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HomeMy WebLinkAboutPermit D12-120 - WESTFIELD SOUTHCENTER MALL - THE ART OF SHAVING - TENANT IMPROVEMENTART OF SHAVING, THE 201 SOUTHCENTER MALI. D12-120 City oilkukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206.431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 201 SOUTHCENTER MALL TUKW Suite No: Project Name: ART OF SHAVING, THE Permit Number: D12 -120 Issue Date: 05/21/2012 Permit Expires On: 11/17/2012 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: PHILIP FOSTER Address: 219 N 2ND ST, STE 301 , MINNEAPOLIS MN 55401 Contractor: Name: HORIZON RETAIL CONST INC Address: 1516 S GREEN BAY RD , RACINE WI 53406 Contractor License No: HORIZRC072N5 Lender: Name: Address: Phone: 612 338 -6677 Phone: Expiration Date: 04/15/2013 DESCRIPTION OF WORK: TENANT IMPROVEMENT OF EXISTING MERCANTILE SPACE Value of Construction: $150,000.00 Fees Collected: $3,113.76 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: LIB Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -120 Printed: 05 -21 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N 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 Permit Center Authorized Signature: (,d'AX‘ Date: 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 performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: (t11)!113 (jk.Y►1� Date: 2—t k7— cZ 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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. doc: IBC -7/10 D12 -120 Printed: 05 -21 -2012 7: All construction shall be done in conform with the approved plans and the require' the International Building Code or International Residential C International Mechanical Code, Washingto to Energy Code. 8: Special inspection for sprayed fire - resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire - resistance design as designated in the approved construction documents. 9: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 =2.1) 18: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 19: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 20: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 21: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 22: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 23: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 24: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC doc: IBC -7/10 D12-120 Printed: 05 -21 -2012 1008.1.8.1) • 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: 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) 27: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. (IFC 901.4) 28: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 29: All new sprinkler systems arid 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 Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 30: 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.(ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALARM PANEL.) 31: 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 #2328) ' 32: 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 #2328) (IFC 104.2) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 34: 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. 35: Post address on storefront per approved Westfield standards. 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 37: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 38: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D12 -120 Printed: 05 -21 -2012 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. pi 12 a Project No. Date Application Accepted: 04-1, t 7' (Z Date Application Expires: tn' ( 11--- (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 61.2 O2!1 1 - 00(0 2' Southcenter Mall 632 1 Site Address: Suite Number: Floor: Tenant Name: The Art of Shaving PROPERTY OWNER Name: Westfield Address: 2800 Southcenter City: Seattle State: WA Zip: 98188 CONTACT PERSON — person receiving communication all project Address: Address: 219 North 2nd Street, Suite 301 Name: Philip Foster Address: 219 North 2nd Street, Suite 301 City: Minneapolis State: MN Zip: 55401 Phone: (612) 338 -6677 Fax: (612) 338 -2995 Email: pfoster @cmarch.com GENERAL CONTRACTOR INFORMATION' Company Name: TBD Address: Address: 219 North 2nd Street, Suite 301 City: Minneapolis State: MN Zip: 55401 Phone: (612) 338 -6677 Fax: (612) 338 -2995 City: State: City: Minnetonka State: MN Zip: Phone: Fax: Email: svanderheiden @epinc.net Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms- Applications On Line 12011 Applications\Permit Application Revised - 8 -9 -11. docx Revised: August 2011 bh New Tenant: m Yes ❑..No ARCHITECT OF RECORD Company Name: Bruce M. Carlson Architect Name: Bruce M. Carlson Address: 219 North 2nd Street, Suite 301 City: Minneapolis State: MN Zip: 55401 Phone: (612) 338 -6677 Fax: (612) 338 -2995 Email: pfoster @cmarch.com ENGINEER OF RECORD Name: Company Name: Emanuelson -Podas City: State: Zip: Engineer Name: Scott Vander Heiden Address: 10401 Bren Rd. Last City: Minnetonka State: MN Zip: 55343 Phone: (952) 960 -0050 Fax: Email: svanderheiden @epinc.net LENDER/BOND'ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $_ 150,000 Describe the scope of work (please provide detailed information): Tenant build out of existing mercantile space. Will there be new rack storage? ❑ Yes Existing Building Valuation: $ m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 0 Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper 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. H:\Applications\Forms- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC ist Floor 835 II -B M 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 0 Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper 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. H:\Applications\Forms- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may 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). 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. BUILDIN OWNER AUTHORIZED AGENT: Signature: Date: 01/ % 0(1/17-- Print Name: ;Yr2 'j SCOTT Rf2I Day Telephone: 32-3 578 3,54-/9 Mailing Address: 2c-00 7 UrtWh-4 vuA ql o City State Zip H:'Applications\Forttss- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 4 of 4 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: D12 -120 Address: 201 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 04/09/2012 Applicant: ART OF SHAVING, THE Issue Date: Receipt No.: R12 -01635 Initials: WER User ID: 1655 Payment Amount: $1,888.90 Payment Date: 05/21/2012 09:20 AM Balance: $0.00 Payee: HORIZON RETAIL CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 238201 1,888.90 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $1,888.90 1,884.40 4.50 doc: Receipt -06 Printed: 05 -21 -2012 • 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.ov RECEIPT Parcel No.: 9202470010 Permit Number: D12-120 Address: 201 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 04/09/2012 Applicant: ART OF SHAVING, THE Issue Date: Receipt No.: R12 -01273 Payment Amount: $1,224.86 Initials: JEM Payment Date: 04/09/2012 10:32 AM User ID: 1165 Balance: $1,888.90 Payee: C.M. ARCHITECTURE,P.A. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 119612 1,224.86 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,224.86 Total: $1,224.86 doc: Receiot -06 Printed: 04 -09 -2012 1' INSPECTION RECORD Retain a copy with permit, INSPECTIONINO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila: WA 98188 F.. (206)•431 -3670 Permit Inspection Request Line (206) 431 -2451 • Project: oFS t, Type rzr ;. , Adipess: i S 6.-- A MI Date Called: Special Instructions: ' Date Wanted: ° ------‘3,014; Requester: P hon 110 2 33 1-' =°3 -sq Approved per, applicable codes. Corrections required prior to approval;. COMMENTS: f-er t LJiO Inspector: 1 aXIX n REINSPECTION FEE REQUIRED. Prior to next inspection, fee rnust be.. _. paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule; reinspectiori. _ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 17.• - (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projec � ( Sfi-A- J.16 Type of Inspection: Al SU 0 t/160 Adddrressn: A t `� fi W ✓v _t Date Called: Special Instructions: • al 'Approved per applicable codes. Date Wanted:. I P.m. Requester: Phone No: 2 (o2— 33� -3 c Corrections required prior to approval. I COMMENTS: r• Inspectior: Date: �_ n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVI�ON G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 -t2, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projec .� Type of Inspection: re) I422, l( IFS 04[4.46 Address: Date Called: Special Instructions: Date Wanted: : / 7 _2- "r2, . -- a�rr'? p.m. Requester: Phone No: 7 -62- - 33! -3q1 q Approved per applicable codes. Corrections required prior to approval. COMMENTS: i InspeE` tor: X/ Da e: n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 4-6 PERMIT NO. CITY OF TUICWILA BUILDING DIVISION G. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: /9 ill r Di:: --C,--49e22-1v 6 Type of Inspection: CF7:-.).4,7Z-TV 6 4 Address: Date Called: Special Instructions: ` Date Wanted:. p.m. Requester: 0 r, (Ns 9T Pitzgo: .2 -• -7.3(---37-,c9 . EiApproved per applicable codes. corrections required prior to approval. COMMENTS: ------., 4 :2) G I..11 SS a ilk) tJtri ( ■ GO 2,4-0 -4 tfrtr(d 0 r, (Ns 9T 6 Kit I Ki •Q (.„ ? .S..„.._ .--""■,, --- ---.., rz SPECTION FEE REQUIREO>Firior to n xt inSpection, fee must be at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. D -i2 -lie CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: J L / I 1 / Typpetof InsppeSction:� Address: Q0 J t41 fel 1 ( Date Called: Special Instructions: Date Wanted: a.m. — 2....G- I Zr l p.m Requester: Phone No: 2O -4=79 - 3 17c itQpproved per applicable codes. E Corrections required prior to approval. COMMENTS: Ins •€ttor: 1 if A EINSPECTION FE REQUIRED. Priir to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: 7 -- 1 � r INSPECTIO SPECTION RECORD Retain a copy with permit -. f PERMIT NO. . - XCITY:OF TUKWILA BUILDING DIVISION 6300 Southcenter.Blvd_.,. #100, Tukwila. WA 98188 Q., (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: - A : 2 i:. fir- . _..5 7-I A Li -6.-) G Type of Inspection: s t_....1 rr Address: nl N -\A1t. Date Called: Special Instructions :. . _ Date Wanted:. t G— 1 -1 -- 12 a.m. Cam` Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMEI TS: Date: R I SPECTION'FEE REQUIRED. Pn r to ne inspection. fee must be pal l at 6300 Southcenter Blvd.. Suite i00. Call to schedule reinspection. ; • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 2_ (206) 431-3670 Permit Inspection Request Line (206) 431-2451 /2- /2C) Project: 4 r? 7— or ..:5-/-1,1 oniL- Type of Inspection: /-/2 - - 7 /2 4 /41 I /0 CI Address: 7.(1 / .5-c) cYA/ 7 ii--/4// Date Called: Specialinstructions: Date Wanted: . 6.15 Requester: Phone No: 4=.? 62 - L-K ,/ 5 q.- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Rg NSF, CTION FEE REQUIR . Prior to 9 xt inspection, fee must be •p id a /6300 Southcenter Blvd., uite 10,0(Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 12r>- 12 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Proj ct�.- ALT ; j7 Tj1,4-c1.1A Type o Inspection:, rAt-LA t.n Addr ss: -1(44(( Date Called: Special Instructions: Date Wanted,: —�-�1 / a.m. p.m. Requester: Phone No: 2,-33 (,3S7 Approved per applicable codes. Corrections required prior to approval. S�" —� COMMENTS: J.i-rr 4.1) r 1 • D /1�� _...C. e� Insl(ector: Date I 1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 17 /�' /� -F-) PERMIT PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT. 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: fr 04- WIav; -,S Type of Inspection: FA- f ;h,. I , FiLe F 1 Address: 20 i .5,14,,,c,,,11._ , 1/ Suite #: Contact Person: Special Instructions: Phone No.-: Approved per applicable codes. COMMENTS: Corrections required prior to approval. FA— Fi■-, ; 01‹ F Needs Shift Inspection: `r Sprinklers: % Fire Alarm: . Hood & Duct: N Monitor: GL/c.4.46, Pre -Fire: Permits: Occupancy Type: /1 A Inspector: /(-1/x'1 % Date: 7-r-/ _/ L Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Project Summary PRJ -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address The Art of Shaving Date 4/25/2012 632 Southcenter Mall For Building Department Use Seattle, WA 98188 Applicant Name: Keith O'Brien Applicant Address: Minneapolis, Mx Applicant Phone: 952 -540 -4034 REVIEWED FOR BODE COMPLIANCE APPROVED MAY 07 2012 • City of Tukwila BUILDING DIVISION P. CORRECTIO b -- I 20 PZILE COPY RECEIVED APR 3 0 2012 PERMIT CENTER 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info ProJect Address The Art of Shaving Date 3 /ae /aoi2 2800 Southcenter Wall For Building Department Use Seattle,.. WA 53226 Applicant Name: APP 'etch O'Brien Applicant Address: Minneapolia, 10r AppticantPhone: 952 - 540 -4034 Project =Description ❑ New Building ❑ Addition 4 Alteration ❑ Plans Induded Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive QQ Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist, (over). Indicate Prescriptive Si LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box -. sec. 1132.3) [] No changes are being made to the lighting and space use not changed ❑ Less than 60% of the fixtures new. Installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan/room #) Occupancy Description Allowed .Watts perft2 " Gross Intenor Area in ft2 Allowed x Area • Sales 1.33 507 674 storage 0..50 266 133 Re.troom 0..80 57 46 Additional 1000 watt 1.00 1000 1000 S track - 8' 8 50 400 -- r :LED 30 3 90 rom table 15-1 (over) - aocument an exceptions on form LTG -LPA. Proposed Lighting Wattage Total Allowed Watts 1853 Location (floor plan/room #) Fixture Description Number of fixtures Watts/ Fixture Watts Proposed A- :Recessed adjustable accent light 13 48 624 B - 'Recessed downlight 8 35 280 Cl -.e strip tluore8cent 1 52' 52 C2- 4• strip fiuoreacent 4 52 208 S track - 8' 8 50 400 -- r :LED 30 3 90 R = Recessed adjustable wall wash 1 35 35 91 - Pendant cylinder 2 70 140 otal Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1829 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 trade lighting, list the length of the track (in feet) In addition to the fixture, Tamp, 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 line voltage track lighting, list the greater of actual luminaire wattage or length track multiplied_ by 50, or as applicable, the wattage of current limiting devices or of the transformer. For tow voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary (back) LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidentlal and MultifamDyResidential Prescriptive Spaces Occupancy: Q Warehouse or Parking Garage QQ Other O Qualification Checklist Q Note: If occupancy type Is 'Other" and fixture answer Is checked, the number of fixtures in the space is not limited by Code. Cleary . Indicate these spaces on plans. If not qualified; do LPA Calculetiorts. Lighting Fixtures: (Section 1521) ; ❑ Check if 95 /o or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1 • Fluorescent fixtures with a)1 or two lamps, b) reflector or loitvers, c) 5-60 watt T -1 T -2, T-4, 7-5, T-8; or CFL lamps, and d) hard -wired electronic dimming ballasts. Screw -In CFL fixtures and tracking lighting do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic ballasts 3. LED lights. 15 -1 Unit Lighting Power Allowance (LPA)' Use' LPA (Wilt`) Use' LPAz (W /ftz) Automotive facility 0.85 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)° 0.91 Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishments', restaurants/bars° 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office __ 1.00 Dweling Units 1.00 Retail'', retail banking, malt concourses, wholesale stores (pallet Hack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces . 0.95 Theater, motion: picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing ho mes, and other Group 1 -1 and 1 -2 Occupancies 1.20 Transportation 0.80 Hotel/motel' " 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified laboratory" shall meet office and other appropriate categories) 1.62 Workshops 120 Laundries 1.20 Libraries° 1.20 Plans Submitted for. Common Areas Only' Manufacturing facility 1.20 Main floor' building lobbies' (except mall concourses) . 1:10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 ootnotes Or Table 15=1 1) In cases in which a general use and a specific use are listed, the specific use shay 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 2% per foot'of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be Increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common . areas, use the Unit Ught Power Allowance forassembty. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w/ft2 may be used. 8) Reserved. 9) For Indoor sport toumament courts with adjacent spectator seating over 5;000. the Unit Lighting Power Allowance for the court area Is 2.60 W1ft2. 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 partitlons(transparent or opaque) and lighting for free- standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: 1. 0.6 watts per square foot of sales floor area not listed in items II and iii below, 11. 1.4 watts per square foot of furniture, clothing, cosmetics or artwork floor area: or M. 2.5 watts per square foot of. Jewelry, crystal or china floor area. The specified floor area `for items 1, 1i or'lii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate theadditional power allowance :bymultiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of-allowances for sales categories 1, 11, or lil plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all 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). This additional lighting power is allowed only If the lighting Is actually installed and automatically controlled, separately from the general lighting, to be tumed off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. 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 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. 2009 Washington State Energy Code Compliance Form for Nonresidential and .Multifamily Residential Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2009.Washington State Energy Code Complfance'Forms for; Nonresidentfaland:Multitamily Residential •Revised December W010 ProjeCtAddress The Ar't of•$luring Date 3/28/201?, The following"infomtation is necessary to check a permit appiicationfor compliance with the lighting, motor, and .transformerrequirements In the 2009 Washington'State Nonresidential Energy Code. Applicability (yes, no, n:a.j , Code Section Component (Information Required Location on Plans ;Building Department Notes LIGHTING CONTROLS (Section 1513) N.A: 1513.1 Local controlaccess . Schedute.wtth type, Indicate locations Yea 1513.2 Area controls Maximum, Um it P erswltch 31.Z N.A. 15113 Daylight zone control Schedule with` type and features, Indicate:locations N.A. vertical, glazing . indicate vertical gtaztng on plans u.A. overhead gtaiing Indicate overhead glazing on plans, N.A. 1513.4 Display /exhib /special Indicate separate controls , N.A. 15135 Extertor shut -off Schedule with:type and features;, Indicate location adcup Indicate.locationi .N.A. (b) photocell. Indicate location .N. a. 15136 '" Inter.-auto shut -off Indicate location 'Yes 1513.6.1 ' (a) occup. sensors Schedule with type and locations tai .4 N.A.. 1513.8.2 (b) auto. switches �:) Schedule with. type and'feetures (back-up; ; ovemde capability); tYP .... ( p p tY): Indicate size of zone on plans_ Yee. 1513.7. Hotel/motel controls Indicate Iocationof room master controls q.. . 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT;S_IGNS. (.Section 1514) Yes 1514. MO.. watts Indicate watts for each exit sign a1.'S I LIGHTING POWER ALLOWANCE (Section 1530- 11532) Yes 1531 IntertorUghting Summary Form . Completed and attached. Schedule with fixture types, tamps, ballasts; watts per,flxture 31.3 N?A; - 1532 Exterioriighting Summary Form Completed and attached. Schedule with. types, (amps, ballasts, watts per fixture MOTORS (Section 1511) Yes I 1511 Elec motor efficiency MECH.MOT or EquIprnent-Schedule with hp, rpm, efficiency . 51.2 . i ' TRANSFORMERS (Section 1540) Yea' ( 1540 . Transformers Ilndlcate.size and efficiency, ;1E1.3 no is circled or any question, provide explanation: • Y FLAME SPREAD PERFORMANCE OF WOOD PRODUCTS 3 Table 1 Reported Flame Spread Indices Materlali LUMBER ASTM`'E -84 'Source' MaterlaI Flame S•read' Birch, Yellow : 105- 110,: Cedar, Alaska Yellow SOFTWOOD PLYWOOD (Exterior Glue') Cedar 3/8" ' ASTM E -84 :Source'" Flame • S . read' 70 -95 :APA Cedar, Pacific Coast Yellow ! 78 Cedar, Port `Cedar, Western Red HPVA2 ::': Douglas Fir 1 /4" 150 APA... CWC ' Douglas Fir '5 /16'" 115 -155. APA ". HPVA2 Douglas Fir 3/8" 110 -150 APA 70:. HPVA Douglas Fir 1 /2''' .,,Cedar, Western Red 73` Cherry 3/4 "' :`: Cottonwood :: 130 -150 :. APA" CWC '=Douglas Fit5 /8':'. 95 -130' APA' HPVA Hemlock 3/8" 115. UL Cypress 145 -150 UL „Soithern:P,ine 1. Elm 3/4'' ~Southern Pine 3 .76 'HPVA ::.: Sodth'ern Pine 5, Fir; Douglas 70- 100 REVIEWED F5 16 i . 'CODE COMPLI OE 5 UL I Redwood 3/8 90' APPROVED 95 - APA APA APA APA. Fir, Douglas 3/4" flooring. 83 -98:, WEY :Redwood` 5/8 Fir,. Amab ilis(Paci fic:Silver), .CWC;,: Fir; White 65 , :::HPVA2 ...... Gum,, Red 140-155 UL� Hem- Fir.S ".eciesGrou. „ ,60 Hemlock West Coast 60 -75 45 104: Larch, Western Maple (flooring) Oak, Red or White HPVA2 WEY, UL HPVA2 Ash 3/4" -- Parti CWC: Birch 1/4 -'Do 2012 UL': ::: 100 . UL :. Birch 1/4. _Fuma:Veneer Core 127 HPVA: Oak, Red 3/4" Oak,:-White3/4!" 84_. HPVA Birch 3/4 " = Douglas'Fir Veneer Core 114 HPVA 77 HPVA Birch 3/4" - ` High iDensity `Veneer Core Pecan 3/4" °84 .. 114 HPVA----' HPVA , Birch 3/4." - Particleboard Corn. 124. HPVA; Pine, Eastern White 85 CWC Birch 3/4" - MDF Core . 134 HPVA .. Pine,ldahoWhite 72 Pine, Idaho White `i- IPVA- HondurasrMahogany.3 /4 Particleboard' Core 105 : HEVA WEY. Lauan :11/64" 167 -NISI Pine, Lodgepole " 98 WEY`. : ":" Lauan 1/4" Pine, Northern: White' Pine, Ponderosa' 120 -215 UL Oak 1 /44 "- Douglas Fir.: Veneer Core 150...: HPVA 153:_._ HPVA: 105 -230 UL Erne Ponderosa 11'5' Pine Red :142 HPVA2 CWC - - '.Pine,,Southern ;Yellow 130 -195 UL Pine, Sugar .1 1, Oak 3/4" - MDF Core PARTICLEBOARD 123 HPVA. 3/16" (Aromatic Cedar Flakeboard) HPVA2 ::;; ,3/8" 156 7200 Pine, Western White 5. UL;: 1/2?': :::` Poplar,; Yellow: 170 -185 UL 1/2" Redwood:_.: °: 70, UL 5/8" 153 Redwood'3 /r 11/16" 168 Spruce,,Engelmann 55. 'HPVA2: 3/4" 145 :. S S" ruce Northern ruce Sitka?. Spruce, Western 65:... 74 100 :UL :CWC. UL, 3/4" Exterior Glue MEDIUM DENSITY FIBERBOARD - MDF 3/8" 88 -98 HPVA UL HPVA NISI NIST UL UL. APA2 140 'Walnut . 13.0 -140 UL, 7/16 ". Walnut 3/4 "` 101 HPVA ORIENTED STRAND BOARD WAFERBOARD (Exterior Glue°) 5/16" .;127 -138 APA2. ,.,.... ;5/8 ": 11/16" 120 UL HPVA HPVA 140 UL 7/16" ' 86 -150 APA2 1/2':,,, 3/4 ":—. 74-172 147- 158 3G4 "a'= =. >; X140 IMAMS HPaV.A 03/41641411161=MOMONSUM MEW= liHJW'A 90 UL 3/4" -_ S1'0 Copyright ©1997, 1998, 2001, 2002, 2008, 2010 American Wood Council NOTE: Table l'footnotes on next page. 66tMcnoN rr Western Red ;Cedar - Shakes 1/2" Western Red Cedar Shingles 1/2" American Wood Council 1) 2-- 1 2.0 HPVA - HPVA, RECEIVED APR 3 0 2012 PERMIT CENTER Material Safety Data Sheet lakeboard Medium - Density Fiberboard Flakeboard 80 Tiverton Court, Suite 701 Markham, Ontario, Canada, L3R 0G4 Qo Product Identification 1' �.�. A PZLE co" Pe* ne P• Phone Number: (905) 475-9 Revision Date: 9/08/2006 REVIEWED FOR CODE COMPLIANCE APPROVED 6 MAY 0 7 2012 ty (. f Tukwila 1 G DIVISION Product CAS# Sales Location(s) --.11., Medium - Density Fiberboard _ Canadian Regional Center Formaldehyde 50 -00 -0 80 Tiverton Court, Suite 701 OSHA ACGIH PEL -TWA 0.75 ppm PEL -STEL 2 ppm TLV- Ceiling 0.3 ppm* Markham, Ontario, Canada, L3R 0G4 Tel: (905) 475 -9686 Fax: (905) 475 -3827 US Eastern Regional Center 100 Kingsley Park Drive, Fort Mill, SC 29715 Tel: (877) 273 -7680 Fax: (803) 802 -8073 US Western Regional Center 2550 NE Old Salem Road, Albany, OR 97321 Tel: (888) 650 -6302 Fax: (541) 928 -4116 Synonyms: MDF, Fiberboard. This MSDS is applicable for all Flakeboard MDF including specialty products such as moisture - resistant and flame - retardant. Ingitedients /,Identity Name CAS# Percent Agency Exposure Limits Comments Formaldehyde 50 -00 -0 <0.1 by weight OSHA ACGIH PEL -TWA 0.75 ppm PEL -STEL 2 ppm TLV- Ceiling 0.3 ppm* * Based on sensory exposure Appearance and Odor: Straw yellow (light brown). No . distinctive odor. Flame- retardant and moisture - resistant products may have red and green color additives, respectively. Primary Health Hazards: Wood dust and formaldehyde vapor. Primary Route(s) of Exposure: ❑ Ingestion: IEI Skin: ® Inhalation: ID Eye: Flakeboard MSDS MDF729- 06.doc Page 1 of 7 Rev. 09/08/2006 CORRECTION D« -izo PDF created with pdfFactory trial version www.pdffactory.com RECEIVED APR 3 0 2012 PERMIT CENTER , . � Identifications (contid.) Medical Conditions Generally Aggravated by Exposure: Wood dust or formaldehyde may aggravate pre- existing respiratory conditions or allergies. Signs and Symptoms of Exposure (Wood Dust): Acute: Wood dust can cause eye irritation. Certain species of wood dust can elicit allergic contact dermatitis in sensitized individuals. Wood dust may cause respiratory irritation, nasal dryness, coughing, sneezing, wheezing as a result of inhalation. Chronic: Wood dust, depending on the species, may cause allergic contact dermatitis and respiratory sensitization with prolonged, repetitive contact or exposure to elevated dust levels. Prolonged exposure to wood dust has been reported by some observers to be associated with nasal cancer. Carcinogenicity Listings (Wood Dust): ® NTP: Known Human Carcinogen ® IARC Monographs: Group 1 — Carcinogenic to Humans 0 OSHA Regulated: Not listed NTP: According to its Tenth Report on Carcinogens, NTP states, "Wood dust is known to be a human carcinogen based on sufficient evidence of carcinogenicity from studies in humans. An association between wood dust exposure and cancer of the nose has been observed in many case reports, cohort studies, and case - control studies that specifically addressed nasal cancer. Strong and consistent associations with cancer of the nasal cavities and paranasal sinuses were observed both in studies of people whose occupations are associated with wood dust exposure and in studies that directly estimated wood dust exposure." IARC - Group 1: Carcinogenic to humans; sufficient evidence of carcinogenicity. This classification is primarily based on studies showing an association between occupational exposure to wood dust and adenocarcinoma of the nasal cavities and paranasal sinuses. IARC did not find sufficient evidence of an association between occupational exposure to wood dust and cancers of the oropharynx, hypopharynx, lung, lymphatic and hematopoietic systems, stomach, colon or rectum. Signs and Symptoms of Exposure (Formaldehyde): Acute: May cause temporary irritation of skin, eyes, or respiratory system. May cause sensitization in susceptible individuals. Chronic: Numerous epidemiological studies have failed to demonstrate a relationship between formaldehyde exposure and nasal cancer or pulmonary diseases such as emphysema or lung cancer. Universities Associated for Research and Education in Pathology Inc. (UAREP) concluded that there was no "convincing evidence" that formaldehyde exposure causes cancer in humans. Rats exposed to 14 ppm of formaldehyde for 24 months in the laboratory developed nasal cancer. Exposure of 6 ppm did not result in statistically significant levels. The NCI epidemiology study of 26,000 workers found little evidence linking formaldehyde exposure to cancer. Formaldehyde is classified by OSHA and NTP as a probable or potential carcinogen. IARC has classified formaldehyde as carcinogenic to humans. . Carcinogenicity Listings (Formaldehyde): ® NTP: Reasonably Anticipated to be a Human Carcinogen ® IARC Monographs: Group 1 — Carcinogenic to Humans IEI OSHA Regulated: Formaldehyde Gas IARC - Group 1: Carcinogenic to humans. A working group of IARC has determined that there is sufficient evidence that formaldehyde causes nasopharyngeal cancer in humans, a rare cancer in developed countries. a, Emergency Ere Ingestion: NAP Eye Contact: Wash material out with clean running water. Skin Contact: If skin abraded, seek proper first aid or medical treatment. Skin Absorption: NAP Flakeboard MSDS MDF729- 06.doc Page 2 of 7 Rev. 09/08/2006 PDF created with pdfFactory trial version www.pdffactory.com Inhalation: Remove to fresh air. If irritation or other symptoms persist, consult a physician. Note to Physician: None rtiocal Explosion C Flash Point (Method Used): NAP Flammable Limits: LFL = Wood dust: 40 grams UFL = NAP per cubic meter of air. Extinguishing Media: Water spray; carbon dioxide Autoignition Temperature: 425° — 475 °F Special Firefighting Procedures: Fire fighting procedures for wood products are well known. Unusual Fire and Explosion Hazards: Medium - density fiberboard is not an explosion hazard. Sawing, sanding, or machining MDF could result in the by- product wood dust. Wood dust may present a strong to severe explosion hazard if a dust cloud contacts an ignition source. NFPA Rating (Scale 0-4): Health = 0 Fire = 1 Reactivity = 0 Steps to be Taken In Case Material Is Released or Spilled: Not applicable for product in purchased form. Dust generated from sawing, sanding, drilling or routing this product may be vacuumed or shoveled for recovery or disposal. Wood dust clean -up and disposal activities should be accomplished in a manner to minimize creation of airborne dust. Vo Handling_ Eafl Storage Precautions to be Taken In Handling and Storage: Provide adequate ventilation to reduce the possible build -up of formaldehyde vapors. $. Expos_ure400MMMeasures; Personal Protection Engineering Controls: Due to the explosive potential of wood dust when suspended in air, precautions should be taken during sanding, sawing or machining of wood products to prevent sparks or other ignition sources in ventilation equipment. Use of totally enclosed motors is recommended. Provide local exhaust as necessary to meet OSHA requirements for formaldehyde and wood dust exposure. Personal Protective Equipment: RESPIRATORY PROTECTION: Wear NIOSH /MSHA approved respirator when the permissible exposure limits to formaldehyde and /or wood dust may be exceeded. EYE PROTECTION: Recommend goggles or safety glasses as conditions indicate when sawing, sanding or machining wood products. SKIN PROTECTION: Protective equipment such as gloves and outer garments may be needed to reduce skin contact. Q, Physical /Chemical Properties Physical Description: A panel product manufactured from ligno- cellulosic fibers combined with a synthetic resin or other suitable binder. Boiling Point (@ 760 mm Hg): NAP Evaporation Rate (Butyl acetate = 1): NAP Freezing Point: NAP Melting Point: NAP Molecular Formula: NAP Molecular Weight: NAP Oil -water distribution coefficient: NAP Odor threshold: NAP pH: NAP Flakeboard MSDS MDF729- 06.doc Page 3 of 7 Rev. 09/08/2006 PDF created with pdfFactory trial version www.pdffactory.com Qo Physical /€hemicallProperties (contid.) Solubility in Water (% by weight): Insoluble Specific Gravity (H2O = 1): <1 Vapor Density (air = 1; 1 atm): NAP Vapor Pressure (mm Hg): NAP Viscosity: NAP % Volatile by Volume (© 70 °F (21 °C)]: 0 in Stability - i i Reactivity Stability: ❑ Unstable ® Stable Conditions to Avoid: High relative humidity and high temperature increase the rate of emission of formaldehyde from medium- density fiberboard. Incompatibility (Materials to Avoid): Strong oxidizing agents, strong acids Hazardous Decomposition or By- Products: Thermal and /or thermal- oxidative decomposition can produce irritating and toxic fumes and gases, including carbon monoxide, aldehydes and organic acids. Hazardous Polymerization: ❑ May occur ® Will not occur Sensitivity to Mechanical Impact: NAP Sensitivity to Static Discharge: NAP Wood Dust: Wood dust (softwood or hardwood): OSHA Hazard Rating = 3.3; moderately toxic with probable oral lethal dose to humans being 0.5 -5 g /kg (about 1 pound for a 70 kg or 150 pound person). Source: OSHA Regulated Hazardous Substances, Government Institutes, Inc., February 1990. Wood dust — generated from sawing, sanding or machining the product — may cause nasal dryness, irritation, coughing and sinusitis. NTP and IARC classify wood dust as a human carcinogen (IARC Group 1). This classification is based primarily on increased risk in the occurrence of adenocarcinomas of the nasal cavities and paranasal sinuses associated with exposure to wood dust. The evaluation did not find sufficient evidence to associate cancers of the oropharynx, hypopharynx, lung, lymphatic and hematopoietic systems, stomach, colon or rectum with exposure to wood dust. Formaldehyde: OSHA Hazard Rating = 3 for local and systemic acute and chronic exposures; highly toxic. Irritation studies: human skin, 150 ug /3 days, intermittent exposure produced mild results; human eye, 1 ppm /6 minutes produced mild results. Toxicity studies: human inhalation TCL° of 8 ppm reported, but response not specified; human inhalation TCL° of 17 m3g /m3 for 30 minutes produced eye and ° pulmonary results; human inhalation TCL of 300 ug /m produced nose and central nervous system results; LC50 (rat, inhalation) = 1,000 mg /m3, 30 minutes; LC50 (mice, inhalation) = 400 mg/m , 2 hours. Exposure to gaseous formaldehyde may cause temporary irritation to the nose and throat as well as lead to respiratory disorders. However, in a thorough review of sensory/respiratory irritation studies of formaldehyde from the standpoint of occupational exposure, an expert panel has observed exposure up to concentrations of 0.3 ppm failed to produce irritation. With regard to respiratory disorders, studies have concluded the threshold for long -term chronic pulmonary effects is between 0.4 and 3 ppm and for chronic obstructive pulmonary disease is 2 ppm. Pre - existing respiratory disorders may be aggravated by exposure. Flakeboard MSDS MDF729- 06.doc Page 4 of 7 Rev. 09/08/2006 PDF created with pdfFactory trial version www.Ddffactory.com 9410 Toxicological Information (contid.) Epidemiology studies of workers exposed to formaldehyde have failed to consistently identify an association between formaldehyde exposure and cancer. In animal studies, rats and mice exposed to high levels of formaldehyde developed nasal cancer while hamsters did not. These exposure levels are far above those levels normally found in the workplace. Formaldehyde is classified by IARC as carcinogenic to humans (Group 1). A working group of IARC has determined that there is sufficient evidence that formaldehyde causes nasopharyngeal cancer in humans, a rare cancer in developed countries. NTP included formaldehyde in the annual report on carcinogens. OSHA regulates formaldehyde as a potential carcinogen for exposures exceeding 0.5 ppm. Source: OSHA Regulated Hazardous Substances, Government Institutes, Inc., February 1990; Registry of Toxic Effects of Chemical Substances (RTECS), National Institute for Occupational Safety and Health (provided by Canadian Centre for Occupational Health and Safety, CCINFO May 1995). 