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HomeMy WebLinkAboutPermit D11-127 - WESTFIELD SOUTHCENTER MALL - H & MH&M WOMENS FASHIONS 867 SOUTHCENTER MALL Dl 1 -127 City okukwila • 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: 867 SOUTHCENTER MALL TUKW Suite No: Project Name: H & M WOMENS FASHIONS Permit Number: D11 -127 Issue Date: 09/13/2011 Permit Expires On: 03/11/2012 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: GARY PALMER Address: PO BOX 23534 , EUGENE OR 97402 Contractor: Name: WESTWOOD CONTRACTORS INC. Address: 951 W 7 ST , FORT WORTH TX 76102 Contractor License No: WESTWCI088BF Phone: 541 - 603 -4191 Phone: 817 877 -3800 Expiration Date: 10/30/2012 DESCRIPTION OF WORK: REMODEL: REMOVAL OF EXISTING (3) GLASS PANELS AT STOREFRONT, INSTALL NEW STAINLESS STEEL PILASTERS & RECESSED ENTRY W/ DOUBLE FRAMELESS GLASS ENTRY, ADD 5" HIGH PLATFORM TO SIDES OF NEW ENTRY W/ ELECTRICAL OUTLETS (SEPARATE ELECTRICAL PERMIT), AND INSTALL DOOR SYSTEM (SAME AS ENTRY DOOR). Value of Construction: $75,000.00 Fees Collected: $2,009.09 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: II-B Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D11 -127 Printed: 09 -13 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signatur I hereby certify that I have read a governing this work will be com N N N Number: 0 Start Time: Volumes: Cut 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Date: Public: Non - Profit: N Public: ed this permit and know the same to be true and correct. All provisions of law and ordinances , whether specified herein or not. The granting of this permi construction or the p to this permit. Signature: e to give authority to violate or cancel the provisions of any other state or local laws regulating am authorized to sign and obtain this development permit and agree to the conditions attached This permit shall become n - d 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 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. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 6: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila doc: IBC -7/10 D11 -127 Printed: 09 -13 -2011 shall not be valid. The issuance of a permit 11111F1 on construction documents and other datl not prevent the Building Official from requiring the correctiall, errors in the construction documents and 111. data. 7: ** *FIRE DEPARTMENT CONDITIONS * ** 8: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 9: 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) 10: 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 min). (IFC 906.7 and IFC 906.9) 11: 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) 12: 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) 13: 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) 14: 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) 15: 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) 16: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 17: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 18: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 19: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 nun) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 20: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 21: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) doc: IBC -7/10 D11 -127 Printed: 09 -13 -2011 22: Aisles leading to required exits shall bellIvided from all portions of the building and taquired width of the aisles shall be unobstructed. (IFC 1013.4) 23: Maintain sprinlder 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) 24: 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) 25: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to 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. 2050). 26: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 27: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 28: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 29: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 30: 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. 31: Post address on storefront per approved Westfield standards. 32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 33: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 34: 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 D11-127 Printed: 09 -13 -2011 CITY OF TUKWIi A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.cLtukwila.wa.us Building Permit No. A) (tom 0_7 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) 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 Site Address: 867 Southcenter Mall Tenant Name: H & M Women's Fashions Property Owners Name: Westfield Mailing Address: PO Box 130940 King Co Assessor's Tax No.: 920 247 -0010 Suite Number: Floor: New Tenant: ❑ Yes .. No Carlsbad, CA. City State 92013 Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Gary Palmer Mailing Address: POB 23534 E -Mail Address: Psconsultants @sbcglobal.net Day Telephone: (541) 603 -4191 Eugene, Oregon 97402 City State Zip Fax Number: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Not Selected - Project out for bid Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: MBH Architectural Mailing Address: 2470 Mariner Square Loop Contact Person: Aaron J. Tajima E -Mail Address: aj @mbharch.com Alameda, CA. City State Day Telephone: (510) 865 -8663 Fax Number: (510) 865 -1611 94501 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: H:\ pplieations\Forms- Applications On Line\2010 Applications \7 -2010 - Pam it Application.doc Revised: 7 -2010 bh State Zip Page 1 of 6 BUILDING PERMIT INFORMATI = 206-431-3670 Valuation of Project (contractor's bid price): $ 75) CYOO.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): ( ercixtthset- > (7C- C74 S71y+L. LASS 1>err■rct—C (s) (1C- looCG. t7)-rt ; t r- IS7k-L-L NJ S'r't wtes> •9- c- ?maim" �LlcGE�> c1� <-1..irt`l f G .o" ; S•, )41cm 4A'l'r024.... Tn ' LCb6s °F wU w t - ra ? 'T( Pct. -E Arie-1 X - otAT ; t► -nvu- l�svnrt- Stis2 (s c'te-( Ibis) -} Cl-ec -ti2cQ wDO-ic (sec err-or-cite-A. stt,tmtAvo -ce) Will there be new rack storage? ❑ Yes 11610 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: lAi Sprinklers Cit Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes t No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 1I" 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:\ApplicationsWotms- Applications On Line\2010 Applications \7 -2010 - Penult Applicatioa.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1�' Floor 13‘,517 — `-� 11 -'6 , A• V', L' - . kr 1' ��' 2°d Floor 6 l'( sr lc, ,3s-- ..- .... ______ ' I I - 3 VIAga-c —• 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: lAi Sprinklers Cit Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes t No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 1I" 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:\ApplicationsWotms- Applications On Line\2010 Applications \7 -2010 - Penult Applicatioa.doc Revised: 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGE Signature: a,q,�i • � 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.TukwilaWA.gov RECEIPT ParcelNo.: 9202470010 Permit Number: D11 -127 Address: 867 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 05/04/2011 Applicant: H & M WOMENS FASHIONS Issue Date: Receipt No.: R11 -02001 Initials: User ID: Payee: JEM 1165 Payment Amount: $1,131.77 Payment Date: 09/13/2011 12:19 PM Balance: $0.00 WESTWOOD CONTRACTORS, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6011 1,131.77 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,131.77 1,127.27 4.50 don: Receipt-06 Printed: 09 -13 -2011 400 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 9202470010 Permit Number: D11 -127 Address: 867 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 05/04/2011 Applicant: H &M WOMENS FASHIONS Issue Date: Receipt No.: R11 -00893 Initials: WER User ID: 1655 Payment Amount: $87.63 Payment Date: 05/04/2011 01:45 PM Balance: $1,131.77 Payee: MBH ARCHITECTS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 64502 87.63 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 87.63 Total: $87.63 doc: Receiot -06 Printed: 05 -04 -2011 411/ 11110 w City of Tukwila 1"----- Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT ParcelNo.: 9202470010 Permit Number: D11 -127 Address: 867 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 05/04/2011 Applicant: H &M WOMENS FASHIONS Issue Date: Receipt No.: R11 -00892 Payment Amount: $789.69 Initials: WER Payment Date: 05/04/2011 01:44 PM User ID: 1655 Balance: $1,219.40 Payee: MBH ARCHITECTS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 64502 789.69 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 789.69 Total: $789.69 doc: Receiot -06 Printed: 05 -04 -2011 'INSPECTION RECORD 'Retain a copy with permit 'INSPECTION No. PERMIT NO. . - CITY- OF.TUKWILA BUILDING DIVISION G"1 6300 Southceiit'er_Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431 -2451 �I htU— I27 Project: • •. Type of nspectio p q t11 Address: Date Called: Special Instructions: • __)j- •,4i•% V ': . Date Wanted:. m. i( "1 S - 1� p.m. Requester: Pie No: �r1 —rlgI -2osi Approved per applicable codes. D Corrections required prior to approval. • COMMENTS: nspect�iP � rate:` _ j _ n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must bye paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ft, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 811-121] Project: l cf 44 rA- : A Type of Inspection: Pi 0 NA_ (Su ` 1 &116 Address: Date Called: Special Instructions: Date Wanted:. a.m. /0 °self Requester: Phone No: ''`` Q Approved per applicable codes. Corrections required prior to approval. `-- COMMENTS: y71'" S ° 6A/ °' £)l- 5 bAti ! E a 1_-_,)r f. x..(-7- s' 70 it/ o4 ( - 7;.x'b ,;'i' y' n AJL) T- e, A-A ." 1 41'1 S tv l -e — u ST— J i o f (.I J iagr- c ,6 J LO . 6' " e ► - _ _ JJ ef. ri li'di ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioh. • : e • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • z -7 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 • Permit Inspection Request Line (206) 431-2451 Project: irk 4 m wfottie4 s Type of Inspection: F 1?.. A imp...) G Address: e47 tevi Date Called: Special Instructions: • Date Wapted: P.m. Requester: Phone No: ' 5,7- il/z - 6 5-/ 5 Approved per applicable codes. Corrections required prior to approval. e COMMENTS: a . • I spe or: El NS P ECTI ON FEE QUIRED. Prior t(next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 10 . Call to schedule reinspection. .—........4.4444444444/5=1:644.- 1441....a4P4sdateeZ1924 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit • ll -5 - af$- %/ ' L7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: y Type of Inspeon: SP 3--r14/64 4 /co u_s„,.. Address: ''. gb.7 Suite #: S . C . /4/At <- Contact Person: Special Instructions: Occupancy Type: Phone No.: ?CI-Approved per applicable codes. Corrections required prior to approval. COMMENTS: - di cl,AJA c. _ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: .. .. s- — Date: 77.9. ?//1 Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 �:i • 09 -01 -2011 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director GARY PALMER PO BOX 23534 EUGENE OR 97402 RE: Permit Application No. D11 -127 867 SOUTHCENTER MALL TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 05/04/2011, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 10/31/2011. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D11 -127 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 M PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -127 DATE: 05/04/11 PROJECT NAME: H & M WOMEN'S FASHION SITE ADDRESS: 867 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: B i ding Division f�lic�Worvks I c Fire Prevention on Structural ❑ Nk OS141 Planning Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 05/05/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/02/11 Approved Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople Peter Friendly Page M 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 Phone Address Suite /Apt. City State Zip County Business Type Parent Company WESTWOOD CONTRACTORS INC 8178773800 951 W 7Th Street ATTENTION: JOAN LITZMAN Fort Worth TX 76102 Out Of State Corporation UBI No. 601011419 Status Active License No. WESTWCI088BF License Type Construction Contractor Effective Date 1/6/1992 Expiration Date 10/30/2012 Suspend Date Specialty 1 General Specialty 2 Unused Business Owner Information Name Role Effective Date Expiration Date NATIONAL REGISTERED AGENTS INC Agent 10/29/2010 Bond Amount BENDA, JOAN M Member 10/29/2010 5112154 BENDA, ROBERT D Member 01/01/1980 CHASE, DAVID E /2011 01/01/1980 06/11/2002 BENDA, JOAN M 08/27/2002 01/01/1980 06/11/2002 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 6 Suretec Insurance Company 5112154 05/06/2011 Until Cancelled $12,000.0005/13 /2011 5 TRAVELERS CAS & SURETY CO 0715103526909BCM 08/27/2002 Until Cancelled $12,000.0009/03 /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 15 TRAVELERS CAS & SURETY CO C06805L487 10/01/2010 10/01/2011 $1,000,000.0010 /14/2010 14 TRAVELERS INDEMNITY CO OF AME C06805L487 10/01/2007 10/01/2010 $1,000,000.0010 /13/2009 13 TRAVELERS LLOYDS CO C00642012 06/30/2007 06/30/2008 10/12/2007 $1,000,000.0007 /03/2007 12 ZURICH AMERICAN INS CO CP0399432403 06/30/2005 06/30/2007 $1,000,000.0006 /30/2006 Summons /Complaint Information Cause County Complaint Judgment Status Payment Paid By 10 -2- 20235 -8SEA MACDONALD MILLER FACILITIES SOLUTIONS INC InterPlead: No KING Date: 06/08/2010 Amount: $4,450.00 Bond (s): 071S103526909BCM Date: Amount: $0.00 Dismissed Date: Amount: https://fortress.wa.gov/lni/bbip/Print.aspx 09/13/2011 Plotted Friday April 29, 2011 3:18pm by joanna gitaLtathl 1. ALL WORK IS TO CONFORM TO ALL APPUCABLE CODES AND REGULATIONS. 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO THE COMMENCEMENT OF WORK. 3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED INSPECTIONS AND CERTIFICATES. 4. THE CONTRACTOR WILL BECOME FAMILIAR WITH EXIS11NG CONDITIONS AND SHALL VERIFY EXISTING FIELD CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK. AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS TO THE ARCHITECT. 5. FOR GENERAL CONDMONS REFER TO AIA DOCUMENT A201 1997. 6. ALL WORK IS TO BE WARRANTED FOR A PERIOD OF NO LESS THAN ONE YEAR. 7. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING MANANGEMENT. 8. ALL ELECTRICIANS AND PLUMBERS INVOLVED IN THE WORK ARE TO BE LICENSED. 9. ELECTRICAL WORK SHALL BE FILED SEPARATELY BY THE ELECTRICAL SUBCONTRACTOR. 10. DEMOLITION IS TO BE PERFORMED IN AN ORDERLY MANNER, PER THE RESTRICTIONS, REGULATIONS AND HOURS SET BY THE BUILDING MANAGEMENT. DEBRIS IS TO BE DISCARDED OFF SITE IN A PROPER MANNER AND NOT ALLOWED TO ACCUMULATE IN THE WORK AREA. 11. DIMENSIONS GIVEN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. 12. THE CONTRACTOR SHALL LAYOUT HIS OR HER OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES (PLUMBING, ELECTRICAL, ETC.) 13. ALL CONTRACTORS MUST BE APPROVED BY BUILDING MANAGEMENT AND ALL CONTRACTORS TO COMPLY WITH MANAGEMENT CONSTRUCTION STANDARDS AND BUILDING RULES. CONTRACTORS TO USE UNION LABOR WHERE REQUIRED. ACCESS-001001ED BY BILDPIG . 1) PROPOSED WORK TO COMPLY WITH APPLICABLE REQUIREMENTS OF LOCAL BUILDING CODES FOR HANDICAPPED ACCESS. IIANDIOAP ED AOOECC. OONOERNINO rDIMCN IONS AND ADAPTABILITY, AS 01IOWN IN ATTAOIIED DETAILS. 3) CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHOULD NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST, AS PER LOCAL BUILDING CODES. 4) ACCESSIBLE ROUTES TO BE PROVIDED, PROVIDING A MINIMUM OF 36 INCHES OF WIDTH AT DOORWAYS, AS PER LOCAL BUILDING CODES. 5) EMERGENCY WARNING SYSTEMS SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS AS PER LOCAL BUILDING CODE RESPECTIVELY. 6) PROPOSED STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS, AND DRAWERS SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF LOCAL BUILDING CODES. a. CLEAR FLOOR SPACE OF A MINIMUM OF 30 INCHES BY 48 INCHES SHALL BE PROVIDED FOR APPROACH TO ALL STORAGE FACILITIES. b. STORAGE SPACES SHALL COMPLY WITH AT LEAST ONE OF THE REACH RANGES SPECIFIED BY LOCAL BUILDING CODES. CLOTHES RODS SHALL BE A MAXIMUM OF 54 INCHES OFF THE FLOOR FOR SIDE APPROACH. WHERE THE DISTANCE FROM THE WHEELCHAIR TO THE CLOTHES ROD OR SHELF EXCEEDS 10 INCHES, AS IN CLOSETS WITHOUT ACCESSIBLE DOORS, THE HEIGHT AND DEPTH TO THE ROD OR SHELF SHALL BE 48 INCHES MAXIMUM. c. HARDWARE FOR STORAGE FACILITIES SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE VISIT. 7) FOR NOTES ON ACCESSIBILITY CONFORMANCE. REFER TO 10/A0.2 TENNE SAFELY PLAN 1) GENERAL ALL WORK TO BE DONE IN ACCORDANCE WITH THE LOCAL BUILDING CODES AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 2) STRUCTURAL a. CONTRACTORS TO PROVIDE ADEQUATE TEMPORARY BRACING AND SHORING WHEREVER ANY STRUCTURAL WORK I5 INVOLVED. b. ALL DEMOLFFION OPERATION, REPAIR OPERATION, AND ALTERATION OPERATIONS TO BE DONE IN ACCORDANCE WITH THE LOCAL BUILDING CODES. 3) MEANS OF EGRESS: ALL EXISTING MEANS OF EGRESS FOR TENANTS OF THE BUILDING TO BE MAINTAINED CLEAR AND FREE OF ALL OBSTRUCTIONS, SUCH AS BUILDING MATERIALS, TOOLS, ETC. 4) FIRE SAFETY: FOR ALL BUILDING MATERIALS STORED AT CONSTRUCTION AREA, AND /OR BY GENERAL CONTRACTOR: a. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION. b. ALL FLAMMABLE MATERIALS TO BE KEPT AWAY FROM HEAT. c. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN AN ADEQUATELY VENTILATED SPACE. d. ALL ELECTRICAL POWER TO BE SHUTOFF WHERE THERE AREA EXPOSED CONDUITS. e. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. f. CONTRACTOR, AT ALL TIMES, TO MAKE SURE THERE ARE NO LEAKS OF NATURAL GAS IN BUILDING, OR ANY FLAMMABLE GAS USED IN CONSTRUCTION. 5) DUST CONTROL: a. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM, AND BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. b. CONTRACTOR TO ISOLATE CONSTRUCTION AREA OCCUPIED BUILDING AREAS BY MEANS OF TEMPORARY PARTITIONS OR HEAVY WEIGHT DROP CLOTHS. c. DEBRIS, DIRT AND DUST TO BE CLEANED UP AND CLEARED FROM BUILDING PERIODICALLY TO AVOID ANY EXCESSIVE ACCUMULATION. ) NOISE AFTER HOURS (VERIFTY WITH LANDLORD ON -SITE REPRESENTATIVE): a. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8 A.M. TO 5 P.M. MONDAY THROUGH FRIDAYS, EXCEPT LEGAL HOLIDAYS UNLESS OTHERWISE PERMITTED. b. C:uNTRACTOR TO OBTAIN THE WRITTEN CONSENT OF ALL PARTIES AFFECTED BY HIS WORKING DURING OTHER THAN REGULAR HOURS. SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 BUILDING CODE: MECHANICAL CODE: PLUMBING CODE: ELECTRICAL CODE: ENERGY CODE: FIRE CODE: ACCESSIBILITY CODE: AMENDMENT: BUILDING DATA BUILDING CONSTRUCTION TYPE: OCCUPANCY USE: QUANTITY OF EXITS REQUIRED: SEISMIC ZONE: SPRINKLER SYSTEM: CODE INFORMATION / EDRION INTERNATIONAL BUILDING CODE / 2009 WITH WASHINGTON AMENDMENTS INTERNATIONAL MECHANICAL CODE / 2009 WITH WASHINGTON AMENDMENTS UNIFORM PLUMBING CODE / 2009 WITH WASHINGTON AMENDMENTS NATIONAL ELECTRICAL CODE / 2008 WASHINGTON STATE ENERGY CODE / 2009 INTERNATIONAL FIRE CODE / 2009 WITH WASHINGTON AMENDMENTS ICC/ ANSI/ 2003 II -B MERCANTILE LEVEL 1 *: 2 *NOTE: LEVEL 1 IS EXISTING. AREA N.I.C. D YES LEVEL 2: 3 CODE SYNOPSIS 9 MAil a lS4tt1 Si` lap Data0 2008 NAVTE H &M 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 LANDLORD: WESTFIELD, LLC 2800 SOUTHCENTER SEATTLE, WA 98188 TEL: (206) 802 -6070 CONTACT: J. SCOTT PRIESTER EMAIL: spriester©us.westfield.com TENANT: H &M, HENNES & MAURITZ, LP 8570 WEST SUNSET BOULEVARD, SUITE 6.2 WEST HOLLYWOOD, CA 90069 TEL: (201) 936 -8639 FAX: (310) 657 -4153 CONTACT: ENZO CAMINOTTI EMAIL: enzo.caminottiOhm.com ARCHITECT: DH ARCHITECT 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL: (510) 865 -8663 FAX: (510) 865 -1611 CONTACT: M TAJIMA / JOANNA WONG EMAIL: aj ®mbharch.com / joanna ®mbharch.com ELECTRICAL THORSON BABER & ASSOCIATES, INC. ENGINEER: 3030 WEST STREETSBORO ROAD RICHFIELD, OHIO 44286 TEL: (330) 659 -7799 FAX: (330) 659 -6675 CONTACT: BRYAN MELVIN EMAIL bmelvin @thorsonbaker.com BUILDING CITY OF TUKWILA, DEPARTMENT OF COMMUNITY DEVELOPMENT DEPARTMENT: 6300 SOUTHCENTER BOULEVARD, #100 TUKWILA, WASHINGTON 98188 TEL: (206) 431 -3678 FAX: (206) 431 -3665 CONTACT: DAVE LARSON EMAIL DLARSON ®CI.TUKWILA.WA.US FIRE TUKWILA FIRE DEPARTMENT HEADQUARTERS, STATION 51 DEPARTMENT: 444 ANDOVER PARK EAST TUKWILA, WASHINGTON 98188 TEL: (206) 575 -4407 FAX: (206) 575 -4439 CONTACT: AL METZLER EMAIL AMETZLER@CI.TUKWILA.WA.US E PERMIT REQUIRED FOR: ,1I Mechanical Electrical ►'i Plumbing ;.r Gas Piping City of Tukwila BUILDING DIVISION ARCHITECTURAL, A0.0 COVER SHEET A0.2 RESPONSIBIUTY SCHEDULE AND PROJECT INFORMATION A2.4a EGRESS PLAN - SECOND LEVEL A5.Ob STOREFRONT PLAN, RCP AND ELEVATION - SECOND LEVEL (A), DOOR HARDWARE A5.Oc STOREFRONT PLAN, RCP AND ELEVATION - SECOND LEVEL (B) A5.1 b STOREFRONT SECTIONS - SECOND LEVEL A5.1 c STOREFRONT SECTION - SECOND LEVEL A5.2 STOREFRONT DETAILS SP.1 SPECIFICATIONS SP.2 SPECIFICATIONS SP.3 SPECIFICATIONS SP.4 SPECIFICATIONS SP.5 SPECIFICATIONS ELECTRICAL E1.0 ELECTRICAL LEGEND, GENERAL NOTES & E1.1 EXISTING ELECTRICAL PANEL SCHEDULES E1.2 EXISTING ELECTRICAL ONE -LINE DIAGRAM E1.3 EXISTING FIRE ALARM NOTES, DETAILS & E2.0 2ND FLOOR DEMO & ELECTRICAL PLANS E3.0 2ND FLOOR DEMO LIGHTING PLANS E3.1 2ND FLOOR UGHTING PLANS E4.0 ELECTRICAL SPECIFICATIONS E4.1 ELECTRICAL SPECIFICATIONS SCHEDULES LOAD SUMMARY & SCHEDULES LEGENDS FILE COPY Permit No. D1119"? Plan review approval is subject to errors and omissions. Approval of construction d ► ;, ments does not autflori a the violation of any ado ed « ' e or ordinance. Rcceiot of approved Field nd bons is acknowlsdg ri: Alk 11/ City Of lUkwila BUILDING DIVISION DRAWING INDEX 1. FIRE SPRINKLER SYSTEM* 2. FIRE ALARM MONITORING SYSTEM* 3. SIGNAGE* *NOTE: G.C. TO VERIFY IF REQUIRED 1 4 EWED FO CODE ti COMPLIANCE APPROVED MAY)J16 20.11 V- City of BUILDING la DEFERRED SUBMITTALS 3 THIS IS AN EXISTING H &M CLOTHING RETAIL STORE LOCATED IN AN EXISTING TWO STORY BUILDING. THE TENANT IMPROVEMENT INCLUDES, BUT NOT LIMITED TO: - ALL GLASS STOREFRONT AND REPLACE WITH PAIR OF NEW DOORS. - MINOR MODIFICATION TO UGHTING, NO MODIFICATION TO HVAC. - SEE DEFERRED SUBMITTALS FOR ADDMONAL WORK. VICINITY MAP PROJECT DIRECTORY 6 SCOPE OF WORK 2 GENERAL NOTES 11 ' 1 (-;-\ DETAIL REFERENCE AX.X- DRAWING NUMBER n GRID BUBBLE DOOR TAG KEYNOTE REVISION TAG ELEVATION, SECTION REF. AX .X DRAWING NUMBER • kri> WALL TAG DATUM POINT CT -1 FLOOR TAG BASE TAG PT -1 }-WALL FINISH WB -1 SETBACK /PROPERTY UNE ETBACK /PROPERTY UNE H &M 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 (E) WHEELCHAIR ACCESSIBLE PARKING - N.I.C. (E) LEVEL 2 OCCUPANT LOAD FACTOR SQUARE FOOTAGE NUTABER OF OCCUPANTS EXITS REQUIRED EMS PROVIDED* (E) RETAIL 30 16,235 542 (E) STOCKROOM 300 (E) OFFICE 100 TOTAL 1,296 (NOT SHOWN -NO CHANGE) 987 INOT SHOWN -NO CHANGE) 18,518 5 10 557 3 4 *NOTE: SEE EGRESS PLAN ON SHEET A2.4a. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. ACOUS. ADJ. A.F.F. ALUM. ALT. APPROX. BD. BLDG. BLKG. B.O. B.O.H. CLG. CL CLR. COL CONC. CONT. CTR. DBL DIA. DIM. DN. DWG. (E) EA E.A.S. EL ELEC. EQ. EQUIP. DB'. F.D. FIN. FIR. FLASH. FLUOR. F.O.F. F.O.M. F.O.S. F.R.T. GA G.C. ACOUSTICAL ADJUSTABLE ABOVE FINISHED FLOOR ALUMINUM ALTERNATE APPROXIMATE BOARD BUILDING BLOCKING BOTTOM OF BACK OF HOUSE CEILING CLOSET CLEAR COLUMN CONCRETE CONTINUOUS CENTER DOUBLE DIAMETER DIMENSION DOWN DRAWING EXISTING EACH ELECTRONIC ARTICLE SURVEILLANCE ELEVATION ELECTRICAL EQUAL EQUIPMENT EXTERIOR FLOAT DIMENSION FINISH FLOOR FLASHING FLUORESCENT FACE OF FINISH FACE OF MASONRY FACE OF STUDS FIRE RETARDANT TREATED GAUGE GENERAL CONTRACTOR GYP. H.C. HDCP. HDW. HT. HORIZ. HR. IN. INSUL INT. JAN. JST. JT. LAM. LAV. UN. LL LT. MAX. MECH. MFR. MIN. MISC. MTD. MTL (N) N/A N.I.C. NO. or N.T.S. 0.C. 0.F.I. OPNG. OPP. P. LAM. PLYWD. PR. P.T. R.C.P. REC. REV. REQ'D. RM. GYPSUM HOLLOW CORE HANDICAP HARDWARE HEIGHT HORIZONTAL HOUR INCH INSULATION INTERIOR JANITOR JOIST JOINT LAMINATE LAVATORY UNEAR LANDLORD UGHT MAXIMUM MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED METAL NEW NOT APPUCABLE NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER OWNER FURNISHED ITEM OPENING OPPOSITE PLASTIC LAMINATE PLYWOOD PAR PRESSURE TREATED REFLECTED CEILING PLAN RECESSED REVISION REQUIRED ROOM R.O. S.C. SCHED. SIM. SPEC. SQ. FT. S.S. S.S.D. STD. STL STRL SUSP. TEMP. THK. T.O.C. T.V. TYP. U.O.N. VERT. V.I.F. W.C. WD. W/ W/O ROUGH OPENING SOLID CORE SCHEDULE SIMILAR SPECIFICATION SQUARE FEET STAINLESS STEEL SEE STRUCTURAL DRAWINGS STANDARD STEEL STRUCTURAL SUSPENDED TEMPERED THICK TOP OF CONCRETE TENANT VENDOR TYPICAL UNLESS OTHERWISE NOTED VERTICAL VERIFY IN FIELD WATER CLOSET WOOD WITH WITHOUT RECEIVFP CITY OF TU LA MAY 0 ?1111 PERMIT CENTER SYMBOLS LEGEND 10 SITE PLAN 7 SQUARE FOOTAGE BREAKDOWN ABBREVIATIONS 1 US159 SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALL TUKWILA WASHINGTON 98188 REGISTERED ARCHITECT N MICHAEL HEATH sr4 OE TE NIS CF M HEA T. AN19 2012 Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 0rasiags aid eriltee malarial appearing herein caistilute erigiial all unpublished sort of Ike Architect and may not be duplicated,/ used ardisclosed without vriltee consent of the Architect ()DENNIS HEATH ARCHITECT -2007 QAQC No. Date Issue 04/08/11 CLIENT REVIEW SET 04/29/11 PERMIT /LANDLORD /BID SET Project No. 45096 Scale DrawnBy: JW R: \HM\Projeets \2011_Projeets \45098 Southeenter Mall Renodel \Drawings \CD \US159_ Drawing No. COVER SHEET A0.0 Plotted Friday April 29, 2011 2:54pm by joanna 1. AT LEAST ONE ACCESSIBLE ENTRANCE. NOTE: THIS SHOULD BE THE PRIMARY ENTRANCE. ADDITIONAL UPGRADE MAY BE REQ'D. IF IT'S NOT. 2. AN ACCESSIBLE ROUTE TO THE AREA OF REMODEL 3. ONLY ONE TOILET ROOM UNLESS OTHERWISE REQUIRED 4. VISUAL/AUDIO ALARM 5. ACCESSIBLE DRINKING FOUNTAIN 6. ADA-COMPUANT SIGNAGE 7. OTHERS: DESCRIBE MEANS OF COMPUANCE: I.E. PARKING SPACES, ELEVATORS, STAIRS, ETC. NOTE: EXISTING FULLY NEW /UPGRADE DETAILS COMPLYING TO COMPLYING IN DRAWING A2.4a • ❑ • ❑ • ❑ • ❑ EXISTING 1. THIS PROJECT WILL COMPLY WITH ALL AMERICAN WITH DISABILITIES ACT REGULATIONS AND ALL LOCAL ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. 2. PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) AT 60" ABOVE FINISH FLOOR ON STRIKE SIDE WALL AT ACCESSIBLE FITTING ROOM DOOR(S). SYMBOL SHAPE AND CONTRASTING COLORS SHALL CONFORM WITH ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. 3. PROVIDE ACCESSIBILITY SIGNAGE ON RESTROOM DOORS TO CONFORM WITH ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. 4. PROVIDE CLOTHING HOOK AT 44" ABOVE FINISH FLOOR IN ACCESSIBLE FITTING ROOM(S). 5. ALL CUSTOMER SERVICE CHECKSTANDS SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. SEE CASHWRAP SHEET FOR CLEAR DIMENSIONS AND COUNTER HEIGHTS. DOORS A. LATCHES AND LOCKSETS: PROVIDE LEVER TYPE, PUSH- PULL OR PANIC TYPE HARDWARE 34 INCHES TO 48 INCHES ABOVE FLOOR. B. ADJUSTABLE CLOSURE PROVIDED WITH MAXIMUM PRESSURE FOR OPENING DOORS AS FOLLOWS: INTERIOR DOORS - 5 POUNDS PRESSURE EXTERIOR DOORS - 8.5 POUNDS PRESSURE FIRE DOORS - 15 POUNDS PRESSURE ADJUST CLOSURES AFTER INSTALLATION AND TEST DOOR COMPUANCE. C. FLOOR LEVEL AT DOORS THRESHOLDS: THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE THRESHOLD OF THE DOOR WAY. CHANGE IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. (SEE ADJACENT). � 1 1/2" MAX. THRESHOLDS 1/4" MAX. LEVEL FLOOR OR LANDING: THERE SHALL BE A LEVEL AND CLEAR AREA ON EACH SIDE OF AN EXIT DOOR. THE LEVEL AREA SHALL BE AS SHOWN IN FIGURE 6A. