF Serenity Nail & Spa 1139 Southcenter Mall Tukwila, WA 98188 smith c*. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Architect Registration Issues and Revisions No. Date 1 03.31.08 6294 Project Number 02008018.00 Description PANELSCHEDULES Computer File CV/ 05- 2008—E2,DWG Scale AS NOTED Template 4.3 (120101) REGISTERED ARCHITECT KEI STATE OF WASHINGTON Issues By Check PERMIT KLS Project Name WESTFIELD SOUTHCENTER MALL All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ile. E -2 SEW PA \EL B Service: 120/208 Volts 3 Phase 4 Wire Cabinets: Surface Mounted Mains: 200 Amp Main Circuit Breaker 200 Total Watts: 34,174 NEMA 1 REM CKT DESCRIPTION WATTS WIRE BKR A B C BKR WIRE WATTS DESCRIPTION CKT REM 6 1 EXIT /NIGHT LIGHTING 450 12 1/20 X 1/20 12 500 GENERAL RECEPTACLES 2 TRANSFORMER 3 3 SPACE -- -- -- X 1/20 12 500 GENERAL RECEPTACLES 4 1.5 3 5 SPACE -- -- -- 7 X 1/20 12 500 GENERAL RECEPTACLES 6 -- 3 7 SPACE 8 35.5 KW = 98 6 AMPS © 120/208 SERVICE -- X 1/20 12 500 GENERAL RECEPTACLES 8 SPACE 3 9 SPACE — -- -- X 1/20 12 500 GENERAL RECEPTACLES 10 13 11 WATER HEATER 750 12 2/20 -- X 1/20 12 500 GENERAL RECEPTACLES 12 15 13 750 X 1/20 12 500 GENERAL RECEPTACLES 14 SPACE 2 15 SIGN 1200 12 1/20 X 1/20 12 500 GENERAL RECEPTACLES 16 SPACE 18 17 GENERAL RECEPTACLES 500 12 1/20 X 1/20 12 500 GENERAL RECEPTACLES 18 19 GENERAL RECEPTACLES 500 12 1/20 X 1/20 12 500 GENERAL RECEPTACLES 20 21 GENERAL RECEPTACLES 500 12 1/20 X 1/20 12 500 GENERAL RECEPTACLES 22 23 GENERAL RECEPTACLES 500 12 1/20 X -- -- -- SPACE 24 25 GENERAL RECEPTACLES 500 12 1/20 X -- -- -- SPACE 26 27 GENERAL RECEPTACLES 500 12 1/20 X 1/20 12 360 GFI RECEPTACLES 28 29 TV 800 12 1/20 X 1/20 12 1500 GENERAL RECEPTACLES 30 31 SPACE — -- -- X 1/20 12 1260 GENERAL RECEPTACLES 32 33 WATER HEATER 750 12 2/20 X 1/20 12 1080 GENERAL RECEPTACLES 34 35 750 X 1/20 12 1000 GENERAL RECEPTACLES 36 37 RTU -1 3133 6 3/50 X 1/20 12 1000 GENERAL RECEPTACLES 38 39 3133 X 1/20 12 1000 GENERAL RECEPTACLES 40 41 3133 X -- — — SPACE 42 REMARKS TOTAL LOAD PHASE 'A' 11,108 1 - PROVIDE GFCI BREAKER TOTAL LOAD PHASE 'B' 11,703 2 - CIRCUIT VIA TIME CLOCK TOTAL LOAD PHASE 'C' 11,363 3 - CIRCUIT VIA CONTACTOR 4 - PROVIDE BREAKER AND FUSES PER EQUIPMENT TOTAL LOAD ALL PHASES 34,174 WATTS MANUFACTURERS RECOMMENDATION 95 AMPS 5 - PROVIDE H.A.C.R. BREAKER 6 - PROVIDE A LOCK -ON BREAKER NOTE: T.G.C. SHALL PROVIDE NEW BREAKERS, FEEDERS AND CONDUIT AS REQUIRED FOR NEW ELECTRICAL DEVICES. T.G.C. TO BALANCE ALL PHASES TO WITHIN 10 %. * VERIFY EXACT EXISTING CIRCUIT(S) NUMBER IN FIELD. SHOWN ON PANEL FOR LOAD PURPOSES ONLY. EL - CTRICAL LOA S..v VARY • • • • 120 VOLT CIRCUIT REFER TO RISER DIAGRAM FOR TIMECLOCK AND CONTACTORS LANDLORD SPECIFICATIONS OVERRIDE SWITCHES L____1 TIME CLOCK LIGHT SWITCHING DETAIL NOT TO SCALE SIGN LIGHTS (B15) • GENERAL LIGHTS (B3) OFFICE LIGHTS • (B5) • OFFICE LIGHTS (B • RECEPTION LIGHTS (09) Po RECEIVED APR 0 7 2006 PERMIT CENTEF Serenity Nail & Spa 1139 Southcenter Mall Tukwila, WA 98188 smith c*. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Architect Registration Issues and Revisions No. Date 1 03.31.08 6294 Project Number 02008018.00 Description PANELSCHEDULES Computer File CV/ 05- 2008—E2,DWG Scale AS NOTED Template 4.3 (120101) REGISTERED ARCHITECT KEI STATE OF WASHINGTON Issues By Check PERMIT KLS Project Name WESTFIELD SOUTHCENTER MALL All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ile. E -2 \EW PA \EL LOAD TYPE CONNECTED KW Service: 277/480 Volts 3 Phase 4 Wire Cabinets: Surface Mounted Mains: 200 Amp Main Circuit Breaker 125 Total Watts: 71,345 NEMA 1 REM CKT DESCRIPTION WATTS WIRE BKR A B C BKR WIRE WATTS DESCRIPTION CKT REM 120 1 VAV 1 2500 10 3/20 X 1 1/0 20,030 TRANSFORMER 2 208 4 3 2500 X 3/125 19,150 4 4 1.2 5 1.5 X 2500 17,165 6 1.25 1.7 7 VAV 2 2500 10 3/20 X -- -- — SPACE 8 35.5 KW = 98 6 AMPS © 120/208 SERVICE 4 9 2500 X -- -- — SPACE 10 11 2500 X -- -- — SPACE 12 13 GENERAL LIGHTING 1250 12 1/20 X -- -- -- SPACE 14 15 GENERAL LIGHTING 980 12 1/20 X -- — — SPACE 16 17 GENERAL LIGHTING 1345 12 1/20 X -- -- — SPACE 18 REMARKS TOTAL LOAD PHASE 'A' 25,030 1 - PROVIDE GFCI BREAKER TOTAL LOAD PHASE 'B' 24,150 2 - CIRCUIT VIA TIME CLOCK TOTAL LOAD PHASE 'C' 22,165 3 - CIRCUIT VIA CONTACTOR 4 - PROVIDE BREAKER AND FUSES PER EQUIPMENT TOTAL LOAD ALL PHASES 71,345 WATTS MANUFACTURERS RECOMMENDATION 86 AMPS 5 - PROVIDE H.A.C.R. BREAKER 6 - PROVIDE A LOCK -ON BREAKER NOTE: T.G.C. SHALL PROVIDE NEW BREAKERS, FEEDERS AND CONDUIT AS REQUIRED FOR NEW ELECTRICAL DEVICES. T.G.C. TO BALANCE ALL PHASES TO WITHIN 10 %. * VERIFY EXACT EXISTING CIRCUIT(S) NUMBER IN FIELD. SHOWN ON PANEL FOR LOAD PURPOSES ONLY. EL - CTRICAL LOA S..v VARY • • • • 120 VOLT CIRCUIT REFER TO RISER DIAGRAM FOR TIMECLOCK AND CONTACTORS LANDLORD SPECIFICATIONS OVERRIDE SWITCHES L____1 TIME CLOCK LIGHT SWITCHING DETAIL NOT TO SCALE SIGN LIGHTS (B15) • GENERAL LIGHTS (B3) OFFICE LIGHTS • (B5) • OFFICE LIGHTS (B • RECEPTION LIGHTS (09) Po RECEIVED APR 0 7 2006 PERMIT CENTEF Serenity Nail & Spa 1139 Southcenter Mall Tukwila, WA 98188 smith c*. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Architect Registration Issues and Revisions No. Date 1 03.31.08 6294 Project Number 02008018.00 Description PANELSCHEDULES Computer File CV/ 05- 2008—E2,DWG Scale AS NOTED Template 4.3 (120101) REGISTERED ARCHITECT KEI STATE OF WASHINGTON Issues By Check PERMIT KLS Project Name WESTFIELD SOUTHCENTER MALL All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ile. E -2 LOAD TYPE CONNECTED KW FACTOR DEMAND KW VOLTAGE PH LIGHTING 4.8 1.25 6.0 120 1 RECEPTACLES 15.8 1.00 12.9 120 1 WATER HEATER 1.5 1.00 1.5 208 1 MISCELLANEOUS N/A 1.00 N/A 120 1 SIGN 1.2 1.25 1.5 120 1 SUPPLEMENTAL HVAC 1.4 1.25 1.7 120 1 HVAC 9 + 25 OF LARGEST LOAD 11.9 208 3 TOTALS: 34.1 35.5 KW = 98 6 AMPS © 120/208 SERVICE EL - CTRICAL LOA S..v VARY • • • • 120 VOLT CIRCUIT REFER TO RISER DIAGRAM FOR TIMECLOCK AND CONTACTORS LANDLORD SPECIFICATIONS OVERRIDE SWITCHES L____1 TIME CLOCK LIGHT SWITCHING DETAIL NOT TO SCALE SIGN LIGHTS (B15) • GENERAL LIGHTS (B3) OFFICE LIGHTS • (B5) • OFFICE LIGHTS (B • RECEPTION LIGHTS (09) Po RECEIVED APR 0 7 2006 PERMIT CENTEF Serenity Nail & Spa 1139 Southcenter Mall Tukwila, WA 98188 smith c*. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Architect Registration Issues and Revisions No. Date 1 03.31.08 6294 Project Number 02008018.00 Description PANELSCHEDULES Computer File CV/ 05- 2008—E2,DWG Scale AS NOTED Template 4.3 (120101) REGISTERED ARCHITECT KEI STATE OF WASHINGTON Issues By Check PERMIT KLS Project Name WESTFIELD SOUTHCENTER MALL All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. IIc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ile. E -2 PART 1 - GENERAL 1.01 SCOPE OF WORK: FURNISH AND INSTALL ALL EQUIPMENT AND EQUIPMENT AND PROVIDE ALL LABOR, TOOLS, TRANSPORTATION, SUPERINTENDENT AND SERVICES REQUIRED AND NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS AND /OR SPECIFIED HEREIN. ALSO ARE INCLUDED ALL OTHER WORK AND MISCELLANEOUS ITEMS, NOT SPECIFICALLY MENTIONED BUT REASONABLY INFERRED FOR A COMPLETE INSTALLATION INCLUDING ALL ACCESSORIES AND APPURTENANCE REQUIRED FOR TESTING THE SYSTEM. IT IS THE INTENT OF THE DRAWING AND SPECIFICATIONS THAT ALL SYSTEMS BE COMPLETE AND READY FOR OPERATION. 1.02 REGULATORY REQUIREMENTS CODE COMPLIANCE IS MANDATORY. NOTHING IN THESE DRAWINGS AND SPECIFICATIONS PERMITS WORK AND NOT CONFORMING TO THESE CODES. WHERE WORK IS SHOWN TO EXCEED MINIMUM CODE REQUIREMENTS, COMPLY WITH DRAWINGS AND SPECIFICATIONS. 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 (OSH). 2. NFPA #70; NATIONAL ELECTRIC CODE (NEC). 3. NFPA #101: LIFE SAFELY CODE. 4, STATE FIRE MARSHAL. 5. LOCAL UTILITIES COMPANIES. 6. ALL LANDLORD GENERAL REQUIREMENTS FOR MALL. 1.03 LICENSE. FEES AND PERMITS: ELECTRICAL CONTRACTOR SHALL PAY FOR ALL LICENSES, PERMITS AND INSPECTION FEES REQUIRED BY THE AUTHORITY HAVING JURISDICTION AND SHALL ARRANGE FOR ALL REQUIRED INSPECTIONS. 1.04 SAFETY AND INDEMNITY: THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF 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 ENGINEERS OR THEIR CONSULTANTS, IS INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON, OR NEAR THE CONSTRUCTION SITE. 1.05 DRAWINGS AND SPECIFICATIONS: ALL DRAWINGS AND ALL DIVISIONS OF THESE SPECIFICATIONS SHALL BE CONSIDERED AS A WHOLE AND WORK OF THIS DIVISION SHOW ANYWHERE THEREIN SHALL BE FURNISHED UNDER THIS DIVISION. 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 CONDITIONS. NO EXTRA PAYMENT WILL BE ALLOWED FOR WORK REQUIRED BECAUSE OF THESE CONDITIONS, WHETHER SPECIFICALLY MENTIONED OR NOT. 1.06 CONDITIONS AT SITE: THE ELECTRICAL CONTRACTOR SHALL HAVE EXAMINED THE SITE AND FAMILIARIZED THEMSELVES WITH ALL DISCERNIBLE EXISTING CONDITIONS. NO EXTRA PAYMENT WILL BE ALLOWED FOR WORK REQUIRED BECAUSE OF THESE CONDITIONS SHALL BE INCLUDED IN THE BID. 1.07 WORKMANSHIP AND CONTRACTOR'S QUALIFICATIONS: ONLY QUALITY WORKMANSHIP WILL BE ACCEPTED. HAPHAZARD OR POOR INSTALLATION WILL BE CAUSE FOR REJECTION OF WORK. THE CONTRACTOR SHALL BE A LICENSED MASTERED ELECTRICIAN OF THE STATE IN WHICH THE JOB IS LOCATED. 1.08 SHOP DRAWINGS AND MATERIALS LISTS: SUBMIT TO OWNER IN A SINGLE PACKAGE SIX (6) COPIES OF COMPLETE SHOP DRAWINGS AND MATERIALS LISTS, AS NOTED BELOW, FOR REVIEW WITHIN FIFTEEN (15) DAYS AFTER AWARD OF CONTRACT. SUBMITTALS REQUIRED AS FOLLOWS: 1. WIRING DEVICES: SWITCHES, RECEPTACLES, DEVICE PLATES. 