9f� Ecological (1t,1 0 No information available at this time. Waste Disposal Method: Incinerate or landfill in accordance with local, state, and federal regulations. This product is not considered hazardous waste under federal hazardous waste regulations 40 CFR 261. Please be advised, however, state and local requirements for waste disposal may be different than federal regulations. Dry land disposal is acceptable in most states if disposed of or discarded in its purchased form. It is, however, the user's responsibility to determine at the time of disposal whether the product meets EPA RCRA criteria for hazardous waste. 94 Transport Not regulated as a hazardous material by the U.S. Department of Transportation. TSCA: This product complies with TSCA inventory requirements. CERCLA: NAP DSL: NAP OSHA: Wood products are not hazardous under the criteria of the federal OSHA Hazard Communication Standard 29 CFR 1910.1200. However, formaldehyde emissions from this product and wood dust generated by sawing, sanding or machining this product may be hazardous. STATE RIGHT -TO -KNOW: Minnesota: Minnesota Statutes, 1984, Section 144.495 and 325F.181 require that all particleboard and medium - density fiberboard used in newly constructed housing units or sold to the public as building materials in Minnesota meet the HUD Formaldehyde Emission Standard for Particleboard, 24 CFR Sections 3280.308 and 3280.406. Furniture and furnishings not normally permanently affixed to a housing unit are not considered "building materials" and are excluded. New Jersey: Under certain conditions, this product may release free formaldehyde vapor at concentrations at or above 0.1 parts per million (ppm) but less than 0.5 ppm. Formaldehyde is a substance which appears on New Jersey's Environmental Hazardous Substance List. Flakeboard MSDS MDF729- 06.doc Page 5 of 7 Rev. 09/08/2006 PDF created with pdfFactory trial version www.odffactory.com . (,contid.) Pennsylvania: Under certain conditions, this product may release free formaldehyde vapor at concentrations at or above 0.1 parts per million (ppm) but less than 0.5 ppm. Wood dust may be generated by sawing, sanding or machining this product. Formaldehyde and wood dust are substances which appear on Pennsylvania's Appendix A — Hazardous Substance Lists. California: California's Safe Drinking Water and Toxic Enforcement Act of 1986 (Initiative Measure, Proposition 65): Title 22 California Code of Regulations requires that a clear and reasonable warning be given before exposure to chemicals listed by the State as causing cancer or reproductive toxicity. Formaldehyde is on California's list of chemicals known to the State to cause cancer. SARA 313 Information: None SARA 311/312 Hazard Category: NAP FDA: NAP WHMIS Classification: This product is not considered a controlled product. Date Prepared: 9/20/87 Date Revised: 9/08/2006 Prepared By: Flakeboard America Limited Flakeboard MSDS available on: www.flakeboard.com User's Responsibility: The information contained in this Material Safety Data Sheet is based on the experience of occupational health and safety professionals and comes from sources believed to be accurate or otherwise technically correct. It is the user's responsibility to determine if the product is suitable for its proposed application(s) and to follow necessary safety precautions. The user has the responsibility to make sure that this sheet is the most up -to -date issue. Definition of Common Terms: ACGIH = American Conference of Governmental Industrial Hygienists C = Ceiling Limit CAS# = Chemical Abstracts System Number DOT = U. S. Department of Transportation DSL = Domestic Substance List EC50 = Effective concentration that inhibits the endpoint to 50% of control population EPA = U.S. Environmental Protection Agency IARC = International Agency for Research on Cancer IATA = International Air Transport Association IMDG = International Maritime Dangerous Goods LCLo = Lowest concentration in air resulting in death LC50 = Concentration in air resulting in death to 50% of experimental animals LDLo = Lowest dose resulting in death LD50 = Administered dose resulting in death to 50% of experimental animals LEL = Lower Explosive Limit LFL = Lower Flammable Limit MSHA = Mining Safety and Health Administration NAP = Not Applicable NAV = Not Available NIOSH = National Institute for Occupational Safety and Health NPRI = Canadian National Pollution Release Inventory NTP = National Toxicology Program OSHA = Occupational Safety and Health Administration Flakeboard MSDS MDF729- 06.doc Page 6 of 7 Rev. 09/08/2006 PDF created with pdfFactory trial version www.pdffactory.com (contid.) PEL = Permissible Exposure Limit RCRA = Resource Conservation and Recovery Act STEL = Short-Term Exposure Limit (15 minutes) TCLo = Lowest concentration in air resulting in a toxic effect TDG = Canadian Transportation of Dangerous Goods TDLo = Lowest dose resulting in a toxic effect TLV = Threshold Limit Value TSCA = Toxic Substance Control Act TWA = Time - Weighted Average (8 hours) UFL = Upper Flammable Limit WHMIS = Workplace Hazardous Materials Information System Flakeboard MSDS MDF729- 06.doc Page 7 of 7 Rev. 09/08/2006 PDF created with pdfFactory trial version www.pdffactory.com April 18, 2012 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Philip Foster 219 N 2nd St, Suite 301 Minneapolis, MN 55401 RE: Correction Letter #1 Development Permit Application Number D12 -120 The Art of Shaving — 201 Southcenter Mall Dear Mr. Foster, 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: Dave Larson at 206 431 -3678 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) 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, I can be reached at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D12 -120 W:\Permit Center \Correction Letters\2012\D12 -120 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: April 11, 2012 Project Name: The Art of Shaving Permit #: D12 -120 Plan Review: Dave Larson, Senior Plans 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. You included two different gyp board ceiling details on page A2. detail 4 and detail 2. They appear to be slightly different. Detail 2 calls for 8 gauge hanger wires and it's not clear as to what the purpose of the 16 gauge metal tract is. How are the vertical struts connected to the structure above? Please fix discrepancies between details and add clarification for connections to the structural lid at this site. 2. Please provide the class rating for the flame spread index and the smoke - developed index for the collage panels (WF2) per section 803 of the IBC. 3. Detail 4 on A5 shows new store front framing with 3 5/8" metal studs 16 inches 0. C. Please provide framing plans that include all connection details and connection to the existing structure. Include cross bracing if needed. 4. Detail 1 on page E1.2 shows a lighted exit sign above the door at the rear of the retail space. It is not allowed to exit through a storage area unless there is a path demarcated through the storage area with full or partial height walls. Since this space only requires one exit, this exit sign is not required. Please remove this sign or provide the demarcated path through the storage room. 5. Detail 1 on page A3 has some fixtures labeled with H2, G3, M1, J2, DS, N1, D1 and El. I could not find a table that shows what these are. This would be helpful to review compliance with accessibility requirements. Where required, you should show wheelchair clear spaces and accessible routes through the space as required. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. �PEWIT CO COP • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: 012 -120 DATE: 04 -30 -12 PROJECT NAME: THE ART OF SHAVING SITE ADDRESS: 201 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: ull ing` Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 05-01-12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route X Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 05-29-12 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 *EMIT COORD COPIA PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -120 PROJECT NAME: ART OF SHAVING, THE SITE ADDRESS: 201 SOUTHCENTER MALL DATE: 04/09/12 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS' I�-IL 4 � 1 C�' -�-��3 �� 3V - o V V—. ildin Division Firs Prevention Planning Division g Pu lic Works Structural n Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 04/10/12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05 /08/12 Approved n Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg- Fire ❑ Ping ❑ PW ❑ Staff Initials: we Documents /routing slip.doc 02/29/12 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.t :rkwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not accepted Through the null!, fax, etc. Date: 4 -25 -12 Plan Check/Permit Number: D12 120 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 0 Revision # after Permit is Issued • Revision requested by a City Building Inspector or Plans Examiner Project Name: The Art of Shaving Project Address: 201 Southcenter Mall Contact Person: Philip Foster Phone Number: 612- 338 -6677 Summary of Revision: Comment number 1, drawing 2 has been omitted and drawing 3,4, and 5 have been revised to clarify attachment method. Comment number 2, see attached MSDS and flame spread rating. Comment number 3, box beam and box column construction has been added to the storefront construction. Comment number 4, the exit sign above door 102 has been changed to emergency only. Comment number 5,- fixture list has been added. 'Sheet Number(s): A2 , A3 , A5 , El .2 "Cloud" or highlight all areas of revision lnciridin date of revisio Received at the City of Tukwila Per��niit Center by: ,Entered in Permits Plus on `A- 12- � e__ A�FJyEp APR-3 0 2012 PERM T CENTER lapplications\f orms - applications on'linelrevision submittal Created: 8 =l3 -2004 Revised: Contractors or Tradespeople P jier Friendly Page • 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. Business and Licensing Information Name HORIZON RETAIL CONST INC UBI No. 601483044 Phone 2626386000 Status Active Address 1500 Horizon Drive License No. HORIZRC072N5 Suite /Apt. License Type Construction Contractor City Sturtevant Effective Date 8/25/1993 State WI Expiration Date 4/15/2013 Zip 53177 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date HENDERSEN, JON E Cancel Date 01/01/1980 Amount GUSTIN, ROBERT L 7 01/01/1980 5919211 HENDERSON, JON E 03/29/2013 01/01/1980 JAWORT, DAN Agent 01/01/1980 ZURICH AMERICAN INS CO Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 HANOVER INS CO 1592447 04/10/2002 Until Cancelled $12,000.00 04/15/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 7 ZURICH AMERICAN INS CO 5919211 03/29/2009 03/29/2013 $1,000,000.0004 /06/2012 6 ZURICH AMERICAN INS CO 59192110001 03/29/2006 03/29/2009 $1,000,000.0003 /24/2008 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip /Print.aspx 05/21/2012 WA \Drawings \Work in Progress \12121.008 G1 0 a) 0 c U t 0 V) Co 0 N. v s 4- 0 a L i VICINITY PLAN SEPARATE PERMIT REQUIRED FOR: d Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION SOUTHCENTER MALL SEATTLE, WA GENERAL NOTES 1. WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODE REQUIREMENTS AND ALL STATE AND FEDERALLY MANDATED REQUIREMENTS IN EFFECT AT THE TIME OF SUBMITTAL FOR BUILDING PERMITS. 2. THESE DRAWINGS DO NOT CONTAIN INFORMATION WITH REGARD TO CONSTRUCTION SAFETY PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SAFETY AND SHALL PERFORM ALL WORK IN ACCORDANCE WITH STATE AND /OR FEDERAL CONSTRUCTION SAFETY GUIDELINES. 3. IF APPLICABLE, THE OWNER SHALL PAY ALL APPLICABLE ENVIRONMENTAL UTILITIES FEES AT BUILDING PERMIT ISSUANCE. 4. GENERAL CONTRACTOR TO THOROUGHLY REVIEW THESE PLANS, VISIT THE SITE, VERIFY DIMENSIONS BEFORE SUBMITTING A BID, AND NOTIFY THE ARCHITECT OF DISCREPANCIES. 5. ITEMS SHOWN AS N.I.C. ON PLANS MAY REQUIRE SEPARATE SUBMITTALS, APPROVALS AND PERMITS. INSTALLING CONTRACTOR(S) ARE RESPONSIBLE FOR OBTAINING EACH REQUIRED PERMIT. 6. TENANT SIGNAGE SHOWN IS NOT A PART OF THIS WORK (N.I.C.). GENERAL CONTRACTOR IS RESPONSIBLE TO BRING POWER TO SIGNAGE AS REQUIRED. 7. FOLLOWING ITEMS INCLUDED TO THE DEFERRED SUBMITTAL, GC RESPONSIBLE FOR SECURING PERMITS FOR ITEMS B, C AND D BELOW: A. B. C. D. EXTERIOR /INTERIOR SIGN, SPRINKLER SYSTEM, SECURITY AND FIRE ALARM SYSTEMS, LOW VOLTAGE AS REQUIRED. GC TO COORDINATE LOW VOLTAGE REQUIREMENTS WITH TENANT LOW VOLTAGE TEAM TO SECURE COMPLETE LOW VOLTAGE PERMIT FOR GC SCOPE AND TENANT FURNISHED AND INSTALLED ITEMS. 8. MAINTAIN EXISTING FIRE LANES, WHERE APPLICABLE. 9. VERIFY IN FIELD, ELEVATIONS, FLOW LINES, EXISTING CONDITIONS, AND POINTS OF CONNECTION WITH SITE IMPROVEMENTS PRIOR TO THE START OF CONSTRUCTION. ALERT ARCHITECT AND ENGINEER OF DISCREPANCIES BEFORE PROCEEDING WITH WORK. 10. REPAIR EXISTING PUBLIC FACILITIES DAMAGED DURING THE COURSE OF CONSTRUCTION TO THE SATISFACTION OF THE CITY OF TUKWILA. 11. BUILDING HEIGHTS AND ELEVATIONS SHALL BE MEASURED FROM FINISH FLOOR UNLESS OTHERWISE NOTED. 12. ENSURE FINISH MATERIALS WILL BE FLUSH WITH ADJACENT SURFACES AND JOINTS, (EXCEPT WHERE INDICATED OTHERWISE). 13. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS AND PAYING APPLICABLE FEES PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. THESE FEES SHALL INCLUDE, BUT NOT BE LIMITED TO, THOSE FEES REQUIRED BY CITY ORDINANCES SUCH AS TRAFFIC IMPACT FEES, NOISE FEES, PUBLIC FACILITIES FEES, FIRE IMPACT FEES, AND REGIONAL TRANSPORTATION IMPACT FEES. 14. DURING CONSTRUCTION, ACCESS SHALL BE PROVIDED TO AREAS OF THE SITE COMPLETELY AROUND STRUCTURES. 15. ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, ETC. LOCATED IN RATED PARTITIONS SHALL BE BACKED WITH DRYWALL AS REQUIRED TO MAINTAIN RATING. CONTRACTOR TO VERIFY WALL THICKNESS REQUIRED FOR ALL ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, ETC. 16. PROVIDE DOUBLE STUDS, BLOCKING, BRACING AND BACK -UP PLATES WHERE REQUIRED TO SUPPORT EQUIPMENT, MISCELLANEOUS ITEMS, LE., TYPICAL CASEWORK, CABINETS, GRAB BARS, TOILET ACCESSORIES, FIXTURES, SIGNS, HAND RAILING, ETC. 17. COLUMN LINES SHOWN ON FLOOR PLANS WILL HAVE COLUMN LINE INDICATOR BUBBLES SHOWN ON THEM. THESE BUBBLES ARE FOR REFERENCE ONLY. 18: DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE OWNER'S REPRESENTATIVE BEFORE CONTINUING WITH CONSTRUCTION. 19. CONTRACTOR SHALL VERIFY DIMENSIONS AND COORDINATE TRADES. CONTRACTOR TO VERIFY WITHIN FIRST 3 DAYS. 20. CONTRACTOR SHALL VERIFY EQUIPMENT LOCATIONS AND DIMENSIONS AND REQUIRED CLEARANCES OF EQUIPMENT (REFER TO DRAWINGS, SPECIFICATIONS, AND EQUIPMENT MANUALS & CUT SHEETS). DRAWINGS REFLECT EXISTING CONDITIONS INCLUDING: COLUMN LOCATIONS AND SIZES, EXIT DOOR LOCATIONS AND SIZES, AND ROOF TOP MECHANICAL UNIT LOCATIONS. 21. SYMBOLS, ABBREVIATIONS, AND NOTES MARKED "TYPICAL" OR "TYP" SHALL APPLY IN ALL SIMILAR CIRCUMSTANCES, UNLESS OTHERWISE NOTED. 22. PROVIDE CLEANUP AND REMOVAL OF DEBRIS FROM PREMISES CAUSED BY THIS WORK. 23. BEFORE SUBMITTING BID PROPOSALS FOR THE WORK IN THESE SPECIFICATIONS & DRAWINGS, EACH CONTRACTOR AND SUBCONTRACTOR SHALL EXAMINE THE SITE AND FAMILIARIZE THEMSELVES W/ EXG. CONDITIONS BEFORE PROCEEDING. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF MISUNDERSTANDING AS TO THE AMOUNT OF WORK INVOLVED OR LACK OF KNOWLEDGE OF EXISTING CONDITIONS. IN CASE OF ANY INCONSISTENCIES OR DISCREPANCIES BETWEEN DRAWINGS, THE MOST STRINGENT NOTE OR CONDITION SHALL APPLY AND THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF SUCH DISCREPANCIES. NOT REPORTING ANY SUCH UNSUITABLE CONDITION WILL CONSTITUTE ACCEPTANCE OF ALL CONDITIONS BY CONTRACTOR AND /OR SUBCONTRACTOR. 24. NO HAZARDOUS MATERIALS, LIQUIDS OR CHEMICALS SHALL BE STORED OR USED WITHIN THE SUBJECT BUILDING AS TO REQUIRE A HAZARDOUS CLASSIFICATION PER APPLICABLE CODE. 25. SWITCHES AND CONTROLS FOR LIGHTS, VENTILATION, FIRE ALARMS, ETC. MUST BE PLACED NO MORE THAN 48" AFF. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING; LIGHT FIXTURE SUPPORTS AS REQUIRED. 26. TENANT'S GC MUST ABIDE BY ALL RULES AND REGULATIONS SET FORTH BY THE MALL CONSTRUCTION HANDBOOK. 27. TENANT'S GC MUST ATTEND A PRE - CONSTRUCTION MEETING WITH MALL OPERATIONS PRIOR TO PERFORMING ANY WORK. 28. ANY WIRES OR CONDUITS PASSING THROUGH THE SPACE MUST BE TRACED PRIOR TO DEMO. COORDINATE WITH MALL OPERATIONS OR TENANT COORDINATION PRIOR TO CUTTING ANY LINES PASSING THROUGH THE SPACE. c K„ No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOT2: Revisions will require a new plan submittal and may include additional plan review fees. I REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 7 01 u City of BUILDING SIC N FILE COPY Permit No. Pfeil review approval le subject to Off011 and omissions. Approval of conshuction documents doers not authorize the violation of any adopted code or ordinance. Receipt of approved Feld Ccpyand I dIans is acknowledged: By Date:, ?-24 -I^� City Of'�Ukwfla BUILDING DMSION SYMBOLS DEMO NOTE OPLAN NOTE DOOR TAG ��- WALL TYPE 9 ) ROOM NAME rffil FINISH TAG REVISION TAG ROOM /NAME /NUMBER GRID REFERENCE WALL SECTION REFERENCE ELEVATION REFERENCE 1 DETAIL ENLARGEMENT T.O. MASONRY ® 20' -O" AFF • ELEVATION DATUM REFERENCE TOILET FIXTURE /ACCESSORY FIXTURE TAG/ FURNITURE TAG REQUIRED CONTRACTORS SPRINKLER: LANDLORD'S REQUIRED CONTRACTOR COORDINATE WITH MALL OPERATIONS ROOFING: LANDLORD'S REQUIRED CONTRACTOR COORDINATE WITH MALL OPERATIONS WASTE: FIRE ALARM: CORRE ION LTR #� REPRESENTATIVE REPRESENTATIVE RECEIVED APR 3 0 2012 PERMIT CENTER INDEX OF DRAWINGS PROJECT DIRECTORY BUILDING DEPARTMENT: STORE DESCRIPTION. RETAIL SHAVING SUPPLIES GOVERNING CODES: M (MERCANTILE) GROSS LEASED AREA:- 835 SF SQ FT PER OCCUPANT LOAD: OCCUPANCY EXIT REQUIREMENTS: EXIT ILLUMINATION. ARCHITECT: BRUCE M. CARLSON, ARCHITECT BUILDING: PLUMBING: MECHANICAL: ELECTRICAL: FIRE: ENERGY: ACCESSIBILITY: NUMBER OF LEVELS: TOTAL TOL 835 SF 19 - (1) REQUIRED / (2) PROVIDED PROVIDE - AS SHOWN ON ELECTRICAL SHEETS. FIRE SPRINKLERS: EXISTING MAIN AND CONNECTIONS 219 NORTH SECOND STREET, SUITE 301 MINNEAPOLIS, MN 55401 -1454 PROJECT DESCRIPTION. INTERIOR TENANT BUILD -OUT THE ART OF SHAVING, INC. R1 PHIL FOSTER pfoster©cmarch.com TENANT: 1301 NW 84TH AVE, SUITE 101 R3 MIAMI, FL 33126 PH: (612) 338 -6677 CONSTRUCTION MANAGER: CASSIDY TURLEY M1.2 FAX: (612) 338 -2995 M1.3 MECHANICAL SCHEDULES AND SPECIFICATIONS 721 EMERSON, SUITE 300 ENGINEER: EMANUELSON- PODAS, INC. E1.2 10401 BREN ROAD EAST E1.3 ST. LOUIS, MO 63141 MAIN PROJECT CONTACT: RYAN LANE EMAIL: ryan.lane@cassidyturley.com MINNETONKA, MN 55343 PH: (314) 392 -2717 CONTACT: SCOTT VANDER HEIDEN EMAIL: FAX: (314) 392-2701 svanderheiden©epinc.net PH: (952) 930 -0050 LANDLORD: WESTFIELD FAX: (952) 930 -0777 11601 WILSHIRE BLVD., 11TH FLOOR LOS ANGELES, CA 90025 CONTACT: J. SCOTT PRIESTER FIXTURES: REFER TO TENANT PROVIDED PH: (206) 802 -6070 CONTACT SHEET EMAIL: spiester@us.westfield.com CENTER MANAGER: SOUTHCENTER MALL 2800 SOUTHCENTER MALL SIGNAGE: REFER TO TENANT PROVIDED SEATTLE, WA 98188 CONTACT SHEET CONTACT: CHRISTIAN GAULTENBERGER PH: (206) 246 -0423 EMAIL: cgaultenberger@us.westfield.com SYMBOLS DEMO NOTE OPLAN NOTE DOOR TAG ��- WALL TYPE 9 ) ROOM NAME rffil FINISH TAG REVISION TAG ROOM /NAME /NUMBER GRID REFERENCE WALL SECTION REFERENCE ELEVATION REFERENCE 1 DETAIL ENLARGEMENT T.O. MASONRY ® 20' -O" AFF • ELEVATION DATUM REFERENCE TOILET FIXTURE /ACCESSORY FIXTURE TAG/ FURNITURE TAG REQUIRED CONTRACTORS SPRINKLER: LANDLORD'S REQUIRED CONTRACTOR COORDINATE WITH MALL OPERATIONS ROOFING: LANDLORD'S REQUIRED CONTRACTOR COORDINATE WITH MALL OPERATIONS WASTE: FIRE ALARM: CORRE ION LTR #� REPRESENTATIVE REPRESENTATIVE RECEIVED APR 3 0 2012 PERMIT CENTER INDEX OF DRAWINGS BUILDING CODE CLASSIFICATION BUILDING DEPARTMENT: CITY OF TUKWILA COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD, #100 TUKWILA, WA 98188 PH:(206) 431 -3670 ALL WORK SHALL BE IN CONFORMANCE WITH, BUT NOT LIMITED TO, THE REQUIREMENTS OF THE FOLLOWING, AND ANY OTHER STATE OR LOCAL CODES HAVING JURISDICTION. 2009 INTERNATIONAL BUILDING CODE 2009 UNIFORM PLUMBING CODE AMENDED 2009 INTERNATIONAL MECHANICAL CODE 2008 NATIONAL ELECTRICAL CODE 2009 INTERNATIONAL FIRE CODE 2009 WASHINGTON STATE ENERGY CODE ADAAG & WASHINGTON STATE BUILDING CODE 1 OF 2 IIB, NON- COMBUSTIBLE, FULLY SPRINKLERED OCCUPANCY: GOVERNING CODES: M (MERCANTILE) GROSS LEASED AREA:- 835 SF SQ FT PER OCCUPANT LOAD: OCCUPANCY EXIT REQUIREMENTS: EXIT ILLUMINATION. AREA OCCUPANT OCCUPANTS SALES AREA 508 SF / 00 = 17 TOILET 1 ROOM 60 SF / 100 = 1 OTHER 267 SF / 300 = 1 BUILDING: PLUMBING: MECHANICAL: ELECTRICAL: FIRE: ENERGY: ACCESSIBILITY: NUMBER OF LEVELS: TOTAL TOL 835 SF 19 - (1) REQUIRED / (2) PROVIDED PROVIDE - AS SHOWN ON ELECTRICAL SHEETS. FIRE SPRINKLERS: EXISTING MAIN AND CONNECTIONS INTERIOR ELEVATIONS ...SPRINKLER BY LANDLORD. GC TO MODIFY EXISTING FIRE SPRINKLER SYSTEM IN CONFORMANCE WITH CURRENT STANDARDS AND LOCAL CODES AND REGULATIONS. ALL WORK TO BE PERFORMED BY A QUALIFIED SPRINKLER CONTRACTOR WHO SHALL DESIGN AND PREPARE SHOP DRAWINGS AND SUBMIT THEM TO THE LANDLORD AND CODE OFFICIALS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. CONSTRUCTION TYPE: SYMBOLS DEMO NOTE OPLAN NOTE DOOR TAG ��- WALL TYPE 9 ) ROOM NAME rffil FINISH TAG REVISION TAG ROOM /NAME /NUMBER GRID REFERENCE WALL SECTION REFERENCE ELEVATION REFERENCE 1 DETAIL ENLARGEMENT T.O. MASONRY ® 20' -O" AFF • ELEVATION DATUM REFERENCE TOILET FIXTURE /ACCESSORY FIXTURE TAG/ FURNITURE TAG REQUIRED CONTRACTORS SPRINKLER: LANDLORD'S REQUIRED CONTRACTOR COORDINATE WITH MALL OPERATIONS ROOFING: LANDLORD'S REQUIRED CONTRACTOR COORDINATE WITH MALL OPERATIONS WASTE: FIRE ALARM: CORRE ION LTR #� REPRESENTATIVE REPRESENTATIVE RECEIVED APR 3 0 2012 PERMIT CENTER INDEX OF DRAWINGS G1 TITLE SHEET G2 RESPONSIBILITY SCHEDULE AND ABBREVIATIONS Al FLOOR PLAN, PARTITION SCHEDULE AND NOTES A2 REFLECTED CEILING PLAN, SCHEDULE AND NOTES A3 FINISH & FIXTURE/FURNITURE PLAN Sc DETAILS A4 INTERIOR ELEVATIONS A5 STOREFRONT ELEVATIONS AND SECTIONS R1 SPECIFICATIONS R2 SPECIFICATIONS R3 SPECIFICATIONS M1.1 MECHANICAL TITLE SHEET M1.2 MECHANICAL PLANS M1.3 MECHANICAL SCHEDULES AND SPECIFICATIONS E1.1 ELECTRICAL TITLE SHEET AND SPECIFICATIONS E1.2 ELECTRICAL LIGHTING AND POWER PLAN E1.3 ELECTRICAL SCHEDULES AND DETAILS GENERAL NOTE GENERAL CONTRACTOR TO INCLUDE G1 & G2 SHEET WITH ALL BID REQUESTS. CONTACT ARCHITECT WITH ANY COORDINATION AND DISCREPANCY ISSUES OR GC WILL BE RESPONSIBLE FOR RECTIFYING ANY ISSUES AND ALL ASSOCIATED COSTS. BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON, ARCHITECT 219 N. 2ND ST., SUITE 301 MINNEAPOLIS, MN 55401 PHONE: (612) 338 -6677 FAX: (612) 338 -2995 E -MAIL: info @cmarch.com CONTACT: PHILIP FOSTER pfoster @cmarch.com CONSULTANTS: EMANUELSON -PODAS MECHANICAL / ELECTRICAL 10401 BREN RD. EAST MINNETONKA, MN 55343 952 - 930 -0050 SCOTT VANDER HEIDEN SEAL: 5449 tilt% REGI RED ECT CE CARLSs STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 03 -30 -12 DATE ISSUED 5449 REG. NO. SOUTHCENTER MALL 632 SOUTHCENTER MALL SEATTLE, WA 98188 SHEET TITLE: TITLE SHEET REVISIONS: NO: DATE: BY: LL 4 -25 -12 PROJECT NO: 12121.008 DRAWN BY: JGH G1 COPYRIGHT BRUCE M. CARLSON, AIA 2012 — 4/25/2012 4:57:54 PM .c ai 0 s SA The Art of Shaving V2121.0080 Southcenter Mall — Seattle, WA \Drawings \Work in Progress \12121.008 G2 SCHD.dwg RESPONSIBILITY SCHEDULE ITEM 01000 GENERAL REQUIREMENTS 1. INSURANCE 2. BOND 3. PERMITS AND FEES A. BUILDING PERMIT B. BUILDING PLAN CHECK FEE C. SIGN PERMIT D. SIGN PLAN CHECK FEE E. FIRE PROTECTION PLANS /PERMIT F. OTHER 4. INSPECTIONS 5. TEMPORARY UTILITIES 6. TEMPORARY CONST BARRICADE 7. FIELD VERIFY CONDITIONS & DIMS 8. CLEAN UP 9. TRASH REMOVAL & DUMPSTERS 10. HAZ -MAT ABATEMENT 11. FLOOR PREPARATION 12. FLOORING PROTECTION 13. CERTIFICATE OF OCCUPANCY 14. PROJECT SUPERVISION 02000 SITE WORK 1. DEMOLITION 2. SAW CUT / CORE BORE SLAB 3. GAS SERVICE & MANIFOLD 4. WATER SERVICE DOM. AND FIRE 5. ELECTRICAL SERVICE & METER 03000 CONCRETE WORK 1. SAND PAD 2. VAPOR BARRIER 3. REINFORCING FABRIC 4. CONCRETE SLAB 5. POURED CONCRETE 6. FLOOR PATCH UNDERLAYMENT TOPPING 7. EXPANSION JOINT 04000 MASONRY 1. NO WORK UNDER THIS SECTION. 05000 METALS 1. STRUCTURAL STEEL 2. METAL DECKING 3. COLD- FORMED METAL FRAMING A. DEMISING WALLS - STUD WALL B. STUDS, JOISTS, FURRING, ETC. 4. METAL REVEAL 5. EXPANSION JOINT COVER 6. THREADED ROD 7. SLOTTED CHANNEL FRAMING 8. MISCELLANEOUS STEEL 06000 WOOD AND PLASTICS 1. ROUGH CARPENTRY FRT LUMBE 2. PLYWOOD 3. WOOD BLOCKING 07000 THERMAL Sc MOISTURE CONTROL 1. MOISTURE BARRIER 2. VAPOR BARRIER 3. BATT INSULATION 4. BOARD INSULATION 5. E.I.F.S. 6. • FLASHING SHEET METAL 7. WATERPROOFING 8. CAULKING SEALANTS 9. SPRAYED -ON FIREPROOFING J CO U a_ Q 1- 0 z Num MEIN ■MD■ ■■ ■■ ■ ■®E ■ ■D■ ■■ ©E ■■0■ ■ ■D■ ■ ■DE ■ ■DO ■11013 1111 ■0 ■ ■DO M■■■ ■ ■DD M■■■ ■■ ■■ ■ ■DO M ■DO ■ ■D■ ■MD■ ■■■■ ■ ■•• 11.00 ■ ■DO ■ ■00 ■ ■00 ■Moo mum //■■■ ■❑ ■E ■E■ ■ ■nD ■■■■ ►�■ ■■ ■■11• E mmi ■■R• ■ ❑1111 ■❑ ■■ MINN ■ ❑DD ■ ■DD • ■1110 ■ ■DD ■■DO 1111©© ■■.- ■■©o ■ ■DD ■Moo O■■■ OMEN ■ ■■ ►�■■■ •■■ ■■■ ■ ■DD M ❑E■ } m w z 2 COMMENT AS REQUIRED BY LANDLORD AND OR TENANT. AS REQUIRED BY LANDLORD AND /OR TENANT. AS REQUIRED BY GOVERNING AUTHORITIES. AS REQUIRED BY GOVERNING AUTHORITIES. AS REQUIRED BY GOVERNING AUTHORITIES. AS REQUIRED BY GOVERNING AUTHORITIES. AS REQUIRED PER STORE DESIGN AND GOVERNING AUTHORITIES. ALL OTHER PERMITS AND FEES AS REQUIRED BY GOVERNING AUTHORITIES. AS REQUIRED BY LOCAL BUILDING DEPARTMENT. AS REQUIRED AND COORDINATED WITH LL COORDINATE WITH LL FOR SPECIFIC REQUIREMENTS PRIOR TO BIDDING. DAILY SWEEP CLEANING DURING CONSTRUCTION. THOROUGH, PROFESSIONAL CLEAN -UP AT PROJECT COMPLETION. VERIFY CITY & LL REQUIREMENTS. GC TO REMOVE /DISPOSE OF ALL BOXES /CRATES/ TRASH OF TENANT FURNISHED & INSTALLED ITEMS. PROTECTION FOR FLOOR FINISHES AFTER INSTALLATION. LEAVE WITH STORE MANAGER AT CONSTRUCTION COMPLETION. FULL TIME ON SITE SUPERVISOR - PROVIDE C OF 0 & C OF C. TWO COPIES OF "AS- BUILTS" OPERATIONS MANUAL WARRANTIES AND LIEN WAIVERS TO TENANT. AS REQUIRED TO CONSTRUCT SPACE AS DETAILED AS REQUIRED FOR PLUMBING AND ELECTRICAL, SEE MECH & ELEC SHEETS. VIF FOR PLUMBING AND ELECTRICAL. SEE MECH & ELEC SHEETS. VIF FOR PLUMBING AND ELECTRICAL. SEE MECH & ELEC SHEETS. VIF SEE ELEC SHEETS. EXISTING TO REMAIN. EXISTING TO REMAIN. AS REQUIRED TO INSURE FLUSH FINISH FLOOR TRANSITIONS & PROPER FINISH FLOOR INSTALLATIONS. EXISTING TO REMAIN. MAINTAIN FIRE RATING. EXISTING TO REMAIN. MAINTAIN FIRE RATING. EXISTING TO REMAIN. MAINTAIN FIRE RATING. SEALED TIGHT TO DECK FOR 1 -HR RATING AS /IF REQUIRED. PER PLANS. 3 8" THREADED ROD AT LENGTHS AS REQUIRED. 