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENING (VESTIBULE) SHALL PROVIDE 48 INCHES OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH SPACE (SEE BELOW). D. DOOR WIDTH & HEIGHT: 3 FEET WIDE AND 6 FEET 8 INCHES HIGH. CLEAR WIDTH: 32 INCHES MINIMUM WIDTH DOOR OPEN 90 DEG. MEASURED FROM THE FACE OF THE DOOR TO THE OPPOSITE STOP. E. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOT- REST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. rPULL SIDE Z o • < '/ 24" MIN. W 0 Z J 141- I PUSH SIDE) LATCH APPROACI1 PULL SIDE 18" MIN. FPUU. SIDE X = 36' MIN IF Y = 60' OR X= 42' MIN IF = 54" z fi 10" MIN. BOTTOM RAIL OVIDE KICK PLATE--• PUSH SIDE 1 HINGE APPROACH PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A I PUSH SIDE LATCH AND A CLOSER. 1.12" MIN. FRONT APPROACH PROTRUDING OBJECTS A. PROJECTIONS FROM WALLS WITH LEADING EDGE BETWEEN 27" AND 80' ABOVE FLOOR MAY PROJECT 4' MAXIMUM. LEADING EDGE AT OR BELOW 27" MAY PROJECT ANY AMOUNT. FREE STANDING PROJECTIONS WITH LEADING EDGE BETWEEN 27" AND 80' ABOVE FLOOR MAY PROJECT 12" MAX. PROJECTIONS MAY NOT REDUCE MANEUVERING SPACE, OR CLEAR WIDTH OF AN ACCESSIBLE ROUTE. B. HEAD ROOM: 80" MINIMUM. ELECTRICAL 48' MIN. CLEAR FIGURE 7A MIN. ■ I z o, 11" MIN. 6" MIN. 25' MAX. KNEE AND TOE CLEARANCE SPACE IS NECESSARY TO ALLOW BACKING AND TURNING SPACE FOR A WHEELCHAIR TO CLEAR THE IN- SWINGING DOOR. A. ELECTRICAL RECEPTACLES (15, 20 AND 30 AMPS) SHALL BE AT LEAST 15 INCHES ABOVE THE FLOOR. B. SWITCHES AND CONTROLS FOR UGHTS, APPU LACES, COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE NOT LESS THAN 3 FEET NOR MORE THAN 4 FEET ABOVE THE FLOOR. C. ARE ALARM INITIATING DEVICES SHALL BE 48 INCHES ABOVE THE FLOOR, GROUND OR SIDEWALK. TACTILE EXIT SIGNS EACH GRADE LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT WITH THE WORD "EXIT." EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE -LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE. 1. "EXIT STAIRS DOWN" 2. "EXIT RAMP DOWN" 3. "EXIT STAIR UP' 4. "EXIT RAMP UP' =0 EX0 CORRESPONDING TYPE 11 BRAILLE It) EXIT' NOME EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE -LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS 'EXIT ROUTE.' EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BY IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS 'EXIT ROUTE.' EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN WITH THE WORDS '70 EXIT." MOUNTING HEIGHT SHALL BE 60 INCHES ABOVE THE FINISH FLOOR TO THE CENTER LINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 INCHES OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. MISCELLANEOUS A. SPECIFY THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE NOT MORE THAN 48=' ABOVE THE FLOOR, AND WITHIN THE REACH RANGES SPECIFIED IN LOCAL, STATE & FEDERAL ACCESSIBILITY CODE REQUIREMENTS. ACCESSIBILITY CONFORMANCE 1 10 NOT USED ABBREVIATIONS: G.C.: GENERAL CONTRACTOR T.V. : TENANT VENDOR LL : LANDLORD PIECCIIIMI G710N FURNISHED BY INSTALLED BY CL.ARIFPCATION/REMARKS TEMPORARY UTILITIES BARRICADE AT STOREFRONT BARRICADE GRAPHIC SAWCUTTING, CORING, CHANNELING OF EXISTING CONCRETE DUMPSTER VEM CATEGORY CONTACT ILLUMINATED SIGNS ID SIGN SYSTEMS 467 EAST RIDGE RD ROCHESTER, NY 14621 CONTACT: RITA REID TEL: (585) 266- 5750 X205 FAX: (585) 266 -5798 EMAIL RREIDOIDSIGNSYSTEMS.COM BURGLAR ALARM/ ELECTRONIC ARTICLE SURVEILLANCE (EAS) H &M HENNES & MAURITZ, LP. 235 PLUMPOINTE LN SAN RAMON, CA 94582 CONTACT: GLENN STRABLE TEL: (415) 341 -3585 EMAIL: GLENN.STRABLEOHM.COM CERAMIC TILES LEA TILE NORTH AMERICA 800 CLANTON RD SUITE .N CHARLOTTE, NC 28217 CONTACT: EUSA BELLUCI TEL• (704) 522 -6300 FAX: (704) 522 -6080 E-MAIL: E.BELLUCCIOLEAUSA.US BARRICADE GRAPHICS BLUE OCEAN WORLDWIDE H &M HENNES & MAURITZ, LP. CONTACT: WILLIAM FOLTMER EMAIL: BILLOBLUEOCEANWORLDWIDE.COM CONTACT: BETINA WASSERMANN, MARKET. DEPT. TEL: (646) 495 -7401 EMAIL BETINA.WASSERMANNOHM.COM DEMOLITION �RCFIIeC'IIEIAL AVAILABLE, FEE TO G.C. COORDINATE WITH LANDLORD. REMOVAL BY G.C. SEE NOTES #10 & ;I`11. COORDINATE WITH PRINT INTERNATIONAL SEE NOTES 110 & 11. X -RAY AS REQUIRED FOR CONCEALED CLOSER INSTALLATION. CONCRETE FLOOR SLAB FLOOR SLAB PREPARATION CEMENT TILE FLOORING AT SALES AND DISPLAY GROUTS WOOD BASE METAL STRAPPING, BLOCKING AND LEDGERS WALL FINISHES EXISTING INCLUDES LEVELING /PATCHING AS REQUIRED SEE NOTE 7 GYP. BOARD CEIU.NG /SO.FFITSJSUUPPORT.. FRAMING STOREFRONT SYSTEM AND GLAZING STOREFRONT ENTRANCE DOORS GLAZING, GLAZING CUPS AND CHANNEL LEASE LINE TO CLOSURE UNE FLOORING STOREFRONT SIGNAGE PAINTED INCLUDING PAINT, WALL COVERING, ETC. REPAIR AS REQUIRED. STAINLESS STEEL STOREFRONT PANELS EAS. BULKHEAD PREFINISHED MDF T TENANT'S SIDE OF LEASE UNE SEE NOTES 1, 2 & 5. G.C. TO COORDINATE WITH SIGN VENDOR. SEE ELEVATION FOR TYPE, SIZES AND QUANTITY. G.C. TO FURNISH SHOP DRAWINGS. LIGHT FIXTURES AND LAMPS SECURITY CAMERAS FEE PSDTECIION AT ENTRY - COORDINATE WITH VENDOR. SEE NOTES 1 & 5. G.C. TO PATCH & REPAIR BULKHEAD TO 'LIKE -NEW' CONDITION AS REQUIRED. DISPLAY PLATFORM SEE NOTES 1, 2 & 5. REFER TO E0.1 FOR RESPONSIBILITIES REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL WORK. CONTACT GLENN STRABLE. SPRINKLER BRANCHES DROPS AND HEADS FIRE ALARM SYSTEM ARE EXTINGUISHERS SMOKE DETECTORS EE NOTE 6 G.C. TO VERIFY OORDINATE LOCATION W /FIRE MARSHALL & H &M REPRESENTATNE P108r OOTEtIi61CIlON FINAL CLEAN UP AND MAKE READY FOR OCCUPANCY CERTIFICATE OF OCCUPANCY PERMIT, FEES AND INSURANCE AT CONSTRUCTION COMPLETION ELECTRICAL WORK - REFER TO ELECTRICAL DRAWINGS hi/1 WED FOR A0 DR eV D US159 SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALL TUKWILA WASHINGTON 98188 REGISTERED ARCHITECT s FNN18 dl1CHAE)tof I -F AN AN AsHlNGrp MAr - .6.....2111T iJ �r�Yo #T�r�fa LDINA Britt, 1 OWNER VENDOR LIST ,!1 i! ) ! , 1. It, 1! :_ ii!.tl :1 r■ t t_!!...11; ARCHITECTURAL/ STRUCTURAL ELEMENT DESIGNED AND /OR DESIGNATED BY: SUBMITTAL REVIEWED BY: INSPECTION REQUIRED /BY: N/A ALL GLASS STOREFRONT ARCHITECT OWNER /ARCHITECT NO SIGNAGE ARCHITECT OWNER /ARCHITECT WHERE APPUCABLE: FIRE /UFE SAFETY ENG. SUBMITTED TO OWNER FOR RECORD ALE. SEE MECHANICAL/ELECTRICAL SHEETS FOR ADDITONAL SUBMITTALS NO SHOP DRAWINGS /PRODUCT SUBMITTAL NOM 1. ELECTRICAL SERVICE AND CONNECTIONS BY G.C. 2. G.C. TO PURCHASE SCHEDULED FIXTURES FROM TENANT'S VENDOR. SEE VENDOR UST ON 8/A0.2. 4. SEE DRAWINGS FOR ADDITIONAL REQUIREMENTS FOR EXISTING DEMISING PARTITION TO BE COMPLETED BY G.C.. G.C. TO VERIFY IN FIELD BEFORE BID 5. INSTALLATION TO INCLUDE, UNLOADING, UNPACKING, ASSEMBLY AS REQUIRED AND PLACEMENT AS DIRECTED BY TENANT 6. INCLUDING MODIFICATION OF ANY EXISTING. HEAD LOCATIONS 7. INSTALLATION TO INCLUDE RECEMNG, STORING AND UNPACKING, ASSEMBLY AND PLACE ALL BOH FURNITURE. G.C. SHALL PUNCHDOWN TERMINATE EACH END OF CATS CABLES BOTH 66 BLOCKS IN LL'S CLOSET & TENANT'S ELEC. RM. 10. COORDINATE BARRICADE WITH OWNER AND STORE OPERATIONS. 11. G.C. SHALL FURNISH AND INSTALL A METAL STUD AND DRYWALL BARRICADE, AT LEAST 12' IN HEIGHT AT THE STOREFRONT IF NOT UNDER LL SCOPE OF WORK. blk%-- CIiVISFTtI MAY 04 2011 PERMIT CENTER RESPONSIBILITY SCHEDULE OF MATERIALS AND /OR SERVICES 1 Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 Drawings aid written material appearing herein constitute original aid unpublished work of the Architect end mat not be duplicated, used or disclosed without wriltea consent of the Architect ©DENNIS HEATH ARCHITECT -2007 QAQC No. Date Issue 04/08/11 CLIENT REVIEW SET 04/29/11 PERMIT /LANDLORD /BID SET Project No. 45096 Scale DrawnBy: Jw R: \HM\Projecta \2011_Projecta \45098 Southeenter Mall Rernodel \Drawings \CD \US159_ Drawing No. RESPONSIBILITY SCHEDULE & PROJECT INFORMATION A0.2 Plotted Friday April 29, 2011 2:54pm by Joanna it/11 US159 SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALI. TUKWILA WASHINGTON 98188 REGISTERED ARCHITECT OENNIS MICHAEL HEATH STATE OF WASHINGTO froc.p. JUN i a zou DII Dennis Heath, Architect 2470 Mariner Square loop Alameda, CA 94501 Orawiegs and erittea material appearing herein constitute anginal and unpublished work of the Architect and may not be duplicated, used or disclosed without written consent of the Architect ©DENNIS HEATH ARCHITECT -2007 QAQC No. Date Issue 04/08/11 CLIENT REVIEW SET 04/29/11 PERMIT /LANDLORD /BID SET Project No. 45096 Scale DrawnBy: JW R: \HM\ Projects \2011_Projects \45098 Southeenter Mall Remodel \Drawings \CD \US159_ Drawing No. STOREFRONT PLAN, RCP, ELEVATION - SECOND LEVEL (A), DOOR HARDWARE A5.Ob < "H 'H 'KIDS' 'H LEASE LINE 24 &M' /7'H PENDANT SIGN; SEE 7B/A5.2— &M KIDS" ILLUMINATED GLASS STABILIZER FINS BEYOND, TYP. OF (2) ® (E) "H &M" ILLUMINATED PENDANT SIGN & (E) STAINLESS STEEL BREAK METAL CLADDING PENDANT SIGN & ALL LOCATIONS (SHOWN DASHED' ) ALL GLASS ENTRANCE OF 2) C) 0 GLASS ENTRANCE (TYP. (E) GLASS STABILIZER FINS BEYOND, TYPE OF LOCATIONS — (E) TENANT NEUTRAL BAND. STAINLESS STEEL BRAKE PATCH/ REPAIR STAINLESS METAL CLADDING STEEL BRAKE METAL CLADDING. S-0" (E) STAINLESS STEEL BRAKE METAL CLADDING S-0" HEIGHT OF BRAKE METAL SEAMS TO MATCH (E) STAINLESS STEEL CLAD TENANT PILASTERS, TYPE (4) (SHOWN DASHED) > ,, 13' -0' A.F.F. . /ff,w/"„, ,i�(��� • /cif /.i -9;r / /� /�� / / /lis, ' E! i, / / /icer l -5 -, I / .,� s L ! I -- N / € 41111111 v n I I , I I I - .z.1 Z o¢ T.O. (E) TENANT STOREFRONT 10 0 - g, r«; fF. �0 J z a J Q o U O in w TO STOREFRONT DOOR $ M A5.2 /.%. \II/ A5.2 i • • I I i F V-0" ALL GLASS ENTRY (E) ALL GLASS ENTRY DOORS I I FINISH FLOOR (E) STAINLESS STEEL CLADDING CUPS / (E) GRAPHICS (E) 2 EQ. GLASS PANELS DOORS PAIR 3' -0" x 10' -0" x 3/4" CLEAR EQ. A TEMPERED GLASS DOOR (E) GRAPHICS (E) STAINLESS STEEL BREAK METAL CLADDING EQ. A (E) 3 EQ. GLASS PANELS GRAPHICS APPLIED DIRECTLY TO THE STOREFRONT GLASS MUST HAVE MATCHING LETTERS AND FEATURES ON BOTH SIDES OF LANDLORD / (E) STRUCTURAL COLUMN fFO MATCH (E) ENTRY. / / GLASS TO CREATE A FINISHED LOOK WHEN VIEWED FROM EITHER SIDE. MAXIMUM LETTER HEIGHT OF LETTERS IS 3" / AREA OF NEW STOREFRONT WORK (E) GLASS STOREFRONT / DOOR HARDWARE ' LOCATION QTY. DESCRIPTION MANUFACIVIES MODEL # FINISH NOTES 2 ENTRY 2 2 , i 2 4 I 1 OVERPANEL DORMA PT -30 03.282 TOP PATCH FITTING DORMA PT -20 03.251 BOTTOM DOOR RAIL ' DORMA TP 04.01 DOOR HANDLES DORMA OGRO TG 9357 4` —O" LONG r DOOR STOP DORMA PT -70 0058 STOREFRONT ELEVATION - SECOND LEVEL (A) V41=1'-o'' _ 3 I 0 (N) DOME CAMERA TO MATCH EXISTING SURVEILLANCE SYSTEM. 0 nn 0 m m� I aDE COMPLIANCE APPROVED ROVED MAY 1 6 2011 (N) EXIT SIGN TO MATCH EXISTING ENTRY. 24 0 0 D 0 (N) DOWNUGHT TO MATCH (E) ENTRY. C3�53A20 DC z31 53 0 ' 1 I ��OZ� ............. ..... ■ ■ ■........�...■ N... ............. ®�.........aa...�■ I I dill - ..........6...... w ., , ■..:.:: I, .. si ........... M IN M IN III IIB ------ -_--_. MEMO..'...'.'.' ;; _ I LIIVAIJ "`��i: !! 11■■ ..�..........�a..........aa...■ I 1 � — I ENTRY/ PENDANT SIGN EXIT SIGN/ CAM REMOVE (E) (3) GLASS PANELS, I 4 BUIC PORTIt)NCA (N) S.S. CLADDING SHOWN HATCHED. S.S. CLADDING SEAMS PORTION OF (E) GLAZING CHANNEI, Pp p�OOM AIL, TO ALIGN WITH (E) SEAMS AT S.S. NEUTRAL BAND. SEE (E) LIGHT TRACK, E LIGHT FIXTURES ORTIO PORTION OF SECTION 1/A5.1 b FOR MORE INFORMATION. (E) FLOOR FINISHES AND)(E) FLOOR FIXTURES FOR NEW STOREFRONT REQUIRED "H 'KIDS" (�++. City Tukwila 1' ING �IU1.41nn1 24'H &M'/7'H WORK. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION, GS PENDANT SIGN ENLARGED REFLECTED CEILING PLAN AT STOREFRONT - SECOND LEVEL (A) v4� 1� -O' 2 EAS. FINS TO MATCH INSTALLATION (N) (E) REMOVE INTERIOR CERAMIC STONE TILE 0 CO I (E) ® SALES AREA AND INSTALL (N) MALL FLOORING TO MATCH 24 (E) ADJACENT MALL TILE FROM CLOSURE UNE PLATFORM AT +6' A.F.F. TO LEASE LINE W LI LINE OF SOFFIT ABOVE SHOWN NOTE: EXTEND EXISTING MALL TILE INTO VESTIBULE TO UNDERSIDE OF DOOR. EXTEND TILE FROM EXISTING MALL TILE AT LEASE LINE TO TENANT'S STOREFRONT BASE. TILE TO MATCH EXISTING MALI_ TILE IN TYPE COLOR, SIZE, THICKNESS, GROUT COLOR AND INSTALLATION DIRECTION. NO THRESHOLD, REDUCER STRIP OR OTHER WIDE TRANSITION DEVICES WILL BE PERMITTED AT INTERSECTION TO TENANT'S FLOORING AND MALL TILE. NOTE: WHEN EXTENDING MALL TILE TO TENANT'S STOREFRONT BASE OR VESTIBULE TILES MUST BE FULL TILE. IF TILE IS CUT IT MUST BE REMOVED AND REPLACED WITH FULL TILE. (E) EXPANSION JOINT gi ,,, (E) STAINLESS STEEL BRAKE METAL 8� 5 8 ® DASHED. PATCH &REPAIR TO LIKE 1 CLADDING ALL AROUND A5.2 w A5.2 NEW CONDITION AS REQUIRED �.2 z �,,, PLATFORM AT A.F.F. (E) E.A.S. FINS o a +6 * i _ ... r (11) ___ ni iiiiiii; iNI ; — ..."'" i "Nct" INV ................--..--r''-%LLJ via t 11 1 IN Ir :f I: o I u HI IN IN III IN _ INIL_JII In NI iml IMMIX le NB — — �— - -- If_ IN • 5.1 a i= 1 i alVil I I I I ■ ww...Mw FLFOOOREMOVE (E) R FIXTURES AS REQUIRED R NEW STOREFRONT WORK g S.1 b STAINLESS STEEL BRAKE, METAL NOTE` G.C. REMOVE (E) FLOOR FIXTURES .W AS REQUIRED FOR NEW STOREFRONT WORK (E) NEUTRAL BAND ABOVE CLADDING ALL AROUND TO COORDINATE BARRICADE CONSTRUCTION AND GRAPHICS WITH LANDLORD AND H &M PROJECT MANAGER. (E) STAINLESS STEEL CLADDING ALL GLASS ENTRY DOORS , BY TENANT. PATCH & REPAIR TO LIKE NEW CONDITION AS EQ' A 6'_0" REQUIRED. A (E) G 1'_4. PANELS TO REMAIN f12' -10- ±151-6" AREA OF NEW STOREFRONT 24 H H &M /7 H KIDS PENDANT SIGN (E) MALL CONCOURSE RECEIV5�pp N.I.C. CITY OF TUK ILA (E) GLASS PANELS TO REMAIN '%' MAY 0 4 2011 WORK AREA OF NEW STOREFRONT WORK (E) STOREFRONT PERMIT CENTER ENLARGED PLAN AT STOREFRONT - SECOND LEVEL (A) 114 " =l'-°'' 1 it/11 US159 SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALI. TUKWILA WASHINGTON 98188 REGISTERED ARCHITECT OENNIS MICHAEL HEATH STATE OF WASHINGTO froc.p. JUN i a zou DII Dennis Heath, Architect 2470 Mariner Square loop Alameda, CA 94501 Orawiegs and erittea material appearing herein constitute anginal and unpublished work of the Architect and may not be duplicated, used or disclosed without written consent of the Architect ©DENNIS HEATH ARCHITECT -2007 QAQC No. Date Issue 04/08/11 CLIENT REVIEW SET 04/29/11 PERMIT /LANDLORD /BID SET Project No. 45096 Scale DrawnBy: JW R: \HM\ Projects \2011_Projects \45098 Southeenter Mall Remodel \Drawings \CD \US159_ Drawing No. STOREFRONT PLAN, RCP, ELEVATION - SECOND LEVEL (A), DOOR HARDWARE A5.Ob Plotted Friday April 29, 2011 2:54pm US159 SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALL TUKWILA WASHINGTON 98188 6716 REGISTERED ARCHITECT \,...., OENNI,S MICHAEL. HEATH SI4 rF OF WASHINGTO �jfep JillI1'8 2,012 DH Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 Drawings and 'riffle material appearing herein constitute original aid unpublished work of the Architect and may not be duplicated, used or disclosed without written consent of the Architect ()DENNIS HEATH ARCHITECT -2007 QAQC No. Date Issue 04/08/11 CLIENT REVIEW SET 04/29/11 PERMIT /LANDLORD /BID SET Project No. 45096 Scale DrawnBy: JW R: \HM\Projecta \2011_Projects \45098 Southcenter Mall Ranodel \Drawings \CD \US159_ Drawing No. STOREFRONT PLAN, RCP AND ELEVATION - SECOND LEVEL (8) A5.Oc > 2$ I 0 (E) TENANT NEUTRAL 24"H H &M / SIGN; SEE 7A/A5.2 BAND 7 H "MAN PENDANT "H&M MAN" ILLUMINATED PENDANT I SIGN & (E) GLASS PANEL LEASE LINE I I 13' -0" A.F.F. ak 1 I I • T.O. (E) TENANT STOREFRONT S I z ....iQ. , • d/ I , 104 I :< z I z rm I Q U I CX r� ui r I" I LLI N co o� a ; I (E) FINISHED NEUTRAL PIER BY LANDLORD — RETURN FINISH TO TENANT STOREFRONT " " s . `, I 1 / 2 1 / 2 THRESHOLD STAINLESS STEEL CLADDING CLIPS °1NS I (E) GLASS STOREFRONT FINISH FLOOR Cil (E) GRAPHICS AREA OF NEW WORK / (E) 5 EQ. SPACES (E) 2 EQ. SPACES ARCHED STOREFRONT SHOWN UNFOLDED / / STOREFRONT ELEVATION - SECOND LEVEL (B) 1/4'=1'-0" 0 0 , I ' REVIEWED FOR CODE COMPLIANCE APPROVED MAY 162011 City of Tukwila BUILDIN( 1111IC1f i�l - . ..... 0 -= :t — _ _ NT "II ? _ . 0 F 111 F4.1 _ IIIIIIMIIIII Ism II ...1.1.11 :Me —A■ ........ Ij...■...�...... .�........■ ■..■ ....... ... ^1111... . 1■ 111 ..11.1.11• mrmin __ am GLASS PANEL/ PENDANT SIGN 24 "H "H&M" / 7"H "MAN" PENDANT SIGN (E) TRACK LIGHTING TO REMAIN —NO WORK. ADJUST TRACK HEADS AS REQUIRED. (E) QUANTITY TO REMAIN. ENLARGED REFLECTED CEILING PLAN AT STOREFRONT - SECOND LEVEL (B) 1 /4" 4-0r 2 0 0 SALES AREA 0 I (E) JNE SOFFIT OF ABOVE SHOWN DASHED 1 1 o F s\- c 1 W M " --\ _ .I , _ ..t.. , , " 1111. ____/ .. l 1 a a - �! _ � - - ,T ............._........ ____!:::::;,- 1 Z I J J 24"H "H&M" / 7"H "MAN" '5.1 C (E) TENANT NEUTRAL BAND ABOVE PENDANT SIGN ALIGNED WITH LEASE UNE GLASS PANELS TO REMAIN (E) (E) MALL CONCOURSE (N.I.C.) RECEIVflp t) 1 1 CITY OF TU Lo %111••• I )0..417 MAY 0 4 2011 (E) STOREFRONT < '' PERMIT CENTER ENLARGED PLAN AT STOREFRONT - SECOND LEVEL (B) 1/4"4-0" I 1 US159 SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALL TUKWILA WASHINGTON 98188 6716 REGISTERED ARCHITECT \,...., OENNI,S MICHAEL. HEATH SI4 rF OF WASHINGTO �jfep JillI1'8 2,012 DH Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 Drawings and 'riffle material appearing herein constitute original aid unpublished work of the Architect and may not be duplicated, used or disclosed without written consent of the Architect ()DENNIS HEATH ARCHITECT -2007 QAQC No. Date Issue 04/08/11 CLIENT REVIEW SET 04/29/11 PERMIT /LANDLORD /BID SET Project No. 45096 Scale DrawnBy: JW R: \HM\Projecta \2011_Projects \45098 Southcenter Mall Ranodel \Drawings \CD \US159_ Drawing No. STOREFRONT PLAN, RCP AND ELEVATION - SECOND LEVEL (8) A5.Oc Plotted Friday April 29, 2011 3:14pm by Joanna r rer Avalir A ALL STOREFRONT DESIGN MUST BE INDEPENDENTLY SUPPORTED FROM THE MALL STRUCTURE. LANDLORD'S MALL BULKHEAD CAN ONLY BE USED FOR LATERAL SUPPORT. ALL STOREFRONT DESIGN MUST BE INDEPENDENTLY SUPPORTED FROM THE MALL STRUCTURE. LANDLORD'S MALL BULKHEAD CAN ONLY BE USED FOR LATERAL SUPPORT. (E) LL HVAC DUCTWORK (V.I.F.) (E) MALL BULKHEAD (V.I.F.) (E) NEUTRAL BAND W/ S.S. CLADDING • (E) 12' -6" A.F.F. B.O. (E) MALL BULKHEAD r(E) 12' -1" A.F.F. (V.I.F.) B.O. (E) TENANT STOREFRONT SOFFIT (E) METAL FRAMING (V.I.F.) A5.2 (E) 13' -0" A.F.F. T.O. (E) TENANT STOREFRONT (E) 12' -6" A.F.F. B.O. (E) MALL BULKHEAD 0 1 (E) LL HVAC DUCTWORK (V.I.F.) (N) LIGHT FIXTURE. G.C. TO CONFIRM DEPTH OF BULKHEAD IN FIELD. NOTIFY ARCHITECT IF (E) BULKHEAD CONFLICTS WITH PROPOSED LIGHT FIXTURE LOCATION. (E) METAL FRAMING (V.I.F.) (E) 12' -1" A.F.F. (V.I.F.) 1 Y B.O. (E) TENANT STOREFRONT SOFFIT( OM, . � i flPJt mJt9 �lY'Y.lLT6YM IeRtY' Yattl] I. YGl15VA2➢ .SY✓ dtiRuFf.! N6' LL5 CC2A9J6lB.tlYSCYUKGSIV.,WtY9iV i6'ii+R.E'25]SfAlk'➢1MEZSRU 8WA R91.1NDM.X< .�SLY.iP CC.'•"�••••" - b'1�1:h' ➢10➢ Pr 11.1111 S.S. CLADDING TO MATCH (E) S.S. CLADDING METAL BLOCKING FOR SIGNAGE (N) GLASS STABILIZER FIN TO MATCH (E) ENTRY. -� 24 11H "H &M "/7 "H "KIDS" PENDANT SIGN VARIES MINN =MN A5.2 VERTICAL WRAPPED IN STAINLESS STEEL CLADDING (E) WALL BUILDOUT BEYOND (E) 1/2" CLEAR TEMPERED GLASS LEASE UNE LEASE UNE DISPLAY PLATFORM +O' -6' A.F.F. T.O. (E) GLAZING SHOE/ T.O. DISPLAY PLATFORM Ah o' -o" A.F.F. FINISHED FLOOR Rk➢HM NI:SF€310FHL EDI 11110 000110 Fnlima:M:NNu:RO1 10 In 0' -0" A.F.F. T.O. FINISHED FLOOR 1 (E) 10' -2" A.F.F. (V.I.F.) B.O. (E) CEILING Nir 10' -0" A.F.F. T.O. GLASS DOOR TRANSOM WINDOW GLASS DOOR. SEE DOOR SCHEDULE REVIEWED OR CODE COMPLIANCE t A'�PROVED MAY 16 2011 City of Tukwila BUILDINA nwlmnN bil 1r7 (E) MALL FLOORING (E) TENANT CERAMIC STONE TILE FLOOR (E) MALL FLOORING REPAIR AS REQUIRED (N) MALL FLOORING TO MATCH (E) ADJACENT MALL FLOORING (E) TENANT CERAMIC STONE TILE FLOOR GROUT UNES TO UNE UP WITH (E) MALL FLOORING GROUT ONES REPAIR AS REQUIRED REC�EIVFap_ CITYO TUKVwLA MAY b 4 2011 PERMIT CENTER STOREFRONT SECTION AT WINDOW STOREFRONT SECTION AT ENTRY 11=r-a" US159 SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALL 7UKWILq WASHINGTON 98188 REr►Sr,ER ARCHlTRCT D s AFT& '(HAEHHEATm NcTo ,,pC, AN 18 2012 1 bil Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 Drawings end written material appearing herein conciliate original and unpublished work of the Architect and mad not be duplicated, used or disclosed without written consent of the Architect ©DENNIS HEATH ARCHITECT -2007 QAQC No. Dote Issue 04/08/11 CLIENT REVIEW SET 04/29/11 PERMIT /LANDLORD /BID SET Project No. 45096 Scale DrawnBy: JW R: \HM\Projects\ 2011 _Projects \45098 Southcenter Mall Remodel \Drawings \CD \US159_ Drawing No. STOREFRONT SECTIONS SECOND LEVEL 1 A5.lb Plotted Friday April 29, 2011 2:54pm by joanna ALL STOREFRONT DESIGN MUST BE INDEPENDENTLY SUPPORTED FROM THE MALL STRUCTURE. LANDLORD'S MALL BULKHEAD CAN ONLY BE USED FOR LATERAL SUPPORT. (E) MALL BULKHEAD (V.I.F.) IT(E) 12' -6' A.F.F. (V.I.F.) B.O. (E) MALL BULKHEAD (E) 12' -1" A.F.F. B.O. (E) TENANT STOREFRONT SOFFIT METAL BLOCKING FOR SIGNAGE ,1■4 ►t ►t (E) LL HVAC DUCTWORK (V.I.F.) (E) REVMETAL FRAMING D FOR (V.LF.) CODE COMPLIANCE ' APPROVED MAY 16 2011 City of Tukwila BUILDINIEWG DIEVI.4IOI11 24 "H 'H&M "/7'H PENDANT SIGN (E) STAINLESS STEEL PILASTER BEYOND (E) 1/2" CLEAR TEMPERED GLASS LEASE LINE (E) STAINLESS STEEL GLAZING SHOE A (E) MALL FLOORING (E) TENANT CERAMIC STONE TILE FLOOR REPAIR AS REQUIRED NOT USED STOREFRONT SECTION AT ENTRY CRYOFTUKIMUI MAY 0 4 2011 PERMIT CENTER 1. =1'-o" US159 SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALL TUKWILq WASHINGTON 98188 REGISTERED ARCHITECT DII Dennis Heath, Architect 2410 Mariner Square loop Alameda, CA 94501 Drawings aid Witco material appearing hereio constitute original aid enpublished work of the Architect and may not be duplicated, used or disclosed without written consent of the Architect c®DENNIS HEATH ARCHITECT -2007 QAQC No. Date Issue 04/08/11 CLIENT REVIEW SET 04/29/11 PERMIT /LANDLORD /BID SET Project No. 45096 Scale DrawnBy: ,Jw R: \HM\Projects\2011_Projects \45096 Southcenter Mall Remodel \Drawings \CD \US159_ Drawing No. STOREFRONT SECTIONS SECOND LEVEL I 1 A5.1c Platted Friday April 29, 2011 3:15pm by Joanna c, OF ENTRY THUMB-TURN . IN BOT. RAIL TYP. OF 2 OF PIVOT POINT DOOR LEASE UNE (E) MALL BULKHEAD (E) MALL LIGHT (E) METAL FRAMING O O O. SOLID F.T. WD. CBLOCNTKING : �I III ig ::: -`. .;, 2 5/8 r BOTTOM RAIL %/ 1/2' CLR. TEMP. GLASS SIDELITE I \ '. E OF RAIL & PIVOT POINT TYP. (V.LF.) METAL BLOCKING FOR SIGNAGE -� .................- .........� • • _l_ Cr. ramie al / / 5/16 r- • END CAP, L- BRACKET ALUM. GLAZING ..........:.:..... . - / ( l l J \ \ \ \ \ DUST -PROOF STRIKE, LOCATE AS �. CHANNEL SECURE GLAZING W/ BLACK STRUCTURAL I I REQUIRED PER THUMBTURN LOCATION CYLINDER LOCK SIUCONE _ 1 /2' GLASS STABILIZER FIN DOOR SWING SIGNAGE, SEE ELEVATION 3 /A5.Ob FOR ADDITIONAL INFORMATION 1/2" CLEAR TEMPERED • • GLASS DOORS GLAZING P TCH FITTING ENTRY DOOR PIVOT / SIDELIGHT 6' -1� -O 12 NOT USED 9 ENTRY DOOR HEAD ' -11-011 SOFFIT AT SECOND LEVEL 3� 0-06 C OF RAIL C OF RAIL PLATFORM AT ALIGN ALIGN SALES AREA +0' -6' A.F.F. �`' \ ` �`' _ -I _. \ : Y� r \ ?;. • +"� RECESSED ENTRY SALES AREA RECESSED ENTRY '� SALES AREA CONCOURSE RSE - 2" X 6" HIGH STAINLESS STEEL GLAZING SILL SECURED TO CONCRETE SUB -FLOOR WITH 1/2' TEMPERED GLASS WITH CLEAR NON - YELLOWING SIUCONE JOINTS < • CLEAR TEMPERED GLASS SILL STEEL BRAKE CLADDING BEYOND MALL FLOORING FROM UNE TO CLOSURE UNE ANCHOR AS REQ'D SALES AREA FLOORING - AS REQUIRED +0' -0" A.F.F. obik FINISH FLOOR CONCRETE SLAB STOREFRONT ENTRY DOOR • � 1/2 N '- N. r K' GLAZING STAINLESS STEEL BRAKE METAL CLADDING BEYOND -\ tO - - ALIGN • STAINLESS METAL (N) LEASE (N) MALL FLOORING FROM LEASE UNE TO CLOSURE LINE AL SILL SCHLUTER STRIP � ;' � STAINLESS STEEL CLADDING (E) REPAIR t F BOTTOM PIVOT (E) SALES AREA FLOORING - REPAIR AS REQUIRED +0' -0" A.F.F. AL FINISH FLOOR r - ON 3/4' F.R.T. PLY. WD. ON 5/8" GYP. BD. ON METAL STUD FRAMING. TYP. ALL SIDES SEAM STAINLESS AS SHOWN • a Q a (N) MALL FLOORING TO MATCH (E) ADJACENT MALL FLOORING </LA I a a Q a a 4 , a Q a (E) CONCRETE SLAB • a g ° a a a (E) TENANT LL FLOOR (E) (E) 1/2" TEMPERED GLASS AND STAINLESS STEEL GLAZING SILL 1, -4r / GROUT LINES TO LINE UP WITH / / REPAIR AS REQUIRED i Plotted Friday TABLE OF CONTENTS 01300 ADMINISTRATIVE REQUIREMENTS 01045 CUTTING AND PATCHING 05500 METAL FABRICATIONS 06100 ROUGH CARPENTRY 06200 FINISH CARPENTRY 06400 MILLWORK - NOT USED 07270 FIRESTOPPING - NOT USED 07215 INSULATION and SOUND ATTENUATION - NOT USED 08112 STANDARD STEEL DOORS - NOT USED 08200 WOOD DOORS - REFER TO DOOR SCHEDULE - NOT USED 08360 STOREFRONT SECURITY GRILLE - NOT USED 08450 ALL -GLASS ENTRANCES AND STOREFRONTS 08700 FINISH HARDWARE 08800 GLAZING 09110 METAL STUD FRAMING 09260 GYPSUM BOARD ASSEMBLIES 09300 TILE 09510 SUSPENDED ACOUSTIC CEILINGS - NOT USED 09650 RESILIENT FLOORING AND BASE - NOT USED 09900 PAINTING 10440 SIGNAGE 10675 METAL STORAGE SHELVING - NOT USED 10805 TOILET AND BATH ACCESSORIES - NOT USED Section 01300 ADMINISTRATIVE REQUIREMENTS 1 CONTRACT CONSIDERATIONS 1.1 SECTION INCLUDES A. Schedule of values. B. Application for payment. C. Change procedures. D. Alternatives. 1.2 RELATED SECTIONS 1.3 SCHEDULE OF VALUES A. Submit a printed schedule on form included with bid proposal. B. Include within each line item, a direct proportional amount of Contractor's overhead and profit. C. Revise schedule to list approved Change Orders, with each Application For Payment. 1.4 APPLICATIONS FOR PAYMENT A. Submit three copies of each application on AIA Form G702 - Application and Certificate for Payment and AIA G703 - Continuation Sheet. B. Content and Format: Utilize Schedule of Values for listing items in Application for Payment. C. Waiver of Lien: Submit Partial Conditional Waiver of Lien with each Application for Payment. Also include Partial Waiver of Lien for any previously received payments. D. Include an updated construction progress schedule. 1.5 CHANGE PROCEDURES A. The Architect Engineer will advise of minor changes in the Work not involving an adjustment to Contract Sum /Price or Contract Time as authorized by AIA A201, 1987 Edition, Paragraph 7.4 by issuing supplemental instructions on AIA Form G710. B. Maintain detailed records of work done on Time and Material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work. C. Change Order Forms: AIA G701 Change Order D. Execution of Change Orders: Architect will issue Change Orders for signatures of parties as provided in the Conditions of the Contract. 1.6 ALTERNATIVES A. Accepted Alternatives will be identified in Owner- Contractor Agreement. B. To be considered for acceptance, alternates must be submitted with bid proposal, as separate add or deduct items. Base bid shall include all items and manufacturers as enumerated on drawings and /or in specifications. C. Coordinate related work and modify surrounding work as required. 2 SUBMITTALS 2.1 SUMMARY A. Submittal procedures. B. Construction progress schedules. C. Proposed Products list. D. Shop Drawings. E. Samples. F. Certificates. 2.2 SUBMITTAL PROCEDURES A. Transmit each submittal with Architect accepted form. B. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix. C. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate. D. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents. E. Schedule submittals to expedite the Project, and deliver to Architect at business address. Coordinate submission of related items. F. For each submittal for review, allow 15 days excluding delivery time to and from the contractor. G. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work. H. Provide space for Contractor and Architect or Engineer review stamps. I. When revised for re- submission, identify all changes made since previous submission. J. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements. K. Submittals not requested will not be recognized or processed. Section 01045 CUTTING AND PATCHING 1 GENERAL 1.1 RELATED DOCUMENTS A. All of the contract Documents, Including General Conditions, Supplementary Conditions, and other Division 1 - General Requirements, apply to the work of this section. B. This section contains general information that applies to all work performed under the Contract and is inherently made a part of each specification section. 