2. ENCLOSURES FOR UTILITY COMPANY METERING. 3. MAIN FUSED DISCONNECT SWITCH. 4. PANELBOARDS 5. DISCONNECT SWITCHES 6. LIGHT FIXTURES, LAMPS AND LIGHTING CONTROL EQUIPMENT. 1.09 SUBSTITUTIONS: ONE OF MORE MAKES OF MATERIALS OR METHODS MAY HAVE BEEN SPECIFIED TO ESTABLISH THE STANDARD OF QUALITY, WORKMANSHIP, FINISH AND DESIGN REQUIRED, BUT OTHER MATERIALS OR METHODS EQUAL IN QUALITY, WORKMANSHIP, FINISH, DESIGN, AND GUARANTEED PERFORMANCE, WILL BE ACCEPTED. HOWEVER, ALL CHANGES AND SUBSTITUTIONS SHALL BE REQUESTED IN LETTER FORM AND SHALL BE ACCOMPANIED WITH A STATEMENT OF THE AMOUNT OF MONEY TO BE RETURNED TO THE CONTRACT IF THE SUBSTITUTION IS PERMITTED. NO WORK INVOLVING MATERIALS SUBMITTED FOR SUBSTITUTION SHALL PROCEED UNTIL WRITTEN ACCEPTANCE IS RECEIVED FROM THE OWNER. THE OWNER IS THE SOLE JUDGE OF ACCEPTABILITY OF PREFERRED SUBSTITUTIONS. IF A SUBSTITUTION ITEM IS PERMITTED, AND ANY RE- DESIGN EFFORT IS THEREBY NECESSITATED, THE REQUIRED RE- DESIGN SHALL BE AT THE CONTRACTOR'S EXPENSE. 1.10 COORDINATION: COORDINATE WORK WITH OTHER TRADES TO AVOID CONFLICT AND TO PROVIDE CORRECT ROUGH -IN AND CONNECTION FOR EQUIPMENT FURNISHED UNDER OTHER TRADES THAT REQUIRED ELECTRICAL CONNECTIONS. INFORM CONTRACTORS OF OTHER TRADES THAT REQUIRE ACCESS TO AND CLEARANCES AROUND ELECTRICAL EQUIPMENT TO MAINTAIN SERVICE ABILITY AND CODE COMPLIANCE. 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 THE CONTRACTOR'S RISK AND EXPENSE. 1.11 CUTTING AND PATCHING: 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. 1.12 ACCEPTANCE DEMONSTRATION: UPON COMPLETION OF THE WORK, AT A TIME TO BE DESIGNATED BY THE OWNER, THE CONTRACTOR SHALL DEMONSTRATE FOR OWNER THE OPERATION OF THE ELECTRICAL INSTALLATION, INCLUDING ANY AND ALL SPECIAL ITEMS INSTALLED BY HIM OR INSTALLED UNDER HIS SUPERVISION. PROPERTY SET AUTOMATIC TIME SWITCHES TO PERFORM SWITCHING OPERATIONS IN ACCORDANCE WITH SCHEDULES PROVIDED BY THE OWNER'S REPRESENTATIVE, AND DEMONSTRATE (USING THE MANUFACTURER'S OPERATING INSTRUCTIONS) HOW TO OVERRIDE AND /OR TEST TIME SWITCHES PROGRAMMING. 1.13 RECORD DRAWINGS, EQUIPMENT DATA: 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 CONSTRUCTION. DELIVER COMPLETED DRAWINGS TO THE OWNER. DELIVER TO THE OWNER'S REPRESENTATIVE THREE COPIES OF DATA SHEETS OR OTHER CURRENT MANUFACTURERS PUBLICATIONS FOR EACH ITEM OF ELECTRICAL EQUIPMENT FURNISHED FOR THE PROJECT INCLUDING AT LEAST THESE DATA: 1. TECHNICAL DESCRIPTION AND REPLACEABLE PARTS LIST. 2. PHYSICAL DESCRIPTION AND INSTALLATION INSTRUCTIONS. 3. USER'S MANUAL AND OPERATING INSTRUCTIONS. 4. MANUFACTURER'S WARRANTY. 1.14 CLEANUP RID THE PREMISES OF SCRAP MATERIALS, TRASH AND DEBRIS BOTH DURING CONSTRUCTION AND AT COMPLETION OF THE PROJECT. LEAVE THE BUILDING AND SURROUNDING AREA IN A CLEAN AND ORDERLY CONDITION. 1.15 GUARANTEE: GUARANTEE THE INSTALLATION FREE FROM DEFECTS OF WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER DATE OF CERTIFICATION OF FINAL PAYMENT AND PROMPTLY REMEDY ANY DEFECTS DEVELOPING DURING THIS PERIOD, WITHOUT CHANGE. 1.16 TEMPORARY SERVICES: PROVIDE ADEQUATE AND SAFE TEMPORARY ELECTRICAL POWER AND LIGHTING THROUGHOUT THE CONSTRUCTION AND FINISHING OF THE PREMISES FOR BENEFICIAL OCCUPANCY. IN ADDITION TO SPECIAL OR UNUSUAL REQUIREMENTS, PROVIDE AT LEAST THESE ITEMS: 1. THREE 20 -AMP CIRCUITS FOR CONSTRUCTION POWER TOOLS. PROVIDE GFI TEMPORARY CIRCUITS WITH COVERPLATES TO MEET OSHA REQUIREMENTS. 2. THREE OR MORE LIGHT STRINGS SUSPENDED APPROXIMATELY ONE FOOT BELOW THE HEIGHT OF FINISH CEILING WITH LAMPS SPACED NOT MORE THAN TWELVE FEET ON CENTERS. STRINGS SHALL BE RUN THE LENGTH OF THE STORE SPACE PARALLEL TO THE DEMISING WALLS, WITH ONE STRING WITHIN EIGHT FEET OF EACH WALL AND ONE (OR MORE) INTERMEDIATE STRING(S) ARRANGED TO LIMIT THE SPACING BETWEEN ROWS TO SIXTEEN FEET OR LESS. 3. FLOOD LIGHTING AND TASK LIGHTING FOR PAINTING AND OTHER FINISH WORK. WHEN PERMANENT ELECTRICAL SERVICE IS OPERABLE, DISCONNECT AND REMOVE FROM THE PREMISES THE MATERIALS AND EQUIPMENT USED FOR TEMPORARY POWER AND LIGHTING, AND RESTORE MODIFICATIONS AND REPAIR DAMAGE CAUSED BY THE INSTALLATION, USE OR REMOVAL OF TEMPORARY SERVICE PROVISIONS. 1.17 OWNER - FURNISHED ITEMS: CONTRACTOR SHALL INSTALL, CONNECT AND COMPLETE THE FOLLOWING ITEMS FURNISHED BY THE OWNER AND SHALL PROVIDE WIRES, CABLES, CONNECTORS, PIGTAILS, CORDS AND CORD -CAPS, BOXES, CONDUIT, PLATES, SUPPORTS, AND. OPERATING TESTS TO MAKE COMPONENTS AND SYSTEMS OPERATE SATISFACTORILY. PROVIDE SYSTEMS DRAWING FROM THE MANUFACTURER THROUGH THE OWNER IN ORDER TO INSTALL COMPLETE OPERABLE SYSTEM. 1. MUSIC SOUND SYSTEM COMPONENTS. 2. ENTRY ALARM SYSTEM CONTROL PANEL AND CONTACTS /SECURITY SYSTEMS. PART 2 - PRODUCTS 2.01 MATERIAL APPROVAL 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. 2.02 CONDUITS AND OTHER RACEWAYS: A. RIGID STEEL: HOT- DIPPED GALVANIZED. B. INTERMEDIATE METAL CONDUIT (IMC): HOT- DIPPED GALVANIZED C. ELECTRICAL METALLIC TUBING (EMT): ELECTRO- GALVANIZED. D. WIREWAY CODE GAUGE STEEL, WITH KNOCKOUTS AND HINGED COVER, CORROSION RESISTANT GRAY BAKED ENAMEL FINISH. E. PROVIDE FITTINGS AND ACCESSORIES APPROVED FOR THE PURPOSE EQUAL IN ALL RESPECTS TO THE CONDUIT OR RACEWAY. EMT CONNECTORS AND COUPLINGS SHALL BE STEEL SETSCREW TYPE INDOORS AND STEEL COMPRESSION TYPE IN WET LOCATIONS AND OUTDOORS. 2.03 WIRES AND CABLES: D A. FOR POWER AND LIGHTING SYSTEM 600V OR LESS: 1. CONDUCTOR: MINIMUM SIZE #12 . A. #12 AND #10 AWG SOLID COPPER. B. #8 AWG AND LARGER SHALL BE STRANDED COPPER. 2. INSULATION TYPE: A. #12 TO #1 AWG: THWN FOR WET OR UNDERGROUND AND THWN FOR DRY LOCATIONS. B. #10 THROUGH #4/0 AWG: XHHW (55 MILS). C. #250 MCM AND LARGER XHHW (65 MILS). D. GROUNDING WIRE: TW. B. FOR SIGNAL AND COMMUNICATIONS CIRCUIT: 1. SPECIAL CABLES SHALL BE AS SPECIFIED ON DRAWINGS. 2. CONDUCTORS FOR GENERAL USE SHALL BE STRANDED COPPER CONDUCTOR, #16 AWG MINIMUM, WITH THWN INSULATION FOR UNDERGROUND OR WET LOCATIONS AND THHN INSULATION FOR DRY LOCATIONS. C. ACCEPTABLE PRODUCTS GENERAL ELECTRIC, ANACONDA, OKONITE, PARANITE OR TRIANGLE PRODUCTS CONFORMING OR EXCEEDING APPLICABLE IPCEA STANDARDS. 2.04 OUTLET BOXES, JUNCTION AND PULL BOXES: A. OUTLET BOXES: 4" SQUARE X 1 - 1/2" DEEP (OR LARGER) GALVANIZED SHEET STEEL KO -TYPE WITH PLASTER RING AND COVER FOR GENERAL INTERIOR USE AND CAST METAL TYPE FS OR FD WITH MATCHING SCREW COVERS FOR EXTERIOR AND EXPOSED INTERIOR LOCATIONS (GASKETED IN DAMP OR WET LOCATIONS). B. JUNCTION BOXES SHALL BE SAME AS OUTLET BOXES UP TO 42 CU. IN. AND CODE- GAUGE STEEL IN LARGER SIZES WITH SURFACE OR FLUSH -TYPE SCREW - MOUNTED TRIM COVERS, BOTH BOXES AND COVERS INHIBITOR- PRIMED AND PAINTED INSIDE OUT. C. PULL BOXES SHALL BE SAME AS JUNCTION BOXES UNLESS INDICATED OTHERWISE ON THE DRAWINGS, WITH COVERS. D. TELEPHONE OUTLET BOXES SHALL BE THE TYPE AND SIZE REQUIRED 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. E. ALL BOXES AND ASSOCIATED COMPONENTS SHALL BE STEEL CITY 683 SERIES, WITH P60 -3B COVERPLATE. 2.05 WIRING DEVICES AND PLATES: WIRING DEVICES AND PLATES SHALL BE HUBBELL. ARROW HART, GE OR P &S WITH HUBBELL NUMBERS USED TO SPECIFY TYPE USED. STANDARD DESIGN: A. SWITCH AND RECEPTACLES DEVICES SHALL BE IVORY EXCEPT WHEN THE DEVICE IS LOCATED ORE A PURPLE WALL, WHEN ON PURPLE WAIL DEVICE SHALL BE BLACK B. ISOLATED GROUND RECEPTACLES SHALL BE WHITE WITH ORANGE TRIANGLE AS REQUIRED PER NEC, MANUFACTURED BY LEVITON # 5362-IN OR APPROVED EQUAL. C. SWITCHES SHALL BE 20 AMP, 120/277 VOLT A.C. RATED SINGLE POLE SWITCHES SHALL BE #1221 AND 3 -WAY SWITCHES SHALL BE #1223. D. RECEPTACLES SHALL BE GROUNDING TYPE #5362. 2.06 CONDUIT HANGERS: FOR INDIVIDUAL CONDUIT RUNS NOT DIRECTLY FASTENED TO THE STRUCTURE, USE ROD HANGERS MANUFACTURED BY CADDY, UNISTRUT OR POWERSTRUT. FOR MULTIPLE CONDUIT RUNS, USE UNISTRUT OR POWERSTRUT TRAPEZE TYPE CONDUIT SUPPORT DESIGNED FOR MAXIMUM DEFLECTION NOT GREATER THAN 1/8" 2.07 WIRE CONNECTORS: FOR WIRE SIZES #8 AWG AND SMALLER INSULATED PRESSURE TYPE (WITH LIVE SPRING) RATED 105 DEGREES C. 600V, FOR BUILDING WIRING AND 1000W IN SIGNS OR FIXTURES, SCOTCHLOK OR IDEAL. FOR WIRE SIZE #6 AWG AND LARGER T & B OR EQUIVALENT COMPRESSION TYPE WITH 3M #33 OR PLYMOUTH "SLIPKNOT GRAY" TAPE INSULATION. 2.08 PANELBOARD: A. CONSTRUCTION: CABINETS SHALL BE OF CODE GAUGE, GALVANIZED STEEL, SURFACE OR FLUSH MOUNTED AS INDICATED. DOORS SHALL BE OF COLD - ROLLED STEEL WITH CONCEALED HINGES AND FLUSH CATCH AND LOCK. ALL PANELS SHALL BE KEYED ALIKE. PANELS LOCATED ADJACENT TO EACH OTHER SHALL HAVE IDENTICALLY SIZED ENCLOSURE AND TRIMS. MINIMUM PANEL WIDTH SHALL BE 20 ". FINISH EXPOSED PART WITH ONE COAT OF PRIMER AND ONE COAT OF LIGHT GRAY ENAMEL SUITABLE FOR OVER PAINTING IN FIELD IT DESIRED. B. BUS BARS: PROVIDE GROUND BLOCK WITH FULL COMPLEMENT OF TERMINALS IN ADDITION TO INSULATED NEUTRAL BUS. FUTURE BREAKER SPACES SHALL HAVE COMPLETE PROVISION INCLUDING BUSSES AIR CONNECTING HARDWARE. C. MANUFACTURER PANELBOARD SHALL IN GENERAL ELECTRIC TYPE AQ OR TYPE AE OR EQUIVALENT PRODUCTS OF CUTTER - HAMMER, SQUARE D, OR SIEMENS -ITE. D. CIRCUIT BREAKERS SHALL BE BOLT -ON, THERMAL - MAGNETIC, MOLDED CASE TYPE: U.L. LISTED FOR SWITCHING DUTY. BREAKERS SHALL HAVE ON OVER- CENTER TRIP FREE, TOGGLE TYPE HANDLE WITH QUICK -MAKE, QUICK -BREAK ACTION. 1. 