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HomeMy WebLinkAboutPermit D11-085 - WESTFIELD SOUTHCENTER MALL - DISNEY STORE - TENANT IMPROVEMENTDISNEY STORE 536 SOUTHCENTER MALL Di 1-085 City olkukwila • 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: 536 SOUTHCENTER MALL TUKW Suite No: Project Name: DISNEY STORE Permit Number: Issue Date: Permit Expires On: D11 -085 06/09/2011 12/06/2011 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: STARR DE LA CRUZ Address: 2413 PACIFIC COAST HY #202 , LOMITA CA 90717 Contractor: Name: I C E BUILDERS INC Address: 421 E CERRITOS AVE , ANAHEIM CA 92805 Contractor License No: ICEBUI *007D7 Phone: 310 606 -2078 X 110 Phone: 714 491 -1317 Expiration Date: 05/28/2013 DESCRIPTION OF WORK: INTERIOR ALTERATIONS TO EXISTING TENANT SPACE. INSTALL NEW PARTITIONS, REFLECTED CEILING, NEW DISPLAY FIXTURES, AND NEW RESTROOM. Value of Construction: $62,800.00 Fees Collected: $1,805.15 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: IIB Occupancy per IBC: 0019 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D11 -085 Printed: 06 -09 -2011 1 • Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: N Public: Non - Profit: N Public: Permit Center Authorized Signature: 1 1 Lk k /1/. j Date: l 1 I hereby certify that I have read and ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied whether specified herein or not. The granting of this permit does not pre ._,, e to give authority to violate or cancel the provisions of arty other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. //4- Signature: %� � Print Name: Date: '1"-- This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. doc: IBC -7/10 D11-085 Printed: 06 -09 -2011 7: All construction shall be done in conforre with the approved plans and the require of the International Building Code or International Residential , International Mechanical Code, Washingt ate Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: .All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: Install mechanical stops in rolling shelving units so that when units are rolled together, a 6 inch transverse flue space is maintained every 4 ft. along the length of the shelving. 16: Artificial decorative vegetation shall meet the flame propagation performance criteria of NFPA 701. 17: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 18: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 19: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 20: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 21: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 22: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 23: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 24: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) doc: IBC -7/10 D11 -085 Printed: 06 -09 -2011 26: Exits and exit access doors shall be mar by an approved exit sign readily visible fro y direction of egress travel. Access to exits shall be marked by r visible exit signs in cases where the exit o 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) 27: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 28: 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) 29: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (1111.1x) 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) 30: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 31: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 32: 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) 33: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of 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). 34: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 35: 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) 36: 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) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 39: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 40: Post address on storefront per approved Westfield standards. 