1.2 CORING, CUTTING AND PATCHING A. Subcontracting Information: The responsibility for cutting, coring and patching shall be as agreed to between Contractor and Subcontractor. 1. General Contractor's Responsibilities: The Contractor shall carefully check for concealed pipes, electrical conduits, and other utilities before permitting cutting or coring to proceed. If unknown concealed utilities are encountered, the Contractor shall notify the Owner, Landlord and Architect, and follow the Architect's directions. If any concealed utility is damaged due to improper or incomplete checking, the Contractor shall repair or reroute the utility as directed by the Architect at no additional cost to the Owner. The General Contractor shall ensure that all coring, cutting, and patching work is done in compliance with these specifications. 2. SUBCONTRACTOR RESPONSIBILITIES: Subcontractors shall coordinate work for which they are responsible with the General Contractor to minimize the need for coring, cutting and patching. B. Limitations: Do not core, cut, or patch any work in a manner that would result in a failure of the work to perform as intended, decreased energy performance, increased maintenance, decreased operational life, or decreased safety. 1. Structural Work: Do not core or cut structural work or bearing walls without written approval from Landlord. Where coring, cutting or patching of structural work is necessary and approved by Landlord and Architect, perform work in a manner which will not diminish structural capacity nor increase deflection of member. Provide temporary shoring and bracing as necessary. Ensure the safety of people and property at all times. C. Patching Materials: Use materials identical to materials to be cut and patched. If identical materials are not available or cannot be used, use materials that match the cut materials to the greatest extent possible. Provide finished work that will result in equal to or better than existing performance characteristics. D. Inspection: Before coring, cutting, or patching, examine surfaces and conditions under which work is to be performed and correct unsafe and unsatisfactory conditions prior to proceeding. E. Protection: Protect all adjacent work from damage including water damage from coring or cutting equipment requiring water. Protect the work from adverse conditions. F. Coring and Cutting: Core and cut work using methods least likely to damage adjoining work. Use tools designed for drilling, sawing, or grinding, not hammering or chopping. Use saws or drills to ensure neat, accurately formed holes to sizes required with minimum disturbance to adjacent work. Temporarily cover openings; maintain weather - tightness and safety. G. Patching: Patch seams and joints with materials which are durable and invisible. Comply with specified tolerances for similar new work; create true even planes with uniform continuous appearance. Restore finishes of patched areas and, if necessary, extend finish restoration onto adjoining unpatched area to eliminate evidence of patching and refinishing. Repaint entire assemblies, not just patched area. Remove and replace work judged by the Architect to be cut and patched in an unsatisfactory manner. H. Qualifications: Retain experienced and specialized firms and original installers of existing work (where possible), to perform coring, cutting and patching work so that new work will match unpatched work as closely as possible. 2 PRODUCTS - Not Used. 3 EXECUTION - Not Used. Section 05500 METAL FABRICATIONS 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Shop fabricated metal items, steel and aluminum. 2. Shop fabricated metal items, steel corner guards. 3. Shop fabricated metal items, stainless steel storefront cladding. Related Sections: 1. Section 09910 - Paints and Coatings. Reference Standards: 1. All steel construction shall comply with the "American Institute of Steel Construction (AISC)" 9th edition of "Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings. 1.2 QUALITY ASSURANCE A. Fabricator: Company specializing in welded components with a minimum of 5 years documented experience in accordance with NMMM standards. 1.3 SUBMITTALS A. Submit shop drawings to requirements of Section 01300. B. Indicate on shop drawings, profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. B. 2 PRODUCTS 2.1 MATERIALS A. Steel Sections: ASTM A36/A36M. B. Anchor bolts: ASTM A307 Steel to steel bolts: ASTM A325 Furnish nuts, bolts and washers. C. Welding Materials: AWS D1.1, E70XX electrodes. D. Primer: SSPC 15 Type 1, red, for shop application and field touch -up. E. Touch -up Primer for Galvanized Surfaces: Zinc rich type. F. Aluminum: 6063 alloy. 2.2 FABRICATION A. Fit and shop assemble in largest practical sections, for delivery to site. B. Grind exposed welds flush and smooth with adjacent finish surface. C. Make exposed joints butt tight, flush, and hairline. D. Supply components required for anchorage of metal fabrications. 2.3 FINISHES A. Do not prime surfaces in direct contact bond with concrete or where field welding B. Prime paint items with one coat. 3 EXECUTION 3.1 INSTALLATION A. Install items plumb and level, accurately fitted, free from distortion or defects. B. Perform field welding to AWS D1.1. C. After installation, touchup field welds, scratched or damaged surfaces with primer. Section 06100 ROUGH CARPENTRY 1 GENERAL 1.1 DESCRIPTION OF WORK: This section includes, without limitation: A. Concealed wood blocking and nailers. B. Mounting boards for electrical panels and telephone equipment. 1.2 RELATED WORK: Without limitation, related work includes: A. 06200 - Finish Carpentry; work needing blocking. B. 06400 - millwork: needing blocking. C. 09650 - Resilient Flooring and Base. 2 PRODUCTS is required. REVIEWED ODCCMPLF ,D A R PROVE,® CE MAY 162011 City of Tu . 81111 DING kw�la 2.1 BLOCKING: Construction grade or No. 2 Southern Yellow Pine complying with PS 20. A. Decay Treated: For blocking in contact with masonry or concrete, provide blocking pressure treated with waterborne preservatives complying with AWPB LP -2 and AWPA C2. Dry lumber to maximum moisture content of 19% after treatment. Fire- Retardant Treated: For interior blocking indicated to be fire - retardant treated, provide blocking which is UL labeled fire - retardant FR -S. Dry lumber to maximum moisture content of 19% after treatment. 2.2 PLYWOOD BACKING PANELS: Provide 5/8 inch thick, APA trademarked, UL labeled, Class A fire - retardant treated, C face, Exposure 2 panels complying with PS 1. 3 EXECUTION 3.1 BLOCKING INSTALLATION: Choose blocking to eliminate split, warped and twisted members. Securely anchor blocking to substrates and structure to support applied work and loads. Install blocking flush with framing. Countersink bolts and other fasteners flush with face of blocking. Coordinate with other work to ensure correct size and placement of mounting boards. 3.2 MOUNTING BOARD INSTALLATION: Screw panels to framing at not over 6 inches on center at edges and 8 inches on center within panel. Countersink fasteners flush with surface of plywood. Coordinate with other work to ensure correct size and placement of mounting boards. Section 06200 FINISH CARPENTRY 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Finish carpentry items, other than shop prefabricated casework. 2. Door, Hardware and accessories installation. B. Related Sections: 1. Section 06070 - Wood Treatment. 2. Section 06110 - Rough Carpentry: Wood Blocking and Curbing. 3. Section 06410 - Millwork: Custom casework; shop fabricated cabinetwork. 4. Section 08210 - Wood Doors. 5. Section 08800 - Glazing. 6. Section 09910 - Painting: Painting and finishing of finish carpentry items. 1.2 QUALITY ASSURANCE A. Company specializing in custom carpentry work with minimum 3 years documented experience. B. Perform finish carpentry work to Custom AWI Quality Standards. C. Fire retardant treatment to conform to requirements of Section 06070. D. Lumber Grading: AWI. 1.3 REGULATORY REQUIREMENTS A. Conform to applicable sections of BOCA and NFPA codes for fire retardant requirements. 1.4 SUBMITTALS A. Submit shop drawings and product data to requirements of Section 01300. B. Indicate on shop drawings, materials, component profiles, fastening methods, jointing details, finishes, accessories, and to a minimum scale to show required detail. 1.5 SUBMITTALS A. Submit samples to requirements of Section 01300. B. Submit [2] samples 12 x 12 inch in size illustrating wood grain and specified finish for each species of wood required on the project. pal -127 CITYO TIU LA MAY 0 4 2011 PERMIT CENTER US159 SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALL TUK1AlILq WASHINGTON 98188 REGISTERED ARCHITECT DBMS MICHAEL HEATH \\\ STATE OF WASHING j �� �e�• 'A*18 2012 ilko DH Dennis Heath, Architect 2470 Mariner Square Loop Alameda, CA 94501 Drewiugs and uritteo material appearing herein caastitute original and unpublished work of the Architect and mad not be duplicated, used or disclosed without ',Hite' consent of the Architect c°DENNIS HEATH ARCHITECT -2007 QAQC No. Date Issue 04/08/11 CLIENT REVIEW SET 04/29/11 PERMIT /LANDLORD /BID SET Project N Scale Drawney: 45096 JW R: \HM\Projects\2011_Projects \45096 Southeenter Mall Remodel\Drawings \CD \U5159_ Drawing No. SPECIFICATIONS SP.1 Plotted Friday April 29, 2011 2:55pm by Joanna 2 PRODUCTS 2.1 ACCESSORIES A. Contact Adhesives: Water base type. B. Wall Adhesive: Solvent release, cartridge type, compatible with wall substrate, capable of achieving durable bond. C. Nails: Size and type to suit application, plain finish. D. Bolts, Nuts, Washers, Blind fasteners, Lags, and Screws: Size and type to suit application; [plain] galvanized finish. E. Lumber for Shimming, Blocking, and reinforcing: Softwood lumber of Hem -Fir species. F. Primer: Alkyd primer sealer type. G. Wood Filler: Solvent base, tinted to match surface finish color. 2.2 WOOD TREATMENT A. Wood Treatment: Refer to Section 06070. 2.3 HARDWARE A. See Section 08710 for door hardware. 3 EXECUTION 3.1 EXAMINATION A. Verify that site conditions are ready to receive work. B. Beginning of installation means acceptance of site conditions. C. Carpentry contractor will be required to receive, store, and install all hardware and toilet accessories. All keys are to be turned over to the Owner's Representative immediately upon receipt of the hardware. Properly tag all hardware for installation in the required location. 3.2 INSTALLATION OF ACCESSORIES A. Install work in accordance with AWI Custom quality standard or applicable manufacturer's written installation instructions. B. Set and secure materials and components in place, plumb and level. C. Install components, trim, etc. with nails, screws, or bolts as required by mounting conditions or as noted on drawings. D. Use adhesive by gun application where required by manufacturer. E. Apply plastic laminate finishes where indicated. Apply laminate backing sheet on reverse side of plastic laminate finished surfaces. 3.3 INSTALLATION OF DOORS AND HARDWARE A. Install wood doors and frames in accordance with the manufacturer's instructions. B. Maintain alignment with adjacent work. C. Allow wood doors to become acclimated to site conditions prior to hanging. D. Field trimming of fire -rated doors will not be permitted. E. When job fitting of wood doors is required, trim doors equally from both side stiles or top and bottom rails as required to maintain clearances per AWI specifications. F. Conform to ANSI /NWWDA I.S.1.6- Hardware Locations for Wood Flush Doors and NFPA -80 - Fire Doors and Windows requirements for the proper use, location, and installation of acceptable finish hardware. G. Prepare wood doors to receive the approved scheduled hardware. Using proper sized bits, pilot drill screw and bolt holes for finish hardware. H. Install hardware on all wood and hollow metal doors using screws and bolts supplied or specified by the hardware manufacturer. Securely anchor hardware in the correct position and alignment. I. Coordinate the installation of any glazing required in doors with glazing contractor. J. Install any specified doors louvers not installed by manufacturer. 3.4 PREPARATION FOR SITE FINISHING A. Set exposed fasteners. Apply wood filler in exposed fastener indentations. B. Site Finishing: Refer to Section 09910. room 'on 06400 ,ktl 1 I 1 a; NERAL NOTE TO C ' RACTOR: The work o this section has been assigned by the Owner as a separate contra to a Millwork Contractor for fabrication with installation by the General Contractor. The Ge - ral Contractor shall schedule and co• dinate all work of this section including submittals for 0 er and Architect approval. The gene , contractor is responsible for providing and installin • he shop drawings and finished for the empl -e lounge, administrative office, deco office as ' dicted on the Back of House drawing. All other millwo i.e.: cash wrap desks, fixture panels stoc oom equipment etc. as indicated by the responsibility schedu is to be provided by owner and in • lied by the general contractor. 1.1 DESCRIPTION OF WORK: This ection includes, without li • ' ation: A. Casework including cash wrap, des', tables, etc. B. Casework shelf lighting including trans • rmers installed d prepared by Millwork Contractor for field connection by General Contractor. C. Cash wrap desk assembly including all con • it a ; junction boxes Contractor for field connection by General Co • ctor. 1.2 WORK DESCRIBED IN THIS SECTION, BUT N ' I CONTRACT: A. Custom stools, custom fabricated bench, . nd benc cushion [loose furnishings]. 1.3 RELATED WORK: Without limitation, r ated work by eneral Contractor includes: A. 06100 - Rough Carpentry; conceal - ' wood blocking. B. 06200 - Finish Carpentry C. 08200 - Wood Doors D. Electrical: field connection ' Millwork to electrical service and ' gh -in. E. Plumbing: field connectio of plumbing. F. F. Plastic laminate ork surface, shelves, grommets and wall stan • ; ds in manager's installed and prepared by Millwork office. section 0 /v0 FIRESTOPPING 1 GENERAL 1.1 DESCRIPTION OF WORK: This section includes, without limitation: A. Firestopping all penetrations through fire -rated assemblies. Complying with building codes and requirements of authorities having jurisdiction. 1.2 RELATED WORK: Without limitation, related work includes: 07900 - Joint Sealers and fillers 3 PERFORMANCE REQUIREMENT: Provide UL tested firestopping assemblies which are applicable to condition encountered, or in the absence of tested assemblies, provide firestopping assemblies recommended by the firestopping system manufacturer's staff engineers and as approved by authorities having jurisdiction. • 2 PRO CTS 2.1 MINE 2.2 FIRE A. 3M Fire- B. SOHIO Carb C. Nelson Elect D. Dow Corning E. General Electric F. Hilti Construction G. International Prote H. Tremco, Fyre -Shiel 2.3 ACCESSORIES: Pr provide complete, L FIBER FIRESAFING: U.S.G. " Thermafiber Safing Insulation" or equal. PPING SEALANTS AND PUTTY: Provide the following or equal: rrier FS -195 Wrap, CP -25 Caulk and Moldable Putty. rundum Fiberfax Fyre Putty. Company, FSP Firestop Putty, CLK firestop Sealant, CMP Firestop Corn rporation, Silicone RN Foam. Company, Pensil 100 Sealant and 200 Foam. Chemicals, Inc., CS240 Firestop Sealant and CS 2420 Intumesce ve Coatings Corporation, Flamesafe and KBS products. or Fyre -sil. ide anchorage accessories and other components and • fective firestopping systems complying with UL tested • 3 EXECUTION • 3.1 INSTALLATION: Provide fi stopping materials and thickness as requir of the assemblies into w ' h the materials are installed. Strictly Install firestopping without , • ps and voids of any kind. I. A. Inspect firestopping work • nd repair or replace work which h -- removed before firestopping is conceal • or enclosed. Section 07215 JNSULATION and SOUND ATTENUATION 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Acoustic insulation in wall and ceiling • 2. Fire safing insulation. 1.2 SYSTEM DESCRIPTION A. Materials of this section shall provide in ac• and ceiling materials specified in other sections. 1.3 SUBMITTALS A. Submit product data to requireme r s of Section 2 PRODUCTS struction. • und. Wrap. e cessories as needed to assemblies. to maintain the fire- ratings tch UL tested assemblies. s been damaged, disturbed, or h stic and /or fire safing barrier in conjunction with wall 1300. 2.1 ACCEPTABLE MANUFACTURERS A. USG Thermafiber Sound Att uation Fire Blankets. B. U.S. Gypsum Co. Thermafi r Safing Insulation C. Substitutions: To requir ents of Division 1 2.2 MATERIALS A. Blanket Insulation: 3' ick mineral fiber, unfaced, 16 "x48" in B. Insulation shall have density of 2.5 pcf and shall be rated Standard 220 when tested according to ASTM E136. Blankets ceiling spaces wit ut any covering required. C. Rock Wool Fiber afing Board: ASTM C612, Class 1 and Class 2, with water -resi ant binders, ASTM C518, thermal conductivity of "k 75'F. Nominal 4 pcf density. Provide manufacturer's standard sizes spread 15, oke developed 10 or less. 3 EXECUTION • walls and 24 "x48" in ceilings. oncombustible as defined by NFPA all be rated for exposure in plenum mi -rigid rock wool fiber board = 0.25 Btu in /hr.ft.sq. T at thickness per ASTM E84, flame 3.1 EXAMINATION A. Verify ' hat site conditions are ready to receive work. B. Begi' ping of installation means acceptance of site conditions. 3.2 INST ' ON A. I :tall sound insulation blanket in walls with friction fit securely between studs. ankets closely together and fill all voids. B. Install sound attenuation fire blankets over ceiling panels, extending 48" beyond all tightly fit around all grillage, hangers and other vertical penetrations. Use manufac Thermafiber Light Fixture Protection Kits to cover lay -in light fixtures. Fit insulation tight in spaces and tight to exterior side of mechanical and electrical se the plane of insulation. Leave no gaps or voids. i utt ends of artitions and rer's es within section 0811Z STANDARD STEEL DOORS 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Non -rated and fire rated rolled steel doors and panels. B. Related Sections: 1. Section 09110 - Standard Steel Frames. 2. Section 08700 - Door Hardware. 3. Section 09900 - Painting: Field painting of doors. QUALITY ASSURANCE A. SDI -100 - Standard Steel Doors and Frames. DHI - Door Hardware Institute - The Installation of Commercial Steel Doors a Steel Frames, Insulated Steel Doors in Wood Frames and Builder's Hardware. Fire Rated Door, Panel, and Frame Construction: ASTM E152. Handicapped: ANSI A117.1. ALS bmit shop drawings and product data to requirements of Section 01 O. •' ate on shop drawings, door elevations, internal reinforcement, clo re method, and • uts for and louvers. product data on standard door and panel construction. 1. C. D. 1.3 SUBM A. B. C. In cut glazing Provid 2 PRODUCTS 2.1 ACCEPTABLE MAN A. Ceco Door B. Fenestra. C. Steelcraft. D. Amweld. E. Republic. F. Substitutions: To 2.2 DOORS A. Exterior Doors: SDI - B. Interior Doors: SDI -1 C. Door Core: Cardboard D. End Closure: Channel, 2.3 ACCESSORIES A. Silencers: Resilient rubber B. Glazing Stops: Rolled steel tamperproof screws. C. Bituminous Coating: Fibered as D. Primer. Zinc chromate type. 2.4 FABRICATION A. Mullions for Double Doors: Fixed t B. Astragals: Metal T shaped astragal C. Fabricate doors with hardware rein D. Close top edge of exterior door 2.5 FINISH A. Primer: Baked on rust inhibitin B. Finish: See Painting Section 0 FACTURERS oducts. quirements of Division 1. 00 Grade I, Model 1. 0 Grade I, Model 1. oneycomb for interior an Polyurethane foam at exterior. 'nimum 14 gauge, inv ed. AD .PROVENCE 2011 CityofTu la BUILDING ply/'fi tied into drilled le. hannel shape, itered corners; prepared for countersink style alt em sion. 3 EXECUTION 3.1 INSTALLATION A. Install doors to SDI B. Install accessories a 3.2 TOLERANCES A. Maximum Diagonal corner to corner. Section 08200 111 111 :1, 1 GENERAL ;l► 1 10 s' or double doors. • rc: ent plates welded in place. ith in rted steel channel closure. primer. 910. dicated on drawings. Seal joints watertight. istortion After Installation: 1/16 t 'ch measured with straight edge, 1.1 DESCRIPTION A. Flu 1.2 RELATED A. 08 B. 09 1.3 REFEREN Quality 2 PRODU 3 2.1 A 2.2 S WORK: This section includes, without limitation: Flush w d doors. WO : Without limitation, related work includes; 70 - Finish Hardware. 9 - Painting; field painting doors. STANDARDS: Comply with Architectural Woodwork Institute "Arch ectural Woodwork Standards ". c • SH WOOD DOORS: AWI Premium Grade, PC -5 construction. Species and Cut: Paint grade rotary cut birch. RE-FIT AND PRE - MACHINE: Pre -fit doors to location and pre- machine doors for ardware listed on final hardware schedules. EXECUTION 3.1 INSTALLATION: Strictly comply with manufacturer's instructions and recommendations, and recommendations of AWI. Acclimatize doors to prevailing conditions for at least 5 days before installing. Fit an machine doors to the extent not done at factory. Trim edges equally on both sides to prevent unbalanced construction. Do not trim tops or bottoms more than 3/4 ". A. Use on threaded -to- the -head wood screws for mounting hardware and hanging doors. Make doors swing freely without binding or scraping the frame and so that doors that are not self - closing remain motionless at any location when released. • OEIV CITYiOFTU LA MAY 0a 2011 PERMIT CENTER US159 SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALL TUKWILA WASHINGTON 98188 NItt. REGISTERED ARCHITECT OENNIS MICHAEL HEA SPATE OF WASHIN• gyp. w►+3s zo DII Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 Drovings and written material appearing herein solstitial original and unpublished work of the Architect and mad not be duplicated, used or disclosed without arittea consent of the Architect ©DENNIS HEATH ARCHITECT -2007 QAQC No. Date Issue 04/08/11 CLIENT REVIEW SET 04/29/11 PERMIT /LANDLORD /BID SET Project No. 45096 Scale DrawnHy: JW R: \HM\ Projects \2011_Projects \45098 Southcenter Mall Remodel\Drowings \CD \US159_ Drawing No. SPECIFICATIONS SP.2 Plotted Friday April 29, 2011 2:55pm by joanna B. C. Through - Bolts: Do not use visible through -bolts to mount any hardware. Screws and Pilot Holes: Drill proper size pilot holes for all screws to reduce splitting. If not otherwise recommended by door or hardware manufacturer, use 1 -1/2" long #12 threaded -to- the -head wood screws. Where visible, provide screws finished to exactly match vi ' • I hardware on door. Clearances and Tolerances: For non -rated doors, provide uniform 1/8" clearances at hea•, jambs and meeting stiles (of pair of doors). Provide uniform 1/2" clearance at bottom, exce . at resholds provide uniform 1/4" clearance. Section 083 STOREFRONT S URIIY GRID 1 GENERAL 1.1 SUMMARY: A. Section Inclu • s: 1. Motorized erhead coiling security grille. 1.2 QUALITY ASSURANCE: A. Use adequate num . - rs of skilled workmen who are tho ' • ughly trained and experienced in the necessary craft and who a . completely familiar with the s ' - cified requirements and the methods needed for the proper perfo • nce of the work of this ction. PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS: A. Metro Door model J925 GRILLE. B. Alumatek Inc. model AT -9. C. Dynaflair Corp. Legionaire model. 2.2 COMPONENTS /ACCESSORIES: A. Curtain to have 5/16" dia. hod •ntal rod spaced not to exceed 2 1/2" o.c. and vertical links at max. 9" o.c. Additio al horizontal ds shall be placed between main rods within 18" horizontally and vertically of centerline of lock echanism. B. Guides and bottom bar t• •e finished per the I 'sh indicated on the plans. C. Lock device shall be ce er mounted providing sim taneous locking into both jambs from a cylinder mounted on the m • side and tamper proof thum , turn on the store side. D. Provide emergency -lease device to automatically dise 'age the motor drive and allow unlocked door to • pen part way. E. Provide manufa ► urers standard U.L. approved motor in ca ► • city recommended by manufacturer ith interlock to prevent motor operation when ock is engaged. Motor to be operated b lush mounted key switch - refer to plans for lo tion. F. All other omponents to provide complete security grille installati • to be as selected by manufa' urer for this particular type of installation. 3 EXECUTIO 3.1 V A FICATION: Examine the areas and conditions under which work of this section will be p. ormed. Do not proceed until unsatisfactory conditions are corrected. 3. INSTALLATION: A. Install the work of this section in strict accordance with the original design, pertin t requirements of governmental agencies having jurisdiction, and the manufacturers recomme red installation procedures, anchoring all components firmly into position for long life under hard se. B. Upon completion of the installation, put all items through at least ten operation cycles. Make required adjustments and assure that the components are in optimum operating condition. Section 08450 ALL - GLASS ENTRANCES AND STOREFRONTS A. GENERAL: PROVIDE ALL -GLASS ENTRANCES INCLUDING DOORS, SIDELIGHTS, SIDELIGHT FRAMING, HARDWARE AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION; COORDINATE WITH ADJACENT CONSTRUCTION. B. CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING ACCESS FOR PERSONS WITH DISABILITIES INCLUDING ACCEPTABLE LOCATIONS FOR HAND OPERATED HARDWARE. C. MANUFACTURERS: BLUMCRAFT, VIRGINIA GLASS, OR BRITE VUE. D. TYPE: ASTM C1048, KIND FT, FULLY TEMPERED SAFETY GLASS DOOR AND SIDELIGHT SYSTEM WITH CONCEALED CLOSERS, PIVOTS, PUSH /PULLS, THRESHOLDS, AND ELECTROMAGNETIC LOCK HARDWARE; MINIMUM 1/2" THICK GLASS. 1. EXPOSED METAL FINISH: NO. 4 SATIN DIRECTIONAL POLISHED STAINLESS STEEL, NOT LESS THAN TYPE 304 FOR INTERIOR LOCATIONS, TYPE 316 FOR EXTERIOR LOCATIONS. E. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE REQUIREMENTS FOR ACCESS FOR PERSONS WITH DISABILITIES. Section 08700 FINISH HARDWARE 1 GENERAL 1.1 DESCRIPTION OF WORK: This section includes, without limitation: A. Finish hardware for interior doors. B. Lock cylinder for entrance door to coordinate with lock specified in Section 08450. 1.2 RELATED WORK: Without limitation, related work includes: A. 08200 - Wood Doors. B. 08800 - All Glass Storefront System. 1.3 SUBMITTALS: Submit the following in compliance with Divisions 0 and 1: A. Provide data. B. Shop drawings. 2 PRODUCTS 2.1 As specified in Door Schedule. 3 EXECUTION 3.1 INSTALLATION: Strictly comply with manufacturer's instructions and recommendations. Mount hardware at locations to comply with Door and Hardware Institute Recommended Locations for Builders Hardware for Standard Steel Doors and Frames and National Wood Window and Door Association ANSI /NWWDA Industry Standard 1.7. A. Set hardware plumb, level and in exact alignment and location. Conceal and countersink fasteners to the greatest extent possible. Use only threaded -to- the -head screws for all hardware attached to wood doors and frames. Use #12 screws for hinges, closers, and other highly stressed hardware, unless otherwise recommended by hardware manufacturer. Do not use exposed through -bolts to mount any hardware. Adjust all hardware to work easily, smoothly, and correctly. Section 08800 GLAZING 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Glass and glazing B. Related Sections: 1. Section 06200 - Finish Carpentry: components with requirement for glass. 2. Section 08112 - Steel Doors and Frames. 3. Section 08200 - Wood Doors. 