120/208 VOLT PANELS: SHALL BE GENERAL ELECTRIC TYPE "0" LINE, BOLT -ON TYPE, WITH MINIMUM SYMMETRICAL INTERRUPTING CAPACITY AS SHOWN. NO SERIES RATING ALLOWED, 2. PROVIDE MULTI -POLE UNITS WITH COMMON TRIP ELEMENT. 3. CIRCUIT BREAKERS USED ON "ON -OFF" CONTROL OF FLUORESCENT LIGHTING (PANELBOARD SWITCHING) SHALL BE UNDERWRITERS - LABORATORIES LISTED AND MARKED "SWD" TO INDICATE THEIR SUITABILITY. E. IDENTIFICATION: PROVIDE SCREWED -ON (NO ADHESIVES) BAKELITE OR PHOTO- ETCHED METALLIC NAMEPLATE IDENTIFICATION AN 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. F. COMPLETE SHOP DRAWINGS ARE REQUIRED. SEE ARTICLE 1.08. 2.09 DRY TYPE TRANSFORMER: A. GENERAL: EQUIPMENT SHALL CONFORM TO OR EXCEED REQUIREMENTS OF NEMA, ANSI STANDARD C89.2 FOR DRY TYPE TRANSFORMERS FOR GENERAL APPLICATIONS. ACCEPTABLE PRODUCTS ARE THOSE OF GENERAL ELECTRIC COMPANYS "QHT" LINE OR EQUIVALENT SQUARE D, SIEMENS -ITE, OR CUTTLER - HAMMER. ELECTRICAL RATINGS: 1. PRIMARY WINDINGS VOLTAGE 480 VOLTS, 3- PHASE, DELTA. SECONDARY WINDING VOLTAGES 208Y/120 VOLTS, 3 -PHASE GROUNDED. FREQUENCY: 60 HZ. KVA RATING: AS SHOWN ON DRAWINGS. TOPS: SIX (6) 2.5% FULL CAPACITY TAPS, 2 ABOVE AND 4 BELOW, RATED VOLTAGE. IMPEDANCE: FOR TRANSFORMERS LARGER THAN 75 KVA, 4.5% MINIMUM, 5.75 MAXIMUM 2. WINDING TEMPERATURE RISE SHALL BE 150 DEGREES CENTIGRADE IN ACCORDANCE WITH UL SPECIFICATION ARTICLE 506. 3. TRANSFORMER SHALL BE CAPABLE OF OPERATING AT 100% OF NAMEPLATE RATING CONTINUOUSLY WHILE IN AN AMBIENT TEMPERATURE NOT EXCEEDING 40 DEGREES CENTIGRADE. 4. TRANSFORMER SHALL MEET THE DAILY OVERLOAD REQUIREMENTS OF ANSI STANDARD C57.96. C. VIBRATION ISOLATION, FACTORY- INSTALLED: PROVIDE NEOPRENE RUBBER PADS TO ISOLATE CORE AND COIL ASSEMBLY FROM TRANSFORMER ENCLOSURE. D. INSTALLATION: 1. ANCHOR TRANSFORMER SECURITY WITH MINIMUM 1/2" DIAMETER BOLTS. STRENGTH OF BOLTS USED TO SECURE THE TRANSFORMER SHALL BE SUFFICIENT TO RESIST SHEAR AND UPLIFT PRODUCED BY FORCE EQUAL TO 1/2 OF THE EQUIPMENT MASS APPLIED HORIZONTALLY AT ENTER OF GRAVITY. 2. PROVIDE 1 THICK HIGH RESILIENCY PADS TO ISOLATE TRANSFORMER FROM FLOOR OR PLATFORM. KORFUND "ELASTO RIB" OR EQUIVALENT. 3. USE FLEXIBLE CONDUITS AT LEAST 24" LONG FOR ELECTRICAL CONNECTIONS. 4. PROVIDE GROUNDING OF EACH TRANSFORMER SECONDARY INCLUDING ALL CONDUITS. WIRES, AND CONNECTORS IN ACCORDANCE WITH NEC 250 -26 AND ANY LOCAL ADDITIONAL REGULATIONS. 2.10 INDIVIDUALLY MOUNTED MOTOR CONTROLLER: A. FOR POLYPHASE .MOTORS: COMBINATION MOTOR CIRCUIT PROTECTOR AND MAGNETIC STARTER, WITH 3 -LEG OVERLOAD PROTECTION. PROVIDE TWO INTERLOCK CONTACTS OF THE INTERCHANGEABLE OPEN -CLOSE TYPE. PROVIDE HAND -OFF AUTOMATIC SELECTOR SWITCH, MOTOR RUNNING PILOT LIGHT AND RESET BUTTON IN COVER. CIRCUITS 300V AND OVER SHALL BE PROVIDED WITH INDIVIDUAL 120V CONTROL TRANSFORMERS. B. STARTERS FOR FRACTIONAL HORSEPOWER 120V MOTORS SHALL BE MANUAL TYPE UNLESS SHOWN OTHERWISE, EQUIPPED WITH BUILT -IN OVERLOAD PROTECTION. C. ACCEPTABLE MANUFACTURERS GENERAL ELECTRIC SIEMENS, SQUARE D, CUTTER - HAMMER, AND ALLEN BRADLEY. 2.11 LIGHTING A. LIGHTING TO BE PROVIDED BY OWNER. SUBCONTRACTORS TO INSTALL ALL FIXTURES COMPLETE, INCLUDING LAMPS AND BALLASTS, READY FOR SERVICE. 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 PLUMP REGARDLESS OF CEILING SLOPE. C. FIXTURE DESIGNATION: FIXTURE TYPES ARE DESIGNATED ON DRAWINGS, WHERE ONLY ONE FIXTURE DESIGNATION IS SHOWN, IT APPLIES TO ALL FIXTURES IN THAT ROOM OR AREA. FOR EXACT FIXTURE COUNT AND LOCATION REFER TO REFLECTED CEILING PLAN. D. WIRE 1 -LAMP AND 3 -LAMP FLUORESCENT FIXTURES IN TANDEM WHERE REQUIRED BY CODE. E. BALLASTS: ADVANCE, GE, OR APPROVED HIGH FREQUENCY ELECTRONIC, FULL LIGHT OUTPUT, ENERGY SAVING, CLASS "P ", HIGH POWER FACTOR. ETL CERTIFIED, SOUND RATING "A" OR AS INDICATED ON DRAWINGS. 2.12 MISCELLANEOUS MATERIALS: A: SAFETY SWITCHES: HEAVY DUTY TYPE, 600V, HORSEPOWER RATED FOR MOTORS, FUSED OR NON -FUSED AS REQUIRED. MOUNT IN ENCLOSURE WITH NEMA RATING AS REQUIRED FOR THE SPECIFIC APPLICATION GENERAL ELECTRIC, SQUARE OR CUTLER - HAMMER. PART 3 - EXECUTION 3.01 GENERAL A. ELECTRIC SYSTEM LAYOUTS INDICATED ON THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. GOVERN EXACT ROUTING OF CABLE AND WIRING AND THE LOCATIONS OF OUTLETS BY THE STRUCTURE AND EQUIPMENT SERVED. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS. B. CONSULT ALL OTHER DRAWINGS, VERIFY SCALES AND REPORT ANY DIMENSIONS, DISCREPANCIES OR OTHER CONFLICTS WITH OWNER BEFORE SUBMITTING BID. ' C. ALL HOME RUNS 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 COMMUNICATION SYSTEMS IN A SIMILAR MANNER. D. AVOID CUTTING AND BORING HOLES THROUGH STRUCTURE OR STRUCTURAL MEMBERS WHEREVER POSSIBLE. OBTAIN PRIOR APPROVAL OF OWNER AND CONFORM TO ALL STRUCTURAL REQUIREMENTS WHEN CUTTING OR BORING THE STRUCTURE IS NECESSARY AND PERMITTED. E. FURNISH AND INSTALL ALL NECESSARY HARDWARE, HANGERS, BLOCKING, BRACKETS, BRACING, RUNNERS, ETC. REQUIRED FOR EQUIPMENT SPECIFIED UNDER THIS SECTION. F. PROVIDE NECESSARY BACKING REQUIRED TO INSURE RIGID MOUNTING OF OUTLET BOXES. 3.02 WIRING METHODS: A. NO 'ROMEX' OR 'BX' WIRING IS PERMITTED - ALL ELECTRICAL WIRING MUST BE IN CONDUIT. 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 NOT SUBJECT TO MECHANICAL INJURY: EMC OR RIGID STEEL CONDUIT 2. UNDERGROUND: USE RIGID STEEL. C. USE FLEXIBLE CONDUITS IN THE FOLLOWING APPLICATIONS. 1. RECESSED LIGHTING FIXTURES. 2. MOTOR CONNECTIONS. 3. AT BUILDING JOINTS AND WET LOCATIONS, FLEXIBLE CONDUIT SHALL BE LIQUID TIGHT TYPE. D. LIGHT FIXTURES INSTALLED IN SHEETROCK CEILINGS MAY BE WIRED FROM FIXTURE TO FUTURE USING METAL CLAD (MC) CABLE. VERIFY THAT LIGHT FIXTURES ARE PROVIDED WITH JUNCTION BOXES APPROVED FOR THIS PURPOSE. MC TYPE CABLE TO MEET ANSI /NFPA 70 REQUIREMENTS. CABLE ARMOR TO BE INTERLOCKED STEEL METAL TAPE. MC TYPE CABLE MANUFACTURED BY AFC CABLE SYSTEMS, PIRELLI CABLE CORPORATION AND SOUTHWIRE COMPANY ARE APPROVED. MC CABLE SHALL NOT BE USED TO WIRE LIGHT FIXTURES INSTALLED IN LAY -IN OR EXPOSED CEILINGS, OR TO WIRE RECEPTACLES. 3.03 INSTALLATION OF CONDUITS: GENERAL: 1. RUN ALL CONDUIT CONCEALED UNLESS OTHERWISE NOTED OR SHOWN. 2. RUN ALL CONDUIT PARALLEL TO OR AT RIGHT ANGLES TO CENTER LINES OF COLUMNS END BEAMS. 3. CONDUITS ABOVE CEILINGS SHOULD NOT OBSTRUCT 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 UNDERWRITER'S LABORATORIES LISTED STEEL CONDUIT SUPPORTS AT INTERVALS REQUIRED BY THE NATIONAL ELECTRIC CODE. 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. DO NOT ATTACH ANY CONDUIT TO MECHANICAL DUCTS OR PIPES. 2. INDIVIDUAL CONDUITS 1/2" AND 3/4" SIZE FOR LIGHTING MAY BE SUPPORTED FROM CEILING 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 FAN PLENUM AND PORTION ATTACHED TO THE BUILDING TO MINIMIZE TRANSMISSION OF VIBRATION TO THE BUILDING STRUCTURE. C. CONDUIT PENETRATION: 1. PENETRATING FIRE RATED FLOOR OR WALL: INSTALL CONDUIT IN CONDUIT SLEEVE OR FRAMED OPENING. SEAL PENETRATION WITH FIRE RETARDANT SEALANT SPECIFIED HEREIN. 2. PENETRATING ROOF OR EXTERIOR WALL: AVOID PENETRATING ROOF OR EXTERIOR WALL WHERE POSSIBLE. WHERE PENETRATIONS ARE NECESSARY, BUILDING WEATHERPROOF INTEGRITY MUST BE PRESERVED. 3. PENETRATING SOUND INSULATED OR AIR PLENUM WALL: INSTALL CONDUIT IN CONDUIT SLEEVE AND SEAL PENETRATION AS DETAILED ON THE DRAWINGS. 4. PENETRATING NON -FIRE RATED DRY WALL: CONDUIT SLEEVES ARE NOT REQUIRED. PENETRATIONS MUST BE SEALED WITH PLASTER PRIOR TO PAINTING. PENETRATIONS MADE AFTER WALL FINISH IS APPLIED MUST BE AS SMALL AS POSSIBLE AND PROVIDED WITH ESCUTCHEONS, ONE ON EACH SIDE OF WALL. 5. PENETRATING SUSPENDED CEILING: CUT HOLE AS SMALL AS POSSIBLE TO PERMIT CONDUIT PENETRATION. PROVIDE ESCUTCHEON FOR EACH CONDUIT BELOW CEILING. 3.04 CONNECTIONS TO EQUIPMENT: A. GENERAL 1. FURNISH AND INSTALL REQUIRED POWER SUPPLY CONDUIT AND WIRING TO ALL EQUIPMENT. SEE BELOW FOR OTHER WIRING REQUIRED. 2. 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. 3. INSTALL ALL ROUGH -N WORK FOR EQUIPMENT FROM APPROVED SHOP DRAWINGS TO SUIT THE SPECIFIC REQUIREMENTS OF THE EQUIPMENT. 4. FURNISH AND INSTALL MANUAL THERMAL PROTECTION FOR ALL MOTORS NOT INTEGRALLY EQUIPPED WITH THERMAL PROTECTION. 5. FURNISH 120 VOLT POWER TO EACH CONTROL PANEL AND TIME SWITCH REQUIRING A SOURCE OF POWER TO OPERATE. 3.05 INSULATION OF WIRES: A. PULL NO WIRE INTO ANY PORTION OF THE CONDUIT SYSTEM UNTIL ALL CONSTRUCTION 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 WHERE REQUIRED SHALL BE MADE IN HANDHOLES, PULL BOXES OR JUNCTION 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 HEREIN BEFORE. D. 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 WHEN THE DEVICE IS NOT APPROVED FOR GROUNDING THROUGH THE MOUNTING SCREWS. E. PROVIDE BRADY WIRE MARKERS WHERE NUMBER OF CONDUCTORS IN A BOX EXCEEDS FOUR. F. MEGGER AND RECORD INSULATION RESISTANCE 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. 3.06 WIRE COLOR CODE: COLOR CODING SHALL BE CONTINUOUS FOR WIRE #12 THROUGH #10 AWG. PHASE CONDUCTORS #8 AND LARGER AND CONDUCTORS OF ANY SIZE IN CABLE ASSEMBLIES MAY HAVE COLORED PHASING TAPE AT TERMINATIONS. COLOR CODE WIRES AS FOLLOWS: VOLTAGE PHASE A PHASE B PHASE C NEUTRAL GROUND 120/208V BLACK RED BLUE WHITE GREEN 277/480V BROWN ORANGE YELLOW GRAY GREEN 3.07 IDENTIFICATION A. PROVIDE NAMEPLATES FAR SWITCHGEARS, PANELBOARD, AND ALL SIMILAR DEVICES. NAMEPLATES SHALL BE SCREWED (NO ADHESIVES) ENGRAVED BAKELITE OR PHOTO- ETCHED METALLIC NAMEPLATE IDENTIFICATION SHOWING PANEL DESIGNATORS, VOLTAGE AND PHASE IN MINIMUM 1/4" HIGH LETTERS. B. PROVIDE 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. EACH BOARD SHALL CONTAIN A METAL - FRAMED CIRCUIT DIRECTORY INSIDE COVER, WITH PLASTIC PROTECTOR. D. PANELBOARD SCHEDULE: AFTER COMPLETION OF WORK, PROVIDE TYPEWRITTEN UPDATED PANELBOARD SCHEDULES FOR ALL PANELBOARD. 