41: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 42: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 43: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 44: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at doc: IBC -7/10 D11-085 Printed: 06 -09 -2011 • • 011 -085 Printed: 06 -09 -2011 CITY OF TU LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Buildin g Permit No. Mechanical Permit No. , Plumbing/Gas Permit No. Public Works Permit No. Project No. (For once um 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 �- I - ,, King Co Assessor's Tax No.: C1! 9A1 Site Address: J, 3 (P S ( 'kv' ` (C419 Suite Number. 9 Floor: Tenant Name: �� Stie S?)i E Property Owners Name: W 9 25Tk1 C k d LL C New Tenant: Yes ❑..No Mailing Address: •no nno..1`Thi9"Yce- Seams e City Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Mailing Address: cgLt t) P 124. CnC .QT Z02- a Day Tel hone: 310—U O ii 1c X06 71 1 City Zip Fax Number: 3 0 - CoOi0'a 01 '1 E-Mail Address: SI-O-Cre QQ,( MA siVog. r - (OWN GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Contact Person: E-Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Mailing Address: Contact Person: E-Mail Address: L%Acont bYCLOS t l t1S ioc - Pd. buf (04 nt cA- 3urneS c bu3 S Of-0Q Q rrircturdi r OY►-, city Day Telephone: lit S 47te Fax Number: O - (CO (P a 01 �'jlSa' C.CI v ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: DO " Ve n rn Mailing Address: Contact Person: E-Mail Address: 1 ( (6 epeirnAla I' •C<.) » t.i HAApplisteion fa®e- Appfiwfians On Line 2010 Applitalimu7-2010 - Reviaed 7 -2010 bb Applicaion4os 6 ,kv e �17( � Cold 51 City state zip Day Telephone: �l 7 - 410 --ate x a30 Fax Number: Page 1 of BUILDING PERMIT INFORMATIG. 206 -431 -3670 Valuation of Project (contractor's bid price): $ tY 21 tc0 b Scope of Work • lease provide a ed information): ■ai t . t! AELIMMDMEMELt a t Uk(1 Qnl'cd Existing Building Valuation: $ cozi 8 00 �.� Q (QAQ W Will there be new rack storage? Yes D.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If `yes ", explain: Sprinklers ❑ ....... Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material S e 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. AndiwtionsW - Applications On Linn \2010 Applicatiom17 -2010 - Pent Applicetion4oc 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 I" Floor L 11 1 - a-1— Z , ^ r 2i' Floor 3'a 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: Sprinklers ❑ ....... Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material S e 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. AndiwtionsW - Applications On Linn \2010 Applicatiom17 -2010 - Pent Applicetion4oc 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 1053.2 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 OWN R R AUTHORIZED NT: Signature: L Print Name: Mailing Address: a \--f r D Pa c Date: 'I// // "" t ) j. Day Telephone: 3 I V l0 0 CO% 01k 0� J1 D 4 Hey 02,0 Z LOrnitri q l i7 City state Date Application Accepted: I 0,1[ [ I 1 Date Application Expires: ID I, bi Staff Initials: H:IApplicati®e\F®s- AppIicolime On Line 12010 Applicetions17 -20 t0 - Permit AP1iionion toe Revised 7 -2010 be Page 6 of 6 fli 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 Parcel No.: 9202470010 Permit Number: D11-085 Address: 536 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 04/07/2011 Applicant: DISNEY STORE Issue Date: Receipt No.: R11 -01171 Initials: JEM User ID: 1165 Payment Amount: $1,095.80 Payment Date: 06/09/2011 11:51 AM Balance: $0.00 Payee: ICE BUILDERS, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 111660 1,095.80 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,095.80 1,091.30 4.50 doc: Receiot -06 Printed: 06 -09 -2011 Cillof Tukwila. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: //www. ci. tukwila. wa. us SET RECEIPT RECEIPT NO: R11 -00668 Initials: JEM Payment Date: 04/07/2011 User ID: 1165 Total Payment: 942.95 Payee: PERMITS DIRECT SET ID: S000001491 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member D11 -085 EL11 -0316 M11 -043 PG11 -053 TOTAL: Amount 709.35 109.13 83.26 41.21 709.35 TRANSACTION LIST: Type Method Description Amount Payment Check 1987 942.95 TOTAL: 942.95 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PLAN - NONRES 000.345.832.00.0 PLAN CHECK - NONRES 000.345.830 109.13 833.82 TOTAL: 942.95 INSPECTION NO. INSPECTION RECORD. Retain a copy with permit PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 P. (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project: 1--)1S1JZt.( ST() V_ Type of Inspection: r ►NAB Address: 153 b 01 ALL, Date Called: S -2-G- I Special Instructions: Date Wanted:. —704- Li 12 -'7 (8 7 m i..' Requester: Phone No: ' Approved per applicable codes. D Corrections required prior to approval. COMMENTS: r1� t @@ evv‘i$ I e-i e (FIi.J.t L OC'C LI IPAto l S ?d\F r7 Date: 1Z ( INSPECTION FEE REpUIRED. Prior to nxt inspection. fee must be aid at 6300 Southcenter Blvd.. Suite 100. C 11 to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 A. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Lo Project: Type otw Inspection: { Ad re otiort( Date Called: Special Instructions: • Date Wanted r t m. .m. Requester: Pho� No: _1, Z — A4proved per applicable codes. .orrections required prior to approval. COMMENTS: I 6 kA-4-6"-6 f ►"-6 50 s- ce i t J pr (v) ice set' - for: au a k-P JJ.h 1_ r ( p . arms _Tv t,c) r it J IT Am 41 Inspec or: REINSPECTION FEE REQUIRED. Prior to next inspection. fee rimust.be • - paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectio°h., • - INSPECTION RECORD Retain a copy with permit [D11 -OAS PERMIT NO. .INSPECTION NO. • CITY OF' TUKWILA BUILDING DIVISION 6300.Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3 • Permit Inspection Request Line (206) 431 -2451 r• • - Protect:. • S ft S r- 1..-. Type of Inspection: 1 \)-- Fr A ... C� Addres's :. • _51(0 . MA-1( Date Called: (..._ Special Instructions: • Date Wanted:. r!a.m - -C) -- f� —p.m. Requester: Phone No:_ - fl12 • -2��'2 DApproved per applicable codes. Corrections required prior to approval. COMMENTS: Pr( y J A- 4)pr A L1 4 o f-rA,Lt .t A6, Ca _sc_reA ti Inspectd 'Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1 INSPECTION NO. . . . ... , .. L • . INSPECTION RECORD . Retain a copy with permit D. ' . t 1 : '' o. . s. - • 5 1 . b . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro' ect; / S #43 r Li ■,__17)/Z F Type of Inspection: ...7CO, \-/ Add ess: .1 3-, Cra ill PI t. 1 Date Called: ----..., . .. ,3 Special Instructions: Date Wanted: 7--/e----// fa.m. Requester: Phone No: Approved per applicable codes. COMMENTS: A Corrections required prior to approval. C1) ri-tertt" r ■514-i IC? c34-A• . I 14/e 0 oil.ffiza.-1 _ hiipecto . Jj / EINSP CTION FEE RE IRED. Prior to ext inspection, fee must be paid at 300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD.. Retain a copy with permit INSP TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ' . (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: pi'L£`4�� Type of Inspection: GV A 11 0 A-V 4 tyA Ad 51 S c M � Date Called: Special Instructions: Date Wanted: 7 -14 - (( (1-77 p- Requester: Phone N o: �r4_ tZ -Zt�r2 ElApproved per applicable codes. a Corrections required prior to approval. ti COMMENTS: v> pr- • I/ r If rte. ,4..1 �\-,� z. / ea CSLA V.,. • J.J X-C. 11 0 A-V 4 tyA N P iii-./ 6sw1'h v 1 w..—L/ ?�i(- 1 / -••►-, nspe or: Glace NSPECTIO FEE RE UIRED. Prior, id at 6300 Southcenter lvd.. Suite Date: o next inspection, fee must be 00. Call to schedule reinspection. 7r. 71 . -- Alta •-s -r te vim.- -. u:, ••-• - ...,rn--. - - - •- - -"^ • • tr. INSPECTION RECORD' Retain a copy with permit INSPECT? ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451" OI —a' Pro• c z Type o Inspection:, 0 ? Ae 14 cc kAd(t e , 4 , Address: _ _se Date Called: Special Instructions: Date Wanted: 1 / a.m. + ir i p.m- Requester: Phone 4 — 4' 2- — 2482_ EiApproved per applicable codes. Corrections required prior to approval. COMMENTS: Y 0 ? Ae 14 cc kAd(t AA ....1-ic S �1-It., ! 