1 1 2" X 1 1 2" UNISTRUT AS REQUIRED. AS REQUIRED. SEE DRAWINGS FOR SPECIFIC DESCRIPTIONS. AS REQUIRED. AS REQUIRED. FIRE RETARDANT TREATED WOOD BLOCKING AS REQUIRED. EACH TRADE TO PROVIDE AS REQUIRED. GC TO REPAIR ANY DAMAGE AT CONSTRUCTION COMPLETION AS IF REQUIRED. ITEM 08000 DOORS & WINDOWS 1. STOREFRONT GLAZING SYSTEM 2. STOREFRONT ENTRY DOORS 3. INTERIOR DOORS A. HOLLOW METAL B. HOLLOW CORE WOOD 4. SERVICE DOOR 5. DOOR HARDWARE 6. DOOR LOCK CORES AND KEYS 7. PANIC HARDWARE 8. ACCESS PANEL 09000 FINISHES 1. GYPSUM BOARD 2. EXISTING GYPSUM BOARD 3. WATER RESISTANT GYPSUM BOARD 4. EXTERIOR SHEATHING 5. FLOOR A. PORCELAIN TILE B. GROUT AND SEALER C. VINYL FLOORING D. WOOD FLOORING E. CONCRETE SEALER F. MALL FLOORING 6. TRANSITIONS 7. PAINT 8. WALL COVERING 9. CEILING A. OPEN TO STRUCTURE B. HARD SURFACE C. SUSPENDED ACOUSTICAL CLG D. SUSPENDED 11N CLG & GRID 10. FRP WALL PANELS 11. VINYL BASE 12. WOOD BASE 10000 SPECIALTIES 1. SIGNAGE A. STOREFRONT ILLUMINATED SIGN B. BLADE SIGN C. POS SIGNAGE D. BARBER SPA SIGN E. MESSAGING GRAPHIC F. ADA SIGNAGE G. BARRICADE GRAPHICS H. SERVICE DOOR SIGNAGE. I. MALL DIRECTIONAL 2. FIRE EXTINGUISHERS 3. KNOX BOX 4. FABRIC AWNING 5. TOILET ROOM ACCESSORIES 6. BARRICADE 7. COAT HOOK 8. BARBER POLE 9. TRANSLITE 10. COCO MAT 11. POS SAFE 11000 EQUIPMENT 1. POS 2. MUSIC SYSTEM 3. TELEPHONE EQUIPMENT WIRING 12000 FURNISHINGS 1. SALES AREA WALL FIXTURES PRINTERS 2. DISPLAY TABLES AND BENCHES 3. CASHWRAP BACKWRAP 4. STOCKROOM SHELVING FIXTURES 5. FURNITURE 7. BARBER CHAIR 8. FATIGUE MAT 9. COLLAGE PANELS r m W N z COMMENT ■■ m ■■00 ■■ ■■ NOME ■Moo LOMB ■Moo MOD ern MMEM MEN MIME ■ m •■o® ■ ❑DD M ■DD ■ ■■ ■■■■ mom ■ ■■ mum ■ ■nn e■■■ ■ ❑nn ■ ■nn MHO ■Moo M■■■ ■■DD MOB IMMO ME■ ■■DD Emu ■Moo ■■E■ MUD ■■©© ■ ■E ■■■ MUM OHM ■ ■00 IMO MEM ■■11� ►■■■ ■■■ ■ ❑nn ■ ■DD ■ ■OD MUM mom ■ ■OD MAIM Num ■■00 ■ ■00 IMAM ■■11• ■M©© MEN ■■00 ■■©U ■ ■00 ■MoD M■00 ■■00 ■ ■00 ■■ ©0 PER PLANS PER PLANS EXG TO REMAIN, SEE DOOR SCHEDULE PER PLANS EXG TO REMAIN, SEE DOOR SCHEDULE PER PLANS ALL LOCKS TO BE RECORED PRIOR TO TENANT TAKEOVER. PAINT TO MATCH ADJ FINISHES. COORDINATE EXACT SIZES, LOCATIONS & QUANTITIES WITH ON -SITE CONDITIONS & TENANT. ALLOW CLEARANCES FOR FULL OPERATION OF ACCESS PANEL. AS OUTLINED IN THE PARTITION LEGEND ON Al. PATCH REPLACE AS REQUIRED PRIOR TO INSTALLATION OF NEW FINISHES. AS REQUIRED AT WET LOCATIONS SEE A3 FOR DETAILS. SEE A3 FOR DETAILS., NYDREE FLOORING, DEANNA JANNEY, (434) 660 -7596 PATCH AND REPAIR AS REQUIRED, PROVIDE TO TENANT CLOSURE LINE. SEE A3 FOR DETAILS. SEE FINISH SCHEDULE ON A3. GC TO TOUCH -UP ALL WALLS AT CONSTRUCTION COMPLETION. SEE SHEET A2. SEE SHEET A2. GC TO INSTALL SECURITY CLIPS TO SECURE SEE SHEET A3. 1 X 4 IN SALES AREA & BARBER SPA, SEE FINISH SCHEDULE SIGN VENDOR TO OBTAIN NECESSARY APPROVALS FOR ALL SIGNAGE. COORDINATE ELEC REQ. COORDINATE BLOCKING AS REQ. 48" X 48" CEILING MOUNTED, HDWR BY SIGN VENDOR. COORDINATE W LL FOR SIGNAGE. COORDINATE WITH MALL MANAGEMENT. LANDLORD TO COORDINATE WITH TENANT. (2) 10 LB UNITS OR AS REQUIRED BY GOVERNING AUTHORITIES. EXG TO REMAIN, PROVIDE NEW AS REQ. SEE TOILET ADA ACCESSORY SCHEDULE. COORDINATE W LL MANUFACTURED BY RESTORATION HARDWARE, AUBREY HOOK 24150050PN GC TO PROVIDE BLOCKING AS REQ SEE ELEC. GC TO REMOVE BLUE/ RED STRIPES AND INSTALL GREY STRIPES GC TO BOLT TO FLOOR PER MANUFACTURERS RECOMMENDATIONS, SEE SHEET A3 GC TO COORDINATE, AND PROVIDE CONDUIT IF REQ BY CODE. GC TO COORDINATE, AND PROVIDE CONDUIT IF REQ BY CODE. GC TO COORDINATE, EXTEND TO CASHWRAP AND PROVIDE CONDUIT IF REQ BY CODE. GC TO CONFIRM IF SEPARATE PERMIT IS REQUIRED. TOUCH UP STAIN UPON COMPLETION. ENSURE PROPER EGRESS REQUIREMENTS. TOUCH UP STAIN UPON COMPLETION GC TO COORDINATE STUB -UPS. TOUCH UP STAIN UPON COMPLETION. SEE SPEC: KNAPE & VOGT MFG. CO. WHITE PLASTIC LAMINATED, HEAVY DUTY 12" VERIFY SIZE, TYPE, AND QUANTITY WITH TENANT GC TO INSTALL UNDER BARBER CHAIR. GC TO COORDINATE INSTALLATION & BLOCKING REQ W TENANT'S VENDOR. ITEM 13000 SPECIAL CONSTRUCTION 1. SPRINKLER SYSTEM 2. FIRE ALARM SYSTEM 3. SMOKE DETECTORS 14000 CONVEYING SYSTEMS 1. NO WORK UNDER THIS SECTION. 15000 MECHANICAL 1. PLUMBING A. STUB -INS B. GAS METER C. WATER METER D. WATER E. WASTE F. VENT 2. PLUMBING FIXTURES 3. WATER HEATER 4. WATER FOUNTAIN 5. MOP SINK 6. FLOOR DRAINS 7. HVAC EQUIPMENT 8. DUCTWORK DIFFUSERS / GRILLES 9. TEMPERATURE CONTROLS 10. EXHAUST FAN 11. FLOOR / ROOF PENETRATIONS 12. SMOKE EVAC 13. BALANCE REPORT 16000 ELECTRICAL 1. STUB -IN 2. METERING 3. PANELS 4. TRANSFORMERS 5. DISTRIBUTION IN TENANT SPACE 6. STUB -UP TO CASHWRAP 7. LIGHT FIXTURES A. INTERIOR 1) GENERAL LIGHTING 2) STRIP LED FIXTURES 3) BARBER SPA FIXTURE LIGHTS 4 DECORATIVE LIGHTING B. EXTERIOR D. EMERGENCY LIGHTS E. CONNECTION OF FIXT LIGHTING 8. FIXTURE LAMPS 9. TIMECLOCK 10. CONDUITS FOR DATA, COMM., ALARMS, PHONE 11. POS EQUIPMENT 12. TELEPHONE 13. SECURITY SYSTEM 14. BUZZER W J m U a a_ 1- 0 z } co 0 cn z r co J z ■1111■ ■■ ■■ MIME ■I■■ ■■DD ■ ■On 1111■■ ■ ■- Num MIME ■coo ■ ❑nn icon NOM ■coo ■coo M ■00 ■ ■00 1111111111 ■■■ ■ •00 M ❑00 ■ ■00 ■M00 ■coo ■ ■00 ■■DO ■ ■00 MITE ■■ ■■ M❑oo ■coo ■coo ■ ■00 ■■00 ■ ■00 ■■■■ ■ ■00 ■ ■00 ■■®V ■■■ ■ ■00 ■■■ ■Moo ■ •00 ■ ■00 ■■DD ■ ■DD ■ ■ ■■ ■ •00 ■ ■00 ■ ■00 MINN COMMENT EXISTING SYSTEM TO REMAIN. RELOCATE AND OR PROVIDE ADDITIONAL SPRINKLER HEADS AS REQUIRED PER STORE DESIGN/ GOVERNING CODES. SUBMIT SPRINKLER SHOP DRAWINGS TO LANDLORD & ALL APPLICABLE CODE OFFICIALS AS REQUIRED. DEFERRED SUBMITTAL COORDINATE WITH LANDLORD, SEE MECHANICAL AND ELECTRICAL SHEETS. AS REQUIRED. SEE MECHANICAL AND ELECTRICAL SHEETS. PER LEASE AND LANDLORD CRITERIA, COORDINATE WITH LL MANAGEMENT. PER LEASE AND LANDLORD CRITERIA, COORDINATE WITH LL MANAGEMENT. PER LEASE AND LANDLORD CRITERIA, COORDINATE WITH LL MANAGEMENT. SEE PLUMBING SHEETS. SEE PLUMBING SHEETS. SEE PLUMBING SHEETS. SEE PLUMBING SHEETS. DEMO SINK FURNISHED BY TENANT. SEE PLUMBING SHEETS. PER PLANS AND /OR AS DIRECTED BY GOVERNING AUTHORITIES. SEE MECHANICAL SHEETS. SEE MECHANICAL SHEETS. SEE MECHANICAL SHEETS. SEE MECHANICAL SHEETS. PER LANDLORD CRITERIA. SEE MECHANICAL SHEETS, COORDINATE WITH LL MANAGEMENT. FORWARD COPY OF CERTIFIED BALANCE REPORT PER MECH SPECS TO TENANT, AND LANDLORD. PER LEASE AND LANDLORD CRITERIA, COORDINATE WITH LL MANAGEMENT. SEE ELECTRICAL SHEETS. SEE ELECTRICAL SHEETS. SEE ELECTRICAL SHEETS. SEE ELECTRICAL SHEETS. SEE ELECTRICAL SHEETS. COORDINATE ORDERING W/ TENANT CONTACT CAPITOL LIGHT, MATT KELLEY 1- 860- 520 -2356 GC TO COORDINATE ELECTRICAL SERVICE, "F" FIXTURE P1 & P2 FIXTURES ONLY SEE ELEC SHEETS. CONFIRM TRENCHING WITH PROPERTY MANAGER. SEE ELEC SHEETS. GC INSTALL 1 PHONF & 2 DATA JACKS AT POS, CONDUIT BY GC GC TO FURNISH AND INSTALL RJ31X JACK ON MAIN PHONE LINE. LEGEND G - GENERAL CONTRACTOR L - LANDLORD S - SIGNAGE VENDOR T - TENANT M - FIXTURE MANUFACTURE F - FIXTURE INSTALLER NOTES THE 'RESPONSIBILITY SCHEDULE' IS INTENDED TO BE USED AS A GUIDE ONLY, AND IS NOT ALL - INCLUSIVE. ALL PERSONS BIDDING WORK OR CONTRACTED FOR WORK ARE TO REVIEW THESE DOCUMENTS, THE LANDLORD CRITERIA, AND THE EXECUTED LEASE AGREEMENT, IN THEIR ENTIRETY. FF &E SCHEDULE SYMBOL I DESCRIPTION I COLOR /STYLE I FINISH ABBREVIATIONS TENANT /OWNER FURNISHED ITEMS LOUNGE CHAIR AFF AP ACC ACT ADH ADJ AHJ AL APPD APPROX ARCH ACM BM BTWN BLKG BD B.O. BLDG CPT CLG CL CT CLR COL CONC CMU CONST CONT ABOVE FINISH FLOOR ACCESS PANEL ACCESSIBLE ACOUSTICAL TILE ADHESIVE ADJUSTABLE, ADJACENT AUTHORITY HAVING JURISDICTION ALUMINUM APPROVED, APPROVAL APPROXIMATE ARCHITECTURAL ASBESTOS CONTAINING MATERIAL BEAM BETWEEN BLOCKING BOARD BOTTOM OF BUILDING CARPET CEILING CENTER LINE CERAMIC TILE CLEARANCE) COLUMN CONCRETE CONCRETE MASONRY UNITS CONSTRUCTION CONTINUOUS CJ CG CFLG CTSK DEG DEMO DTL DIA DIM DISP DWG DF DS EA EIFS ELEC EQ EQUIP EWC EP EXG EXP EJ EXT FIN FF FE FEC ' CONTROL JOINT CORNER GUARD COUNTERFLASHING COUNTER SINK DEGREE DEMOLITION DETAIL DIAMETER DIMENSION DISPENSER DRAWING DRINKING FOUNTAIN DOWNSPOUT EACH EXTERIOR INSULATION AND FINISH SYSTEM ELECTRIC(AL) EQUAL EQUIPMENT ELECTRIC WATER COOLER ELECTRICAL PANELBOARD EXISTING EXPANSION EXPANSION JOINT EXTERIOR FINISH FINISHED FLOOR FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FP FLR FD FLUOR FRG FRP FRT FDN FURN GA GC GL GB GYP BD HDW HDWD HT HDF HC HM HB HOR HR INCAN ID INSUL INT FIREPROOF, FIRE PROTECTION FLOOR FLOOR DRAIN FLUORESCENT FIBER REINFORCED GYPSUM FIBER REINFORCED PLASTIC FIRE RETARDANT TREATED FOUNDATION FURNISH GAUGE GENERAL CONTRACTOR GLASS, GLAZING GRAB BAR GYPSUM BOARD HARDWARE HARDWOOD HEIGHT HIGH DENSITY FIBERBOARD HOLLOW CORE HOLLOW METAL HOSE BIB HORIZONTAL HOUR INCANDESCENT INSIDE DIAMETER INSULATION INTERIOR LAV LL LIN LTG MAS MATL MAX MECH MDF MTL MEZZ MFR MIN MISC MO MTD NOM NIC NUM NTS O.C. OPG OPP OD OFCI OFOI LAVATORY LANDLORD, LEASE LINE LINEAR LIGHTING MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM DENSITY FIBERBOARD METAL MEZZANINE MANUFACTURER MINIMUM MISCELLANEOUS MASONRY OPENING MOUNTED NOMINAL NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER OPENING OPPOSITE OUTSIDE DIAMETER OWNER FURNISHED/ CONTRACTOR INSTALLED OWNER FURNISHED /OWNER INSTALLED OH OHCG PT PNL PBD PTN PLAM PL PLBG PLYWD QTY QT RAD REF REQ RES REV R RD RM RO RB SCHED SECT SHT SIM SIM OPP SWB OVERHEAD OVERHEAD COILING GRILLE PAINT PANEL PARTICLE BOARD PARTITION PLASTIC LAMINATE PLATE PLUMBING PLYWOOD QUANTITY QUARRY TILE RADIUS REFER TO REQUIRED RESILIENT REVISION RISER ROOF DRAIN ROOM ROUGH OPENING RUBBER BASE SCHEDULE SECTION SHEET SIMILAR SIMILAR, OPPOSITE HAND SLOTTED WALL BOARD SC SPEC(S) SF SS SSV STD STL STRUCT SUSP TEMP THK T &G T.O. T TYP UON VB VCT VWC VERT VIF VTR WC WH WP W/ W/0 WD SOLID CORE SPECIFICATION(S) SQUARE FEET STAINLESS STEEL STAIN, SEAL & VARNISH STANDARD STEEL STRUCTURAL SUSPENDED TEMPERED, TEMPERATURE, TEMPORARY THICK(NESS) TONGUE & GROOVE TOP OF TREAD TYPICAL UNLESS OTHERWISE NOTED VINYL BASE VINYL COMPOSITION TILE VINYL WALL COVERING VERTICAL VERIFY IN FIELD VENT THROUGH ROOF WATER CLOSET WATER HEATER WATERPROOF WITH WITHOUT WOOD SIDE TABLE SAARINEN MARBLE SIDE TABLE BLACK WWW.INMOD.COM /3 \ BARBER POLE 24" HEIGHT #405, CUSTOM COLORS TO MATCH PMS BLACK AND PMS #425 ITEM 13000 SPECIAL CONSTRUCTION 1. SPRINKLER SYSTEM 2. FIRE ALARM SYSTEM 3. SMOKE DETECTORS 14000 CONVEYING SYSTEMS 1. NO WORK UNDER THIS SECTION. 15000 MECHANICAL 1. PLUMBING A. STUB -INS B. GAS METER C. WATER METER D. WATER E. WASTE F. VENT 2. PLUMBING FIXTURES 3. WATER HEATER 4. WATER FOUNTAIN 5. MOP SINK 6. FLOOR DRAINS 7. HVAC EQUIPMENT 8. DUCTWORK DIFFUSERS / GRILLES 9. TEMPERATURE CONTROLS 10. EXHAUST FAN 11. FLOOR / ROOF PENETRATIONS 12. SMOKE EVAC 13. BALANCE REPORT 16000 ELECTRICAL 1. STUB -IN 2. METERING 3. PANELS 4. TRANSFORMERS 5. DISTRIBUTION IN TENANT SPACE 6. STUB -UP TO CASHWRAP 7. LIGHT FIXTURES A. INTERIOR 1) GENERAL LIGHTING 2) STRIP LED FIXTURES 3) BARBER SPA FIXTURE LIGHTS 4 DECORATIVE LIGHTING B. EXTERIOR D. EMERGENCY LIGHTS E. CONNECTION OF FIXT LIGHTING 8. FIXTURE LAMPS 9. TIMECLOCK 10. CONDUITS FOR DATA, COMM., ALARMS, PHONE 11. POS EQUIPMENT 12. TELEPHONE 13. SECURITY SYSTEM 14. BUZZER W J m U a a_ 1- 0 z } co 0 cn z r co J z ■1111■ ■■ ■■ MIME ■I■■ ■■DD ■ ■On 1111■■ ■ ■- Num MIME ■coo ■ ❑nn icon NOM ■coo ■coo M ■00 ■ ■00 1111111111 ■■■ ■ •00 M ❑00 ■ ■00 ■M00 ■coo ■ ■00 ■■DO ■ ■00 MITE ■■ ■■ M❑oo ■coo ■coo ■ ■00 ■■00 ■ ■00 ■■■■ ■ ■00 ■ ■00 ■■®V ■■■ ■ ■00 ■■■ ■Moo ■ •00 ■ ■00 ■■DD ■ ■DD ■ ■ ■■ ■ •00 ■ ■00 ■ ■00 MINN COMMENT EXISTING SYSTEM TO REMAIN. RELOCATE AND OR PROVIDE ADDITIONAL SPRINKLER HEADS AS REQUIRED PER STORE DESIGN/ GOVERNING CODES. SUBMIT SPRINKLER SHOP DRAWINGS TO LANDLORD & ALL APPLICABLE CODE OFFICIALS AS REQUIRED. DEFERRED SUBMITTAL COORDINATE WITH LANDLORD, SEE MECHANICAL AND ELECTRICAL SHEETS. AS REQUIRED. SEE MECHANICAL AND ELECTRICAL SHEETS. PER LEASE AND LANDLORD CRITERIA, COORDINATE WITH LL MANAGEMENT. PER LEASE AND LANDLORD CRITERIA, COORDINATE WITH LL MANAGEMENT. PER LEASE AND LANDLORD CRITERIA, COORDINATE WITH LL MANAGEMENT. SEE PLUMBING SHEETS. SEE PLUMBING SHEETS. SEE PLUMBING SHEETS. SEE PLUMBING SHEETS. DEMO SINK FURNISHED BY TENANT. SEE PLUMBING SHEETS. PER PLANS AND /OR AS DIRECTED BY GOVERNING AUTHORITIES. SEE MECHANICAL SHEETS. SEE MECHANICAL SHEETS. SEE MECHANICAL SHEETS. SEE MECHANICAL SHEETS. PER LANDLORD CRITERIA. SEE MECHANICAL SHEETS, COORDINATE WITH LL MANAGEMENT. FORWARD COPY OF CERTIFIED BALANCE REPORT PER MECH SPECS TO TENANT, AND LANDLORD. PER LEASE AND LANDLORD CRITERIA, COORDINATE WITH LL MANAGEMENT. SEE ELECTRICAL SHEETS. SEE ELECTRICAL SHEETS. SEE ELECTRICAL SHEETS. SEE ELECTRICAL SHEETS. SEE ELECTRICAL SHEETS. COORDINATE ORDERING W/ TENANT CONTACT CAPITOL LIGHT, MATT KELLEY 1- 860- 520 -2356 GC TO COORDINATE ELECTRICAL SERVICE, "F" FIXTURE P1 & P2 FIXTURES ONLY SEE ELEC SHEETS. CONFIRM TRENCHING WITH PROPERTY MANAGER. SEE ELEC SHEETS. GC INSTALL 1 PHONF & 2 DATA JACKS AT POS, CONDUIT BY GC GC TO FURNISH AND INSTALL RJ31X JACK ON MAIN PHONE LINE. LEGEND G - GENERAL CONTRACTOR L - LANDLORD S - SIGNAGE VENDOR T - TENANT M - FIXTURE MANUFACTURE F - FIXTURE INSTALLER NOTES THE 'RESPONSIBILITY SCHEDULE' IS INTENDED TO BE USED AS A GUIDE ONLY, AND IS NOT ALL - INCLUSIVE. ALL PERSONS BIDDING WORK OR CONTRACTED FOR WORK ARE TO REVIEW THESE DOCUMENTS, THE LANDLORD CRITERIA, AND THE EXECUTED LEASE AGREEMENT, IN THEIR ENTIRETY. FF &E SCHEDULE SYMBOL I DESCRIPTION I COLOR /STYLE I FINISH !MANUFACTURER TENANT /OWNER FURNISHED ITEMS LOUNGE CHAIR g809 BLACK TRADITIONAL GUEST CHAIR BOSS 1 \ LOUNGE CARPET 4' x 4' AREA RUG - CUSTOM RUG COMPANY LLC 806.793.7847 1 2 \ SIDE TABLE SAARINEN MARBLE SIDE TABLE BLACK WWW.INMOD.COM /3 \ BARBER POLE 24" HEIGHT #405, CUSTOM COLORS TO MATCH PMS BLACK AND PMS #425 STAINLESS STEEL MARVY 800.643.0333 1 4 BARBER SPA SIGN a) SIDE MOUNT- 26" X 7" X 4" b) TOP MOUNT- 26" X 7" X 4" BLACK ALUMINUM SIGN VENDOR 5 CLOCK BENCHMARK 11.5" DIA, WALL MOUNTED CLOCK WOOD AND METAL AMAZON.COM / 1 CUSTOM PICTURE FRAMES CUSTOM SIZES IN "BLACK SATIN" SERIES AND BLACK TIE AFFAIR" SERIES VARIES TOC / ' 1 COAT HOOKS AUBREY HOOK 24150050PN POLISHED NICKEL RESTORATION HARDWARE 1 8 \ BARBER CHAIR COMMANDER - COLLINS 1 9 \ FATIGUE MAT SALON MAT EL4060X 4'X6' W/ CHAIR DEPRESSION BLACK www.smartstepsalonand spa.com 10 MESSAGING GRAPHIC 48" x 48" - - 11 NOTE: NOT ALL ITEMS MAY BE USED, SEE PLANS P\T- REVIEWED FOR CODE COMPLIANCE APPROVED MAY 07 2012 City of Tukwila BUILDING DIVISION RECEIVED ANN 3 0 2012 PERMIT CENTER BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON, ARCHITECT 219 N. 2ND ST., SUITE 301 MINNEAPOLIS, MN 55401 PHONE: (612) 338 -6677 FAX: (612) 338 -2995 E -MAIL: info @cmarch.com CONTACT: PHILIP FOSTER pfoster@cmarch.com CONSULTANTS: EMANUELSON -PODAS MECHANICAL / ELECTRICAL 10401 BREN RD. EAST MINNETONKA, MN 55343 952- 930 -0050 SCOTT VANDER HEIDEN SEAL: 6440 tti01) $1 Ili .Q1} WA tft1i BRUCE M. CARLSON, ARCHITECT 03 -30 -12 DATE ISSUED 5449 REG. NO. SOUTHCENTER MALL 632 SOUTHCENTER MALL SEATTLE, WA 98188 SHEET TITLE: SCHEDULE REVISIONS: NO: DATE: BY: PROJECT NO: 12121.008 DRAWN BY: JGH G2 COPYRIGHT BRUCE M. CARLSON, AIA 2012 jholten 4/25/2012 4:56:18 PM WA \Drawings \Work in Progress \12121.008 Al PLAN.DWG S: \The Art of Shaving \12121.008" Southcenter Mall — Seattle (p) NORTH DEMOLITION PLAN SCALE: 1 /4 " =1' -0" 52' -2" err 50' -8" ADJACENT TENANT r�rr�r►iiirriii►fiY4I I IA MAI Iiii i/APir ii iA'�4 VZrn Z Z 1411111111r, AM/AMY PAI, 1 SALES AREA 101 MALL CORRIDOR J 25 GA RUNNER WITH 2" LONG LEGS ATTACHED TO METAL DECK WITH 3/8" FRAMING SCREWS STANDARD RUNNER FREE TO SLIDE IN LARGER TRACK 3 5/8" x 20 GA MTL STUDS AT 16" OC MAX TO BE 1" LESS IN LENGTH THAN TOTAL HEIGHT OF WALL EXISTING ROOF STRUCTURE B.O. DECK 5/8" TYPE "X" GYP BD ON BOTH SIDES OF METAL STUDS MIN 6" BELOW METAL DECK. BRIDGING PER STUD MANUFACTURER RECOMMENDATIONS NOTES: 1. USE SLIP CONNECTION AT ALL LOCATIONS WHERE PARTITIONS ARE THRU TO STRUCTURE 2. GYP BD WHERE REQUIRED PARTITION CONNECTION AT DECK M ALL CONCOURSE W FLOOR PLAN ADJACENT TENANT SCALE: 1 /4 " =1' -0" NOT TO SCALE 3 5/8" x 20 GA MTL STUDS AT 16" OC MAX. CONCRETE BRIDGING PER STUD MANUFACTURER RECOMMENDATIONS 5/8" TYPE "X" GBD 20 GA CHANNEL SHAPED GALV STEEL RUNNER WITH 1" MIN LEGS, ATTACHED TO FLOOR WITH FASTENERS © 24" OC MAX PER U.L. #U419. PARTITION CONNECTION AT SLAB NOT TO SCALE DOOR TYPE 1 i HOLLOW CORE WOOD TYPE -1 c/ GLASS TYPE -2 D FOR CODE COMPLIANCE APPROVED MAY 07 2012 City of Tukwila BUILDING DIVISION FRAME TYPE j 2" 3, -0" WOOD TYPE –A N 2" DEMO PLAN KEY NOTES • EXG 12X12 VCT FLOOR TO REMAIN, REPLACE ANY BROKEN/ DAMAGED TILES, CLEAN TO "LIKE NEW" CONDITION. • EXG CEILING TO REMAIN PATCH/ REPAIR AS REQ. • EXG LIGHTING TO REMAIN CLEAN AND RELAMP, TYP. • EXG PLUMBING FIXTURES TO REMAIN. CLEAN TO "LIKE NEW" CONDITION. 7 REMOVE ALL EXISTING DISPLAY FIXTURES, THIS INCLUDES CASHWRAP, BACKRWAP, DISPLAY TABLES, WALL CABINETS & FIXTURES, ETC. (.0 REMOVE EXG WOOD FLOORING AND CERAMIC TILE FLOORING AND ADHESIVES THROUGHOUT. 0, REMOVE EXG CEILING, LIGHTING, AND HVAC DUCTS AND GRILLS, SEE MECH/ ELEC. 88 EXG SPRINKLER HEADS TO REMAIN AS APPLICABLE. GC RESPONSIBLE TO RELOCATE AND INSTALL AS REQUIRED. SEE RCP FOR ADDITIONAL INFORMATION. • REMOVE STOREFRONT PREP FOR CONSTRUCTION. EXG MALL TILE TO REMAIN. PATCH/ REPAIR AS REQ. COORDINATE WITH MALL MANAGEMENT. ® REMOVE WALLS, FURRING ETC AS SHOWN. 12 EXISTING ELEC PANELS & EQUIPMENT TO REMAIN PROTECT IN PLACE. FLOOR PLAN NOTES 1. COORDINATE INSTALLATION OF ALL NEW MILLWORK FIXTURES WITH TENANT. 2. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION. 3. SEE SHEET A3 FOR STORE FIXTURE. 4. ALL DOOR PIVOTS, CLOSERS Sc HINGES TO MATCH DOOR HARDWARE. FINISH TO BE POLISHED NICKEL. FLOOR PLAN KEY NOTES OATTACH A 4"x48" PVC TUBE TO WALL NEXT TO ELECTRICAL PANEL FOR PRINT STORAGE AND ACCESS. 0 RECESSED TIN CLG ABOVE. PARTITION LEGEND TYPE PLAN DOOR DESCRIPTION DETAILS LABEL HDW GROUP REMARKS NO EXG DEMISING WALL TO REMAIN, SEAL ALL PENETRATION AS REQUIRED TO MAINTAIN 1 HOUR RATING l SIZE TYPE u.. 5 MATL 1 TYPE MATL FINISH HEAD JAMB SILL 101 EXG INTERIOR PARTITION WALL TO REMAIN, PATCH AND REPAIR AS REQ IN PREPARATION FOR FINISH APPLICATION. 2 y 2 5 GLASS – – – – – – – 3 5/8" X 1 5/8" 20 GA METAL STUDS © 16" OC TO DECK WITH 5/8" TYPE "X" GYP BD TO 6" ABOVE CEILING SYSTEM 3 -- 1, -1.02A-: d- -3' .0 "..-.x.-.6-,-- 87.- . -.-... .-..-.-. 1.-.-.-.-.-.: 1-:: 3/ 4.::.....-. `�' :- ::-:PT4:-:-::....-...A-. 3 5/8" X 1 5/8" 20 GA METAL STUDS ® 16" OC TO 11' -6" AFF WITH 5/8" TYPE "X" GYP BD TO TOP OF FRAMING ON ONE SIDE `I :-:.:- P T4:-:-::::: :8/A3•:•:• :•:.............9.::. \1, .. ........_.................. 102B CORRIDOR 41r=2:4# ^���WA�L� EXG 20 GA METAL STUDS ® 16" OC TO 6" ABOVE CEILING SYSTEM WITH 5/8" TYPE "X" GYP BD TO T.O. FRAMING ON ONE SIDE, VIF DIMENSIONS NEEDED TO ENSURE A FLUSH SURFACE WITH EXG FURRING 5 �� EXG EXG EXG EXG EXG DEMISING WALL CONSTRUCTION, 6" X 1 5/8" 20 GA METAL STUDS © 16" OC TO DECK WITH 5/8" TYPE "X" GYP BD TO DECK, SEAL ALL PENETRATION AS REQUIRED FOR 1 HOUR RATING, COORDINATE WITH MALL MANAGEMENT FOR FINISH ON SIDE ADJ TO TENANT SPACE. 3 // — /�' % ..T0 3. :..TOIE E Tft OOM .-.- .-.-.-.•-. -• ...... . ....:EXG .....• .• •.-1 •.-• :•:EXG•:•:•: 6 •::•:•EXG- -::--: - : -:-EXG :-:;::....... .EX ....... ....... .EXG...................– ........... ............... .4.............A........................... . NOTES: 2/A1 FOR PARTITION 3/A1 FOR PARTITION CONNECTIONS TO DECK ABOVE. CONNECTIONS TO SLAB. 1. REF 2. REF 2 ER BRUCE M. CARLSON architecture • planning , interior design BRUCE M. CARLSON, ARCHITECT 219 N. 2ND ST., SUITE 301 MINNEAPOLIS, MN 55401 PHONE: (612) 338 -6677 FAX: (612) 338 -2995 E —MAIL: info @cmarch.com CONTACT: PHILIP FOSTER pfosterOcmarch.com CONSULTANTS: EMANUELSON —PODAS MECHANICAL / ELECTRICAL 10401 BREN RD. EAST MINNETONKA, MN 55343 952 - 930 -0050 SCOTT VANDER HEIDEN SEAL: 5449 NoRiGISiT E `' ED � T ' BRUCE M. CARLSON STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 03 -30 -12 DATE ISSUED 5449 REG. NO. SOUTHCENTER MALL 632 SOUTHCENTER MALL SEATTLE, WA 98188 SHEET TITLE: PLAN, SCHEDULE, AND NOTES REVISIONS: NO: DATE: BY: LL 4 -25 -12 PROJECT NO: 12121.008 DRAWN BY: JGH A 1 COPYRIGHT BRUCE M. CARLSON, AIA 2012 DOOR SCHEDULE DOOR FRAME DETAILS LABEL HDW GROUP REMARKS NO ROOM l SIZE TYPE THK MATL FINISH TYPE MATL FINISH HEAD JAMB SILL 101 ENTRANCE 1 3' -0" x 10' -0" 2 1/2" GLASS – – – – – – – – 1 C,D -1.02A-: - B: ON ...... ......................•.•.•. -3' .0 "..-.x.-.6-,-- 87.- . -.-... .-..-.-. 1.-.-.-.-.-.: 1-:: 3/ 4.::.....-. WD.-.-.-.-.-. :- ::-:PT4:-:-::....-...A-. -.... - ::::WD:-: -:•:• :-:.:- P T4:-:-::::: :8/A3•:•:• :•:.............9.::. .............. .. ........_.................. 102B CORRIDOR EXG EXG EXG EXG PT5 EXG EXG EXG EXG EXG EXG – 3 A,D ..T0 3. :..TOIE E Tft OOM .-.- .-.-.-.•-. -• ...... . ....:EXG .....• .• •.-1 •.-• :•:EXG•:•:•: •::- :-E-XG•:•:•:•:.- .•.•.. EXG.-.-.....-PTS::•:•::•:•:•:EXG:•:•: •::•:•EXG- -::--: - : -:-EXG :-:;::....... .EX ....... ....... .EXG...................– ........... ............... .4.............A........................... . REMARKS: IVES = IVES PANEL DO . ADA = ADAMS RITE ELEVATIONS FOR ADDITIONAL INFORMATION. SCH = SCHLAGE ND SERIES INTERCHANGEABLE CORE. REPLACE AS REQUIRED. ALL LOCKSETS TO BE CONST KEYED, TO INCLUDE OPERATING KEYS. A. EXG DOOR B. FABRICATED WOOD 6 C. REFER TO STOREFRONT D. LOCKSET TO BE SCHLAGE, HARDWARE GROUPS Hardware Set 1 (Door 101) All hardware to be polished chrome where applicable. 1 ea. Transom/ sidelite patch 1 ea. Transom/ sidelite/ pivot patch 1 ea. Transom door stop 1 ea. Standard thumbturn 1 ea. Keyed cylinder 1 ea. Flush floor mounted hold open (90') 1 ea. 13/16" Spindle 1 ea. Standard threshold (mill finish) 2 ea. Hiawatha door pull, #518 Solid 1 "0, 18" Polished chrome Provide readily visible durable sign posted on egress side or adjacent to door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall be in letters 1 inch (25 mm) high on a contrasting background. Hardware Set 2 (Door 102A) 3 ea. Hinges 2060R 626 Stanley 1 ea. Passage set AL1OS (Lever) 626/619 Schlage RECEIV 1 ea. Bumper 60W G –J APR 3 Q Provide black wall stop. 20 PERMIT CEN Hardware Set 3 (Door 102B) Verify working condition of all exg hardware, repair/ replace as req. Provide new lock core at construction completion. Hardware Set 4 (Door 103) 1 ea. Privacy set AL4OS (Lever) 626/619 Schlage 2 ER BRUCE M. CARLSON architecture • planning , interior design BRUCE M. CARLSON, ARCHITECT 219 N. 2ND ST., SUITE 301 MINNEAPOLIS, MN 55401 PHONE: (612) 338 -6677 FAX: (612) 338 -2995 E —MAIL: info @cmarch.com CONTACT: PHILIP FOSTER pfosterOcmarch.com CONSULTANTS: EMANUELSON —PODAS MECHANICAL / ELECTRICAL 10401 BREN RD. EAST MINNETONKA, MN 55343 952 - 930 -0050 SCOTT VANDER HEIDEN SEAL: 5449 NoRiGISiT E `' ED � T ' BRUCE M. CARLSON STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 03 -30 -12 DATE ISSUED 5449 REG. NO. SOUTHCENTER MALL 632 SOUTHCENTER MALL SEATTLE, WA 98188 SHEET TITLE: PLAN, SCHEDULE, AND NOTES REVISIONS: NO: DATE: BY: LL 4 -25 -12 PROJECT NO: 12121.008 DRAWN BY: JGH A 1 COPYRIGHT BRUCE M. CARLSON, AIA 2012 a L N 0 N Q) 0 21.008' Southcenter M SA The Art of Shaving \12 (0A EXG GYP BD CEILING 10' -6" AFF TENANT FURNISHED, GC INSTALLED BARBER POLE, PROVIDE BLOCKING AND ELEC, TYP SALES AREA P;` .;_;_,_I AMMIAM REFLECTED CEILING PLAN OPEN TC) DEC i CO 12 -0 AFF VIF) NORTH SCALE: 1 /4"=19-01° COMPRESSION STRUT, A SEE DETAIL 5/A2. HANGER SPACING o ' -," 1 MAX. 1 1 2" A"' L C� 4' -0" OC, MAX. 5/8" TYPE "X" GYP BD. SUSPENDED GYP BD CEILING NOTE: ALL SUSPENDED CEILINGS TO COMPLY WITH ASCE SECTION 13.5.6.22 NOT TO SCALE VERTICAL HANGER SUSPENSION WIRES SHALL BE OF #12 GAUGE SPACED AT 4' O.C. ALONG EACH FURRING CHANNEL. SUSPENSION WIRES SPACED AT GREATER THAN 4' O.C. SHALL BE OF #10 GAUGE. EACH VERTICAL WIRE SHALL BE ATTACHED TO THE CEILING SUSPENSION MEMBER WITH A MINIMUM OF THREE TURNS AND TO THE TOP CORD OF THE JOIST ABOVE WITH A MINIMUM CONNECTION OF 3 TURNS WITHIN 1 1/2" CAPABLE OF CARRYING OT LESS THAN A 100 POUND ALLOWABLE LOAD. PER E R A�E'F�S� AT ALL LOCATIONS THE TERMINAL ENDS OF EACH FURRING CHANNEL OR HAT CHANNEL SHALL BE SUPPORTED INDEPENDENTLY A MAXIMUM OF 8" FROM EACH WALL WITH #12 GAUGE WIRE. LATERAL FORCE BRACING HORIZONTAL RESTRAINT SHALL BE EFFECTED BY FOUR #12 GAUGE WIRES SECURED TO THE FURRING CHANNEL WITHIN 2" OF THE HAT CHANNEL INTERSECTION AND SPLAYED 90' FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45' FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 8' O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 4' FROM EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. UNDERSIDE OF STRUCTURE. 1/2" EMT TO STRUCTURE. DRILL 5/32" HOLE FOR 1/8" BOLT & LOCK NUT AFTER CEILING IS LEVEL. INSTALL BOLT TO SECURE ONE TUBE TO THE OTHER. TUBES SHALL OVERLAP ONE ANOTHER AT LEAST 4" IN FULLY EXTENDED POSITIONS. NOTE: ATTACH TO TOP CORD OF STRUCTURAL STEEL MEMBERS ONLY, DO NOT ATTACH TO ROOF DECK. 12 GAUGE VERTICAL HANGER COMPRESSION T EACH SEISMIC �RESTRAINT 4' -0" •C 2'�i 11G. . , • ,' T■ N 4' -0' OF EACH WALL. TURN ACT GRID LEVEL PRIOR TO SETTING TUBE. 3/4" EMT, SLEEVE, NOTCH OVER FURRING CHANNEL. FURRING CHANNEL. HAT CHANNEL. FOUR 12 GA SPLAY WIRES. SPLAYED 90' FROM EACH OTHER C� 45' MAX FROM CEILING PLANE. SECURE WIRES WITHIN 2" OF INTERSECTION. COMPRESSION STRUT -GYP BD CEILING NOT TO SCALE 6" ,.1' -0 "10 3/4�" ir) 2' -1 1/2" 2' -4 3/4" i a WALL PRIVACY SHIELD COUNTERTOP 2' -2" 2' -6" CO 12 -0 AFF GYP , D CEILING • 11 -0" AFF -10' ADI f 4' -4 1/4" 1' �2 3/4" 4' -8" POINT OF SALE ELEVATIONS i P T1 1 SIGN VENDOR PROVIDED BLADE SIGN, GC TO PROVIDE ELEC ILLUMINATED STOREFRONT SIGN CENTERED ABOVE DOOR OPENING MESSAGING GRAPHIC CENTERED IN WINDOW OPENING (r 2 NOT USED A2 NTS SCALE 1 /4" 1' —O" SEE PLAN FOR PARTITION TYPE 12 GA HANGER WIRE ® 4' -0" 0.C. AND AT 6" MAX FROM MAIN RUNNER END, FASTEN WITH NO LESS THAN 3 TURNS i 7/8" HAT CHANNEL CO 2' -0" 0.C. LAP 8" ) MAX SADDLE TIE TO MAIN RUNNER W 16 GA WIRE EACH SIDE WITH 3 TIGHT TURNS � MAIN RUNNER CHANNEL REFER TO 4/A2 FOR BRACING 5/8 TYPE "X" GYP BD AS SPECIFIED 6 MAX 24 GA ANGLE, FASTEN TO WALL STUD AND GYP BD CEILING (FIXED END CONDITION ONLY) CONTINUOUS 6" HIGH 16 GA GSM BACKING PLATE SUSPENDED GYP BD CEILING AT WALL SCALE 1 1 /2" = 1' -0" RCP SYMBOLS LEGEND MARK SYMBOL DESCRIPTION REMARKS A ® ADJUSTABLE CERAMIC METAL HALIDE (TWO HEAD) B 0 4" DIA RECESSED LOW VOLTAGE MR16 DOWNLIGHT C2 48" LINEAR FLUORESCENT CHANNEL, CHAIN HUNG AT 10' -0" AFF ■ 4 E a TRACK MOUNTED PAR 20 METAL HALIDE ADJUSTABLE TRACK HEADS WITH 2' OR 4' TRACK F LINEAR LED LIGHTING, PROVIDED BY FIXT. MANUF. GC TO COORDINATE ELECTRICAL SERVICE. H lO 4" DIA RECESSED ADJUSTABLE WALLWASH, LOW VOLTAGE MR16 P1 Oo DECORATIVE DRUM PENDANT MOUNTED AT 6' -6" AFF. S1 SP SPEAKER X EXIT -1 X1 12rr EXIT/ EMERGENCY X2 EMERGENCY EXISTING SPRINKLER, DROP DOWN TO NEW CEILING AND RELOCATE AS REQUIRED. GC RESPONSIBLE TO SUBMIT UNDER SEPARATE COVER FOR REVIEW & APPROVAL BY AHJ EXG FLUORESCENT FIXTURE ( EXG FIRE ALARM STROBE NOTE: SHADED FIXTURES INDICATE NIGHT LIGHTS. 1. HALF RCP PLAN NOTES 1. COORDINATE LOCATION OF HVAC W/ RETURN AIR GRILLES & DIFFUSERS. 2. CLEAN EXISTING SYSTEM, IF APPLICABLE, PRIOR TO INSTALLATION OF NEW GRILLES /DIFFUSERS. 3. COORDINATE ELECTRICAL REQUIREMENTS, PER DWGS, WITH MEP ENGINEER & TENANT'S FIXTURE MANUFACTURER 4. PROVIDE POWER FOR BARBER POLES, FIXTURE LIGHTING & ILLUMINATED SIGNAGE 5. REFER TO ELEC DRAWINGS FOR FIXTURE LIGHTING & ELECTRICAL REQUIREMENTS. 6. PRIOR TO ORDERING ANY LIGHTING EQUIPMENT, CONTRACTOR SHALL COORDINATE CEILING CONDITIONS (NEW & EXISTING), CEILING TYPE, RECESS DEPTHS, & CEILING THICKNESS W/ SPECIFIED FIXTURES. NOTIFY ARCHITECT WITH ANY DISCREPANCIES. 7. PROVIDE FIXTURES RATED FOR RESPECTIVE CEILING CONDITIONS. 8. COORDINATE EMERGENCY LIGHTING & EXIT SIGNAGE REQUIREMENTS W/ ARCHITECT AND MEP ENGINEER. 9. REMOTE TRANSFORMERS OR BALLASTS ARE TO BE MOUNTED OUT OF NORMAL VIEWING ANGLES IN ACCESSIBLE AND WELL VENTILATED LOCATION. USE MANUFACTURER'S RECOMMENDATIONS FOR WIRE SIZE, MOUNTING REQUIREMENTS, AND MAXIMUM DISTANCE BETWEEN TRANSFORMER /BALLAST AND FIXTURES, COORDINATE EXACT LOCATION WITH ARCHITECT AND /OR ELECTRICAL ENGINEER IN FIELD. 10. PROVIDE NECESSARY LABOR AND EQUIPMENT TO FACILITATE PROPER FOCUSING AND ADJUSTMENT OF AIMABLE FIXTURES AS DIRECTED BY THE LIGHTING CONSULTANT VERIFY WITH LIGHTING DESIGNER REQUIREMENTS FOR FOCUSING AFTER DARK. 11. ALL CONDUIT, J- BOXES, AND MOUNTING TO BE RECESSED, UNLESS OTHERWISE NOTED. 12. PROVIDE ACCESS PANELS TO HVAC SYSTEM & LIGHTING AS REQ'D, CONFIRM GRILLES. 13. INSTALL SECURITY CLIPS ON DROP -IN TIN CEILING TILES CL1. 14. PAINT ALL NEW / EXG DIFFUSERS PT1. 15. CENTER LIGHTS IN CEILING TILES WHERE APPLICABLE. SPRINKLER NOTES 1. RELOCATE & ADD SPRINKLER HEADS AS REQUIRED, TYP. CURRENT PLAN IS REPRESENTATIONAL AND GC SHALL SUBMIT UNDER SEPARATE COVER FOR REVIEW AND APPROVAL BY AHJ. 2. SPRINKLER HEADS SHALL BE FULLY RECESSED IN GYP BD CEILINGS WITH COVER PLATES PAINTED TO MATCH. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 072012 City of Tukwila BUILDING DIVISION P ET-1 RECEIVED APR 30 2012 PERMIT CENTER BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON, ARCHITECT 219 N. 2ND ST., SUITE 301 MINNEAPOLIS, MN 55401 PHONE: (612) 338 -6677 FAX: (612) 338 -2995 E —MAIL: info @cmarch.com CONTACT: PHILIP FOSTER pfoster @cmarch.com CONSULTANTS: EMANUELSON —PODAS MECHANICAL / ELECTRICAL 10401 BREN RD. EAST MINNETONKA, MN 55343 952 - 930 -0050 SCOTT VANDER HEIDEN SEAL: 5449 REGI TE (11' IE ,t*t' BRUCE M. CARLSON STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 03 -30 -12 DATE ISSUED 5449 REG. NO. SOUTHCENTER MALL 632 SOUTHCENTER MALL SEATTLE, WA 98188 SHEET TITLE: REFLECTED CEILING PLAN REVISIONS: NO: DATE: BY: BLDG /2\ 4 -25 -12 PROJECT NO: 12121.008 DRAWN BY: JGH A2 COPYRIGHT BRUCE M. CARLSON, AIA 2012 jholten — 4/25/2012 4:54:57 PM Seattle, WA \Drawings \Work in Progress \12121.008 A3 FIN.dwg .008' Southcenter Mall S: The Art of Shaving \121 meAllwimm MAW JAW Z�rirr1rr71111V r ►,r ridwa rrrj�rirr�rr rrrrA %zmirz zrzAiiirmwz rzrrr /rzrrrria rrra ieziiw /rrAmiwzr�ir irw ANNIAMVA N C1 C1 SALES AREA NORTH FINISH, FURNITURE, FIXTURES, AND EQUIPMENT PLAN SCALE: 1 /4 " =1' -0" TRIM BEAD PROFILE ML2 SCALE 6" = 1' -O" PT2 44� ML2 CV \ ( WF1 1 CV ML1 M e 1 CORNER GUARD NOTES: • ALL OUTSIDE CORNERS TO RECEIVE WOODEN CORNER GUARD FINISH TO MATCH ADJ SURFACES • ALL EDGES TO BE SANDED SMOOTH ML4 TYPICAL SALES AREA FINISHES ELEVATION SCALE 1 /2" _ 1' -0" TOILET. ROOM 103 I SALES AREA 101 NOTE: FLOORING FINISHES TO CONTINUE UNDER ALL FIXTURES () /IIWI YiIY11..09 IYI,A111I IYY ,•110IW!..W:: w.. M IAMAMIE • . 1 ..1_ .._ L_ .TTT-H 2......._• _f. 1 W 1 "" "" i 1.. _. (2) -EXG VCT FLOORING TO REMAIN FLOOR FINISH PLAN EXG MALL TILE TO REMAIN NORTH SCALE: 1 /8 " =1' -0" FF &E SCHEDULE SYMBOL DESCRIPTION COLOR /STYLE FINISH n LOUNGE CHAIR B809 BLACK TRADITIONAL GUEST CHAIR FL1 LOUNGE CARPET 4' x 4' AREA RUG - / 1 HUB TABLE 3' -0" X 7' -0" X 2' -9" HIGH PAINT / WALL FINISHES SIDE TABLE SAARINEN MARBLE SIDE TABLE BLACK 131 n BARBER POLE 24" HEIGHT #405, CUSTOM COLORS TO MATCH PMS BLACK AND PMS #425 STAINLESS STEEL 151 BARBER SPA SIGN a) MOUNT- 26" X 7" X 4" b)TOP TOP MOUNT- 26" X 7" X 4" BLACK ALUMINUM CLOCK BENCHMARK 11.5" DIA, WALL MOUNTED CLOCK WOOD AND METAL / \ BENJAMIN MOORE 1591 STERLING ECO SPEC WB INTERIOR 373 LATEX EGGSHELL FINISH n CUSTOM PICTURE FRAMES CUSTOM SIZES IN "BLACK SATIN" SERIES AND BLACK TIE AFFAIR" SERIES VARIES WF1 COAT HOOKS AUBREY HOOK 24150050PN POLISHED NICKEL l 8 \ MOULDING PROFILES— ALL MOULDING TO BE MITERED CONNECTIONS BARBER CHAIR COMMANDER - 1101 l .---I—./ FATIGUE MAT --✓ SALON MAT EL4060X 4'X6' W/ CHAIR DEPRESSION BLACK X111 .r--,--e--✓ ,I MESSAGING GRAPHIC ./ ,/ v ,/V- \...--NTh 48" x 48" ` HARDWOOD MOULDING 3/4" X 3/4" CORNER GUARD, PAINT PT4 ML4 MIRROR 24" x 36" TENANT FURNISHED, GC INSTALLED _ 11 CL1 SEE G2 SHEET FOR COMPLETE FF &E SCHEDULE ,NOTE: SALES AREA FL1 MALL CONCOURSE 1/2" STOREFRONT DOOR 1/8" ZINC TRANSITION STRIP MALL TILE FLOORING FLOOR TRANSITION - MALL TO WOOD NOT TO SCALE BARBER SPA MECHANICALLY FASTENED FL1 i, METAL EXPANSION BOH TRANSITION FLOAT FLOOR WITH LEVELING COMPOUND FOR FLUSH TRANSITION FL2 FLOOR TRANSITION - TILE TO VCT NOT TO SCALE HEAD 5/8" TYPE "X" GYP BD SEE FINISH SCHEDULE. METAL FRAMING. VERIFY SIZE OF FRAMING WITH PARTITION LEGEND. WOOD FRAME. PAINT PER PLANS, SHEET Al. DOOR, SEE PLANS FOR DESIGNATION AND FINISH. N SCALE: 3 " =1' -0" tVARIES 3/4' JAMB 5/8" TYPE "X" GYP BD SEE FINISH SCHEDULE. METAL FRAMING. VERIFY SIZE OF FRAMING WITH PARTITION SCHEDULE. WOOD FRAME. PAINT PER PLANS, SHEET Al. DOOR, SEE PLANS FOR DESIGNATION AND FINISH. FINISH PLAN KEY NOTES O1 FLOORING HATCH IS REPRESENTATIONAL, GC TO PROVIDE RANDOM LENGTHS. A 0 O PAINT ALL WALLS PT5. 