3.08 GROUNDING A. ELECTRICAL SERVICE AND SEPARATELY DERIVED ALTERNATING CURRENT SYSTEMS SHALL BE GROUNDED IS ACCORDANCE WITH NEC ARTICLE 250-3 TO 250 -26, INCLUSIVE. B. GROUND NON- CURRENT CARRYING METAL PORTS 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, BLOCK INSULATION SHALL BE USED AND SUITABLY IDENTIFIED WITH GREEN TAPE AT EACH JUNCTION BOX OR DEVICE ENCLOSURE. END OF SECTION RECEI VEP APR 0 7 2008 PERMIT CENTS! Serenity Nail & Spa 1139 Southcenter Mall Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 Seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http : / /www.smithco.org / Consultant Consultant Registration Issues and Revisions No. Date 1 03.31.08 6294 Architect Registration Issues By Check PERMIT KLS Project Name WESTFIELD SOUTHCENTER MALL Project Number Description Computer File 02008018,00 CW05- 2008- E3,DWG Scale AS NOTED Template 4.3 (120101) I. POVAL f : U1RED All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any rrialft ,05 whatsoexer without the written permission of smith co. Ilc. 4i44, ELECTRICAL SPECIFICATI ❑NS E -3 SHEET METAL ����^�U�o� ��nm�~�~ N U���� 8��kQ� u"�. m �~�� 1. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL INTENT OF THE WORK, PROVIDE SHEET METAL SYSTEMS COMPLETE AND PER APPLICABLE CODES INCLUDING ALL NECESSARY OFFSETS FITTINGS, SPECIAL RADIUS OR MITERED ELBOWS WHICH ARE REQUIRED DUE TO SPACE CONSTRAINTS OR OTHER CONDITIONS, 2, CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER TRADES. VERIFY ALL CLEARANCES PRIOR TO THE FABRICATION OF ANY WORK, 3, SHALL NOT BE LOCATED OVER ELECTRICAL EQUIPMENT/PANELS, PROVIDE REQUIRED CLEARANCE IN FRONT OF ELECTRICAL EQUIPMENT. DUCTWORK SHALL NOT INTERFERE WITH ELECTRICAL EQUIPMENT CLEARANCE. 4.THE CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS SUPPORTING STEEL' ETC. FOR THE PROPER INSTALLATION OF ALL MECHANICAL SYSTEMS, 5, COORDINATE FLOOR, WALL, ROOF PENETRATIONS, LOUVER SIZES, PAD LOCATIONS, ETC, WITH ARCHITECTURAL TRADES, 6. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF GRILLES REGISTERS, AND DIFFUSERS, 7. INSTALL MANUAL VOLUME DAMPERS AT ALL SUPPLY AIR BRANCH DUCTS TO THE DIFFUSER, BRANCH RETURN AIR DUCT, EXHAUST AIR DUCT, AND OTHER LOCATIONS AS SHOWN ON PLANS. 8.PROVIDE FLEXIBLE CONNECTION AT DIFFUSER NECK, ALL FLEXIBLE DUCT SHALL BE INSULATED AND LIMITED TO 5'-O" IN LENGTH, 9, DUCTED EXHAUST AND RETURN GRILLES SHALL BE HARD CONNECTED. 10, COORDINATE AND PROVIDE ACCESS DOORS IN HARD CEILING AREAS FOR ACCESS TO TERMINAL UNITS, BALANCING DAMPERS, TERMINAL UNIT HEATING COIL PIPING, ETC. REFER TO ARCHITECTURAL DRAWINGS FUR CEILING TYPES, 11. CONTRACTORS SHALL VERIFY THERE ARE NO COMBUSTIBLES IN THE RETURN AIR PLENUM, IF COMBUSTIBLES ARE PRESENT CONTRACTOR SHALL COORDINATE WITH ARCHITECT/ENGINEER/OWNER'S REPRESENTATIVE COURSE OF ACTION (HARD DUCT RETURN SYSTEM OR ELIMINATE COMBUSTIBLES - FIREPROOF, WRAP, ETC.) 12,ALL SHEET METAL DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS. - a / NEW `--� '-' PHOVDE AND INSTALL NE DUCT SMOKE DETECTOR IN SA/RA DUCT AS REQUIRED BY LOCAL CO�E TO PROVIDE FAN SHUTDOWN ^ + 00 1. DUCT LINING IS NOT ALLOWED .' v . » MECHANICAL ��U �k �� ~ PLAN = � � SCALE:1/4 = 1'-O �MECHANICAL MECHANICAL NOTES NOTES WRAPPED 2. ALL SUPPLY AIR DUCTWORK SHALL BE WRAPPED WITH 1 ' INSULATION TO MATCH EXISTING. 5. PROVIDE BALANCING DAMPERS IN ALL BRANCH DUCTWORK AS REQUIRED FOR PROPER BALANCING OF THE SYSTEM, 7, EACH CONTRACTOR SHALL COORDINATE INSTALLATION OF HIS WORK WITH ALL OTHER TRADES TO AVOID CONFLICTS AND INTERFERENCES DURING CONSTRUCTION, 6. THE ENTIRE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF N.F.P.A, SMACNA, THE MICHIGAN MECHANICAL CODE, LOCAL ORDINANCE AND AUTHORITIES HAVING JURISDICTION, 8, CONTRACTOR SHALL NOT RUN ANY PVC, PLASTIC MATERIALS OR ANY OTHER COMBUSTIBLE MATERIAL INSIDE THE RETURN AIR PLENUM. 9, MECHANICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR PRIOR TO ANY EQUIPMENT PURCHASE. 10.TESTING & BALANCING - ENGAGE THE SERVICES OF AN INDEPENDENT CERTIFIED TEST AND BALANCE AGENCY THAT SPECIALIZED IN AND WHO'S BUSINESS IS LIMITED TO THE TESTING AND BALANCING OF HVAC SYSTEMS AND HYDRONIC SYSTEMS. THE AGENCY SELECTED SHALL BE CERTIFIED BY ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). AGENCY SHALL SUBMIT A COMPLETE REPORT BASED ON SMACNA 'BALANCING AND ADJUSTMENT MANUAL". THE HVAC SYSTEM SHALL BE TESTED AND BALANCED TO DEMONSTRATE THAT SPECIFIED CAPACITY AND PROPER CONTROL FUNCTIONING HAS BEEN ATTAINED. 11. START-UP FOR ALL EQUIPMENT SHALL BE CONDUCTED BY EACH MANUFACTURER'S START-UP REPRESENTATIVE, INCLUDE FINAL REPORT AND CERTIFICATE. PROVIDE OWNER'S MANUAL AND TRAINING FOR MAINTENANCE PERSONNEL FOR EACH TYPE OF EQUIPMENT. 12.ALL EQUIPMENT AND COMBUSTION VENT TERMINATION ETC, SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. VERIFY AND LOCATE EQUIPMENT BASED ON MANUFACTURERS RECOMMENDED CLEARANCES, 3, PROVIDE AND INSTALL FIRE DAMPERS WHERE DUCTS PENETRATE RATED CONSTRUCTION, ALL DUCTS PENETRATING SHAFTS (SMOKE BARRIERS) SHALL HAVE COMBINATION FIRE/SMOKE DAMPERS ACTIVATION OF DAMPER SHALL BE SIGNALED TO FIRE ALARM PANEL. 4. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, CORING AND PATCHING REQUIRED FOR PROPER INSTALLATION OF THE SYSTEM. 13.CONTRACTOR SHALL PROVIDE RETURN AIR TRANSFER DUCTWORK FOR ALL ROOMS WITH WALLS FROM FINISHED FLOOR TO BOTTOM OF DECK. COORDINATE \�ALL LOCATIONS WITH ARCHITECTURAL TRADES. • `-' ~° ° / / — GENERAL GENERAL �GENERAL NOTES NOTES . . ?..:r: o?..:r: . ' � 1. CONTRACTORS SHALL PROVIDE EQUIPMENT AND SPECIALTIES VI INDICATED HERE-IN TO PRODE A COMPLETE AND WORKING SYSTEM. 2. CONTRACTORS SHALL COMPLY WITH ALL LAWS, LOCAL ORDINANCES AND CODES OF THE STATE, FEDERAL AGENCIES AND MUNICIPALITY. CONTRACTORS SHALL SECURE AND PAY FOR ALL NECESSARY FEES AND PERMITS REQUIRED IN THE PERFORMANCE OF HIS WORK. ALL CUTTING AND PATCHING FOR NEW \WORK SHALL BE DONE BY THIS CONTRACTOR WITH THE APPROVAL OF THE OWNER'S REPRESENTATIVE. 3. CONTRACTOR SHALL VISIT THE SITE AND CHECK THE EXISTING CONDITIONS BEFORE SUBMISSION OF 8IDS, NO ALLOWANCE SHALL BE MADE IN BEHALF OF EXTRA EXPENSES DUE TO THE FAILURE TO MAKE SUCH AN EXAMINATION, 4. CONTRACTOR SHALL PROVIDE A COMPLETED OPERABLE SYSTEM AS HERE-IN DESCRIBED, IF THE DOCUMENTATION IS UNCLEAR OR INCOMPLETE TO THE CONTRACTOR HE SHALL SO STATE IN WRITING TO THE OWNER'S REPRESENTATIVE/ENGINEER AND REQUEST CLARIFICATION ON THOSE ITEMS REQUIRING CLARIFICATION, IF NO SUCH STATEMENT IS MADE IT SHALL BE PRESUMED THAT THE CONTRACTOR FULLY UNDERSTANDS THE INTENT OF A FUNCTION OF THE SYSTEM DESCRIBED. 5, ANY CLAIMS FOR ADDITIONAL SERVICES BASED UPON UNDERSTANDING OF THE SYSTEMS WILL NOT BE ALLOWED. CONTWACT DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO CONVEY THE SCOPE OF \WORK AND GENERAL ARRANGEMENT OF EQUIPMENT, DO NOT SCALE DRAWINGS, 6. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. CONTRACTOR SHALL SECURE FINAL OCCUPANCY INSPECTION AND SUBMIT CERTIFICATES TO THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL FURNISH THE OWNER WITH A WRITTEN GUARANTEE TO CORRECT ALL IMPERFECTIONS IN MATERIALS AND WORKMANSHIP, WHICH MAY DEVELOP IN THE SYSTEMS INSTALLED AND UNDER NORMAL USE FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE BY THE OWNER. 7. BASE BID FOR EQUIPMENT I3 TO BE UNITS SCHEDULED. PRICING USING ALTERNATE ACCEPTED AND LISTED MANUFACTURES SHALL STATE ALTERNATE MANUFACTURER AND MODEL NUMBER AS PART OF BID. VOLUNTARY ALTERNATES FOR EQUIPMENT NOT LISTED SHALL ONLY BE WITH WRITTEN ACCEPTANCE OF THE ENGINEER PRIOR TO BIDDING, VOLUNTARY ALTERNATES WILL NOT BE REVIEWED FOR ACCEPTANCE BY THE ENGINEER DURING THE 7 DAYS PRIOR TO BID DATE, 8. CONTRACTOR SHALL PROVIDE, STORE, PLACE AND INSTALL ALL NECESSARY EQUIPMENT REQUIRED, ALL EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND IN SUCH A MANNER AS TO FUNCTION IN ITS INTENDED USE. 8. CONTRACTOR SHALL SUBMIT SUBMITTALS FOR ALL EQUIPMENT AND MATERIALS FOR REVIEW PRIOR TO PURCHASE, 9. AFTER INSTALLATION IS COMPLETE, CONTRACTOR SHALL BE RESPONSIBLE FOR STARTUP, INSPECTORS' APPROVAL AND CLEAN UP. _-----'—'^ � .---.—'---.~ ------~-.-~--- +^ -''----- � 1 ����U�~���`N U���~U� � iL ��v�'n"� N D�^��,�~�� NO TEE �~ FMB CONTROLS SHALL MATCH MALL CONTROLS SYSTEM. CONTROLS CONTRACTOR SHALL TIE-INTO EXISTING CONTROLS FOR OPERATION. MECHANICAL KEYED ������~����" umu ����� K �~�w NOTES: �~��" (MECHANICAL KEYED NOTES APPLY TO THIS SHEET ONLY) 1 El � , CONNECT TO EXISTING SUPPLY AIR MAIN (VERIFY IN FIELD), CONNECT EXHAUST FROM TOILET EXHAUST FAN TO MALL EXHAUST DUCT MAIN (VERIFY IN FIELD). �����w����KnNN���������������N�����N � SYMBOL_ K������' � U��� 0���'����W��N ~ N ~��n�o�~n"��m" ���������" � � NOTE/ THE FOLLO\AING SYMBOLS SHALL BE AS INDICATED, UNLESS NOTED OTHERWISE ON PLANS. SD-1' 24"x24" SUPPLY DIFFUSER RG-1' 24"x24' RETURN GRILLE 0 THERMOSTAT �`uN DUCT FLEX CEILIN G MOUNTED INLINE EXHAUST FAN. for use o ""°� RCM =^ �w= ������� ���� or di �� ° �� �~� Fi Serenity — — ^ ^ ��~� Nail & m v� �� ����a n ���h Southcenter Mall Tukwila, mm � %� �U� n��e� 1139 nmn��nn �����K WA �y�� ����� �� n�� smith co . westlake ave. n. suite 210 sea�e,VV8sh|nOton 98109 200.838.5485 p .