1.2 REFERENCES A. Perform Work to FGMA Glazing Manual, FGMA Sealant Manual, SIGMA, and Laminators Safety Glass Association - Standards Manual, for glazing installation methods. 1.3 SYSTEM DESCRIPTION A. Size glass to withstand dead loads and positive and negative live loads acting normal to plane of glass. B. Limit glass deflection to 1:200. 1.4 SAMPLES A. Submit samples to requirements of Section 01300. B. Samples: Submit two samples 6x6 inch in size, illustrating glass for, coloration and design for anything other than clear glazing. 1.5 QUALITY ASSURANCE A. Perform Work in accordance with FGMA Glazing Manual, for glazing installation methods. B. Select glazing compounds and sealants to glass manufacturers instructions. REVIEWED FOR ;ODE COMPLIANCE "PROVED MAY 16 2011 0404711166 for Sections referencing this section for Products and installatiNUILDING DIVISION 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. PPG Glass. B. LOF Glass. C. Guardian Industries. D. Ford Glass. E. Substitutions: To requirements of Division 1. 2.2 FLAT GLASS MATERIALS A. Float Glass (Type FG -A): Clear, 1/4 inch thick. B. Mirror Glass (Type FG -F): Float Plate glass, 1/4 thick, sizes as noted on Drawings. 2.3 GLAZING COMPOUNDS A. Butyl Sealant (Type GC -A): ASTM C920, single component; Shore A hardness of 10 to 20 black color; non - skinning. 2.4 GLAZING ACCESSORIES A. Setting Blocks: Neoprene, 80 to 90 Shore A durometer hardness. B. Spacer Shims: Neoprene, 50 to 60 Shore A durometer hardness. C. Glazing Tape: Preformed butyl compound with integral resilient tube spacing device. D. Mirror Attachment Accessories: Chrome finish continuous J channels at all exposed edges or as detailed on drawings. Mirror adhesive, chemically compatible with mirror coating and wall substrate. 3 EXECUTION 3.1 EXAMINATION A. Verify that openings for glazing are correctly sized, within tolerance and clean. 3.2 PREPARATION A. Clean contact surfaces with solvent and wipe dry. B. Seal porous glazing channels or recesses with substrate compatible primer or sealer. C. Prime surfaces scheduled to receive sealant. 3.3 INTERIOR - WET /DRY METHOD (TAPE AND SEALANT) A. Cut glazing tape to length and install against permanent stops, projecting 1/16 inch above sight line. B. Place setting blocks at 1/4 points with edge block no more than 6 inches from corners. C. Rest glazing on setting blocks and push against tape to ensure full contact at perimeter of pane or unit. D. Install removable stops, spacer shims inserted between glazing and applied stops at 24 inches intervals, 1/4 inch below sight line. E. Fill gaps between pane and applied stop with butyl type sealant to depth equal to bite on glazing, to uniform and level line. F. Trim protruding tape edge. 3.4 INSTALLATION - MIRRORS A. Set mirrors with adhesive, and J channels where detailed, applied in accordance with adhesive manufacturer's instructions. B. Place plumb and level unless detailed otherwise on drawings. 3.5 CLEANING A. Remove glazing materials from finish surfaces. B. Remove labels after Work is complete. C. Clean glass and mirrors. Section 09110 METAL STUD FRAMING 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Formed metal stud framing at interior locations. 2. Framing accessories. B. Related Sections: 1. Section 06110 - Wood Framing: Rough wood blocking within stud framing. 2. Section 06200 - Finish Carpentry. 3. Section 07213 - Batt Insulation: Insulation within stud framing. 4. Section 09260 - Gypsum Board Assemblies C. Reference: All metal stud construction shall comply with the "American Iron and Steel Institute" ,AISI Current Edition of "Specifications for the Design of Cold Formed Steel Structural Members ". 1.2 SYSTEM DESCRIPTION A. Metal stud framing for interior walls, with acoustic insulation specified in Section 07213 and gypsum board specified in Section 09260. 1.3 QUALITY ASSURANCE A. Perform Work to ASTM C840. 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. U. S. Gypsum Company. B. National Gypsum Company. C. Dale Industries. D. Substitutions: To requirements of Division 1. 2.2 STUD FRAMING MATERIALS A. Studs: ASTM C645, electro- galvanized, non -load bearing rolled steel, channel shaped, punched for utility access, as follows: 1. Width: as noted on drawings. 2. Thickness: 20 ga. minimum. Runners: Of same material and finish as studs, bent leg retainer to receive studs. Furring and Bracing Members: Of same material and finish as studs, thickness to suit purpose. Fasteners: Self drilling, self tapping screws of length not less than thickness of finish material plus inch. Anchorage Devices for concrete: Powder driven. Primer. Zinc oxide touch -up for galvanized surfaces. B. C. D. E. F. 3 EXECUTION 3.1 ERECTION A. Align and secure top and bottom runners at 24 inches o.c. B. Fit runners under and above openings; secure intermediate studs at spacing of wall studs. C. Install studs vertically at 16 inches o.c. unless otherwise noted on drawings. Align stud web openings. D. Secure studs to tracks. Brace stud framing system and make rigid. E. Stud splicing is permissible by overlapping with flanges in opposite directions to form a box section with overlap length a minimum of I/15 of wall height. Where wall height exceeds 16', wall shall be braced with diagonal studs at a maximum spacing of 8' O.C. from top 1/3 point of wall to roof structure. F. Construct corners using minimum three studs. Double stud at wall opening, door and window jambs, not more than 2 inches each side of openings. G. Coordinate erection of studs with requirements of door and window frame supports and attachments. H. Coordinate installation of bucks, anchors, and blocking with electrical and mechanical work to be placed in or behind stud framing. I. Blocking and Reinforcement: Secure to studs. Install for support of plumbing fixtures, toilet partitions, wall cabinets, toilet accessories, hardware, etc. J. Refer to Drawings for location of partitions extending to ceiling only, and partitions extending through ceiling to structure above. Maintain clearance under structural building members to avoid deflection transfer to studs. Provide extended leg ceiling runners. K. Coordinate placement of acoustic insulation in multiple stud spaces made inaccessible after stud framing erection. Section 09260 GYPSUM BOARD ASSEMBLIES 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Metal channel ceiling framing. 2. Gypsum board. B. Related Sections: 1. Section 09110 - Metal Stud Framing. 2. Section 06110 - Wood Framing. 3. Section 08111 - Standard Steel Frames. 4. Section 09910 - Paints and Coatings: Surface finish. 1.2 REGULATORY REQUIREMENTS A. Conform to applicable code for fire rated assemblies. 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS - FRAMING MATERIALS A. B. C. D. E. U.S. Gypsum Company. National Gypsum Company. Georgia Pacific. Domtar Gypsum. Substitutions: To requirements of Division 1. cITvoMINIKn MAY 04'2011 PERMIT CENTER US159 SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALL TUK1MLq WASHINGTON 98188 REGISTERED ARCHITECT DENNIS MtOHAEI HEAT � STATE OF WASHIN • ::�` OP) �jep, X11820 DH Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 Drawings aad written material appearing herein caastitute origioal aad unpublished work of the Architect and may net be duplicated, used or disclosed without written consent of the Architect ()DENNIS HEATH ARCHITECT -2007 QAQC No. Date Issue 04/08/11 CLIENT REVIEW SET 04/29/11 PERMIT /LANDLORD /BID SET Project No. 45096 Scale DrawnBy: JW R: \HM\Projects \2011_Projects \46096 Southcenter Mall Rernodel\Drawings \CD \US159_ Drawing No. SPECIFICATIONS SP.3 Platted Friday April 29, 2011 2:55pm by joanna 2.2 ACCEPTABLE MANUFACTURERS - GYPSUM BOARD A. U.S. Gypsum Company. B. National Gypsum Company. C. Georgia Pacific. D. Domtar Gypsum. E. Substitutions: To requirements of Division 1. 2.3 FRAMING MATERIALS A. Furring, Framing, and Accessories: ASTM C645, galvanized steel. 8. Fasteners: Hardened steel. C. Adhesive: ASTM C557. 2.4 GYPSUM BOARD MATERIALS A. Standard Gypsum Board: ASTM C36, of thickness B. Fire Rated Gypsum Board: ASTM C36 for type X, edges. C. Moisture Resistant Gypsum Board: ASTM C630, of tapered edges. 2.5 ACCESSORIES A. Acoustical Insulation: as specified in Section 0721 B. Acoustical Sealant: Non - hardening, non - skinning, C. Corner Beads: Metal. D. Edge Trim: Galvanized steel. E. Joint Materials: ASTM C475, reinforcing tape, joint F. Fiberglass ceiling access panels 3 EXECUTION as noted on drawings, tapered edges. of thickness as noted on drawings, tapered thickness as noted on drawings, with 5. for use in conjunction with gypsum board. compound, adhesive, water, fasteners. 3.1 EXAMINATION A. Verify that site conditions are ready to receive work. B. Beginning of installation means acceptance of site conditions. 3.2 CEILING FRAMING INSTALLATION A. Install to ASTM C754, and manufacturer's instructions. B. Install ceiling framing independent of walls, columns, and above ceiling work. C. Laterally brace entire suspension system. 3.3 ACOUSTICAL ACCESSORIES INSTALLATION A. Install resilient channels at maximum 24 inches o.c. B. Place acoustical insulation per Section 07215. C. Install acoustical sealant within partitions to manufacturer's instructions. 3.4 GYPSUM BOARD INSTALLATION A. Install gypsum board to GA 201, 216, and 600. B. Use screws when fastening gypsum board to furring or framing. C. Erect gypsum soffit board perpendicular to supports. D. Place corner beads at external corners. Place edge trim where gypsum board abuts dissimilar materials. 3.5 JOINT TREATMENT A. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface to a level 5 finish ready to receive finishes. Section 09300 ILE 1 GENERAL 1.1 DESCRIPTION OF WORK: This section includes, without limitation: A. Ceramic and composite tile. 1. Tile Floor and Base. 2. Wall Tile. 3. Divider Strips, Sealants, and other accessories required for a complete tile installation system. 4. Anti -crack membrane. B. Related Sections 1. 09260 - Gypsum Board Assemblies Including Metal Stud And Joist Framing. 1.2 QUALITY ASSURANCE A. Perform work in accordance with: 1. TCA - Tile Council of America. 2. ANSI - American National Standards Institute. 3. ASTM - American Society for Testing and Materials. 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS - TILE AND GROUT A. See decor plan for tile and grout specifications. B. Provide an additional 1% of each tile specified in un- opened manufacturers boxes for future use. 2.2 ACCEPTABLE MANUFACTURERS - SETTING MATERIALS A. TEC Incorporated. B. Laticrete International, Inc. 2.3 FLOOR AND WALL TILE SETTING MATERIALS A. Mortar - latex - portland cement mortar per ANSI A118 B. Grout - latex - portland cement grout per ANSI 118.6 ANSI A108.10 for wall installations. C. Uncoupling membrane- 6.1 Schluter -Ditra for slab on moving /cracking. 2.4 MORTAR AND MIX A. Mix and proportion mortar and grout materials in accordance with manufacturers instructions. 2.5 ACCESSORIES A. Provide threshold reducer strips and / or metal divider strips as detailed or as required for a complete and proper installation. .4 and ANSI A108.5. for slab on grade installations and grade installations with substrate 3 EXECUTION 3.1 EXAMINATION A. Verify that site conditions are ready to receive work. Beginning of installation means acceptance of site conditions. 3.2 INSTALLATION - FLOORS A. Install mortar tile and grout in accordance with manufacturer instructions. Lay tile to pattern B. indicated. Verify pattern is uninterrupted through openings. Cut and fit tile tight to protrusions C. and vertical interruptions, form corners neatly. D. Install mortar, tile and grout in accordance with TCA Handbook Number F113 for slab on grade installations and W244 for wall installations. E. Provide expansion joint detail over each saw -cut or cold joint in the concrete floor. Provide Schluter divider strip at each side of the joint and install backer strip and urethane traffic sealant in color to match grout. F. Examine existing demolished and cleaned flooring substrate. Install membrane over noticeable existing floor cracks as per manufactures instructions. G.C. to include 110 L.F. of membrane installation in quotation. 3.3 CLEANING A. Clean tile surfaces in accordance with tile and grout manufacturers guidelines or if not available the TCA Maintenance Guide. B. Provide instruction to owner's representative in the proper care and maintenance of the flooring. Section 09510 SUSPENDED ACOUSTIC CEILINGS GENERAL .1 DESCRIPTION OF WORK: This section A. Section Includes: 1. Suspended metal grid ceiling sys 2. Acoustical panels. 3. Compasso trim panels. 1.2 SU : ITTALS A. ubmit shop drawings and product B. •vide product data on metal grid 1.3 SAMPLES A. Sub samples to requirements of B. Submit two samples 12x12 inch in 1.4 REGULATORY ' . QUIREMENTS A. Conform t• applicable code. includes, without 2 PRODUCTS tern. limitation: data to requirements of system components and Section 01300. size illustrating material 2.1 ACCEPTABLE MANUFAC ■ ' ERS - SUSPENSION SYSTEM A. As specified on re cted ceiling plan. B. Substitutions: To re • irements of Section 01300. 2.2 SUSPENSION SYSTEM MATER A. Grid: ASTM C635, Inter diate duty non -fire rated expos B. Accessories: Stabilizer ba •, clips splices, edge molding , and hold down clips required for suspended grid system. C. Grid Materials: Commercial q ► • lity cold rolled steel ith galvanized coating. D. Grid Finish: White color. E. Support Channels and Hangers: • vanized Prime. steel, to rigidly secure ceiling system with maximum deflection of 1:360. 2.3 ACCEPTABLE MANUFACTURERS - ACOUSTIC • NITS A. As specified on reflected ceiling plans. B. Substitutions: To requirements of Divisio 2.4 ACOUSTIC UNIT MATERIALS A. Acoustic Panels: Conforming to the f • owin : 1. Size: 24x48 inch. 2. Thickness: minimum 5/8 inch. 3. Composition: Mineral fiber. 4. Fire Hazard Classification: Fl • e spread /smoke • veloped: (per ASTM E -84) 25/10. 5. Edge: Square. 6. Surface Color: White. 7. Surface Finish: Non -dir ctional fissured. Section 01300. acoustic units. and finish of a • ustic units. "T "; components die cut and interlocking. 3 EXECUTION 3.1 EXAMINATION A. Verify that layou of hangers will not interfere with other work. B. Verify that site onditions are ready to receive work. C. Beginning of ' stallation means acceptance of site conditions. 3.2 INSTALLATION A. Install sy -m in accordance with manufacturer's instructions and as sup emented in this section. B. Hang s em independent of walls, columns, ducts, pipes and conduit. C. Where ucts or other equipment prevent the regular spacing of hangers, rei orce the nearest affected hangers to an the extra distance. D. Lo to system according to reflected plan. • E. F. G. 3.3 T ,• 1, tall edge molding at intersection of ceiling and vertical surfaces. it acoustic units in place, free from damaged edges. Fit border neatly against abutting surfaces. LERANCES Variation from Flat and Level Surface: 1/8" in 10 ft. Section 09650 RESILIENT FLOORING AND BASE 1 GENERAL 1.1 DESCRIPTION OF WORK: This section includes, without limitation: A. Resilient flooring. B. Resilient wall base. C. Resilient edge strips. Substrate preparation. 1.2 LATED WORK: Without limitation, related work includes: A. 06100 - Rough Carpentry; underlayment to raise subfloor under resilient lush with abutting stone flooring. 1.3 SUBM S: Submit the following in compliance with Divisions 0 and 1: A. Pr uct data. B. Sam es at least 12 inches square for each type and color of flooring requir C. Sampl at least 6 inches long for each type and color of base required. flooring 2 PRODUCTS 2.1 RESILIENT FLOORIN t • SEE DECOR PLAN A. 12 inch by 12 ' eh by 1/8", 2.2 RESILIENT WALL BASE: See decor plan and decor specs. A. Height: 4 inches. B. Style: Coved base hard floors and straight base at carpe 2.3 MISCELLANEOUS MATERIALS: Provide latex subfloor leveling compo non - flammable, waterproof hesives; resilient edge strips with Architect; and wax and polish aterials as recommended by 2.4 UNDERLAYMENT: (If Required) Pr ide APA trademarked, inte glue and no voids in any layer o veneer, and with thick top of adjacent stone flooring. If quired by local co UL listed and labeled fire- retardant t ated Underlaym= t, • • 3 EXECUTION 3.1 PREPARATION: with latex leveling compo substrate in true plane. 3.2 INSTALLATION: obstructions. Check substrate and underlay und. Scrape, grind, or sand Thoroughly clean and va um Maintain uniformity of c• •r an • to '. ion and be 1Di v it �ED FOR COMPLIANCE PROVED friI Y 1 6 2011 tyOfTu DlfiLDING on ism d; concrete subfloor primers; rofile and colors approved by ooring and base manufacturers. or plywood " Underlayment" with exterior ss to level top of resilient flooring with s or authorities having jurisdiction, provide e tolerances and fill holes, depressions and cracks ow ridges and protruding irregularities to create a level subst tes immediately before installation of work. d patter Cut materials neatly around fixtures and Provide securely bonded resilient e• , e strips and trim w rever edge of floor would otherwise be exposed. A. Tile Flooring: Layout work o avoid use of less than o -half module pieces. Adhere flooring with full coverage of adh ive. Roll installed flooring wit 150 pound roller in both directions at least twice. Make unif• m, continuous contact and bond b tween flooring and subfloor. Lay flooring with grain or exture running in one direction. B. Base: Adhere base o walls, columns, and to all other fixed • d permanent surfaces and fixtures. Run bas behind all movable items. tightly bond bas to walls with 100% coverage of adhesive. Do n• leave any gaps between wall and base and ba and floor. Hand roll base over all base rfaces and make full contact and excellent adhesio 1. Outside Co ers: Groove back of base and field form sharp outsi • - corners. Keep base seams • d joints as far from outside corners as possible and neve closer than 24" to corner 2. Insid; Corners: Cut and cope base at inside corners. Do not round i ide corners with one pie e of base. 3.3 UNDERLA NT INSTALLATION - Comply with instructions and recommendations of A' Design and Const on Guide - Residential and Commercial. A. nstall underlayment immediately before installation of finish flooring. B. Glue and power nail to existing subflooring. Provide 100% coverage of adhesive bet en plywood underlayment and prepared subfloor. Fasten panels with fasteners spaced 3 inches on •-nter at panel edges and 6 inches on center each way within panels. Provide a grid of chalk gui• lines to ensure proper layout and spacing. C. Comply with APA recommendations for edge spacing at joints between underlayment panels • d between underlayment and adjacent construction. Fill and sand joints of underlayment to crea smooth substrate suitable for installation of specified finishes. 3.4 CLEANING AND CURING: Clean and remove excess and spilled adhesive from base, walls, and floors as the work progresses. Prohibit traffic over newly installed flooring for at least 48 hours or longer as recommended by flooring and adhesive manufacturers to permit adhesive to set and cure. Do not damp mop or clean floors until adhesive is set and cured. RECEI CRYdFTU LA MAY 0 4 2011 PERMIT CENTER US159 SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALL TUK1MLq WASHINGTON 98188 REGISTERED ARCHITECT °ENNIS MICHAEL HEAT s i 7E OF WASH1N J;:::i' JUN 19 2012 DII Dennis Heath, Architect 2410 Mariner Square loop Alameda, CA 94501 Bulldogs and iritten material appearing herein constitute original aid unpublished work of the Architect and may not be duplicated, used or disclosed without written consent of the Architect ()DENNIS HEATH ARCHITECT -2007 QAQC No. Date Issue 04/08/11 CLIENT REVIEW SET 04/29/11 PERMIT /LANDLORD /BID SET Project No. 45096 Scale DrawnBy: Jw R: \HM\Projecte\ 2011 _Projects \45096 Southcenter Mall Rernodel \Drawings \CD \US159_ Drawing No. SPECIFICATIONS SP.4 April 29, 2011 2:55pm by joonna Plotted Enid SECTION 09900 PAINTING 1 GENERAL 1.1 DESCRIPTION OF WORK: This section includes, without limitation, painting and finishing all exposed interior and exterior surfaces within the work limits, except the following: A. Finished metal surfaces and hardware unless otherwise noted. B. Surfaces concealed from view. C. Finished floors. D. Glass. E. Prefinished millwork. F. Galvanized steel sign supports. 1.2 RELATED WORK: Without limitation, related work includes: A. 06200 - Finish Carpentry B. 10440 - Signage and Graphics; PRE - MANUFACTURED signs and graphics. 1.3 SUBMITTALS: Submit the following in compliance with Divisions 0 and 1: A. Product data. B. Samples to verify color selections. 2 PRODUCTS 2.1 PAINT PRODUCTS: Provide paint systems and products as scheduled or as otherwise approved by Architect. A. INTERIOR WOOD AND PLYWOOD - PAINTED (Satin Alkyd System) Coat 1: Coat 2: Coat 3: Moore's Pigmented Sanding Sealer Moore's Satin Impervo Enamel Same as coat 2. Note: Sand between every coat with successively finer sand paper ending with 320 grit. Spray paint door #2 to match approved sample. INTERIOR DRYWALL AND VENEER PLASTER (Flat Latex System) Coat 1: Moore's Latex Quick Dry Prime Seal or Latex Enamel Underbody Coat 2: Moore's Wall Satin Coat 3: Same as coat 2. 2.2 COLORS: Provide as indicated on Finish Schedule. 3 EXECUTION 3.1 INSTALLATION: Strictly comply with manufacturer's instructions and recommendations for both application of paint and preparation of surfaces before painting. Provide uniform final finishes, free from runs, color variation, and other imperfections. A. Remove hardware, fixtures, accessories, and other work or provide effective protection to insure that such work is not painted or splattered. Reinstall removed items when painting is complete. B. Apply paint with brushes or rollers, except where spray painting is indicated for doors. C. Apply at least the number of coats specified and apply additional coats as necessary to eliminate show - through and bleed- through, and to provide uniform final appearance approved by Architect. D. Finish behind all removable items. Finish inside ducts and grilles when these areas are visible. Paint visible ductwork, diffusers, speakers, grilles and cover plates to match adjacent surfaces. SECTION 10440 SIGNAGE, 1 GENERAL 1.1 DESCRIPTION OF WORK: This section includes, without limitation: A. Formed Metal Sign Can. SUPPLIED BY OWNER VENDOR AND INSTALLED BY OWNERS VENDOR. 1.2 SUBMITTALS: Submit the following in compliance with Divisions 0 and 1: A. Product data. B. Shop drawings for all signage. C. Samples at least 6 inches square showing complete range of finishes. Stainless steel and exterior paint finishes. 1.3 ARTWORK: Provide copy -ready artwork, templates, and patterns for all signage and graphics. Obtain Architect's approval before fabricating signs. 2 PRODUCTS 3 EXECUTION 3.1 INSTALLATION: Securely anchor sign brackets to withstand all dead, live, seismic, and other loads. Provide attachment to building structure as approved by Landlord. SECTION 10675 METAL STORAGE SHELVING 1 GENERAL 1.1 DESCRIPTION OF WORK: This section includes, without limitation: A. Metal storage shelving system (provided by owner, installed by general contractor). B. In wall /surface mounted strapping (provided and installed by general contractor). .2 SUBMITTALS: Submit the following in compliance with Divisions 0 and 1: A. Product data including installation instructions. 2 TERIALS 2.1 AL STORAGE SHELVING SYSTEM: Install standard duty, open upright shelving assemblies a d rolling shelving assemblies as supplied by owner. A. Module Size: 15 or 18 inches deep, 96, 108 or 120 inches high, approximately 36 nch long sections. 8, 9, or 10 shelves per section. (Verify sizes and number of s elves per section on Fixture Plan). B. En re Systems Required: Install a complete shelving system including uprights, ross bra s - units, shelves, brackets, fittings, fasteners, leveling feet, tracks, wall anc • rs, seis anchors (as required) and all other components and accessories nee • d to create • complete, fully functional assembly. C. Finish: anufacturer s standard finish and color. 3 EXECUTION 3.1 INSTALLATION: Ass: ble and erect shelving in strict manufacturer's instruc ons and recommendations. se all fasteners, braces, clips, and accessories furn':hed and recommended by the manufacturer. A. Shim and level s - Ives at legs and feet. B. Securely anchor in adjacent walls to prevent overturning. C. Touch -up damaged actory coatings. SECTION 10805 TOILET AND BATH ACCESSORIES 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Toilet and washroom accessories. B. Related Sections: 1. Section 06110 - Rough Carpentry: In wa framing and plates for support of accessories. 2. Section 09310 - Ceramic Tile. 3. Section 10160 - Metal Toilet Compa ents. 1.2 SUBMITTALS A. Submit product data to requirements • Sec on 01300. B. Provide product data on accessories - escribin; size, finish, details of function, attachment methods. 1.3 KEYING A. Supply 2 keys for each accesso to Owner. B. Master key all accessories. 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Bobrick Washroom Equip nt. B. Bradley Corporation. C. Substitutions: To requ ements of Division 1 2.2 MATERIALS A. See schedule of ac ssories on drawings. B. Sheet Steel: AST A366. C. Stainless Steel S • et: ASTM A167, Type 304. D. Tubing: ASTM 69, stainless steel. E. Fasteners, Scr s, and Bolts: Hot dip galvanized, tamper - proof, se F. Expansion Shi ds: Fiber, lead, or rubber as recommended by acces manufacture r for component and substrate. 2.3 FABRICATION A. Weld and rind smooth, joints of fabricated components. B. Form s aces flat without distortion. Maintain flat surfaces without scrat es or dents. C. Back . aint components where contact is made with building finishes to preve , t elec olysis. 2.4 FINISHES A. G B. urity type. ry vanizing: ASTM A123, to G90. op Primed Ferrous Metals: Pre -treat and clean, spray apply one coat primer bake. Enamel: Pre -treat to clean condition, apply one coat primer and minimum two coats electrostatic baked enamel. Chrome /Nickel Plating: ASTM B456, Type SC 2 Satin finish. Stainless Steel: No. 4 satin lustre finish. EXECUTION EXAMINATION A. Verify that site conditions are ready to receive work. B. Beginning of installation means acceptance of site conditions. 3.2 PREPARATION A. Provide templates and rough -in measurements as required. 3.3 INSTALLATION A. Install fixtures, accessories and items in accordance with manufacturers B. instructions. REVIEWED FOR CODE COMPLIANCE ?. APPROVED MAY 16 2011 City of Tukwila BUILDING DIVISION RECEN�p CITYOFTUKIMLA MAY 042011 PERMIT CENTER 7t/14/11 US159 SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALL TUKWILq WASHINGTON 98188 \b„,...:s:N7ane) iSTATEO C A � ) : c WMr�Ly , kReatsEReo DENNIS Ms 6119. 