12" X 72" SHELVING, COORDINATE WITH TENANT FOR HEIGHT, SEE SPEC. 12" X 60" SHELVING, COORDINATE WITH TENANT FOR HEIGHT, SEE SPEC. FINISH SCHEDULE NOTE: FINISHES TO HAVE MIN FLAME SPREAD OF CLASS C & MAXIMUM SMOKE DENSITY OF 450. Al SYMBOL I DESCRIPTION FLOORING 01 THE JEFFERSON COLLECTION TYPE 2 ENGINEERED ACRYLIC IMPREGNATED FLOORING, NATURAL COLOR, QUATERSAWN WHITE OAK, 5 -10 GLOSS, GAMAPAR & NYDREE GROUP - DEANNA JANNEY 434.660.7596 OR deanna@doniadesigns.com FL1 CASH WRAP 4'8" POINT OF SALE COUNTER, SEE 6/A2 FOR ADA COMPLIANCE. H2 VCT FLOOR TO MATCH EXG FL2 HUB TABLE 3' -0" X 7' -0" X 2' -9" HIGH PAINT / WALL FINISHES HIGHLIGHT TABLE, 2' -0" X 2' -0" BENJAMIN MOORE 1591 STERLING ECO SPEC WB INTERIOR 373 LATEX FLAT FINISH PT1 Z1 DEMO SINK FIXTURE BENJAMIN MOORE 2119 -30 BABY SEAL BLACK ECO SPEC WB INTERIOR 374 LATEX EGGSHELL FINISH PT2 BENJAMIN MOORE 2125 -40 SHADOW GRAY ECO SPEC WB INTERIOR 374 LATEX EGGSHELL FINISH PT3 BENJAMIN MOORE 2119 -30 BABY SEAL BLACK ECO SPEC WB INTERIOR 374 SEMI -GLOSS FINISH PT4 BENJAMIN MOORE 1591 STERLING ECO SPEC WB INTERIOR 373 LATEX EGGSHELL FINISH PT5 LEE JOFA LINCRUSTA 800.453.3563 GEORGIAN RD1650 LC 21" WIDE, 14 1/2" REPEAT, PAINTED PT2 WF1 TENANT FURNISHED AND INSTALLED COLLAGE PANELS WF2 MOULDING PROFILES— ALL MOULDING TO BE MITERED CONNECTIONS HARDWOOD MOULDING 3 1/2"H X 1/2" THICK PAINTED PT4 ML1 TRIM BEAD POPLAR MOULDING PAINTED PT4 SEE 2/A3 ML2 CROWN MOULDING WINDSOR #C230 PAINTED PT4, UNLESS OTHERWISE NOTED ML3 HARDWOOD MOULDING 3/4" X 3/4" CORNER GUARD, PAINT PT4 ML4 CEILING "ARMSTRONG" METALWORKS TIN 2' X 2', PATTERN #56007- LACQUERED STEEL (TLS); GRID SILVER SATIN FINISH TILE, NON- PERFORATED. CL1 NOTES: ARE TO BE OF COMMERCIAL QUALITY. OF PAINT SHALL BE ONE (1) COAT PRIMER AND TWO (2) COATS PAINT. PRIMER BE SPECIFIED OR RECOMMENDED BY PAINT MANUFACTURER. 1. ALL FINISHES 2. APPLICATIONS SHALL REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 7 2012 City of Tukwila BUILDING DIVISION SCALE: 3 " =1' -0" WOOD FRAME. PAINT PER PLANS, SHEET Al. DOOR, SEE PLANS FOR DESIGNATION AND FINISH. TRANSITION STRIP AS REQUIRED. SEE SHEET A3. FLOOR FINISH. SEE SHEET A3. FIXTURE SCHEDULE SYMBOL DESCRIPTION Al 4 BAY 144" DISPLAY FIXTURE C1 2 BAY 68" DISPLAY FIXTURE 01 3 BAY 98" DISPLAY FIXTURE G5 CASH WRAP 4'8" POINT OF SALE COUNTER, SEE 6/A2 FOR ADA COMPLIANCE. H2 BACK WRAP 3' -0 3/4" J2 HUB TABLE 3' -0" X 7' -0" X 2' -9" HIGH M1 HIGHLIGHT TABLE, 2' -0" X 2' -0" N1 NESTING TABLE 42" X 16" X 33" HIGH Z1 DEMO SINK FIXTURE Z2 DEMO SINK STORAGE RECEIVED APR 30 2012 PERMIT CENTER BRUCE M. CARLSON architecture ^ planning • interior design BRUCE M. CARLSON, ARCHITECT 219 N. 2ND ST., SUITE 301 MINNEAPOLIS, MN 55401 PHONE: (612) 338 -6677 FAX: (61) 338 -2995 E —MAIL: infoOcmarch.com CONTACT: PHILIP FOSTER pfoster@cmarch.com CONSULTANTS: EMANUELSON —PODAS MECHANICAL / ELECTRICAL 10401 BREN RD. EAST MINNETONKA, MN 55343 952 - 930 -0050 SCOTT VANDER HEIDEN SEAL: 5449 REG STE pB-UC•M. ARLSON STATE OF WASHINGTON E BRUCE M. CARLSON, ARCHITECT 03 -30 -12 DATE ISSUED 5449 REG. NO. SOUTHCENTER MALL 632 SOUTHCENTER MALL SEATTLE, WA 98188 SHEET TITLE: FINISH PLAN REVISIONS: NO: DATE: /2\ 04 -04 -12 04 -25 -12 BY: TAOS BLDG/ TAOS PROJECT NO: 12121.008 DRAWN BY: JGH A3 COPYRIGHT BRUCE M. CARLSON, AIA 2012 jholten — 4/25/2012 4:53 :43 PM Seattle, WA \Drawings \Work in Progress \12121.008 A4 ELEV.dwg 0 a� U 0 N co- O r T N r rn c 0 .c U) 0 a� 1 vi SOFFIT CONSTRUCTION, SEE 3/A5 CENTER OF POLE FLAT PANEL MI CH I a /J11100I1' INTERIOR ELEVATION \ H ML1 \ TENANT FURNISHED, GC INSTALLED MIRROR SCALE 1/4" = 1' -0" ML2 1 WF1 �9\ 1 ML1 1 INTERIOR ELEVATION sgALE 1/e = WF2 FLAT PANEL FF &E SCHEDULE SYMBOL \ COLOR /STYLE I I I I— 1 I I I II I I 1 I -L� C\ I B809 = 1 . LOUNGE CARPET 4' x 4' AREA RUG 1 2 I INTERIOR ELEVATION sgALE 1/e = WF2 FLAT PANEL FF &E SCHEDULE SYMBOL DESCRIPTION COLOR /STYLE FINISH DESCRIPTION LOUNGE CHAIR B809 BLACK TRADITIONAL GUEST CHAIR 1 LOUNGE CARPET 4' x 4' AREA RUG - 2 n SIDE TABLE SAARINEN MARBLE SIDE TABLE BLACK n BARBER POLE 24" HEIGHT #405, CUSTOM COLORS TO MATCH PMS BLACK AND PMS #425 STAINLESS STEEL n BARBER SPA SIGN a)SIDE MOUNT- 26" 7" X 4„ b)TOP MOUNT- 26" X 7" X 4" BLACK ALUMINUM BENJAMIN MOORE 2119 -30 BABY SEAL BLACK ECO SPEC WB INTERIOR 374 SEMI -GLOSS FINISH CLOCK BENCHMARK 11.5" DIA, WALL MOUNTED -WOOD CLOCK AND METAL 6 \ PT5 n CUSTOM PICTURE FRAMES CUSTOM SIZES IN "BLACK SATIN" SERIES AND BLACK TIE AFFAIR" SERIES VARIES COAT HOOKS , AUBREY HOOK 24150050PN POLISHED NICKEL 8 ` MOULDING PROFILES— ALL MOULDING TO BE MITERED CONNECTIONS BARBER CHAIR COMMANDER - / ' 1 TRIM BEAD POPLAR MOULDING PAINTED PT4 SEE 2/A3 ML2 FATIGUE MAT SALON MAT EL4060X 4'X6' W/ CHAIR DEPRESSION BLACK 10 MESSAGING GRAPHIC 48" x 48" - in MIRROR 24" x 36" TENANT SUPPLIED, GC INSTALLED _ 12 ARE TO BE OF COMMERCIAL QUALITY. OF PAINT SHALL BE ONE (1) COAT PRIMER AND TWO (2) COATS PAINT. PRIMER BE SPECIFIED OR RECOMMENDED BY PAINT MANUFACTURER. NOTE: SEE G2 SHEET FOR COMPLETE FF &E SCHEDULE NOTES: 1. GC TO REFER TO MILLWORK MANUFACTURERS DRAWINGS FOR COORDINATION ON WF2 COLLAGE PANELS. 2. TENANT FURNISHED ARTWORK TO BE COORDINATE WITH FOR INSTALLATION INTERIOR ELEVATION SCALE 1/4" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 07 2012 City of Tukwila BUILDING DIVISION FINISH SCHEDULE NOTE: FINISHES TO HAVE MIN FLAME SPREAD OF CLASS C & MAXIMUM SMOKE DENSITY OF 450. SYMBOL I DESCRIPTION FLOORING THE JEFFERSON COLLECTION TYPE 2 ENGINEERED ACRYLIC IMPREGNATED FLOORING, NATURAL COLOR, QUATERSAWN WHITE OAK, 5 -10 GLOSS, GAMAPAR & NYDREE GROUP - DEANNA JANNEY 434.660.7596 OR deanna@doniadesigns.com FL1 VCT FLOOR TO MATCH EXG. FL2 PAINT / WALL FINISHES BENJAMIN MOORE 1591 STERLING ECO SPEC WB INTERIOR 373 LATEX FLAT FINISH PT1 BENJAMIN MOORE 2119 -30 BABY SEAL BLACK ECO SPEC WB INTERIOR 374 LATEX EGGSHELL FINISH PT2 BENJAMIN MOORE 2125 -40 SHADOW GRAY ECO SPEC WB INTERIOR 374 LATEX EGGSHELL FINISH PT3 BENJAMIN MOORE 2119 -30 BABY SEAL BLACK ECO SPEC WB INTERIOR 374 SEMI -GLOSS FINISH PT4 BENJAMIN MOORE 1591 STERLING ECO SPEC WB INTERIOR 373 LATEX EGGSHELL FINISH PT5 LEE JOFA LINCRUSTA 800.453.3563 GEORGIAN RD1650 LC 21" WIDE, 14 1/2" REPEAT, PAINTED PT2 WF1 TENANT FURNISHED AND INSTALLED COLLAGE PANELS WF2 MOULDING PROFILES— ALL MOULDING TO BE MITERED CONNECTIONS HARDWOOD MOULDING 3 1/2"H X 1/2" THICK PAINTED PT4 ML1 TRIM BEAD POPLAR MOULDING PAINTED PT4 SEE 2/A3 ML2 CROWN MOULDING WINDSOR #C230 PAINTED PT4, UNLESS OTHERWISE NOTED ML3 HARDWOOD MOULDING 3/4" X 3/4" CORNER GUARD, PAINT PT4 ML4 CEILING "ARMSTRONG" METALWORKS TIN 2' X 2', PATTERN #56007- LACQUERED STEEL (TLS); GRID SILVER SATIN FINISH TILE, NON- PERFORATED. CL1 NOTES: ARE TO BE OF COMMERCIAL QUALITY. OF PAINT SHALL BE ONE (1) COAT PRIMER AND TWO (2) COATS PAINT. PRIMER BE SPECIFIED OR RECOMMENDED BY PAINT MANUFACTURER. 1. ALL FINISHES 2. APPLICATIONS SHALL P\T- RECEIVED APR 30 2012 PERMIT CENTER BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON, ARCHITECT 219 N. 2ND ST., SUITE 301 MINNEAPOLIS, MN 55401 PHONE: (612) 338 -6677 FAX: (612) 338 -2995 E —MAIL: info @cmarch.com CONTACT: PHILIP FOSTER pfoster@cmarch.com CONSULTANTS: EMANUELSON —PODAS MECHANICAL / ELECTRICAL 10401 BREN RD. EAST MINNETONKA, MN 55343 952 - 930 -0050 SCOTT VANDER HEIDEN SEAL: 5449 kW* UCE M. ARLSON STATE OF WASHINGTON REG STER BRUCE M. CARLSON, ARCHITECT 03 -30 -12 DATE ISSUED 5449 REG. NO. SOUTHCENTER MALL 632 SOUTHCENTER MALL SEATTLE, WA 98188 SHEET TITLE: INTERIOR ELEVATIONS REVISIONS: NO: DATE: 04 -04 -12 04 -25 -12 BY: TAOS LL/ TAOS PROJECT NO: 12121.008 DRAWN BY: JGH A4 COPYRIGHT BRUCE M. CARLSON, AIA 2012 Jholten — 4/25/2012 4:59:23 PM WA \Drawings \Work in Progress \12121.008 A5 EXEL.dwg S:\The Art of Shaving \12121.008 Southcenter Mall — Seattle, PROVIDE GLAZING CLIPS ON STOREFRONT GLASS AS REQ ILLUMINATED STOREFRONT SIGN MOUNT CENTERED IN FIXTURE PANE, GC COORDINATE BLOCKING AND POWER REQ, SEE ELEC, SUBMITTED UNDER SEPARATE PERMIT BY SIGN VENDOR 1/2" REVEAL, TYP NEUTRAL PIER TYP BOTH SIDES ILLUMINATED BLADE SIGN SUBMITTED UNDER SEPARATE COVER FOR PERMIT & LLD APPROVAL 10 3 /E" LEASE LINE TYP. 5' -7 3/4" 3'— 0" 5' -7 1/2" 1 TOREFRONT ELEVATION 0 3/E 6" GLAZING CHANNEL, FINISH TO BE POLISHED CHROME 6" BREAK METAL BASE, FINISH BRONZE. TYP BOTH SIDES SCALE 1/2" = 1' -0" EXG MALL TILE TO CLOSURE LINE, REPLACE ANY BROKEN/ DAMAGED TILES, COORDINATE WITH MALL MANAGEMENT NLARGED STOREFRONT PLAN POPOUT NOT TO EXCEED 2' -6" PAST NEUTRAL PIER STOREFRONT GLAZING SYSTEM METAL STUD AND TYPE "X" GYP BD WF2 FLAT PANEL WF1 d- /4" z 11 - -J CONSTRUCTION TO MATCH EXG DEMISING WALL EUTRAL PIER DETAIL A5 (SCALE 3" = 1' -0" CEILING SOFFIT LINE ABOVE TENANT PROVIDED FIXTURE PANEL ABOVE 6' 18 GA BOX COLUMN TYP BOTH SIDES 1/2" ANODIZED ALUMINUM REVEAL STRIP AT NEUTRAL PIER. LEASE LINE BRACE AS REQUIRED TO BOX BEAM 3 5/8" METAL STUDS 16" 0.C. 5/8" TYPE "X" GYP BD 1 PT1 $ FINISH CEILING © 11' -0" AFF ML3 PT3 PT2 18 GA METAL RUNNER TOP AND BOTTOM OF BOX BEAM 18 GA METAL STUD . oo. /0 / 2' -4 1/2" EXG MALL BULKHEAD 6' 18 GA BOX BEAM TYP, CENTER ON BO 1 COLUMNS T.O. FIXTURE PANEL ® 15' -6" AFF 2" X 2" X 3" 18 GA ANGLE CLIPS, UNDE , BOX BEAM TO BOX COLUMN, SECURE WI (4) #8 SELF TAPPING SCREWS EACH SIDE STOREFRONT COLLAGE SYSTEM FURNISHED AND INSTALLED BY MILLWORK VENDOR, GC TO COORDINATE DURING INSTALLATION TENANT SIGNAGE AND APPROVAL BY SIGN VENDOR, SUBMITTED UNDER SEPARATE COVER, GC TO PROVIDE ELEC REQ RECESSED GLAZING CHANNEL PROVIDE BLOCKING AS REQ RUN POWER ALONG GLAZING SEAM T.O. STOREFRONT OPENING © 11' -0" AFF 3' -0" -"AEARTS -t? SHAVING® -- 1 ILLUMINATED BLADE SIGN 36" X 18" AND BRACKET APPROVAL BY SIGN VENDOR, SUBMITTED UNDER SEPARATE COVER, GC TO COORDINATE FOR BLOCKING AND POWER REQ WF2 FLAT PANEL 1/2" TEMPERED SAFETY GLAZING REVIEWED FOR CODE COMPLIANCE APPROVED MAY 07 2012 City of Tukwila BUILDING DIVISION STOREFRONT DOOR r— I r TOREFRONT ENTRY SECTION RECEIVED APR 30 2012 PERMIT CENTER SCALE 1" = 1' -0" BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON, ARCHITECT 219 N. 2ND ST., SUITE 301 MINNEAPOLIS, MN 55401 PHONE: (612) 338 -6677 FAX: (612) 338 -2995 E —MAIL: info @cmarch.com CONTACT: PHILIP FOSTER pfoster@cmarch.com CONSULTANTS: EMANUELSON —PODAS MECHANICAL / ELECTRICAL 10401 BREN RD. EAST MINNETONKA, MN 55343 952 - 930 -0050 SCOTT VANDER HEIDEN SEAL: 5449 q#469)001 REGISTERED tJ,i BRUCE M. RLS STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 03 -30 -12 DATE ISSUED 5449 REG. NO. SOUTHCENTER MALL 632 SOUTHCENTER MALL SEATTLE, WA 98188 SHEET TITLE: STOREFRONT ELEVATIONS AND SECTIONS REVISIONS: NO: DATE: 04 -25 -12 BY: BLDG/ LL PROJECT NO: 12121.008 DRAWN BY: JGH A5 COPYRIGHT BRUCE M. CARLSON, AIA 2012 jholten — 4/25/2012 4:57:14 PM Seattle, WA \Drawings \Work in Progress \12121.008 R1 SPEC.dwg S: \The Art of Shaving \12121.008 'Southcenter Mall DIVISION 1 - GENERAL REQUIREMENTS SECTION 1B - SUPPLEMENTARY CONDITIONS A. ARTICLES IN THIS SECTION ARE SUPPLEMENTARY IN NATURE TO THE PROVISIONS OF THE AIA A201 -1997 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS AIA DOCUMENT SHALL BE INCORPORATED INTO THE CONTRACT DOCUMENTS AND SHALL BE BINDING TO THE CONTRACT AS IF WRITTEN HEREIN. 1. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT, UNLESS CONTRACT DOCUMENTS GIVE OTHER SPECIFIC INSTRUCTIONS CONCERNING THESE MATTERS. 2. UNLESS OTHERWISE DEFINED BY OWNER, SUBMIT BIDS ON CONTRACTOR'S PREFERRED FORM. B. SCOPE OF WORK: 1. THESE DRAWINGS AND SPECIFICATIONS DESCRIBE THE ARCHITECTURAL AND ENGINEERING REQUIREMENTS FOR THE CONSTRUCTION OF THE PROJECT INDICATED ON THE TITLE BLOCK ON THE SHEET. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PERFORM THE WORK DESCRIBED BY THESE DOCUMENTS. a. THE WORK IS A RENOVATION TO EXISTING CONSTRUCTION. THEREFORE, IT IS ABSOLUTELY ESSENTIAL THAT THE CONTRACTOR VISIT THE SITE TO DETERMINE THE EXTENT OF THE EXISTING WORK TO REMAIN, THE EXTENT OF THE EXISTING WORK TO BE REMOVED AND THE EXTENT OF THE EXISTING WORK TO BE COORDINATED. 2. IT IS THE INTENT OF THIS CONTRACT THAT A JOB, COMPLETE IN EVERY RESPECT SHALL BE PROVIDED TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FULL AND COMPLETE EXECUTION OF THE PROJECT AND SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS NECESSARY TO COMPLETE THE WORK, WHETHER SPECIFIED OR NOT, TO COMPLY WITH THE FULL INTENT OF THESE DOCUMENTS. 3. CONTRACTOR AND SUBCONTRACTORS SHALL INSTRUCT ALL PERSONS, PREPARING BIDS ON WORK, THAT THE GENERAL CONDITIONS AND SUPPLEMENTARY CONDITIONS APPLY TO EACH SECTION OF THE SPECIFICATION. THE MENTION, HEREIN, OF MATERIALS ARTICLES, OPERATIONS AND METHODS APPLICABLE TO THE CONTRACT WORK REQUIRES THAT THE CONTRACTOR PROVIDE EACH ITEM MENTIONED OR INDICATED, OF QUALITY OR SUBJECT TO QUALIFICATIONS NOTED, PERFORM ACCORDING TO THE CONDITIONS STATED FOR EACH OPERATION PRESCRIBED. 4. CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF ENGINEERING AND CONSTRUCTION OF THEIR RESPECTIVE TRADE AND COORDINATION WITH THE ARCHITECT. 5. BUILDING CODES & REGULATIONS: COMPLY WITH ALL RULINGS, ORDINANCES, CODES & REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION OVER THIS PROPERTY AND INDEMNIFY OWNER FROM DAMAGES. a. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL ARRANGE A MEETING AT THE SITE WITH THE BUILDING OFFICIAL, FIRE MARSHAL AND APPROPRIATE OTHER AUTHORITIES TO REVIEW THE NUMBER AND LOCATION OF FIRE SPRINKLER HEADS, FIRE EXTINGUISHERS, EXIT LIGHTS, EMERGENCY LIGHTS AND BACKUP POWER AND FIRE RATED CONSTRUCTION. CONTRACTOR SHALL MAKE ADDITIONS AND MODIFICATIONS TO THESE SYSTEMS AS REQUIRED. SUCH ADDITIONS AND MODIFICATIONS SHALL BE PART OF THE ORIGINAL CONSTRUCTION COST. b. CONTRACTOR SHALL OBTAIN INTERIM AND FINAL INSPECTIONS AND ALL REQUIRED APPROVALS FROM GOVERNING AGENCIES HAVING JURISDICTION, PRIOR TO RECEIVING FINAL PAYMENT. c. OBTAIN INSPECTION AND APPROVAL FROM GOVERNING AUTHORITIES HAVING JURISDICTION, FOR ITEMS THAT WILL BE CONCEALED IN THE FINISHED WORK, PRIOR TO COVERING SAID ITEMS. 6. ALL WORK, WHETHER PERFORMED BY CONTRACTOR, LANDLORD OR TENANT, SHALL CONFORM TO THE DESIGN CRITERIA SUPPLIED BY THE LANDLORD. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LANDLORD'S REPRESENTATIVE, DURING BIDDING, TO OBTAIN A COPY OF THE LANDLORD CRITERIA AND TO INCLUDE ASSOCIATED COSTS IN THE BID TO THE OWNER. C. DEFINITIONS: 1. "LANDLORD" REFERS TO THE ENTITY INDICATED ON THE TITLE SHEET OF THESE DOCUMENTS AS THE LANDLORD. TENANT COORDINATOR/LANDLORD CONTACT IS IDENTIFIED ON THE TITLE SHEET. 2. "OWNER" OR "TENANT" REFERS TO THE CONTRACTED "OWNER" AS INDICATED ON THE TITLE BLOCK OF THIS SHEET. THROUGHOUT THESE DOCUMENTS, THE TERMS "OWNER" AND "TENANT" ARE USED INTERCHANGEABLY. 3. "CONTRACTOR" REFERS TO THE TENANTS GENERAL CONTRACTOR AWARDED THE CONTRACT FOR CONSTRUCTION. 4. "SUBCONTRACTOR" REFERS TO THOSE SUBCONTRACTORS OR ASSIGNMENTS WITH DIRECT CONTRACTUAL RELATIONSHIPS, UNDER THIS BID PACKAGE, TO THE CONTRACTOR. 5. "ARCHITECT" REFERS TO THE ARCHITECT -OF- RECORD AS INDICATED ON THE TITLE BLOCK OF THIS SHEET. D. CONTRACT DOCUMENTS: 1. THE BASIS OF THE CONTRACT SHALL BE AIA A101 - STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR BASED ON A STIPULATED SUM. 2. OWNER RESERVES THE RIGHT TO UTILIZE A DIFFERENT FORM OF AGREEMENT THAT IS MUTUALLY ACCEPTABLE TO OWNER AND CONTRACTOR. 3. THE DRAWINGS AND SPECIFICATIONS ARE TOGETHER INTENDED TO GIVE A COMPLETE DESCRIPTION OF THE FORM, QUALITY, KIND OF FABRICATION, CONSTRUCTION, INSTALLATION AND FULL COMPLETION OF THE PROJECT, READY FOR OCCUPANCY. WORK SHOWN ON THE DRAWING, BUT NOT SPECIFIED AND WORK SPECIFIED, BUT NOT SHOWN ON THE DRAWINGS SHALL BE INCLUDED IN THE CONTRACT, THE SAME AS IF BOTH SHOWN AND SPECIFIED. 4. SUBMISSION OF A BID WILL BE AN ACKNOWLEDGMENT BY THE BIDDER THAT THEY HAVE FULLY INFORMED THEMSELVES AS TO THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS AND THAT THEY WILL NOT SEEK TO EVADE RESPONSIBILITY FOR OMISSIONS BY MAKING CLAIM FOR AMBIGUITY OR CONFLICT OF THE PLANS AND SPECIFICATIONS. 5. COORDINATE WORK INDICATED ON THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. 6. CONTRACTOR IS RESPONSIBLE FOR DISTRIBUTION OF CONSTRUCTION DOCUMENTS TO THE SUBCONTRACTORS AND FOR COORDINATION BETWEEN SUBCONTRACTORS BASED ON THIS SET OF DOCUMENTS. NO EXTRA COMPENSATION WILL BE GIVEN TO A BIDDER OR SUPPLIER WHO HAS BID FROM AN INCOMPLETE SET OF CONSTRUCTION DOCUMENTS. 7. BRING TO THE ATTENTION OF THE ARCHITECT, IMMEDIATELY, DISCREPANCIES BETWEEN THE DRAWINGS, DRAWINGS AND SPECIFICATIONS OR THE VARIOUS SPECIFICATION SECTIONS FOR A DECISION BY THE ARCHITECT OR RESPECTIVE ENGINEER FOR CLARIFICATION. AFTER BIDS ARE SUBMITTED, NO CLAIMS OF DISCREPANCIES WILL BE CONSIDERED A VALID REASON FOR AN EXTRA CHARGE OR CHANGES TO THE WORK. WHERE A DISCREPANCY IS ENCOUNTERED, CLARIFICATION AND DECISION SHALL BE AT THE ARCHITECTS SOLE DISCRETION AND SUBMISSION OF A BID SHALL CONSTITUTE ACCEPTANCE OF THAT DECISION REGARDLESS OF COST. 8. COORDINATE WORK OF THIS CONTRACT WITH BUILDING SHELL ELEMENTS. IMMEDIATELY NOTIFY OWNER OF SIGNIFICANT DISCREPANCIES AND CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS AND LANDLORD BUILDING SHELL ELEMENTS. E. COORDINATION: 1. LANDLORD COORDINATION: a. COMPLY W/ THE REQUIREMENTS OF LANDLORD OPERATION, WORKING TIME, BARRICADES & ACCESS. b. MEET WITH LANDLORD MANAGEMENT PRIOR TO STARTING WORK TO COORDINATE TIME AND NOTIFICATIONS REQUIRED FOR UTILITY CHANGES OR WORK THAT MAY AFFECT LANDLORD OPERATIONS OR OTHER TENANTS. i. COORDINATE, SCHEDULE AND MINIMIZE UTILITY INTERRUPTIONS. PROTECT & MAINTAIN EXISTING SERVICES AFFECTED BY THE PERFORMANCE OF THE WORK. c. WHERE NECESSARY, WORK SHALL BE PERFORMED AT NIGHT AS DIRECTED BY LANDLORD TO AVOID CONFLICTS WITH LANDLORD UTILITIES AND OPERATIONS. d. LANDLORD'S DESIGNATED ROOFING CONTRACTOR, AT THE TENANT'S COST INCLUDED UNDER THIS PROJECT CONTRACT, SHALL PROVIDE ROOF WORK. e. LANDLORD'S DESIGNATED SPRINKLER CONTRACTOR, AT TENANTS COST INCLUDED UNDER THIS PROJECT CONTRACT, SHALL PROVIDE FIRE SPRINKLER WORK. i. THE SPRINKLER CONTRACTOR SHALL PROVIDE SPRINKLER SYSTEM DESIGN AND LAYOUT AND SUBMIT TO THE FIRE MARSHAL AND BUILDING OFFICIAL, FOR APPROVAL. II. SPRINKLER HEAD SPACING SHALL CONFORM TO THE LATEST N.F.P.A. STANDARDS AND ALL CODES HAVING JURISDICTION. THE CONTRACTOR SHALL LOCATE /RELOCATE /ADJUST NEW AND /OR EXISTING SPRINKLER HEADS /SYSTEM AS REQUIRED BY THE INTENT OF THESE CONSTRUCTION DOCUMENTS. f. AN APPROVAL BY THE LANDLORD WILL ONLY BE VALID IF IN WRITING AND SIGNED BY THE LANDLORD OR BY THE LANDLORD'S DESIGNATED REPRESENTATIVE. i. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVAL FROM LANDLORD FOR ALL STRUCTURAL CHANGES, VERIFICATION OF CORRECT INSTALLATION AND SPECIFICATION FOR MISCELLANEOUS STEEL FOR MEZZANINES, HVAC EQUIPMENT, DUCTS, CONDUIT, ETC. 2. COOPERATION: a. CONTRACTOR SHALL EMPLOY SUCH LABOR AS WILL NOT DELAY OR INTERFERE WITH THE SPEEDY AND LAWFUL PROGRESS OF THE WORK AND AS WILL BE ACCEPTABLE TO AND WORK IN HARMONY WITH ALL OTHER TRADES EMPLOYED ON THE CONSTRUCTION SITE OR ON ANY OTHER BUILDING, STRUCTURE, OR OTHER IMPROVEMENTS, WHETHER PUBLIC OR PRIVATE, WHICH THE CONTRACTOR MAY THEN BE ERECTING OR ALTERING. b. CONTRACTOR AND SUBCONTRACTORS SHALL BE BONDABLE, LICENSED CONTRACTORS, POSSESSING GOOD LABOR RELATIONS AND MUST BE CAPABLE OF QUALITY WORKMANSHIP IN HARMONY WITH OTHER CONTRACTORS WORKING ON THE PROJECT. c. SUBCONTRACTORS, IN CASES WHERE THEIR WORK AND THE WORK OF OTHER SUBCONTRACTORS COME TOGETHER, SHALL COOPERATE WITH EACH OTHER. d. FURNISH NECESSARY DRAWINGS, MEASUREMENTS, TEMPLATES AND ASSISTANCE IN THEIR OWN TRADE SO THAT THE FINISHED WORK SHALL BE OF PROPER APPEARANCE, STRENGTH, DURABILITY AND FIT OR FINISH. e. SUBCONTRACTORS SHALL ASCERTAIN, BEFORE PROCEEDING WITH THE WORK, THAT IT WILL NOT INTERFERE WITH THE WORK OF OTHER SUBCONTRACTORS. WORK THAT DOES INTERFERE SHALL NOT CUT OR OTHERWISE DAMAGE THE WORK OF OTHER CONTRACTORS AND SHALL BEAR THE COST OF DAMAGE DONE IN DISREGARD OF THIS REQUIREMENT. f. EACH SUBCONTRACTOR SHALL EXAMINE THE DRAWINGS AND SPECIFICATIONS RELATIVE TO THE WORK OF OTHER TRADES AND TO INFORM THEMSELVES OF THE EFFECT SAME MAY HAVE ON THE WORK OF THEIR TRADE AND PROPERLY CORRELATE SAME, THAT A FINISHED JOB MAY RESULT. g. CONTRACTOR SHALL UTILIZE UNION LABOR IN REQUIRED AREAS. 3. OWNERNENDOR COORDINATION: CONTRACTOR SHALL COORDINATE AND SCHEDULE THE WORK OF SEPARATE OWNERNENDOR FURNISHED COMPONENTS, ENSURING THE COORDINATION OF ALL TRADES. a. CONTRACTOR TO VERIFY REQUIREMENTS OF OWNER EQUIPMENT PRIOR TO THE START OF CONSTRUCTION AND OBTAIN CATALOG CUT SHEETS OF EQUIPMENT FROM OWNER. F. INSURANCE AND BONDS: 1. CONTRACTOR AND SUBCONTRACTORS SHALL CARRY AND MAINTAIN INSURANCE COVERAGE FOR NO LESS THAN THE LIMITS INDICATED HEREIN. PROVIDE ADDITIONAUHIGHER INSURANCE COVERAGE LIMITS THAT ARE REQUIRED PER LANDLORD CRITERIA IN EXCESS OF LIMITS LISTED HEREIN. 2. EACH SUBCONTRACTOR SHALL FURNISH TO CONTRACTOR, TWO (2) COPIES EACH OF CERTIFICATES OF INSURANCE HEREIN REQUIRED FOR EACH COPY OF THE AGREEMENT WHICH SHALL SPECIFICALLY SET FORTH EVIDENCE OF ALL COVERAGE REQUIRED. 3. CONTRACTOR SHALL FURNISH CERTIFICATES OF SUCH INSURANCE TO OWNER WITHIN FIVE (5) DAYS OF SIGNING CONTRACT. THESE CERTIFICATES SHALL PROVIDE THAT COVERAGE AFFORDED UNDER THE POLICIES WILL NOT BE CANCELED UNTIL TEN (10) DAYS PRIOR WRITTEN NOTICE HAS BEEN GIVEN TO THE OWNER. 4. THE CONTRACTOR SHALL FURNISH TO THE OWNER COPIES OF ENDORSEMENTS THAT ARE SUBSEQUENTLY ISSUED AMENDING COVERAGE OR LIMITS. 5. LIMITS: a. WORKMEN'S COMPENSATION INSURANCE IN FULL COMPLIANCE WITH THE LAWS OF THE STATE OR STATES IN WHICH WORK UNDER THIS CONTRACT IS PERFORMED TO INCLUDE EMPLOYERS LIABILITY WITH MINIMUM LIMITS OF $100,000, OR AS REQUIRED BY OWNER. b. COMPREHENSIVE GENERAL LIABILITY: i. BODILY INJURY, INCLUDING DEATH: $500,000 MINIMUM, OR AS REQUIRED BY OWNER. ii. PROPERTY DAMAGE: $300,000 MINIMUM, OR AS REQUIRED BY OWNER. c. COMPREHENSIVE AUTOMOBILE LIABILITY: i. BODILY INJURY, INCLUDING DEATH: $300,000 MINIMUM, OR AS REQUIRED BY OWNER. ii. PROPERTY DAMAGE: $100,000 MINIMUM, OR AS REQUIRED BY OWNER. 6. CERTIFICATE OF INSURANCE MUST BE MADE OUT TO THE OWNER. 7. BONDS a. PROVIDE A LABOR AND MATERIAL PAYMENT BOND FOR 100 PERCENT OF THE CONTRACT PRICE. G. PERMITS, FEES AND TAXES: 1. CONTRACTOR SHALL OBTAIN AND PAY FOR BUILDING PERMIT AND ALL ADDITIONAL PERMITS AND FEES. 2. EACH SUBCONTRACTOR RESPONSIBLE FOR PLUMBING, ELECTRICAL, MECHANICAL & FIRE SPRINKLERS SHALL OBTAIN AND PAY FOR RESPECTIVE PERMITS AND SHALL PAY CHARGES ASSOCIATED WITH CONNECTIONS TO UTILITIES, CERTIFICATES, INSPECTIONS, ETC AS REQUIRED BY MUNICIPAL, STATE AND OTHER LEGALLY CONSTITUTED AUTHORITIES BEFORE COMMENCING WORK AND SHALL BE RESPONSIBLE FOR REVISIONS THAT MAY BE REQUIRED BY SAID AUTHORITIES. 3. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR PERMITS AND FEES ASSOCIATED WITH SANITARY AND STORM SEWER. 4. WHENEVER THE LAW OF THE PLACE OF BUILDING REQUIRES A SALES, CONSUMER USE OF OTHER SIMILAR TAX, THE CONTRACTOR AND SUBCONTRACTORS SHALL PAY SUCH TAXES AS PERTAINS TO THEIR RESPECTIVE PORTION OF THE WORK AND HAVE SUCH TAXES INCLUDED IN THEIR BID. H. PRICE AND PAYMENT PROCEDURES: 1. APPLICATION FOR PAYMENT: SUBCONTRACTORS SHALL SUBMIT TO THE CONTRACTOR AN APPLICATION FOR EACH PAYMENT ON OR ABOUT THE FIRST DAY OF EACH MONTH. THE CONTRACTOR SHALL ASSEMBLE PAYMENT APPLICATIONS, SUBMIT IT TO OWNER WITH C ERTIFICATE OF PARTIAL PAYMENT. SUBCONTRACTORS SHALL SUBMIT PAID BILLS AND LIEN WAIVERS FOR LABOR AND MATERIAL INCLUDED IN THE JOB TO THAT DATE. IF LIEN WAIVERS ARE NOT AVAILABLE AT THE TIME PAYMENT IS LIQUIDATED, PAYMENT WILL BE WITHHELD UNTIL SUCH WAIVERS ARE SUBMITTED. SUBMIT APPLICATIONS FOR PAYMENT INDICATING FULL VALUE OF WORK WITH PAYMENTS EQUAL TO 90 PERCENT OF THE CERTIFIED VALUE. 2. LIENS: NEITHER THE FINAL PAYMENT NOR ANY PART OF THE RETAINED PERCENTAGE SHALL BECOME DUE UNTIL THE CONTRACTOR DELIVERS TO THE OWNER A COMPLETE RELEASE OF LIENS ARISING OUT OF THIS CONTRACT, OR RECEIPTS IN FULL IN LIEU THEREOF, AND IN EITHER CASE, AN AFFIDAVIT THAT SO FAR AS THEY HAVE KNOWLEDGE OR INFORMATION, THE RELEASE AND RECEIPTS TO INCLUDE ALL LABOR AND MATERIAL FOR WHICH A LIEN COULD BE FILED. THE ABOVE REFERENCED WAIVERS AND AFFIDAVITS, FOR 100 PERCENT OF WORK, SHALL BE SUBMITTED NO MORE THAT 30 DAYS FOLLOWING CONSTRUCTION COMPLETION. 3. FINAL PAYMENT SHALL BE CONTINGENT ON THE COMPLETION OF THE CONTRACTOR'S "PUNCH -LIST' INCLUDING ANY INCOMPLETE ITEMS ADDED BY THE OWNER. FINAL PAYMENT WILL NOT BE APPROVED UNTIL WORK IS PHYSICALLY COMPLETE AND CERTIFICATE OF OCCUPANCY IS GRANTED. 4. EXTRA WORK: NO RECOGNITION OF EXTRA WORK, WHETHER CONSISTING OF LABOR, MATERIALS OR EXPENSE WILL BE MADE UNLESS THE CONTRACTOR HAS PROCURED WRITTEN AUTHORITY TO PROCEED WITH EXTRA WORK FROM THE OWNER WITH THE COST STATED IN FIGURES THEREIN. FAILURE TO OBTAIN FORMAL AUTHORIZATION PRIOR TO WORK WILL INVALIDATE CLAIMS FOR ADDITIONAL COMPENSATION. I. CORRECTION OF WORK AFTER FINAL PAYMENT AND WARRANTY: 1. NEITHER THE FINAL CERTIFICATE FOR PAYMENT NOR ANY PROVISIONS IN THE CONTRACT DOCUMENTS SHALL RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR FAULTY MATERIALS OR WORKMANSHIP. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL REMEDY DEFECTS DUE THERETO AND SHALL PAY FOR DAMAGE TO OTHER WORK RESULTING THEREFROM, THAT MAY APPEAR WITHIN A PERIOD OF ONE YEAR FROM THE DATE OF OWNER'S APPROVAL OF THE FINAL CERTIFICATE OF PAYMENT. a. COMPLETELY CLEAN, SERVICE (LUBRICATE AND REPLACE BELTS, FILTERS, ETC.) AND CHECK FOR PROPER OPERATION OF EQUIPMENT STATED AS REUSED AND GUARANTEE THESE COMPONENTS FOR ONE YEAR. 2. ALL WARRANTIES OR GUARANTEES FOR MATERIALS AND WORKMANSHIP ON OR WITH RESPECT TO TENANT'S WORK SHALL BE CONTAINED IN THE CONTRACT OR SUBCONTRACT WHICH SHALL BE SO WRITTEN THAT SUCH GUARANTEES OR WARRANTIES SHALL INSURE TO THE BENEFIT OF BOTH LANDLORD AND TENANT, AS THEIR RESPECTIVE INTEREST APPEAR AND CAN BE DIRECTLY ENFORCED BY EITHER. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR, WITHOUT ADDITIONAL CHARGE, FOR ANY AND ALL WORK DONE OR FURNISHED WHICH HAS BECOME DEFECTIVE WITHIN THE ONE -YEAR PERIOD. THE CORRECTION OF SUCH WORK SHALL INCLUDE, WITHOUT ADDITIONAL CHARGE, ALL EXPENSES AND DAMAGES IN CONNECTION WITH SUCH REMOVAL, REPLACEMENT OR REPAIR OF ANY PART OF THE WORK WHICH MAY BE DAMAGED OR DISTURBED THEREBY. J. ADMINISTRATIVE REQUIREMENTS:. 1. SCHEDULE FOR COMPLETION: WORK ON THE PROJECT SHALL BE CARRIED FORWARD WITH DUE DILIGENCE AND WITHOUT INTERRUPTION, AS WEATHER CONDITIONS PERMIT AND AS GOOD JUDGMENT DICTATES. COORDINATE TIME SCHEDULE WITH THE OWNER FOR OCCUPANCY DATE ANTICIPATED. 2. CONTRACTOR SHALL COORDINATE WITH LANDLORD FOR SCHEDULING OF CONSTRUCTION OPERATIONS THAT CREATE EXCESSIVE NOISE OR OTHER DISTURBANCE TO OTHER TENANT OR LANDLORD OPERATIONS. 3. RECORD DRAWINGS: a. MAINTAIN A COPY OF THE LATEST SET & LANDLORD APPROVED SET OF CONSTRUCTION DOCUMENTS ON SITE THROUGHOUT CONSTRUCTION. DOCUMENTS SHALL BE STAPLED IN ONE NEAT SET AND ATTACHED TO A LOCATION ACCEPTABLE TO THE OWNER AND ARCHITECT. 4. SUBMITTALS: a. REFER TO "PRICE AND PAYMENT PROCEDURES" FOR SUBMITTALS RELATED TO PAYMENTS. b. WITHIN TEN (10) WORKING DAYS OF CONTRACT AWARD, SUBMIT TO ARCHITECT AND OWNERS LOCAL REPRESENTATIVE, A LIST OF ALL SUBCONTRACTORS AND SUPPLIERS INCLUDING NAME, CONTACT PERSONS, ADDRESS, PHONE AND EMAIL. c. CLOSEOUT SUBMITTALS: REFER TO "EXECUTION REQUIREMENTS ". 5. SHOP DRAWINGS: a. SUBMIT THREE (3) COPIES OF ALL SHOP DRAWINGS TO THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR CHECKING AND COORDINATION OF THEM. b. THE CONTRACTOR SHALL FORWARD THREE (3) COPIES TO THE OWNER. AFTER OWNER REVIEWS THEM FOR DESIGN CONFORMANCE, PROVIDE CORRECTIONS AS INDICATED AND ISSUE FOUR (4) FINAL COPIES FOR JOB USE AND ONE COPY TO ARCHITECT. c. SUBMITTALS SHALL CLEARLY STATE PROJECT TITLE AND NUMBER, NAMES OF SUBCONTRACTOR, SUPPLIER AND MANUFACTURER, FIELD DIMENSIONS, RELATIONSHIP TO ADJACENT MATERIALS, APPLICABLE STANDARDS AND IDENTIFICATION OF DEVIATIONS FROM CONSTRUCTION DOCUMENTS. d. SHOP DRAWINGS SHALL BE PREPARED ONLY WITH A FULL SET OF DRAWINGS AS REFERENCE. e. SHOP DRAWINGS SHALL BE ACCURATELY DETAILED, DRAWN TO SCALE, AND SHALL CONTAIN NOTATIONS AND OTHER INFORMATION NECESSARY TO FULLY DESCRIBE THE INSTALLATION PROCEDURES AND WORK REQUIRED. f. CONTRACTOR SHALL REVIEW OWNERNENDOR FURNISHED SUBMITTALS FOR COORDINATION PURPOSES. K. QUALITY REQUIREMENTS: 1. WORKMANSHIP SHALL BE EXACT, PAINSTAKING, DURABLE AND GENERALLY OF THE HIGHEST GRADE. MATERIALS, UNLESS PARTICULARLY SPECIFIED OTHERWISE, SHALL BE NEW, IN PERFECT CONDITION FOR USE, OF GOOD REPUTATION AND FREE FROM DEFECTS OR NATURE OF MANUFACTURE THAT WOULD IMPAIR THE STRENGTH, DURABILITY OR APPEARANCE IN FINISHED WORK. 2. PROVIDE TESTING DOCUMENTATION AS SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS. L. TEMPORARY FACILITIES AND CONTROLS: 1. PROVIDE TEMPORARY FACILITIES AND CONTROLS AS NECESSARY TO COMPLY WITH SAFETY CRITERIA AS ESTABLISHED BY FEDERAL, STATE AND LOCAL AUTHORITIES, OSHA AND LANDLORD. a. ENSURE THE SAFETY OF CONSTRUCTION WORKERS, AND GENERAL PUBLIC. 2. PROVIDE TEMPORARY ENCLOSURES, BARRICADES, FENCES, ETC. WITH ACCESS DOORS AS REQUIRED BY LANDLORD TO SECURE THE WORKING AREA AND PROVIDE PUBLIC SAFETY. 3. PROVIDE 12' -0" HIGH DUSTPROOF SOLID BARRICADE, NOT MORE THAN 3'-0" FROM THE LEASE LINE. CONSTRUCTION SHALL BE OF METAL STUDS AT 16 " ON CENTER WITH PAINTED 1/2" GYPSUM BOARD FINISHED IN ACCORDANCE WITH LANDLORD CRITERIA. PROVIDE FLAT ROOF OF SAME CONSTRUCTION. REFER TO LANDLORD'S DESIGN CRITERIA FOR ADDITIONAL REQUIREMENTS. OBTAIN LANDLORD APPROVAL FOR SIGNAGE ON THE BARRICADE. 4. PROVIDE TEMPORARY UTILITIES AND MAKE SAME AVAILABLE TO SUBCONTRACTORS. COORDINATE THE LOCATION OF ALL ACTIVE LANDLORD UTILITY LINES SERVING THE PROJECT AND TAKE NECESSARY STEPS TO PROTECT THEM AND COMPLY WITH THE REQUIREMENTS OF THE UTILITY COMPANIES. INDIVIDUAL SUBCONTRACTORS ARE RESPONSIBLE FOR CONNECTIONS TO UTILITY LINE LOCATIONS, TAPS AND REMOVAL OF TEMPORARY SERVICES WHEN NO LONGER NECESSARY. 5. CONTRACTOR IS RESPONSIBLE FOR PAYMENT OF TEMPORARY CONSTRUCTION UTILITY CHARGES. 6. PROVIDE JOBSITE TELEPHONE CAPABLE OF RECEIVING INCOMING CALLS FOR THE DURATION OF CONSTRUCTION. PROVIDE TELEPHONE NUMBER TO OWNER. 7. PROVIDE GENERAL HAULING & TRASH DISPOSAL FROM THE SITE. PROVIDE GENERAL CLEANUP OF THE PROJECT, BUILDING AREA AND THE REMOVAL OF TRASH AND DEBRIS FROM THE WORK AREAS. 8. PROVIDE AND MAINTAIN ADEQUATE ENVIRONMENTAL CONDITIONS TO FACILITATE PROGRESS OF THE WORK. MEET SPECIFIED MINIMUM CONDITIONS AND PROTECT MATERIALS FROM DAMAGE. 9. PROVIDE TEMPORARY PROTECTIVE COVERING OF EQUIPMENT, MERCHANDISE, FINISHES, FLOORING, ETC., DURING CONSTRUCTION, TO PREVENT DAMAGE. M. PRODUCT REQUIREMENTS 1. ORDERING OF MATERIALS: a. CONTRACTOR IS ADVISED, DUE TO THE ACCELERATED CONSTRUCTION SCHEDULE, TO ORDER BUILDING MATERIALS, FIXTURES AND FINISH MATERIALS AS SOON AS POSSIBLE. UNLESS CONTRACTOR NOTIFIES OWNER IN WRITING WITHIN TEN (10) DAYS OF CONTRACT DATE OF DELAYS, CONTRACTOR ASSUMES THE RESPONSIBILITY FOR THE TIMELY DELIVERIES OF COMPONENTS REQUIRED TO CONSTRUCT THE PROJECT (REGARDLESS OF SUPPLIER OR SOURCES, DOMESTIC OR NOT) WITHIN THE TIME ALLOTTED AS SPECIFIED IN THE CONTRACT. 2. RECEIVING OF MATERIALS: a. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING AND VERIFYING SHIPMENTS OF OWNER SUPPLIED MATERIALS. THIS INCLUDES VERIFYING PACKING LISTS AGAINST ORDER FORMS AND BILLS OF LADING, NOTING ANY DAMAGE OR SHORTAGES. CONTRACTOR IS RESPONSIBLE FOR FILING DAMAGE CLAIMS AND MUST MAINTAIN PACKING MATERIALS FOR SHIPMENT OF DAMAGED ITEMS. IF THIS IS NOT DONE WITH IN 24 HOURS, CONTRACTOR SHALL BEAR ALL COSTS TO MEET CONSTRUCTION SCHEDULE. b. COORDINATE UNPACKING OF TENANT SUPPLIED FIXTURES WITH TENANT. 