� 20613.4076 m 206.464.0700 f h8o��VVVVV.0[O�hOO.on/ Consultant Consultant Registration �muemand Rmv�kmm No. Date IPPPOVAL 1 O3.3 � Project Name File ts Project Number Description Computer Scale Template AS ��NOTE 02008018.00 O02008018.00 �D PERMIT T WESTFIELD SOUTHCENTER MALL MECHANICAL PLAN C\JM5-2008—M1.D\JG 4.3 17O1O1 / \ � \ ^~ ~ / All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of om�hco. ||o and were crmatmd, evolved, and developed f�r use on and in connection with the specified project. None of such �e muoh ideas, demQnm, arrangements or plans shall be used by or disclosed to any pmnsmn, firm, m. or corporation for any without the written perm�o�nofomUh co. Uc. 1 Architect Registration REGISTERED REGISTERED REGISTERED ARCHITECT ARCHITECT ms STATE OF WASHINGTON K| By Check �|� FAN POWERED VARIABLE AIR VOLUME BOX SCHEDULE MARK FMB -1 FMB -2 FMB -3 FMB -4 FMB -5 INLET SIZE 6 "0 8 "0 10"0 12 "0 14 "0 PRIMARY AIR CFM RANGE: MINIMUM 80 145 230 325 450 MAXIMUM 500 900 1400 2000 3000 DESIGN PRIMARY AIR FLOW (MAXIMUM COOLING CFM) SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN MINIMUM DESIGN PRIMARY AIR INLET S.P. (in. w.g.) 0.5" 0.5" 0.5" 0.5" 0.5" FAN DESIGN AIR FLOW (CFM) 300 500 700 950 1500 MINIMUM DOWNSTREAM S.P. (in. w.g.) (FAN S.P.) 0.5" 0.5" 0.5" 0.5" 0.5" NC DISCHARGE @ PRIMARY AIR A PS =1.5" 15 20 22 26 26 REHEAT COIL: TYPE ELECTRIC ELECTRIC ELECTRIC ELECTRIC ELECTRIC KW 3.0 5.0 10.0 15.0 15.0 VOLT /PHASE 277/10 277/10 480/30 480/30 480/30 ELECTRICAL DATA: HP 1/6 1/4 1/4 1/3 1/3 VOLT /PHASE 277/10 277/10 277/10 277/10 277/10 F.L.A. 0.8 1.4 1.4 3.0 3.0 BASED ON: MANUFACTURER TITUS TITUS TITUS TITUS TITUS ' DTFS DTFS SIZE B DTFS SIZE C DTFS SIZE C DTFS SIZE D DTFS SIZE D APPLICABLE NOTES 1,2,3,4,5,6,7 1,2,3,4,5,6,7 1,2,3,4,5,6,7 1,2,3,4,5,6,7 1,2,3,4,5,6,7 AIR DEVICE SCHEDULE MARK DESCRIPTION SIZE MAXIMUM CFM MAX. P.D. (in. w.g.) MAXIMUM NC LEVEL BASED ON APPLICABLE NOTES MANUFACTURER MODEL SD -1 SQUARE LOUVER FACED CEILING DIFFUSER 24 "x24" SEE CAPACITY SCHEDULE 0.1" 30 TITUS TMSA 1, 2, 3 SR -1 WALL AND /OR DUCT MOUNTED SUPPLY REGISTER, DOUBLE DEFLECTION SEE PLANS SEE PLANS 0.1" 30 TITUS 300RL 1, 3, 4 RG -1 EGGCRATE RETURN GRILLE SEE PLANS SEE PLANS 0.1" 30 TITUS 50F 1, 3, 4 EG -1 EGGCRATE EXHAUST GRILLE 12 "x12" SEE PLANS 0.1" 30 TITUS 50F 1, 2, 3, 4 FAN SCHEDULE MARK EF -1 SERVES RESTROOM LOCATION CEILING TYPE CEILING CFM 100 EXTERNAL STATIC PRESSURE (in. w.g.) Q.6" ELECTRICAL DATA: DRIVE DIRECT HP 80 WATTS VOLTS /PHASE 115/10 FAN RPM 950 BASED ON: MANUFACTURER GREENHECK MODEL SP -B110 APPLICABLE NOTES 1, 2 AIR DEVICE CAPACITY SCHEDULE MARK CFM RANGE FACE SIZE (inches) SR -1 (272 RL) 0 - 135 6 "x6" 136 - 240 10 "x6" 241 - 340 14 "x6" 341 - 450 18 "x6" 451 - 775 18 "x10" AIR DEVICE CAPACITY SCHEDULE MARK CFM RANGE NECK SIZE (inches) SD -1 0 - 250 8 "0 251 - 425 10 "0 426 - 700 12 "0 701 - 1000 14"0 AIR DEVICE NOTES: 1. DESIGN CFM AS NOTED ON PLANS. 2. SEE AIR DEVICE CAPACITY SCHEDULE FOR NECK SIZE. DUCT SIZE TO DIFFUSER/REGISTER /GRILLE SHALL BE EQUAL TO NECK NECK SIZE, UNLESS OTHERWISE NOTED. 3. PROVIDE MOUNTING FRAME AND BORDER STYLE TO ACCOMMODATE THE ARCHITECT'S REFLECTED CEILING PLAN AND /OR WALL CONSTRUCTION. 4. PROVIDE VOLUME DAMPER. 5. RETURN, EXHAUST, AND TRANSFER GRILLES SHALL BE 24 "x24 ", UNLESS OTHERWISE NOTED ON PLANS. FAN MIXING BOX PLAN INFORMATION: REHEAT COIL MAXIMUM DESIGN PRIMARY AIR CFM OTHERWISE NOTED MIN. STOP @ ( )% OF DESIGN PRIMARY AIR CFM «FAN MIXING BOXES ARE ALSO AVAILABLE IN 208 -240 VOLTS AND 277 VOLTS. THE FLA WILL CHANGE ACCORDINGLY. SEE CATALOG FOR CHANGES. »» 6. PROVIDE WITH MODULINEAR DIFFUSER PLENUM. 7. TRANSFER GRILLES ON PLANS INDICATED BY TG -1 (XX "0) SHALL BE PROVIDE WITH A RECTANGULAR TO ROUND NECK ADAPTER. 8. ALL AIR DEVICES SHALL HAVE OFF -WHITE FINISH UNLESS OTHERWISE NOTED. FAN MIXING BOX NOTES: 1. FURNISH WITH 1" THROWAWAY FILTERS, INTAKE PLENUM, HANGER RODS, AND SINGLE POINT POWER CONNECTION. 2. DESIGN PRIMARY COOLING AIR CFM MINIMUM STOP @ 33% OF DESIGN PRIMARY COOLING AIR, FOR ALL EXPOSURES OTHER THAN NORTH (USE 66% FOR NORTH). 3. PROVIDE DISCONNECTS. STARTER MOUNTED AT THE UNIT SUITABLE FOR THE MOTOR HORSEPOWER. 4. DDC BOX CONTROLLER TO BE FURNISHED BY T.C.C. TO THE BOX MANUFACTURER, TO BE INSTALLED AS FACTORY. FIELD CONTROL WIRING AND CONTROL TRANSFORMER BY T.C.C. 5. CONTRACTOR SHALL NUMBER ALL FAN MIXING BOXES, SO THAT EACH BOX HAS AN UNIQUE NUMBER. COORDINATE NUMBERING SYSTEM WITH ELECTRICAL TRADES. 6. FOR THOSE FMB BOXES, WHICH AT THIS TIME ARE NOT PROVIDED WITH THERMOSTAT LOCATIONS AND SUPPLY AIR DUCTWORK, PROVIDE 50' -0" OF CONTROL WIRING/TUBING AND THERMOSTAT COILED UP AT FMB BOX. 7. PROVIDE INLET AIR PROVING SWITCH TO PROTECT ELECTRICAL REHEAT COIL. FAN NOTES: 1. PROVIDE DISCONNECT. 2. PROVIDE THE FOLLOWING ACCESSORIES: A. DESIGNER GRILLE. B. BACKDRAFT DAMPER. C. MOUNTING BRACKETS. RECTANGULAR SUPPLY DUCT CEILING NOT TO SCALE 45" CLINCH COLLAR OR ROUND SPIN -IN FITTING CONNECTION WITH MANUAL VOLUME DAMPER AND LOCKING QUADRANT. (SEE PLAN) TRANSITION TO ROUND OR ROUND DUCT SAME AS DIFFUSER NECK UNLESS NOTED OTHERWISE. (SEE PLAN) J MAX. 5' -0" LONG (EXTENDED) ROUND FLEXIBLE DUCT CONNECTION SAME AS DIFFUSER NECK DIA. (1 -90° BEND. MAX.) CEILING DIFFUSER (SEE PLAN) STANDARD DIFFUSER AND DUCT CONNECTION DETAIL MANUAL AIR VOLUME DAMPER W/ LOCKING QUADRANT (TYPICAL) TRANSITION TO ROUND WHEN REQUIRED (SEE PLAN) 1 � CLAMP (TYP) Ir Serenity Nail & Spa 1139 Southcenter Mall Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 03.31.08 Project Name WESTFIELD SOUTHCENTER MALL Project Number Description RECEIVE APR 07 20118 PERMIT CEN r I Purpose whatsoever - F?e41 / 02006088.00 GENERAL INFORMATION Computer File CW05- 2008- T1.DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any without the written permission of smith co. IIc. M -2 6294 Architect Registration Issues By Check PERMIT KLS MECHANICAL SPECIFICATIONS 15010: GENERAL PROVISIONS: (THE WORD "CONTRACTOR" IN THIS ACTION SHALL REFER TO TENANTS PLUMBING, FIRE SPRINKLER AND HVAC MECHANICAL CONTRACTORS). A. GENERAL 1. THE GENERAL CONDITIONS OF THE CONTRACT, CURRENT EDITION PUBLISHED IN STANDARD FORM BY AMERICAN INSTITUTE OF ARCHITECTS, SHALL BE PART OF THIS CONTRACT. 2. THE ARTICLES CONTAINED IN THIS DIVISION AND IN ARCHITECTURAL SPECIFICATIONS MAY AMEND, MODIFY, SUPERSEDE, VOID OR SUPPLEMENT THE ARTICLES OF THE GENERAL CONDITIONS NOTED IN PARAGRAPH 15010(A) ABOVE, AND SHALL TAKE PRECEDENCE OVER THE PROVISIONS OF THE GENERAL CONDITIONS IN 15010(A). 3. THIS CONTRACTOR IS REFERRED TO THE ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS AND SPECIFICATIONS WHICH ARE HEREBY MADE PART OF THE CONTRACT. 4. THIS CONTRACTOR SHALL TAKE OUT ALL NECESSARY PERMITS, LICENSES AND CERTIFICATES AND PAY ALL FEES CONNECTED THEREWITH. 5. BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES, WITH ALL CONDITIONS SURROUNDING THE WORK PRIOR TO SUBMITTING THE BID. 6. DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW APPROXIMATE LOCATIONS UNLESS SPECIFICALLY DIMENSIONED. COORDINATE THE WORK WITH THE OTHER TRADES TO AVOID INTERFERENCE. SHOULD MECHANICAL WORK BE INSTALLED SUCH THAT IT INTERFERES WITH THE WORK OF OTHER CONTRACTORS, SUCH WORK SHALL BE REDONE AT NO ADDITIONAL COST TO TENANT. 7. AT THE COMPLETION OF THE WORK THIS CONTRACTOR SHALL REMOVE ALL RUBBISH, DIRT AND STAINS CAUSED BY HIS WORK AND SHALL THOROUGHLY CLEAN ALL MECHANICAL WORK INCLUDING EQUIPMENT, FIXTURES, DUCTWORK, PIPING, APPLIANCES, ETC. 8. THIS CONTRACTOR SHALL TOUCH UP OR REFINISH THE FACTORY FINISH OF EQUIPMENT MARRED DURING SHIPMENT OR INSTALLATION. 9. THIS CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR SUCH EQUIPMENT AND MATERIAL AS THE OWNER MAY REQUIRE FOR HIS REVIEW. THE OWNERS REVIEW MUST TAKE PLACE BEFORE CONSTRUCTION BEGINS. 10. "RECORD" DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR IF INSTALLATION DEVIATES FROM THE ORIGINAL LAYOUT. 11. MOTORS SHALL BE DESIGNED FOR SUPPLY VOLTAGES AS SCHEDULED AND SHALL COMPLY WITH AIEE AND NEMA REQUIREMENTS. PROVIDE ACROSS THE LINE STARTERS AN ALL MOTOR UNLESS NOTED OTHERWISE. MOTORS 1.0 HP AND LARGER SHALL BE HIGH EFFICIENCY. B. CODES ALL WORK SHALL CONFORM TO ALL NATIONAL, STATE, COUNTY, CITY, HEALTH AND SAFETY AND ENERGY CODES THAT APPLY, AS WELL AS WITH ALL LANDLORD CRITERIA. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED TO THE CONTRACTOR. C. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS WHERE TRADE NAMES AND MANUFACTURES ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. MANUFACTURES CONSIDERED AS AN EQUAL OR BETTER IN AT ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY CLIENT'S PROJECT MANAGER OR ENGINEER THROUGH SHOP DRAWING SUBMITTAL PROCESS FOR ACCEPTANCE PRIOR TO EQUIPMENT BEING ORDERED. IF THE MECHANICAL CONTRACTOR WISHES TO SUBMIT ON ALTERNATE EQUIPMENT, THE CONTRACTOR SHALL SUPPLY CUT SHEETS DESCRIBING DIMENSIONAL DATA, UNITS OPERATING WEIGHTS AND ELECTRICAL CHARACTERISTICS TO THE ENGINEER. IN ADDITION, CONTRACTOR WILL SUPPLY ENGINEER WITH COMPUTER GENERATED PERFORMANCE DATA FROM CONTRACTORS EQUIPMENT REPRESENTATIVE FOR ALTERNATE EQUIPMENT. PERFORMANCE DATA SHALL BE CALCULATED FROM DESIGN CONDITIONS LISTED ON THE EQUIPMENT SCHEDULES. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ADDITIONAL COSTS INCURRED BY OTHER CONTRACTORS AS A RESULT OF USING EQUIPMENT NOT SPECIFIED OR SCHEDULED. EXAMPLES WOULD BE LARGER WIRE OR CIRCUIT BREAKER SIZES OR ADDITIONAL STRUCTURAL SUPPORT. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTS EXPENSE. 15020 DEMOLITION: A. REMOVE ALL PIPING, DUCTWORK AND EQUIPMENT NOT BEING REUSED. PIPING AND ACCESSORIES ASSOCIATED WITH EQUIPMENT BEING REMOVED, BUT NOT NECESSARILY NOTED ON DRAWINGS, SHALL ALSO BE REMOVED. B. EQUIPMENT AND MATERIALS BEING REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER. THE OWNER SHALL INDICATE WHICH ITEMS IF ANY ARE TO BE RETAINED. ITEMS TO BE SALVAGED SHALL BE MOVED TO A STORAGE AREA THAT IS DESIGNATED BY THE OWNER. ALL OTHER MATERIALS AND EQUIPMENT, NOT WANTED BY THE OWNER, SHALL BE REMOVED FROM THE SITE AND BE PROPERLY DISPOSED OF. C. WHERE EXISTING WALLS, FLOORS OR OTHER PORTIONS OF THE BUILDING REQUIRE PATCHING AFTER REMOVAL OF MATERIAL OR EQUIPMENT, THE PATCHING SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR. D. NO ASBESTOS WORK OF ANY NATURE SHALL BE PERFORMED BY THE CONTRACTOR PURSUANT TO THIS CONTRACT. IF DURING THE CONSTRUCTION OF THIS PROJECT, WORK INVOLVING ASBESTOS IS SUSPECTED OR ENCOUNTERED, PROMPTLY NOTIFY THE OWNER, AND THE OWNER, WITH HIS OWN FORCES OR BY SEPARATE CONTRACT SHALL BE RESPONSIBLE FOR COMPLETE REMOVAL AND DISPOSITION OF THE ASBESTOS. IF THE CONTRACTOR CLAIMS THAT DELAY AND ADDITIONAL COST IS INVOLVED BECAUSE OF THIS ACTION, HE SHALL MAKE CLAIM AS PROVIDED ELSEWHERE IN THE CONTRACT DOCUMENTS. 15400 PLUMBING: (THE WORD CONTRACTOR IN THIS SECTION SHALL REFER TO TENANTS PLUMBING CONTRACTOR.) A. SCOPE UNLESS NOTED OTHERWISE, THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR THE INSTALLATION OF A COMPLETE AND TENANT ACCEPTABLE OPERATING PLUMBING SYSTEM HEREIN DESCRIBED INCLUDING: HOT AND COLD WATER SYSTEMS, CONNECTION TO EXISTING SANITARY SEWER SYSTEMS, PLUMBING FIXTURES, MISCELLANEOUS PLUMBING AND INSULATION. B. MATERIALS UNDERGROUND SANITARY SEWER AND VENT PIPING: BELL AND SPIGOT COST IRON WITH LEAD AND OAKUM OR NEOPRENE COMPRESSION JOINTS OR HUBLESS CAST IRON WITH TYPE MG CAST IRON COUPLINGS. STAINLESS STEEL BONDS ARE ACCEPTABLE IF COATED WITH BITUMASTIC. ABOVE GROUND SANITARY SEWER AND VENT PIPING: BELL AND SPIGOT CAST IRON WITH LEAD AND OAKUM OR NEOPRENE COMPRESSION JOINTS: OR HUBLESS CAST IRON PIPE AND JOINTING SYSTEM EXCEPT THAT TYPE MG CAST COUPLINGS SHALL BE USED FOE STOCKS MANE THAN 25 FT. HIGH. VENT PIPING MAY ALSO BE SCHEDULE 40 GALVANIZED STEEL WITH CAST IRON SCREWED DRAINAGE FITTINGS. VENT PIPING PASSING THROUGH ROOF: CAST IRON WITH NOT LESS THAN 12" PROJECTION ABOVE ROOF WITH APPROVED FROST JACKETS. WATER PIPING — TYPE L HARD COPPER WITH WROUGHT COPPER FITTINGS AND SHUT —OFF VALVE AT EACH FIXTURE. PIPING OF DISSIMILAR METALS MUST BE DIELECTRIC ALLY ISOLATED. CONDENSATE DRAIN PIPING: SAME AS WATER PIPING. PIPE HANGERS: CONFORM TO ANSI /MSS SP58. CONSTRUCT HANGERS OF CORROSION RESISTANT GALVANIZED STEEL (MICHIGAN #100), EXCEPT PROVIDE COPPER PLATED HANGERS SUPPORTING COPPER PIPING (MICHIGAN #100). SPACE HANGERS AS REQUIRED BY CODE, WITH A MINIMUM OF ONE HANGER PER PIPE JOIST. SUPPORT HANGER FROM TOP OF STRUCTURAL MEMBER. DO NOT SUPPORT FROM ROOF DECK OR OTHER EQUIPMENT. VERTICAL PIPING SHALL BE SUPPORTED WITH STANDOUT HANGERS AT EACH JOINT AND RISER CLAMPS AT FLOOR AND ROOF. SMALL PIPING (3/4" OR LESS) IN WALLS MAY BE SUPPORTED FROM METAL WASTE OR VENT PIPING USING WEJ —IT "ADJUSTABLE SPACER SYSTEM" COMPONENTS. C. TESTING TEST ALL PLUMBING PIPES AS REQUIRED BY STATE, CITY OR LOCAL CODES AND ORDINANCES. TESTS SHALL BE MADE IN THE PRESENCE OF THE PROPER INSPECTION AUTHORITIES, AUTHORIZED REPRESENTATIVE OF TENANTS ARCHITECT AND /OR THE LANDLORD'S ARCHITECT. FURNISH ALL NECESSARY TEST CERTIFICATES TO THE ARCHITECT. D. DISINFECTING WATER PIPES DISINFECT THE ENTIRE WATER SUPPLY SYSTEM, FILLING WITH A SOLUTION OF 50 PPM OF AVAILABLE CHLORINE AND ALLOW TO STAND SIX HOURS BEFORE FLUSHING AND RETURNING TO SERVICE. E. PIPING INSULATION: EDIT FOR THICKNESS REQUIRED. INSULATE DOMESTIC HOT WATER, COLD WATER AND CONDENSATE PIPING WITH 1/2" FIBERGLASS, WITH ALL PURPOSE JACKET: SEAL ALL JOINTS. INSULATE FITTINGS WITH MITERED SEGMENTS AND VAPOR SEALS, INSULATE ALL EXPOSED WASTE AND WATER PIPING ON HANDICAP FIXTURES USING TRUBRO KIT NO. 102W WITH ACCESSORY NO. 105, OR APPROVED EQUAL. F. CUTTING AND PATCHING THIS CONTRACTOR SHALL DO ALL CUTTING AND PATCHING REQUIRED TO INSTALL ANY PORTION OF THIS WORK. PATCH WITH NEW MATERIALS OF THE SAME TYPE THAT WAS REMOVED. REFINISH PATCHED SURFACE TO MATCH EXISTING ADJACENT SURFACES. ALL ROOF PENETRATION BY LANDLORD'S ROOF CONTRACTOR AT FIFE CONTRACTOR'S EXPENSE. G. SANITARY SEWAGE CONNECT NEW WASTE PIPING TO EXISTING SANITARY WASTE AT THE APPROXIMATE LOCATION SHOWN. VERIFY EXACT LOCATION AND INVERT ELEVATION BEFORE COMMENCING WORK. H. COLD WATER SERVICE FURNISH AND INSTALL NEW COLD WATER PIPING FROM EXISTING PIPING TO, AND INCLUDING CONNECTION TO, NEW PLUMBING FIXTURES AND HOT WATER HEATER AS SHOWN ON PLANS. I. DOMESTIC HOT WATER FURNISH AND INSTALL ONE (I) A.O. SMITH ELSF -10 OR EQUAL GLASS LINED ELECTRIC WATER HEATER HAVING ONE 3000 WATT ELEMENT COMPLETE WITH SAFETY CONTROLS, AN ASME LABELED TEMPERATURE AND PRESSURE RELIEF VALVE PIPED AS INDICATED ON PLANS AND TWO (2) SHUT —OFF VALVES. VERIFY VOLTAGE WITH ELECTRICAL CONTRACTOR BEFORE ORDERING. OPERATING WEIGHT 80 LBS. FURNISH AND INSTALL ONE (1) AMITROL, THERMAL EXPANSION TACK. 2 GALLON CAPACITY MODEL: THERM —X— TROL —ST -5. J. GAS PIPING FURNISH AND METAL A COMPLETE GAS PIPING SYSTEM AS SHOWN ON PLANS. GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40. ASTM A -120, WITH MALLEABLE THREADED FITTINGS FOR 2" AND SMALLER, AND WITH STANDARD BUTT— WELDED JOINTS FOR 2 -1/2" AND LARGER. FURNISH AND INSTALL A GAS COCK, DIRT LEG, AND UNION CONNECTION TO EACH PIECE OF EQUIPMENT. PAINT ALL PIPING EXPOSED ON ROOFTOP WITH RUST — INHIBITING PAINT. PITCH PIPING AT A UNIFORM GRADE OF 1/4" IN 15 FEET UPWARD IN DIRECTION OF FLOW. SUPPORT PIPING EVERY 5 FEET MIN. SUPPORT AS REQUIRED BY LANDLORD CRITERIA OR BY STANDARD INDUSTRY PRACTICE, IF LANDLORD HAS NO REQUIREMENTS. TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE NPFA 54 CODES. CONTACT AND COORDINATE GAS SERVICE, METER AND REGULATOR REQUIREMENTS WITH THE LOCAL GAS UTILITY COMPANY AND THE MALL'S OPERATIONS MANAGER. INCLUDE INSTALLATION COST OF GAS METER AND REGULATOR IN BID IF NOT PROVIDED BY UTILITY COMPANY. K. MISCELLANEOUS PWMBING ACCESSORIES BACKFLOW PREVENTER: FURNISH AND INSTALL WATTS SERIES 7, OR APPROVED EQUAL BACKFLOW PREVENTER WHERE SHOWN ON DRAWING. 15030 FIRE SPRINKLERS: A. SYSTEMS THE FIRE SPRINKLER SYSTEM AND HEAD LOCATIONS SHALL BE PER TENANTS FIXTURES, PARTITIONS, SOFFITS, DROPS, CEILING HEIGHTS, ETC. SPRINKLER SYSTEM TO INCLUDE DROPS, HEADS AND FACILITIES FOR PROPER DRAINAGE. DESIGN WET SPRINKLER SYSTEM FOR ORDINARY HAZARD GROUP 2 PER LATEST EDITION OF NFPA 13. THE SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED BY A LICENSED FIRE PROTECTION CONTRACTOR IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE LANDLORD, LANDLORD'S FIRE INSURANCE UNDERWRITER, AND ALL GOVERNMENTAL AGENCIES AND AUTHORITIES HAVING JURISDICTION OVER THE PREMISES. COMPREHENSIVE SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED BY THE CONTRACTOR FOR THE APPROVAL BY THE OWNER LANDLORD. LANDLORDS FIRE INSURANCE UNDERWRITER, AND THE FIRE RATING INSPECTION BUREAU (FACTORY MUTUAL). SPRINKLER SHOP DRAWINGS SHALL BE SUBMITTED TO THE LOCAL FIRE MARSHALL'S OFFICE AND RECEIVE THEIR APPROVAL BEFORE ANY INSTALLATION CAN BEGIN. APPROVED DRAWINGS MUST BE AT THE JOB SITE DURING CONSTRUCTION. AFTER RECEIPT OF APPROVAL AND BEFORE PROCEEDING WITH ANY INSTALLATION WORK. TENANT SHALL FORWARD TWO (2) SPRINKLER SHOP DRAWING BLUELINE PRINTS BEARING THE FIRE INSURANCE UNDERWRITERS STAMP OF APPROVAL TO THE LANDLORD FOR HIS RECORDS. SPRINKLER HEADS LOCATED AT THE STOREFRONT, IN SHOWCASE WINDOWS AND IN HARD SURFACE CEILINGS MUST BE CONCEALED TYPE. HEADS LOCATED IN ACOUSTIC CEILING MAY BE SEMI— RECESSED TYPE. SURFACE MOUNTED HEADS ARE PERMITTED IN NON— CUSTOMER AREAS ONLY. UNLESS OTHERWISE NOTED, ALL FIRE PROTECTION SPRINKLER HEADS SHALL BE QUICK RESPONSE (QR) TYPE. SPRINKLER HEAD TYPES SHALL BE AS FOLLOWS: ALL SPRINKLER HEADS IN AREAS WITH FINISHED CEILINGS TO BE RELIABLE MODEL G4QR CONCEALED PENDANT WITH STANDARD WHITE FINISH. ALL SPRINKLER HEADS IN AREAS WITH UNFINISHED CEILING TO BE RELIABLE MODEL F1FR UPRIGHT WITH CHROME FINISH. SPRINKLER IN TOILET ROOMS, OFFICE AND NON— CUSTOMER AREAS WITH FINISHED CEILING TO BE RELIABLE MODEL F1FR SEMI — RECESSED PENDANT TYPE. VERIFY TYPES AND FINISHES WITH ARCHITECT. SHUT DOWN OF LANDLORD'S SPRINKLER MAIN SHALL BE ONLY DONE ON A SCHEDULE ESTABLISHED BY LANDLORD. ANY DAMAGE CAUSED BY THIS CONTRACTOR TO LANDLORD'S SPRINKLER SYSTEM WILL BE REPAIRED BY LANDLORDS CONTRACTOR AT THIS CONTRACTORS EXPENSE. THE SPRINKLER SYSTEM SHALL BE TESTED AT WATER PRESSURE OF 200 PSIG FOR A PERIOD OF TWO (2) HOURS IN THE PRESENCE OF LANDLORDS REPRESENTATIVE OR AS REQUIRED BY LANDLORD. SPRINKLER PIPING SHALL BE SCHEDULE 10 AND SCHEDULE 40 BLOCK STEEL. HANGERS SHALL BE AS REQUIRED BY NFPA 13. UPON COMPLETION OF THE SYSTEM AND ON POSSESSION OF PREMISES, SUBMIT A WRITTEN CERTIFICATE TO LANDLORD FROM THE UNDERWRITER STATING THAT THE SYSTEM WAS INSPECTED AND APPROVED. 