1 DII Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 Drawings and written material appearing herein constitute original and unpublished work of the Architect and mod not be duplicated, used or disclosed without written consent of the Architect ©DENNIS HEATH ARCHITECT -2007 QAQ C No. Dote Issue 04/08/11 CLIENT REVIEW SET 04/29/11 PERMIT /LANDLORD /BID SET Project No. 45096 Scale DrawnBy: JW R: \HM\Projects \2011_Projects \45096 Southcenter Mall Remodel \Drawings \CD \US159_ Drawing No. SPECIFICATIONS SP.5 Time: 2:31 pm 0 N o N hi 0 cn 0 U - 0 W M 0 0 E z 3 0 I- Plotted Thursday April 28, 2011 2:31 pm by ataylor ELECTRICAL ABBREVIATIONS A AC AFT AFG AHU AIC ARCH. ATS AWG BKR BLDG. CAW CCTV CH CONTR CT CU CUH DE DN DS DWG. (E) or EXIST. EB E.C. EF EH ELEC. EM EMT EQ. ETR EUH EWC EWH FA FACP FC FLUOR FPB F.P.C. FS FT. G.C. GA GND HID HOA HP HPS HVAC IG INCAND. JB KCMIL K.E.C. KVA KW LTG LV MAW MAU MAX MCB MCC M.C. MECH. MFR MH MIN MLO MOD MSB MTD NEC NF NFPA NIC NL NTS OCC 0 or P PB P.C. PNL PRE PVC RE RR RTU SPKR SPST TS TTB TV TYP. UH UL UON W V W WP X'FMR AMPS AIR CONDITIONING UNIT ABOVE FINISH FLOOR ABOVE FINISH GRADE AIR HANDLING UNIT ASYMMETRICAL INTERRUPTING CURRENT ARCHITECTURAL AUTOMATIC TRANSFER SWITCH AMERICAN WIRE GAGE BREAKER BUILDING CONDUIT CABLE TELEVISION CLOSED CIRCUIT TELEVISION CHILLER CONTRACTOR COOLING TOWER COPPER CABINET UNIT HEATER DUAL ELEMENT DOWN DISCONNECT SWITCH DRAWING EXISTING ELECTRIC BASEBOARD ELECTRICAL CONTRACTOR EXHAUST FAN ELECTRIC HEATER ELECTRICAL EMERGENCY ELECTRICAL METAWC TUBING EQUAL EXISTING TO REMAIN ELECTRIC UNIT HEATER ELECTRIC WATER COOLER ELECTRIC WATER HEATER FUSE FIRE ALARM FIRE ALARM CONTROL PANEL FAN COIL UNIT FLUORESCENT FAN POWER BOX (VAV) FIRE PROTECTION CONTRACTOR FLOW SWITCH FOOT /FEET GENERAL CONTRACTOR GROUND FAULT INTERRUPTING PROTECTION GROUND HIGH INTENSITY DISCHARGE HAND - OFF - AUTOMATIC HORSEPOWER HIGH PRESSURE SODIUM HEATING, VENTILATION, AIR CONDITIONING ISOLATED GROUND INCANDESCENT JUNCTION BOX ONE THOUSAND CIRCULAR MILS KITCHEN EQUIPMENT CONTRACTOR KILOVOLT AMPERE KILOWATT UGHTING LOW VOLTAGE MASTER ANTENNA TV MAKE -UP AIR UNIT MAXIMUM MAIN CIRCUIT BREAKER MOTOR CONTROL CENTER MECHANICAL CONTRACTOR MECHANICAL MANUFACTURER METAL HALIDE MINIMUM MAIN LUGS ONLY MOTOR OPERATED DAMPER MAIN SWITCHBOARD MOUNTED NATIONAL ELECTRIC CODE NON FUSED NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NIGHTUGHT NOT TO SCALE OCCUPANCY PHASE PULL BOX PLUMBING CONTRACTOR PANEL POWER ROOF EXHAUSTER POLYVINYL CHLORIDE REMOVE EXISTING REMOVE AND RELOCATE ROOF TOP UNIT SPEAKER SINGLE POLE SINGLE THROW TAMPER SWITCH TELEPHONE TERMINAL BOARD TELEVISION TYPICAL GAS FIRED UNIT HEATER UNDERWRITER'S LABORATORY UNLESS OTHERWISE NOTED UNIT VENTILATOR VOLTS WATTS WEATHERPROOF TYPE DEVICE (NEMA 3R RATED) TRANSFORMER ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION LAMPS $ . mIG `11'' Q 0 XX $M ® P y 5(D) SM,BM E - --, L - -J ` `. \ CONDUIT WITH WIRING RUN CONCEALED IN OR ABOVE CEILING OR WALL, OR RUN EXPOSED IN UNFINISHED AREAS. CROSS HATCHING INDICATES NUMBER OF CONDUCTORS (112 A.W.G. - MINIMUM). PROVIDE A CODE -SIZED GROUND WIRE IN ALL CONDUITS IN ADDITION TO THE CONDUCTORS SHOWN. • - INDICATES ADDITIONAL ISOLATED GROUND WIRE. CONDUIT WITH WIRING RUN CONCEALED BELOW FLOOR. CROSS HATCHING INDICATES NUMBER OF CONDUCTORS (112 A.W.G. - MINUMUM). PROVIDE A CODE -SIZED GROUND WIRE IN ALL CONDUITS IN ADDITION TO THE CONDUCTORS SHOWN. CUT AND PATCH FLOOR AS REQUIRED. 20A - 120V/277V SINGLE POLE TOGGLE SWITCH MOUNTED 48" AFF, UNLESS NOTED OTHERWISE IWHRE INDICATED - SUBSCRIPT "3" DENOTES 3 WAY SWITCH AND SUBSCRIPT "IA DENOTES MANUAL MOTOR STARTER) 20A- 2P- 3W -125V GROUNDING TYPE DUPLEX RECEPTACLE MOUNTED 18" A.F.F., U.O.N. 20A- 2P- 3W -125V GROUNDING TYPE DOUBLE DUPLEX RECEPTACLE MOUNTED 18" A.F.F. U.O.N. 20A- 2P- 3W -125V ISOLATED GROUND TYPE DUPLEX RECEPTACLE MOUNTED 18" A.F.F. U.O.N. 20A- 2P- 3W -125V ISOLATED GROUND TYPE DOUBLE DUPLEX RECEPTACLE MOUNTED 18' A.F.F. U.O.N. 20A- 2P- 3W -125V GROUND FAULT CIRCUIT INTERRUPTING RECEPTACLE MOUNTED 48" A.F.F., UNLESS NOTED OTHERWISE. JUNCTION BOX - SIZE AS REQUIRED BY N.E.C. INDICATES CODED NOTE MANUAL MOTOR STARTER WITH SIZED OVERLOAD PROTECTION. SPEAKER, FLUSH MOUNTED U.O.N. "P" PENDANT MOUNTED H&M CATALOG NUMBER ADJACENT TO SYMBOL INDICATES COMMUNICATIONS OUTLET MOUNTED 18" AT A.F.F. U.O.N. PROVIDE CONDUIT SIZED PER SPECIFICATION'S FILL REQUIREMENTS (3/4" MINIMUM) TO DATA RACK IN LAN ROOM WITH CABLING PER SPECIFICATIONS. "W' ADJACENT TO SYMBOL INDICATES WALL MOUNTED AT 54" A.F.F. REFER TO RESPONSIBILITY SCHEDULE SECTION 16740 LETTER(S) ADJACENT TO SYMBOL DEFINES THE USE OF THE OUTLET: No. D - DATA DEFINES THE OF CABLES A NUMBER ADJACENT TO SYMBOL QUANTITY SILVER OR BRONZE MIRROR THE FULL HEIGHT AND WIDTH OF THE COLUMN FROM FLOOR TO CEUNG. IF A BASEBOARD IS PRESENT, THEN MIRROR HEIGHT IS FROM THE BASEBOARD TO CEIUNG. FURNISHED AND INSTALLED BY OTHERS. MOTORIZED FIRE SMOKE DAMPER. REFER DETAIL BELOW FOR MORE INFORMATION. COORDINATE WITH MECHANICAL CONTRACTOR. DOME CAMERA FURNISHED BY OTHERS, INSTALLED AND WIRED BY E.C.. FIXED CAMERA FURNISHED BY OTHERS, INSTALLED AND WIRED BY E.C.. F CDM35/T6/830 , 6MHT639E4N /AHTC61SCLPF ITEM 1:91108ES ACCESSORIES: 0- 64363, 1951 120V (LP2 -5) LIGHTING FIXTURE SCHEDULE (277V) TYPE LOAD (VA) LAMPS MANUFACTURER CATALOG NUMBER DESCRIPTION H&M CATALOG NUMBER APPROXIMATE FIXTURE COUNT No. TYPE A 46 1 CDM35/T6/830 SPECIALTY LIGHTING 6MHT639E4N /AHTC61SCLPF ITEM 1:91108ES ACCESSORIES: 0- 64363, 1951 6" RECESSED 39W METAL HALIDE DOWNUGHT WITH SEMI - DIFFUSE ALUMINUM HAMMERTONE REFLECTOR, CLEAR GLASS LENS, AND WHITE TRIM RING. 277VAC. NOTE 1 91108ES 0 NEW C 44 1 PLT42 /30/4P /ALTO SPECIALTY LIGHTING 6VF142TE4- EM /6VFSCL REM I:US1400ES ACCESSORIES: 0- 20888, 1951 6" RECESSED 42W COMPACT FLUORESCENT OPEN DOWNUGHT WITH INTEGRAL EMERGENCY BATTERY PACK AND INTEGRAL TEST SWITCH CLEAR ALZAK REFLECTOR AND WHITE TRIM RING. 277VAC NOTE 1 US1400ES 0 NEW D 79 1 CDM70/T6 /830 SPECIALTY LIGHTING 6MHT670E4N /AHTC61SCLPF ITEM 1:911041 ACCESSORIES: 0- 64361, 1951 6" RECESSED 70W METAL HALIDE DOWNUGHT WITH SEMI - DIFFUSE ALUMINUM HAMMERTONE REFLECTOR, CLEAR GLASS LENS, AND WHITE TRIM RING. 277VAC. NOTE 1 911041 1 NEW T T1 45 1 SEE T1, T2 FOR TRACK HEAD INFORMATION CDM35/T6/830 SPECIALTY LIGHTING SPECIALTY LIGHTING T42 RECESSED 3- CIRCUIT 39E -3GRAY ITEM 1:91006104 ACCESSORIES: 0 -64361 'T42' STYLE RECESSED 3- CIRCUIT LIGHT TRACK WITH WHITE FINISH AND ALL RELATED ACCESSORIES, FEEDS, CONNECTORS, ETC. INCLUDING RECESSED JACKET ASSEMBLY AND RS ACCESSORIES. NOTE 1 39W METAL HALIDE TRACK HEAD NOTES 1 & 2 US17, US17B, 77578 0' NEW VERIFY WITH H&M PROJECT MANAGER EX1 5 - WITH UNIT UTHONIA LRP- X -RC -X- 120 /277 - EL N -X L.E.D. EDGE -UT EXIT SIGN WITH STENCIL FACE, RED LETTERS, CLEAR FACE, BRUSHED ALUMINUM HOUSING, UNIVERSAL MOUNTING AND EMERGENCY BATTERY PACK SINGLE OR DOUBLE FACE AND ARROWS AS INDICATED ON PLANS. N/A VERIFY ON LIGHTING PLANS N T/C P/C TC1 N LP1- 79,81,83 LP1- 80,82,84 LP3 -8,10 LP3 -16,18 C -1 O FIXTURE SCHEDULE NOTES, 1. FIXTURE AND LAMP(S) FURNISHED BY H & M, AND INSTALLED AND WIRED BY E.C. (TYPES A,C,D,T,T1) 2. VERIFY INSTALLATION LOCATION WITH H & M REP. THE EC. SHALL INCLUDE IN HIS BID, THE LABOR COST TO INSTALL APPROX. 30 TRACK FIXTURES. 3. LIGHT FIXTURES, EXIT SIGNS, AND LAMP(S) FURNISHED, INSTALLED AND WIRED BY E.C.. ACCEPTABLE ALTERNATE MANUFACTURERS SHALL BE: TYPE EX1: SURELITES, EMERGI -UTE, UTHONIA 4. SHADED SALES LIGHT FIXTURES AND HALF- SHADED NON -SALES LIGHT FIXTURES ON THE E3 SERIES DRAWINGS SHALL BE PROVIDED WITH AN INTEGRAL EMERGENCY BALLAST. 5. E.C. SHALL CLEAN AND RELAMP EXISTING AND RELOCATED MXTURES OR PROVIDE NEW BALLASTS AS REQUIRED. 6. APPROXIMATE FIXTURE COUNT DESIGNATES NUMBER OF NEW FIXTURES FOR THIS PROJECT. COUNT DOES NOT INCLUDE EXISTING FIXTURES TO REMAIN OR RELOCATED FIXTURES. T/C - TIMECLOCK, INTERMATIC #ET171C MOUNTED ADJACENT TO PANEL "HP1 ". P/C - PHOTOCELL, INTERMATIC #K4221 MOUNTED AT ROOF. FACE SENSOR NORTH. SHOW WINDOW LIGHTING, SIGNAGE, AND BLADE SIGNAGE EXISTING SIGNAGE CONTROL DIAGRAM, NTS NOTES 1. TIMECLOCK TO BE ADJUSTED PER LANDLORD SPECIFICATIONS. 2. BOLD TEXT INDICATES NEW WORK FOR THE SCOPE OF THIS PROJECT. ALL WIRING SHALL BE IN CONDUIT .EALL OR MGM FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTIONS FROM OUTLET BOXES TO UGHT FIXTURES, MOTORS, APPLIANCES, ETC., MAX. LENGTH 6 FEET. NO BX, ROMEX, ARMORED CABLE, ETC. ALLOWED. THIS APPUES TO ALL ELECTRICAL SYSTEMS, INCLUDING POWER, LIGHTING, CONTROL HVAC, SECURITY, DATA, PHONE, ETC. EXISTING LIGHTING CONTROL SCHEDULE LIGHTING ZONE CIRCUIT(S) FUNCTION CONTROL SEQUENCE Z1 HP1- 3,7,11,13,17,21,25,29 CLEANING LTG. (50%), QL ON - WHEN BURGLAR ALARM CODE IS ENTERED (DEACTIVATED) LP3 -1 LTG AND B -O -H LTG OFF - WHEN BURGLAR ALARM IS REACTIVATED Z2 HP1- 2,6,8,12,16,18,22 GEN. SALES LTG. (50 %) ON - TIMED AFTER BURGLAR ALARM CODE IS ENTERED (DEACTIVATED) LP3 -2 OFF - TIMED, OR WHEN BURGLAR ALARM IS REACTIVATED Z2 LP1- 1,3,5,7,9,11,13,15,17, TRACK LTG ON - TIMED AFTER BURGLAR ALARM CODE IS ENTERED (DEACTIVATED) 19,21,23,25,27,29,31,33,35, OFF - TIMED, OR WHEN BURGLAR ALARM IS REACTIVATED 37,39,41,43,45,47,49,51,53, 55,57,59,61,63,65,67,69,71, 73,75,77 LP 1 -2,4, 6,8,10,12,14,16,18, 20,22,24,26,28,30,32,34,36, 38, 40,42,44,46,48,50,52,54, 56,58,60,62,64,66,68,70,72, 74,76,78 Z2 LP3- 3,5,7,9,11,17 MIRROR LTG, POP -OUT ON - TIMED AFTER BURGLAR ALARM CODE IS ENTERED (DEACTIVATED) LP3 -4,6 WALLS, WATER COOLER, EWC OFF - TIMED, OR WHEN BURGLAR ALARM IS REACTIVATED TC1 LP1- 79,81,83 SHOW WINDOW TRACK ON - TIMED LP1- 80,82,84 AND SIGNAGE OFF - TIMED LP3 -8,10 193-16,18 • Z1 LP3 -12 TEMP. CTL. RELAY ON - WHEN BURGLAR ALARM CODE IS ENTERED (DEACTIVATED) OFF - WHEN BURGLAR ALARM IS REACTIVATED NOTE: BOLD TEXT INDICATES NEW WORK FOR THE SCOPE OF THIS PROJECT. GENERAL NOTES 1. FINAL CONNECTIONS TO ALL LAY -IN FIXTURES AND RECESSED INCANDESCENT FIXTURES IN LAY -IN CEILINGS ARE TO BE MADE WITH GREENFIELD FLEXIBLE CONDUIT. 2. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF SPEAKER AND LIGHT FIXTURE LAY -OUT. CONTRACTORS TO CORRELATE LOCATIONS OF UGHTING, SPEAKERS, AIR DIFFUSERS, GRILLES, AND THE UKE, WITH REFLECTED CEILING LAY -OUTS AS REQUIRED AND DIRECTED BY THE ARCHITECT. 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN AND /OR ROOM FINISH SCHEDULE TO DETERMINE PROPER TYPE OF UGHT FIXTURE REQUIRED FOR THE CEIUNG CONSTRUCTION PRIOR TO ORDERING THE FIXTURES AND SHALL PROVIDE FIXTURES THAT ARE COMPATIBLE WITH THE CEILING SYSTEM. 4. ALL DEVICES, EQUIPMENT, FIXTURES, AND THE UKE, MUST BE GROUNDED BY USE OF A PROPERLY SIZED GROUNDING CONDUCTOR. MECHANICAL/ ELECTRICAL BONDS OF THE METAWC RACEWAY SYSTEM SHALL ALSO BE MAINTAINED. 4. REFER TO MECHANICAL, PLUMBING, AND FIRE PROTECTION PLANS FOR EXACT LOCATION OF MECHANICAL AND PLUMBING EQUIPMENT. COORDINATE LOCATION OF DISCONNECT SWITCH ASSOCIATED WITH EACH PIECE OF EQUIPMENT WITH RESPECTIVE CONTRACTOR AND INSTALL IN ACCORDANCE WITH THE NEC. 6. REFER TO DPI. 15 (21, 22 & 23) SPECIFICATIONS, HVAC PLANS, PLUMBING AND FIRE PROTECTION PLANS FOR ADDITIONAL ELECTRICAL WORK AND REQUIREMENTS AND COORDINATION. 7. ALL RECEPTACLES SHOWN BACK -TO -BACK IN WALLS SHALL BE SEPARATED BY B" MINIMUM. 8. WIRING IN PLENUMS SHALL BE PLENUM RATED OR INSTALLED IN CONDUIT. 9. BRANCH CIRCUIT WIRE SIZES (AND CONDUITS) SHALL BE INCREASED FROM THOSE INDICATED ON THE PLANS TO PREVENT EXCESSIVE VOLTAGE DROP. BRANCH CIRCUITS SHALL BE INSTALLED WITH WIRES OF SUFFICIENT SIZE SO THAT VOLTAGE DROP BETWEEN THE PANEL AND THE LOADS DOES NOT EXCEED A LIMIT OF 3%. 10. REGARDLESS OF THE TEMPERATURE RATING OF THE CONDUCTOR INSULATION, ALL CONDUCTOR RAPACITY RATINGS FOR THIS PROJECT SHALL BE DETERMINED FROM THE 75C CONDUCTOR TEMPERATURE RATINGS INDICATED IN THE NEC TABLES. WHERE EQUIPMENT OR DEVICES ARE PROVIDED WITH TERMINALS /LUGS RATED FOR 60'C, THE AMPACITY RATING OF THE 75'C CONDUCTOR SHALL BE LIMITED TO ITS ASSOCIATED 60'C RATING AS INDICATED IN THE NEC TABLES. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO INCREASE THE CONDUCTORS AND CONDUIT SIZE AS REQUIRED. 11. ALL 120V AND 277V BRANCH CIRCUITS SHALL BE PROVIDED WITH SEPARATE NEUTRAL CONDUCTORS. SHARED NEUTRALS WILL NOT BE PERMITTED FOR MULTI- CIRCUIT INSTALLATIONS. WHERE MULTIPLE CIRCUITS ARE RUN IN A COMMON RACEWAY, THE RAPACITY OF THE CONDUCTORS SHALL BE PROPERLY DERATED & CONDUIT SHALL BE SIZED PER CODE. UNDER NO CIRCUMSTANCES SHALL MORE THAN SIX (6) CURRENT CARRYING CONDUCTORS BE RUN IN A SINGLE CONDUIT. REFERENCE NEC ARTICLE AND TABLE 310.15(B)(2)(a). 12. ALL CONDUITS SHALL CONTAIN A GROUND CONDUCTOR SIZED PER NEC TABLE 1250.122. IN ADDITION, WHERE AN ISOLATED, INSULATED GROUND IS REQUIRED, A SEPARATE GROUND CONDUCTOR WITH GREEN INSULATION SHALL BE RUN FROM THE PANEL GROUND BUS TO THE ISOLATED GROUND CONNECTION OF THE DEVICE. IN NO CASE SHALL THE SYSTEM GROUND (CONDUCTOR & ASSOCIATED OUTLET BOXES, CONDUIT & BUILDING STEEL) BE ALLOWED TO CONTACT THE ISOLATED GROUND (CONDUCTOR & DEVICE). WHERE CIRCUIT CONDUCTORS ARE INCREASED IN SIZE FOR VOLTAGE DROP, THE GROUND CONDUCTOR SIZE SHALL BE INCREASED PROPORTIONATELY (ACCORDING TO CIRCULAR MIL AREA) FROM THE SIZE REQUIRED BY NEC TABLE 1250.122. 13. ELECTRICAL INSTALLATION REQUIREMENTS FOR ALL HVAC, PLUMBING, FIRE PROTECTION, SPECIAL SYSTEMS AND OWNER EQUIPMENT BEING FURNISHED BY OTHERS SHALL BE REVIEWED AND COORDINATED WITH OTHER TRADES PRIOR TO ROUGH -IN. OBTAIN EQUIPMENT SHOP DRAWINGS FROM INSTALLER /SUPPLIER /CONTRACTOR /OWNER FURNISHING EQUIPMENT, AS REQUIRED, FOR REVIEW AND COORDINATION. CONTACT ARCHITECT /ENGINEER WITH ANY DISCREPANCIES FOUND BETWEEN CONSTRUCTION DRAWINGS AND EQUIPMENT BEING FURNISHED PRIOR TO ROUGH -IN. 14. THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL ACCESS PANELS, AS REQUIRED FOR SERVICING AND TESTING, FOR EQUIPMENT AND /OR DEVICES FURNISHED UNDER HIS CONTRACT. THE GENERAL CONTRACTOR SHALL INSTALL ACCESS PANELS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF EACH ACCESS PANEL WITH THE ARCHITECT AND GENERAL CONTRACTOR PRIOR TO ROUGH -IN. 15. ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS BID ALL CUTTING, TRENCHING AND PATCHING ASSOCIATED WITH THE ELECTRICAL INSTALLATION. 16. ALL PENETRATIONS THROUGH FIRE RATED WALLS ASSOCIATED WITH THE ELECTRICAL INSTALLATION SHALL BE SLEEVED AND FIRE - STOPPED USING A UL APPROVED METHOD. UL APPROVED METHOD SHALL MEET OR EXCEED FIRE RATING OF STRUCTURE BEING PENETRATED. REFERENCE ARCHITECTURAL PLANS FOR FIRE RATED STRUCTURES. 17. NO CONDUIT, BOXES, WIRING, OR CABLES SHALL BE INSTALLED WITHIN 1 1/2" OF THE LOWEST POINT OF THE UNDERSIDE OF THE ROOF DECKING, NOR SHALL THEY BE INSTALLED CONCEALED WITHIN METAL - CORRUGATED ROOF DECKING. FOR EXISTING INSTALLATIONS, THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE AND /OR REWORK EXISTING CONDUIT, BOXES, WIRING, AND CABLING NAT IS NOT IN COMPLIANCE WITH THIS REQUIREMENT. 18. ALL ELECTRICAL EQUIPMENT AND DEVICES FOR THIS PROJECT MUST BE UL LISTED. DEVICES, EQUIPMENT, SYSTEMS SHALL BE INSTALLED PER N.E.0 REQUIREMENTS AND MANUFACTURER'S INSTRUCTIONS. 19. ALL CONDUIT AND CABLING SHALL BE PROPERLY SUPPORTED AS REQUIRED BY THE NATIONAL ELECTRICAL CODE. FOR EXISTING INSTALLATIONS, THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE AND /OR REWORK EXISTING CONDUIT AND /OR CABLING THAT IS NOT IN COMPLIANCE WITH THIS REQUIREMENT. COMMISSIONING REQUIREMENTS: FOR LIGHTING CONTROLS WHICH INCLUDE DAYLIGHT OR OCCUPANT SENSING AUTOMATIC CONTROLS, AUTOMATIC SHUT -OFF CONTROLS, OCCUPANCY SENSORE, OR AUTOMATIC TIME SWITCHES, NE LIGHTING CONTROLS SHALL BE IESItU TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY I Es I ED TO ENSURE THAT THEY OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER. DRAWING NOTES SHALL REQUIRE COMMISSIONING IN ACCORDANCE WITH THIS PARAGRAPH. RECEIVE,�Pp CITY OF TUKWILA MAr 04 2011 PERMIT CENTER . ,_ ■ ■ THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streetsboro Road (330) 659 -6675 Fa itO� tw Richfield, Ohio 44286 US159 SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALL TUKWILq WASHINGTON 98188 DII Huth Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 Arnie!: led writhe •eteriel oppeoriel herell coestitete 00io1l eel ue'ehlished werh of tie Architect old Rey let be depliceted, used or disclosed without 'ritte' conselt of the Architect ()DENNIS HEATH ARCHITECT -2007 QAQC No. Date Issue 04/08/11 CLIENT REVIEW SET 04/29/11 PERMIT /LANDLORD /BID SET Project No. 45096 Scale AS INDICATED DrawnBy: TBA Drawing No. ELECTRICAL LEGEND, GENERAL NOTES AND SCHEDULES E1.0 TBA Dwg Name: 2011- 0135E1.1.dwg Scale: 1' =1' -0" Dote: Apr. 28, 2011 Time: 2:31 pm Plotted Thursday April 28, 2011 2:30pm by ataylor 5 9 Z1 5 Z1 5 Z1 5 Z1 5 9 Z1 I 5 Z1 5 9 9 Z1 I (EXISTING) PANELBOARD DESIGNATION HP1 10 10 10 BUSSING: 800A M.C.B. 800A /3P MAIN DEVICE: 800A /3P 480/277 VOLTS 3 PH. 4 WIRE SOLID AMPERE MAIN POWERLINK NEUTRAL LUGS ONLY MOUNTING: FLUSH - SURFACE X AIC = 16,256A 125 AMPERE BUS 125 SPECIAL REQUIREMENTS MASTFB_P_AN.EL, POWERLINK POWER SUPPLY 1 - 800A /3P POWERLINK LEVEL 3000 CONTROLLER NoT KVA DESCRIPTION A 225/3P B DOUBLE BRANCH C .._ DESCRIPTION KVA NoT 1 3 0.2 EMERG /EXIT LIGHTING ^ 0,8 25.4 SALES LIGHTING - 1ST 0.6 2 4 IWH -A 5 5.5 25A/1P 60A DOUBLE BRANCH 0.6 CLEANING LTG - 1ST 5.5 8 EMERG /EXIT LIGHTING 0.2 -'' ^ 7 0 25A/1P 8 -^ DOUBLE BRANCH IWH -B 5 7 0.3 EMERG /EXIT LIGHTING 0 FITTING RM STALL LTG 1ST 0.5 6 7.3 35A/1P 60A H.A.C.R. RATED VAV -1 -2 10 1.8 CLEANING LTG - 2ND -' 3 7 H.A.C.R. RATED SALES LIGHTING - 2ND 1.9 8 10 35A/1P 60A H.A.C.R. RATED VAV -2 -5 12 15.3 25A/3P 9 11 0.3 EMERG /EXIT LIGHTING 13 5 EMERG /EXIT LIGHTING 0.2 ^ VAV -2 -3 0 10.8 50A/1 P 60A H.A.C.R. RATED 0.5 CLEANING LTG - 2ND 0 9 SALES LIGHTING - 2ND 0.4 12 14 VAV -2 -1 16 13.8 60A /3P 60A H.A.C.R. RATED 13 2.9 CLEANING LTG - 2ND -''-I 3 0 60A EMERG /EXIT LIGHTING 0.1 18 3.5 20A/1 P ' ' H.A.C.R. RATED 15 17 0.3 EMERG /EXIT LIGHTING 60A 3 SALES LIGHTING - 2ND 3.0 16 ^ 60A 3 ESCALATOR 1 21 28.2 70A /3P 1.9 CLEANING LTG - 2ND 3 8 ^ SALES LIGHTING - 2ND 1.9 18 20 100A DOUBLE BRANCH ELEVATOR 23 43.2 90A /3P 19 21 0.4 EMERG /EXIT LIGHTING -'-'-- 0 7 100A /3P EMERG /EXIT LIGHTING 0.3 BUSSED SPACE 25 - 100A /1P 100A 1.8 0.2 CLEANING LTG - 2ND BREAKERS WHEREVER POSSIBLE (SIDE BY SIDE MOUNTED). AS REQUIRED. SHALL BE RATED AT 100% OF THEIR AMPACITY. 4 SALES LIGHTING - 2ND 2.2 22 24 1.8 TRACK LIGHTING 2 60 TRACK LIGHTING 1.8 26 23 25 0.6 EMERG /EXIT LIGHTING 0 9 ^ EMERG /EXIT LIGHTING 0.3 -'' TRACK LIGHTING '"-I TRACK LIGHTING 1.8 ' ' 1.8 B -O -H LTG -''- 2 4 FITTING RM STALL LTG 2N[ 0.6 26 TRACK LIGHTING 3 6 p------ TRACK LIGHTING ^ 30 29 27 29 0.1 EMERG /EXIT LIGHTING 8 j-''- ''- 31 CONTROLLABLE SPARE - 28 TRACK LIGHTING 0.1 32 6 SOUND EQUIPMENT 0.6 STOCK LIGHTING 0 6 - CONTROLLABLE SPARE - 30 TRACK LIGHTING 1.8 34 33 3 6 '� ' ' 31 - CONTROLLABLE SPARE -''-- - TRACK LIGHTING CONTROLLABLE SPARE - 32 36 -'' 35 3 33 - CONTROLLABLE SPARE TRACK LIGHTING -''-I 36 CONTROLLABLE SPARE - 34 -'' 1.8 ''- ''- ' ' -' ' 35 - SPACE I- - SPACE - 36 - ^ KVA SUB 0.5 TEMP. CTL PANEL 0 5 41 TOTALS 10.6 7.8 7.0 6 ^ TRACK LIGHTING 1.8 42 3 TOTAL CONNECTED LOAD 25.4 KVA 0.4 42 (EXISTING) DISTRIBUTION PANEL LOAD SUMMARY LP1 (section NAME: MDP VOLTAGE: 480Y/277V -30 -4W TYPE: SQ D DIST. PANEL 10 10 10 BUSSING: 800A M.C.B. 800A /3P MAIN DEVICE: 800A /3P AIC = 17,678A LOAD �o • KWD B SIZE R FRAME NOTES 800A MAIN BREAKER 1 - 800A /3P 800A DESCRIPTION TRANSFORMER T1 2 142.5 225/3P 400A DOUBLE BRANCH TRANSFORMER T2 3 55.6 125/3P 200A DOUBLE BRANCH PANEL HP1 4 25.4 100/3P 100A DOUBLE BRANCH IWH -A 5 5.5 25A/1P 60A DOUBLE BRANCH IWH -A 6 5.5 25A/1P 60A DOUBLE BRANCH IWH -A 7 5.5 25A/1P 60A DOUBLE BRANCH IWH -B 8 11.1 50A /1P 60A DOUBLE BRANCH VAV -1 -1 9 7.3 35A/1P 60A H.A.C.R. RATED VAV -1 -2 10 8.3 40A/1 P 60A H.A.C.R. RATED VAV -1 -3 11 7.3 35A/1P 60A H.A.C.R. RATED VAV -2 -5 12 15.3 25A/3P 60A H.A.C.R. RATED VAV -2 -2 13 9.8 45A/1 P 60A H.A.C.R. RATED VAV -2 -3 14 10.8 50A/1 P 60A H.A.C.R. RATED VAV -2 -4 15 9.8 45A/1 P 60A H.A.C.R. RATED VAV -2 -1 16 13.8 60A /3P 60A H.A.C.R. RATED VAV -2 -6 17 3.5 20A/1P 60A H.A.C.R. RATED VAV -2 -7 18 3.5 20A/1 P 60A H.A.C.R. RATED VAV -2 -8 19 2.0 10A /1 P 60A H.A.C.R. RATED VAV -2 -9 20 7.0 35A/1P 60A H.A.C.R. RATED ESCALATOR 1 21 28.2 70A /3P 100A DOUBLE BRANCH ESCALATOR 2 22 28.2 70A /3P 100A DOUBLE BRANCH ELEVATOR 23 43.2 90A /3P 100A DOUBLE BRANCH BUSSED SPACE 24 - 100A /3P 100A DOUBLE BRANCH BUSSED SPACE 25 - 100A /1P 100A DOUBLE BRANCH 1.8 TOTAL 449.1 NOTES: BREAKERS WHEREVER POSSIBLE (SIDE BY SIDE MOUNTED). AS REQUIRED. SHALL BE RATED AT 100% OF THEIR AMPACITY. PROVIDE "DOUBLE BRANCH" PROVIDE PANEL SECTIONS MAIN BREAKER AND BUSSING 9 I Z2 9172 Z2 5 9 I Z2 9 Z2 5 Z2 5 Z2 5 Z2 5 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 5 5 5 5 5 5 5 5 5 5 5 5 6 5 5 (EXISTING) PANELDWO) DESIGNATION LP1 (section 1) SURFACE X SPECIAL REQUIREMENTS AIC = 5,086A 120/208 VOLTS 3 PH. 4 WIRE SOLID AMPERE MAIN POWER LINK SLAVE NEUTRAL BREAKER AIC MOUNTING: FLUSH = 9,739A SURFACE X THRU LUGS 400 AMPERE BUS 400 SPECIAL REQUIREMENTS PANEL, FEED No KVA DESCRIPTION A B C '� DESCRIPTION KVA gT 1 1.8 TRACK LIGHTING - ''- 3.6 Nor TRACK LIGHTING 1.8 2 -''-- 0.8 HOL. I.G. CASH WRAP 0.4 2 3 1.8 TRACK LIGHTING 3.6 TRACK LIGHTING 1.8 4 -'' ^ 3 6 0 8 HOL. I.G. CASH WRAP 0.4 5 1.8 TRACK LIGHTING 1.8 6 ^ TRACK LIGHTING 1.8 6 0.4 SECURITY JBOX 3 8 -^ '- '- SECURITY QUAD I.G. 7 1.8 TRACK LIGHTING -''H 3 -''-I 2 TRACK LIGHTING 1.8 8 6 CASH OFFICE I.G. ''-1 o 6 ' 0.2 9 1.8 TRACK LIGHTING 9 TRACK LIGHTING 1.8 10 -' ^ 3 6 0 8 CASH OFFICE DOOR I.G. 0.4 11 1.8 TRACK LIGHTING -'- 6 TRACK LIGHTING 1.8 12 CASH OFFICE I.G. 0 6 ^ 3 0.6 12 13 1.8 TRACK LIGHTING -' 'H 3 TRACK LIGHTING TRACK LIGHTING 1.8 14 6 -' ' 0 6 ' ' ^ 15 1.8 TRACK LIGHTING SIGN TRACK LIGHTING 1.8 16 ^ 3 6 SENSORMATIC RECEPT 0 6 DECO I.G. 17 1.8 TRACK LIGHTING 54 6 j -' ' TRACK LIGHTING 1.8 18 17 0.2 3 0 8 I.G. CASH WRAP RECEPTS 19 0.6 TRACK LIGHTING ^-I 2 TRACK LIGHTING TRACK LIGHTING 1.8 20 4 0.4 SOUND EQUIPMENT ^ 21 0.6 TRACK LIGHTING - TRACK LIGHTING 1.8 22 2 4 21 BACK DOOR I.G. 23 0.6 TRACK LIGHTING 22 4 -^ TRACK LIGHTING 1.8 24 23 2 SENSORMATIC RECEPT 0 8 - 25 1.8 TRACK LIGHTING -''H 3 60 TRACK LIGHTING 1.8 26 6 25 0.4 ^ 1 0 27 1.8 TRACK LIGHTING '"-I TRACK LIGHTING 1.8 28 1.8 3 6 0.2 0 8 29 1.8 TRACK LIGHTING 3 6 p------ TRACK LIGHTING 1.8 30 29 0.2 BACK DOOR I.G. 0 8 j-''- ''- 31 1.8 TRACK LIGHTING -''- 3 TRACK LIGHTING 1.8 32 6 0.4 SOUND EQUIPMENT ^ HOL. I.G. CASH WRAP 33 1.8 TRACK LIGHTING TRACK LIGHTING 1.8 34 33 3 6 6 }-'` ' ' 0.6 HOL. I.G. CASH WRAP 35 1.8 TRACK LIGHTING 1.8 TRACK LIGHTING 1.8 36 -'' 35 3 F.A.C.P 37 1.8 TRACK LIGHTING -''-I 36 ^ TRACK LIGHTING 1.8 38 1.8 ''- ''- ' ' -' ' SOUND EQUIPMENT 39 1.8 TRACK LIGHTING 3 6 TRACK LIGHTING 1.8 40 ^ 39 0.5 TEMP. CTL PANEL 0 5 41 1.8 TRACK LIGHTING -'' 6 ^ TRACK LIGHTING 1.8 42 3 0 4 -''- SENSORMATIC RECEPTACLE (EXISTING) PANELBOARD DESIGNATION LIGA 2) SURFACE X SPECIAL REQUIREMENTS AIC = 5,086A 208/120 VOLTS 3 PH. BUS 60 4 WIRE SOLID AMPERE MAIN INSULATED /ISOLATED NEUTRAL BREAKER MOUNTING: FLUSH SURFACE BAR, 200% NEUTRAL X 125 AMPERE SPECIAL REQUIREMENTS GROUND FEED THRU LUGS FOR TVSS UNIT, AIC = 1,065A NO. KVA DESCRIPTION A DESCRIPTION B A C DESCRIPTION KVA Nor 1 0.4 SOUND EQUIPMENT -''-- 0.8 HOL. I.G. CASH WRAP 0.4 2 TRACK LIGHTING 3 0.6 3.6 TRACK LIGHTING POP -OUT WALL LIGHTING 3 0.4 DATA RACK 0 8 HOL. I.G. CASH WRAP 0.4 4 -'' ^ 45 1.8 TRACK LIGHTING 6 3 6 5 0.4 SECURITY JBOX 0 8 -^ '- '- SECURITY QUAD I.G. 0.4 6 1.3 -' ' -''-I 2 SALES /FITTING RM RECEPT 47 7 0.4 CASH OFFICE I.G. ''-1 o 6 EMPLOYEE TIMECLOCK 0.2 8 1.8 48 9 r. 1.2 9 0.4 CASH OFFICE I.G. 0 8 CASH OFFICE DOOR I.G. 0.4 10 !' WATER COOLER -'- 2 3 TRACK LIGHTING 11 0.4 CASH OFFICE I.G. 0 6 ^ DECO I.G. 0.6 12 13 - 51 0.5 TRACK LIGHTING ' ' 13 0.4 SECURITY RECEPT. -' ' 0 6 DECO I.G. 0.4 14 0.2 SIGN 1.2 ' ^ 15 0.2 SENSORMATIC RECEPT 0 6 DECO I.G. 0.4 16 1.8 54 SIGN 1.2 18 2 4 17 0.2 MANAGER'S OFFICE I.G. 0 8 I.G. CASH WRAP RECEPTS 0.6 18 -'' 36 TRACK LIGHTING - 1.8 56 19 0.4 SOUND EQUIPMENT 1 0 LG. CASH WRAP RECEPTS 0.6 20 - 57 1.8 ''- 3 6 21 0.2 BACK DOOR I.G. 0 8 I.G. CASH WRAP RECEPTS 0.6 22 -'' 24 -' ' 23 0.2 SENSORMATIC RECEPT 0 8 - I.G. CASH WRAP RECEPTS 0.6 24 -' 60 26 1 6 ''- ''- 25 0.4 SOUND EQUIPMENT 1 0 I.G. CASH WRAP RECEPTS 0.6 26 '"-I 3 6 TRACK LIGHTING 0.4 1.8 27 0.2 BACK DOOR I.G. 0 8 I.G. CASH WRAP RECEPTS 0.6 28 -'' 63 1.8 TRACK LIGHTING 29 0.2 BACK DOOR I.G. 0 8 j-''- ''- I.G. CASH WRAP RECEPTS 0.6 30 -'" ''- '' 31 0.4 SOUND EQUIPMENT ^ 0 8 HOL. I.G. CASH WRAP 0.4 32 TRACK LIGHTING 1.8 66 -'" 33 0.2 BACK DOOR I.G. 0.6 HOL. I.G. CASH WRAP 0.4 34 67 1.8 TRACK LIGHTING 0.4 ' ' 3 6 35 0.5 F.A.C.P 0 9 -'"- HOL. I.G. CASH WRAP 0.4 36 ^ 31 0.5 69 1.8 ''- ''- 37 0.4 SOUND EQUIPMENT ^--] 0 8 SOUND EQUIPMENT 0.4 38 33 39 0.5 TEMP. CTL PANEL 0 5 SPARE - 40 -'' -'' 1.8 41 - SPARE 0 4 -''- SENSORMATIC RECEPTACLE 0.4 42 35 1.2 73 KVA SUB TOTALS TRACK LIGHTING 5.6 4.9 5.1 TRACK LIGHTING 1.8 74 TOTAL CONNECTED LOAD 15.6 KVA 37 - Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 5 El Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 TC -1 TC -1 TC -1 Z1 Z2 Z2 Z2 Z2 Z2 Z2 (EXISTING) PANELDOARD DESIGNATION LP1 (section 2) SURFACE X SPECIAL REQUIREMENTS AIC = 5,086A 120/208 VOLTS 3 PH. 120/208 VOLTS 3 PH. 400 4 WIRE SOLID AMPERE MAIN POWER LINK SLAVE NEUTRAL LUGS ONLY MOUNTING: = 9,739A FLUSH SURFACE X 400 AMPERE BUS SPECIAL REQUIREMENTS DESCRIPTION A PANEL, AIC No KVA DESCRIPTION No A 1.3 B 2.6 C '� DESCRIPTION 2 KVA cxr No. 43. 1.8 TRACK LIGHTING 3 0.6 3.6 TRACK LIGHTING POP -OUT WALL LIGHTING 1.8 44 TOTAL NUMBER OF BRANCH CIRCUITS: 194 1 6 ^ 5 5 45 1.8 TRACK LIGHTING 6 3 6 TRACK LIGHTING 6 1.8 46 1 7 1.3 -' ' -''-I 2 SALES /FITTING RM RECEPT 47 1.8 TRACK LIGHTING 5 3 6 TRACK LIGHTING 9 1.8 48 9 SIGN 1.2 10 ^ 2 0 '- 49 0.5 TRACK LIGHTING WATER COOLER -'- 2 3 TRACK LIGHTING 0.2 1.8 50 0.2 1 DECO ROOM ^ 13 - 51 0.5 TRACK LIGHTING CONTROLLABLE SPARE 2 3 TRACK LIGHTING 8 1.8 52 15 - 0.2 SIGN 1.2 16 ^ 53 0.5 TRACK LIGHTING 2 3 I ^ TRACK LIGHTING EWC 1.8 54 SIGN 1.2 18 2 4 2 55 1.8 TRACK LIGHTING CONTROLLABLE SPARE ^- 36 TRACK LIGHTING - 1.8 56 0.8 18 21 - CONTROLLABLE SPARE CONTROLLABLE SPARE - 57 1.8 TRACK LIGHTING 3 6 TRACK LIGHTING 23 1.8 58 '` 20 CONTROLLABLE SPARE - 24 -' ' 59 1.8 TRACK LIGHTING - 3 6 TRACK LIGHTING SPARE 1.8 60 26 1 6 ''- 27 - 61 1.8 TRACK LIGHTING - '"-I 3 6 TRACK LIGHTING 0.4 1.8 62 - CONTROLLABLE SPARE '�- CONTROLLABLE SPARE - 30 63 1.8 TRACK LIGHTING 3 6 TRACK LIGHTING CONTROLLABLE SPARE 1.8 64 CONTROLLABLE SPARE - 32 ''- '' 33 65 1.8 TRACK LIGHTING CONTROLLABLE SPARE 3 6 ^- TRACK LIGHTING 1.8 66 -'" - CONTROLLABLE SPARE - CONTROLLABLE SPARE - '- r._ 67 1.8 TRACK LIGHTING 0.4 ' ' 3 6 TRACK LIGHTING TOTAL 1.8 68 ^ 31 0.5 69 1.8 TRACK LIGHTING 32 3 6 TRACK LIGHTING 1.8 70 33 - 71 1.8 TRACK LIGHTING 34 3 6 TRACK LIGHTING -'' 1.8 72 -' ' 60 35 1.2 73 1.8 TRACK LIGHTING 36 3 6 TRACK LIGHTING 1.8 74 37 - ^ 15 KVA XFMR 5.6 75 1.8 TRACK LIGHTING ' 3 6 TRACK LIGHTING 1.8 76 - SPARE PANEL LIGA 4.9 77 1.8 TRACK LIGHTING 3 6 TRACK LIGHTING 1.8 78 - SPARE 5.1 51 ^ '- 79 1.6 TRACK LIGHTING 13.3 ''-- 3 2 TRACK LIGHTING TOTAL CONNECTED LOAD 41.1 KVA 1.6 80 81 1.6 TRACK LIGHTING 3 2 TRACK LIGHTING 1.6 82 83 1.6 TRACK LIGHTING 3 2 ^ TRACK LIGHTING 1.6 84 KVA SUB TOTALS 47.5 47.5 47.5 TOTAL CONNECTED LOAD 142.5 KVA (EXISTING) PANELBOARD DESIGNATION LP3 225 AMPERE BUS 150 AMPERE MAIN BREAKER SURFACE X SPECIAL REQUIREMENTS AIC = 5,086A 120/208 VOLTS 3 PH. 4 WIRE SOLID AMPERE MAIN POWER LINK SLAVE NEUTRAL BREAKER MOUNTING: FLUSH SURFACE X = 5,571A 125 AMPERE BUS 100 SPECIAL REQUIREMENTS PANEL, AIC No KVA DESCRIPTION A B C DESCRIPTION KVA No 1 1.3 PENDANT LIGHTING 2.6 NONCONTINUOUS LOAD @100% = PENDANT LIGHTING 1.3 2 - SPARE SALES RECEPTACLES ^ 4 3 0.6 POP -OUT WALL LIGHTING POP -OUT WALL LIGHTING 1.0 4 TOTAL NUMBER OF BRANCH CIRCUITS: 194 1 6 5 5 0.8 POP -OUT WALL LIGHTING 0.6 6 POP -OUT WALL LIGHTING 0.8 6 1 7 1.3 MIRROR LIGHTING - 2ND -''-I 2 SALES /FITTING RM RECEPT SIGN 1.2 8 5 ^ 9 0.8 EWC 9 SIGN 1.2 10 ^ 2 0 2 0 11 0.8 WATER COOLER 0 r^ TEMP. CONTROL RELAY 0.2 12 11 0.2 1 DECO ROOM '- 13 - CONTROLLABLE SPARE '-I 0 CONTROLLABLE SPARE - 14 8 '- ^ 15 - CONTROLLABLE SPARE 0.2 SIGN 1.2 16 ^ 1 2 ^ 17 0.8 EWC EF -2 0 I-' ' SIGN 1.2 18 2 4 2 .._ 19 - CONTROLLABLE SPARE ''- CONTROLLABLE SPARE - 20 - 0.8 18 21 - CONTROLLABLE SPARE CONTROLLABLE SPARE - 22 19 23 - CONTROLLABLE SPARE 0.8 20 CONTROLLABLE SPARE - 24 . 