3. STORAGE OF MATERIALS: a. CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR SAFETY FROM LOSS, DAMAGE AND THEFT OF MATERIALS DELIVERED PERTAINING TO PARTICULAR WORK UNTIL THE FINAL PROJECT IS ACCEPTED. I. ABOVE STATED STORAGE OF MATERIALS INCLUDES TENANT SUPPLIED MATERIALS, FIXTURES AND EQUIPMENT. b. CONTRACTOR AND SUBCONTRACTORS SHALL NOT CAUSE OR ALLOW ANY PART OF STRUCTURE TO BE LOADED DURING CONSTRUCTION WITH A WEIGHT GREATER THAN IT IS CALCULATED TO BEAR. THIS REFERS ESPECIALLY TO CONCENTRATED PLACING OF MATERIALS ON ROOF OF BUILDINGS. c. CAREFULLY REMOVE AND STORE ALL MATERIALS THAT ARE REUSED OR SALVAGED BY THE CONTRACTOR. d. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR STORAGE OF ITS OWN MATERIALS AND TOOLS. 4. "OR EQUAL" CLAUSE /SUBSTITUTIONS: a. CERTAIN ITEMS ARE SPECIFIED BY PROPRIETARY NAMES. WHERE THE CLAUSE "OR EQUAL" IS USED IN THE CONNECTION W/ SUCH SPECIFICATIONS, THEY ARE TO BE USED IN RECOGNITION OF THE FACT THAT EQUALLY GOOD AND FUNCTIONALLY SIMILAR ITEMS ARE ON THE MARKET. SHOULD ANY CONTRACTOR DESIRE TO MAKE SUBSTITUTIONS UNDER THIS CLAUSE, THEY SHALL SUBMIT, IN WRITING, THEIR REQUEST FOR APPROVAL OF SUCH SUBSTITUTIONS TOGETHER WITH SUCH SPECIFICATIONS, DESCRIPTIVE LITERATURE & SAMPLES AS THE ARCHITECT OR OWNER MAY REQUIRE. ALL SUCH SUBSTITUTIONS ARE SUBJECT TO REJECTION AT THE OWNER'S & ARCHITECTS JUDGMENT. b. SUBMISSION AND REVIEW OF REQUESTS FOR SUBSTITUTION WILL NOT BE ALLOWED TO EFFECT THE COMPLETION DATE OR FINISHED APPEARANCE OF THE WORK. c. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNER. N. EXECUTION REQUIREMENTS: 1. FIELD CONDITIONS: PRIOR TO CONSTRUCTION, VERIFY FIELD CONDITIONS AND DIMENSIONS IN THE DRAWINGS. ALERT THE ARCHITECT AND OWNER REGARDING VARIATIONS FROM THE CONDITIONS REPRESENTED ON THE CONSTRUCTION DOCUMENTS AND OBTAIN DIRECTION /CLARIFICATION BEFORE PROCEEDING WITH THE RELATED WORK. 2. CONTRACTOR SHALL AVOID CONFLICT OR INTERFERENCE WITH NORMAL BUILDING OPERATIONS BY COMPLYING WITH BUILDING /FACILITIES RULES AND REGULATIONS REGARDING SCHEDULING AND USE OF ELEVATORS AND LOADING DOCKS FOR DELIVERIES, HANDLING OF MATERIALS, EQUIPMENT AND DEBRIS. CONTRACTOR IS RESPONSIBLE TO UNDERSTAND SUCH RULES AND REGULATIONS. 3. THE CONTRACTOR AGREES THAT ALL WORK SHALL BE PERFORMED IN A MANNER THAT WILL NOT CREATE ANY WORK STOPPAGE, PICKETING, LABOR DISRUPTION OR DISPUTE OR VIOLATE LANDLORD'S LABOR CONTRACTS AFFECTING THE BUILDING OR INTERFERE WITH THE BUSINESS OF THE LANDLORD. IN THE EVENT OF THE OCCURRENCE OF ANY OF THE ABOVE, RESULTING FROM ACTIONS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY SUBTENANT OR ON CONCESSIONAIRE, OR THEIR RESPECTIVE EMPLOYEES, CONTRACTORS OR SUBCONTRACTORS, THE CONTRACTOR SHALL IMMEDIATELY, UPON NOTICE FROM LANDLORD, CEASE THE CONDUCT GIVING RISE TO SUCH CONDITION. THIS CLAUSE MUST BE PART OF GENERAL CONTRACTOR/SUBCONTRACTOR AGREEMENTS AND IF SUCH CLAUSE IS NOT INCLUDED, IT WILL NOT RELIEVE THE CONTRACTOR OF THE REQUIREMENTS OR WORK STATED HEREIN. 4. FOR UTILITY SERVICES, APPLY FOR OR SWITCH NAMES FROM PRIOR TENANT (IF APPLICABLE) FOR UTILITY METERS AND NOTIFY UTILITY COMPANIES OF THE REQUIRED NAME, ADDRESS AND PHONE NUMBERS OF THE OWNER FOR PERMANENT OR NEW SERVICES. 5. PROVIDE REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE. 6. CONSTRUCTION EQUIPMENT: LIFTS, CARTS, EQUIPMENT, BOXES AND SIMILAR ITEMS SHALL BE EQUIPPED WITH RUBBER WHEELS. 7. CUTTING, PATCHING AND REPAIRING a. SUBCONTRACTORS SHALL LEAVE REQUIRED CHASE, OPENINGS, ETC. IN THEIR WORK TO ACCOMMODATE THE WORK OF OTHER TRADES. OTHER TRADES SHALL PROVIDE DEFINED SIZES AND LOCATIONS FOR SUCH REQUIREMENTS IN AMPLE TIME NOT TO INTERFERE WITH THE PROGRESS OF THE WORK. b. WHENEVER POSSIBLE, SAW CUTTING OF MATERIALS SHALL BE DONE OUTDOORS. OTHER CUTTING REQUIRED SHALL BE DONE AT THE EXPENSE OF THE SUBCONTRACTOR REQUIRING THE SAME WHO SHALL OBTAIN THE APPROVAL OF THE CONTRACTOR FOR THE MODIFICATIONS. c. COORDINATE CUTTING OR DRILLING OF CONCRETE SLABS, IF REQUIRED, WITH LANDLORD BEFORE BEGINNING WORK. d. FLOOR SLAB PENETRATIONS: FOR PLUMBING FIXTURES & DRAINS, PROVIDE WATERTIGHT SLEEVES EXTENDING A MINIMUM OF 6 INCHES ABOVE FINISHED FLOOR. e. PATCH /INFILL ALL UNEVEN FLOOR CONDITIONS. FILL CRACKS, DEPRESSIONS, HOLES, VOIDS, ETC. AND REMOVE ALL PROJECTIONS, ELECTRICAL CAPS, BUMPS, ETC. TO PROVIDE A SMOOTH LEVEL FLOOR SUBSTRATE FOR NEW FINISHES. BRING MAJOR FLOOR PREPARATION ISSUES TO THE ATTENTION OF THE OWNER. f. DO NOT CUT OR ALTER ANY PORTION OF THE EXISTING STRUCTURE IN A WAY THAT IT WEAKENS THE STRUCTURE OR ENDANGERS THE BUILDING, OCCUPANTS OR GENERAL PUBLIC. i. ANY ALTERATIONS, ADDITIONS, REINFORCEMENTS, DRILLING, WELDING, OR OTHER ATTACHMENT TO LANDLORD'S STRUCTURE TO ACCOMMODATE TENANTS WORK SHALL NOT BE PERFORMED WITHOUT, IN EACH INSTANCE, CONTRACTOR OBTAINING LANDLORD'S PRIOR WRITTEN APPROVAL. CONTRACTOR SHALL LEAVE LANDLORD'S STRUCTURE AS STRONG OR STRONGER THAN THE ORIGINAL DESIGN AND WITH FINISHES UNIMPAIRED. CUT OR ALTERED PARTS SHALL BE RESTORED AND REPAIRED TO THE SATISFACTION OF THE ARCHITECT OR OWNER USING THE SAME QUANTITIES AND QUALITY OF LABOR AND MATERIALS QUALITY STANDARDS SPECIFIED FOR THE WORK, ORIGINALLY. IN CASES WHERE EXISTING MATERIALS ARE ALTERED OR DAMAGED, REPAIR TO LIKE NEW CONDITION TO MATCH THE ORIGINAL CONSTRUCTION. h. FIRE RATED CONSTRUCTION: PROVIDE CONSTRUCTION COMPONENTS REQUIRED TO MAINTAIN FIRE RATED CONSTRUCTION AT. PENETRATIONS AND MODIFIED EXISTING ELEMENTS WITHIN THE WORK. 1 WORK THAT IS DEFECTIVE IN CONSTRUCTION OR QUALITY, OR THAT IS DEFECTIVE IN REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL NOT BE ACCEPTABLE, DESPITE ARCHITECTS OR OWNER'S FAILURE TO DETECT SAID DEFICIENCY. DEFECTIVE WORK REVEALED DURING THE WARRANTY PERIOD SHALL BE REPLACED BY WORK COMPLYING WITH THE INTENT OF THE CONTRACT DOCUMENTS. NO PAYMENT, PARTIAL OR FINAL, SHALL BE CONSTRUED AS ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS. j. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL PREPARE A "PUNCHLIST" OF CORRECTIONS AND SHALL PROVIDE THE LIST TO OWNER PRIOR TO FINAL INSPECTION AND ACCEPTANCE. 8. CLEANING: a. EACH SUBCONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIAL AND RUBBISH CAUSED BY THEIR EMPLOYEES AND THEIR WORK ON A DAILY BASIS. AT THE COMPLETION OF THEIR WORK, THEY SHALL REMOVE THEIR RUBBISH, ALL THEIR TOOLS, SCAFFOLDING AND SURPLUS MATERIAL FROM THE JOB SITE. b. CONTRACTOR SHALL DISPOSE OF PACKAGING /SHIPPING MATERIALS FROM CONTRACTOR AND TENANT SUPPLIED ITEMS. c. AT COMPLETION, CONTRACTOR SHALL EMPLOY A PROFESSIONAL CLEANING SERVICE TO CLEAN THE ENTIRE CONSTRUCTION AREA. ALL SURFACES SHALL BE CLEANED OF PAINT, PLASTER, MORTAR AND OTHER STAINS AND EXCESS MATERIALS. CARE SHALL BE TAKEN THAT NO SURFACES BE MARRED OR SCRATCHED IN CLEANING. FINAL CLEANING SHALL BE INSPECTED AND APPROVED BY THE OWNER WITH EACH SUBCONTRACTOR RESPONSIBLE TO PUT THEIR OWN WORK IN A CLEAN CONDITION. g. d. FINAL CLEANING SHALL BE PERFORMED NO MORE THAN ONE DAY PRIOR TO MERCHANDISE ARRIVAL. IF STORE CLEANLINESS IS UNSATISFACTORY, OWNER RESERVES THE RIGHT TO EMPLOY CLEANING SERVICE AND DEDUCT COST PLUS 10 PERCENT FROM THE CONTRACT. e. CONTRACTOR IS RESPONSIBLE FOR CLEANUP OF ALL TRADES. 9. CLOSE OUT a. CLOSE OUT REQUIREMENTS RELATE TO BOTH FINAL COMPLETION OF THE ACTUAL PHYSICAL WORK AND SUBSTANTIAL COMPLETION OF THE WORK. COMPLY WITH THE GENERAL CONDITIONS AND COMPLETE THE FOLLOWING BEFORE REQUESTING INSPECTION OF THE WORK OR DESIGNATED PORTION THEREOF FOR SUBSTANTIAL COMPLETION. i. SUBMIT INSTRUCTION HANDBOOKS & PAPERWORK, INCLUDING PACKING SLIPS & BILLS OF LADING, FOR CONTRACTOR AND OWNER FURNISHED MATERIALS AND EQUIPMENT, IN A MARKED ENVELOPE. ii. SUBMIT EXECUTED WARRANTIES, WORKMANSHIP BONDS, MAINTENANCE AGREEMENTS, INSPECTION CERTIFICATION AND SIMILAR REQUIRED DOCUMENTATION FOR SPECIFIC UNITS OR WORK, ENABLING OWNER'S UNRESTRICTED OCCUPANCY AND USE. ill. SUBMIT RECORD DOCUMENTATION (INCLUDING ONE SET OF AS -BUILT RECORD CONSTRUCTION DOCUMENTS). FINALIZE CHANGES ON CONSTRUCTION DOCUMENTS AND MARK ALL APPROVED LANDLORD, BUILDING DEPARTMENT, FIRE MARSHAL AND OWNER CHANGES ON THE DOCUMENTS USING A CLOUD PROCEDURE THAT CLEARLY DISTINGUISHES THE CHANGES FROM THE ORIGINAL WORK. FORWARD RECORD DOCUMENTS TO BOTH THE ARCHITECT AND OWNER. iv. SUBMIT MAINTENANCE MANUALS, TOOLS, SPARE PARTS, KEYS AND SIMILAR ITEMS. v. SUBMIT COPY OF FINAL CERTIFICATE OF OCCUPANCY TO OWNER. PROVIDE ORIGINAL CERTIFICATE OF OCCUPANCY TO STORE MANAGER. vi. COMPLETE INSTRUCTION OF OWNER'S OPERATING PERSONNEL AND START -UP OF SYSTEMS. vii. COMPLETE FINAL CLEANING AND REMOVE TEMPORARY FACILITIES, TOOLS AND CONTROLS. DIVISION 2 - SITE WORK 02060 BUILDING DEMOLITION PART 1 - GENERAL REVIEWED FOR CODE COMPLIAN • APPROVED A. SELECTIVE DEMOLITION n 1. THIS SECTION IS INCLUDED FOR GENERAL REFERENCE OF WORK TO BE REMOVED BY THEJCONTTOR 2012 2. CONSULT DEMOLITION PLANS INCLUDED WITH PROJECT DOCUMENTS FOR ADDITIONAL NCTES AND SITE SPECIFIC ITEMS. 3. DEMOLITION INCLUDES REMOVAL OF THE EXISTING INTERIORS, IF REQUIRED, BUT NOT LI(N ITED � of Tukwila INTERIOR PARTITIONS, CABINETS, SUSPENDED CEILING TILE, ELECTRICAL, MECHANICAL, E I I. IIVG DIVI$IO REQUIRED, AS SHOWN OR AS DIRECTED. 4. LEGALLY DISPOSE OF DEMOLISHED ITEMS IN COORDINATION AND COMPLIANCE WITH LANDLORD PROCEDURES AND REGULATIONS. OBSERVE AND FOLLOW RECYCLING AND WASTE MANAGEMENT REQUIREMENTS. 5. CLEAN, SERVICE, & PREPARE FOR PROPER RE -USE ITEMS INDICATED AS RELOCATED OR REINSTALLED. 6. CLEAN, SERVICE, PREPARE FOR PROPER CONTINUED RE -USE ITEMS INDICATED AS EXISTING TO REMAIN. 7. COOPERATE & COORDINATE WITH LANDLORD, THE TENANTS OF THE ADJACENT SPACES & THE TENANT, IN SCHEDULING WORK IN ORDER TO CAUSE THE LEAST INCONVENIENCE TO PERSONNEL AND PROPERTY. THIS INCLUDES EXCESSIVE NOISE, DUST AND FUMES. PART 2 - PREPARATION / EXECUTION A. REMOVE, REPAIR, RESTORE, AND REPLACE WHERE ANY SUCH WORK IS NECESSARY OR AS INDICATED ON THE DRAWINGS. CUT ALL NECESSARY OPENINGS, AND PATCH /REPAIR/SEAL SAME TO DEGREE NECESSARY TO SATISFY ALL REQUIREMENTS. INSOFAR AS POSSIBLE, ALL PROTRUSIONS, MARKS, CRACKS OR OTHER EVIDENCE OF A DEFICIENT OR DAMAGED CONDITION SHALL BE ELIMINATED, UN -LESS SPECIFICALLY NOTED OTHERWISE. ANY PARTS WHICH ARE SPLIT, CRACKED, CHIPPED, SPALLED, BROKEN, MISSING, OR OUT OF LINE OR ADJUSTMENT, MECHANICALLY OR STRUCTURALLY UNSAFE OR UNSOUND, BENT, TORN OR OTHERWISE DEFICIENT OR DAMAGED IN ANY MANNER, SHALL BE REMOVED, REPLACED, RESTORED OR REPAIRED. NOTIFY LANDLORD'S REPRESENTATIVE, ARCHITECT, AND TENANT IMMEDIATELY OF ANY STRUCTURAL OR SAFETY DEFECTS, NOTIFY TENANT IF THE DEFECT(S) ARE LIMITED TO COSMETIC FINISHES. B. EXERCISE EXTREME CARE DURING DEMOLITION SO AS NOT TO DAMAGE OR DISRUPT ANY UTILITY OR SPRINKLER LINES WHICH MIGHT PASS THROUGH THIS SPACE TO SERVICE OTHER SPACES OR TENANTS. CONTRACTOR WILL BEAR SOLE RESPONSIBILITY OF ANY SUCH DISRUPTION OR DAMAGE AND REPAIRS DUE TO DAMAGE. C. CAP ABANDONED ELECTRICAL AND TELEPHONE CONDUIT, PLUMBING LINES, DRAIN LINES, AND MECHANICAL ITEMS AT SOURCE AND REMOVED IN A MANNER TO MEET LANDLORD AND CODE REQUIREMENTS, UNLESS DIRECTED OTHERWISE. D. CONTRACTOR RESPONSIBILITIES 1. NOTIFY TENANT IMMEDIATELY OF ANY SEVERE DISCREPANCIES OR IRREGULARITIES DISCOVERED DURING DEMOLITION WHICH MIGHT AFFECT THE CURRENT STORE DESIGN. PAY SPECIAL ATTENTION TO CONCEALED ITEMS AND AVAILABLE HEIGHT FOR INTENDED CEILING ELEVATION, MECHANICAL DUCTWORK AND RECESSED LIGHTING. DIVISION 3 - CONCRETE 03505 SELF LEVELING UNDERLAYMENT/TOPPING PART 1 - GENERAL A. COMPLY W/ MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION & INSTALLATION OF MATERIALS. B. DO NOT INSTALL UNDERLAYMENT UNTIL FLOOR PENETRATIONS & PERIPHERAL WORK ARE COMPLETE. C. CEMENTITIOUS UNDERLAYMENT COMPOUND TO BE FREE FLOWING, SELF- LEVELING, PUMPABLE AND CEMENT -BASED FOR APPLICATIONS FROM ONE INCH THICK TO FEATHERED EDGES. 1. ARDEX ENGINEERED CEMENTS, INC OR EQUAL. PART 2 - PREPARATION / EXECUTION A. PREPARATION 1. VERIFY THAT SUBSTRATE SURFACES ARE CLEAN, DRY, UNFROZEN, DO NOT CONTAIN PETROLEUM BI- PRODUCTS, OR OTHER COMPOUNDS DETRIMENTAL TO UNDERLAYMENT MATERIAL BOND TO SUBSTRATE. 2. REMOVE SUBSTRATE SURFACE IRREGULARITIES. 3. FILL VOIDS AND DECK JOINTS WITH FILLER. FINISH SMOOTH. 4. VACUUM CLEAN SURFACES. 5. PRIME SUBSTRATE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. EXECUTION 1. INSTALL UNDERLAYMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. FOLLOW MFR'S INSTRUCTIONS FOR CURING, FIELD TESTING AND PROTECTION OF FINISHED WORK. 03932 CONCRETE REPAIR PART 1 - GENERAL A. THE EXTENT OF CONCRETE REPAIR WORK INCLUDES REMAINING FLOOR AREAS AFTER DEMOLITION PROVIDING A LEVEL FLOOR THROUGHOUT TO RECEIVE FUTURE FINISHES. B. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF ITEMS AND FINISHES BY OTHER TRADES, INCLUDING THOSE ITEMS AND FINISHES PROVIDED AND /OR INSTALLED BY TENANT. C. FLOOR LEVELER CONCRETE (REFER TO SECTION 03505) TO BE INSTALLED AT LOW AREAS, HOLES AND DEPRESSIONS. PATCH CRACKS AND BROKEN CONCRETE WITH FLOOR PATCH TROWELED SMOOTH IN ACCORDANCE W/ MANUFACTURER'S INSTRUCTIONS AND LANDLORD SPECIFICATIONS. PART 2 - PREPARATION / EXECUTION A. CONCRETE REPAIR 1. DO NOT PROCEED WITH WORK UNTIL VISITING THE SITE AND DETERMINING CONDITIONS TO DECIDE METHODS OF REPAIR. COORDINATE WITH OWNER. 2. REMOVE AND DISPOSE OF EXISTING FLOOR FINISHES WHERE INDICATED ON DEMOLITION PLAN. 3. THOROUGHLY CLEAN FLOOR SLAB REMOVING CONDITIONS THAT WILL AFFECT BOND INCLUDING RESIDUE FROM REMOVAL OF ADHESIVES, UNDERLAYMENTS, STAINS, OILS, ETC. 4. REMOVE HIGH FLOOR LEVELS AND LOOSE CONCRETE. 5. GRIND HIGH SPOTS. 6. ROUGHEN CONCRETE IN AREAS WHERE PATCHING IS REQUIRED, SUCH AS CRACKED, SPALLED, OR HOLES DUE TO REMOVAL OF EXISTING WORK. 7. AT LOCATIONS OF CONSTRUCTION JOINTS IN EXISTING SLAB, CONTINUE JOINTS THROUGH NEW FLOOR IN LEVELING AREA. SAW CUT JOINT OR PLACE 1/16" WIDE METAL BAR IN THE JOINT LOCATION COINCIDING WITH EXISTING. 8. TRENCH ONLY AT SLAB ON GRADE. VERIFY AND GET APPROVAL OF TRENCH OR CORE LOCATIONS W/ THE LANDLORDS REPRESENTATIVE & STRUCTURE PRIOR TO COMPLETING ANY WORK. CORES TO BE SEALED WATERPROOF. SEE SECT. 07100 "DAMPPROOFING AND WATERPROOFING" FOR ADDITIONAL WATERPROOFING INFORMATION. 9. CLEAN AREAS REMOVING ALL WASTE MATERIAL, BROOM CLEAN. DIVISION 4 - MASONRY 1. NO WORK UNDER THIS SECTION. RECEIVED APR 302012 PERMIT CENTER BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON, ARCHITECT 219 N. 2ND ST., SUITE 301 MINNEAPOLIS, MN 55401 PHONE: (612) 338 -6677 FAX: (612) 338 -2995 E -MAIL: info@cmarch.com CONTACT: PHILIP FOSTER pfosterOcmarch.com CONSULTANTS: EMANUELSON -PODAS MECHANICAL / ELECTRICAL 10401 BREN RD. EAST MINNETONKA, MN 55343 952 - 930 -0050 COTT VANDER HEIDEN SEAL: 5449 it.REGISTE D ti - UCE M. CARLSON STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 03 -30 -12 DATE ISSUED 5449 REG. NO. SOUTHCENTER MALL 632 SOUTHCENTER MALL SEATTLE, WA 98188 SHEET TITLE: SPECIFICATIONS REVISIONS: NO: DATE: BY: PROJECT NO: 12121.008 DRAWN BY: JGH R1 COPYRIGHT BRUCE M. CARLSON, AIA 2012 Seattle, WA \Drawings \Work in Progress \12121.008 R2 SPEC.dwg S:\The Art of Shaving \12121.008 Southcenter Mall DIVISION 5 - METALS 05400 METAL FRAMING LIGHT GAUGE (COLD- FORMED) METAL FRAMING PART 1- GENERAL A. FURNISH & INSTALL A COMPLETE SYSTEM OF LIGHT GAUGE FRAMING MEMBERS FOR INTERIOR WALL PARTITIONS AND CEILING SUSPENSION COMPONENTS. 1. SYSTEM TO INCLUDE ALL TOP AND BOTTOM RUNNERS, BRACES, CLIP ANGLES, ACCESSORIES, FASTENERS, ETC. FOR EACH TYPE OF FRAMING AS SHOWN ON DRAWINGS. a. INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. B. QUALITY ASSURANCE - DESIGN AND ANALYSIS OF STRUCTURAL PROPERTIES SHALL COMPLY WITH AISI SPECIFICATION FOR THE DESIGN OF COLD - FORMED STRUCTURAL STEEL MEMBERS. C. MATERIALS: 1. METAL STUDS: AISI "C" TYPE STRUCTURAL STUDS SIZES, GAUGES AND SPACING SHOWN OR REQUIRED IF NOT SHOWN WITH 1 -5/8" (41MM) MINIMUM FLANGE WIDTH, 1/2" (13MM) MINIMUM RETURNS AND PRE - PUNCHED HOLES FOR UTILITY INSTALLATION. a. 18-22 GAUGE (0.05" / 1.2MM - 0.03" / 0.8MM): ASTM A446/A446M GRADE A; MINIMUM YIELD STRESS OF 33 KSI (228 MPA). b. 12 -16 GAUGE (0.11 " /2.7MM - 0.06 " /1.5MM): ASTM A446/A446M GRADE A; MINIMUM YIELD STRESS OF 40 KSI (276 MPA). 2. FURRING: 25 GAUGE, HAT- SHAPED. 3. "Z" FURRING: 25 GAUGE, 2" WIDE. 4. TRACK: ASTM A446/A446M GRADE A; MINIMUM YIELD STRESS OF 33 KSI (228 MPA); FORMED STEEL: CHANNEL SHAPED; SAME WIDTH AND GAUGE AS ADJACENT STUDS. EXCEPTION: TOP AND BOTTOM TRACK (RUNNERS) REQUIRING ATTACHMENT OF METAL PANELS SHALL BE MIN. 14 GAUGE (0.08 " /1.9MM). 5. FASTENINGS: a. MANUFACTURERS RECOMMENDED SELF - DRILLING, SELF - TAPPING SCREWS, BOLTS, NUTS AND WASHERS. NON- CORROSIVE. b. ANCHORAGE DEVICES: POWER ACTUATED FASTENERS, DRILLED EXPANSION BOLTS, OR SCREWS WITH SLEEVES. c. WELDING: COMPLY WITH AWS D1.1 "STRUCTURAL WELDING CODE ". D. MANUFACTURERS: 1. MILCOR / DIVISION OF INRYCO, INC. BY BOSTWICK STEEL FRAMING, THE CECO CORP.; ALLIED STRUCTURAL INDUSTRIES; DIETRICH INDUSTRIES OR EQUAL. PART 2 - PREPARATION / EXECUTION A. ATTACH AND JOIN INDICATED COMPONENTS BY WELDING. ATTACH AND JOIN OTHER COMPONENTS BY WELDING, BOLTING, OR SCREW FASTENERS, AS STANDARD WITH THE MANUFACTURER. WIRE TYING OF FRAMING COMPONENTS IS NOT PERMITTED. B. CUT FRAMING TO FIT SQUARELY AGAINST ABUTTING MEMBERS. HOLD MEMBERS SECURELY IN POSITION UNTIL PROPERLY FASTENED. C. SAW CUT FIELD FRAMING, IF REQUIRED. D. COORDINATE METAL FRAMING POSITIONING WITH TRADES FURNISHING ITEMS WHICH ATTACH TO BUILT -IN MEMBERS. E. INSTALL DIAGONAL OR LATERAL BRACING AS REQUIRED. F. INSTALL CONTINUOUS RUNNER TRACKS SIZED TO MATCH STUDS. ALIGN TRACKS ACCURATELY TO THE LAYOUT AT BASE & TOPS OF STUDS. SECURE TRACKS AS RECOMMENDED BY STUD MANUFACTURER FOR THE TYPE OF CONSTRUCTION INDICATED. DO NOT EXCEED 24" O.C. SPACING FOR POWER DRIVEN FASTENERS, NOR 16" ON CENTER FOR OTHER TYPES OF ANCHORAGE. PROVIDE FASTENERS AT CORNERS AND ENDS OF RUNNER TRACK. G. SET STUDS PLUMB, SPACED AS INDICATED, WHEN NOT INDICATED, AT MAXIMUM 16" ON CENTER. ALIGN AND SECURE STUDS TO TOP AND BOTTOM RUNNER TRACKS BY EITHER WELDING OR SCREW FASTENING AT BOTH INSIDE AND OUTSIDE FLANGES. 1. CONSTRUCT CORNERS USING MINIMUM THREE STUDS. DOUBLE STUDS AT WALL OPENINGS. INSTALL JACK STUDS ABOVE AND BELOW OPENINGS, SPACED TO MATCH WALL STUD SPACING. 2. INSTALL SUPPLEMENTARY FRAMING, BLOCKING, & BRACING IN METAL FRAMING SYSTEMS TO SUPPORT GRAB BARS, FIXTURES, EQUIPMENT, CASEWORK, HARDWARE, TRIM, AND SIMILAR WORK REQUIRING ATTACHMENT TO WALL FRAMING. 3. PROVIDE ONE PIECE FULL LENGTH STUDS. SPLICING IS NOT PERMITTED. 05500 MISCELLANEOUS METALS PART 1 - GENERAL A. COMPLY WITH MANUFACTURER'S RECOMMENDATION FOR PREPARATION & INSTALLATION OF METALS. B. ASSEMBLE ITEMS IN LARGEST PRACTICAL SECTIONS FOR INSTALLATION. PART 2 - PREPARATION / EXECUTION A. INSTALL HEAVY GAUGE METAL STRAPPING /BLOCKING AS DETAILED IN DRAWINGS OR AS REQUIRED FOR ADDITIONAL SUPPORT. B. INSTALL METAL REVEAL AS DETAILED IN DRAWINGS OR REQUIRED PER MALL CRITERIA. DIVISION 6 - WOODS AND PLASTICS 06114 WOOD BLOCKING AND CURBING PART 1- GENERAL A. PROVIDE WOOD FURRING, BLOCKING, GROUNDS AND IN -WALL BLOCKING FOR SUPPORT OF GRAB BARS, FIXTURES, EQUIPMENT, CASEWORK, HARDWARE, TRIM AND SIMILAR WORK. 1. BLOCKING AND GROUNDS AT STOREFRONT GLAZING , LOCATIONS AT WEATHER AREAS, AND IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED. 2. USE NON - COMBUSTIBLE FIRE RETARDANT TREATED (F.R.T.) WOOD ELSEWHERE AS REQUIRED BY STATE & LOCAL CODES, INCLUDING ANY WOOD STUDS, BLOCKING, FURRING, PLYWOOD, TRIM, AND GROUNDS. NEW LUMBER TO BEAR GRADE & TREATMENT OF ASSOC. UNDER WHICH IT WAS PRODUCED. B. PERFORMANCE REQUIREMENTS: 1. MOISTURE CONTENT: AFTER TREATMENT, THE MAXIMUM MOISTURE CONTENT OF WOOD MATERIALS SHALL NOT EXCEED THE FOLLOWING: A. LUMBER, 2 INCHES AND LESS IN THICKNESS: 19 PERCENT. B. PLYWOOD: 15 PERCENT. 2. FLAME SPREAD: FIRE RETARDANT TREATED MATERIALS TO HAVE FLAME SPREAD RATING OF 25 OR LESS IN A 30 MINUTE TEST WITH NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION, ASTM E 84, ADDITIONALLY, FLAME FRONT NOT TO PROGRESS MORE THAN 10 1/2 FEET BEYOND CENTER LINE OF BURNER AT ANY TIME. 3. SMOKE DEVELOPED: INTERIOR FINISH & TRIM MATERIALS, WHERE SPECIFIED, TO HAVE FIRE RETARDANT TREATMENT CONFORMING TO ABOVE REQUIREMENTS FOR "FLAME SPREAD" PLUS SMOKE DEVELOPED RATING OF 25 OR LESS, ASTM E 84. EACH PIECE OF WOOD SHALL BEAR THE UL LABEL INDICATING TREATMENT (U.L. RATING OF RF -3). 4. CERTIFICATES: FURNISH AFFIDAVIT IF REQUIRED BY CODE OFFICIAL STATING THAT MATERIALS HAVE BEEN TREATED IN ACCORDANCE W/ SPECIFICATIONS & THAT MOISTURE CONTENT, AFTER TREATMENT, DOES NOT EXCEED SPECIFIED LIMITS; INCLUDE CHEMICAL USED AND RETENTION OBTAINED FOR PRESSURE TREATED MATERIAL. INCLUDE THE "QUALITY MARK" OF ASSOCIATION HAVING JURISDICTION OVER THE TREATMENT. 5. DELIVER TREATED MATERIALS BUNDLED AND MARKED TO IDENTIFY TREATMENT. 6. STORE TREATED MATERIALS FOR EASY IDENTIFICATION AND PROTECT FROM MOISTURE; PROVIDE WELL- VENTILATED DRY STORAGE. 7. HANDLE TREATED MATERIALS IN ACCORDANCE W/ AWPA STANDARDS. IN ADDITION TO MATERIAL USED IN TREATMENT, FURNISH ADDITIONAL MATERIAL FOR FIELD TREATMENT OF CUTS. 8. FIELD CUTS AND HOLES: FIELD -TREAT IN ACCORDANCE WITH AWPA M-4. A. TELEPHONE AND ELECTRICAL PANEL BACK BOARDS: 3/4" FIRE RETARDANT TREATED PLYWOOD. PART 2 - PREPARATION / EXECUTION A. SET MEMBERS LEVEL AND PLUMB, IN CORRECT POSITION. B. INSTALL TELEPHONE AND ELECTRICAL PANEL BACK BOARDS WITH PLYWOOD MATERIALS WHERE REQUIRED. SIZE THE BACK BOARD BY 12 INCHES BEYOND SIZE OF ELECTRICAL PANEL. C. NEW FRAMING AT STOREFRONT AND ABOVE CEILING SHALL BE NON - COMBUSTIBLE. 06220 MILLWORK AND FINISH CARPENTRY PART 1- GENERAL A. FURNISH AND INSTALL FINISHED TRIM, CABINETRY, COUNTERS, DOORS, SHELVES, BASE AND ALL FINISH ITEMS SUCH AS LAMINATES AND FINISH DOOR HARDWARE, AS INDICATED AND DETAILED ON DRAWINGS. B. SEE DRAWINGS AND RESPONSIBILITY SCHEDULE FOR DETAILS, SIZES, DIMENSIONS. C. PROVIDE SHOP DRAWINGS OF FACTORY FABRICATED ITEMS. D. FOLLOW AWI (ARCHITECTURAL WOODWORK INSTITUTE) ARCHITECTURAL WOODWORK QUALITY STANDARDS. E. MATERIALS 1. FINISHED WOOD ON CABINETRY: CUSTOM GRADE, LUMBER AND VENEER PLYWOOD, FACTORY PREFINISH, COLOR TO BE SELECTED STAIN AND CLEAR COAT HEAVY DUTY POLYURETHANE. 2. SUBSTRATE FOR PLASTIC LAMINATE FACED COMPONENTS: MEDIUM DENSITY FIBER BOARD (MDF). PART 2 - PREPARATION / EXECUTION A. DO NOT DELIVER OR INSTALL ITEMS UNTIL BUILDING AND ROOMS RECEIVING SUCH ARE COMPLETED AND THOROUGHLY DRY AND FREE OF EXCESSIVE MOISTURE. B. MILLWORK AND CABINETRY MAY BE SHOP OR FIELD ASSEMBLED AT CONTRACTORS OPTION. C. INSTALL ITEMS IN A RIGID, STRAIGHT, PLUMB, LEVEL MANNER ACCURATELY FITTED AND SCRIBED TO ABUTTING SURFACES. D. COUNTERSINK NAILS AND SCREW HEADS AND FILL AND SAND SMOOTH. E. CUTTING AND REPAIRING WORK FOR ACCOMMODATION OF WORK BY OTHERS SHALL BE DONE AS PART OF MILLWORK RESPONSIBILITY. F. FINISH WOODWORK SHALL BE DRESSED AND SANDED, FREE FROM MACHINE AND TOOL MARKS, RAISED GRAIN OR OTHER DEFECTS. . G. PROTECT FINISHED WORK UNTIL ACCEPTANCE BY TENANT. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07100 DAMPPROOFING AND WATERPROOFING PART 1 - GENERAL A. INSTALL WATERPROOF MEMBRANE WHEN REQUIRED BY CODE, ON ELEVATED SLAB OR LANDLORD REQUIREMENTS. B. ALL TILE WET AREAS ON ELEVATED SLABS SHALL BE WATERPROOFED USING A MIN 30 -MIL LIQUID - APPLIED ELASTOMERIC WATERPROOFING MEMBRANE (MANUFACTURER RECOMMENDS "REDGARD ") INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND ANSI -A108. MEMBRANE SHALL EXTEND AROUND THE PERIMETER OF THE PREMISES A MIN OF 4" IN HEIGHT OR EQUAL TO HEIGHT OF BASE. SLEEVES AND FIXTURES MUST BE FLASHED INTO THE MEMBRANE. ALL PENETRATIONS MUST BE SEALED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PART 2 - PREPARATION / EXECUTION A. VERIFY SUBSTRATE SURFACES ARE DURABLE, FREE OF MATTER DETRIMENTAL TO ADHESION OR APPLICATION OF WATERPROOFING SYSTEM. B. PROTECT ADJACENT SURFACES NOT DESIGNATED TO RECEIVE WATERPROOFING. C. BEFORE APPLYING FINISH FLOORING, TENANT SHALL DEMONSTRATE WATERTIGHT INTEGRITY OF MEMBRANE TO LANDLORD'S FIELD REPRESENTATIVE. SEE DRAWINGS FOR ADDITIONAL REQUIREMENTS. 07200 THERMAL PROTECTION PART 1 - GENERAL A. REFER TO DRAWINGS FOR LOCATION OF EXPOSED PIPING. PART 2 - PREPARATION / EXECUTION A. INSTALL PER DRAWING DETAILS, MANUFACTURERS INSTRUCTIONS AND AS PER REQUIRED CODES. 07900 JOINT SEALERS / CAULKING PART 1 - GENERAL A. PROVIDE EXPANSION JOINT MATERIAL, SEALANTS AND JOINT BACKING FOR JOINTS BETWEEN DISSIMILAR MATERIALS. 1. SILICONE SEALANTS (TYPE S): ASTM C920, SINGLE COMPONENT, NON - SAGGING, NON - STAINING, NON - BLEEDING; FOR USE AS GENERAL CAULKING. COLOR TO MATCH ADJACENT SURFACES. MANUFACTURER BY GE SILICONES OR EQUAL. 2. JOINT BACKING: ROUND, OPEN CELL POLYETHYLENE FOAM ROD. 3. FIRE CAULK: MANUFACTURED BY 3M OR EQUAL. PART 2 - PREPARATION / EXECUTION A. REMOVE LOOSE MATERIALS AND FOREIGN MATTER WHICH MIGHT IMPAIR ADHESION OF SEALANT. B. CLEAN AND PRIME JOINTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. C. PROTECT ELEMENTS SURROUNDING THE WORK OF THIS SECTION FROM DAMAGE OR DISFIGURATION. D. INSTALL SEALANT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. E. INSTALL JOINT BACKING. F. APPLY SEALANT WITHIN RECOMMENDED APPLICATION TEMPERATURE RANGES. CONSULT MANUFACTURER WHEN SEALANT CANNOT BE APPLIED WITHIN THESE TEMPERATURE RANGES. G. INSTALL FIRE CAULK AT PENETRATIONS OF FIRE RATED PARTITIONS AND FLOORS, IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND UL DESIGNS. DIVISION 8 - DOORS AND WINDOWS 08200 WOOD FRAMES PART 1 - GENERAL A. INSTALL ALL FRAMES, HARDWARE & RELATED PARTS AND MATERIALS AS INDICATED ON DRAWINGS AND RESPONSIBILITY SCHEDULE. B. LABELED FRAMES: WHERE REQUIRED, PROVIDE U.L. LABEL FRAMES PER APPLICABLE STATE AND LOCAL BUILDING CODES. SUCH TO RECEIVE LABELS ATTACHED STATING RATINGS. 1. DO NOT PAINT OR OBSCURE LABELS. C. FABRICATE AND ERECT TRUE, PLUMB AND SQUARE AS SPECIFIED AND AS DETAILED AND PER MANUFACTURER'S RECOMMENDATIONS. PART 2 - PREPARATION /EXECUTION A. INSTALL FRAMES IN ACCORDANCE WITH SDI -100. B. COORDINATE WITH WALL CONSTRUCTION FOR ANCHOR PLACEMENT. C. COORDINATE FINISHES AND INSTALLATION OF FRAMES WITH INSTALLATION OF DOORS & HARDWARE AS SPECIFIED IN DOOR SCHEDULE AND ON DRAWINGS. 1. FOLLOW DOOR HARDWARE INSTITUTE (DHI) GUIDELINES. 08211 FLUSH WOOD DOORS PART 1 - GENERAL A. HOLLOW CORE FLUSH WOOD DOORS. 1. 1 -3/4 INCH THICK, ARCHITECTURAL WOODWORK INSTITUTE STANDARDS ILLUSTRATED (AWI), SECTION 1300, PREMIUM GRADE, 5 -PLY. BY WEYERHAUSER WOOD DOORS OR EQUAL. 2. HARDBOARD FACED. 3. FINISH: SEE DRAWINGS. PART 2 - PREPARATION / EXECUTION A. PREPARE FOR HARDWARE. B. INSTALL DOORS IN ACCORDANCE W/ MANUFACTURERS INSTRUCTIONS & SPECIFIED QUALITY STANDARDS. C. ADJUST DOORS FOR SMOOTH AND BALANCED MOVEMENT. 08400 ALUMINUM ENTRANCES AND STOREFRONTS PART 1 - GENERAL A. GLAZING 1. REFERENCE SECTION 08800 GLAZING, FOR INFILL INTO GLAZING FRAME. B. ALUMINUM GLAZING FRAME. 1. HEAD AND BASE SIZES AS PER PLANS AND DETAILS FOR INFILL WITH CLEAR TEMPERED GLASS (SEE PARAGRAPH 3 OF THIS SECTION). 2. FURNISH AND INSTALL ALL INTERNAL SUPPORT FRAMING, RELATED FLASHING, ANCHORAGE AND ATTACHMENT DEVICES. 3. FINISH: SEE DRAWINGS. 4. MANUFACTURERS: OLDCASTLE OR APPROVED EQUAL. C. THIS SECTION INCLUDES ALL ALUMINUM /GLASS DOORS, DOOR HARDWARE SPECIFICALLY SUPPLIED BY DOOR MANUFACTURER, GLAZING FRAMES COMPLETE WITH ACCESSORIES AND GLASS AS DETAILED ON THE DRAWINGS AND RESPONSIBILITY SCHEDULE. 1. ALUMINUM/TEMPERED GLASS ENTRANCE DOORS SHALL BE OLDCASTLE (SEE PARAGRAPH B. OF THIS SECTION) (SIZES OF RAILS AND PATCH FITTINGS AS PER PLANS & DETAILS) SINGLE ACTING WITH 9/16" LAMINATED GLASS INFILL SET WITH MECHANICAL GASKETS. a. HARDWARE - TO INSURE SINGLE SOURCE RESPONSIBILITY, HARDWARE SHALL BE PROVIDED AND INSTALLED BY THE DOOR SUPPLIER / INSTALLER IN ACCORDANCE WITH THE DRAWINGS. b. MANUFACTURERS: OLDCASTLE OR EQUAL. c. FINISH: i. HARDWARE - PER MANUFACTURER ii. RAILS AND PATCH FITTINGS - STAINLESS STEEL PART 2 - PREPARATION / EXECUTION A. VERIFY DIMENSIONS, TOLERANCES AND ATTACHMENTS AND SHIMS TO PERMIT SUFFICIENT ADJUSTMENTS TO ACCOMMODATE IRREGULARITIES. B. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES. C. PROVIDE SHOP DRAWINGS FOR ARCHITECT APPROVAL. 08710 DOOR HARDWARE PART 1 - GENERAL A. FURNISH AND INSTALL FINISH HARDWARE FOR DOORS. B. SEE DRAWINGS FOR SPECIFIC ITEMS, MANUFACTURERS AND MODEL NUMBERS. C. FOLLOW DHI (DOOR AND HARDWARE INSTITUTE) STANDARDS AND GUIDELINES AND AWI (AMERICAN WOODWORK INSTITUTE) STANDARDS FOR HARDWARE INSTALLED ON WOOD DOORS. D. FURNISH OWNER WITH MAINTENANCE DATA, MAINTENANCE PROCEDURES, MANUFACTURERS WARRANTIES AND SPECIAL TOOLS. E. FINISHES: AS NOTED ON PLANS AND SCHEDULES. F. KEYING 1. CONTRACTOR TO COORDINATE KEYING AND MASTER KEYING WITH OWNER. 2. INSTALL CONSTRUCTION CORES DURING CONSTRUCTION AND REPLACE WITH PERMANENT AT END OF JOB PRIOR TO TURN -OVER. G. SEE SECTION 08400 ON ALUMINUM ENTRANCES, FOR HARDWARE SPECIFIC TO THOSE DOORS. PART 2 - PREPARATION / EXECUTION A. COORDINATE THE WORK WITH OTHER DIRECTLY AFFECTED SECTIONS INVOLVING MANUFACTURE OR FABRICATION OF INTERNAL REINFORCEMENT FOR DOOR HARDWARE AND RECESSED ITEMS. B. VERIFY THAT DOORS & FRAMES ARE READY TO RECEIVE WORK AND DIMENSIONS ARE AS INDICATED. C. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. D. USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER. E. ADJUST HARDWARE FOR SMOOTH AND PROPER OPERATION. F. COORDINATE WORK WITH ELECTRICAL FOR ELECTRIC HARDWARE COMPONENTS. 08800 GLAZING PART 1 - GENERAL A. FURNISH AND INSTALL A COMPLETE SYSTEM OF GLASS, GLAZING CHANNELS, SEALANT, SETTING BLOCKS AND ACCESSORIES AS SHOWN & DETAILED ON THE DRAWINGS & RESPONSIBILITY SCHEDULE. B. SEE PLANS AND ELEVATIONS FOR SIZE AND NUMBER OF PANES. C. FOLLOW RECOMMENDATIONS FOR INSTALLATION CONTAINED IN THE FGMA (FLOAT GLASS MANUFACTURERS ASSOCIATION) GLAZING AND SEALANT MANUALS AS WELL AS SIGMA (SEALED INSULATED GLASS MANUFACTURER ASSOCIATION) FOR INSULATED GLASS. D. IT IS THE GLAZING CONTRACTORS SOLE RESPONSIBILITY TO VERIFY THAT THE GLASS IS SIZED TO WITHSTAND DEAD LOADS, POSITIVE AND NEGATIVE LIVE LOADS, ACTING NORMAL TO PLANE OF GLASS AS CALCULATED IN ACCORDANCE WITH LOCAL AND STATE CODES. E. CONFORM TO CODE REQUIREMENTS FOR SAFETY GLAZING. PART 2 - PREPARATION / EXECUTION A. VERIFY THAT OPENINGS FOR GLAZING ARE CORRECTLY SIZED AND WITHIN TOLERANCE. B. CUT GLASS PANES TO ACCURATE SIZES ALLOWING FOR EDGE CLEARANCES AND TOLERANCES. C. REMOVE GLAZING MATERIALS FROM FINISH SURFACES. D. REMOVE LABELS AFTER WORK IS COMPLETE. E. CLEAN GLASS AND ADJACENT SURFACES. F. INSTALL SEALANTS RECOMMENDED BY MANUFACTURER WHICH ARE COMPATIBLE WITH MATERIALS THEY WILL BE IN CONTACT WITH. DIVISION 9 - FINISHES 09260 GYPSUM BOARD SYSTEMS PART 1 - GENERAL A. FURNISH AND INSTALL ALL GYPSUM DRYWALL & SYSTEMS COMPLETE WITH PARTITION FRAMING, CEILING SUSPENSION SYSTEMS AND RELATED ACCESSORIES, PARTS, MATERIALS, ETC. AS SHOWN ON DRAWINGS AND AS SPECIFIED. INSTALL ALL MATERIALS PER MANUFACTURERS SPECIFICATIONS & RECOMMENDATIONS. B. GYPSUM DRYWALL: 5/8" TYPE "X" UNLESS OTHERWISE NOTED. C. FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE PER MANUFACTURERS RECOMMENDATIONS. D. PROVIDE MATERIALS, JOINT COMPOUNDS, TRIM, EDGES, BEADS, ETC. FROM A SINGLE SOURCE SUPPLIER. ALL TRIM SHALL CONSIST OF A TAPERED, GROOVED AND PREPUNCHED FIN FOR SCREW ATTACHMENT AND TO ACCEPT BONDING AGENT. ALL BUTT JOINTS ARE TO BE NEAT WITH TIGHT JOINTS, AND ALL CORNERS ARE TO BE MITERED. ALL EDGES, BEADS AND TRIM TO BE PRE - FINISH ALUMINUM. E. ACCESS PANELS: 1. PROVIDE ACCESS PANELS AS REQUIRED BY LANDLORD AND SITE CONDITIONS (COORDINATE SIZE REQUIREMENTS, NUMBER OF PANELS REQUIRED AND LOCATIONS WITH LANDLORD AND ALL MECHANICAL TRADES). 2. ACCESS PANELS SHALL BE FLUSH TYPE (NO EXPOSED FLANGES) AS MANUFACTURED BY: BAR -CO (334) 347 -9516, OR EQUAL (SIZE AS REQUIRED). a. FOR NON -RATED CONDITIONS USE: "BAR- 300 ". b. FOR RATED CONDITIONS USE: "FB -1 ". 