15040 HEATING, VENTING AND AIR CONDITIONING: (THE WORD CONTRACTOR IN THIS SECTION SHALL REFER TO TENANT MECHANICAL CONTRACTOR). A. SCOPE UNLESS STATED OTHERWISE, THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR THE INSULATION OF A COMPLETE AND TENANT ACCEPTABLE OPERATING HEATING AND AIR CONDITIONING SYSTEM HEREIN DESCRIBED, AND AS SHOWN ON PLANS. THE SPACE IN GENERAL SHALL BE HEATED AND COOLED BY MEANS OF A PACKAGED ROOFTOP AIR CONDITIONING UNIT(S) WITH GAS HEAT AND UTILIZING A DX COIL AND PACKAGED AIR COOLED CONDENSING COMPRESSING UNIT(S) FOR COOLING. B. ROOFTOP AIR CONDITIONING UNIT(S) PROVIDE CARRIER, TRANE, OR APPROVED EQUAL ROOFTOP AIR CONDITIONING UNIT(S) AS SCHEDULED ON THE DRAWINGS. UNIT(S) SHALL BE COMPLETE WITH BELT — DRIVEN FAN, ADJUSTABLE DRIVE, INTERNALLY INSULATED HOUSING, DIRECT EXPANSION COOLING COIL, GAS HEAT, COMPRESSOR, AIR COATED CONDENSER, DRIP PAN, FILTER SECTION WITH THROWAWAY PLEATED FILTERS, INTERNAL VIBRATION ISOLATORS, AND 14" HIGH ROOF CURB. FURNISH UNIT(S) WITH ADDITIONAL ACCESSORIES AS SCHEDULED ON THE DRAWINGS. VERIFY OPERATING VOLTAGE WITH ELECTRICAL CONTRACTOR BEFORE ORDERING. C. CONTROLS PROVIDE ALL CONTROLS, WIRING, SENSORS, RELAYS. ETC. FOR A COMPLETE OPERATING SYSTEM THAT IS COMPATIBLE WITH INSTALLED EQUIPMENT ARID ALL LANDLORD REQUIREMENTS, INCLUDING EMERGENCY SHUTDOWN OF HVAC EQUIPMENT, UNLESS NOTED OTHERWISE. PROVIDE MULTI —STAGE HEAT /COOLED PROGRAMMABLE THERMOSTAT COMPATIBLE WITH INSTALLED EQUIPMENT AND LANDLORDS SYSTEM. THERMOSTAT SHALL BE HONEYWELL T -7300 OR EQUIVALENT PRODUCT FURNISHED BY THE MANUFACTURER OF THE INSTALLED EQUIPMENT. THERMOSTAT SHALL BE MOUNTED 5' -6" ABOVE FINISHED FLOOR, UNLESS NOTED OTHERWISE ON THE DRAWINGS. D. SEQUENCE OF OPERATION OCCUPIED HOURS: SUPPLY FAN SHALL OPERATE CONTINUOUSLY AND THE OUTSIDE AIR DAMPER SHALL BE OPEN TO THE MINIMUM POSITION. DX COIL OR GAS SHALL CYCLE TO MAINTAIN SPACE TEMPERATURE SETPOINT. UNOCCUPIED HOURS: OUTSIDE AIR DAMPER SHALL BE CLOSED. SUPPLY FAN AND CONDENSING UNIT OR ELECTRIC HEATING SHALL CYCLE TO MAINTAIN SPACE TEMPERATURE SETPOINT. ECONOMIZER MODE: DIFFERENTIAL ENTHALPY CONTROLLED ECONOMIZER SHALL ACTIVATE WHENEVER THE OUTSIDE AIR ENTHALPY IS LOWER THAN THE ENTHALPY CONTROL SETTING. ECONOMIZE, DAMPERS SHALL MODULATE TO FULL OPEN POSITION, AS REQUIRED, TO MAINTAIN DISCHARGE AIR TEMPERATURE BETWEEN 52 AND 58 DEGREES FAHRENHEIT. MECHANICAL COOLING /HEATING SHALL BE LOCKED OUT OF ECONOMIZER MODE. WHEN THE SPACE TEMPERATURE SETPOINT IS SATISFIED, THE DAMPER SHALL RETURN TO THE MINIMUM OUTSIDE AIR POSITION DURING OCCUPIED MODE AND CLOSE COMPLETELY DURING UNOCCUPIED MODE. SMOKE ALARM MODE: UPON A SIGNAL FROM THE DUCT SMOKE DETECTORS OR ZONE SMOKE EXHAUST /FIRE ALARM SYSTEM, UNIT(S) SHALL SHUT DOWN, AND THE OUTSIDE AIR DAMPER SHALL CLOSE. E. CUTTING AND PATCHING THIS CONTRACTOR SHALL DO ALL CUTTING AND PATCHING REQUIRED TO INSTALL ANY PORTION OF THIS WORK. PATCH NEW MATERIALS OF THE SAME TYPE THAT WAS REMOVED. REFINISH PATCHED SURFACE TO MATCH EXISTING ADJACENT SURFACES. ALL ROOF PENETRATIONS BY LANDLORD ROOF CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. F. DUCTWORK CONSTRUCT ALL LOW VELOCITY DUCTWORK OF APPROPRIATE GAUGE SHEET METAL FOR INDICATED SIZES IN ACCORDANCE WITH SMACNA STANDARDS. ROUTE DUCTWORK SUBSTANTIALLY AS SHOWN ON THE CONTRACT DOCUMENTS. ALL BENDS AND CURVES SHALL BE LONG RADIUS. SEAL ALL DUCTWORK IN ACCORDANCE WITH SMACNA STANDARDS: ABOVE 2" W.G. STATIC PRESSURE — SEAL CLASS "A" BETWEEN 1" AND 2" W.G. — SEAL CLASS "B" LESS THAN 1" W.G. — SEAL CLASS "C" DUCT SIZES SHOWN ON DRAWINGS OR INSIDE DIMENSIONS. INSTALL RIGID ALL METAL DUCT SUPPORT SYSTEMS AS INDICATED IN SMACNA STANDARD. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET OF EACH ELBOW AND WITHIN 4 FEET OF EACH BRANCH INTERSECTION USING STRAP HANGERS ON EACH SIDE OF FITTING. SUPPORT VERTICAL DUCTS AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH FLOOR. NO WOOD SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. FLEXIBLE DUCTWORK SHALL BE WIREMOLD WCK OR WK. THERMAFLEX M —KE. FLEXMASTER 3M OR NORFLEX NT -25M. MAXIMUM FLEXIBLE DUCT LENGTHS SHALL BE 5 FT. FLEXIBLE DUCTWORK SHALL BE EXTERNALLY INSULATED WITH UL LISTED 1" FLEXIBLE FIBERGLASS AND NON — COMBUSTIBLE VAPOR BARRIER . INSTALL ADJUSTABLE QUADRANT DAMPERS IN ALL BRANCH DUCTS, AND AS REQUIRED TO BALANCE THE AIR SYSTEM. G. BALANCING AIR SYSTEMS TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE MADE BY AN INDEPENDENT CONTRACTOR WHO A IS CURRENTLY LICENSED ASSOCIATED AIR BALANCING COUNCIL (AACD) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) BALANCING CONTRACTOR. THE MECHANICAL CONTRACTOR CAN NOT BE USED TO BALANCE THE SYSTEM. ALL BALANCING WORK MUST BE COMPLETE AND DONE IN ACCORDANCE WITH THE MOST RECENT STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS FOR TESTING AND BALANCING SHALL BE BY THE GENERAL CONTRACTOR. THE HVAC CONTRACTOR SHALL BE PRESENT FOR THE AIR BALANCE TO VERIFY ACCESSIBILITY TO ALL DEVICES, VERIFY ALL OPERATING SEQUENCES. THE MECHANICAL CONTRACTOR SHALL REMOVE AIR FILTER USED DURING CONSTRUCTION AND INSTALL NEW FILTERS IN ALL UNITS JUST PRIOR TO THE AIR BALANCE WORK BEING DONE. THE COMPLETE AIR BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS IN MINIMUM POSITION, EXCEPT AS NOTED OTHERWISE. HVAC CONTRACTOR SHALL ALSO INSTALL A NEW SET OF FILTERS AT THE TIME OF PROJECT TURNOVER. ALL CONTROL SEQUENCES SHALL BE TESTED AND CORRECTED /ADJUSTED AS REQUIRED FOR CORRECT OPERATION AS SPECIFIED (INTERLOCKED EQUIPMENT SMOKE DETECTORS, SMOKE EVACUATION, ECONOMIZER. ETC.) AND OPERATING STATUS RECORDED IN THE REPORT. G.C. TO PROVIDE A COPY OF THE FIND BALANCING REPORT TO LANDLORD, TENANT, CODE OFFICIALS (IF REQUIRED) AND 3 COPIES TO THE ENGINEER. NO OTHER BALANCE REPORTS WILL BE REVIEWED OR ACCEPTED. H. START UP OF SYSTEMS. GUARANTEE AND INSTRUCTIONS THIS CONTRACTOR SHALL GUARANTEE AND MAINTAIN THE STABILITY OF ALL WORK AND MATERIALS FOR A PERIOD OF ONE (I) YEAR AFTER THE FINAL PAYMENT FOR COMPLETION OF THE WORK AS EVIDENCED BY FINAL APPROVAL OF TENANT'S ARCHITECT. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE— MENTIONED PERIOD MUST BE IMMEDIATELY CORRECTED BY THIS CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF TENANT'S ARCHITECT AND ENGINEERS. SUCH RECONSTRUCTION AND REPAIRS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR FURNISHINGS OF THE BUILDING RESULTING FROM THE ORIGINAL DETECTOR REPAIRS THERETO. TENANTS DESIGNATED OPERATING PERSONNEL SHALL BE FULLY INSTRUCTED BY THIS CONTRACTOR IN THE OPERATION OF EACH MECHANICAL SYSTEM AT THE TIME IT IS BEING PUT IN SERVICE. ASSEMBLE IN PORTFOLIO FORM AND DELIVER TO TENANT BEFORE FINAL PAYMENT IS MADE FOUR (4) COMBINED SETS OF SHOP DRAWINGS, MANUFACTURERS BULLETINS OR OTHER DATA AS REQUIRED COVERING THE CARE, MAINTENANCE, AND OPERATION OF EACH PIECE OF EQUIPMENT FURNISHED. I. DIFFUSERS. GRILLES AND REGISTERS FURNISH AND INSTALL: TITUS, OR APPROVED EQUAL CEILING DIFFUSERS AS SCHEDULED. IF CONTRACTOR WISHES TO SUBMIT DIFFERENT GRILLES, REGISTERS, OR DIFFUSERS, CONTRACTOR WILL SUBMIT SHOP DRAWINGS TO ENGINEER PRIOR TO PURCHASING ANY MATERIAL. L. EXHAUST SYSTEM FURNISH AND INSTALL COOK. PENN, GREENHECK OR EQUAL, CEILING EXHAUST FAN WITH BACKDRAFT DAMPERS AND DUCTWORK COMPLETE AS SHOWN ON DRAWINGS. M. INSULATION 1. ALL CONCEALED SUPPLY DUCTWORK SHALL BE EXTERNALLY INSULATED. a. MATERIAL: OWENS— CORNING OR APPROVED EQUAL 1/2" REINFORCED FOIL FACED FIBERGLASS (VAPOR SEALED) INSULATION. INSTALL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 2. EXPOSED SUPPLY DUCTWORK SHALL BE ACOUSTICALLY LINED 10' -0" MINIMUM FROM ANY FAN OR SHOWN ON THE PLANS. a. ACOUSTICAL INTERNAL INSULATION SHALL BE I" OWENS— CORNING FIBERGLASS COATED DUCT LINER BOARD OR APPROVED EQUAL. DUCT SIZES SHOWN ON PLANS ARE INSIDE CLEAR DIMENSIONS. APPLY INSULATION WITH MANUFACTURER'S APPROVED ADHESIVES, MASTICS AND MECHANICAL FASTENERS. 3. ALL RETURN EXPOSED OR CONCEALED SHALL BE ACOUSTICALLY LINED 10' -0" MINIMUM FROM ANY FAN OR AS SHOWN ON THE PLANS. a. ACOUSTICAL INTERNAL INSULATION SHALL BE 1" OWENS— CORNING FIBERGLASS COATED DUCT LINER BOARD OR APPROVED EQUAL. DUCT SIZES SHOWN ON PLANS ARE INSIDE CLEAR DIMENSIONS. APPLY INSULATION WITH MANUFACTURER'S APPROVED ADHESIVES, MASTICS AND MECHANICAL FASTENERS. N. SMOKE DETECTORS CONTRACTOR TO FURNISH AND INSTALL PYROTRONICS OR APPROVED EQUAL, IONIZATION TYPE DUCT SMOKE DETECTOR IN RETURN AIR DUCT TO DE— ENERGIZE SUPPLY AIR UNIT UPON ACTIVATION. ELECTRICAL CONTRACTOR TO PROVIDE POWER TO SMOKE DETECTOR. RECE vEr APR 0 7 2000 PERMIT CENTE Serenity Nail & Spa 1139 Southcenter Mall Tukwila, WA 98188 smith co. 