25 - CONTROLLABLE SPARE SHOW WINDOW RECEPT SPARE CONTROLLABLE SPARE - 26 1 6 ''- 27 - CONTROLLABLE SPARE 15 ^-I CONTROLLABLE SPARE - 28 -'' ' 23 25 27 0.4 ESP -1 29 - CONTROLLABLE SPARE '�- CONTROLLABLE SPARE - 30 0.4 31 - CONTROLLABLE SPARE 1 9 CONTROLLABLE SPARE - 32 ''- '' 33 - CONTROLLABLE SPARE 0.5 CONTROLLABLE SPARE - 34 ^ ' 35 - CONTROLLABLE SPARE - CONTROLLABLE SPARE - 36 0.5 ESCALATOR 1 PIT REC /LTG KVA SUB TOTALS 0.4 30 5.1 4.8 4.6 0 9 TOTAL CONNECTED LOAD 14.5 KVA Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 TC -1 TC -1 TC -1 Z2 Z2 Z2 TC -1 TC -1 Z1 TC -1 TC -1 10 10 (EXISTING) PANELBOARD DESIGNATION LP2 208/120 VOLTS 3 PH. 4 WIRE SOLID NEUTRAL MOUNTING: FLUSH 225 AMPERE BUS 150 AMPERE MAIN BREAKER SURFACE X SPECIAL REQUIREMENTS AIC = 5,086A No KVA DESCRIPTION A B C ' ' DESCRIPTION KVA cx' No. 1 0.8 VENDING B -O -H RECEPT 1.2 2 -' 'H 2.0 • NONCONTINOUS LOAD: 1st 10KW @100% + REMAINING @50% = MISCELLANEOUS: 136.3 NONCONTINUOUS LOAD @100% = 136.3 SIGN 3 - SPARE SALES RECEPTACLES 1.0 4 529.1 1 0 COMPUTED SERVICE DEMAND LOAD OF 529.1 VA © 480/277V -30 -4W = 637.2 AMPS TOTAL NUMBER OF BRANCH CIRCUITS: 194 5 0.9 STOCK RECEPT /DOORBELL SALES RECEPTACLES 0.6 6 1 5 I--' ' '- 7 0.8 REFRIGERATOR SALES /FITTING RM RECEPT 0.8 8 -''--( 1 6 9 1.2 MICROWAVE MANAGER RECEPT 0.8 10 2 0 ^ 11 0.2 LOUNGE RECEPTACLE DECO ROOM 0.2 12 0 4 '- 13 - SPARE DECO ROOM 0.2 14 ^-I 0 2 ^ 15 1.2 EF -2 CASH WRAP RECEPTACLES 1.2 16 2 4 ^ 17 1.2 SHOW WINDOW RECEPT CASH WRAP RECEPTACLES 0.8 18 2 0 -' ' 19 1.6 SHOW WINDOW RECEPT CASH WRAP RECEPTACLES 0.8 20 -' - 2 4 . 21 1.6 SHOW WINDOW RECEPT SPARE - 22 1 6 -^ 15 ^-I 23 25 27 0.4 ESP -1 EMPLOYEE CARD SWIPE 0.2 24 0 6 0.4 ELEVATOR LGTS /CNTRL 1.5 26 1 9 0.4 ELEV PIT LTG /RECEPT 0.5 28 ^ 0 9 ' -^ ' ' 29 0.5 ESCALATOR 1 PIT REC /LTG ELEV MACH RM RECEPT 0.4 30 0 9 31 0.5 ESCALATOR 2 PIT REC /LTG ELEV PIT HEATER (OPTIONAL) 1.0 32 -''H 1.5 33 - SPARE SPARE - 34 -'' -' ' 60 35 1.2 EF -1 SPARE - 36 1 2 37 - SPARE 15 KVA XFMR 5.6 38 40 42 -''H 5 6 ' ' 39 - SPARE PANEL LIGA 4.9 4 9 -'-. 41 - SPARE 5.1 51 ^ KVA SUB TOTALS 15.2 13.3 12.1 TOTAL CONNECTED LOAD 41.1 KVA PANELBOARD NOTES 1. ALL BREAKERS SHALL BE 20A /1P, UNLESS NOTED OTHERWISE. 2. "1' INDICATES BREAKER SHALL BE "SWD" RATED. 3. 4. 5. 6. 7. 8. "2' "3' "4' '5' '6' '10 INDICATES BREAKER SHALL BE "HACR" RATED. INDICATES BREAKER SHALL BE 30 mA "C.F.I." TYPE. INDICATES BREAKER SHALL BE "H.I.D." RATED. INDICATES BREAKER TO HAVE LOCK -ON CLIP. INDICATES BREAKER TO HAVE LOCK -ON CLIP AND RED MARKING. POWERLINK EMERGENCY LIGHTING C.B. (REQUIRES 2 SPACES) 8. ELECTRICAL EQUIPMENT AND DEVICES TO BE INSTALLED BY LANDLORD AND CONNECTED TO LANDLORD POWER TEMPORARILY VIA A FUSED DISCONNECT SWITCH WITHIN THE TENANT SPACE. E.C. SHALL PROVIDE A TEMPORARY TRANSFORMER AND PANEL AS REQUIRED UNTIL PERMAMENT ELECTRIC SERVICE IS ESTABLISHED. E.C. SHALL THEN RE- CONNECTED TO H &M PANELS AS REQUIRED. COORDINATE WITH LANDLORD E.C. IN FIELD. PROVIDE WIRE, CONDUIT, BREAKERS AND MEANS OF DISCONNECT PER MANUFACTURER'S REQUIREMENTS. 9. "TC -1 ", "Z #" INDICATES DESIGNATION OF POWERLINK ZONE OR TIME CLOCK CONTROLLING CIRCUIT. SEE LIGHTING CONTROL SCHEDULE ON E1.0. 10. BOLD TEXT INDICATES NEW WORK FOR THE SCOPE OF THIS PROJECT. ELECTRICAL LOAD SUMMARY LOAD DESCRIPTION CONNECTED LOAD (KVA) COMPUTED DEMAND LOAD (KVA) GENERAL LIGHTING: (LESS THAN 3VA /SQ. FT. CONNECTED) TRACK LIGHTING: 1702 LF INSTALLED 35.5 CONTINUOUS LOAD: 23,590 Sq. Ft. x 3VA /Sq Ft. = CONTINUOUS LOAD: 1035 LF x 75VA /Ft. x 1.25 = 70.8 127.7 159.6 SHOW WINDOW: 129 LF INSTALLED 25.8 123 LF. OF SHOW WINDOW x 200VA /LF x 1.25 = 32.3 HVAC: 98.4 CONTINUOUS LOAD: (INCLUDES 125% OF LARGEST MOTOR) = 102.2 3.3,E RECEPTACLES: • NONCONTINOUS LOAD: 1st 10KW @100% + REMAINING @50% = MISCELLANEOUS: 136.3 NONCONTINUOUS LOAD @100% = 136.3 SIGN 44_8 CONTINUOUS LOAD: 4,800VA x 1.25 = 3,000VA fMA TOTAL CONNECTED LOAD: 461.9 TOTAL DEMAND LOAD: 529.1 COMPUTED SERVICE DEMAND LOAD OF 529.1 VA © 480/277V -30 -4W = 637.2 AMPS TOTAL NUMBER OF BRANCH CIRCUITS: 194 TOTAL NUMBER OF SPARE CIRCUITS: 39 IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM, REGARDLESS OF THE CIRCUIT INDICATED. ALL WIRING SHALL BE IN CONDUIT .E.11.L OR .RL91D FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTIONS FROM OUTLET BOXES TO LIGHT FIXTURES, MOTORS, APPLIANCES, ETC., MAX. LENGTH 6 FEET. THE ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING CONDMONS TO INSURE NAT THE NEW WORK WILL Fif TO THE EXISTING STRUCTURE IN THE MANNER INTENDED AND SHOWN ON THE DRAWINGS. SHOULD ANY CONDMONS EXIST THAT ARE CONTRARY TO THOSE ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE TENANT'S REPRESENTATIVE PRIOR TO FABRICATION OR PERFORMING ANY WORK IN THE AREA INVOLVING DIFFERENCES. NOTIFICATION SHALL BE IN THE FORM OF A DRAWING OR SKETCH INDICATING FIELD MEASUREMENTS AND NOTES RELATED TO THE AREA 10 10 10 10 CITY OFTUKNALA MAY 0 4 2011 PERMIT CENTER ■■ THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streetsboro Road Richfield, Ohio 44286 (330) 659 -6p (330) 659 -6 US159 SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 DII Dennis Heath, Architect 2470 Mariner Square Loop Alameda, CA 91501 Duthie eel rinse oeteriel o"eoriei herein cosstitete origisel old elpeblished fort of the Architect eel ooy not be leplicoted, used or disclosed fithout fritter' ceoseet of the Architect ()DENNIS HEATH ARCHITECT -2007 QAQC No. Date Issue 04/08/11 CLIENT REVIEW SET 04/29/11 PERMIT /LANDLORD /BID SET Project No. 45096 Scale AS INDICATED DravnBy: TBA Droving No. EXISTING ELECTRICAL PANEL SCHEDULES & LOAD SUMMARY ATE pERN1 T AND AppRom REQUIRED E1.1 Time: 2:30 pm 0 N N aa 0 0 i n A 0 U N c-.l W U, M 0 s a z 3 O Plotted Thursday April 28, 2011 2:30pm by ataylor ONE-LINE DIAGRAM NOTES 1. THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL POWER COMPANY REQUIREMENTS PRIOR TO BIDDING & INCLUDE THE COST OF ALL ASSOCIATED LABOR, MATERIALS, & CHARGES IN HIS BID. 2. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE AVAILABLE FAULT CURRENT WITH THE UTILITY COMPANY PRIOR TO BIDDING AND PROVIDE EQUIPMENT RATED ACCORDINGLY. SUBMIT FAULT CURRENT CALCULATIONS WITH SHOP DRAWING SUBMITTAL. 3. ALL BUSSING SHALL BE COPPER. 4. PROVIDE FULL LENGTH VERTICAL BUSSING IN ALL SWITCHBOARDS, DISTRIBUTION PANELS, & PANELBOARDS. 5. PROVIDE FULL SIZE HORIZONTAL BUSSING IN ALL SWITCHBOARDS. 6. ALL CIRCUIT BREAKERS SHALL BE BOLT -ON TYPE. 7. ALL WALL - MOUNTED EQUIPMENT SHALL BE MOUNTED ON 3/4" FIRE RATED BACKBOARD. 8. ALL FLOOR- MOUNTED EQUIPMENT SHALL BE MOUNTED ON 4" HIGH CONCRETE HOUSEKEEPING PAD. 9. PROVIDE NAMEPLATES PER NAMEPLATE DETAIL. 10. COORDINATE SPACE WITH ALL OTHER TRADES TO MAINTAIN ALL CODE= REQUIRED CLEARANCES. 11. REFER TO ELECTRICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 12. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FINAL SETTINGS REQUIRED FOR ALL ADJUSTABLE /ELECTRONIC TYPE CIRCUIT BREAKERS WITH LONGTIME, SHORT TIME, GF, INSTANTANEOUS, ETC. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FINAL COORDINATION STUDY. 13. THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH NEC ARTICLE 110.16 FOR LABELING OF PANELS FOR ARC FLASH HAZARD WARNING AS WELL AS FOLLOWING REQUIRED SAFETY PRECAUTIONS WHEN SERVICING OR MAINTAINING ELECTRICAL EQUIPMENT. LANDLORDS ELECTRIC ROOM (1ST FL) (EXISTING) CURRENT LIMITING BREA <ER SCHEDULE PANEL LP1 = BREAKERS (WTP -1015 PANEL 1 OF 6) oT BKR DESCRIPTION TRANSF. T -1 1 3.OA TRACK LIGHTING 3 3.OA TRACK LIGHTING 5 3.OA TRACK LIGHTING 7 3.OA TRACK LIGHTING 9 3.OA TRACK LIGHTING 11 3.OA TRACK LIGHTING 13 3.0A TRACK LIGHTING 15 3.OA TRACK LIGHTING 17 3.OA TRACK LIGHTING 19 0.5A TRACK LIGHTING 21 0.5A TRACK LIGHTING 23 0.5A TRACK LIGHTING 25 3.OA TRACK LIGHTING 27 3.OA TRACK LIGHTING 29 3.OA TRACK LIGHTING (EXISTING) CURRENT LIMITING BREAKER SCHEDULE PANEL LP1- BREAKERS (WTP -1015 PANEL 2 OF 6) oT BKR DESCRIPTION TRANSF. T -1 2 3.OA TRACK LIGHTING 4 3.OA TRACK LIGHTING 6 3.0A TRACK LIGHTING 8 3.OA TRACK LIGHTING 10 3.OA TRACK LIGHTING 12 3.OA TRACK LIGHTING 14 3.OA TRACK LIGHTING 16 3.OA TRACK LIGHTING 18 3.OA TRACK LIGHTING 20 0.5A TRACK LIGHTING 22 0.5A TRACK LIGHTING 24 0.5A TRACK LIGHTING 26 3.OA TRACK LIGHTING 28 3.OA TRACK LIGHTING 30 3.OA TRACK LIGHTING NOTES: 1. ROUTE ALL TRACK LIGHTING CIRCUITS FROM BREAKER PANEL LP1 TO BREAKER WTP -1015 PANEL, LANDING EACH TRACK CIRCUIT ON THE INPUT SIDE OF THE SUPPLEMENTARY "BREAKER ". 2. WIRE FROM THE OUTPUT SIDE OF EACH SUPPLEMENTARY "BREAKER" TO THE TRACK. 3. PROVIDE QUANTITY OF DOUGLAS TRAK PAK WTP -1015 BREAKERS/ PANELS TO ACCOMMODATE ALL TRACK LIGHTING CIRCUITS. 4. BREAKERS SHALL LIMIT TRACK LOAD TO 15 WATTS MAXIMUM PER LINEAL FOOT. 5. BREAKERS FED FROM CORRESPONDING CIRCUIT NUMBER IN PANEL INDICATED. AHEAD OF TRANSFORMER NEUTRAL CONDUCTOR(S) THE NEUTRAL CONDUCTOR SHALL NOT BE BONDED TO GROUND AT METER PAN AND /OR TENANT'S ELECTRICAL DISTRIBUTION EQUIPMENT. THE GROUND FAULT PROTECTION IN LANDLORD'S DISTRIBUTION SYSTEM WILL NOT FUNCTION PROPERLY IF THE NEUTRAL IS BONDED TO GROUND. NOTE: DISTRIBUTION EQUIPMENT SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER WITH A COPY TO OWNER PRIOR TO SUBMISSION OF ORDER TO EQUIPMENT SUPPLIER. PROVIDE OWNER WITH PROOF OF PURCHASE AFTER SHOP DRAWINGS HAVE BEEN APPROVED. SHOP DRAWINGS TO BE SUBMITTED IN A TIMELY MANNER SO AS NOT TO IMPEDE JOB SCHEDULE. H &M ELECTRIC ROOM (2ND FL) (EXISTING) CURRENT LIMITING BREAKER SCHEDULE PANEL LP1- BREAKERS (WTP -1015 PANEL 3 OF 6) No BKR DESCRIPTION TRANSF. T -1 31 3.OA TRACK LIGHTING 33 3.OA TRACK LIGHTING 35 3.DA TRACK LIGHTING 37 3.OA TRACK LIGHTING 39 3.OA TRACK LIGHTING 41 3.0A TRACK LIGHTING 43 3.OA TRACK LIGHTING 45 3.OA TRACK LIGHTING 47 3.0A TRACK LIGHTING 49 3.OA TRACK LIGHTING 51 3.OA TRACK LIGHTING 53 3.OA TRACK LIGHTING 55 3.OA TRACK LIGHTING 57 3.OA TRACK LIGHTING 59 3.OA TRACK LIGHTING (EXISTING) CURRENT LIMITING BREAKER SCHEDULE PANEL LP1- BREAKERS (WTP =1015 PANEL 5 OF 6) No BKR DESCRIPTION TRANSF. T -1 61 3.OA TRACK LIGHTING 63 3.OA TRACK LIGHTING 65 3.OA TRACK LIGHTING 67 3.OA TRACK LIGHTING 69 3.OA TRACK LIGHTING 71 3.OA TRACK LIGHTING 73 3.OA TRACK LIGHTING . 75 3.OA TRACK LIGHTING 77 3.DA TRACK LIGHTING 79 2.OA SHOW WINDOW TRACK LTG 81 2.OA SHOW WINDOW TRACK LTG 83 2.OA SHOW WINDOW TRACK LTG 56 3.OA TRACK LIGHTING 58 3.0A TRACK LIGHTING 60 3.OA TRACK LIGHTING (EXISTING) CURRENT LIMITING BREAKER SCHEDULE PANEL LP1- BREAKERS (WTP -1015 PANEL 4 OF 6) No BKR DESCRIPTION TRANSF. T -1 32 3.OA TRACK LIGHTING 34 3.OA TRACK LIGHTING 36 3.OA TRACK LIGHTING 38 3.OA TRACK LIGHTING 40 3.OA TRACK LIGHTING 42 3.OA TRACK LIGHTING 44 3.OA TRACK LIGHTING 46 3.OA TRACK LIGHTING 48 3.OA TRACK LIGHTING 50 3.OA TRACK LIGHTING 52 3.OA TRACK LIGHTING 54 3.OA TRACK LIGHTING 56 3.OA TRACK LIGHTING 58 3.0A TRACK LIGHTING 60 3.OA TRACK LIGHTING (EXISTI NG) CURRENT LIMITING BREAKER SCHEDULE PANEL LP1- BREAKERS (WTP -1015 PANEL 7 OF 6) Na BKR DESCRIPTION TRANSF. T -1 62 3.OA TRACK LIGHTING 64 3.0A TRACK LIGHTING 66 3.OA TRACK LIGHTING 68 3.OA TRACK LIGHTING 70 3.OA TRACK LIGHTING 72 3.OA TRACK LIGHTING 74 3.OA TRACK LIGHTING 76 3.0A TRACK LIGHTING 78 3.OA TRACK LIGHTING 80 2.0A SHOW WINDOW TRACK LTG 82 2.OA SHOW WINDOW TRACK LTG 84 2.OA SHOW WINDOW TRACK LTG VAV -2 -9 70A /3P C.B. 70A /3P C.B. ESCALATOR 1 ESCALATOR 1 100A /3P 100A /1P BUSSED SPACE BUSSED SPACE EXISTING (4) SETS OF 2- 1/2 "C. W/ (4) #250kCMIL & (1) #3/0 (GND) AL BY LANDLORD FROM "SWBD 1C" TO 800A DISC SW IN TENANT SPACE. E.C. SHALL RELOCATE EXISTING DISC SW TO NEW H &M ELEC ROOM. E.C. SHALL AND EXTEND CONDUITS AND WIRE AS REQUIRED FROM EXISTING DISCONNECT SWITCH LOCATION VIA A NEW PULL BOX TO THE RELOCATED DISCONNECT SWITCH AND THEN FROM THE RELOCATED DISC SWITCH TO H &M'S MDP (APPROX. TOTAL RUN BY H &M E.C. = 250'). E.C. MUST VERIFY DISTANCE PRIOR TO BID +1- LANDLORD SWITCH BOARD "SWBD 1C" 480Y/277V -30 -4W 2500A. SECTION • AIC = 30,880A 800A /3P W/ (3)800A FUSES PULL BOX SIZED PER NEC BY E.C. TO RELOCATE EXIST. FUSED DISC. SW. TO H &M'S ELEC. ROOM (4) SETS OF 2- 1/2 "C. W/ (4) #250kCMIL & (1) #3/0 (GND) AL NEW 800A /3P 480V METER BY L.L. ) NEW 800A /3P FUSED - - - - -l-' SWITCH WITH (3)800A FUSES BY L.L.. E.C. SHALL PROVIDE NAMEPLATE PER LANLORD'S REQUIREMENTS FOR H &M DISC. SW. r EXISTING DISC SWITCH BY L.L. _J 800A /3P W/ (3)800A.F. AIC = 26,340A E.C. SHALL FIELD VERIFY EXACT LOCATION OF EXISTING DISC. SW. PRIOR TO BID. SWITCH SHALL BE USED FOR TEMPORARY POWER. DISTRIBUTION PANEL "MDP" 480Y/277V -30 -4W 800A. M.C.B. , -AIC = 17,678A 4 #1, 1 #8(G) - 1- 1/2 "C. APPROX RUN = 10' PANEL HP1 800A /3P M.C.B. SQUARE D 225A/3P C.B. 100A /3P C.B. TRANSF. T -1 PANEL HP1 90A /3P C.B. 125A/3P C.B. ELEVATOR TRANSF. T -2 25A/1P C.B. 25A/1P C.B. IWH -A IWH -A 25A/1P C.B. 50A/1P C.B. IWH -A IWH -B 35A/1P C.B. 40A/1P C.B. VAV -1 -1 VAV -1 -2 25A/3P C.B. 60A /3P C.B. VAV -2 -1 VAV -2 -5 35A/1P C.B. 45A/1P C.B. VAV -1 -3 VAV -2 -2 50A/1P C.B. 45A/1P C.B. VAV -2 -3 VAV -2 -4 20A /1P C.B. 20A /1P C.B. VAV -2 -6 VAV -2 -7 10A/1 P C.B. 35A/1P C.B. VAV -2 -8 VAV -2 -9 70A /3P C.B. 70A /3P C.B. ESCALATOR 1 ESCALATOR 1 100A /3P 100A /1P BUSSED SPACE BUSSED SPACE 4 #1, 1 #8(G) - 1- 1/2 "C. APPROX RUN = 10' PANEL HP1 277/480V -30 -4W SQUARE D POWERLINK G3 "MASTER" PANEL AIC = 16,256A 125A. M.L.O. 18 CIRCUIT CONTROL BUS 3 #4/0 & 1#4 GND IN 2 -1/2 "C APPROX RUN = 10' TRANSFORMER "T -2" IS STACKED ABOVE TRANSFORMER "T -19 . E.C. SHALL PROVIDE STRUCTURE TO MOUNT TRANSFORMERS PER DETAILS ON E4.3. 3 #1 /0 & 1 #6 GND IN 2 "C APPROX RUN = 10' 75KVA TRANSFORMER 480V -30 -3W PRIMARY 208Y/120V -30 -4W SECONDARY PRIMARY AIC = 16,498A SECONDARY AIC = 5,870A T -2 °N 150.OKVA TRANSFORMER 480V -30 -3W PRIMARY 208Y/120V -30 -4W SECONDARY PRIMARY AIC = 16,960A SECONDARY AIC = 10,246A T -1 #2 GND PER NEC TO ALL AVAILABLE GROUNDING ELECTRODES. DOUGLAS TRAK PAK SUB - BRANCH CIRCUIT CURRENT LIMITER WITH INTEGRAL BREAKERS TO SERVE THE LOADS OF THE TRACK PANELS. (TYP. OF 6) THE TOP BREAKER IN THIS PANEL SHALL BE LOCATED AT A MAXIMIUM HEIGHT OF 6' -0" FROM THE FLOOR. (TYP. OF 2) SQUARE D POWERLINK G3 "SLAVE" PANEL PANEL LP1 120/208V-30-4W AIC = 9,739A SECTION 1 CONTROL BUS AIC = 9,739A SECTION 2 400A. M.C.B. 21 CIRCUIT - CONTROL BUS #250kCMIL GND PER NEC TO ALL AVAILABLE GROUNDING ELECTRODES. 21 CIRCUIT CONTROL BUS y 4 #600kCMIL & 1#3(G)-3 1/2"C. APPROX RUN = 14' WTP -1015 CURRENT LIMITED SUPPLEMENTARY BREAKERS FOR PANEL LP1 TOTAL OF (15) BREAKERS WTP -1015 CURRENT LIMITED SUPPLEMENTARY BREAKERS FOR PANELS LP1 TOTAL OF (15) BREAKERS WTP -1015 CURRENT LIMITED SUPPLEMENTARY BREAKERS FOR PANELS LP1 TOTAL OF (12) BREAKERS (3) SPACES 4 #1, & 1 #8(G) -1 1/2 "C. APPROX RUN = 8' WTP -1015 CURRENT LIMITED SUPPLEMENTARY BREAKERS FOR PANEL LP1 TOTAL OF (15) BREAKERS WTP -1015 CURRENT LIMITED SUPPLEMENTARY BREAKERS FOR PANELS LP1 TOTAL OF (15) BREAKERS WTP -1015 CURRENT LIMITED SUPPLEMENTARY BREAKERS FOR PANELS LP1 TOTAL OF (12) (3) S PAC REAKERS 4 #1/0, & 1 #4(G) v -2 "C. APPROX RUN = 23' PANEL LP3 120/208V -30 -4W 18 CIRCUIT CONTROL BUS AIC = 5,571A 100A. M.C.B. PANEL LP2 120/208V -30 -4W AIC = 5,086A 150A. M.C.B. 15KVA DRY TYPE ISOLATION TRANSFORMER 208V -30 -3W PRIMARY 208Y/120V -30 -4W SECONDARY PRIMARY AIC = 4,818A SECONDARY AIC = 1,077 HUNG FROM STRUCTURE. T -ISO. REFER TO DETAILS ON SHEET E4.3. II #8 GND PER NEC TO ALL AVAILABLE GROUNDING ELECTRODES. 4 4, & 1 10(G)-1-1/4"C. APPROX RUN = 5' PANEL LIGA SHALL HAVE A 200% NEUTRAL BAR 3 #4 &1 #1 /0(N) & 1 #8 GND & 1#8(IG) -1 1/2"C. APPROX RUN = 5' PANEL "LIGA" 120/208V -30 -4W AIC = 1,065A INSUL /ISO GND BAR 60A M.C.B. SURGE SUPPRESION SYSTEM - INTERMATIC #PG60- 208 -3Y, WITH A PANEL EXTENSION TYPE SURFACE MOUNTED ENCLOSURE. WIRE PER MANUFACTURER'S REQUIREMENTS. 2nd FLOOR 1ST FLOOR 4" HIGH CONCRETE PAD EXISTING ONE LINE DIAGRAM NO SCALE IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN NE PHASES OF THE SYSTEM, REGARDLESS OF THE CIRCUIT INDICATED. ALL WIRING SHALL BE IN CONDUIT LILL OR .RIGID FLEXIBLE CONDUIT MAY ONLY BE USED FOR ANAL CONNECTIONS FROM OUTLET BOXES TO LIGHT FIXTURES, MOTORS, APPLIANCES, ETC., MAX. LENGTH 6 FEET. THE ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO INSURE THAT THE NEW WORK WILL FR TO THE EXISTING STRUCTURE IN THE MANNER INTENDED AND SHOWN ON THE DRAWINGS. SHOULD ANY CONDITIONS EXIST THAT ARE CONTRARY TO NOSE ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE TENANT'S REPRESENTATNE PRIOR TO FABRICATION OR PERFORMING ANY WORK IN THE AREA INVOLVING DIFFERENCES. NOTIFICATION SHALL BE IN THE FORM OF A DRAWING OR SKETCH INDICATING FIELD MEASUREMENTS AND NOTES RELATED TO THE AREA. THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streetsboro Richfield, Ohio 44286 Road (330) 659-6688 Ph. (330) 659-AE PER %MT D APPROVAL r.�FQU //Al US159 SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALL TUKWILq WASHINGTON 98188 DII Bonus Heath, Architect 4410 Mariner Square loop Alameda, CA 94501 Dreeiegs eel erittee ueteriel uppeeriey hereie ceestitete eri�ieel old ee0ehlished 'irk of the Architect old ele4 lot be depliceted, lied or disclosed without erittee consult of the Architect ()DENNIS HEATH ARCHITECT -2001 QAQC No. Dote Issue 04/08/11 CLIENT REVIEW SET 04/29/11 PERMIT /LANDLORD /BID SET CITY OF rlar 0. 2011 PERMIT CENTER Project No. 45096 Scale AS INDICATED Dravney: TBA Drawing No. EXISTING ELECTRICAL ONE -LINE DIAGRAM & SCHEDULES E1.2 TBA Dwg Name: 2011- 0135E1.3.dwg Scale: 1' =1' -0" Date: Apr. 28, 2011 Time: 2:30 pm Plotted Thursday April 28, 2011 2:30pm by ataylor SEE NOTE 14 - QUANTITY AS SHOWN ON PLANS 2 - #14 & 1 - #18 TWISTED SHIELDED PAIR LCD REMOTE ANNUNCIATOR PANEL 2 PHONE LINES TO MAIN TELEPHONE BOARD 6 - #14 - DIGITAL COMMUNICATOR 120VAC TO 20A, 1P BREAKER. LOCK -ON & MARK RED LIGA -35 FIRE ALARM CONTROL PANEL SEE NOTE #11 WIRE HORN /STROBES & STROBES SEPARATELY FOR SYNCHRONOUS OPERATION V 2- CONDUCTOR #14 AWG #18 AWG TWISTED SHIELDED PAIR F ADDRESSABLE PULL STATION • O' HD ADDRESSABLE SMOKE & HEAT DETECTORS M T M F VERIFY LOCATION & QUANTITY IN FIELD WITH LANDLORD'S REP. PRIOR TO ROUGH IN 2 - #14 AWG TO FAN CONTROLLER FOR SHUTDOWN SEE NOTE 15 ZAM 4 - #16 AWG MFSD MOTORIZED FIRE /SMOKE DAMPER FURNISHED AND INSTALLED BY M.C., AND WIRED BY E.C. M TO ADDITIONAL DEVICES. PROVIDE E.O.L. RESISTOR AT END OF CIRCUIT. (TYPICAL) TO ADDITIONAL DEVICES. 2 - #16 AWG SD EQUIPMENT E ROOM (DE GROUND FLOOR EXISTING TYPICAL FIRE ALARM DEVICE WIRING DIAGRAM NTS FIRE ALARM SYSTEM NOTES: 1. THE SYSTEM DESIGN SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS REPRESENTS THE MINIMUM REQUIREMENTS OF THE BUILDING OWNER /TENANT. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL REQUIREMENTS WITH THE LOCAL AUTHORITIES PRIOR TO BIDDING AND INCLUDE THE COST OF ALL REQUIRED ALARM SYSTEM COMPONENTS IN HIS BID. THE COMPLETED SYSTEM MUST MEET ALL STATE AND LOCAL CODE REQUIREMENTS AND MALL OPERATIONS CRITERIA. 2. ALL WIRING SHALL BE IN CONDUIT AND SHALL BE SIZED AS PER THE NATIONAL ELECTRIC CODE. DO NOT RUN ANY OTHER WIRING IN THE SAME CONDUIT WITH ALARM WIRING. DO NOT RUN 120VAC WIRING WITH ALARM WIRING. USE OF NON - METALIC CONDUIT REQUIRES #12 DRAIN WIRE TO MAINTAIN CONTINUITY OF SYSTEM GROUNDS AND ALL OTHER WIRE SHIELDED CABLE. 3. ALL WIRE AND CABLE MUST BE RATED PER THE LATEST REVISION OF THE NATIONAL ELECTRIC CODE SECTION 760. 4. WIRING SHOWN ON THIS DIAGRAM REPRESENTS THE MINIMUM SIZE REQUIRED. WIRE SIZES SHALL BE INCREASED AS REQUIRED FOR VOLTAGE DROP. 5. THIS DIAGRAM IS NOT INTENDED TO SHOW QUANTITIES OF DEVICES. 6. ALL CONDUCTORS INCLUDING SHIELDS MUST TEST FREE OF OPENS, SHORTS AND GROUNDS BEFORE MAKING CONNECTIONS TO THE SUPERVISORY ALARM CONTROL PANEL. 7. 120 VAC POWER TO CONTROL PANEL REQUIRES A DEDICATED CIRCUIT. RUN 3 #12 (INCLUDES THE GREEN GROUND WIRE) TO 120VAC 60HZ USING 20 AMP CIRCUIT BREAKER. PROVIDE A LOCK -ON CLIP AND RED MARKING ON THE BREAKER. 8. SMOKE DETECTOR HEADS MUST BE INSTALLED FREE OF DUST OR ANY OTHER CONTAMINATION. 9. ALL DEVICES TO BE FIELD TESTED WITH WRITTEN CERTIFICATION OF SYSTEM. PERFORM ALL TESTS IN THE PRESENCE OF THE AUTHORITY HAVING JURISDICTION. 10. PROVIDE CONNECTION TO REMOTE SUPERVISION AS DIRECTED FOR SUPERVISION OF SYSTEM IN COMPLIANCE WITH LOCAL AUTHORITY AND OWNER. PROVIDE ALL INTERFACE REQUIRED TO INTIATE REMOTE SUPERVISION. 11. PROVIDE AND INSTALL A CEILING MOUNTED SMOKE DETECTOR IN FRONT OF THE FIRE ALARM PANEL IN ADDITION TO THE DEVICES SHOWN ON THE FLOOR PLANS. 12. PROVIDE AND INSTALL MANUAL STATIONS WHERE REQUIRED BY LOCAL AUTHORITIES TO MEET THE REQUIREMENTS OF NFPA -72 SECTION 3 -8.1.2 IN ADDITION TO THE DEVICES SHOWN ON THE PLANS. VERIFY WITH LOCAL AUTHORITY PRIOR TO BIDDING AND INDICATE COST IN BID PRICE. 13. THE ELECTRICAL CONTRACTOR SHALL SUBMIT FIRE ALARM SYSTEM DRAWINGS AND SPECIFICATIONS TO THE LOCAL FIRE DEPARTMENT FOR REVIEW AND APPROVAL BEFORE ROUGH -IN OF FIRE ALARM SYSTEM DEVICES AND EQUIPMENT. 14. PROVIDE 6 #14 & CONDUIT FROM FIRE ALARM CONTROL PANEL TO LANDLORD'S FIRE ALARM JUNCTION BOX IN THE MALL'S CORRIDOR (VERIFY LOCATION W/ L.L.) FOR MONITORING OF STATUS, TROUBLE AND ALARM CONDITIONS. ADDITIONAL DEVICES, FINAL CONNECTIONS AND PROGRAMMING TO BE MADE BY LANLORD'S FIRE ALARM CONTRACTOR AT H &M'S EXPENSE. 15. MONITOR MODULE FOR MONITORING OF ALARM CONDITION BY LANDLORDS CENTRAL FIRE ALARM SYSTEM TO SIGNAL SHUT DOWN OF HVAC UNITS UPON A LIFE SAFETY OCCURRENCE IN THE TENANTS LIFE SAFETY ZONE. FIRE ALARM/ SYSTEM THE FIRE ALARM SYSTEM SHALL BE FURNISHED, INSTALLED, PROGRAMMED AND FINAL TIE -INTO THE LANDLORD'S FIRE ALARM SYSTEM SHALL BE BY THE LANDLORD'S REQUIRED FIRE ALARM SUBCONTRACTOR GUARDIAN SECURITY. CONTACT: BOB VEZZANI, PONY MAURICE GUARDIAN SECURITY 9435 PROVOST ROAD NW SILVERDALE, WA 98383 PH: 360 - 692 -3738 FAX: 360- 692 -6857 EMAIL: bvezzani ©guardiansecurity.com, pmaurice©guardiansecurity.com FIRE ALARM SYSTEM SPECIFICATIONS NOTE: COORDINATE FIRE ALARM SYSTEM INSTALLATION WITH LANDLORD FOR "REQUIRED FIRE ALARM CONTRACTOR" FOR FINAL CONNECTION TO LANDLORDS CENTRAL FIRE ALARM SYSTEM. 1. EQUIPMENT: ALL DEVICES, COMBINATIONS OF DEVICES, APPLIANCES AND EQUIPMENT SHALL BE LISTED FOR THE PURPOSE FOR WHICH THEY ARE USED AND SHALL BE INSTALLED IN COMPLIANCE WITH APPLICABLE CODES AND STANDARDS. (DE SECOND FLOOR 2. PROVIDE A COMPLETE, SUPERVISED, POWER- LIMITED, ADDRESSABLE FIRE ALARM SYSTEM SYSTEM TO MATCH EXISTING LANDLORD FIRE ALARM SYSTEM. 3. THE FIRE ALARM SYSTEM SHALL BE AN ELECTRICALLY SUPERVISED SYSTEM, WHICH SHALL MONITOR THE INTEGRITY OF CIRCUIT CONDUCTORS AND POWER SUPPLIES. 4. THE INSTALLATION ORGANIZATION SHALL BE A COMPANY SPECIALIZING IN THE INSTALLATION OF FIRE ALARM SYSTEMS. THIS ORGANIZATION SHALL HAVE A MINIMUM OF FIVE YEARS EXPERIENCE WITH INSTALLATION OF SUCH SYSTEMS. 5. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON THE SITE AN UP -TO -DATE RECORD SET OF APPROVED SHOP DRAWINGS. 6. RECORD DRAWINGS SHALL INCLUDE LOCATION OF END -OF -LINE DEVICE LOCATIONS. 7. UPON COMPLETION OF THE WORK, AND FINAL ACCEPTANCE BY THE LOCAL AUTHORITY, THE CONTRACTOR SHALL SUBMIT RECORD DRAWINGS TO THE OWNER. 8. A REMOTE MONITORING FACILITY OUTPUT CIRCUIT, SELECTABLE FOR INTERFACE TO REMOTE STATION REVERSE POLARITY, LOCAL ENERGY MASTER BOX, SHUNT MASTER BOX, DIGITAL ALARM COMMUNICATOR, OR RADIO TRANSMITTER MONITORING SYSTEMS, SHALL BE PROVIDED. THE EQUIPMENT SUPPLIER MUST CONTACT THE LOCAL AUTHORITIES PRIOR TO BIDDING AND SUPPLY ALL REQUIRED EQUIPMENT IN BASE BID. 9. CONTROL PANEL SHALL BE CAPABLE OF MONITORING ALL FIRE ALARM DEVICES INDICATED IN WIRING DIAGRAM AND SHOWN ON THE CONSTRUCTION DOCUMENTS. THE POWER SUPPLY SHALL BE ADEQUATE TO SERVE CONTROL PANEL MODULES. RELAYS AND ALARM INDICATING APPLIANCES. INCLUDE A SECONDARY EMERGENCY POWER SUPPLY WITH CAPACITY FOR OPERATING SYSTEM IN STAND -BY MODE FOR 24 HOURS FOLLOWED BY ALARM MODE FOR 10 MINUTES. THE CONTROL PANEL SHALL BE CAPABLE OF MONITORING EACH FLOOR AS A SEPERATE ZONE. ALL ZONES SHALL BE CLEARLY IDENTIFIED ON THE F.A.C.P. 10. ADDRESSABLE PULL STATIONS SHALL BE SEMI - FLUSH, ACTION PUSH /PULL TYPE. 11. SMOKE DETECTORS SHALL BE ANALOG PHOTOELECTRIC TYPE. PROVIDE WITH AUXILIARY RELAY FOR ELEVATOR RECALL WHERE INDICATED WITH A SUBSCRIPT "E ". 12. DUCT- MOUNTED SMOKE DETECTORS SHALL HAVE A BASE WITH AUXILIARY RELAY, ANALOG PHOTOELECTRIC DETECTOR, SAMPLING TUBES (LENGTH AS REQUIRED) AND DUCT DETECTOR REMOTE KEY RESET /TEST STATION WITH ALARM LED. 13. SEMI -FLUSH AUDIO /VISUAL UNIT SHALL BE WITH A.D.A. COMPLYING CANDLA SERIES WITH A.D.A. COMPLYING MULTI - CANDLA STROBE AND SPEAKER. ALL STROBE LIGHTS SHALL BE SYNCHRONIZED. 14. VISUAL ONLY UNIT A.D.A. COMPLYING MINIMUM 75- CANDELA STROBE. ALL STROBE LIGHTS SHALL BE SYNCHRONIZED. 15. PROVIDE AND INSTALL WIRING PER MANUFACTURERS' SPECIFICATIONS. ALL WIRING SHALL BE IN CONDUIT (3/4" MINIMUM). 16. THE COMPLETED FIRE ALARM SYSTEM SHALL BE FULLY TESTED IN ACCORDANCE WITH NFPA -72H, AND LOCAL FIRE DEPARTMENT REQUIREMENTS, BY THE INSTALLER, IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE AND THE LOCAL FIRE MARSHALL. UPON COMPLETION OF A SUCCESSFUL TEST, THE INSTALLER SHALL SO CERTIFY, IN WRITING, TO THE OWNER AND GENERAL CONTRACTOR. 17. INCLUDE ON -SITE SERVICES OF A CERTIFIED TECHNICIAN TO PROVIDE TECHNICAL INSTALLATION SUPPORT FOR PANEL START UP, PROGRAM EDITING, TROUBLESHOOTING OF THE FIRE ALARM SYSTEM CONTROL PANEL, AND ASSISTANCE TO THE INSTALLER FOR ONE COMPLETE FINAL SYSTEM CHECKOUT IN ACCORDANCE WITH THE FIELD QUALITY CONTROL SECTION OF THESE SPECIFICATIONS. 18. FIRE ALARM CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO THE PROPER AUTHORITIES IN THIS JURISDICTION. THESE SHOP DRAWINGS SHALL INCLUDE, BUT NOT LIMITED TO; BATTERY CALCULATIONS, VOLTAGE DROP CALCULATIONS, MANUFACTURER /MODEL NUMBER /LISTING INFORMATION FOR EQUIPMENT, DEVICES AND MATERIALS. EIRE ALARM SYSTEM SYMBOL LEGEND SYMBOL DESCRIPTION 43, L�J CEILING - MOUNTED SMOKE DETECTOR FIRE ALARM HORN /STROBE DEVICE ( "C" DENOTES CEILING MOUNTED) FIRE ALARM VISUAL DEVICE V ` SPRINKLER SYSTEM FLOW SWITCH BY FPC WIRED BY E.C. COORDINATE WITH FS MECHANICAL CONTRACTOR. TS SPRINKLER SYSTEM TAMPER SWITCH BY FPC WIRED BY E.C. COORDINATE WITH MECHANICAL CONTRACTOR. IFACPI FIRE ALARM CONTROL PANEL M ADDRESSABLE MONITORING MODULE RELAY MANUAL PULL STATION MOUNTED 48" AFF TO TOP. F LANDLORD JUNCTION BOX TIE -IN J FIRE ALARM ANNUNCIATOR IANNI DUCT -TYPE SMOKE DETECTOR WITH REMOTE TEST STATION PROVIDED BY ALARM SYSTEM CONTRACTOR, WIRED BY E.C. - INSTALLED IN DUCTWORK BY MECHANICAL CONTRACTOR PER CODE. COORDINATE EXACT LOCATION WITH HVAC CONTRACTOR & MANUFACTURER. PROVIDE CONDUIT & WIRING NECESSARY TO SHUT DOWN HVAC UNIT UPON SMOKE DETECTOR ACTIVATION. DUCT CONNECTING ROD ELECTRICAL FIRESTAT WITH HIGH TEMPERATURE SENSOR - FLEX CONDUIT AIRFLOW DUCT SMOKE DETECTOR BY E.C. OPERATOR/ ACTUATOR CAULKING MATERIAL ' - DAMPER FRAME OVERCENTER LOCK SLEEVE S -JOINT - SLEEVE TO \ DUCT REMOTE WALL TEST STATION -7 BY E.C. re/ MOUNTING ANGLES e NOTE: ALL WIRING BY E.C. COORDINATE INSTALLATION WITH M.C. MOTORIZED FIRE /SMOKE DAMPER DETAIL " NTS FRONT VIEW O SECTION A -A A A 1. GYPSUM WALL ASSEMBLY (UL /ULC CLASSIFIED U300 OR U400 SERIES) (1 -HR. OR 2 -HR. FIRE - RATING) (2 -HR. SHOWN). 2. (NOT SHOWN). WOOD STUDS TO CONSIST OF NOMINAL 2" x 4" LUMBER. STEEL STUDS TO BE MINIMUM 2 -1/2" WIDE. 3. PENETRATING ITEM TO BE ONE OF THE FOLLOWING : A. MAXIMUM 30" DIAMETER STEEL PIPE (SCHEDULE 10 OR HEAVIER). B. MAXIMUM 30" DIAMETER CAST IRON PIPE. C. MAXIMUM 6" NOMINAL DIAMETER COPPER PIPE. D. MAXIMUM 6" NOMINAL DIAMETER STEEL CONDUIT. E. MAXIMUM 4" NOMINAL DIAMETER EMT. 4. HILTI FS -ONE HIGH PERFORMANCE INTUMESCENT FIRESTOP SEALANT : A. MINIMUM 5/8 ", FOR A 1 -HR. FIRE - RATING. B. MINIMUM 1 -1/4" DEPTH, FOR A 2 -HR. FIRE - RATING. 5. MINIMUM 1/2" BEAD HILTI FS -ONE HIGH PERFORMANCE INTUMESCENT FIRESTOP SEALANT AT POINT OF CONTACT. NOTES : 1. MAXIMUM DIAMETER OF OPENING : A. 32 -1/4" FOR STEEL STUD WALLS. B. 14 -1/2" FOR WOOD STUD WALLS. 