12e0-1A ► \ - Slne. -1 c3 A (ks - iV ,/(VPC. Ins recto Date_ SPECTION FEE REQUIRED. Prior to n4xt inspection, fee must be id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. �' - • • • • • • •.-�',)9.3y'` "?. .. fr7E�. �; �"JC'=:[ea'�: '':'+- ..`°`"'..7.Cr ti-7'^5-•,- 7�'[ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 - 3670_ Permit Inspection Request Line (206) 431 -2451 Project: vp/ fy ..s-re, A" E Type of Inspection: 1-G,JL3 .1te..,.6 - S. / Z -1.4,/ .1,.w 4#74/e‘-'1 Address: 536 Sp1TE mAi/ Date Called: Special Instructions: Date Want , / C. Requester: Phone No: Z �{ 7/4/ 4/1 a.Z.f 8Z EjApproved per applicable codes. El-Corrections required prior to approval. COMMENTS: p ). .1te..,.6 - S. / Z -1.4,/ .1,.w 4#74/e‘-'1 //o7C i 4// / ? ,-///�dc , (f.1r /� if -1C1Yi, /!' c vs , , 7/Si Zho /ifs • lz^r9 1f/ Date: SPECTION FEE REQULRED. Prior to next inspection. fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • INSPECTION REc RD: r - _ .: ."+. Retain a copy with permit INSPECTION NO. I:_ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 . (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: ..5s id ey . - Type Inspection:, r aA,A Address: " 5 c4( ( Date Called: Special Instructions: Date Wanted: (� - 2g - I ( a.m. 4-p" Requester: Phone No: Approved per applicable codes. a Corrections required prior to approval. COMMENTS: 4-) • V Inspe Date ri REI'SPECTION FEE RE UIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 1 O. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD .k Retain a copy with permit It _6N5 PERMIT NO. 4P CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: %i StO f Li ST 0 i . t Type of�nspection: r €. 64 ir.i Address: MALL.— S C Date Called: A Secia Instructions: Date Wanted: /L 14-1/ am: p Requester: Ja0) ►'s^ J 0 J Phone l _"1 2682. 12-2682- 1ZApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: I) tk i e. 4K•e A s -1 o I \Co A Ve- . - t'to'4 U -( I n.,,,�c -<. 4,,.i L A -CL,/ L t�C T ./ 4 4J eh� l , �j H NN"A� ,j.,V-4c.1 l06 "; NhY 04■3 L L•C` WG,/ K . Ja0) ►'s^ J 0 J k OS P G' 4 4... G•c r i ►1 k ∎Uw S Ins ctor: EINSPECTION FEE,REQUIRED. Pr or to next inspection, fee must be aid at 6300 Southcenter Blvd., Sui a 100. Call to schedule reinspection. Date: �v^ t'--- 11 ' INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D' -o31.5- 11- 5 -�3'i PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, Wa. 98188 206- 575 -4407 Project: 0 i j yts i St -by-a Type of Inspection: r J62rK r I �Lt I Fl K Fl i'1 e, J Address: $ -3 Sc, s Suite #: . Aul j / r Contact Person: Special Instructions: ` � Phone No.: ,Approved per applicable codes. Corrections required prior to approval. COMMENTS: • -5 IX Needs Shift Inspection: '' Date: Sprinklers: Y Fire Alarm: ` � Hood & Duct: ,/U Monitor: ( . 10 ^ Pre -Fire: Permits: Occupancy Type: /Vj Inspector: A-k, )-1 / Date: k—,,,, Li _ 1i Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection.Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 :; .0 ' W.E. MOSCICKI ASSOCIATES, INC. — Consulting Structural Engineers P.O. Box 496 - Verdugo City, CA. 91046 - (909) 646 -8426 PROJECT: JOB NO. SHEET A DES. BY DATE: SIGNATURE IS VALID ONLY ON PRINTS - A SIGNED COPY IS NOT TO BE REPRODUCED REVIEWED FOR CODE COMPLIANCE � APPS ottukwila BUILDING DIVISION DISNEY STORE SOUTHCENTER WA. 98188 STRUCTURAL CALCS FOR PLAN CHECK COMMENTS CLIENT LINANE/DREWS ARCHITECTS CITYOFE UKtMLA MAY 2 3 2011 PERMIT CENTER • 1 f � r *tte S/ f 1 ti CORRECTION ral 1, O 1/5 LTR #___1_._ &0. BEAM Al 1S -4' 23' -6" 0. 