3. PANELS TO BE FACTORY PRIMED (WHITE) READY TO RECEIVE FINAL FINISH (PAINT) BY CONTRACTOR. METAL STUDS: SIZE ACCORDING TO CONSTRUCTION DOCUMENTS x 20 GAUGE STEEL AT 16" OC TRACKS TO BE ANCHORED BY MEDIUM POWER ACTUATED FASTENERS AT 24" OC PART 2 - PREPARATION 1 EXECUTION A. JOINT TREATMENT: U.S. GYPSUM OR GOLD BOND SYSTEM OF COMPOUNDS AND PERFORATED TAPE. 1. ERECT GBD IN A SINGLE LAYER IN THE MOST ECONOMICAL DIRECTION WITH ENDS AND EDGES OCCURRING OVER FIRM BEARING. 2. WALLS, CEILINGS AND SOFFITS, AND ALL TRANSITIONS IN SAME, SHALL BE GIVEN A SMOOTH FINISH. 3. CORNER BEADS SHALL BE APPLIED TO ALL EXTERNAL ANGLES IN STRICT ACCORDANCE WITH THE MANUFACTURERS DIRECTIONS. INSTALL CASING BEADS AT ALL EDGES OF DRYWALL WORK EXCEPT WHERE TERMINATION IS COVERED BY OTHER FINISH. CASING BEADS SHALL BE MITERED AT CORNERS AND INSTALLED NEATLY, FINISHED WITH COMPOUND. 4. JOINTS BETWEEN BOARDS SHALL BE REINFORCED WITH TAPE EXCEPT WHERE CONTROL JOINTS ARE REQUIRED. TAPE FIELD JOINTS, INTERIOR CORNER JOINTS AND WALL TO CEILING JOINTS. FILL JOINTS WITH JOINT FILLING COMPOUND AND EMBED TAPE THEREIN. COVER TAPE WITH BEDDING COMPOUND AND TAPER TO FEATHER EDGES. FILL SCREW HEAD DEPRESSIONS WITH JOINT FILLING COMPOUND AND FEATHER THE EDGES. ALLOW TO DRY. 5. COVER TAPED AND FILLED JOINTS AND FILLED SCREW HEAD DEPRESSIONS WITH TOPPING COMPOUND APPLIED IN THREE COATS. PERMITTING THE PREVIOUS COAT TO DRY PRIOR TO INSTALLING THE SUBSEQUENT COAT. 6. SAND JOINT AND SCREW HEAD AREAS LIGHTLY BETWEEN COATS & AFTER THE FINAL COAT SO THAT A SMOOTH LEVEL SURFACE IS PRODUCED WITH THE PAPER SURFACE OF THE WALLBOARD FREE OF SCUFFING. B. PATCH AND /OR REPAIR EXISTING DRYWALL TO REMAIN TO LIKE NEW CONDITION. LEVEL ANY UNEVEN OR ROUGH SPOTS AND FINISH SMOOTH. BULGES AND VISUAL DEPRESSIONS ARE NOT ACCEPTABLE. 09640 WOOD FLOORING PART 1 - GENERAL A. WOOD FLOORING: REFER TO FINISH AND RESPONSIBILITY SCHEDULE FOR SIZES, COLORS, AND MANUFACTURERS. B. PREP FLOOR AS RECOMMENDED BY THE MANUFACTURER. C. INSTALL COMPLETE PER MANUFACTURER'S SPECIFICATIONS, INCLUDING ALL TRANSITION STRIPS AND EXPANSION JOINTS AS REQUIRED FOR PROPER INSTALLATION. PART 2 - PREPARATION / EXECUTION REFER TO SECTION 03932 "CONCRETE REPAIR / PREPARATION ". A. GENERAL CONTRACTOR TO RECEIVE AND STORE MATERIAL. GENERAL CONTRACTOR MUST OPEN BOXES A MINIMUM OF 48 HOURS IN ADVANCE OF INSTALLATION TO ACCLIMATE PRODUCT TO TEMPERATURE AND HUMIDITY OF AREA TO RECEIVE INSTALLATION. B. PREPARE SUBFLOOR OR EXISTING FLOOR SYSTEM AS REQUIRED BY MANUFACTURER. C. APPLY ADHESIVE/GLUE AS REQUIRED BY MANUFACTURER. D. PROVIDE ADEQUATE EXPANSION SPACE AT PERIMETER, COLUMNS, AND AT ALL OTHER OBSTRUCTIONS. E. INSTALL SPECIFIED BASE OR TRIM AT PERIMETER, COLUMNS, AND AT ALL OTHER OBSTRUCTIONS. F. NO FLOORING TO BE EXPOSED UNTIL LAST DAY OF FIXTURING AND MERCHANDISE INSTALLATION. G. FLOOR CLEANUP: FOLLOWING COMPLETION OF WORK BY OTHER TRADES, THE PROTECTIVE COVERING PLACED AFTER INSTALLATION SHOULD BE REMOVED, FOLLOWED BY SWEEPING, VACUUMING AND / OR DRY MOPPING TO REMOVE ALL LOOSE DEBRIS. H. FURNISH AND INSTALL TRANSITION STRIPS AS INDICATED IN DRAWINGS. 12 09650 RESILIENT FLOORING PART 1 - GENERAL A. INSTALL VINYL FLOORING AS INDICATED ON THE DRAWINGS AND FINISH SCHEDULE. PART 2 - PREPARATION / EXECUTION B. BROOM CLEAN AND VACUUM THE FLOOR SURFACE TO BE COVERED. INSPECT THE SUBFLOOR AND REPORT ANY DEFECTIVE FLOOR OR BASE CONDITIONS. USE A LEVELING COMPOUND, FLOORSTONE OR EQUAL FOR FILLING CRACKS, DEPRESSIONS, OR BUILDING AREAS TO MEET FLOOR LEVELS. INSTALL SHEET VINYL IN ACCORDANCE W/ MANUFACTURER'S INSTRUCTIONS. INSTALLATIONS SHALL BE TIGHTLY FITTED TO WALLS AND LAID SQUARE TO ROOMS, WITH TIGHT FITTED JOINTS. 09651 RESILIENT BASE /TRANSITIONS PART 1 - GENERAL A. SEE FINISH SCHEDULE FOR SPECIFIC COLORS AND MANUFACTURER. PART 2 - PREPARATION / EXECUTION A. PREPARE SUBSTRATE IN PREPARATION FOR NEW FINISH. B. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 09720 WALL COVERING PART 1 - GENERAL A. SEE FINISH SCHEDULE FOR COLORS AND MANUFACTURER. B. DO NOT INSTALL MATERIALS WHEN SURFACE AND AMBIENT TEMPERATURE IS OUTSIDE THE RANGE RECOMMENDED BY THE MANUFACTURER. C. ENSURE THAT ALL SURFACES ARE CLEAN, FIRM AND DRY. APPLY WITH LINCRUSTA GLUE, SMOOTH FORMULATION. DEGREASE WITH WHITE SPIRIT AFTER 24 HOURS PRIOR TO APPLYING PRIMER FOR PAINT. PART 2 - PREPARATION / EXECUTION A. VERIFY THAT SUBSTRATE SURFACES ARE PRIME PAINTED AND READY TO RECEIVE WORK. B. APPLY ADHESIVE AND WALL COVERING IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 09910 PAINTING AND FINISHING PART 1- GENERAL A. THE INTENT IS TO PROVIDE A SATISFACTORY FINISH TO ALL PARTS OF THIS PROJECT. FINISH APPEARANCE MUST BE UNIFORM, SMOOTH, AND FREE OF ANY RUNS, SAGS, AND DEFECTIVE BRUSHING OR SPRAYING. IF THE NUMBER OF COATS RECOMMENDED BY MANUFACTURER DOES NOT ACCOMPLISH THE INTENT, THEN APPLY ADDITIONAL COATS UNTIL COVERAGE IS SATISFACTORY. SEE FINISH SCHEDULE FOR PAINT COLORS, MANUFACTURER, ETC. B. USE ONLY THE PAINT AND RELATED MATERIALS SPECIFIED BY THE MANUFACTURER. PAINT IS EGGSHELL FINISH UNLESS OTHERWISE NOTED. SEE FINISH SCHEDULE FOR SPECIFIC COLORS. ALTERNATES ARE NOT PERMITTED. C. LEAVE A MINIMUM OF ONE QUART AND A MAXIMUM OF ONE GALLON OF EACH PAINT TYPE AND COLOR AT JOB -SITE FOR FUTURE TOUCH -UP. PART 2 - PREPARATION / EXECUTION A. CLEAN SURFACES TO BE PAINTED FREE OF LOOSE DIRT & DUST BEFORE WORK IS STARTED. WASH METAL SURFACES WITH MINERAL SPIRITS BEFORE APPLYING FINISHES. WHERE RUST OR SCALE IS PRESENT, WIRE BRUSH OR SAND CLEAN BEFORE APPLYING FINISH. B. PAINT SYSTEMS 1. PAINTED DRYWALL TO RECEIVE ONE COAT LATEX PRIMER AND TWO COATS OF SPECIFIED PAINT. TINT PRIMER TO APPROXIMATE SHADE OF THE FINAL COAT. TOUCH -UP SUCTION SPOTS OR HOT SPOTS AFTER APPLICATION OF FIRST COAT AND BEFORE APPLYING SECOND COAT, TO PRODUCE AN EVEN RESULT IN THE FINISH COAT. DRY COATS THOROUGHLY BEFORE APPLYING SUCCEEDING COATS. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR RECOAT TIME. SEAL DRYWALL SURFACES BEHIND MIRRORS. 2. PAINTED METAL TO RECEIVE AN ALKYD BASED PAINT, ONE COAT BASE PRIMER AND TWO FINISH COATS. 3. PAINTED ALUMINUM SURFACES TO RECEIVE ONE COAT DEEP BASE PRIMER AND TWO COATS OF LATEX PAINT (ALLOW 12 HOURS DRYING TIME BETWEEN COATS). C. PUTTY NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. D. SAND WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. E. BEFORE STARTING FINISH WORK, REMOVE HARDWARE, ACCESSORIES, PLATES, LIGHTING FIXTURES AND SIMILAR ITEMS, OR PROVIDE AMPLE PROTECTION FOR SUCH ITEMS. F. PAINT ALL EXPOSED PIPING, ACCESS DOORS, VENTS, FIRE EXTINGUISHER CABINETS, EQUIPMENT MOUNTING BOARDS, ETC. TO MATCH ADJACENT WORK UNLESS OTHERWISE NOTED OR DIRECTED. DO NOT PAINT FIRE SPRINKLER HEADS, PERMANENT LABELS AND SIMILAR ITEMS INTENDED OR REQUIRED TO BE READABLE. G. SAND ENAMELED FINISHES APPLIED TO WOOD OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE EVEN SMOOTH FINISH. H. MAKE FINISH WORK UNIFORM, SMOOTH, FREE OF RUNS, SAGS AND DEFECTIVE BRUSHING OR SPRAYING. MAKE EDGES ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. I. SEAL TOPS, BOTTOMS AND EDGES OF WOOD DOORS. J. PRIOR TO CONTRACTOR LEAVING SITE AND AFTER ALL FIXTURES ARE INSTALLED AND STORE IS CLEANED, CONTRACTOR SHALL WALK SITE AND TOUCH -UP PAINT DAMAGED DURING FINAL DAYS OF PROJECT. K. BEFORE PAINTING, THE SURFACE SHOULD BE WIPED WITH WHITE SPIRIT TO REMOVE ANY GREASE. OIL -BASED PAINTS, BOTH PRIMER AND TOPCOAT, ARE RECOMMENDED WHEN DECORATING LINCRUSTA. A WATER BASED SYSTEM, COAT AS FOLLOWS: UNDERCOAT: WATER BASED ACRYLIC PRIMER UNDERCOAT: TOP COAT: SILK OR MATT EMULSION OR WATER BASED EGGSHELL DIVISION 10 - SPECIALTIES 10400 SIGNAGE A. SIGNAGE COMPONENTS 1. STOREFRONT LOGO SIGNAGE 2. BLADE SIGN 3. POS SIGNAGE 4. BARBER SPA SIGN 5. TOILET / ADA SIGNAGE 6. BARRICADE GRAPHICS 7. SERVICE DOOR SIGNAGE 8. MALL DIRECTIONAL REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 7 2012 City of Tukwila BUILDING DIVISION B. TENANT'S SIGNAGE CONTRACTOR IS TO FURNISH ALL STOREFRONT SIGNAGE. COORDINATION AND INSTALLATION AS DIRECTED ON DRAWINGS. ELECTRICAL CONTRACTOR IS TO PROVIDE ELECTRICAL AS SHOWN ON ELECTRICAL PLANS AND SPECIFICATIONS. TENANT'S SIGNAGE CONTRACTOR IS TO COORDINATE W/ THE CONTRACTOR FOR SCHEDULING & STRUCTURAL REQUIREMENTS FOR THE SIGNAGE. 10520 FIRE PROTECTION A. PROVIDE MULTI - PURPOSE CHEMICAL FIRE EXTINGUISHERS CAPABLE OF EXTINGUISHING CLASS A, B, AND C FIRES, IN QUANTITIES AND LOCATIONS SHOWN AND AS REQUIRED BY LOCAL FIRE MARSHAL. (COORDINATE IN FIELD.) MANUFACTURER: J.L. INDUSTRIES; COSMIC SERIES OR EQUAL. B. INSTALL MOUNTING BRACKETS AT HEIGHTS TO COMPLY WITH APPLICABLE REGULATIONS OF GOVERNING AUTHORITIES. C. SECURE MOUNTING BRACKETS TO STRUCTURE, SQUARE AND PLUMB, TO COMPLY WITH MANUFACTURER'S INSTRUCTIONS. D. UTILIZE CABINET WHEN EXTINGUISHERS ARE IN PUBLIC, RETAIL OR WAITING AREAS. AT A MINIMUM, INSTALL ONE (1) EXTINGUISHER AT CASHWRAP AND ONE (1) EXTINGUISHER NEAR ELECTRICAL PANEL. 10670 STORAGE SHELVING AND WORK COUNTERS PART 1 - GENERAL A. CONTRACTOR TO ASSEMBLE AND INSTALL SHELVING UNITS AND /OR SURFACE MOUNTED STANDARDS, WITH BRACKETS AND SHELVES. B. PROVIDE COMPLETE SYSTEM, FURRING STRIPS EXCLUDED, WITH BRACKETS, CLIPS, SHELVES, RELATED SCREWS AND ANCHORS. 1. MANUFACTURER: KNAPE & VOGT MFG. CO. 800 -253 -1561 a. SHELF: WHITE PLASTIC LAMINATED, HEAVY DUTY 12" DEEP, LENGTH PER PLAN b. STANDARDS: #82 SERIES, WHITE c. BRACKETS: #182 SERIES, WHITE PART 2 - PREPARATION / EXECUTION RECEIVED APR 30 2012 A. CONTRACTOR TO ASSEMBLE AND SECURE SHELVING UNITS TO FLOOR AND WALLS WITH FASTEN RMIT CENTER RECOMMENDED BY MANUFACTURER IN LOCATIONS AS SHOWN AND DETAILED IN PLANS. B. CONTRACTOR TO PROVIDE REQUIRED BLOCKING, FURRING STRIPS AND BRACING. REFER SECTION 06114 AND SECTION 05500. C. CONTRACTOR TO PROVIDE WORK COUNTERS AS DESCRIBED IN PLANS AND DETAILS. BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON, ARCHITECT 219 N. 2ND ST., SUITE 301 MINNEAPOLIS, MN 55401 PHONE: (612) 338 -6677 FAX: (612) 338 -2995 E -MAIL: info @cmarch.com CONTACT: PHILIP FOSTER pfoster@cmarch.com CONSULTANTS: EMANUELSON -PODAS MECHANICAL / ELECTRICAL 10401 BREN RD. EAST MINNETONKA, MN 55343 952 - 930 -0050 SCOTT VANDER HEIDEN SEAL: BRUCE M. CARLSON, ARCHITECT 03 -30 -12 DATE ISSUED 5449 REG. NO. SOUTHCENTER MALL 632 SOUTHCENTER MALL SEATTLE, WA 98188 SHEET TITLE: SPECIFICATIONS REVISIONS: NO: DATE: BY: PROJECT NO: 12121.008 DRAWN BY: JGH R2 COPYRIGHT BRUCE M. CARLSON, AIA 2012 jholten 4/25/2012 4:56:40 PM .008 R3 SPEC.dwg .008 Southcenter Mall — Seattle, WA \Drawings \Work in Progress \1212 S:\The Art of Shaving\ DIVISION 11 - EQUIPMENT 11001 GENERAL A. ALL EQUIPMENT MANUALS, INSTRUCTION BOOKLETS, AND WARRANTY INFORMATION SHALL BE NEATLY BOUND AND TURNED OVER TO THE CONSTRUCTION MANAGER PRIOR TO THE TURNOVER. B. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL HOOK -UP OF ALL EQUIPMENT, INCLUDING ALL MECHANICAL, PLUMBING AND ELECTRICAL WORK. C. INSTALLATION OF ALL EQUIPMENT (INCLUDING TENANT FURNISHED) IS TO BE INCLUDED IN GENERAL BID. 11130 AUDIO - VISUAL EQUIPMENT PART 1 - GENERAL A. COORDINATE WITH RESPONSIBILITY SCHEDULE AND OWNER FOR INSTALLATION. PART 2 - PREPARATION / EXECUTION A. VERIFY ELECTRICAL REQUIREMENTS ARE AVAILABLE AND IN PLACE FOR INSTALLATION. B. INSTALL AS RECOMMENDED BY MANUFACTURERS INSTRUCTIONS. DIVISION 12 - FURNISHINGS 1. FIXTURES, ETC. INDICATED ON THE PLANS ARE FURNISHED BY TENANT. CONTRACTOR TO COORDINATE INSTALLATION AS INDICATED IN DRAWINGS. DIVISION 13 - SPECIAL CONSTRUCTION 1. NO WORK UNDER THIS SECTION. DIVISION 14 - CONVEYING SYSTEMS 1. NO WORK UNDER THIS SECTION. DIVISION 15 - MECHANICAL 1. SEE "M" SHEETS. DIVISION 16 - ELECTRICAL 1. SEE "E" SHEETS. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 7 2012 City of Tukwila BUILDING DIVISION PE---P RECEIVED APR 30 2012 PERMIT CENTER BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON, ARCHITECT 219 N. 2ND ST., SUITE 301 MINNEAPOLIS, MN 55401 PHONE: (612) 338 -6677 FAX: (61) 338 -2995 E —MAIL: info@cmarch.com CONTACT: PHILIP FOSTER pfoster@cmarch.com CONSULTANTS: EMANUELSON —PODAS MECHANICAL / ELECTRICAL 10401 BREN RD. EAST MINNETONKA, MN 55343 952 - 930 -0050 SCOTT VANDER HEIDEN SEAL: BRUCE M. CARLSON, ARCHITECT 03 -30 -12 DATE ISSUED 5449 REG. NO. SOUTHCENTER MALL 632 SOUTHCENTER MALL SEATTLE, WA 98188 SHEET TITLE: SPECIFICATIONS REVISIONS: NO: DATE: BY: PROJECT NO: 12121.008 DRAWN BY: JGH R3 COPYRIGHT BRUCE M. CARLSON, AIA 2012 1:26:17 PM N 0 c v E 0) • U ,E K:\Projects\3292.0034 TAOS Southcenter Seattle WA \3292.0034 M1.1.dwg MECHANICAL SYMBOL LEGEND DOMESTIC COLD WATER (CW) H DOMESTIC HARD COLD WATER (CW) TEMPERED DOMESTIC HOT WATER (110° F) 120- DOMESTIC HOT WATER (120' F) 1 RECIRCULATION HOT WATER (CHW) SANITARY WASTE UNDERGROUND SANITARY WASTE ABOVE GROUND VENT VENT THRU ROOF CWS CWR HWS HWR CD - RL NATURAL GAS CHILLED WATER SUPPLY CHILLED WATER RETURN HEATING WATER SUPPLY HEATING WATER RETURN CONDENSATE DRAIN PIPING LIQUID REFRIGERANT RS SUCTION REFRIGERANT THERMOSTAT THERMOSTAT - NIGHT SET BACK SPACE TEMPERATURE SENSOR HUMIDISTAT CARBON DIOXIDE SENSOR AOUASTAT PRESSURE SWITCH FLOW SWITCH TEMPERATURE GAUGE N.O. N.C. VFD NORMALLY OPEN NORMALLY CLOSED VARIABLE FREOUENCY DRIVES iJ SENSOR TAP WATER HAMMER ARRESTER WITH PRESSURE GAUGE WITH ISOLATION VALVE ELBOW UP (PIPE) ELBOW DOWN (PIPE) TEE UP Y TEE-OFT THE BOTTOM / DOWN 0 FCO -IICO CLEANOUT FLOOR / CEILING CLEANOUT PIPE CAP ECCENTIC REDUCER CONCENTRIC REDUCER I>001 FLEXIBLE CONNECTION (PIPE) 1 1 EXPANSION JOINT (LOOP) x PIPE ANCHOR ALIGNMENT GUIDES CHECK VALVE GATE VALVE GAS COCK VALVE STOP & WASTE VALVE CII (GPM) CIRCUIT BALANCING VALVE STRAINER ICI STRAINER WITH BLOW DOWN Ill PRESSURE REDUCING VALVE PRESSURE RELIEF VALVE BALL VALVE BUTTERFLY /SHUT -OFF VALE GLOBE VALVE / OS &Y VALVE / OS &Y VALVE WIRED SOLENOID VALVE (GPM) FLOW MEASURING STATION FLOW LIMITING VALVE CONTROL VALVE (TWO -WAY) CONTROL VALVE (THREE -WAY) GLOBE ANGLED VALVE • FLOW DIRECTION \-■ PIPE PITCH DIRECTION 1 1 PIPE UNION 8 OR © IN -LINE PUMP Q AIR VENT - AUTOMATIC AIR VENT - MANUAL -cJ- RPZ VALVE (REDUCED PRESSURE BACKFLOW) BFP BACKFLOW PREVENTOR BACKWATER VALVE HOPPER DRAIN OR FLOOR SINK FLOOR DRAIN UNION S BREAK IN MATERIAL FOR VISUAL PURPOSES DRAIN VALVE FINISHED FLOOR ELEVATION SIAMESE FIRE DEPT. CONNECTION CONNECT TO EXISTING SUPPLY, RETURN AND EXHAUST AIR BD MOTORIZED DAMPER BACKDRAFT DAMPER FIRE /SMOKE DAMPER SMOKE DAMPER FIRE DAMPER l.........� OR LOW -LEAK SMOKE DAMPER VOLUME DAMPER (MANUAL) EXHAUST REGISTER CEILING SUPPLY DIFFUSER RETURN AIR GRILLE /REGISTER - RETURN AIR GRILLE /REGISTER WITH SOUND BOOT. �- SIDEWALL SUPPLY REGISTER SIDWALL RETURN OR EXHAUST GRILLE FLOOR REGISTER • I-1 LINEAR DIFFUSER FLEX DUCT 0 ROOF (PRv) EXHAUST FAN EME CABINET UNIT HEATER VAV BOX WITH COIL SUPPLY DUCT ELBOW WITH TURNING VANES STANDARD OR LINED DUCT (SUPPLY, RETURN, EXHAUST). 14x1 DUCT IS LABELED TO INDICATE INTERNAL DUCT DIMENSION. SEE SPECIFICATION FOR INSULATION. i 1 O AFMS STANDARD ROUND TAKEOFF (CONICAL BELL MOUTH) WITH VOLUME DAMPER AIR FLOW MEASURING STATION p� GAS PRESSURE REGULATOR I--I- WH WALL HYDRANT I-+- HB 4 Q FS 14x10 HOSE BIBB THERMOMETER FLOW SWITCH DOUBLE WALL (SUPPLY, RETURN, EXHAUST), DUCT IS LABELED TO INDICATE INTERNAL DUCT DIMENSION. GENERAL NOTES Work to be accomplished on these Drawings and the accomponying specifications includes the furnishing of all lobor, moteriols, equipment, and services necessary for the proper completion of all mechanical work. Before submitting o proposal on the work contemplated on these drowings and accompanying specificotions, eoch bidder shall exomine the site, check os to the means of making connections to services, and shall become familiar with all the existing conditions and Iimitotions. No extros will be ollowed because of the controctor's misunderstanding os to the omount of work involved or his lock of knowledge of ony site conditions which moy offect his work. Any apparent vorionce of the pion or specification from existing conditions of the site shall be colled to the ottention of the Engineer during the bid period so clorificotion can be mode by addendum. Existence of any wires, conduits, pipes, ducts, or other facilities ore shown in a general way only. It will be the duty of the contractor to visit the site and make exact determination of the existence of any such facilities prior to the submission of his bid. It is understood that he will be responsible for making the exact determination of the location and condition of such facilities. . All required fees, permits, and inspections shall be obtoined and /or arranged for by the contractor under the section of the Specifications for which they are required. . Regulor inspections shall be arranged by the controctor as required by ony and all reguloUons. All charges from regulating ogencies for inspections of installations or review of plans and Specifications shall be paid by the controctor. Controctor to provide Certificate of Final Inspection. . All moteriols and workmanship shall comply with all current and applicable codes, specifications, ordinances, lows, regulations, industry stondords, and utility company regulations. In case of difference among building codes, specifications, stote lows, Iocol ordinances, industry stondords, and utility compony regulations and the Contract Documents, the most stringent sholl govern. Contractor sholl promptly notify the Engineer in writing of ony such difference. All applicable federal, state, and locol lows and ordinances shall be adhered to throughout the construction project. 10. Non - Compliance. Should the contractor perform ony work that does not comply with the requirements of the applicable building codes, state lows, local ordinances, industry standards, and utility compony regulations, he shall beor all costs arising to correct the deficiencies. 11. Contractor sholl initiate, maintain, and supervise all safety pre - cautions required for his work, including regulations of the Occupational Sofety and Heolth Administration (OSHA). 12. Drawings ore to scale os noted, but the controctor shall refer to Architectural and Structural Drowings for exact location of partitions, walls, beams, shafts, equipment, etc. 13. Eoch trade sholl obtain drowings and specificotions of olI other trodes and coordinate his work with olI other trades. 14. Drawings show the general orrongement of ductwork, piping, equipment, and appurtenances and sholl be followed as closely as actual building construction and work of other trades will permit. Mechanical work shall conform to the requirements shown on 011 of the drowings. Architectural and Structural Drawings sholl take precedence over Mechanical Drowings. Becouse of the small scole of the Mechanical Drowings, it is not possible to indicate oil offsets, fittings, and occessories that may be required. 15. Discrepancies discovered before or after work has started shall be brought to the ottention of the Engineer immediotely, and the Engineer reserves the right to require minor changes in the work of any controctor to eliminate such discrepancies with no change in contract cost. 16. Plans and specificotions are complementory, and what is coiled for in either one shall be as binding os if colled for in both. 17. Where o disagreement exists between the plans and specificotions, the item or arrangement of better quality, greater quality, or higher cost shall be included in the bid. 18. Normal use of the facility shall not be disturbed, except within the immediate construction oreo. All walks, driveways, and entrances shall be kept cleor and free of all contractor's equipment, moteriol, and debris at all times. 19. All materials and equipment shall be stored in such o ploce and in such a manner that a minimum of congestion will result. the placing of such moteriols and equipment shall be subject to the approval of the owner. 20. Contractor sholl thoroughly exomine the existing building with regard to what temporory measures he must toke in order to permit the owner to occupy specific areas of the building during the various construction phases. in general, systems must remain in use in those designoted oreos to permit the owner to function in a pre- construction monner. 21. Eoch controctor shall coordinate work with other trodes in the installation of equipment, piping, conduit, and ductwork. 22. HVAC /sheet -metal contractor sholl initiate the coordination process by providing reproducible pion drowings showing ductwork and equipment. 23. Drowings to be forwarded to the piping contractor and electrical controctor for inclusion of their systems work. 24. Controctors sholl solve all coordination conflicts among themselves when possible. Engineer will arbitrate when necessory, and his judgment will stand, with no additional cost to the owner. 25. Access panels shall be furnished by the trade requiring them and delivered to the generol contractor for installation. 26. Access panels sholl be os manufactured by Milcor, or approved equal, and of type the is compatible with construction and finish of the wall and /or ceiling 27. Eoch trode shall perform 011 cutting and patching necessory in order to perform the work, unless such work hos been delegoted to the generol contractor /another trade. However, special permission shall be obtained from the engineer before cutting structural members or finished moteriols. All patching sholl be performed in such manner as to leave no visible truce and to return the port affected to the condition of undisturbed work. Patching work shall be performed by persons experienced, skilled, and licensed for the particular type of work involved. Inferior work will not be accepted. All holes in mosonry shall be drilled with rotary drills. Impact tools shall not be used. 28. Each trode shall beor the expense of all cutting, patching, repairing, or replocing of the work of other trodes required becouse of his fault, error, or tordiness of because of any damage done by him. 29. Each trode shall provide all holes and openings required for his work, unless such holes and openings are shown to be provided on the orchitectural or structural drawings. 30. Eoch trode sholl remove existing work thot is shown, specified, or obviously necessary for completion of his work. Owner sholl have the option of retaining any item or moteriol removed under this contract. Items or materiels not retained by owner shall become the property of the trade and shall be removed from the premises. 31. Eoch trade shall periodically cleor owoy all debris, surplus moteriols, etc., resulting from his work or operotions, leaving the job and the equipment furnished under any or 011 contracts in o clean condition. 32. Eoch trode sholl test the equipment provided and /or installed under the specification and shall demonstrate its proper operation to the owner's operating engineer. 33. Each trode shall furnish, without additional expense to the owner, the services of competent instructors, who will give full instruction in the core, adjustment, and operation and mointenonce of olI ports of the equipment to the owner's permanent employees who are to hove charge of the equipment. 34. HVAC subcontractor sholl be responsible for tested & rated fire stop systems for olI thru- penetrotion of wolfs, floors & roof assemblies resulting from piping & other work under his contract. refer to specificotion section for fire stopping for requirements. 35. All wood noilers and other lumber which is installed in contact with metal, concrete, or mosonry shall be pressure treoted ogoinst decoy (unless otherwise noted). INDEX TO SHEETS M1.1 MECHANICAL TITLE AND SYMBOLS M1.2 MECHANICAL PLANS AND DETAILS M1.3 MECHANICAL SCHEDULES & SPECIFICATIONS GRILLE, REGISTER AND DIFFUSER KEY 1ixo BDIA. yp I I NOTE: SEE GRILLE, REGISTER AND DIFFUSER SCHEDULE FOR FURTHER DETAILS. SIZE (INCHES) OR DIFFUSER NECK SIZE OUANTITY, NO INDICATION = 1 UNIT -- DEVICE STYLE, SEE SCHEDULE RECEIVED APR 30 2012 pERMIT CENTER BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON, ARCHITECT 219 N. 2ND ST., SUITE 301 MINNEAPOLIS, MN 55401 PHONE: (612) 338 -6677 FAX: (612) 338 -2995 E -MAIL: info@cmarch.com CONTACT: PHILIP FOSTER pfoster @cmarch.com CONSULTANTS: EMANUELSON -PODAS MECHANICAL / ELECTRICAL 10401 BREN RD. EAST MINNETONKA, MN 55343 952-930-0050 SCOTT VANDER HEIDEN SEAL: MICHAEL A. WEBERT SIGNATURE 04 -25 -2012 DATE ISSUED 45575 REG. NO. SOUTHCENTER MALL 632 SOUTHCENTER MALL SEATTLE, WA 98188 SHEET TITLE: MECHANICAL TITLE SHEET REVISIONS: NO: DATE: B Y: PROJECT NO: 3292.0034 DRAWN BY: RgB M1.1 COPYRIGHT BRUCE M. CARLSON, AIA 2012 1:24: 52 PM N 0 N 0 4) 0 U 0 M 0 0 rn N i 0 c a, U t_ rn 0 0 0 N rn N U 0 0 DOWN THRU SLAB N 'Est FCO WASTE PIPING INSTALLED IN FURRED OUT WALL WCO / / SANITARY WASTE RISER DIAGRAM 1 /2 "CW /HW EWH -1 WATER RISER DIAGRAM CAD EXIST OA DUCT TO REMAIN : CAD (EWH) 1" SOUND INSULATION AS SPECIFIED GRILLE SIZE (SEE DRAWINGS FOR SIZE) CEILING HVAC PLAN 1/4 " =1' -0" EWH -1 (6' -2 ") L J L_ _ . ... W.. _� .: :, .4, ::.071,:a L 0 )j 10-0 0 CO o) i I 0 00 r 00 o0 0 - - - -I—t -R J .ter.. 100 PLENUM 111111111111 i RETURN AIR GRILLE PLUMBING PLAN NOTE: DIMENSION IN ( ) IS LOCATION OF PLUMBING ROUGH -IN. FIELD COORDINATE FIXTURE LOCATION PRIOR TO INSTALL. 1/4 " =1' -0" /-14. FLEX DUCT NOTE: SEE MECHANICAL PLANS FOR SIZE AND LOCATION OF GRILLES (RETURN GRILLE DETAIL 4J NO SCALE PLENUM WITH 1/2" ACOUSTICAL LINING LINEAR DIFFUSER CEILING t CONICAL BELL SPIN -IN COLLAR FLEXIBLE DUCT RUNOUT (MAX. LENGTH 5' -0 ") J. CLAMP 1 VOLUME DAMPER —DUCT SEALER SUPPLY DUCT DRAW BAND WITH SILICONE SEALER TYP LINEAR SUPPLY DIFFUSER CONNECTION 3 NO SCALE GENERAL NOTES CONNECTION TO EXISTING FAN COIL UNIT IS SUBJECT TO BUILDING DEPARTMENT AND LANDLORD APPROVAL. CONTRACTOR SHALL INSPECT/TEST HVAC SYSTEM FOR PROPER OPERATION AND COMPLIANCE WITH ALL CODES AND STANDARDS. PLAN NOTES O EXISTING FAN COIL UNIT AND ASSOCIATED CONDENSING UNIT ON ROOF TO REMAIN IN SERVICE. TENANT HVAC CONTRACTOR SHALL CONNECT SUPPLY AND RETURN AIR DUCTWORK TO UNIT AS INDICATED. FIELD VERIFY DUCT SIZES AND LOCATION. 4:::: PROVIDE CABLE OPERATOR FOR ALL VOLUME DAMPERS LOCATED ABOVE GYP CEILING. YOUNG REGULATOR MODEL 5020CC DAMPER WITH ACTUATOR MOUNTED IN DIFFUSER (OR EQUAL PRODUCT). O PROVIDE HAIR TRAP ASSEMBLY IN WASTE PIPING - MARBLE PRODUCTS MODEL 1701 CATCH -ALL HAIR TRAP (OR APPROVED EQUAL). O EXISTING EXHAUST FAN TO REMAIN IN SERVICE. TENANT HVAC CONTRACTOR SHALL VERIFY PROPER OPERATION AND SUBMIT DEFICIENCY REPORT TO GENERAL CONTRACTOR IF NECESSARY. • PROVIDE 7 -DAY PROGRAMMABLE CONTROL FOR HVAC UNIT. COORDINATE CONTROL SYSTEM WITH LANDLORD. 4::::14 EXISTING INSTANT ELECTRIC WATER HEATER SERVING LAV TO REMAIN IN SERVICE. TENANT PLUMBING CONTRACTOR SHALL VERIFY PROPER OPERATION AND SUBMIT DIFICIENCY REPORT TO GENERAL CONTRACTOR IF NECESSARY. O EWC -1 - NEW WATER CHILLER UNIT INSTALLED IN SINK CABINET. COORDINATE INSTALL WITH CABINET CONSTRUCTION. ELKAY MODEL ERS1, 1.5 GPH, 155W, 1.7 FLA, 120V/1 PH. 4:: • CONTRACTOR SHALL FIELD VERIFY /LOCATE EXISTING WATER, VENT, AND WASTE PIPING AND CONNECT NEW PIPING PER APPLICABLE CODES. 9O EWH -1 - NEW WATER HEATER MOUNTED IN CABINET - COORDINATE INSTALL WITH CABINET CONSTRUCTION. EEMAX MODEL EX8208, 208V/40A, 8.3KW, 57 DEG RISE AT 1 GPM. VENTILATION SCHEDULE UNIT OCC AREA SQ FT MAX CFM MIN CFM PEOPLE MIN OA SUPPLY CFM EXHAUST CFM FCU -1 800 1000 - 5 128 125 ASHRAE Standard 62.1 -2007 VENTILATION REQUIREMENT: (Rp x Pz) + (Ra x Az) = Vbz RETAIL SALES - (7.5cfm x 5 people) +(.12 x 450 sq H) = 92 cfm OA STORAGE - (7.5cfm x 0 people) +(.12 x 300 sq ft) = 36 cfm OA FIRE SPRINKLER NOTES SPRINKLER CONTRACTOR SHALL PROVIDE IN THEIR BIDS: MODIFYING THE EXISTING SPRINKLER SYSTEM, SPRINKLER HEADS, PIPING, ACCESSORIES, ETC FOR NEW & REMOVED CEILINGS, REMOVED & NEW WALLS AND NEW LIGHT FIXTURE AND DIFFUSER LOCATIONS. PRIOR TO BID, SPRINKLER CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, MAIN & BRANCH LOCATIONS, HYDROLIC CALCULATIONS, ETC. SEE ARCHITECTURAL, ELECTRICAL, HVAC PLANS FOR ADDITIONAL INFORMATION. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. PROVIDE AS -BUILT DRAWINGS TO LANDLORD AFTER FINAL INSTALLATION. SPRINKLER CONTRACTOR TO CREATE & SUBMIT DRAWING(S) & HYDRAULIC CALCULATIONS TO BLDG DEPT AS A DEFERRED SUBMITTAL PRIOR TO START OF WORK. LOCATION OF LIGHTS, FIXTURES, AND SOFFITS TAKES PRIORITY OVER SPRINKLER HEAD LOCATION. IT Tv RECEIVED APR 30 2012 PERMIT CENTER BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON, ARCHITECT 219 N. 2ND ST., SUITE 301 MINNEAPOLIS, MN 55401 PHONE: (612) 338 -6677 FAX: (612) 338 -2995 E —MAIL: info©cmarch.com CONTACT: PHILIP FOSTER pfoster @cmarch.com CONSULTANTS: EMANUELSON —PODAS MECHANICAL / ELECTRICAL 10401 BREN RD. EAST MINNETONKA, MN 55343 952 - 930 -0050 SCOTT VANDER HEIDEN SEAL: MICHAEL A. WEBERT SIGNATURE 04 -25 -2012 DATE ISSUED 45575 REG. NO. SOUTHCENTER MALL 632 SOUTHCENTER MALL SEATTLE, WA 98188 SHEET TITLE: MECHANICAL PLANS AND DETAILS REVISIONS: NO: DATE: B Y: PROJECT NO: 3292.0034 DRAWN BY: RgB COPYRIGHT BRUCE M. CARLSON, AIA 2012 1:27:23 PM N 0 u-) N 0 aEi 0 0 E rn M 0 0 cV rn N 1 0 iu c 0 t .o u7 0 ¢ r) M 0 0 CV rn N M N 0 Y MECHANICAL SPECIFICATIONS 1500 CONDITIONS OF THE CONTRACT The Generol and Supplementary General Conditions os previously details long with the general requirements listed in Division ,1 shall apply to all work of this Division. This Controctor will be required to furnish all materials and labor for o complete job if the Engineer is not informed of on omission before bids ore received. 1503.1 CODES This work shall be instolled in conformity with applicable local ordinoces and state stotutes. All requirements of the current plumbing codes, heoting and ventilation codes, energy or conservation codes and NFPA bulletins must be met. Slondords and sizes which meet or exceed the obove mentioned requirements sholl be installed os drown or specified. Nothing in the specifications or drowings sholl be construed to permit deviation from the requirements of governing codes. 15603.02 PERMITS /INSPECTIONS /SPECIAL CHARGES All charges and obligotions for obtaining permits and inspections for plumbing, heoting and ventilotion and fire extinguishing work sholl be the responsibility of this Contractor. This Contractor shall apply for any utility service chorge, installation or meter and gouge required and shall be responsible for the respective costs. Upon completion of the particular section of work the Contractor shall furnish the Owner with proof of acceptance from the proper local or state department having jurisdiction. 1502.03 GUARANTEES AND TESTS This Contractor sholl assume responsibility for and defects which moy develop in ony port of the systems coused by faulty workmanship, material or equipment, and ogree to replace any such faulty workmanship, material or equipment during a period of one yeor from date of finol occeptonce of the work without cost to Owner. All plumbing work shall be inspected, tested and opproved as required by governing codes. Tests sholl be mode in the presence of the proper inspector and the Architect or their authorized representative. All test shall be mode by the Controctor at his own expense and he shall furnish the Architect o certificate that soiisfoctory tests hove been mode. 1503.04 AIR AND WATER BALANCE The adjusting and balancing of the air and water flow shall be performed by the instolling Controctor (if previously certified by the NEBB or AABC or equal) or shall be performed by on independent test and balance contractor which has been certified by NEBB or AABC. 1506.01 INTRA - CONTRACT BOUNDARIES Cooling coil drain pons and drains from oll ventilotion openings thru roof or wall shall be piped by Plumbing Controctor. For plumbing equipment which is specified under seporote sections the Plumbing Controctor will be required to furnish and install the necessary "P" traps, stop valves ect. including rough -in and finol connections. 