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 03.31.08 Project Number 02008018,00 Computer File CW05- 2008— M2,DWG Scale AS NOTED Template 4.3 (120101) 6294 Architect Registration REGISTERED ARCHITECT KEI STATE OF WASHINGTON Issues By Check PERMIT KLS Project Name WESTFIELD SOUTHCENTER MALL Description MECHANICAL SPECIFICATIONS All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. PLUMBING FIXTURE SCHEDULE PLAN MARK MANUFACTURER MODEL NUMBER NOTES WC AMERICAN STANDARD #2168.100 C/W SUPPLY PIPING, ANGLE VALVE, WALL FLANGE AND FLEXIBLE RISER. (ZURN ZH- 8825- CR -LK) SEAT OLSONITE (146SSTL LAV ADVANCE 7 -PS -50 STAINLESS STEEL SINK. LEVER OPERATED DRAIN K -26, S.S. BASKET K -6, ADVANCE FAUCET K -9, WH A.O. SMITH ELJF -10 iG -G.A. STORAGE CAPACITY, 3.0 INPUT, 208V. ELECTRIC WATER HEATER FO ZURN ZN- 415 -6S CAST WITH DEEP SEAL TRAP AND 6" STRAINER TP PPP INC. #PR -500 FULLY AUTOMATIC. ALL BRASS TRAP PRIMER VALVE, ACTIVATED BY A DROP IN BUILDING WATER PRESSURE. NO AJUSTMENT REQUIRED, MODEL PRIME -RITE FOR 1 TO 4 TRAPS WITH DISTRIBUTION UNIT. MUST BE INSTALLED ON A FRESH COLD WATER LINE OF 1 1/2" DIAMt itH OR LESS, AS INDICATED ON DRAWINGS, OR REQUIRED BY PLUMBING CODE. WCO ZURN __ WALL CLEAN OUT -CAST IRON CLEAN OUT TEE WITH BRONZE THREADED CLEAN OUT PLUG. PLUG TO BE GAS AND WATER TIGHT. WALL ACCESS PANEL - ZURN #ZANR- 1460 -9 9"x9" WALL ACCESS PANEL AND FRAME SMOOTH NICKEL BRONZE SECURING LUGS. FS PPP INC. BY GC FLOOR SINK S OPF- I• rte= f - C► f - L _ ■1 A '�11 \�I\ +1111 h1111� \1 EXISTING WALL * INSULATION WILKINS VR10 VACUUM RELIEF VALVE CHECK VALVE (TYP.) CW MAKE —UP BALL VALVE (TYP.) 3/4" THERMOMETER DOMESTIC HOT WATER CIRCULATING PUMP CP -1 D ELECTRIC UNION (TYP.) Fl FCTRIC WATER HEATER DETAIL NO SCALE ASME T & P RELIEF VALVE BV— 1 2 GPM ,i 1-1W TO SYSTEM WATER HEATER (EWH -1) RELIEF VALVE DRAIN, RUN FULL SIZE OF VALVE OPENING TO AIRGAP AT FLOOR DRAIN HOSE END DRAIN VALVE WITH VACUUM BREAKER FINISHED FLOOR SAW CUT EXISTING SLAB, AND PATCHED, COORDINATE LIMIT OF DEMO IN FIELD. WALL SECTION SCALE: N.T.S HOT $ COW CEILING 4" METAL STUD @ 1 O.0 w/ a" GYPWALL BOARD, PTD. WASTE LINE NOTE: SEAL TIGHT AT ROOF PENETRATION EXI5TING JOI3T5 VENT, SEE PLAN WATER LINES L___ EXISTING EPDM MEMBRANE EXISTING CONC. SLAB CONNECTED TO SINK bib- ► mir) • i s NOTE: WATER PIPING PLAN SCALE: 1/4 =1' -0" >< 1/2 .1,.... fW &CW l 1. SUB — CONTRACTOR SHALL COORDINATE WITH SPA MANUFACTURER BEFORE ROUGHING OUT PLUMBING. r DRYER WA,SRER & CW ,NOTE CONNJECTED TO THE NEAREST SkFPLY LINE. GENERAL PLUMBING NOTES 1. ALL PLUMBING INSTALLATIONS SHALL COMPLY WITH STATE AND LOCAL CODES. 2. PLUMBING CONTRACTOR SHALL MAKE CORRECTIONS IF WATER SUPPLY AND DRAINAGE FOR THE BUILDING ARE REVERSED. 3. INSTALL ALL THREADED CLEANOUT PLUGS WITH PIPE DOPE TO ALLOW EASY REMOVAL IN THE FUTURE. 4. IT WILL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO INSURE THAT ITEMS TO BE FURNISHED UNDER PLUMBING CONTRACT WILL FIT THE SPACE AVAILABLE - PLUMBING CONTRACTOR SHALL MAKE NECESSARY FIELD MEASUREMENTS TO ASCERTAIN SPACE REQUIREMENTS, INCLUDING THOSE FOR CONNECTIONS AND SHALL FURNISH AND INSTALL SUCH SIZES AND SHAPES OF EQUIPMENT THAT ARE THE TRUE INTENT CF THE DRAWINGS AND SPECIFICATIONS. 5. GENERAL CONTRACTOR SHALL PROVIDE ALL OPENINGS IN WALLS, FLOORS, AND ROOF WITH EACH CONTRACTOR RESPONSIBLE FOR VERIFYING LOCATION AND SIZES OF ALL OPENINGS REQUIRED UNDER HIS CONTRACT. UNLESS NOTED OTHERWISE ON THE PLANS. 6. PLUMBING CONTRACTOR SHALL PROVIDE PRESSURE REDUCING VALVE, SWEAT TYPE, 30 -6D PSIG DISCHARGE RANGE WHERE REQUIRED BY LOCAL CODES. 7. ALL PLUMBING FIXTURES SHALL BE NEATLY CAULKED WITH SIUCONE COMPOUND WHERE FIXTURE MEETS WALL 8. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL AND CONTROL CONNECTIONS TO PLUMBING EQUIPMENT WITH THE ELECTRICAL CONTRACTOR. SEE PLANS FOR LOCATIONS OF JUNCTION BOXES, DISCONNECTS, AND CIRCUIT BREAKERS (PANEL BOARDS). TYPE, SIZE AND NUMBER OF CONDUCTORS AND CONDUITS TO EQUIPMENT SHALL BE COORDINATED WITH & VERIFIED BY THE ELECTRICAL CONTRACTOR. IN CASE OF PLUMBING EQUIPMENT CONNECTION TO A CIRCUIT BREAKER, THE NUMBER AND SIZE OF CONDUCTORS AND CONDUIT SHALL CONFORM TO THE LATEST NATIONAL ELECTRICAL CODE REGULATIONS. AU. MOTOR STARTERS. SWITCHES, CONTROL DEVICES. ETC.. PROVIDED BY THIS CONTRACTOR SHALL BE RECESSED IN THE WALLS, EXCEPT WHERE THESE ITEMS ARE LOCATED IN MECHANICAL ROOMS PROVIDE NAMEPLATES FOR ALL EQUIPMENT, SWITCHES. CONTROL DEVICES, ETC. 9. PLUMBING CONTRACTOR SHALL SUPPLY AND INSTALL GAS PIPING IF SHOWN ON PLANS. ALL GAS PIPING SHALL COMPLY WITH LOCAL CODES. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO ALL EQUIPMENT. INSTALL REGULATORS AT EQUIPMENT WHERE REQUIRED BY MANUFACTURER OR CUTS SUPPUED BY FURNISHING CONTRACTOR. 10. PLUMBING CONTRACTOR SHALL INSTALL SHOCK ABSORBERS AT PLACES INDICATED ON THE PLANS AND RISER DIAGRAM. SHOCK ABSORBERS SHALL BE PDI APPROVED. 11. ALL UNDERGROUND DRAINAGE, WASTE AND VENT PIPE SHALL BE CAST IRON OR PVC AS ALLOWED BY LOCAL CODES. ALL ABOVE GROUND DRAINAGE, WASTE AND VENT PIPE SHALL BE PVC. 12. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR APPROVED FLOOR PLAN AND DIMENSIONS. DO NOT SCALE PLUMBING DRAWINGS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING CONDENSATE DRAIN PIPING ON AIR HANDLING UNITS. COORDINATE WORK WITH MECHANICAL CONTRACTOR. 14. CONTRACTOR SHALL INSTALL WATER PIPING SO THAT PIPE JOINTS ARE NOT UNDER FLOOR SLAB. 15. PIPE INSULATION SHALL BE CONTINUOUS THROUGH WALLS OR FLOOR. 16. CONTRACTOR SHALL TEST SOIL WASTE AND VENT SYSTEMS WITH PEPPERMINT. ALL MECHANICAL SYSTEMS SHALL BE RUNNING WHILE THESE TESTS ARE BEING MADE. CONTRACTOR SHALL FURNISH A CERTIFICATE OF COMPLIANCE AND ACCEPTANCE OF THESE TESTS. 17. CONTRACTOR SHALL INSULATE ALL UNDER SLAB HOT WATER PIPING WITH 1" RIGID URETHANE FOAM INSULATION AND 1" CLOSED CELL RUBBER INSULATION, WITH FIRE RETARDANT COATING ON ALL HOT WATER AND RETURNS ONES ABOVE SLAB. INSULATE ALL COLD WATER LINES ABOVE SLAB MTH 1/2" CLOSED CELL RUBBER FIRE RETARDANT INSULATION. 18. ANY DEVIATIONS FROM SPECIFIED PLUMBING FIXTURES AND TRIM IN FIXTURE SCHEDULE SHALL BE APPROVED PRIOR TO SUBMITTAL FROM THE ALDO'S PROJECT MANAGER. 19. ALL INDIRECT WASTE UNES SHALL HAVE A MINIMUM OF 2 VERTICAL AIR GAP AT FLOOR SINK, DRAIN OR HUB. FLOOR SINKS, DRAINS OR HUBS SHALL EXTEND A MINIMUM 1" ABOVE FINISHED FLOOR WHEN SERVING INDIRECT DRAINS. 20. VACUUM BREAKERS SHALL BE INSTALLED ON ALL HOSE BIBBS AND HYDRANTS. VACUUM BREAKERS/BACK FLOW PREVENTORS TO BE INSTALLED AT ANY POINT WHERE THERE IS DANGER OF THE NON POTABLE WATER SYSTEM COMING IN CONTACT WITH THE PORTABLE WATER SYSTEM OR ANY DANGER OF BACK FLOW. COORDINATE WITH LOCAL INSPECTOR. 21. ALL PLUMBING WORK SHALL BE COORDINATED WITH OTHER PROJECT CONTRACTORS BEFORE INSTALLATION. 22. USE TYPE "K" SOFT DRAWN COPPER UNDER SLAB. 23. ALL WATER DISTRIBUTION PIPE ABOVE GROUND SHALL BE COPPER OR COPPER ALLOY TUBING. RECEIVE' APR 07 2008 PERMIT CENTS. ( , Serenity Nail & Spa 1139 Southcenter Mall Tukwila, WA 98188 smith Cc 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith @smithco.org http: / /www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 03,31,08 Project Name WESTFIELD SOUTHCENTER MALL Project Number 02008018,00 Computer File Scale AS NOTED Template 4.3 (120101) I,. 1 t LRED P -1 PERMIT 6294 Description PLUMBING PLAN CW05-- 2008— P1,DWG Architect Registration Issues By Check All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. Ilc. KLS Cc VACUUM RELIEF VALE (VALVE AND TEE ABOVE WATER HEATER) TACO CX-15 EXPANSION TANK, FDA AND ASME APPROVED FOR POTABLE WATER. WASHER • ROUTE AUX DRAIN TO APPROVED RECEPTOR SUCH AS TATRETAIL DRAIN 1-0: I ' , .. OD "... TO TRAP PRIMER CONNECTION AT FD ETC. WATER HEATER T & P AND DRAIN PAN CANNOT CAUSE TRIPPING HAZARD. VERIFY EXACT LOCATION IN FIELD. LAV PROVIDE BALL VALVE. N— UNION SCALE: N.T.S 50 GALLON WATER HEATER ABOVE TOILET CEILING. PROVIDE 3" DEEP GALV PAN W/SOLDERED SEAMS- TERMINATE INDIRECTLY INTO FLOOR DRAIN v Q WATER RISER DIADRAM " PED CM FED ▪ PFD PED PED ' CM FED 1 FED x CC VACUUM REUEF VAVLE (VALVE AND TEE ABOVE WATER HEATER) TACO CX-15 EXPANSION TANK, FDA AND ASME APPROVED FOR POTABLE WATER. FED 7 CM ROUTE AUX. DRAIN TO APPROVED RECEPTOR SUCH AS TATRITAIL DRAIN ETC. WATER HEATER T & P AND DRAIN PAN CANNOT CAUSE TRIPPING HAZARD. FED .... VERIFY EXACT LOCATION IN FIELD, PROVIDE BALL VALVE. UNION 50 GALLON WATER HEATER ABOVE TOILET CEIUNG. PROVIDE 3" DEEP GALV PAN MOLDERED SEAMS. TERMINATE INDIRECTLY INTO FLOOR DRAIN • PED FED --------- 4 "� WASTE. LINE 2" V UP 2" V. UP 11P.1 '2'! UP if) SANITARY & VENT PIPING PLAN SCALE: 1/4"=F-0" EXTEND NEW 4" SS TO EXISTING SYSTEM, VERIFY EXACT LOCATION, FLOW AND DEPTH. SCALE: N.T.S 7 / FC0 ' •n• 0-4 WASHER WASTE RISER DIADRAM FCO 3" FD W/TRAP PRIMER 4"0 WASTE LINE 3" V. UP —\ THRU ROOF NOTE: CONNECTED TO THE NEAREST WASTE LINE. 2" V. UP , • ; 4 ' WCO FS PROVIDE AND INSTALL 4" V.T.R. .•- 2 V. UP ,.),-- ----- ------ - - - - - — -------------------- , ,.„-- > > --' ..., „/ „., .,_ EN 7 7 UP TV. WASTE LINE -- -•-- -------- --- RECEIVED APR 0 7 2008 PERMIT CENTEll Serenity Nail & Spa 1139 Southcenter Mall Tukwila, WA 98188 with Cc 1725 westlake ave. n. suite 210 seattle, washington 98109 206.838.5485 p 206.713.4076 m 206.464.0700 f ksmith@smithco.org http://www.smithco.org/ Consultant Consultant Registration Issues and Revisions No. Date 1 03.31.08 PERMIT Project Name WESTFIELD SOUTHCENTER MALL Project Number Description Computer File CW05-2008—P2,DWG Scale AS NOTED Template 4.3 (120101) All ideas, designs, arrangements, and plans indicated or represented by this drawing are owned by and the property of smith co. Ilc and were created, evolved, and developed for use on and in connection with the specified project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever without the written permission of smith co. 11c. rEp F7' , 4,t4.4. 1 bf / l'‘PPPOVAL 02008018,00 PLUMBING PLAN P-2 6294 Architect Registration Issues By Check K LS