2. ANNULAR SPACE = MINIMUM 0 ", MAXIMUM 2 -1/2 ". METAL PIPE THROUGH MFSD 1 -HR. OR 2 -HR. GYPSUM WALL ASSEMBLY NTS NOTE: R IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN NE PHASES OF THE SYSTEM, REGARDLESS OF THE CIRCUIT INDICATED. F- RATING = 1 -HR. OR 2 -HR. T- RATING = 0 -HR. L- RATING AT AMBIENT = LESS THAN 1 CFM /SQ. FT. L- RATING AT 400'F = 4 CFM /SQ. FT. UL /cUL SYSTEM NO. W -L -1054 ALL WIRING SHALL BE IN CONDUIT L ILL OR RED FLEXIBLE CONDUIT MAY ONLY BE USED FOR ANAL CONNECTIONS FROM OUTLET BOXES TO LIGHT FIXTURES, MOTORS, APPLIANCES, ETC., MAX. LENGTH 6 FEET. 011 -\-17 THE ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO INSURE THAT THE NEW WORK WILL FIT TO THE EXISTING STRUCTURE IN THE MANNER INTENDED AND SHOWN ON THE DRAWINGS. SHOULD ANY CONDITIONS EXIST THAT ARE CONTRARY TO THOSE ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE TENANT'S REPRESENTATIVE PRIOR TO FABRICATION OR PERFORMING ANY WORK IN THE AREA INVOLVING DIFFERENCES. NOTIFICATION SHALL BE IN THE FORM OF A DRAWING OR SKETCH INDICATING FIELD MEASUREMENTS AND NOTES RELATED TO THE AREA. CITY orNU�u► MAY b Y 2011 PERMIT CENTER ■■ THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streetsboro Road Richfield, Ohio 44286 US159 SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALL 7UKWILA, WASHINGTON 98188 Dennis Heath, Architect 2410 Mariner Square loop Alameda, CA 94501 Previaa: led tritteo aeteriel Ippeuria hereie coostitete rigid' led unpublished tort if the Architect led Hy lot be dtpliceted, used or di :closed titheut uritteu conceit of the Architect ()DENNIS HEATH ARCHITECT -2007 OAOC No. Date Issue 04/08/11 CLIENT REVIEW SET 04/29/11 PERMIT /LANDLORD /BID SET Project No. 45096 Scale AS INDICATED DravnBy: TBA (330) 659-6688 (330) 659 -6 I„'p�,'�A`� ° P pS9M1p\ Pk. ap QukCk5v Droving No. EXISTING FIRE ALARM NOTES, DETAILS & LEGENDS E1.3 TBA Dwg Name: 2011- 0135E2.0.dwg Scale: 1' =1' -0" Date: Apr. 28, 2011 Time: 2:30 pm Plotted Thursday April 28, 2011 2:30pm by ataylor L n —1! - -u- -J L__u _ J L_'ll- - - - -If 74' I I I II L_1_JI ■•////•/14/•/•••// r--11 i JI � —1I 11 J L - - -- r PARTIAL SECOND FLOOR DEMO PLAN - 2A 1/4" CODED NOTES: 1. E.C. SHALL REMOVE SHOW WINDOW RECEPTACLE AND BRANCH CIRCUIT TO ADJACENT RECEPTACLES. THE EXISTING HOMERUN SHALL REMAIN. 2. EXISTING RECEPTACLES TO REMAIN. E.C. SHALL CIRCUIT AS SHOWN. 3. PROVIDE A JUNCTION BOX MOUNTED TO THE STRUCTURAL CEILING AND PROVIDE A 1/2"C. WITH PULLWIRE FROM JUNCTION BOX TO THE SECURITY PANEL FOR FUTURE SECURITY DEVICE. SECURITY DEVICES SUCH AS GLASS BREAK SENSORS AND MOTION DETECTORS SHALL BE PROVIDED BY THE SECURITY CONTRACTOR. 4. ACCESS PANEL IN CEILING FOR ACCESS TO ELECTRICAL EQUIPMENT. COORDINATE WITH G.C. FOR THE FURNISHING AND INSTALLING OF ACCESS PANEL BY G.C. 5. J —BOX MOUNTED ABOVE THE CEILING FOR POWER TO FUTURE SENSORMATIC EQUIPMENT. COORDINATE CONNECTION WITH SENSORMAIIC REPRESENTATIVE. 6. EAS FIN TYPE PEDESTAL ANTENNAS. THE E.C. SHALL COORDINATE CONDUIT AND WIRE ROUTING /INSTALLATION IN DOOR FRAME WITH H&M AND SENSORMAIIC PRIOR TO ROUGH -IN AND BID. 7. DATA OUTLET WITH (1) ONE CAT 5E CABLE ABOVE ACCESS PANEL IN CEILING FOR FUTURE TRAFFIC COUNTING DEVICE. 8. FURNISH AND INSTALL A 20k SPST TOGGLE SWITCH FOR SIGNAGE AND BLADE SIGNAGE POWER ABOVE THE CEILING. COORDINATE WITH H&M FOR THE LOCATION, MOUNTING HEIGHT AND QUANTITY OF SIGN(S) AND FURNISH AND INSTALL ALL POWER, CONDUIT, WIRING, INTERCONNECTIONS, ETC., AS REQUIRED. PROVIDE CONTROL OF SIGNAGE AS INDICATED ELSEWHERE ON CONSTRUCTION DOCUMENTS. PARTIAL SECOND FLOOR POWER PLAN - 2A 1/4" = 1' -O" PARTIAL SECOND FLOOR POWER PLAN - 2B 1/4" = 1' —O" I .NOTE IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM, REGARDLESS OF NE CIRCUIT INDICATED. ALL WIRING SHALL BE IN CONDUIT E.U.T. OR RIGID FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTIONS FROM OUTLET BOXES TO LIGHT FIXTURES, MOTORS, APPLIANCES, ETC., MAX. LENGTH 6 FEET. THE ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO INSURE THAT THE NEW WORK WILL FIT TO THE EXISTING STRUCTURE IN THE MANNER INTENDED AND SHOWN ON THE DRAWINGS. SHOULD ANY CONDITIONS EXIST THAT ARE CONTRARY TO NOSE ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY NE TENANT'S REPRESENTATIVE PRIOR TO FABRICATION OR PERFORMING ANY WORK IN THE AREA INVOLVING DIFFERENCES. NOTIFICATION SHALL BE IN THE FORM OF A DRAWING OR SKETCH INDICATING FIELD MEASUREMENTS AND NOTES RELATED TO NE AREA. RECEIV��pp CITY OF TUK MLA MAY 0-t 2011 PERMIT CENTER THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streetsboro Road Richfield, Ohio 44286 US159 SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALL TUKWIIA WASHINGTON 98188 Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 Droeiuls eed'rittse uieteriel eppeerieg herein constitute origiuel old eepublished work of the Architect cud any not be depliceted, used or disclosed without trittee concoct of the Architect ()DENNIS HEATH ARCHITECT -2007 QAQC No, Date Issue 04/08/11 CLIENT REVIEW SET 04/29/11 PERMIT /LANDLORD /BID SET Project No. 45096 Scale DravnBy: AS INDICATED TBA Drawing No. 2ND FLOOR DEMO & ELECTRICAL PLANS 330; 659- MOA'°yRATE phRMIT AND APPROVAL REQUIRED E2.0 US159 SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALL TUKWILq WASHINGTON 98188 inn Deniii Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 [quills eel writhe eoteriol o"eorieg herein coestitete original aid uepublished wort of the Architect aid Hy not be duplicated, used or disclosed without written consent of the Architect ()DENNIS HEATH ARCHITECT -2001 QAQC No. Date Issue 04/08/11 CLIENT REVIEW SET 04/29/11 PERMIT /LANDLORD /BID SET Project No. 45096 Scale DrawnDy: Time: 2:30 pm CODED NOTES: Co 1. DESIGNATES A NEW ELECTRICAL BREAK IN EXISTING TRACK. 2. E.C. SHALL COMPLETELY REMOVE THIS PORTION OF TRACK. 3. E.C. SHALL RELOCATE TRACK HEADS AS REQUIRED IN THIS SHOW WINDOW TO ALLOW ROOM FOR THE NEW SIGNAGE. 4. E.C. SHALL RELOCATE EXIT SIGN AS SHOWN ON E3.1. 1 PARTIAL SECOND FLOOR DEMO LIGHTING PLAN — 2A 1/4- = iJ PARTIAL SECOND FLOOR DEMO LIGHTING PLAN — 2B 1/4" = MOIL IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM, REGARDLESS OF THE CIRCUIT INDICATED. ALL WIRING SHALL BE IN CONDUIT E.U.T. OR KIND FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTIONS FROM OUTLET BOXES TO LIGHT FIXTURES, MOTORS, APPLIANCES, ETC., MAX. LENGTH 6 FEET. QII 11'7 THE ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO INSURE THAT THE NEW WORK WILL FIT TO THE EXISTING STRUCTURE IN THE MANNER INTENDED AND SHOWN ON THE DRAWINGS. SHOULD ANY CONDITIONS EXIST THAT ARE CONTRARY TO THOSE ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE TENANT'S REPRESENTATIVE PRIOR TO FABRICATION OR PERFORMING ANY WORK IN THE AREA INVOLVING DIFFERENCES. NOTIFICATION SHALL BE IN THE FORM OF A DRAWING OR SKETCH INDICATING FIELD MEASUREMENTS AND NOTES RELATED TO THE AREA. REI CITYECOFTU LA MAY 0 Y 2011 PERMIT CENTER THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streetsboro Road (330) 659 -6688 Ph. Richfield, Ohio 44286 (330) 659-667 WO AND APPCIa. AS INDICATED TBA Droving No. 2ND FLOOR DEMO LIGHTING PLANS E3.0 TBA Dwg Name: 2011- 0135E3.1.dwg Scale: 1' =1' -0" Date: Apr. 28, 2011 lime: 2:29 pm Plotted Thursday April 28, 2011 2:29pm by ataylor 0 0 or Time MN ■ ■,,YY 0 0 0 EX1 EXISTING FIXTURE 6--- TYPE "A" (TYP.) 0 0 0 0 0 0 .�■■■■■■I■■■■■■I11i6■■■■■■■N■■■■ ■■■■ ■■■■ ■I■■■■■■■■■■®IIN■NNNNNNI6SNSN• EXISTING TRACK LP1- 79,81,83 (EXISTING) GENERAL NOTES: FIXTURE TYPE "D' 1. ONLY "NORMAL" BALLAST OF TYPE "C" FIXTURES SHALL BE CONTROLLED VIA THE UGHTING CONTROL SYSTEM. ALL TYPE "C" EMERGENCY BALLASTS, EMERGENCY LIGHTS AND EXIT SIGN BATTERIES IN THE SALES AREA SHALL BE WIRED TO THE NON — CONTROLLED WOLF OF THE REQUIRED "POWERUNK" EMERGENCY LIGHTING CIRCUIT BREAKER(S). REFER TO PANEL SCHEDULES ON DWG. E1.1. REFER TO LIGHTING FIXTURE SCHEDULE ON DWG E1.0. CODED NOTES: 1. E.C. SHALL FURNISH & INSTALL NEW LIVE ENDS TO CONNECT EXISTING TRACK TO EXISTING HOMERUN "LP1- 79,81,83 ". 2. E.C. SHALL RELOCATE EXISTING EXfT SIGN FROM SALES BULK HEAD TO NEW ENTRANCE AS SHOWN. E.C. SHALL EXTEND CONDUIT AND BRANCH CIRCUIT AS REQUIRED. 3. E.C. SHALL CIRCUIT NEW FIXTURE TO EXISTING CIRCUIT "HP1 -24" AS SHOWN. 4. E.C. SHALL RELOCATE TRACK HEADS AS REQUIRED TO ALLOW ROOM FOR NEW SIGNAGE. EXISTING TRACK PARTIAL SECOND FLOOR LIGHTING PLAN - 2A 1 /4" = 1' -0" 0 liresememenexammersommeasememsreLsomintientkillizeonmementf ■ ■ mit ■ 0 0 ■IS■SNIN•■ ■■ ■ ■ ■■■■■■■ Co 0 vU/ 0 ■I■N■■WWI ■I ■ NNE ■IS■Iif&■ INNS ■N ■N ■811111■i1f ■ ■■ ■■ ■■ ■■ ■ ■ ■V ■■ ■ ■■ ■■ ■ ■ ■ ■■ ■■ ■ ■ ■■■■■ !J PARTIAL SECOND FLOOR LIGHTING PLAN - 2B 1/4" = 1' -0" NOTE: fT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM, REGARDLESS OF THE CIRCUIT INDICATED. ALL WIRING SHALL BE IN CONDUIT .L LL OR MID FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTIONS FROM OUTLET BOXES TO LIGHT FIXTURES, MOTORS, APPLIANCES, ETC., MAX. LENGTH 6 FEET. THE ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING CONDFONS TO INSURE THAT THE NEW WORK WILL FIT TO THE EXISTING STRUCTURE IN THE MANNER INTENDED AND SHOWN ON THE DRAWINGS. SHOULD ANY CONDMONS EXIST THAT ARE CONTRARY TO THOSE ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE TENANT'S REPRESENTATIVE PRIOR TO FABRICATION OR PERFORMING ANY WORK IN THE AREA INVOLVING DIFFERENCES. NOTIFICATION SHALL BE IN THE FORM OF A DRAWING OR SKETCH INDICATING FIELD MEASUREMENTS AND NOTES RELATED TO THE AREA. carr�oRALa MAY 0 4 2011 PERMIT CENTER ■■ THORSON BAKER 3030 West Streetsboro Road Richfield, Ohio 44286 & Associates, Inc. Consulting Engineers US159 SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 Dennis Heath, Architect 2410 Mariner Square Loop Alameda, CA 94501 Droviegs ooi !ritteo •oteriol uppeorieg herein constitute IriIioWI ofd uopuhlished fort e1 the Architect old Noy uet he depliceted, used or disclosed vitholt fritteu consent of the Architect ()DENNIS HEATH ARCHITECT -2007 QAQC No. Date Issue 04/08/11 CLIENT REVIEW SET 04/29/11 PERMIT /LANDLORD /BID SET Project No. 45096 Scale DravnBy: AS INDICATED TBA Droving No. (330) (330) 659 -6 §8 Ph. PERM " - g4D wpROVP- 2ND FLOOR LIGHTING PLANS E3.1 TBA Dwg Name: 2011- 0135E4.0— E4.1.dwg Scale: 1' =1' -0" Date: Apr. 28, 2011 Time: 2:31 pm Plotted Thursday April 28, 2011 2:31pm by ataylar H&M SOUTHCENTER US159 TUKWILA, WASHINGTON TBA #2011 -0135 SHEET 1 OF 2 ELECTRICAL SPECIFICATION INDEX SECTION 16010 - GENERAL PROVISIONS SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS SECTION 16060 - GROUNDING AND BONDING SECTION 16120 - WIRE AND CABLE SECTION 16130 - RACEWAYS AND BOXES SECTION 16140 - WIRING DEVICES SECTION 16511 - LIGHTING FIXTURES SECTION 16740 - COMMUNICATIONS CONDUIT, CABLING AND EQUIPMENT SECTION 16010 - GENERAL PROVISIONS A. GENERAL 1. REQUIREMENTS SPECIFIED IN DMSION 1, INSTRUCTIONS TO BIDDERS, SUPPLEMENTAL GENERAL CONDITIONS, SPECIAL CONDITIONS, ADDENDA, ALTERNATES, CONTRACT AND PROPOSAL, ALONG WITH DMSION 16 AND ALL ITS SECTIONS, COMPRISE THE CONTRACT DOCUMENTS FOR THE ELECTRICAL CONTRACT. DRAWINGS AND ALL THEIR REVISIONS UP TO THE BID SUBMITTAL DATE BECOME A BINDING PART OF THE CONTRACT, ALONG WITH THESE SPECIFICATIONS AS THOUGH THEY WERE ONE, AND ANYTHING IMPLIED BY THE SPECIFICATIONS SHALL BE INTERPRETED AS ALSO IMPLIED BY THE DRAWINGS AND VICE VERSA. PROVIDE NECESSARY ITEMS FOR A COMPLETE INSTALLATION OF ALL ELECTRICALLY OPERATED EQUIPMENT LISTED IN THE SPECIFICATIONS OR SHOWN ON THE CONTRACT DRAWINGS. 2. THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND EQUIPMENT DRAWINGS AND SPECIFICATIONS ARE INCORPORATED INTO, AND BECOME A PART OF THIS DMSION. THIS CONTRACTOR SHALL EXAMINE ALL SUCH DRAWINGS AND SPECIFICATIONS AND BECOME THOROUGHLY FAMILIAR WITH THE PROVISIONS CONTAINED THEREIN. NE SUBMISSION OF HIS BID SHALL INDICATE SUCH KNOWLEDGE. 3. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. THEY ARE INTENDED TO SHOW THE APPROXIMATE LOCATIONS OF EQUIPMENT AND CONDUIT. DIMENSIONS GIVEN ON THE PLANS, IN FIGURES, SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED IN THE FIELD. THE ELECTRICAL CONTRACTOR SHALL LAYOUT ALL EQUIPMENT ROOMS TO MAKE SURE THE EQUIPMENT, AS PURCHASED, FITS IN THE ROOM OR SPACE SHOWN. EXACT LOCATION OF ALL EQUIPMENT SHALL BE VERIFIED IN THE FIELD AND ROUTING OF CONDUITS SHALL SUIT FIELD CONDITIONS. 4. UNTIL THE TIME OF INSTALLATION, THE ARCHITECT RESERVES THE RIGHT TO MAKE MINOR CHANGES IN THE LOCATION OF CONDUIT AND EQUIPMENT WITHOUT ADDITIONAL COST TO THE CONTRACT. 5. THE ELECTRICAL DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER. MATERIAL AND LABOR NECESSARY TO THE PROJECT SHALL BE FURNISHED AND INSTALLED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. LABOR AND /OR MATERIALS NEITHER SHOWN NOR SPECIFIED, BUT OBVIOUSLY NECESSARY FOR THE COMPLETION AND PROPER FUNCTIONING OF THE SYSTEM, SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 6. ARRANGE ALL EQUIPMENT SUBSTANTIALLY AS SHOWN ON THE DRAWINGS. MAKE DEVIATIONS ONLY WHERE NECESSARY TO AVOID INTERFERENCE. CHECK ALL EQUIPMENT SIZES AGAINST AVAILABLE SPACE PRIOR TO SHIPMENT TO AVOID INTERFERENCE. 7. EXAMINE THE WORK OF OTHER TRADES INSOFAR AS THEIR WORK COMES IN CONTACT WITH OR IS COVERED BY THIS WORK IN NO CASE ATTACH TO, OR FINISH AGAINST ANY DEFECTIVE WORK OR INSTALL WORK IN A MANNER WHICH WILL PREVENT PROPER INSTALLATION OF THE WORK OF OTHER TRADES. 8. ELECTRICAL CONTRACTOR SHALL VERIFY WITH OTHER TRADES ALL ELECTRICAL CHARACTERISTICS OF EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS, CONTRACTOR SHALL VERIFY VOLTAGE, PHASE AND HORSEPOWER AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECTING MEANS AND OVERLOAD PROTECTION FOR ALL EQUIPMENT, UNLESS FURNISHED INTERGRAL WITH EQUIPMENT PACKAGE. 9. IT IS THE INTENT OF THESE DRAWINGS THAT THIS BE A COMPLETE ELECTRICAL JOB, ANY ERRORS OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO BIDDING THE JOB. B. VISIT TO THE SITE 1. THIS. CONTRACTOR SHALL VISIT THE SITE OF THE WORK AND FAMIUARIZE HIMSELF WITH ALL CONDITIONS AFFECTING HIS WORK. THE SUBMISSION OF HIS PROPOSAL SHALL INDICATE SUCH KNOWLEDGE. NO ADDITIONAL PAYMENT SHALL BE MADE ON CLAIMS THAT ARISE FROM A LACK OF KNOWLEDGE OF THE EXISTING CONDITIONS. C. CODE AND PERMITS 1. INSTAUAIION SHALL BE IN FULL ACCORDANCE WITH ALL CODES, RULES AND REGULATIONS OF MUNICIPAL, CITY, COUNTY, STATE AND PUBLIC UTILITIES, EDITION OF THE NATIONAL ELECTRICAL CODE BEING ENFORCED AND ALL OTHER AUTHORITIES HAVING JURISDICTION OVER THE PREMISES. 2. COMPLY WITH ANY SPECIFICATION REQUIREMENTS THAT ARE IN EXCESS BUT NOT IN CONFLICT WITH CODE REQUIREMENTS. 3. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, PLAN REVIEWS AND CERTIFICATES OF INSPECTION IN CONNECTION WITH HIS WORK, REQUIRED BY THE FOREGOING AUTHORmES. BEFORE FINAL PAYMENT OF THE CONTRACT IS ALLOWED, ALL CERTIFICATES SHALL BE DELIVERED TO THE ARCHITECT IN DUPLICATE. 4. ELECTRICAL MATERIAL AND EQUIPMENT SHALL BEAR THE UL LABEL EXCEPT WHERE UL DOES NOT LABEL SUCH TYPES OF MATERIAL AND EQUIPMENT. D. SHOP DRAWINGS SUBMITTALS 1. THE ELECTRICAL CONTRACTOR SHALL SUBMIT FIVE (5) SETS OF SHOP DRAWINGS, THE SHOP DRAWINGS OF THE FOLLOWING EQUIPMENT USING THE INDICATED NUMBERING SYSTEM AND TITLES, SHALL BE SUBMITTED THROUGH THE ARCHITECT TO THE ENGINEER AND THEN RESUBMITTED FOR FINAL APPROVAL IF NECESSARY. SHOP DRAWINGS SHALL BE SUBMITTED FOR THE FOLLOWING ITEMS: A. WIRING DEVICES B. UGHTING FIXTURES C. COMMUNICATIONS CABLING AND EQUIPMENT D. SUPERVISORY ALARM SYSTEM 2. ALL SUBMITTED SHOP DRAWINGS (MANUFACTURERS' EQUIPMENT DESCRIPTIVE SHEETS OR VENDORS' PREPARED DRAWINGS) SHALL HAVE THE GENERAL CONTRACTOR'S OR SUBCONTRACTOR'S "STAMP OF APPROVAL" INDICATING THAT THE ITEM SUBMITTED IS AS CALLED FOR ON THE PLANS AND SPECIFICATIONS, IS APPROVED BY THE GENERAL CONTRACTOR OR SUBCONTRACTOR, THE DATE OF APPROVAL AND INITIALED BY THE PERSON APPROVING THE SUBMITTAL AND THE NAME OF THE COMPANY SUBMITTING SAID EQUIPMENT FOR APPROVAL 3. SUBMIT BOUND BROCHURES COMPLETE WITH A TABLE OF CONTENTS. LOOSE OR STAPLED TOGETHER SHEETS ARE NOT ACCEPTABLE. ANY SUBMITTALS NOT IN BROCHURE FORM OR NOT AS SPECIFIED SHALL BE RETURNED AT THE CONTRACTOR'S EXPENSE FOR RESUBMITTAL 4. ALL DESCRIPTNE LITERATURE SHALL BE SUBMITTED IN A THREE (3) HOLE BROCHURE WITH A COVER IDENTIFYING THE FOLLOWING: A. NAME OF THE JOB. B. LOCATION OF THE JOB, ADDRESS, CITY AND STATE. C. NAME AND ADDRESS OF THE COMPANY SUBMITTING THE BROCHURES. D. DATE OF THE SUBMITTAL 5. EVERY EFFORT SHALL BE MADE, IN CHECKING THE SHOP DRAWINGS, TO DETECT AND CORRECT ALL ERRORS, OMISSIONS AND INACCURACIES. FAILURE TO DO THIS WILL NOT RELIEVE THE ELECTRICAL CONTRACTOR OF THE RESPONSIBIUTY FOR THE PROPER AND COMPLETE INSTALLATION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. E. AS -BUILT DRAWINGS 1. SUBMIT TO THE ARCHITECT ONE SET OF REPRODUCIBLE (MYLARS) ELECTRICAL DRAWINGS SHOWING THE AS -BUILT CONDITIONS. F. STANDARDS AND SUBSTITUTIONS 1. WHEREVER THE WORDS "APPROVED BY", "APPROVED EQUAL ", AS DIRECTED" OR SIMILAR PHRASES ARE USED IN THE FOLLOWING SPECIFICATIONS, THEY SHALL BE UNDERSTOOD TO REFER TO THE OWNER AS THE APPROVING AGENCY. THE NAME OR MAKE OF ANY EQUIPMENT OR MATERIALS NAMED IN THIS SPECIFICATION (WHETHER OR NOT THE WORDS "OR APPROVED EQUAL" ARE USED) SHALL BE KNOWN AS THE "STANDARD ". 2. THESE SPECIFICATIONS ESTABLISH QUALITY STANDARD OF MATERIALS AND EQUIPMENT TO BE PROVIDED. SPECIFIC ITEMS ARE IDENTIFIED BY MANUFACTURER, TRADE NAME OR CATALOG DESIGNATION. THIS CONTRACTOR SHALL SUBMIT HIS BASE BID PRICE BASED UPON STANDARD SPECIFIED EQUIPMENT DESCRIBED HEREIN AND AS DETAILED ON DRAWINGS AND ASSOCIATED CONTRACT DOCUMENTS. THESE SPECIFICATIONS ARE NOT TO BE CONSIDERED PROPRIETARY THE CONTRACTOR MAY SUBMIT INFORMATION ON MATERIALS AND MANUFACTURERS OTHER THAN (AARCHITECT AND NS NEER NO PLATER THAN TEN (10) DAYS BEFORE BIDS ARE SUBMITTED. IN ADDITION, SAMPLES OF PROPOSED EQUIPMENT MAY BE REQUIRED TO BE SUBMITTED TO THE ENGINEER FOR REVIEW NO LATER THAN TEN (10) DAYS BEFORE BIDS ARE SUBMITTED. MANUFACTURERS OF PRODUCTS ACCEPTED BY THE ARCHITECT AND ENGINEER WILL BE LISTED IN AN ADDENDUM TO THE SPECIFICATIONS AS AN ACCEPTABLE SUBSTITUTION EQUIPMENT ACCEPTED AS DETAILED BELOW AND SHALL BE SHOWN AS A SEPARATE ADD OR DEDUCT PRICE TO BE FACTORED INTO THE BASE BID PRICE BY THE ARCHITECT AND OWNER IF ACCEPTED. 3. SHOULD THE CONTRACTOR PROPOSE TO FURNISH MATERIALS AND EQUIPMENT OTHER THAN THOSE SPECIFIED OR APPROVED BY ADDENDUM. SUBMIT A WRITTEN REQUEST FOR SUBSTITUTIONS TO THE ARCHITECT AT THE BID OPENING, THE REQUEST SHALL BE AN ALTERNATE TO THE ORIGINAL BID; BE ACCOMPANIED WITH COMPLETE DESCRIPTIVE (MANUFACTURER, BRAND NAME, CATALOG NUMBER, ETC.) AND TECHNICAL DATA FOR ALL ITEMS. FAILURE BY THIS CONTRACTOR TO SUBMIT THE REQUISITE DOCUMENTATION DETAILED ABOVE SHALL BE UNDERSTOOD BY THE ARCHITECT AND ENGINEER TO INDICATE THAT SUBSTITUTE EQUIPMENT WILL NOT BE PRESENTED BY THE CONTRACTOR FOR CONSIDERATION. SUCH SUBSTITUTIONS WILL NOT BE CONSIDERED AFTER THE BID OPENING DATE AND DELAY OF PROJECT WILL NOT BE PERMITTED FOR FURTHER INSPECTION AND EVALUATION AFTER THIS DATE. 4. WHERE SUCH SUBSTITUTIONS ALTER THE DESIGN OR SPACE REQUIREMENTS INDICATED ON THE DRAWINGS, INCLUDE ALL ITEMS OF COST FOR THE REVISED DESIGN AND CONSTRUCTION INCLUDING COST OF ALL AWED TRADES INVOLVED. 5. ACCEPTANCE OR REJECTION OF THE PROPOSED SUBSTITUTIONS SHALL BE SUBJECT TO APPROVAL OF THE ARCHITECT AND ENGINEER. IF REQUESTED, THE CONTRACTOR SHALL SUBMIT (AT HIS COST) INSPECTION SAMPLES OF BOTH THE SPECIFIED AND PROPOSED SUBSTITUTE ITEMS. 6. IN ALL CASES WHERE SUBSTITUTIONS ARE PERMITTED, THE CONTRACTOR SHALL BEAR ANY EXTRA COST OF EVALUATING THE QUALITY OF THE MATERIAL AND EQUIPMENT TO BE PROVIDED. G. TESTING AND PLACING IN SERVICE 1. ANY MATERIAL OR EQUIPMENT FAIUNG A TEST SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. 2. !WS SHALL INCLUDE THE FOLLOWING: A. MEASURE THE LOAD ON EACH PHASE OF THE MAIN SERVICE AND EACH PHASE OF EVERY FEEDER UNDER FULL LOAD CONDITIONS. B. MEASURE THE NO -LOAD AND FULL-LOAD VOLTAGES (PHASE TO PHASE, PHASE TO NEUTRAL AND PHASE TO GROUND FOR EACH PHASE OF EACH SERVICE, OF EACH SEPARATELY DERIVED SYSTEM, AND AT EACH PANELBOARD OR TRANSFORMER). C. MEASURE THE GROUND RESISTANCE OF THE MAIN SERVICE GROUNDING ELECTRODE AND THE GROUND RESISTANCE OF EACH SEPARATELY DERIVED SYSTEM'S GROUNDING ELECTRODE. D. MAKE INSULATION RESISTANCE TESTS ON ALL DRY TYPE TRANSFORMERS AND MOTORS. H. INTERFERENCES 1. BEFORE THE INSTALLATION OF ANY ITEM BEGINS, THE ELECTRICAL CONTRACTOR SHALL CAREFULLY ASCERTAIN THAT IT DOES NOT INTERFERE WITH CLEARANCES FOR THE ERECTION OF FINISH BEAMS, COLUMNS, PILASTERS, WALLS OR OTHER STRUCTURAL OR ARCHITECTURAL MEMBERS AS SHOWN ON THE ARCHITECTURAL DRAWINGS. IF ANY WORK IS INSTALLED AND THE ARCHITECTURAL DESIGN CANNOT BE FOLLOWED, THIS CONTRACTOR SHALL, AT HIS OWN EXPENSE, MAKE CHANGES IN HIS WORK AS DIRECTED BY THE ARCHITECT TO PERMIT THE COMPLETION OF THE ARCHITECTURAL WORK IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. 2. IT SHALL BE THE DUTY OF THIS CONTRACTOR TO REPORT ANY INTERFERENCES BETWEEN HIS WORK AND THAT OF ANY OF THE OTHER CONTRACTORS AS SOON AS THEY ARE DISCOVERED. THE ARCHITECT SHALL DETERMINE WHICH EQUIPMENT WILL BE RELOCATED, REGARDLESS OF WHICH WAS INSTALLED FIRST. HIS DECISION WILL BE FINAL I. QUALITY ASSURANCE 1. ALL PRODUCTS SHALL BE NEW AND OF THE TYPE AND QUALITY SPECIFIED. WHERE MATERIALS, EQUIPMENT, APPARATUS OR OTHER PRODUCTS ARE SPECIFIED BY MANUFACTURER, BRAND NAME, TYPE OF CATALOG NUMBER, SUCH DESIGNATION SHALL ESTABUSH THE STANDARDS OF THE DESIRED QUALITY AND STYLE. IT IS THE INTENT OF THESE SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY OF MATERIALS AND EQUIPMENT INSTALLED. SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS A. NAMEPLATES 1. GENERAL FURNISH AND MOUNT ON EACH PANELBOARD, SWITCHBOARD (INCLUDING BRANCH SWITCHES), LARGE JUNCTION BOX, SAFETY SWITCH, STARTER, REMOTE CONTROL, PUSH BUTTON STATION, AND ALL SIMILAR CONTROLS, A NAMEPLATE DESCRIPTIVE OF THE EQUIPMENT OR EQUIPMENT CONTROLLED. 2. PROVIDE BLACK AND WHITE NAMEPLATES CONSTRUCTED FROM LAMINATED PHENOLIC WITH A WHITE CENTER CORE. LETTERS SHALL BE ENGRAVED IN THE PHNOUC TO FORM WHITE LETTERS 3/8" HIGH. FASTEN THE NAMEPLATES WITH AN ADHESIVE TYPE FASTENER. 3. PROVIDE 1/8" THICK PLASTIC, BLACK ON WHITE NAMEPLATE WITH ETCHED LETTERS FOR MAIN TENANT DISCONNECT SWITCH IN LANDLORD'S ELECTRIC ROOM. NAMEPLATE SHALL BE PERMANENTLY AFFIXED AND INCLUDE THE TENANT NAME AND SPACE NUMBER. B. MOUNTING ACCESSORIES 1. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL ANGLE IRON, CHANNEL IRON, RODS, SUPPORTS, HANGERS, CONCRETE OR PLYWOOD REQUIRED TO INSTALL, MOUNT AND SUPPORT ANY ELECTRICAL EQUIPMENT OR DEVICE CALLED FOR ON THE PLANS. 2. SUPPORTING MATERIAL SHALL BE COMPLETE WITH HANGERS, CONNECTORS, BOLTS, CLAMPS AND NECESSARY ACCESSORIES TO MAKE A COMPLETE INSTALLATION. SUPPORTING MATERIAL SHALL BE GALVANIZED, PAINTED OR OTHERWISE SUITABLY FINISHED. PRODUCTS BY BINKLEY, STEEL CITY OR RACO WILL BE ACCEPTABLE. NO ATTACHMENT OR SUPPORT FROM THE ROOF DECK IS PERMITTED. ALL ATTACHMENTS OR SUPPORTS SHALL BE FASTENED TO BAR JOISTS OR BEAMS ONLY. 3. ALL SURFACE - MOUNTED EQUIPMENT ON BLOCK WALLS SHALL BE MOUNTED ON 3/4" PLYWOOD BACKBOARD. ALL FLOOR - MOUNTED EQUIPMENT SHALL BE INSTALLED ON A 4" HIGH CONCRETE HOUSEKEEPING PAD. C. EXECUTION 1. THE ELECTRICAL WORK FOR CONSTRUCTION PROPOSED SHALL CONFORM TO ALL FEDERAL (OSHA), STATE, ALL SPECIFIC SAFETY REQUIREMENTS AND THE REQUIREMENTS OF THE CURRENT EDITION OF THE NEC. 2. CHECK THE HVAC AND PLUMBING SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS AND INCLUDE THE SAME IN THE CONTRACT COST. 3. EQUIPMENT CONNECTIONS, STARTERS, DISCONNECT SWITCHES, CONTROL TRANSFORMERS AND PUSHBUTTON STATIONS FOR THE EQUIPMENT FURNISHED BY THE OWNER OR UNDER A SEPARATE CONTRACT SHALL BE INSTALLED AND CONNECTED UNDER THIS DMSION, AS INDICATED ON THE CONTRACT DRAWINGS. 4. ALL CUTTING, PATCHING, EXCAVATING, BACKFIWNG AND CONCRETE WORK RELATED TO THIS CONTRACT WILL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. THIS CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF PROVIDING THE SLEEVES, CHASES AND OPENINGS NECESSARY FOR NE ELECTRICAL INSTALLATION AND FOR THEIR REPAIR IN AN ACCEPTABLE MANNER, AS DETERMINED BY THE ARCHITECT. ALL HOLES SHALL BE CORE - DRILLED. PROVIDE FIRE STOP IN ALL OPENINGS CREATED THROUGH FIRE -RATED WALLS, FLOORS OR CEILINGS. 5. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL REQUIRED ACCESS PANELS NECESSARY FOR HIS WORK, COORDINATE WITH ARCHITECT PRIOR TO INSTALLATION. D. MATERIALS AND WORKMANSHIP 1. ALL WORK SHALL BE INSTALLED IN A PRACTICAL AND WORKMANUKE MANNER, BY MECHANICS SKILLED IN THE SEVERAL TRADES NECESSARY. 2. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS AND SHALL BE NE BEST OF THEIR SEVERAL KINDS UNLESS SPECIFIED OR INDICATED ON THE DRAWINGS TO NE CONTRARY. 3. DURING EACH PHASE AND AT THE COMPLETION OF THE CONSTRUCTION, THIS CONTRACTOR SHALL REMOVE ALL DEBRIS AND EXCESS MATERIALS CAUSED BY HIS WORK. HE SHALL LEAVE THE AREA OF OPERATION BROOM CLEAN. 4. ALL ELECTRICAL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OR Ell. LABEL 5. THIS CONTRACTOR SHALL GUARANTEE HIS WORKMANSHIP AND MATERIAL (LAMPS EXCEPTED) FOR A PERIOD OF ONE YEAR FROM THE DATE OF BUILDING OPENING AND LEAVE HIS WORK IN PERFECT ORDER AT THE COMPLETION. SHOULD DEFECTS DEVELOP WITHIN THE GUARANTEE PERIOD, THE CONTRACTOR SHALL, UPON NOTICE OF THE SAME, REMEDY THE DEFECTS AND HAVE ALL DAMAGES TO OTHER WORK OR FURNISHINGS CAUSED BY THE REPAIRS CORRECTED AT HIS EXPENSE TO THE CONDION BEFORE SUCH DAMAGE. E. SCOPE OF WORK 1. NE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, STORAGE, UNPACKING AND PLACEMENT; TO INCLUDE BUT NOT BE UMITED TO, THE FOLLOWING ITEMS: A. EMERGENCY LIGHTING AND POWER. B. POWER AND UGI{ITNG AS SHOWN. CIRCUITRY AS SHOWN. C. COMPLETE LIGHTING FIXTURE INSTALLATION, INCLUDING ALL INCANDESCENT, FLUORESCENT AND HID LAMPS AS SHOWN. D. TELEPHONE AND COMMUNICATION CONDUIT AND WIRING SYSTEM INCLUDING BOXES, PLATES, JACKS, ETC., AS SPECIFIED, SHOWN ON THE DRAWINGS AND REQUIRED BY THE LOCAL TELEPHONE COMPANY AND /OR OWNER. E. F. G. H. I. J. TESTING OF All CABLES AND CIRCUIT WIRING AFTER INSTALLATION. EXIT LIGHT SYSTEM. WIRING DEVICES LIGHTING CONTROLS. SUPERVISORY ALARM SYSTEM DEVICES AS SHOWN. DEMOLITION AS SHOWN. SECTION 16060 - GROUNDING AND BONDING A. GROUND ALL EQUIPMENT PER N.E.C. B. GROUND ALL DRY TYPE TRANSFORMERS AS PER DRAWINGS AND NEC #450 -10. C. ALL CONDUITS SHALL CONTAIN A CODE -SIZED GROUND WIRE SIZE PER N.E.G. IN ADDITION TO THE CONDUCTORS SHOWN ON THE PLANS. WHERE CIRCUIT CONDUCTORS ARE INCREASED IN SIZE FOR VOLTAGE DROP, THE GROUND WIRE SIZE SHALL BE INCREASED PROPORTIONATELY. D. WHERE AN ISOLATED, INSULATED GROUND IS REQUIRED A SEPARATE ISOLATED GREEN GROUND SHALL BE RUN FROM THE PANEL ISOLATED GROUND BUS TO THE ISOLATED GROUND CONNECTION OF THE DEVICE SERVED. IN NO CASE SHALL THE SYSTEM GROUND (GREEN WIRE AND ASSOCIATED OUTLET BOXES, CONDUIT AND BUILDING STEEL) BE ALLOWED TO CONTACT THE ISOLATED GROUND (GREEN WIRE WITH WHITE STRIPE). SECTION 16120 - WIRE AND CABLE A. COLOR CODE CONDUCTORS (EXCEPT CONTROL AND INSTRUMENTATION CONDUCTORS) AS FOLLOWS: 208/120 480/277 SYSTEM SYSTEM PHASE A PHASE B PHASE C NEUTRAL GROUND BLACK RED BLUE WHITE GREEN BROWN ORANGE YELLOW GREY GREEN 1. #12 AND 110 CONDUCTORS SHALL HAVE CONTINUOUS INSULATION COLOR, AS LISTED ABOVE. 2. COLOR CODE CONDUCTORS LARGER THAN ABOVE, WHICH DO NOT HAVE CONTINUOUS INSULATION COLOR BY APPUCATION OF AT LEAST TWO LAPS OF COLORED TAPE ON EACH CONDUCTOR AT ALL POINTS OF ACCESS INCLUDING JUNCTION BOXES. COLOR TAPE SHALL BE THE EQUAL OF 3M PRODUCTS SCOTCH 135. 