1506.02 ELECTRICAL SERVICE, WIRING AND ONNECTIONS The Electricol Controctor shall provide electricol service to all motors and other mechonicol equipment (unless otherwise noted) in conformonce with Div. 16 of the specifications. All wiring for the control of mechonicol motors and equipment sholl be furnished complete by the Mechanical Contractor including but not limited to wiring, conduit, devices and installation by o licensed Subcontractor utilizing Electricians experience in the type of systems to be installed. 1514.01 HANGERS & SUPPORTS Furnish and instoll brackets, broces or reinforcing angles as moy be required for oll partitions not sufficeint in themselves to support plumbing fixtures or other woll hung equipment included in this specification. Piping suspended from contruction obove shall be hung from Grinnell Company, or equal. 1514.02 ACCESS PANELS Unless otherwise noted on the drowings. eoch Mechonicol Contractor shall Punish wall and ceiling access ponels required for all mechanical items. Access ponels shall be Milcor, or approved, as follows: Dry woll construction -Type M 14 "x14" minimum Tile ceilings -Type OW 24 "x24" minimum 1516.01 PIPE INSULATION Cover all the following pipe types listed with premolded fibergloss pipe insulotion, 4 Ib. density and ASJ jacket. Jocket shall hove o perm rating of .2 and 2" cemented seams. Insulation shall have o maximum service temperature of 850 degrees, a UL rating, shall meet the requirements of ASTM 10547, and hove o flame spread of 25, smoke development of 50 and o fuel contribution of 50. Insulation sholl hove o thermal resistance of .24 btu- in /hr -sq. ft.- degrees F, and be instolled with Zeston plenum roted covers over 1 pound density microlite blanket and 18 gouge golvonized wier ot all fittings. Molded closed cell polyethylene foon insulotion is not opproved equal. Pipe Tyoe Domestic Cold Woter Domestic Hot & Recirc Woter Pipe 1" & Less Pipe 11/4" - 2" Pipe 21/2" & Up Pipe 2" & Less Pipe 2 1/2" & Up Thickness 1h" 3/4" 1" 1" 11/2" 1516.03 DUCTWORK INSULATION Duct liner shall be Schuller Permocote Linacoustic or equal and approved 1-1/2 Ib. density unless indicated to be 3 Ib. density in details on the drowings, or following porogroph's. The oirstreom side of the liner shall be coated with an immobilized EPA registered onti- microbiol ogent so it will not support the growth of fungus or bacteria os tested in occordonce with ASTM G21 & G22. All liner shall be cemented to the entire inside of the ductwork and secured with weld pins spoced one per each 2 square feet on ducts 12" in width and greoter. Internal liner shall be sealed ot all row edges with mastic to prevent erosion from mechonicol abrasion or air erosion. First 20 feet of supply air duct from air handling units shall be insulated with 1" thick acoustical liner of 1.5 Ib. density, applied as indicated above. First 20 feet of return oir duct from oir hondling units sholl be insulated with 1" thick acoustical liner of 1.5 Ib. density, applied as indicated above. All exhoust ductwork within 15 feet of exhoust fon shall be insulated with 1" thick 1.5 lb. density liner, applied os indicated obove. Ductwork within 4" of drip pan shall not be lined. All verticol relief ductwork between drip pon and roof insulotion shall be insulated with 1" thick 1.5 Ib. density fibergloss wrap. All remoining relief ductwork from drip pon to plenum shall be insulated with 1" thick 1.5 Ib. density liner, applied os indicated above. Ductwork within 4" of drip pon shall not be lined. All transfer duct shall be insulated with 1" thick 1.5 Ib. density liner, applied os indicated above. Ductwork within 4" of drip pon sholl not be lined. All duct sizes shown on the drowings indicate free oreo and sheet metal sizes must be increosed occordingly for insulotion thickness. All fresh oir duct work and mixed oir ductwork sholl be insulated with 2" thick 3.0 Ib. density fiberglass board, secured as indicated by the manufacturer. All supply oir ductwork not lined and run -outs to diffusers, sholl be insuloted with 1" thick 1.5 Ib. density fibergloss wrop with foil vopor barrier secured os indicated by the manufacturer. All drip pans for exhoust and relief ducts sholl be insulated with 1" thick 1.5 Ib. density fiberglass wrap with foil vapor barrier secured os indicated by the manufacturer. 1523.01 PIPING All water piping in the building above ground sholl be type "L" hard copper tubing with wrought copper solder type fittings, unions, etc. All water piping in the building below ground shall be type "K" soft copper meet ANSI H23.1. and sweot fittings. Pipe and fittings sholl Soldered joints in copper tubing shall be mode in strict conformance with the recommendations of the monufocturer. Cold woter line and hot woter circulating line to hot water lank shall be provided with o 15 degree swing check valve. Provide shut -off volves on oll bronches from mains and on all connections to fixtures and equipment, on each side of hot woter heaters and circulating pump, and ot other points indicoted on the drowings or where required for good isolotion /mointenonce of the system. Water supply pipes shall be anchored inside woll immediately behind shut -off volves to lavatories, sinks, water closets, etc. 1524 VALVES Provide boll valves as shown on peon and where required for proper operation of the plumbing system. 1525.01 VACUUM BREAKERS Vocuum breakers shall be installed to oll fixtures with submerged inlets, American Stondord HB -15755 chrome plated. 1526 DOMESTIC HOT WATER Refer to equipment schedule and /or pion notes for water heater information. 1533 PIPING (verify moteriols with landlord prior to instoll) All soil, woste, drain and vent piping, inside the building, sholl be cast iron no -hub piping (ASTM A -888) complete with shielded couplings (ASTM C- 1277). Underground soil, woste and drain piping shall be Hub -and- Spigot cast -iron pipe and fittings (ASTM A -74 Service Class). 1534.04 ROOF CAPS Vents stocks from sewer, soil waste and droin pipes shall be extended ot least 12" above roof and sholl be provided with o frost proof type of roof jacket for iron, steel, or PVC in P & G roofs. In EPDM roofs, roofer will furnish and install EDPM flashing and stainless steel draw bonds in ploce and water light on pipe. 1534.01 FLOOR DRAINS Floor droins and floor sinks shall be Zurn, Wode, Josam, J.R. Smith or equal and opproved, with the following number referring to Josam catalog numbers: Floor Drain 130000 -A Provide funnels on floor droins with indirect condensate. 1534.02 CLEANOUTS Provide cleanouts os shown on pion and as required by Code in all sanitary systems. All cleonouts sholl be placed in occessible locations to permit cleaning out of the entire systems. 1534.03 TRAPS & INDIRECT WASTES "P" traps os required sholl be provided in the drain connection from each fixture and piece of equipment requiring connection to the drainage system. Except where o grease interceptor or other type of trop is specified or indicoted as being required. Traps shall conform to the requirements of the Plumbing Code. DIFFUSER, REGISTER & GRILLE SCHEDULE UNIT LOCATION MANUFACTURER MODEL SERVICE TYPE SIZE FINISH NOTES A CEILING TITUS TBDI -30 -PF SUPPLY PLENUM SLOT 8" DIA, 4' LONG, (2) 1" SLOT WHITE 1 B CEILING TITUS 50F RETURN GRILLE SEE PLAN WHITE 2 C SIDEWALL TITUS 112RS SUPPLY REGISTER SEE PLAN WHITE 3 NOTES t ASSOCIAED CONDENSING UNIT ON ROOF TO REMAIN IN SERVICE. CARRIER MODEL 25HCA324A300, 2.5 TONS, 208V / 1 PH. MECHANICAL NOTES: 1. PLENUM SLOT DIFFUSER, INSULATED. CENTER T -BAR. PROVIDE PLASTER FRAME FOR SOLID CEILING LOCATIONS. 2. CEILING RETURN GRILLE, EGGCRATE,1 /2 "x112 "x1" 3. SIDEWALL SUPPLY REGISTER. DOUBLE DEFLECTION. 1582 DUCTWORK All duct joints and connections sholl be sealed with Duro Dyne woter based duct seoler, or equal and opproved. Duct lope is NOT acceptable. Provide Johns - Monville neoprene covered convos 1/16 thick for flexible connections between ducts and inlets and outlests of oll supply and exhoust fans and units. 1582.02 SHEETMETAL DUCTWORK All sheet metal housing, ducts and risers specified here in sholl be galvanized iron, 11 grade Inlond, or opproved equal, except as otherwise here in after specified. All flues or ducts directly connected to fons or rooms enclosing fans shall be made in strict occordonce with the following schedules: Up to 12" in width 26 gouge 13" to 30" in width 24 gouge - 1" seom 31" to 48" in width 22 gouge - 1" seam 1582.03 SPIRAL METAL All rigid round supply ductwork shall be covered with 1" insulotion wrap with foil vapor barrier. A monufoctured insulotion "sock" is acceptable to pull over round ductwork and should be be secured to duct of diffuser and trunk ducts with zip ties. All above floor round ductwork sholl be United Sheet Metal Co., Spiral UniSeol Duct or equal, manufactured from galvanized steel in the following gouges: 3" diameter to 8" diomeler = 26 gouge 9" diomeler to 22" diometer = 26 gouge All fittings sholl bve United Sheet Metal Co.. Uniform or equol monufoctured with continuous welds and in the following gouges: 3" diameter to 36" diometer = 20 gouge. 1582.04 FLEX DUCT The finol 5' of duct work of eoch diffuser moy at the option of the Contractor be installed with insulated flex, Johns Mansville, Micro -Aire, J -Flex or equol and opproved. 1582.05 DUCT CLEANING Cleon duct system with high power vocuum machines or high velocity forced air to remove occumuloted dust in existing (to remain) ductwork. Protect equipment with temporary filters or byposs during cleaning. 1583.01 DUCTTURNS. Elbows shall hove 0 minimum throat rodius of one half of the duct width wherever possible. Elbows with o throat radius of Tess than one holf of the duct width sholl be provided by turning vanes. Square elbow sholl be provided with Tuttle and Boiley "Ductturns , or equal and opproved. 1583.02 ACCESS DOORS Provide access doors in ducts ot grovity, economizer 1584 GRILLES, REGISTERS, & DAMPERS The diffuser, register & grille schedule on the pion list Titus model 1's and the following sholl be considered equol: E.H. Price, Connor, Cornes, Krueger, T &B, Noilor. All motorized domper sholl be opposed blode type Pottorff, or equol and opproved series 1CD -40. Furnish and install where shown on pion on approved lire /smoke domper monufoctured by Ruskin, or approved and equal, model #FSD-60 with 120 v octuotor and Ruskin EFL(electronic fuse link). EFL sholl octivote upon temperature of 165'F. The EFL sholl include o push button, remote reset. Electrical shall interlock with smoke detectors and fire dorm system. and motorized dompers. 1588 EXHAUST & GRAVITY AIR UNITS Cook, Carves, Jenn Air, Bailey, Powerline, Twin City Fon & Blower, Greenheck, sholl be considered opproved equals. 1590 AUTOMATIC TEMPERATURE CONTROL SYSTEM A 24 volt system of electric /electronic controls, properly interfaced, sholl be furnished os o port of the complete HVAC system and instolled by the Heoting/Ventiloting /Air Conditioning Controctor. This Controctor sholl furnish and install low voltage wiring between control devices and equipment. Wiring may be instolled without conduit except where required for mechanical protection or plenum conditions. Conduit where required shall be furnished by the Mechanical Controctor unless noted on the drowings to be instolled by the Electrical Controctor. All conduit shall be instolled in o timely monner to be completely conceoled in finished spaces. In unfinished spaces, conduit sholl be thin woll, installed in o neat and sturdy manner. Wiring sholl conform to NEC Article 725, Class 1 and 2 requirements and sholl be neatly cabled and tied to building construction of maximum of 10 foot intervals. The control system sholl be o Honeywell Commericol Vison Pro 8000 or equal and opproved progromoble thermostat and components complete with 7 doy feature coboble of setting bock the temperoture of both heating and cooling modes, digital readout, and switch for intermittent or constont blower. PLUMBING FIXTURE SCHEDULE UNIT FIXTURE LOCAL CONNECTIONS NOTES WASTE (IN) VENT (IN) CW (IN) HW (IN) 8-1 BARBER DEMO SINK 1 1/4 1 1/2 1/2 1/2 1 FCU -1 STORAGE CARRIER FX4CNF030 HORIZ 30 FIELD VERIFY FIELD VERIFY 1,000 1/3 208/1 1 MECHANICAL NOTES: 1. SINK, FAUCET, AND ACCESSORIES FURNISHED BY OWNER. EXISTING FAN COIL UNIT - DX SCHEDULE UNIT LOCATION MANUFACTURER MODEL TYPE COOLING DATA HEATING DATA FAN DATA NOTES TOTAL CAPACITY (MBH) REFRIGERANT TYPE CAPACITY (MBH) AIRFLOW (CFM) POWER (HP) VOLTAGE/ PHASE FCU -1 STORAGE CARRIER FX4CNF030 HORIZ 30 FIELD VERIFY FIELD VERIFY 1,000 1/3 208/1 1 NOTES t ASSOCIAED CONDENSING UNIT ON ROOF TO REMAIN IN SERVICE. CARRIER MODEL 25HCA324A300, 2.5 TONS, 208V / 1 PH. 2,o RECEIVED APR 3 0 2012 PERMIT CENTER BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON, ARCHITECT 219 N. 2ND ST., SUITE 301 MINNEAPOLIS, MN 55401 PHONE: (612) 338 -6677 FAX: (612) 338 -2995 E-MAIL: info@cmarch.com CONTACT: PHILIP FOSTER pfoster@cmarch.com CONSULTANTS: EMANUELSON -PODAS MECHANICAL / ELECTRICAL 10401 BREN RD. EAST MINNETONKA, MN 55343 952 - 930 -0050 SCOTT VANDER HEIDEN SEAL: MICHAEL A. WEBERT SIGNATURE 04 -25 -2012 DATE ISSUED 45575 REG. NO. SOUTHCENTER MALL 632 SOUTHCENTER MALL SEATTLE, WA 98188 SHEET TITLE: MECHANICAL SCHEDULES AND SPECIFICATIONS REVISIONS: NO: DATE: B Y: P ROJECT NO: 3292.0034 D RAWN BY: RgB M1.3 OPYRIGHT BRUCE M. CARLSON, AIA 2012 1:26:29 PM It"kri(Art — A /'7c /')rli') rn w M 0 0 cV rn N M 0 m Cr) c N U _c -0 Tn 0 r7 0 0 CV N 0 rn U d SECTION 16 0500 - COMMON WORK RESULTS FOR ELECTRICAL 1.1 COMMON REQUIREMENTS FOR ELECTRICAL INSTALLATION A. Comply with NECA 1. B. Measure indicated mounting heights to bottom of unit for suspended items and to center of unit for woll- mounting items. C. Headroom Mointenonce: If mounting heights or other locotion criteria ore not indicated, orronge and install components and equipment to provide maximum possible heodroom consistent with these requirements. D. Equipment: Install to focilitote service, monntenonce, and repair or replacement of components of both electrical equipment and other nearby installations. Connect in such o way as to focilitote future disconnecting with minimum interference with other items in the vicinity. E. Right of Woy: Give to piping systems installed of o required slope. F. Contractor sholl provide rough -in for and connect to the following equipment furnished by others. Equipment will be provided by other contractors or owner. Secure rough -in information, connection requirements, and templotes from equipment supplier. Verify all equipment voltoge and power requirements: 1. Plumbing and HVAC equipment. 2. Electric motors. 1.2 FIRESTOPPING A. Apply firestopping to penetrotions of fire -rated floor and woll ossemblies for electricol instollotions to restore original fire- resistonce roting of ossembly. Firestopping moteriols and installation requirements are specified in Division 07 Section "Penetrolion Firestopping." 1.3 EXISTING MATERIALS A. Where existing materials or equipment are noted to be reused, Contractor shall assume in his bid (hot the moteriol or equipment is in good working condition and con be reused without any repairs. If certain items ore found to be in need of repair or in unusable condition, Contractor shall notify Engineer for decision, however. Contractor shall be responsible for ony domoge coused by him to equipment in removol or hondling. B. Fixtures and other equipment removed and to be reused shall be cleoned before reinstallation. New lumps shop be provided for all reused fixtures. 1.4 SEISMIC REQUIREMENTS C. Provide bracing and supports to meet code required seismic ratings. SECTION 16 0519 - LOW- VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 1.1 SUMMARY A. This Section includes the following: 1. Building wires and cables rated 600 V and Tess. 2. Connectors, splices, and terminations rated 600 V and less. 1.2 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing ogency acceptable to outhorities having jurisdiction, and morked for intended use. 8. Comply with NFPA 70. 1.3 CONDUCTORS AND CABLES A. Copper Conductors: Comply with NEMA WC 70. B. Conductor Insulation: Comply with NEMA WC 70 for Types THHN -THWN. C. Multi- conductor Coble: Comply with NEMA WC 70 for metal -clod cable, Type MC with ground wire. 1.4 CONDUCTOR MATERIAL APPLICATIONS A. Feeders: Solid copper for No. 12 AWG and smoller; stranded copper for No. 10 AWG and larger. B. Brunch Circuits: Copper. Solid copper for No. 12 AWG and smaller; stranded copper for No. 10 AWG and forger. 1.5 CONDUCTOR INSULATION AND MULTI - CONDUCTOR CABLE APPLICATIONS AND WIRING METHODS A. Feeders Concealed in Concrete, below Slobs -on- Grode, and Underground: Type THHN -THWN, single conductors in raceway. B. Exposed Branch Circuits, Including in Crowlspoces: Type THHN -THWN, single conductors in rocewoy. C. Branch Circuits Concealed in Ceilings, Wolfs, and Partitions: Type THHN -THWN, single conductors in raceway or Metal -clod cable, Type MC. D. Brunch Circuits Concealed in Concrete, below Slobs -on- Grade, and Underground: Type THHN -THWN, single conductors in rocewoy. 1.6 INSTALLATION OF CONDUCTORS AND CABLES A. Conceal cables in finished walls, ceilings, and floors, unless otherwise indicated. B. Install exposed cables parallel and perpendicular to surfoces of exposed structural members, and follow surface contours where possible. SECTION 16 0526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 1.1 SUMMARY A. This Section includes methods and moteriols for grounding systems and equipment. 1.2 QUALITY ASSURANCE A. Electricol Components, Devices, and Accessories: Listed and lobeled os defined in NFPA 70, Article 100, by a testing ogency occeptoble to authorities hoeing jurisdiction, and marked for intended use. B. Comply with UL 467 for grounding and bonding materials and equipment. 1`.3 APPLICATIONS A. Conductors: Install solid copper conductor for No. 12 AWG and smoller, and stranded copper conductors for No. 10 AWG and forger, unless otherwise indicated. 1.4 EQUIPMENT GROUNDING A. Install insulated equipment grounding conductors with the following items, in oddition to those required by NFPA 70: 1. Feeders and branch circuits. 2. Lighting circuits. 3. Receptocle circuits. 4. Single -phose motor and opplionce bronch circuits. SECTION 16 0529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 1.1 SUMMARY A. Section includes: 1. Hongers and supports for electricol equipment and systems. 2. Construction requirements for concrete boses. 1.2 PERFORMANCE REQUIREMENTS A. Design supports for multiple raceways copoble of supporting combined weight of supported systems and its contents. B. Design equipment supports capable of supporting combined operating weight of supported equipment and connected systems and components. 1.3 QUALITY ASSURANCE A. Comply with NFPA 70. SECTION 16 0533 - RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 1.1 SUMMARY A. This Section includes raceways, fittings, boxes, enclosures, and cabinets for electrical wiring. 1.2 OUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and lobeled as defined in NFPA 70, Article 100, by a testing ogency occeptoble to authorities having jurisdiction, and marked for intended use. B. Comply with NFPA 70. 1.3 METAL CONDUIT AND TUBING A. Rigid Steel Conduit: ANSI C80.1. B. EMT: ANSI C80.3. C. Fittings for Conduit (Including olI Types and Flexible and Liquidlight), EMT, and Coble: NEMA FB 1; listed for type and size raceway with which used, and for application and environment in which installed. 1. Conduit Fittings for Hozordous (Classified) Locations: Comply with UL 886. 2. Fittings for EMT: Steel, set- screw, or compression type. 1.4 NONMETALLIC CONDUIT AND TUBING A. RNC: NEMA TC 2, Type EPC -40 -PVC, unless otherwise indicated. B. LFNC: UL 1660. C. Fittings for RNC: NEMA TC 3; match to conduit or tubing type and D. Fittings for LFNC: UL 514B. E. Nonmetollic conduits is allowed below slob on grade only. SECTION 16 0553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS 1.1 SUMMARY A. Section Includes: 1. Identificotion for raceways. 2. Identification of power and control cables. 3. Identification for conductors. 4. Equipment identificotion labels. 5. Miscellaneous identification products. 1.2 EQUIPMENT IDENTIFICATION LABELS A. Sell- Adhesive, Engraved, Lominoted Acrylic or Melamine Lobel: Adhesive bocked, with white letters on o dork-groy background. Minimum letter height sholl be 3/8 inch. 1.3 IDENTIFICATION SCHEDULE A. Power - Circuit Conductor Identification, 600 V or Less: For conductors in vaults, pull and junction boxes, manholes, and hondholes. use color - coding conductor tope to identify the phose. 1. Color- Coding for Phose Identificotion, 600 V or Less: Use colors listed below for ungrounded conductors. a. Color shall be factory applied or field applied for sizes larger than No. 8 AWG, if authorities having jurisdiction permit. b. Colors for 208/120 -V Circuits: 1) Phose A Block. 2) Phose B: Red. 3) Phase C: Blue. B. Equipment Identification Lobels: On each unit of equipment, install unique designation label that is consistent with wiring diagrams, schedules, and the Operation and Maintenance Manual. Apply labels to disconnect switches and protection equipment, centrol or moster units, control panels, control stations, terminal cabinets. and rocks of eoch system. Systems include power. lighting, control, communication, signal, monitoring, and olorm systems unless equipment is provided with its own identification. SECTION 16 2416 - PANELBOARDS 1.1 SUMMARY A. Section includes lighting and opplionce bronch - circuit ponelboords. 1.2 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and lobeled os defined in NFPA 70, by o qualified testing agency, and marked for intended location and application. 1.3 GENERAL REQUIREMENTS FOR PANELBOARDS A. Enclosures: Flush- and surface- mounted cabinets. 1. Rated for environmental conditions at installed location. o. Indoor Dry and Clean Locotions: NEMA 250, Type 1. b. Outdoor Locations: NEMA 250, Type 3R. 2. Front: Secured to box with concealed trim clamps. For surface- mounted fronts, match box dimensions; for flush- mounted fronts, overlop box. 3. Directory Cord: Inside ponelboord door, mounted in transparent cord holder. 8. Phase, . Neutrol, and Ground Buses: Tin - ploted oluminum. C. Ponelboord Short - Circuit Current Rating: Fully rated to interrupt symmetrical short - circuit current available ot terminals. 1.4 LIGHTING AND APPLIANCE BRANCH- CIRCUIT PANELBOARDS A. Monufocturers: Subject to complionce with requirements, provide products by one of the following 1. Eaton Electrical Inc.; Cutler - Hommer Business Unit. 2. Generol Electric Compony; GE Consumer & Industrial - Electricol Distribution. 3. Siemens Energy & Automation. Inc. 4. Squore D; a brand of Schneider Electric. B. Ponelboords: NEMA PB 1, lighting and appliance brunch- circuit type. C. Moins: Circuit breoker. D. Bronch Over- current Protective Devices: Bolt -on circuit breakers, replaceable without disturbing adjacent units. Where multi -wire branch circuits are utilized provide multi -pole circuit breakers or monufocturer provided handle ties. E. Doors: Conceoled hinges; secured with flush latch with tumbler lock; keyed alike. 1.5 DISCONNECTING AND OVER- CURRENT PROTECTIVE DEVICES A. Monufoclurers: Subject to complionce with requirements, provide products by one of the following: 1. Eaton Electricol Inc.; Cutler- Hommer Business Unit. 2. Generol Electric Company; GE Consumer & Industrial - Electrical Distribution. 3. Siemens Energy & Automation, Inc. 4. Square D; o brand of Schneider Electric. B. Molded -Cose Circuit Breaker (MCCB): Comply with UL 489, with interrupting capacity to meet ovoilable fault currents. 1. Thermal- Magnetic Circuit Breakers: Inverse time- current element for low -level overloads, and inslon(oneous magnetic trip element for short circuits. Adjustoble magnetic trip setting for circuit- breaker frome sizes 250 A and larger. 2. GFCI Circuit Breokers: Single- and two -pole configurations with Closs A ground - loult protection (6 -mA trip). 3. Ground -Foult Equipment Protection (GFEP) Circuit Breokers: Closs B ground -bull protection (30 -mA trip). 1.6 INSTALLATION A. Install filler piotes hi unused spaces. B. Flush ponelboords: Stub four 1 -inch empty conduits from ponelboord into accessible ceiling spoce or space designated to be ceiling space in the future. Stub four 1 -inch empty conduits into raised floor spoce or below slob not on grode. C. Comply with NECA 1. 1.7 IDENTIFICATION A. Create a directory to indicate installed circuit foods and incorporating Owner's final room designotions. Obtain opprovol before installing. Use o computer or typewriter to create directory; handwritten directories are not acceptable. B. Ponelboord Nomeplotes: Lobel eoch ponelboord with o nameplate complying with requirements for identification specified in Division 26 Section "Identificotion for Electricol Systems." SECTION 16 2726 - WIRING DEVICES 1.1 SUMMARY A. This Section includes the following: 1. Receptocles, receptocles with integral GFCI, and ossocioted device plates. 2. Snap switches and wall -box dimmers. 3. Wall- switch occuponcy sensors. 1.2 MANUFACTURERS A. Manufacturers' Names: Shortened versions (shown in parentheses) of the following manufacturers' names ore used in other Port 2 orticles: 1. Cooper Wring Devices; o division of Cooper Industries, Inc. (Cooper). 2. Hubbell Incorporoted; Wiring Device- Kellems (Hubbell). 3. Leviton Mfg. Compony Inc. (Leviton). 4. Pass & Seymour /Legrand; Wring Devices & Accessories (Puss & Seymour). 5. Lutron Electronics. 1.3 STRAIGHT BLADE RECEPTACLES A. Convenience Receptacles, 125 V, 20 A: Comply with NEMA WD 1, NEMA WD 6 configuration 5 -20R, and UL 498. 1.4 GFCI RECEPTACLES A. General Description: Straight blade, feed- through type. Comply with NEMA WD 1. NEMA WD 6, UL 498, and UL 943, Class A, and include indicator Tight (hot is lighted when device is tripped. B. Duplex GFCI Convenience Receptacles, 125 V, 20 A 1.5 SNAP SWITCHES A. Comply with NEMA WD 1 and UL 20. B. Switches, 120/277 V, 20 A C. Dimmer switches: Use Lutron Novo To dimmers, match dimmer switch with fixture bollost. 1.6 WALL PLATES A. Single and combination types to match corresponding wiring devices. 1. Plote- Securing Screws: Metol with heod color to motch plote finish. 2. Material for Finished Spoces: Smooth, high - impact thermoplastic. moteriol. 1.7 FINISHES A. Color: Wiring device cotolog numbers in Section Text do not designate device color. 1. Wiring Devices and cover - plates: block w/ block woll plates, unless otherwise indicoted or by NFPA 70 or device listing. Architect reserves the right to request multiple device finishes. 1.5 BOXES, ENCLOSURES, AND CABINETS A. Sheet Metal Outlet and Device Boxes: NEMA OS 1. B. Cost -Metal Outlet and Device Boxes: NEMA FB 1, oluminum, Type FD, with gosketed cover. C. Nonmetollic Outlet and Device Boxes: NEMA OS 2. 1.6 RACEWAY APPLICATION A. Comply with the following indoor applications, unless otherwise indicated: 1. Exposed, Not Subject to Physical Domoge: EMT. 2. Exposed, Not Subject to Severe Physical Domoge: EMT. 3. Exposed and Subject to Severe Physical Damage; Rigid steel conduit. 4. Conceoled in Ceilings and Interior Walls and Partitions: EMT. 5. Connection to Vibrating Equipment (Including Tronsformers and Hydroulic, Pneumotic, Electric Solenoid, or Motor- Driven Equipment): FMC, except use LFMC in damp or wet Iocotions. 6. Damp or Wet Locotions: Rigid steel conduit. 7. Boxes and Enclosures: NEMA 250, Type 1, except use NEMA 250, Type 4, nonmetallic in damp or wet Iocotions. required 1.8 INSTALLATION A. Comply with NECA 1, including the mounting heights listed in that stondard, unless otherwise noted. See drawings. B. Conductors: 1. The length of free conductors ot outlets for devices sholl meet provisions of NFPA 70, Article 300, without pigtails. 2. Existing Conductors: a. Cut bock and pigtail, or replace all damaged conductors. b. Pigtoiling existing conductors is permitted provided the outlet box is large enough. 0. Receptacle Orientation: 1. Install ground pin of vertically mounted receptacles down, and on horizontally mounted receptocles to the left. E. Receptocles Connections: 1. Provide pigtails in eoch receptocle box. Do not use feed through Tugs on receptacles. SECTION 16 5100 - LIGHTING 1.1 SUMMARY A. Section Includes: 1. Interior lighting fixtures, lamps, and ballasts. 2. Emergency lighting units. 3. Exit signs. 4. Lighting fixture supports. 1.4 MANUFACTURERS A. Products: Subject to compliance with requirements. SECTION 16 6100 - FIRE -ALARM SYSTEM 1.1 SUMMARY A. Provide fire olorm devices in spoce as required by AHJ. Connect to building Fire Alarm Control Panel as required. 1.2 SYSTEM SMOKE DETECTORS A. General Requirements for System Smoke Detectors: 1. Comply with UL 268; operoting at 24 -V dc, nominal. 2. Detectors sholl be two -wire type. 3. Bose Mounting: Detector and ossociated electronic components shall be mounted in a twist -lock module thot connects to o fixed base. Provide terminals in the fixed base for connection to building wiring. 4. Self- Restoring: Detectors do not require resetting or reodjustment after actuation to restore them to normal operation. 5. Integrol Visual- Indicoting Light: LED type indicoting detector hos operoted. B. Duct Smoke Detectors: Photoelectric type complying with UL 268A. 1. Detector address sholl be occessible from fire -olorm control unit and shall be able to identify the detector's locotion within the system and its sensitivity setting. 2. Relay Fan Shutdown: Rated to interrupt ion motor - control circuit. 1.3 NOTIFICATION APPLIANCES A. General Requirements for Notification Appliances: Connected to notification opplionce signal circuits, zoned os indicated, equipped for mounting os indicoted and with screw terminols for system connections. 1. Combinotion Devices: Factory- integrated oudible and visible devices in o single - mounting assembly, equipped for mounting os indicoted and with screw terminals for system connections. B. Horns: Electric - vibrating- polorized type, 24 -V dc: with provision for housing the operoting mechanism behind o grille. Comply with UL 464. Horns shall produce o sound - pressure level of 90 dBA, meosured 10 feet from the horn, using the coded signal prescribed in UL 464 test protocol. C. Visible Notification Applionces: Xenon strobe lights comply with UL 1971, with cleor or nominal white poly - corbonote lens mounted on on aluminum faceplate. The word "FIRE" is engraved in minimum 1 -inch- high letters on the lens. 1. Rated Light Output: o. 15/30/75/110 cd, selectable in the field. 2. Mounting: WoII mounted unless otherwise indicoted. 3. For units with guords to prevent physical domoge. light Output rulings shah be determined with guards in place. 4. Flashing shall be in a temporol pottern, synchronized with other units. 5. Strobe Leads: Foclory connected to screw terminols. 