0E01 Al 6' -2' / / / / / /// BQ BEAN / i ///i %/. &O. DEW Al N CO W CO N N CO Q N CCI CO OLD71 " IEW85 B.O. SURLY A X0.0. JOISTS AE 14' -10 1/2+. ,a. 16B31 O N t MAN r -6' B.O. BENZ AI tf? z B.O. RETUD( AI 13' -2 (/7 N O Lo u-) JOISTS A -10 1/2' O co m CO "-SPR2l4UR MAW UNE Al 14' -2 1/2' `STRUCTURAL BEAM Al 14' -11 1/2' STRUCTURAL BEAM AT 14• -0r /SPRINNIL MNN UNE AT r -6- FRAME �SERUCIUIML BEM AT 10 -6' 1 R,r /,jt Q0i:J (21,k- 6, W.E. MOSCICKI ASSOCIATES, INC. — Consulting Structural Engineers P.O. Box 496 - Verdugo City, CA. 91046 - (909) 646 -8426 PROJECT: PI.SA/ , -COL 7 j, CCM' 7&. JOB NO. 31- 111 SHEET DES. BY ide9,4 DATE: s Z SIGNATURE IS VALID ONLY ON PRINTS - A SIGNED COPY IS NOT TO BE REPRODUCED VV 14 A2-z- e,4) utiJ 7 ( ///T a= /97c?* L ci G7'/J /0 ait/r Z V) P • its ti L 4LL 'ZOO 2o0 /00 44 O.L. LL /S. d % ' 2S ''/, (4 IG. Cis) Si -c-tr)9 ro o. C. (A)a= ( 15) 7- go ef‘ ; (25" /5o 24, e far 0 47. S /NCC <IN /I E/-7t9k/ .. • 311 ac'/OA/'6 G)' ) �T ��c,ST_< L‘ HS e 6'v o•C, 6, let Sr cu kt I°leisuA/ F o u l 7 0 F r uw'r, U s A-A/u-bi4 6P- 'VP x• 8Q 3 r riffs (ace irr w . -174 t Al17 Is eta %hit i7 • s / 6 4 AN %e' � } tA)I6.(3; 4,)124 is d, 11� . MOSCKZI ASSOC. INC 3786 La Crescenta Ave Glendale, CA. 91208 Ph 818 - 248-4491 Fax 818 - 248 -1867 Steel Beam Title : Dsgnr. Project Desc.: Project Notes : Job # Printed. 171.114Y 2011. 11:17.41.1 ENERCALC, INC. 1983-2011, Vet: 6.0.25, N:39357 Cicz #, KW= 0600009.5'47 Description : CKW14x22 Material Properties Analysis Method : Allowable Stress Design Beam Bracing : Beam is Fully Braced against lateral- torsion buckling Bending Ards : Major Axis Bending Load Combination 2006 IBC & ASCE 7 -05 D(0.09))Lr(0.15) Calculations per IBC 2009, CRC 2007, AISC 360-05 Fy : Steel Yield : 36.0 ksi E: Modulus : 29,000.0 ksi i • Span =24.0ft W14X22 Applied Loads Beam self weight calculated and added to loads Uniform Load : D = 0.090, Lr = 0.150 ksf, Tributary Width = 1.0 ft Uniform Load : D = 0.10 ksf, Extent = 0.0 -» 7.0 ft, Tributary Width = 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.337: 1 Maximum Shear Stress Ratio = W14X22 Section used for this span 20.115 k -ft Vu : Applied 59.641 k-ft Vn/Omega : Allowable +D+Lr+H Load Combination 11.640ft Location of maximum on span Span # 1 Span # where maximum occurs 0.196 in Ratio = 0.000 in Ratio = 0.367 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Load Corm Max Stress Rados Segment Length Span # M V Mmax + Overall MAXimrm Envelope Dsgn. L = 24.00 ft 1 0.337 0.082 4D Dsgn. L = 24.00 ft 1 0.157 0.043 +04Lr4H Dsgn. L = 24.00 ft 1 0.337 0.082 4040.750Lr40.750L411 Dsgn. L = 24.00 ft 1 0.292 0.073 +0+ 0.750Lr40.750L+0.750W'H Dsgn. L = 24.00 ft 1 0.292 0.073 40+0.7501r40.750L40.5250E+H Dsgn. L = 24.00 ft 1 0.292 0.073 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. •-' Dell Location In Span Load Combination 1472 0 <360 784 0 <360 esign=OK °�: 0.082 : 1 W14X22 3.743 k 45.374 k +D+Lr+H 0.000 ft Span # 1 Summary of Moment Values Summary of Shear Values Mmax - Ma - Max M x MnxlOmega Cb Rm Va Max Vnx Vnx/Omega 20.12 20.12 99.60 59.64 1.00 1.00 3.74 68.06 45.37 9.34 9.34 99.60 59.64 1.00 1.00 1.94 68.06 45.37 20.12 20.12 99.60 59.64 1.00 1.00 3.74 68.06 45.37 17.42 17.42 99.60 59.64 1.00 1.00 3.29 68.06 45.37 17.42 17.42 99.60 59.64 1.00 1.00 3.29 68.06 45.37 17.42 17.42 99.60 59.64 1.00 1.00 3.29 68.06 45.37 Max." DPI Location in Span DILr 1 0.3669 12.000 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Span Max. Downward Dell Location in Span D Only 1 0.1714 11.880 Lr Only 1 0.1956 12.120 O+Lr 1 0.3669 12.000 Vertical Reactions - Unfactored Support notation : Far left Is #1 Load Cotten Support 1 Support 2 0.0000 Max. Upward Dell Location in Span 0.0000 0.000 0.0000 0.000 0.0000 0.000 Values In KIPS 0.000 iivemll MAXimwn 3.743 3.247 W.E. MOSCICKI ASSOC. INC 3786 La Crescents Ave Glendale, CA. 91208 Ph 818-248-4491 Fax 818 -248 -1867 Title : Ce2nr: Project Desc.: Project Notes : Job # Printed' 'MAY 1.IAY 2011.11:17A1.1 Steel Beam ENERCAI.C. INC. 1983-IN I. Ver. 6.025, k39357 067.# 'KW= 06000095 ' D : CK W14x22 Vertical Reactions - Unfacto Load Combination ; rt !r tzr psPr 7 .. .<P r_>.�.,. 