3. CONDUCTORS SHALL BE SOFT ANNEALED COPPER INSULATED FOR 600 VOLTS UNLESS SPECIFICALLY INDICATED OTHERWISE. ALUMINUM CONDUCTORS ARE NOT ALLOWED ON THIS PROJECT. B. INSULATION TYPE SHALL BE TYPE NW FOR WIRE SIZES 18 AWG AND LARGER AND THHN OR THWN FOR #10 AWG AND SMALLER. THHN SHALL NOT BE USED IN WET OR DAMP LOCATIONS. C. FLEXIBLE CORD SHALL BE HEAVY DUTY TYPE SO WITH AN EQUIPMENT GROUND CONDUCTOR IN ADDITION TO THE CURRENT CARRYING CONDUCTORS. D. PROVIDE #12 CONDUCTORS, UNLESS OTHERWISE INDICATED. 1. CONTROL CONDUCTORS SHALL BE #14 MINIMUM FOR NEC CLASS I AND #16 FOR NEC CLASS II. E. CONDUCTORS 18 AWG AND LARGER SHALL BE STRANDED. F. CONDUCTORS #10 AWG AND SMALLER SHALL BE SOUD. G. INSTALL WIRING IN CONDUIT. H. CONNECT #10 AND SMALLER WIRES WITH CONSTANT PRESSURE EXPANDABLE SPRING TYPE CONNECTORS, "SCOTCHLOK" BY 3M OR B -CAP BY BUCHANAN. I. CONNECT #8 AND LARGER WIRES WITH COMPRESSION CONNECTORS OR SPLICES AS MANUFACTURED BY BURNDY OR T&B. J. INSULATE SPLICING CONNECTORS TO AT LEAST 200% OF THE WIRE INSULATION. USE PRE - STRETCHED TUBING CONNECTOR . INSULATORS, 3M PST FOR 12 AND LARGER CONDUCTORS. K. PULL CONDUCTORS USING RECOGNIZED METHODS AND EQUIPMENT LEAVING AT LEAST 6" WIRE AT ALL JUNCTION BOXES FOR CONNECTIONS. 1. CLEANOUT EACH CONDUIT SYSTEM BEFORE PUWNG WIRE. L FORM AND TIE ALL WIRING IN PANELBOARDS. M. THERE SHALL BE NO WIRNUT JOINTS OR SPLICES MADE INSIDE SWITCHBOARDS /PANELBOARDS. N. BRANCH CIRCUIT WIRE SIZES (AND CONDUITS) SHALL BE INCREASED FROM THOSE INDICATED ON THE PLANS TO PREVENT EXCESSIVE VOLTAGE DROP. BRANCH CIRCUITS SHALL BE INSTALLED WITH WIRES OF SUFFICIENT SIZE SO THAT VOLTAGE DROP BETWEEN THE PANEL AND THE LOADS DOES NOT EXCEED LIMIT OF 3%. 0. WIRE SIZES SHALL BE BASED ON THE 60 DEGREES C. AMPACIES FOR WIRE SIZES NO. 14 -1 A.W.G., AND 75 DEGREES C. AMPACITIES FOR WIRE SIZES 11/0 A.W.G. AND LARGER. P. CIRCUITS MAY BE MU LIT-PIECED IN CONDUIT PROVIDED WIRE IS PROPERLY DERATED AND CONDUIT SIZED PER CODE. UNDER NO CIRCUMSTANCES SHALL MORE THAN (9) CURRENT CARRYING CONDUCTORS BE RUN IN A SINGLE CONDUIT. Q. PROVIDE WIRE AND RACEWAY SYSTEMS AS DESCRIBED HEREIN AND INDICATED ON THE DRAWINGS. METAL -CLAD (MC), LE CABLE (NMC) SHALL NOT BE PERMITTED. UNLESS NOTED SPECIFICALLY OTHERWISE AND APPROVED PRIOR TO BIDDING. ARMORED CABLE (AC). BX AND ROMEX WIRING IS NOT PERMITTED. SECTION 16130 - RACEWAYS AND BOXES A. RACEWAYS 1. ALL WIRE SHALL BE RUN IN ACCORDANCE WITH CODE IN CORROSION RESISTANT, RIGID, THREADED, METAL CONDUIT OR ELECTRICAL METAWC TUBING (E.M.T.) UNLESS OTHERWISE SPECIFICALLY STATED HEREIN. A. CONDUIT IN EXTERIOR WALLS, BELOW FLOOR SLAB, OR UNDERGROUND SHALL BE RIGID, THREADED, GALVANIZED, HEAVY WALL TYPE. B. CARLON PVC TYPE 40 HEAVY WALL CONDUIT WITH GROUND WIRE MAY BE USED BELOW FLOOR SLAB OR UNDERGROUND IN LIEU OF RIGID, THREADED, GALVANIZED CONDUIT. PVC 40 CONDUIT SHALL NOT BE RUN IN OR ABOVE FLOOR SLAB. PVC CONDUIT SHALL TERMINATE BELOW FLOOR SLAB WTTH RIGID, THREADED METAL CONDUIT ADAPTER. CONDUIT ABOVE SLAB SHALL BE METAL C. CONDUIT RUN EXPOSED TO THE WEATHER SHALL BE HEAVY WALL, METAL THREADED TYPE. 2. CONDUIT SIZE SHALL BE 3/4" MINIMUM. 3. CONDUIT SHALL BE SECURELY FASTENED IN PLACE. 4. ALL CONDUIT SHALL BE CONCEALED IN WALLS, FLOOR AND CEILINGS WHEREVER POSSIBLE. EXPOSED CONDUIT IN FINISHED AREAS WILL NOT BE PERMITTED. EXPOSED CONDUIT WILL BE PERMITTED IN UNFINISHED AREAS WITH THE SPECIFIC APPROVAL OF THE ARCHITECT. 5. USE FLEXIBLE CONDUIT FOR THE CONNECTION TO RECESSED OR SEMI- RECESSED LIGHTING FIXTURES (6' LENGTH MAXIMUM). USE LIQUID TIGHT METAL CONDUIT FOR ALL CONNECTIONS TO MOTORS AND OTHER EQUIPMENT SUBJECT TO VIBRATION AND IN AREAS SUBJECT TO MOISTURE. 6. USE WATERTIGHT JOINTS WITH BURIED AND CONCRETE ENCASED CONDUIT. ALL BURIED CONDUITS OUTSIDE OF BUILDINGS SHALL HAVE A MINIMUM OF 24" OF COVER. METAL CONDUITS BURIED IN EARTH SHALL BE PAINTED (TWO COATS) WITH HEAVY ASPHALTUM PAINT. 7. SUPPORT RUNS OF CONDUIT AS DETAILED IN THE APPROPRIATE TABLE OF THE NATIONAL ELECTRICAL CODE (NEC). 8. INSTALL EXPOSED RUNS OF CONDUIT AND CONDUIT ABOVE LAY -IN CEIUNGS PARALLEL OR PERPENDICULAR TO THE WALLS, STRUCTURAL MEMBERS OF INTERSECTIONS OF VERTICAL PLANES AND CEILINGS. PROVIDE RIGHT ANGLE TURNS USING FITTINGS OR SYMMETRICAL BENDS. SUPPORT CONDUITS WITHIN 1" OF ALL CHANGES IN DIRECTION. 9. IF A CONDUIT IS SUSPENDED, IT SHALL BE SUPPORTED ON TRAPEZE HANGERS WHICH USE "ALL - THREAD" RODS FROM THE STRUCTURAL STEEL NE USE OF CEILING SUPPORT WIRE OR SIMILAR MATERIAL WILL NOT BE ACCEPTED. 10. INSTALL EMPTY CONDUIT FOR FUTURE USE AS INDICATED ON THE DRAWINGS. CONDUIT SHALL BE COMPLETE WITH JETUNE OR PULL ROPE, JUNCTION /OUTLET BOXES, TILE RINGS AND APPROPRIATE COVER PLATES. 11. PROVIDE PITCHPOCKETS WHERE CONDUITS PENETRATE NE ROOF. 12. THREAD LUBRICATION /SEALANT IS REQUIRED ON OUTDOOR AND UNDERGROUND THREADED METAL JOINTS. 13. INSTALL FIRE SEAL FITTINGS WHERE CONDUITS PENETRATE CONCRETE FLOOR SLABS OR MASONRY WALLS REQUIRED TO BE FIRE RATED. 14. HORIZONTAL PORTION OF CONDUIT EXPOSED ON THE ROOF AND FEEDING EQUIPMENT SHALL NOT BE MORE THAN 5' -0" UNLESS NE WRITTEN APPROVAL FROM ARCHITECT OR ENGINEER IS OBTAINED. B. PULL AND JUNCTION BOXES 1. INSTALL PULL AND JUNCTION BOXES WHERE SHOWN ON THE DRAWINGS, AND WHERE REQUIRED FOR CHANGES IN DIRECTION, AT JUNCTION POINTS, AND TO FACILITATE WIRE PUWNG. FURNISH BOX SIZES IN ACCORDANCE WITH NEC UNLESS LARGER BOXES ARE INDICATED. 2. PROVIDE STEEL BOXES AND REMOVABLE COVERS OF CODE GAGE, HOT ROLLED SHEET STEEL, HOT DIPPED GALVANIZED INSIDE AND OUTSIDE, FOR ABOVE GROUND WORK. FURNISH WEATHERPROOF BOXES WHEN INSTALLED ABOVE GROUND OUTSIDE. 3. PROVIDE CAST IRON BOXES, HOT DIPPED GALVANIZED INSIDE AND OUTSIDE WHERE SHOWN ON NE DRAWINGS. FURNISH REMOVABLE COVERS WITH GASKETS AND STAINLESS STEEL BRASS OR BRONZE SCREWS. 4. PROVIDE CONCRETE BOXES FOR UNDERGROUND WORK UNLESS OTHERWISE INDICATED ON THE DRAWINGS. FURNISH STEEL FRAMES AND COVERS WITH THE COVER ATTACHED TO THE FRAME WITH HEXAGON HEAD, BRASS OR BRONZE CAP SCREWS, 3/8' IN. DIAMETER. PROVIDE A RUBBER GASKET FOR SEALING BETWEEN THE COVER AND THE FRAME. PAINT THE COVER WITH TWO COATS OF HEAVY ASPHALTUM. C. OUTLET BOXES 1. USE SHEET STEEL BOXES, ZINC COATED OR CADMIUM PLATED, FOR CONCEALED INTERIOR WORK. 2. USE CAST BOXES, ZINC - CADMIUM FINISH MALLEABLE IRON, FOR EXPOSED INTERIOR WORK, AND FOR EXPOSED OR CONCEALED WORK IN WET, DAMP OR EXTERIOR LOCATIONS. CAST BOXES SHALL BE SERIES FD BY CROUSE HINDS OR APPLETON. 3. WALL BOX SIZES (MINIMUM) SHALL BE 4" SQUARE X 2 -1/2" DEEP WHERE WALL CONSTRUCTION PERMITS. WHERE WALL CONSTRUCTION DICTATES, THE WIDTH MAY BE REDUCED TO 2 -1/8" OR 1 -1/2" UNDER SPECIAL CONDmONS. 4. FIXTURE OUTLETS IN CEIUNGS (MINIMUM) SHALL BE 4' OCTAGONAL X 1 -1/2" DEEP (4- 11/16" OCTAGONAL X 2 -1/2" DEEP WHERE REQUIRED TO ACCOMMODATE LARGER CONDUIT OR LARGER NUMBER OF WIRES). 5. GANG BOXES SHALL BE ONE PIECE (MINIMUM), 2- 1/8" DEEP. 6. PROVIDE FLUSH FLOOR BOX SERIES 880 BY WIREMOLD WITH DUPLEX RECEPTACLE FOR WOOD PLATFORM AT DISPLAY SHOW WINDOWS, BOX WITH COVERPLATE FLANGE: CAT. 1880W1- 818TCAL AND BRUSHED ALUMINUM COVERPLATE: CAT. f828R -TCAL WITH FLIP UD TO PROTECT RECEPTACLE WHEN NOT IN USE BOTH FLANGE AND COVERPLATE SHALL HAVE BRUSHED ALUMINUM FINISH. UL SCRUB USTED. 7. PROVIDE SPECIFICATION 16130.C.6 AS ON THE EXAMPLE JOB. 8. FLUSH MOUNT BOXES IN ALL FINISHED WALLS, INSTALL NE PLASTER RINGS IN DRYWALLED PLASTERED WALLS AND RAISED COVERS AS REQUIRED IN WALLS WITH OTHER FINISHES SO THAT THE COVER PLATES FIT TIGHTLY AGAINST BOXES OR RINGS, 3/16" MAXIMUM GAPS ARE ALLOWED FOR NONCOMBUSTIBLE WALLS. 9. ADJUST LOCATION OF OUTLETS IN MASONRY OR TILE CONSTRUCTION TO OCCUR IN THE NEAREST JOINT TO THE HEIGHT SPECIFIED. HEIGHTS SHALL MEET A.D.A. REQUIREMENTS. 10. SUPPORT ALL BOXES TO MAINTAIN PROPER ALIGNMENT AND RIGIDITY. 11. CLEAN BOXES OF ALL FOREIGN MATTER PRIOR TO THE INSTALLATION OR WIRING OF DEVICES. 12. MOUNTING HEIGHTS ON THE DRAWINGS ARE TO THE CENTERLINE OF THE BOX UNLESS OTHERWISE NOTED. SECTION 16140 - WIRING DEVICES A. WIRING DEVICE COLOR %Ku. BE SELECTED BY ARCHITECT, UNLESS OTHERWISE INDICATED. B. PROVIDE TOTALLY ENCLOSED, 20 AMPERE, 120/277 VOLT, QUIET A/C GENERAL USE SNAP SWITCHES. C. SWITCHES SHALL BE SPECIFICATION GRADE AS MANUFACTURED BY HUBBELL, P&S, OR LEVITON. D. PROVIDE NEMA CONFIGURATION 5 -20R DUPLEX 125 VOLT GROUNDING TYPE RECEPTACLES RATED FOR 20 AMPERES UNLESS OTHERWISE INDICATED ON THE DRAWINGS. E. RECEPTACLES SHALL BE SPECIFICATION GRADE AS MANUFACTURED BY HUBBELL, P&S OR LEVITON. F. RECEPTACLES REQUIRING AMPERAGES, VOLTAGES OR CONFIGURATIONS DIFFERENT FROM THE DUPLEX CONVENIENCE RECEPTACLES ABOVE SHALL BE AS INDICATED ON THE DRAWINGS. G. PROVIDE OTHER RECEPTACLES OF A QUALITY, MATERIAL AND WORKMANSHIP EQUAL TO THAT SPECIFIED FOR DUPLEX CONVENIENCE RECEPTACLES. H. PROVIDE COVER OR DEVICE PLATES FOR OUTLET BOXES AS FOLLOWS UNLESS OTHERWISE NOTED: 1. FINISHED AREAS: THERMOPLASTIC - COLOR TO MATCH DEVICE. 2. UNFINISHED AREAS: ZINC COATED SHEET METAL., ALUMINUM, OR CAST METAL AS APPROPRIATE FOR THE TYPE OF BOX. 3. TELEPHONE, COMMUNICATION, AND SIGNAL OUTLET PLATES, SHALL MATCH THOSE USED FOR RECEPTACLES AND SWITCHES. ALL OUTLET AND /OR JUNCTION BOXES SHALL BE COMPLETE WITH A COVER PLATE BY THIS CONTRACTOR. 4. WHERE DEVICES ARE GANGED, THEY SHALL BE INSTALLED UNDER A COMMON COVERPLATE. SECTION 16511 - UGHTING FIXTURES A. LIGHTING FIXTURES AND LAMPS SHALL BE FURNISHED AND INSTALLED AS INDICATED ON THE LIGHTING FIXTURE SCHEDULE. B. ALL FIXTURES FURNISHED BY THE ELECTRICAL CONTRACTOR SHALL BEAR NE UNDERWRITER'S LABORATORIES LABEL, SHALL BEAR ALL REQUIRED CITY OF CHICAGO APPROVALS (WHERE APPLICABLE AND SHALL BE INSTALLED ACCORDING TO MANUFACTURER S INSTRUCTIONS. C. THIS CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY SUPPORT MEDIA FOR ALL UGHTING FIXTURES INCLUDING STRUCTURAL STEEL, ANGLE, RODS, ETC. IN GENERAL, FLUORESCENT AND HIGH INTENSITY DISCHARGE FIXTURES SHALL BE SUPPORTED IN A MANNER ACCEPTABLE TO THE LOCAL INSPECTION AUTHORITIES. ALL FIXTURES SHALL BE FIRMLY SUPPORTED FROM BEAMS OR JOISTS. 1. PROVIDE ALL NECESSARY BACKING, BLOCKING AND SUPPORTS FOR WALL MOUNTED FIXTURES. 2. FIXTURES SHALL NOT BE SUPPORTED FROM ROOF DECK. D. ALL FIXTURES SHALL BE U.L LISTED AND APPROVED FOR THE PURPOSE. E. RECESSED FIXTURES IN FIRE RATED CEIING OR SUPPLY AIR PLENUMS SHALL BE APPROVED FOR THE FIRE RATING OF THE CEIUNG. PROVIDE AR -TIGHT GASKETS TO SEAL AROUND OPENINGS. F. IF REQUIRED BY CODE, LIGHT FIXTURES SHALL BE CITY OF CHICAGO PLENUM -RATED AND /OR APPROVED. G. ALL ADJUSTABLE FIXTURES SHALL BE AIMED AND ADJUSTED DURING EVENING HOURS TO THE SATISFACTION OF THE ARCHITECT AND /OR TENANT. I ir? RECEIV CITY OF TU I LA MAT Ch 2011 PERMIT CENTER • THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streetsboro Rood Richfield, Ohio 44286 (330) 659-6688 Ph. (330) 659 pppkia 11MpVA►. A cnt 1RED P US159 SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALL TUKIMLA, WASHINGTON 98188 Denniu Heath, Architect 2410 Nadler Square loop Alameda, CA 94501 Drssisgs end written seteriel s"eerisg herein cesstitute erigisel end uspshlished tort it the Architect hi ely set be depliceted, used or disclosed 'Meet trine. coastal of the Architect ()DENNIS HEATH ARCHITECT -2007 QAQC No. Dote Issue 04/08/11 CLIENT REVIEW SET 04/29/11 PERMIT /LANDLORD /BID SET Project No. 45096 Scale Drowsily: AS INDICATED TBA Droving No. AND ELECTRICAL SPECIFICATIONS E4.0 Date Apr. 28, 2011 lime: 2:31 pm 0 it TBA Dwg Name: 2011- 0135E4.0— E4.1.dwg Plotted Thursday April 28, 2011 2:31 pm by ataylor SECTION 16740 - TELEPHONE SYSTEM - COMMUNICATIONS CONDUIT, CABLING AND EQUIPMENT A SUMMARY 1. SECTION INCLUDES: A. WIRE, CONDUIT, BOXES, CABLE, CONNECTING DEVICES, INSTALLATION, AND TESTING FOR WIRING SYSTEMS TO BE USED AS SIGNAL PATHWAYS VOICE AND HIGH -SPEED DATA TRANSMISSION. B. MAKE PROVISIONS TO PROVIDE EXTENSION OF HIGH SPEED DATA CONNECTION. SMART JACK BY TELCO TO TENANT SPACE. C. REVIEW RESPONSIBLRY SCHEDULE ON LAST SHEET OF SPECIFICATTONS D. REVIEW DATA CABLE MATRICES & NOTES FOR DATA CONDUIT ALL ON LAST SHEET OF SPECIFICATIONS B. DEFINITIONS 1. EMI: ELECTROMAGNETIC INTERFERENCE. 2. IDC: INSULATION DISPLACEMENT CONNECTOR. 3. LAN: LOCAL AREA NETWORK. 4. PVC: POLYVINYL CHLORIDE. 5. UTP: UNSHIELDED TWISTED PAIR. C. QUALITY ASSURANCE 1. TECHNOLOGY INSTALLER (T.C.) QUALIFICATIONS: AN EXPERIENCED INSTALLER WHO IS A BISCI REGISTERED TECHNICIAN TEL II INSTALLER. 2. COMPLY WITH NFPA 70, EIA/TIA 566. 3. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70, ARTICLE 100, BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, AND MARKED FOR INTENDED USE. D. COORDINATION 1. COORDINATE WORK OF THIS SECTION WITH OWNER'S TELEPHONE SWITCH, TELEPHONE INSTRUMENT, WORKSTATION, AND LAN EQUIPMENT SUPPUERS. A. ADJUST ARRANGEMENTS AND LOCATIONS OF DISTRIBUTION FRAMES, PATCH PANELS, AND CROSS CONNECTS IN EQUIPMENT ROOMS AND WIRING CLOSETS TO ACCOMMODATE AND OPTIMIZE ARRANGEMENT AND SPACE REQUIREMENTS OF TELEPHONE SWITCH AND LAN EQUIPMENT. B. REFER TO H &M SUPPUED `US /CA STANDARD STORE IT DEPARTMENT SPECIFICATIONS ", VERSION 6.0, UPDATED 07 FEBRUARY, 2007 FOR ADDITIONAL INFORMATION FOR COORDINATION. C. TECHNOLOGY CONTRACTOR SHALL COORDINATE INSTAUATION OF HIGH -SPEED DATA CONNECTION WITH SERVICE PROVIDER TO ALLOW ALL EQUIPMENT TO BE INSTALLED IN TENANT SPACE. D. TECHNOLOGY CONTRACTOR WILL MAKE ALL CROSS CONNECTIONS NEEDED TO EXTEND THE DATA CONNECTION FROM THE BUILDING DEMARK TO TENANT DEMARK BEFORE INSTALLATION OF HIGH -SPEED DATA SERVICE. E. TELEPHONE /DATA CONDUIT SYSTEM 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUIT AND OUTLET BOXES FOR TECHNOLOGY CABLING. 2. THE TECHNOLOGY CONTRACTOR SHALL PROVIDE AND INSTALL ALL 25 PAIR AND CAT5E CABLE, DATA AND PHONE JACKS, FACE PLATES, PATCH PANELS, AND MISCELLANEOUS EQUIPMENT TO MEET THE SPECIFICATIONS. 4. A CONDUIT RUN SHALL HAVE NO MORE THAN THREE (3) BENDS IN A RUN BETWEEN OUTLET BOXES OR BETWEEN OUTLET BOX AND A METAL CABINET OR PULL BOX. WHEN A RUN REQUIRES MORE THAN THREE (3) BENDS, A PULL BOX OF SUITABLE SIZE SHALL BE PLACED IN A SUITABLE LOCATION TO MEET THE ABOVE CONDITIONS. DAISY CHAINING OR BENDING BEHIND WALLS IS ABSOLUTELEY NOT PERMITTED. 5. DATA CABLING SHALL BE IN CONDUIT CONDUIT SHALL BE CONTINUOUS FROM DEVICE TO DATA RACK IN ELECTRICAL ROOM. CONDUIT SHALL MEET FILL REQUIREMENTS AS INDICATED IN THE TABLE AT THE END OF THE SPECIFICATIONS. 6. PULL - STRINGS MUST BE PLACED IN ALL CONDUIT BY E.C. AND T.C. MUST RUN NEW PULL- STRINGS THROUGH CONDUIT ALONG WITH CABLES FOR FUTURE EXPANSION CAPABILITIES. F. MANUFACTURERS 1. APPROVED MANUFACTURERS: A. CABLE: 1) BELDEN WIRE & CABLE COMPANY (317- 983- 5200). 2) ESSEX GROUP, INC.; TELECOMMUNICATIONS PRODUCTS DMSION (214- 461- 4000). 3) GENERAL CABLE (908- 769 - 3200). 4) MOHAWK /CDT (800- 422 - 9661). B. TERMINAL AND CONNECTOR COMPONENTS AND PATCH PANELS. 1) LEVITON TELECOM (800- 323 -8920) ONLY. NO SUBSTITUTIONS PERMITTED. G. SYSTEM REQUIREMENTS 1. GENERAL COORDINATE THE FEATURES OF MATERIALS AND EQUIPMENT SO THEY FORM AN INTEGRATED SYSTEM. MATCH COMPONENTS AND INTERCONNECTIONS FOR OPTIMUM FUTURE PERFORMANCE. 2. EXPANSION CAPABILITY: UNLESS OTHERWISE INDICATED, PROVIDE CONDUCTOR PAIRS IN CABLES, POSITIONS IN PATCH PANELS, CROSS CONNECTS, AND TERMINAL STRIPS, AND SPACE IN BACKBONE CABLE TRAYS AND WIREWAYS TO ACCOMMODATE 50 PERCENT FUTURE INCREASE IN ACTIVE STATION PAIRS. H. TWISTED -PAIR CABLES, CONNECTORS, AND TERMINAL EQUIPMENT 1. LISTED AS COMPLYING WITH CATEGORIES 5 OF EIA/TIA- 568-B. DATA ABND TELEPHONE BRANCH CABLE SHALL BE CATEGORY 5e. 2. CONDUCTORS: SOLID COPPER. 3. UTP CABLE: COMPLY WITH BA/IA- 568 -B. FOUR THERMOPLASTIC- INSULATED, INDMDUALLY TWISTED PAIRS OF CONDUCTORS; NO. 24 AWG, COLOR - CODED; ENCLOSED IN PVC JACKET. 4. UTP CABLE CONNECTING HARDWARE: COMPLY WITH EIA/TIA- 568 -B. IDC TYPE, USING MODULES DESIGNED FOR PUNCH -DOWN CAPS OR TOOLS. A. IDC TERMINAL BLOCK MODULES: INTEGRAL WITH CONNECTOR BODIES, INCLUDING PLUGS AND JACKS WHERE INDICATED. B. IDC CONNECTING HARDWARE: CONSISTENT THROUGHOUT PROJECT. 6. JACKS AND JACK ASSEMBUES FOR DATA CIRCUIT UTP CABLE: MODULAR, COLOR - CODED, RJ -45 RECEPTACLE UNITS WITH INTEGRAL ADC -TYPE TERMINALS. A. 1 PORT JACK LOCATION, (1) LEVITON #41108 - RV5 W /LEVITON 142080 -1WS WALL PLATE. B. 2 PORT JACK LOCATION, (2) LEVITON #41108 - RV5 W /LEVFFON #42080 -2WS. C. 4 PORT JACK LOCATION (4) LEVITON #41108 - RV5 W /LEVITON #42080 -4WS WALL PLATE. D. 6 PORT JACK LOCATION, (6) LEVITON #41108 - RV5 W /LEVITON #42080 -6WS WALL PLATE. E. WALL TELEPHONE LOCATION: 8 -PIN RJ45, INSIDE ICC PART #ICC- IC107FWP -IV. F. SURFACE BOX FOR DATA PORTS AT CASHWRAPS: (1) LEVITON 142777-1WA. 7. T.C. SHALL SUPPLY (4) WIRE MANAGEMENT RACKS FOR THE DATA RACK. LEVITON #49252 -PCM. REFER TO H &M SUPPUED 'US /CA STANDARD STORE R DEPARTMENT SPECIFICATIONS VERSION 6.0, UPDATED 07 FEBRUARY - 2007 FOR ADDITIONAL INFORMATION. I. IDENTIFICATION PRODUCTS 1. CABLE LABELS: SELF - ADHESIVE VINYL OR VINYL -CLOTH WRAPAROUND TAPE MARKERS, MACHINE PRINTED WITH ALPHANUMERIC CABLE DESIGNATIONS. 2. BROTHER P -TOUCH (OR EQUIVALENT) WITH BLACK ON WHITE LABELING. 3. HANDWRITTEN LABELS ARE NOT PERMITTED. J. EXAMINATION 1. EXAMINE PATHWAY ELEMENTS INTENDED FOR CABLE, CHECK RACEWAYS, CABLE TRAYS, AND OTHER ELEMENTS FOR COMPLIANCE WITH SPACE ALLOCATIONS, INSTALLATION TOLERANCES, HAZARDS TO CABLE INSTALLATION, AND OTHER CONDITIONS AFFECTING INSTALLATION. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. K. APPLICATION OF MEDIA 1. HORIZONTAL CABLES FOR DATA SERVICE: USE UTP CABLE COMPLYING WITH CATEGORY 5e OF ETA/TIA- 568-B FOR RUNS BETWEEN WIRING CLOSETS AND WORKSTATION OUTLETS. L INSTALLATION 1. WIRING METHOD: INSTAL WIRING AS DESCRIBED HEREIN. CONCEAL WIRING EXCEPT IN UNFINISHED SPACES. 2. INSTALL CABLE USING TECHNIQUES, PRACTICES, AND METHODS THAT ARE CONSISTENT WITH CATEGORY 5e RATING OF COMPONENTS AND THAT ENSURE CATEGORY 5e PERFORMANCE OF COMPLETED AND UNKED SIGNAL PATHS, END -TO -END. 3. INSTALL CABLE WITHOUT DAMAGING CONDUCTORS, SHIELD, OR JACKET 4. DO NOT BEND CABLE IN HANDLING OR IN INSTAWNG TO SMALLER RADII THAN MINIMUMS RECOMMENDED BY MANUFACTURER. 5. PULL CABLES WITHOUT EXCEEDING CABLE MANUFACTURER'S RECOMMENDED PUWNG TENSIONS. A. PULL CABLES SIMULTANEOUSLY IF MORE THAN ONE IS BEING INSTALLED IN THE SAME RACEWAY. B. USE PUWNG COMPOUND OR LUBRICANT IF NECESSARY. USE COMPOUNDS THAT WILL NOT DAMAGE CONDUCTOR OR INSULATION. C. USE PUWNG MEANS, INCLUDING FISH TAPE, CABLE, ROPE, AND BASKET -WEAVE WIRE /CABLE GRIPS, THAT WILL NOT DAMAGE MEDIA OR RACEWAY. 6. WIRING WITHIN WIRING CLOSETS AND ENCLOSURES: PROVIDE ADEQUATE LENGTH OF CONDUCTORS. TRAIN CONDUCTORS TO TERMINAL POINTS WITH NO EXCESS. USE LACING BARS TO RESTRAIN CABLES, TO PREVENT STRAINING CONNECTIONS, AND TO PREVENT BENDING CABLES TO SMALLER RADII THAN MINIMUMS RECOMMENDED BY MANUFACTURER. 7. SEPARATION OF WIRES: COMPLY WITH BA/RA-569 RULES FOR SEPARATING UNSHIELDED COPPER COMMUNICATION AND DATA - PROCESSING EQUIPMENT CABLES FROM POTENTIAL EMI SOURCES, INCLUDING ELECTRICAL POWER ONES AND EQUIPMENT. 8. MAKE SPLICES, TAPS, AND TERMINATIONS ONLY AT INDICATED OUTLETS, TERMINALS, AND CROSS - CONNECT AND PATCH PANELS. 9. USE SPLICE AND TAP CONNECTORS COMPATIBLE WITH MEDIA TYPES. 10. INSTALL A PULL WIRE IN EACH AND EVERY EMPTY CONDUIT. 11. EACH CABLE SHALL BE TERMINATED AND LABELED WITH THE PORT NUMBER AT PANEL A. 12. T.C. SHALL INSTALL A CATEGORY 5 RATED 25 -PAIR CABLE FROM THE MALL OR BUILDING PHONE ROOM AND /OR SUB PHONE ROOM TO THE TELEPHONE BACKBOARD IN THE ELECTRICAL ROOM BESIDE THE LAN CABINET, TERMINATED TO A 66 -BLOCK ON BOTH ENDS. M. GROUNDING 1. GROUND CABLE SHIELDS, DRAIN CONDUCTORS, AND EQUIPMENT TO ELIMINATE SHOCK HAZARD AND TO MINIMIZE GROUND LOOPS, COMMON -MODE RETURNS, NOISE PICK -UP, CROSS TALK, AND OTHER IMPAIRMENTS. 2. BOND SHIELDS AND DRAIN CONDUCTORS TO GROUND AT ONLY ONE POINT IN EACH CIRCUIT. 3. SIGNAL GROUND TERMINAL LOCATE IN EACH EQUIPMENT ROOM AND WIRING CLOSET. ISOLATE FROM POWER SYSTEM AND EQUIPMENT GROUNDING. 4. SIGNAL GROUND BUS: MOUNT ON WALL OF MAIN EQUIPMENT ROOM WITH STAND -OFF INSULATORS. 5. SIGNAL GROUND BACKBONE CABLE: EXTEND FROM SIGNAL GROUND BUS TO SIGNAL GROUND TERMINAL IN EACH WIRING CLOSET AND EQUIPMENT ROOM. N. INSTALLATION IN EQUIPMENT ROOMS AND CABINETS 1. PROVIDE BACKBOARD AS SHOWN ON THE DRAWINGS. 2. MOUNT PATCH PANELS, TERMINAL STRIPS, AND OTHER CONNECTING HARDWARE IN THE SPECIFIED CABINET. 3. GROUP CONNECTING HARDWARE FOR CABLES INTO SEPARATE LOGICAL FIELDS. 4. USE PATCH PANELS TO TERMINATE CABLES ENTERING THE CABINET. 0. IDENTIFICATION 1. IDENTIFY SYSTEM COMPONENTS COMPLYING WITH APPLICABLE REQUIREMENTS IN DMSION 16, SECTION 16075, ELECTRICAL IDENTIFICATION AND THE FOLLOWING SPECIFICATIONS. 2. SYSTEM: NUMBER THE PORTS CONSECUTIVELY (EG., 1, 2, 3...ETC.). 3. WORKSTATION: LABEL CABLE PORT NUMBER ON CABLE SHIELDING WITHIN THE OUTLET BOX. 4. DISTRIBUTION RACKS AND FRAMES: CONSECUTIVELY LABEL EACH UNIT AND FIELD WIHTIN TWIT UNIT. 5. WITHIN CONNECTOR HEWS, IN WIRING CLOSETS AND EQUIPMENT ROOMS: LABEL EACH CONNECTOR AND EACH DISCRETE UNIT OF CABLE- TERMINATING AND CONNECTING HARDWARE. 6. CABLES, GENERAL LABEL EACH CABLE WITHIN 4 INCHES TO EACH TERMINATION AND TAP USING ALL THREE LISTED IDENTIFICATION PRODUCTS, WHERE IT IS ACCESSIBLE IN A CABINET OR JUNCTION OR OUTLET BOX, AND ELSEWHERE AS INDICATED. 7. EXPOSED CABLES AND CABLES IN CABLE TRAYS AND WIRE TROUGHS: LABEL EACH CABLE AT INTERVALS NOT EXCEEDING 15 FEET. 8. CABLE SCHEDULE: POST IN PROMINENT LOCATION IN EACH WIRING CLOSET AND EQUIPMENT ROOM. UST INCOMING AND OUTCOMING CABLES AND THEIR DESIGNATIONS, ORIGINS, AND DESTINATIONS, ORIGINS, AND DESTINATIONS. PROJECT WITH RIGID FRAME AND CLEAR PLASTIC COVER. PROVIDE ELECTRONIC COPY OF FINAL COMPREHENSIVE SCHEDULES FOR PROJECT, IN SOFTWARE AND FORMAT SELECTED BY OWNER. P. FIELD QUALITY CONTROL 1. THE H & M I.T. REPRESENTATIVE RETAINS THE RIGHT TO BE PRESENT AT ANY OR ALL CABLE CERTIFICATION. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE 48 HOURS PRIOR TO THE BEGINNING OF THE CERTIFICATION PROCESS. 2. INSPECT THE CABLES FOR DAMAGE PRIOR TO PERFORMING TESTING, IF CABLE IS DAMAGED REPULL CABLE. 3. THE CONTRACTOR SHALL PROVIDE A COPY OF CERTIFICATION TEST REPORTS TO THE ENGINEER IN BOTH HARDCOPY AND ELECTRONIC FORMAT. CONTRACTOR SHALL ALSO PROVIDE A COPY OF THE CABLE TESTER'S DATABASE MANAGEMENT SOFTWARE. 4. INDEPENDENT SYSTEM CERTIFIED TESTING MAY BE REQUIRED, AT THE DISCRETION OF THE H & M I.T. DEPARTMENT, PROVIDED AT THE EXPENSE OF NE CONTRACTOR, IN THE EVENT OF NON - PERFORMANCE OF THE SPECIFIED TESTING PROCEDURES, SUBMITTALS AND /OR INSTALLATION PROCEDURES. 5. DATA CABLE TEST REPORTS A. UPON COMPLETION OF THE CABLE INSTALLATION, THE CONTRACTOR SHALL PERFORM COMPLETE COPPER CABLE CERTIFICATION TESTS ON EVERY CABLE, INCLUDED BUT NOT LIMITED TO: 1) FOR CATEGORY 5e CABLING AND HIGHER: A WIRE MAP B LENGTH C ATTENUATION D NEAR END CROSS TALK (NEXT) E EQUAL LEVEL FAR END CROSS TALK E F) PROPAGATION DELAY AND DELAY SKEW G) RETURN LOSS B. TEST SHALL BE PERFORMED TO PUBLISHED STANDARDS, INCLUDING, BUT NOT LIMITED TO, THE LATEST REVISIONS OF EIA/TIA 568, ISO /IEC 11802 AND OTHER APPLICABLE STANDARDS AT THE TIME OF INSTALLATION. C. ALL ILSI5 SHALL BE PERFORMED WITH A CERTIFIED TEST DEVICE. D. TESTER SHALL BE FACTORY CALIBRATED EACH CALENDAR YEAR BY NE FIELD TEST EQUIPMENT MANUFACTURER AS STIPULATED BY THE MANUALS PROVIDED WITH THE FIELD TEST UNIT. THE CALIBRATION CERTIFICATE SHALL BE PROVIDED, UPON REQUEST, TO THE H & M I.T. DEPARTMENT. E. AUTO TEST SETTINGS PROVIDED IN THE FIELD TESTER FOR TESTING THE INSTALLED CABLING SHALL BE SET TO NE DEFAULT PARAMETERS. F. TEST SETTINGS FROM OPTIONS PROVIDED IN THE FIELD TESTERS SHALL BE COMPATIBLE WITH THE INSTALLED CABLE UNDER TEST. 6. REMOVE ANY MALFUNCTIONING CABLE, REPLACE/REPULL WITH NEW CABLE AND RETEST AS SPECIFIED ABOVE. Q. CLEANING 1. AFTER COMPLETING SYSTEM INSTALLATION, INCLUDING OUTLET FITTINGS AND DEVICES, INSPECT EXPOSED FINISH. REMOVE BURRS, DIRT, AND CONSTRUCTION DEBRIS AND REPAIR DAMAGED FINISH, INCLUDING CHIPS, SCRATCHES, AND ABRASIONS. SECTION 16750 RESPONSIBILITY SCHEDULE TECHNOLOGY CONTRACTOR ELECTRICAL CONTRACTOR INSIDE DIAMETER COMPLETE CONDUIT PATHWAY SYSTEM INCLUDING, BUT NOT UMITED TO CONDUIT, MANHOLES, HAND HOLES, JUNCTION BOXES, OUTLET BOXES, PLASTER RINGS, ECT. mm (in) • FIRE -RATED PAINTED PLYWOOD BACKBOARDS, FOR TECHNOLOGY USE 5.6 (0.22) • TECHNOLOGY GROUNDING SYSTEM INCLUDING, BUT NOT WAND TO, GROUND CONDUCTORS, COPPER BUS BARS AND ALL ASSOCIATED HARDWARE REQUIRED FOR A COMPLETE GROUNDING SYSTEM. 7.9 (0.31) • 1' SLEEVES AND F1RESTOPPING WHERE REQUIRED 15.8 (0.62) 17.8 (0.70) PROVIDE PULL STRING IN CONDUfT'S. • • BONDING OF ALL TECHNOLOGY EQUIPMENT INCLUDING, BUT NOT UNITED TO, BONDING JUMPERS AND ASSOCIATED HARDWARE. • 16 PROVIDE ALL CAT5E DATA CABUNG AND 25 PAIR PHONE CABLING. • 0 PROVIDE ALL DATA HARDWARE INCLUDING BUT NOT WARD TO DATA AND PHONE JACKS, PATCH PANELS, FACE PLATES, TECHNOLOGY CABINETS, JHOOKS, CABLE 11ES, WIRE MANAGEMENT AND MISC. RACK EQUIPMENT TO MEET SPECIFICATIONS. • 0 FIELD QUALITY CONTROL (TESTING & CERTIFICATION) • 0 IDENTIFICATION PRODUCTS • SOURCES: BICSI TDMM, GENERAL CABLE, SUPERIOR ESSEX bs ).-7 cRVOF411uu{ MAT 0-f 2011 PERMIT CENTER THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streetsboro Road Richfield, Ohio 44286 (330) 659- (330) 659 phHMIT A �,ppROV REQUIRED US159 SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALL TUKWILA WASHINGTON 98188 DII Dennis Heath, Architect 2410 Mariner Square loop Alameda, CA 94501 Iraie�s led Irittea •eteriul o"eerisd h uhu col:titete eri�iool eel ee'ehli :led wen of tie Architect ad ma lot he le'ITceted, used or disclosed 'intuit erittee consent of tie Architect ()DENNIS HEATH ARCHITECT -2007 QAQC No. Dote Issue 04/08/11 CLIENT REVIEW SET 04/29/11 PERMIT /LANDLORD /BID SET Project No. 45096 Scale AS INDICATED DravnBy: TBA Droving No. I 0 ELECTRICAL SPECIFICATIONS E4.1 SECTION 16740: DATA CONDUIT FILL REQUIREMENTS TRADE SIZE INSIDE DIAMETER CABLE OUTSIDE DIAMETER mm (in) 3.3 (0.13) 4.6 (0.18) 5.6 (0.22) 6.1 (0.24) 7.4 (0.29) 7.9 (0.31) 9.4 (0.34) 13.5 (0.53) 15.8 (0.62) 17.8 (0.70) In mm 1/2 .622 16 1 1 0 0 0 0 0 0 0 0 3/4 .824 21 6 5 4 3 2 2 1 0 0 0 1 1.049 27 8 8 7 6 3 3 2 1 0 0 1 1/4 1.380 35 16 14 12 10 6 4 3 1 1 1 1 1/2 1.610 41 20 18 16 15 7 6 4 2 1 1 2 2.067 53 30 26 22 20 14 12 7 4 3 2 2 1/2 2.469 63 45 4.0 36 30 17 14 12 6 3 3 3 3.068 78 70 60 50 40 20 20 17 7 6 6 3 1/2 3.548 91 MAX MAX MAX MAX MAX MAX 22 12 7 6 4 4.026 103 MAX MAX MAX MAX MAX MAX 30 14 12 7 - TYPICAL 2 -PAIR CAT 3 CABLE --- - 3 CABLE - - - -- CABLE CABLE --- - CABLE - - - -- CABLE CABLE --- - CABLE - - - -- CABLE - CABLE TYPICAL 4 -PAIR CAT TYPICAL 4 -PAIR CAT 5E TYPICAL 4 -PAIR CAT 6 (WITHOUT DMDER) TYPICAL 4 -PAIR CAT 6 (WITH DMDER) OR 4 -PAIR ScTP TYPICAL 12 -PAIR CAT 3 UNSHIELDED TYPICAL 25 -PAIR CAT 3 UNSHIELDED TYPICAL 50 -PAIR CAT 3 UNSHIELDED TYPICAL 50 -PAIR CAT 3 SHIELDED ARMM TYPICAL 100 -PAIR CAT 3 UNSHIELDED SOURCES: BICSI TDMM, GENERAL CABLE, SUPERIOR ESSEX bs ).-7 cRVOF411uu{ MAT 0-f 2011 PERMIT CENTER THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streetsboro Road Richfield, Ohio 44286 (330) 659- (330) 659 phHMIT A �,ppROV REQUIRED US159 SOUTHCENTER MALL (REMODEL) 867 SOUTHCENTER MALL TUKWILA WASHINGTON 98188 DII Dennis Heath, Architect 2410 Mariner Square loop Alameda, CA 94501 Iraie�s led Irittea •eteriul o"eerisd h uhu col:titete eri�iool eel ee'ehli :led wen of tie Architect ad ma lot he le'ITceted, used or disclosed 'intuit erittee consent of tie Architect ()DENNIS HEATH ARCHITECT -2007 QAQC No. Dote Issue 04/08/11 CLIENT REVIEW SET 04/29/11 PERMIT /LANDLORD /BID SET Project No. 45096 Scale AS INDICATED DravnBy: TBA Droving No. I 0 ELECTRICAL SPECIFICATIONS E4.1