6. Mounting Foceplote: Factory finished, red. 1.4 ADDRESSABLE INTERFACE DEVICE A. Description: Microelectronic monitor module, NRTL listed for use in providing o system address for alarm- initioling devices for wired opplicotions with normally open contacts. B. Integrol Relay: Capable of providing o direct signol to circuit-breoker shunt trip for power shutdown. ELECTRICAL SYMBOLS SCHEDULE FLUORESCENT FIXTURE RECESSED MOUNTED CEIUNG FIRE ALARM CONTROL PANEL L 0 FLUORESCENT FIXTURE SURFACE MOUNTED CEIUNG 0 FIRE ALARM STROBE 90' STRIP TYPE LIGHT FIXTURE CEILING $ FIRE ALARM HORN/STROBE 90' 1 1 I-0-1 CEIUNG MOUNTED STRIP TYPE LIGHT FIXTURE CEILING s� FIRE ALARM SPEAKER/STROBE gO' I-2--I WALL MOUNTED STRIP TYPE LIGHT FIXTURE CEILING 8 FIRE ALARM CEILING HORN CEIUNG 0 ROUND DOWN LIGHT TYPE UGHT FIXTURE CEILING an FIRE ALARM CE41NG STROBE MEM.ING '•O WALL MOUNT SCONCE $ TIRE ALARM CEILING HORN/STROBE CEILING 8-B TRACK LIGHTING WITH HEADS SPACED AS INDICATED 0- FIRE /SMOKE DAMPER ® EXIT LIGHT FACE /DIRECTION ARROWS AS INDICATED © FIRE ALARM ADDRESSABLE MODULE Hst EXIT LIGHT FACE/DIRECTION ARROWS AS INDICATED P(zj FIRE ALARM PULL STATION LIGHT FIXTURE ON EMERGENCY CIRCUIT 0 FIRE ALARM SMOKE DETECTOR - PHOTOELECTRIC CEILING 000 EMERGENCY BUGEYE LIGHT FIXTURE CEILING FIRE ALARM DUCT DECTECTOR a EMERGENCY DOVREIGHT TYPE LIGHT FIXTURE METER 0 $ SINGLE POLE SWITCH - LETTER INDICATES SWITCHING 4C -1 PANEL SURFACE (BRANCH) $2 $3 $4 DOUBLE POLE, 3 -WAY AND 4 -WAY SWITCHES 46. (] PANEL FLUSH (BRANCH) $PL PILOT LIGHT SWITCH 4C , TRANSFORMER $K KEY OPERATED SWITCH 46. in PUSHBUTTON - SINGLE I-0 -x x WALL BOX DIMMER SWITCH WITH TYPE AS MATED $ x TOGGLE SWITCH - MOTOR RATED TIME CLOCK 4( MOTOR LE CONTACTOR E+ FUSED DISCONNECT fa OCCUPANCY SENSOR CEIUNG MOUNTED CEILING • TELEPHOtE 1g sos OCCUPANCY SENSOR WALL SWITCH BOX MOUNTED 4C 4 TELEPHONE - WALL HUNG /"---N CONDUIT RUN EXPOSED 1a TELEPHONE - CABINET SIZE AS INDICATED c"--N CONDUIT RUN IN OR BELOW FLOOR, OR UNDER GROUND (UG) COMMUNICATIONS BOARD SIZE AS INDICATED ,•"-1‘ HOME RUN p DMA OUTLET Q wa Ips ow 'e um DUPLEX RECEPTACLE WP INDICATES WEATHERPROOF SS INDICATES STAINLESS STEEL FACEPLATE CP INDICATES CHILDPROOF RECEPTACLE DPI INDICATES DISHWASHER GD INDICATES GARBAGE DISPOSAL (SWITCHED) MICRO INDICATES MICROWAVE OVEN 1N1' v COMBINATION PHONE/DATA OUTLET (� SPEAKER -WALL MOUNTED ® SPENCER - CEILING MOUNTED i]v VOLUME CONTROL 9 FOURPLEX RECEPTACLE 18 BUZZER c CEILING MOUNT DUPLEX RECEPTACLE f BELT CFI RECEPTACLE 18' [vs] TV CUTLET - WALL MOUNTED 0 ABOVE COUNTER RECEPTACLE Q CEILING JUNCTION BOX RECESSED CEILING ABOVE WATER CFI RECEPTACLE I.Q WALL RECESSED JUNCTION BOX SPECIAL PURPOSE RECEPTACLE WALL TYPE AS NOTED it 0 FLOOR BOX WITH DEVICES INDICATED FLOOR GENERAL NOTES 1. REFER TO ARCHITECTURAL ELEVATIONS AND REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHTING FIXTURES AND DEVICES. 2. LETTER THUS: 'A" - INDICATES TYPE OF LIGHTING FIXTURES. REFER TO LIGHTING FIXTURE TYPES AS NOTED ON THE LIGHTING FIXTURE SCHEDULE. 3. VERIFY LOCATION OF' ALL FLOOR OUTLETS WITH ARCHITECT PRIOR TO ROUGH -IN. EXISTING CONCRETE FLOOR TO BE CUT AND TRENCHED AS REQUIRED. 4. DATA TELEPHONE AND TELEVISION CONDUIT SHALL BE MINIMUM 3/4 INCH UNLESS OTHERWISE NOTED ON DRAWINGS. 5. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO COMMENCEMENT OF WORK. 6. FINAL CONNECTIONS TO EQUIPMENT SHALL BE PER MANUFACTURER'S APPROVED WIRING DIAGRAMS, DETAILS, AND INSTRUCTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED. 7. ALL EMPTY RACEWAY SYSTEMS SHALL HAVE A PULLWIRE OR EOUAL AND SHALL BE IDENTIFIED AT ALL JUNCTION, PULL, AND TERMINATION POINTS, USING PERMANENT METALLIC TAGS. TAG SHALL INDICATE INTENDED USE OF' CONDUIT, ORIGINATION AND TERMINATION POINTS OF EACH INDIVIDUAL CONDUIT. 8.IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY. THE ENGINEER RESERVES THE RIGHT TO APPROVE METHODS AND MATERIALS NOT REFLECTED HEREIN. 9. CONTRACTOR SHALL REVIEW ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWINGS AND SHALL PROVIDE LIGHTS, SWITCHES, RECEPTACLES, TELEPHONE OUTLETS, EQUIPMENT CONNECTIONS. ETC., AND ASSOCIATED CIRCUITING IN NEW AND REMODELED AREAS, EVEN IF SUCH AREAS ARE NOT SHOWN ON ELECTRICAL DRAWINGS. LAYOUTS, FIXTURE TYPES, QUANTITIES, AND SPACING SHALL BE IN ACCORDANCE WITH SIMILAR AREAS ON THIS PROJECT. CONTRACTOR SHALL INCLUDE COSTS FOR THE ABOVE IN HIS BID. 10. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER. 11. WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE OF WASHINGTON, AND NATIONAL CODES AND ORDINANCES. 12. PROVIDE PERMITS AND INSPECTIONS REQUIRED. 13. GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP WHICH MAY OCCUR UNDER NORMAL USAGE FOR A PERIOD OF ONE YEAR AFTER OWNER'S ACCEPTANCE. DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST TO THE OWNER. 14. VERIFY THAT EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR TO ROUGH -IN. 15. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTS SHOW THAT WORK IS DEFECTIVE, CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT NO COST TO OWNER. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING OR FACTORY WIRING IN EQUIPMENT PROVIDED BY THIS CONTRACTOR. 17. SYSTEMS SHALL BE COMPLETE, OPERABLE, AND READY FOR CONTINUOUS OPERATION. LIGHTS, SWITCHES, RECEPTACLES, MOTORS, ETC. SHALL BE CONNECTED AND OPERABLE. 18. ALL WIRING SHALL BE INSTALLED IN LISTED METALLIC RACEWAYS. RACEWAYS IN SLAB -ON -GRADE OR BELOW GRADE SHALL BE SCHEDULE 40 PVC. TRANSITIONS FROM BELOW TO ABOVE GRADE SHALL BE WITH RIGID STEEL ELBOWS WITH PVC JACKET OR PROVIDED EQUAL PROTECTION. EMT FITTINGS SHALL BE MALLEABLE IRON OR STEEL. CONNECTORS SHALL BE INSULATED THROAT TYPE. 19. FINAL CONNECTIONS TO MOTORS, TRANSFORMERS, AND OTHER VIBRATING EOUIPMENT SHALL BE WITH LIQUID -TIGHT FLEX METAL CONDUIT AND FITTINGS. DO NOT SECURE CONDUITS, DISCONNECTS, OR DEVICES TO DUCTWORK OR MECHANICAL EQUIPMENT. 20. ALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY UL OR OTHER RECOGNIZED TESTING FACILITY. 21. ELECTRICAL CONTRACTOR SHALL PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN ALL PHASES OF THE SYSTEM, REGARDLESS OF CIRCUITING INDICATED. 22. ELECTRICAL CONTRACTOR SHALL OBTAIN A COPY OF LANDLORD'S DESIGN CRITERIA, THIS GUIDE SUPERSEDES DRAWINGS AND SPECIFICATION (i.e. MANUFACTURER, ETC.). 23. ALL RECEPTACLE OUTLETS TO BE BLACK AND COVER PLATES TO BE POLISHED NICKEL UNLESS NOTED OTHERWISE. 24. MULTI -PHASE LOADS SHALL BE PROTECTED BY MULTI -POLE CIRCUIT BREAKERS HAVING COMMON TRIP AND SINGLE HANDLE. HANDLE TIES AND TROUGH CLIPS OR PINS ARE UNACCEPTABLE. 25. MULTI -WIRE BRANCH CIRCUITS SHALL REQUIRE A MULTI -POLE BREAKER AS A MEANS TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES PER NEC 210.4(3). 26. ALL CONDUCTORS SHALL BE COPPER, TYPE 75 DEGREES C, MINIMUM SIZE jf 12. REMODELING 1. CIRCUIT NUMBERS SHOWN ON THESE DRAWINGS SHALL NOT NECESSARILY CORRESPOND TO ACTUAL CIRCUIT BREAKER NUMBERS. CONTRACTOR SHALL CONNECT TO EXISTING CIRCUIT BREAKERS ABANDONED BY DEMOLITION /REMODELING. 2. WHERE AN ELECTRICAL SYSTEM IN THE SPACE IS CALLED OUT TO BE CONNECTED WITH AN EXISTING SYSTEM THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE POINT OF CONNECTION AS WELL AS THE MEANS OF CONNECTION WITH THE EXISTING SYSTEM. CONTRACTOR SHALL PROVIDE ALL NEW HARDWARE COMPONENTS REQUIRED TO INTEGRATE THE NEW DEVICES /COMPONENTS INTO THE EXISTING HEADEND OR SYSTEM CONTROL PANEL. CONTRACTOR SHALL PROVIDE ALL SYSTEM SOFTWARE UPGRADES REOUIRED TO INCORPORATE NEW COMPONENTS INTO EXISTING SYSTEM. 3. WHEREVER THE INSTALLATION OF ELECTRICAL EQUIPMENT CONFLICTS WITH EXISTING CONDITIONS NOT MENTIONED IN THE PLANS OR THE SPECIFICATIONS. THE CONTRACTOR SHALL DETERMINE A SATISFACTORY ALTERNATIVE MEANS OF INSTALLATION AND OBTAIN APPROVAL FROM THE ENGINEER BEFORE ACTUAL EOUIPMENT INSTALLATION. 4. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY EXISTING EQUIPMENT OR CIRCUITS THAT ARE REMAINING TO BE RECONNECTED TO NEW OR EXISTING SWITCHBOARDS /PANELBOARDS. PROVIDE SWITCHES, RECEPTACLES, CONDUIT, WIRE, ETC. AS REQUIRED TO RESTORE CONTINUITY OF CIRCUIT(S). LIGHTING 1. RECESSED LIGHT FIXTURES INSTALLED IN GYP BOARD OR PLASTER CEILINGS SHALL HAVE PLASTER FRAMES INSTALLED PRIOR TO CEILING MATERIAL. 2. VERIFY TYPE OF CEILING CONSTRUCTION FOR PROPER MOUNTING OF ALL RECESSED LIGHT FIXTURES. INSTALLATION OF LIGHT FIXTURES SHALL COMPLY WITH ALL INTERNATIONAL BUILDING CODE REQUIREMENTS. 3. RECESSED LIGHTING FIXTURES INSTALLED INTO METAL SUSPENDED CEILING SYSTEMS FOR LAY -IN TILES AND PANELS SHALL BE INSTALLED AND SUPPORTED IN ACCORDANCE WITH THE INTERNATIONAL. BUILDING CODE ASTM C635 AND C636. 4. FIXTURES INSTALLED IN 'LIGHT -DUTY CEILING SYSTEMS" SHALL HAVE SEPARATE SUPPORTING MEMBERS. FIXTURES INSTALLED IN "INTERMEDIATE -DUTY AND HEAVY -DUTY CEILING SYSTEMS" SHALL HAVE SEPARATE SUPPORTING MEMBERS WHEN THE WEIGHT OF THE FIXTURES EXCEEDS THE DEFLECTION AND ROTATION REOUIREMENTS OF ASTM C636 2.7.2,3 & 4. 5. REFER TO REFLECTED CEILING PLAN FOR EXACT LOCATION AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES WITHIN THE ENTIRE TENANT SPACE. 6. ELECTRICAL CONTRACTOR SHALL MAKE FINAL ADJUSTMENTS OF' ADJUSTABLE DOWNLIGHTS ALONG WITH "THE ART OF SHAVING" REPRESENTATIVE. 7. EMERGENCY FIXTURES AND EXIT LIGHTS SHALL BE FED VIA UNSWITCHED HOT CIRCUIT. FIRE ALARM 1. FIRE ALARM SYSTEM. CONTRACTOR SHALL PROVIDE CONDUIT FOR DEVICES, COORDINATE WITH MALL VENDOR. COMMUNICATIONS 1. BOXES FOR TELEPHONE, TV, DATA, WIRING DEVICES, ETC. SHALL BE MINIMUM TWO GANG WITH SINGLE GANG MUD RING. 2. SOUND SYSTEM. CONTRACTOR SHALL PROVIDE ALL CONDUIT, J- BOXES, AND WIRING FOR SOUND SYSTEM SPEAKERS TO AMPLIFIER LOCATION. CONDUIT SHALL BE A MINIMUM OF 3/4" UNLESS NOTED. OWNER TO FURNISH MUD -RINGS FOR SPEAKERS FOR CONTRACTOR TO INSTALL COORDINATE WITH TENANT. 3. SECURITY SYSTEM. CONTRACTOR SHALL PROVIDE ALL CONDUIT, AND J -BOXES (MINIMUM TWO -GANG) FOR A COMPLETE RACEWAY SYSTEM. CONDUIT SHALL BE A MINIMUM OF 3/4" UNLESS NOTED. SECURITY SYSTEM CONTRACTOR SHALL INSTALL SECURITY PANELS, CAMERAS, WIRE, SECURITY DEVICES, ETC. RECEIVED APR 3 02012 PERMIT CENTER PARp'%0 BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON, ARCHITECT 219 N. 2ND ST., SUITE 301 MINNEAPOLIS, MN 55401 PHONE: (612) 338 -6677 FAX: (612) 338 -2995 E -MAIL: info@cmarch.com CONTACT: PHILIP FOSTER pfoster@cmarch.com CONSULTANTS: EMANUELSON -PODAS MECHANICAL / ELECTRICAL 10401 BREN RD. EAST MINNETONKA, MN 55343 952 - 930 -0050 SCOTT VANDER HEIDEN SEAL: MATTHEW W. FULTS SIGNATURE 04-25-2012 DATE ISSUED 45451 REG. NO. SOUTHCENTER MALL 632 SOUTHCENTER MALL SEATTLE, WA 98188 SHEET TITLE: ELECTRICAL TITLE SHEET REVISIONS: NO: DATE: BY: P ROJECT NO: 3292.0034 D RAWN BY: KO E1 .1 PYRIGHT BRUCE M. CARLSON, AIA 2012 1:25: 56 PM 1 c 0 0 a w O O N rn (NI 0 O.) c 0 t _J 0 rn 0 1- O O (i rn N M N 0 0 Y C :: lT:-::: /1:::::- /I _ll :: :::, I I L J Cc) 1 "C -318 A -1 A 24,26 Q61 A -3 A -5 Air `i - E II hI►EI 1'1! i Ft! GFCI 1 E gM Y VIA C "......._. V_.._..:.sa .........Y......... AK e44 CA) 1 A -22 A -20 ELECTRICAL CONTRACTOR TO CREATE AND SUBMIT FIRE ALARM DRAWINGS TO BUILDING DEPARTMENT AS A DEFERRED SUBMITTAL. POWER AND SPECIAL SYSTEMS PLAN 1/4 " =1' -0" I I L 1 ELECTRICAL RECEPTACLES (DUPLEX & QUAD) - TO BE BLACK. DUPLEX RECEPTACLE COVERS - /R- O10CA -N -13, COLOR IS POLISHED NICKEL BY HOUSEOFANTIQUEHARDWIRE.COM. QUADPLEX RECEPTACLE COVERS - IIR- 010CA -N -14, COLOR IS POLISHED NICKEL BY HOUSEOFANTIQUEHARDWIRE.COM. CIRCUIT NUMBERS SHOWN ARE FOR REFERENCE ONLY AND ARE ONLY MEANT TO SHOW DESIGN INTENT. UTILIZE EXISTING CIRCUITS, SPARES, OR PROVIDE NEW BREAKERS AS NEEDED. I8 C2 A -13 A-13 X • 3 A-13 • EXIST PNL A • • C2 A -13 A -115 O 0! IN L43 A A A15 — A'5_.... ®a _ 1 L LIGHTING PLAN 1/4 " =1' -0" EXIT AND EMERGENCY LIGHT FIXTURE TYPES AND LOCATIONS ARE SUBJECT TO BUILDING DEPARTMENT AND FIRE DEPARTMENT APPROVAL. KEYNOTES POWER O PROVIDE "TYPED" PANEL DIRECTORY PER SPECIFICATIONS, DRAWINGS, AND LOADS BEING SERVED. O2 GENERAL CONTRACTOR TO INSTALLS THE LOW VOLTAGE DATA CABLING FROM THE PHONE BOARD TO THE CASH WRAP, AND THEY MUST TERMINATE THE LINES AT THE WRAP. ONE JACK FOR PHONE AND TWO FOR DATA, FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. O3 PROVIDE DUPLEX RECEPTACLE FLUSH MOUNTED IN SHOW WINDOW CEILING, RECEPTACLE COLOR TO BE WHITE AND COVER -PLATE COLOR TO BE WHITE. O JUNCTION BOX FOR DATA/TELEPHONE AND POWER, COORDINATE WITH FURNITURE DRAWING. 05 SOUND SYSTEM AMPLIFIER, COORDINATE EXACT LOCATION AND MOUNTING HEIGHT WITH ART OF SHAVING REPRESENTATIVE. VERIFY SHELF SIZE WITH OWNER. O9 PROVIDE RECESSED DUPLEX RECEPTACLE OUTLET, FLUSH MOUNTED HORIZONTALLY. EXACT LOCATION AND HEIGHT TO BE FIELD VERIFY AND PROVIDED BY FIXTURE VENDOR AND INSTALLED BY ELECTRICAL CONTRACTOR. FEED VIA TIME CLOCK TO CONTROL TYPE "F" LIGHT FIXTURES. 10 COORDINATE INSTALLATION OF ALL RECEPTACLES WITH FURNITURE PLAN PRIOR TO ROUGH -IN. REFRIGERATION UNIT (REMOTE WATER CHILLER), 1 FCU -1: EXISTING HVAC UNIT AND ALL ASSOCIATED COMPONENTS, DISCONNECT SWITCH, DUCT DETECTORS, O EXISTING 2' X 4' X r TELEPHONE BOARD WITH DEDICATED DOUBLE DUPLEX RECEPTACLE AND CIRCUIT WITH ISOLATED GROUND TO REMAIN. VERIFY SYSTEM GROUNDING AND ALL OTHER REQUIREMENTS WITH LOCAL TELEPHONE COMPANY. EXTEND 1" CONDUIT WITH PULLWIRE FROM SERVICE ENTRANCE AT DEMISING WALL TO TELEPHONE BOARD. FIELD VERIFY EXACT LOCATION. 07 3/4" CONDUIT WITH WIRING TO EACH DATA AND TELEPHONE OUTLET, COORDINATE TENANT WIRING REQUIREMENTS PRIOR TO ROUGH -IN. JUNCTION BOXES SHALL BE RECESSED IN WALL FOR POWER, DATA & VOICE OUTLETS. ROUTE CABLES INTO CASH/WRAP (FOR EXACT LOCATION, REFER TO "FIXTURE FLOOR PLAN"). INSTALL OUTLETS WITHIN THE CABINET AS SHOWN ON CASH WRAP FIXTURE DETAIL 3/E1.2. r CONDUIT TO ELECTRICAL CLOSET 3 NO SCALE \ GC TO PROVIDE AND INSTALL THE JACKS r I L-- - -I --1 1 CASH DRAWER L J I I / \ / 1 1 ' 1 1 r - -/ ".".".9"" �. - - -' - I '' APC 'RaIITF�}F • i, S PRINTER I irk 11 13C -1 1. yi' 11 1 - - -- ,may 1' I / 1 1 1 EXISTING WATER HEATER TO REMAIN. SURGE PROTECTOR ATTACHED TO BACK PANEL QUAD RECEPTACLE BY EC CASH WRAP ELEVATION KEYNOTES LIGHTING 16 17 18 19 20 21 PROVIDE CONNECTION TO 208 VOLT SINGLE PHASE. 8.3 KW WATER HEATER (EWH -1). VERIFY LOCATION OF WATER HEATER WITH MECHANICAL CONTRACTOR. LANDLORD SHALL FURNISH AND INSTALL FIRE ALARM JUNCTION BOX FOR CONNECTION TO TENANT'S FIRE ALARM DEVICES. FIELD VERIFY EXACT LOCATION PRIOR TO INSTALLATION. PROVIDE FIRE ALARM DEVICES AS SHOWN. MATCH LANDLORD'S MANUFACTURER AND SPECIFICATIONS. VERIFY CONNECTION POINT WITH LANDLORD'S REPRESENTATIVE. CONNECT TO LANDLORD'S FIRE ALARM SYSTEM. VERIFY ALL REQUIREMENTS WITH LANDLORD PRIOR TO INSTALLATION. CU -1: EXISTING HVAC UNIT AND ALL ASSOCIATED COMPONENTS, DISCONNECT SWITCH, AND ETC. ON ROOF EXISTING TO REMAIN. EXISTING DUCT SMOKE DETECTOR PROVIDE IN RETURN AIR DUCT TO REMAIN. COORDINATE ALL REQUIREMENT WITH LANDLORD. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL REMOTE TEST SWITCH WITH VISUAL /AUDIBLE INDICATION AT MANAGER'S DESK. TEST SWITCH TO BE AIR PRODUCTS AND CONTROLS INC. CATALOG NUMBER MSR- 100R /R OR EQUAL. COORDINATE ALL REQUIREMENT WITH LANDLORD. VII, I 2.0 0 PROVIDE "TYPED" PANEL DIRECTORY PER SPECIFICATIONS, DRAWINGS, AND LOADS BEING SERVED. 20 ELECTRICAL CONTRACTOR TO PROVIDE JUNCTION BOX WITH TOGGLE DISCONNECT SWITCH WITHIN 5 FEET OF SIGN IN CONCEALED SPACE. SIGN FURNISHED AND INSTALLED BY SIGN CONTRACTOR. FINAL CONNECTION OF SIGN BY ELECTRICAL CONTRACTOR. SEE ARCHITECTURAL PLANS FOR SIGN LOCATION TO DETERMINE CONDUIT AND ROUTING. ALL OUTLETS, BOXES, CONDUIT, ETC. SHALL BE CONCEALED FROM VIEW. COORDINATE EXACT LOCATION WITH TENANT PRIOR TO ROUGH -IN. DO NOT INSTALL UNTIL NEW STOREFRONT PERMIT IS APPROVED BY CITY. SIGN TO BE CONTROLLED BY TENANT'S TIME CLOCK AND PROVIDE LOCK OFF DEVICE ON CIRCUIT BREAKER. CONTRACTOR SHALL COORDINATE LIGHTING WITH MECHANICAL CONTRACTOR TO PREVENT DUCTWORK & PIPING INTERFERENCE WITHIN ENTIRE WORK AREA. REFER TO REFLECTED CEILING PLAN FOR EXACT LOCATION AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES WITHIN THE ENTIRE TENANT SPACE. SPEAKERS, WIRING AND ALL ASSOCIATED WITH SOUND SYSTEM IS FURNISHED AND INSTALLED BY VENDOR. GENERAL CONTRACTOR TO INSTALL CONDUIT IF REQUIRED PER LOCAL CODE. INSTALL FIXTURE ABOVE TRIM. COORDINATE WITH ARCHITECTURAL ELEVATIONS. 07 WALL MOUNTED ULTRASONIC OCCUPANCY SENSOR, USE WATT- STOPPER: 1UW -100 OR EQUAL. O ALL LIGHT SWITCHES TO BE BLACK. SWITCH PLATES TO BE - RO1OCA -N -T, RO1OCA -N -2T. RO1OCA -N -3T, RO1OCA -N -4T, COLOR IS POLISHED NICKEL BY HOUSEOFANTIOUEHARDWARE.COM. O EXISTING EXHAUST FAN TO REMAIN. BARBER POLE, VERIFY EXACT LOCATION WITH ARCHITECTURAL DRAWINGS. USE SLIM LINE JUNCTION BOX. GENERAL NOTES 1. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2. ALL EXIT SIGNS AND NIGHT LIGHTS SHALL BE FED FROM BRANCH CIRCUIT NO. 30 (U.N.O.) AND CIRCUIT BREAKER SHALL HAVE "LOCKED -ON" DEVICE. 3. DISCONNECT SWITCHES SHALL BE TYPE "HD" (HEADY DUTY) BY G.E. OR LANDLORD APPROVED EQUAL. . ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT, THE USE OF CABLE IS NOT PERMITTED. 5. EXISTING CONDUIT TO BUILDING'S TELEPHONE ROOM TO REMAIN, EXTEND TO NEW TELEPHONE BACKBOARD. 6. ELECTRICAL CONTRACTOR SHALL PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN ALL PHASES OF THE SYSTEM, REGARDLESS OF CIRCUITING INDICATED. 7. ALL WIRING SHALL BE IN RIGID OR EMT CONDUIT, FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTIONS FROM OUTLET BOXES TO LIGHT FIXTURES, MOTORS, APPLIANCES, ETC. MAX LENGTH 6 FEET, NO BX, ROMEX, ARMORED CABLE, ETC. ALLOWED. REMOVE ALL EXISTING ELECTRICAL EQUIPMENT, FIXTURES, SYSTEMS, CONDUIT AND WIRE, ETC. NOT BEING REUSED, DO NOT ABANDON. 9. ELECTRICAL CONTRACTOR SHALL OBTAIN A COPY OF LANDLORD'S DESIGN CRITERIA, THIS GUIDE SUPERSEDES DRAWINGS AND SPECIFICATION (i.e. MANUFACTURER, ETC.). 10. REFER TO "FIXTURE" DRAWINGS FOR EXACT LOCATION OF ELECTRICAL DEVICES PRIOR TO ROUGH -IN, COORDINATE WITH MILL WORK TRADES. FIRE ALARM DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH NFPA 72 AND ADA. ALL FIRE ALARM WIRING SHALL BE IN CONDUIT OR AS ALLOWED BY NEC. ELECTRICAL CONTRACTOR TO PROVIDE AUTHORITY HAVING JURISDICTION WITH FIRE ALARM SYSTEM INSTALLATION PLANS, FOR APPROVAL, PRIOR TO INSTALLATION. 14. ALL RECEPTACLE OUTLETS TO BE BLACK AND COVER PLATES TO BE POLISHED NICKEL UNLESS NOTED OTHERWISE. 15. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL FIRE ALARM DEVICES WITH THE BUILDING'S EXISTING FIRE ALARM CONTROL SYSTEM. 16. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL SECURITY SYSTEM DEVICES AND REQUIREMENTS WITH THE BUILDING'S EXISTING SECURITY SYSTEM. RECEIVED 17. ALL EXISTING SWITCHES AND RECEPTACLES TO BE REPLACED WITH NEW BLACK SWITCHES AND RECEPTACLES. APR 3 0 2012 PERMIT CENTE s-% 14A° BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON, ARCHITECT 219 N. 2ND ST., SUITE 301 MINNEAPOLIS, MN 55401 PHONE: (612) 338 -6677 FAX: (612) 338 -2995 E —MAIL: info@cmarch.com CONTACT: PHILIP FOSTER pfoster @cmarch.com CONSULTANTS: EMANUELSON —PODAS MECHANICAL / ELECTRICAL 10401 BREN RD. EAST MINNETONKA, MN 55343 952 - 930 -0050 SCOTT VANDER HEIDEN SEAL: MATTHEW W. FULTS SIGNATURE 04 -25 -2012 DATE ISSUED 45451 REG. NO. SOUTHCENTER MALL 632 SOUTHCENTER MALL SEATTLE, WA 98188 SHEET TITLE: LIGHTING AND POWER PLAN REVISIONS: NO: DATE: 4 -25 -2012 B Y: CITY COMMENTS PROJECT NO: 3292.0034 DRAWN BY: KO E1.2 COPYRIGHT BRUCE M. CARLSON, AIA 2012 0 N t!i N Southcenter Seattle WA \3292.0034 K: \Projects \3292.0034 LANDLORD NOTES: VERIFY ANY DEMOLITION WORK. AND ANY NEW WORK, REOUIRED BY THE LANDLORD THAT IS NOT SHOWN ON PLANS WITH LANDLORD'S DIRECTOR OR OPERATIONS, PRIOR TO BID. VERIFY ANY WORK REQUIRED TO PROTECT LANDLORD AND TENANT FIRE ALARM/LIFE SAFETY SYSTEM WIRING AND DEVICES. SPRINKLER PIPING, DUCTWORK, PLUMBING, COMMUNICATION SYSTEM WIRING, ETC. DURING DEMOLITION AND NEW CONSTRUCTION WITH LANDLORD'S CONTROLS ENGINEER AND THE TENANT'S ARCHITECT PRIOR TO BID /START OR WORK. VERIFY CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE AND AMENDMENTS ADOPTED BY THE MALL AND CITY PRIOR TO BID. VERIFY FIRE ALARM SYSTEM REQUIREMENTS WITH THE FIRE DEPT., THE TENANT'S ARCHITECT AND LANDLORD PRIOR TO BID. REUSE OF EXISTING DEVICES, ETC. 15 SUBJECT TO APPROVAL BY THE FIRE DEPT. AND THE TENANT'S ARCHITECT. VERIFY ANY SERVICE /MAINTENANCE/NEW WORK REOUIRED PRIOR TO BID. ALL ARE ALARM SYSTEM /LIFE SYSTEM WIRING MUST BE INSTALLED IN METAL CONDUIT. RECOMMEND PROVIDE RED CONDUIT, JUNCTION BOX, ETC. ALL UGHTING FIXTURES, EQUIPMENT, DEVICES, ETC. SHALL BE U.L. LISTED. ALL WORK AND MATERIALS SHALL BE ACCORDANCE WITH THE LANDLORD'S MECHANICAL /ELECTRICAL DESIGN CRITERIA. ALL CONTRACTORS SHALL OBTAIN A COPY FROM THE LANDLORD'S TENANT COORDINATOR OR MALL OPERATIONS MANAGER AND BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED WITH PRIOR TO BIDDING THE JOB. WHERE LANDLORD'S REQUIREMENTS CONFLICT WITH CODES OR ORDINANCES, THE STRICTEST INTERPRETATION SHALL APPLY. BASEMENT/TENANT SPACE /GARAGE BELOW. CHANNELING, SAW CUTTING, ETC. OF FLOOR SLAB IS NOT ALLOWED. VERIFY THE FOLLOWING LANDLORD REOUIREMENTS WITH LANDLORD'S CONTROL BUILDING ENGINEER PRIOR TO BID, FLOOR SLAB CORING, CONDUIT ROUTING IN SPACE BELOW FLOOR SLAB PATCHING AND SEALING. MAY BE REQUIRED TO PERFORM RADAR/ SONAR /X -RAY VERIFICATION SURVEY OF FLOOR SLAB - MUST PERFORM SURVEY IN AREA WITH POST - TENSIONED FLOOR SLAB. VERIFY LANDLORD APPROVED METHOD FOR ATTACHING TO BUILDING STRUCTURE WITH HANGING /SUPPORTING TRANSFORMERS, FIXTURES, CONDUIT AND ETC. WITH THE TENANT'S ARCHITECT AND LANDLORD PRIOR TO BID. ATTACHING TO ROOF DECK OR UPPER LEVEL FLOOR SLAB IS NOT ALLOWED. MAY BE REQUIRED TO SUBMIT DETIAL/PLAN TO LANDLORD STRUCTURAL ENGINEER FOR APPROVAL AT THE TENANT'S EXPENSE. PROVIDE ACCESS TO ANY LANDLORD AND TENANT EQUIPMENTS LOCATED ABOVE GYP BOARD CEILING AND ACCESS PANEL LOCATIONS WITH THE TENANT'S ARCHITECT, BUILDING ENGINEER AND LANDLORD PRIOR TO BID /START OR WORK. ALL SAW CUTTING /CORING OF MALL FLOORING MUST BE COORDINATED WITH MALL ON -SITE REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. X -RAYS OF PROPOSED FLOOR AREA MAY BE REQUIRED PER MALL MANAGEMENT BY A LANDLORD APPROVED LICENSED X -RAY CONTRACTOR. VERIFY WITH MALL ON -SITE REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. EXISTING LANDLORD 120/208 VOLT 3 PHASE 4 WIRE DISTRIBUTION CTR EXISTING METER AND SOCKET TO REMAIN. REPORT ANY DIFFERENCE TO OWNER'S REPRESENTATIVE PRIOR TO BIDDING. EXISTING DISCONNECT SWITCH REPORTED TO BE 100 AMP, 120/208 VOLT, 3 PHASE 4 WIRE. REPORT ANY DIFFERENCE TO OWNER'S REPRESENTATIVE PRIOR TO BIDDING. LIGHT FIXTURE SCHEDULE FIXTURE DESIGNATION DESCRIPTION PANEL SCHEDULE TOTAL WATTAGE PANEL: Exist A LOCATION: STOCK VOLTS: 208 Y/ 120 PH: 3 W: 4 AMPS MAIN BREAKER 100 AIC RATING: 10,000 MOUNT: SURFACE FED FROM: Landlord distribution center CIRCUIT DESCRIPTION MANUFACTURER LOAD KVA CKT BKR P CIR # P H CIR # 120 P CKT BKR LOAD KVA CIRCUIT DESCRIPTION 4 " DIAMETER DOWN LIGHTING, INTEGRAL ELECTRONIC BALLAST, SPECULAR CLEAR REFLECTOR RECEPT 35 120 0.36 20 1 1 A B C A B C A B C A B C A B C 2 52 1 20 0.72 RECEPTS E RECEPT SURFACE MTD TRACK 44 0.18 20 1 3 4 LINEAR LED FIXTURE UNDER CABINET, FURNISHED AND INSTALLED BY FIXTURE MANUFACTURER 1 20 0.72 RECEPTS LED REFRIGERATION UNIT NOTE 1 RECESSED ADJUSTABLE WALL WASH, LOW VOLTAGE 4" TRIM TYPE "H" FIXTURES FURNISHED AND INSTALLED BY GENERAL CONTRACTOR, INCLUDING THE ONES IN THE BARBER SPA FIXTURE. 0.20 20 1 5 6 CON -TECH LIGHTING LVR16 -TE CTR1614 -P -CLR 1 20 0.18 FLOOR RECEPT 120 EXUT /EM/NL NOTE 1 BARBICAN ARCHITECTURAL PRODUCTS BAR- PL -M -AOS -14002 0.21 20 1 7 8 1 20 0.36 SHOW WINDOW RECEPT SURFACE MTD STOREFRONT LIGHTS NOTE 1/2 - 0.30 20 1 9 10 54 1 20 0.72 CASHWRAP RECEPT STOREFRONT SIGN NOTE 1/2 1.20 20 1 11 12 1 20 0.72 CASHWRAP RECEPT STOCK LIGHTS NOTE 1 0.46 20 1 13 14 1 20 0.56 CASEWORK RECEPTS. NOTE 1/2 SALES LIGHTS NOTE 1 0.97 20 1 15 16 1 20 0.56 CASEWORK RECEPTS. NOTE 1/2 BARBER POLE 0.20 20 1 17 18 1 20 0.36 SOUND SYSTEM NOTE 1 EX RTU RECEPT NOTE 1 0.18 20 1 19 20 1 20 0.36 TTB NOTE 1 EXIST WATER HEATER NOTE 1 2.00 20 1 21 22 1 20 0.20 TIMECLOCK NOTE 1 EXIST FCU NOTE 1 3.64 40 2 23 24 2 40 4.15 EWH -1 NOTE 1 - - 3.64 - - 25 26 - - 4.15 -- SPACE 27 28 2 20 1.39 EXIST CU NOTE 1 SPACE 29 30 - - 1.39 - - LOAD SUMMARY: CONNECTED E.M.D. CALCULATED CONNECTED PHASE LOADING LIGHTING LARGEST MOTOR REMAINING MOTORS RECEPTACLES KITCHEN EQUIPMENT OTHER & MISC ELECTRIC HEATING SPARE / SPACE 3.54 KVA 7.28 KVA 2.97 KVA 5.58 KVA 0.00 KVA 10.70 KVA 0.00 KVA 0.00 KVA 4.42 KVA (125 %) 9.10 KVA (125 %) 2.97 KVA (100 %) 158 KVA ( 50% > 10KVA) 0.00 KVA (65 %) 10.70 KVA (100 %) 0.00 KVA (100 %) 0.00 KVA (100 %) PHASE A: 11 KVA PHASE B: 7.04 KVA PHASE C: 12 KVA NOTES: 1. PROVIDE LOCK -ON DEVICE 2. VIA TIME SWITCH TOTALS 30.07 KVA 83.47 AMPS 32.78 KVA 90.98 AMPS LANDLORD NOTES: VERIFY ANY DEMOLITION WORK. AND ANY NEW WORK, REOUIRED BY THE LANDLORD THAT IS NOT SHOWN ON PLANS WITH LANDLORD'S DIRECTOR OR OPERATIONS, PRIOR TO BID. VERIFY ANY WORK REQUIRED TO PROTECT LANDLORD AND TENANT FIRE ALARM/LIFE SAFETY SYSTEM WIRING AND DEVICES. SPRINKLER PIPING, DUCTWORK, PLUMBING, COMMUNICATION SYSTEM WIRING, ETC. DURING DEMOLITION AND NEW CONSTRUCTION WITH LANDLORD'S CONTROLS ENGINEER AND THE TENANT'S ARCHITECT PRIOR TO BID /START OR WORK. VERIFY CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE AND AMENDMENTS ADOPTED BY THE MALL AND CITY PRIOR TO BID. VERIFY FIRE ALARM SYSTEM REQUIREMENTS WITH THE FIRE DEPT., THE TENANT'S ARCHITECT AND LANDLORD PRIOR TO BID. REUSE OF EXISTING DEVICES, ETC. 15 SUBJECT TO APPROVAL BY THE FIRE DEPT. AND THE TENANT'S ARCHITECT. VERIFY ANY SERVICE /MAINTENANCE/NEW WORK REOUIRED PRIOR TO BID. ALL ARE ALARM SYSTEM /LIFE SYSTEM WIRING MUST BE INSTALLED IN METAL CONDUIT. RECOMMEND PROVIDE RED CONDUIT, JUNCTION BOX, ETC. ALL UGHTING FIXTURES, EQUIPMENT, DEVICES, ETC. SHALL BE U.L. LISTED. ALL WORK AND MATERIALS SHALL BE ACCORDANCE WITH THE LANDLORD'S MECHANICAL /ELECTRICAL DESIGN CRITERIA. ALL CONTRACTORS SHALL OBTAIN A COPY FROM THE LANDLORD'S TENANT COORDINATOR OR MALL OPERATIONS MANAGER AND BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED WITH PRIOR TO BIDDING THE JOB. WHERE LANDLORD'S REQUIREMENTS CONFLICT WITH CODES OR ORDINANCES, THE STRICTEST INTERPRETATION SHALL APPLY. BASEMENT/TENANT SPACE /GARAGE BELOW. CHANNELING, SAW CUTTING, ETC. OF FLOOR SLAB IS NOT ALLOWED. VERIFY THE FOLLOWING LANDLORD REOUIREMENTS WITH LANDLORD'S CONTROL BUILDING ENGINEER PRIOR TO BID, FLOOR SLAB CORING, CONDUIT ROUTING IN SPACE BELOW FLOOR SLAB PATCHING AND SEALING. MAY BE REQUIRED TO PERFORM RADAR/ SONAR /X -RAY VERIFICATION SURVEY OF FLOOR SLAB - MUST PERFORM SURVEY IN AREA WITH POST - TENSIONED FLOOR SLAB. VERIFY LANDLORD APPROVED METHOD FOR ATTACHING TO BUILDING STRUCTURE WITH HANGING /SUPPORTING TRANSFORMERS, FIXTURES, CONDUIT AND ETC. WITH THE TENANT'S ARCHITECT AND LANDLORD PRIOR TO BID. ATTACHING TO ROOF DECK OR UPPER LEVEL FLOOR SLAB IS NOT ALLOWED. MAY BE REQUIRED TO SUBMIT DETIAL/PLAN TO LANDLORD STRUCTURAL ENGINEER FOR APPROVAL AT THE TENANT'S EXPENSE. PROVIDE ACCESS TO ANY LANDLORD AND TENANT EQUIPMENTS LOCATED ABOVE GYP BOARD CEILING AND ACCESS PANEL LOCATIONS WITH THE TENANT'S ARCHITECT, BUILDING ENGINEER AND LANDLORD PRIOR TO BID /START OR WORK. ALL SAW CUTTING /CORING OF MALL FLOORING MUST BE COORDINATED WITH MALL ON -SITE REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. X -RAYS OF PROPOSED FLOOR AREA MAY BE REQUIRED PER MALL MANAGEMENT BY A LANDLORD APPROVED LICENSED X -RAY CONTRACTOR. VERIFY WITH MALL ON -SITE REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. EXISTING LANDLORD 120/208 VOLT 3 PHASE 4 WIRE DISTRIBUTION CTR EXISTING METER AND SOCKET TO REMAIN. REPORT ANY DIFFERENCE TO OWNER'S REPRESENTATIVE PRIOR TO BIDDING. EXISTING DISCONNECT SWITCH REPORTED TO BE 100 AMP, 120/208 VOLT, 3 PHASE 4 WIRE. REPORT ANY DIFFERENCE TO OWNER'S REPRESENTATIVE PRIOR TO BIDDING. LIGHT FIXTURE SCHEDULE FIXTURE DESIGNATION DESCRIPTION MOUNTING TOTAL WATTAGE VOLTAGE LAMPS MANUFACTURER QUANTITY TYPE A RECESSED 2 HEAD MR16 METAL HALIDE ADJUSTABLE ACCENT LIGHT, INTEGRAL ELECTRONIC BALLAST, WHITE TRIM CEILING RECESSED 48 120 2 20 WATT MR16 CERAMIC METAL HALIDE FLOOD 30 °, 3000K, 81CRI GE #CMH2OMR16 /830 /FL CON -TECH RAN2016MH- X2- P -120V B 4 " DIAMETER DOWN LIGHTING, INTEGRAL ELECTRONIC BALLAST, SPECULAR CLEAR REFLECTOR CEILING RECESSED 35 120 1 35 WATT MR16 NARROW FLOOD 25° CON -TECH LVR16 -TE CTR1602 -P -CLR C2 4' LINEAR FLUORESCENT CHANNEL, CHAIN HUNG AT 12' AFF WITH WIRE GUARD CHAIN HUNG AT 12' AFF 52 120 2 32 WATT T8 LINEAR FLUORESCENT 3000K, 85CRI PHILIPS #F32T81TL830 /PLUS /ALTO METALUX SSF- 232- UNV -WG /SSF -4FT E TRACK MOUNTED PAR20 METAL HALIDE ADJUSTABLE TRACK HEAD, INTEGRAL ELECTRONIC BALLAST, WHITE FINISH, TRACK LENGTH AS INDICATED ON DRAWING SURFACE MTD TRACK 44 120 1 39 WATT PAR 30 CERAMIC METAL HALIDE, 3000K, 81 CRI PHILIPS #CDM35/PAR30UMIFU3KIALTO CON -TECH CTL80292039MH -P LT -2 -P, LT -4-P, LT 6-P AS REQUIRED F LINEAR LED FIXTURE UNDER CABINET, FURNISHED AND INSTALLED BY FIXTURE MANUFACTURER UNDER CABINET 120 6 LED HERA LIGHTING H RECESSED ADJUSTABLE WALL WASH, LOW VOLTAGE 4" TRIM TYPE "H" FIXTURES FURNISHED AND INSTALLED BY GENERAL CONTRACTOR, INCLUDING THE ONES IN THE BARBER SPA FIXTURE. CEILING RECESSED 35 120 1 NARROW FLOOD 25° CON -TECH LIGHTING LVR16 -TE CTR1614 -P -CLR P1 PENDANT MOUNTED SELF - BALLASTED COMPACT FLUORESCENT DECORATIVE CYLINDER PENDANT MTD 7' -6" B.O. FIXTURE 70 120 5 14 WATT SELF BALLASTED COMPACT FLUORESCENT , 2700K, 82CRI PHILLIPS #EUA SWP 14W BARBICAN ARCHITECTURAL PRODUCTS BAR- PL -M -AOS -14002 X SINGLE FACE EXIT SIGN , LED NICAD BATTERY SURFACE MTD 120 L.E.D. LITHONIA LRP LED 1 120/277 EL N X1 SINGLE FACE EXIT SIGN, LED NICAD BATTERY SURFACE MTD 120 - L.E.DJ(2)6W,6V HALOGEN LITHONIA LHQM- S- W- 3- R -HO -RO W /ELA MR24 K0906 X2 UNIVERSAL MOUNTED RECESSED EMERGENCY LIGHT WITH EMERGENCY BATTERY PACK, TWO, 12WATT TUNGSTEN LAMPS, MFGR: SURFACE MTD 54 120 2 27 W TUNGSTEN LITHONIA ELM627 1. ALL LIGHTING FIXTURES, EQUIPMENT, DEVICES, ETC. SHALL BE U.L. LISTED. 2. ALL LIGHT FIXTURES, EQUIPMENT, WIRING METHODS, ETC. WITHIN A CEILING RETURN AIR PLENUM SHALL BE "PLENUM RATED /APPROVED" AS REQUIRED BY BUILDING DEPARTMENT. VERIFY ANY /ALL REQUIREMENTS WITH THE BUILDING DEPARTMENT . 3. EXIT AND EMERGENCY LIGHT FIXTURE TYPES AND LOCATIONS ARE SUBJECT TO BUILDING DEPARTMENT AND FIRE DEPARTMENT APPROVAL. 4. ALL GENERAL LIGHTING IS SUPPLIED BY THE GENERAL CONTRACTOR. 5. DECORATIVE FIXTURES "P1" ARE FURNISHED BY TENANT AND INSTALLED BY GENERAL CONTRACTOR. 6. LED FIXTURE TYPE "F" ARE SUPPLIED BY FIXTURE MANUFACTURER. GENERAL CONTRACTOR TO COORDINATE ALL ELECTRICAL REQUIREMENT. LANDLORD .LEASE LINE TENANT'S SPACE E.C. TO VISIT EXISTING SPACE AND SURVEY EXISTING CONDITIONS PRIOR TO BID. VERIFY EXISTING CONDUIT /CONDUCTORS /METERING AND ROUTING OF CONDUIT TO LANDLORD'S SPACE. REPORT ANY DISCREPANCIES TO ELECTRICAL DESIGNER. CONTACT LANDLORD'S ELECTRICAL CONTRACTOR TO GAIN ACCESS TO LANDLORD ELECTRICAL DISTRIBUTION ROOM IN ORDER TO TURN OFT SERVICE FOR EXISTING SPACE. THIS RISER DIAGRAM REPRESENTS (AS ACCURATELY AS POSSIBLE) THE EXISTING ELECTRICAL DISTRIBUTION SYSTEM. FIELD VERIFY ALL SIZES OF EQUIPMENT, CONDUCTORS, FUSES, ETC. SIZES SHOWN ON DRAWING SHALL BE CONSIDERED A MINIMUM. ANY EXISTING EQUIPMENT CONDUCTORS, FUSES, ETC. WHICH DO NOT MEET MINIMUM SHALL BE REPLACED TO MEET MINIMUM. ROOF EXISTING CONDUIT AND CONDUCTOR TO REMAIN. CEILING EXISTING PANEL 'LW 120/208V 30, 4W 100 AMP M.C.B. TO REMAIN TIME CLOCK INTERMATIC IT7401 B 7- DAY NON - PROGRAMMABLE WITH 4 PST -NO SWITCH OR APPROVED EQUAL FLOOR RISER DIAGRAM 1 / NO SCALE RECEIVED APR 302012 PERMIT CENTER VIA D BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON, ARCHITECT 219 N. 2ND ST., SUITE 301 MINNEAPOLIS, MN 55401 PHONE: (612) 338 -6677 FAX: (612) 338 -2995 E -MAIL: info @cmarch.com CONTACT: PHILIP FOSTER pfoster @cmarch.com CONSULTANTS: EMANUELSON -PODAS MECHANICAL / ELECTRICAL 10401 BREN RD. EAST MINNETONKA, MN 55343 952 - 930 -0050 SCOTT VANDER HEIDEN SEAL: MATTHEW W. FULTS SIGNATURE 04 -25 -2012 DATE ISSUED 45451 REG. NO. SOUTHCENTER MALL 632 SOUTHCENTER MALL SEATTLE, WA 98188 S HEET TITLE: ELECTRICAL SCHEDULES AND DETAILS R EVISIONS: 0: DATE: B Y: OJECT NO: 3292.0034 D AWN BY: KO t• E1 .3 PYRIGHT BRUCE M. CARLSON. AIA 2012