4 .Y?s<.7.. ; n.. 7;W az 7-..i red Support 1 Suppat 2 Support notation : Far let is #1 t-g ;',,F7476;--7-;:,' Ucensee '' Values in KIPS Lr Only D+tr Steel Section Properties : Depth Web Thick Flange Width Range Thldc Area Weight Kdesign K1 rls Ycg t800 1.800 3.743 3247 W14X22 13.700 in 0.230 in 5.000 In 0.335 In 6.490 in"2 22.092 pit 0.735 In 0.750 in 1.270 in 6.850 In hoc S roc Rxz Zz Iyy Syy Ryy ZY rT 199.00 j ',4 29.00 In"3 5.540 in 33.200 111"3 7.000 in"4 2.800 111"3 1.040 in = 4.3901n"3 1.250 in J Ow Wno SW Of Qw 0.208 ir1*4 314.00 inn 16.700 111"2 7.000 111"4 5.340 IN'3 16.100 IM3 W.E. MOSCICKI ASSOCIATES, INC. — Consulting Structural Engineers P.O. Box 496 - Verdugo City, CA. 91046 - (909) 646 -8426 PROJECT: .7) is ^ S (7 4 7)jC ‘50-7t9t JOB NO../ I —i I 1 SHEET DES. BY t(/ DATE _TA NOT TO BE REPRoDUCED SIGNATURE IS VALID ONLY ON PRINTS - A SIGNED COPY IS 7- JOE I ° 1' 18 " c tt: 20 a o 3- 6"'rIS ¢ (4,e)isv5)(14) 4 ti q,, _ 2,5 yd. .908 Cs Ne7 p% 17- I -1 yIb (.4)(z,5-ic-Foi)(44 e . 9-Sy 6:1 • p • (15164 - 44/744 _ ,Jv0 r-7-- VI 6Cf A L (a42zL)(✓J (Z)( ;.f(4) GJ 4 ,7 �'., = / /(dz-.F5 V= /oo MPS i = i S 2.3 1`%J' , = • ?-5 C.f. L3 (t_.0)6q) 4s.t) ' r- s .2z)(d 61SP 30-sj 75 8"1- >sus e o-l- ciel z(oc .x/ .s‘//02.7 t2z Op?. 6-rit-= 75? (//''S) /70 5 'f 2.o60 (2J 700a 'AI 07h GIL S I J • . . G•IC . s ic. = 7S8' re/ c4 �ow• 2- 4/I41xT/ TeX scntsil1 z, t/ 83 , A.• 01 g--- a i il-UPtie OK- al . Conterminous 48 States 2009 International Building Code Latitude = 47.427 Longitude = - 122.23899999999999 Spectral Response Accelerations Ss and 31 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.362 (Ss, Site Class B) 1.0 0.465 (S1, Site Class B) Conterminous 48 States 2009 International Building Code Latitude = 47.427 Longitude = - 122.23899999999999 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 =FvxS1 Site Class B - Fa = 1.0 ,Fv = 1.0 Period Sa (sec) (g) 0.2 1.362 (SMs, Site Class B) 1.0 0.465 (SM1, Site Class B) Conterminous 48 States 2009 International Building Code Latitude = 47.427 Longitude = - 122.23899999999999 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class B - Fa = 1.0 ,Fv = 1.0 Period Sa (sec) (g) 0.2 0.908 (SDs, Site Class B) 1.0 0.310 (SD1, Site Class B) 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Project S O mmary PRJ -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Info Project Address Westfield Southcenter Date 3/25/2011 536 Southcenter Mall For Building Department Use Tukwila, WA Applicant Name: Disney Applicant Address: Applicant Phone: REVIEWED FO l8 �E CODE COMPLIANCE ,API ww,gO (tv of Tukwila Pu;w NG DIVISION cv APR 0E 7 2011 'yt • b11- 015 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Info ProjectAddress Westfield Southcenter Date 3/25/2011 536 Southcenter Mall For Building Department Use Tukwila, WA Applicant Name: Disney Applicant Address: Applicant Phone: Project Description TOILET 17 New Building • Addition ❑ Alteration • Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed • Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. 1190 Maximum Allowed Lighting Wattage Location (floor plan /room #) Occupancy Description Allowed Watts per ft2.* Vross Intenor Area in ft2 Allowed x Area SALES Retail Sales 1.33 4625 6151 TOILET Toilet 0.80 87 70 SALES Display Area 1.40 850 1190 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 7411 Proposed Lighting Wattage Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 243 Sales AA01 - Recessed LED 9 27 Sales CCO1 - Cove Lighting 201 6 1206 Sales CC04 - Theater Wall Washer 6 40 240 Sales Chandelier 1 60 60 Sales Fx02 - Pattern Projector 2 150 300 Sales TNF / TFL - LED Track Head 236 14 3186 Sales THW - LED Track Head 10 28 280 Sales TLV - Theater Track Head 12 37 444 Sales F4 - Linear Floureacent 2 60 120 Sales F5 - Linear Flourescent 19 60 1140 Sales F6 - Fixture Light 2 8 16 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 7235 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary (back) LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage OO Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) 0.85 • Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louvers, c) 5 -60 watt T -1, T -2, T -4, T -5, T -8, or CFL lamps, and d) hard -wired electronic dimming ballasts. Screw -in CFL fixtures and tracking lighting do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic ballasts 3. LED lights. TABLE 15 -1 Unit Liahtina Power Allowance (LPA Use' LPA` (W/ft`) Use' LPA` (W/ft`) Automotive facility 0.85 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5 0.91 Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishments', restaurants /bars5 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retail70, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.20 Transportation 0.80 Hotel /motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.62 Workshops 1.20 Laundries 1.20 Libraries' 1.20 Plans Submitted for Common Areas Only' Manufacturing facility 1.20 Main floor building lobbies' (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15-1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w /ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque) and lighting for free - standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of furniture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories I, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). (b) Adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be turned off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Lighting Summary LTG -EXT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Info Proj Addres westfield Southcenter Date 3/25/2011 536 Southcenter mall For Building Department Use Tukwila, WA Name: Disney Appl. Name Appl. Phone Project Description ■ New • Addition • Alteration • Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Lighting Zone (as specified by Jurisdiction) I 0 Zone 1 Zone 2 O Zone 3 O Zone 4 Compliance Option 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/VV motion sensor • Controlled by ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed. wattage not increased, & space use not changed. • Less than 60% of fixtures are new, installed Tradable Maximum Allowed Lighting Wattage Base Site Allowance: Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft`), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Total Allowed Tradable Watts: Tradable Proposed Lighting Wattage (use mfgr listed maximum input wattage for luminaire.) Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Total proposed tradable watts may not exceed the sum of total allowed tradable watts plus Total Proposed Tradable Watts: the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non - tradable categories. Non - Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: Fixture Description Non - Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Non - Tradable Proposed Lighting Wattage Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Non - tradable proposed watts may not exceed allowed watts for any individual surface unless the total excess watts for all non - tradable surfaces are less than the remaining site allowance. Total excess Non - Tradable watts: Site Allowance Balance: 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Lighting Summary (back) LTG -EXT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential TABLE 15 -2B LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised November 2010 Specific area description Zone 1 500 W Zone 2 600 W Zone 3 750 W Zone 4 1300 W Base site allowance Tradable Surfaces x Uncovered Parking Parking lots and drives Areas 0.04 W /ft2 0.06 W /ft2 0.10 W /ft2 0.13 W /ft2 Building Grounds Walkways less than 10 ft wide 0.7 W /linear foot 0.7 W/ linear foot 0.8 W/ linear foot 1.0 W/ linear foot Walkways 10 ft wide or greater Plaza areas Special feature areas 0.14 W /ft2 0.14 W /ft2 0.16 W /ft2 0.2 W /ft2 Exterior Stairways 0.75 W /ft2 1.0 W /ft2 1.0 W /ft2 1.0 W /ft2 Pedestrian tunnel 0.15 W/ft2 0.15 W /ft2 0.2 W /ft2 0.3 W /ft2 Landscaping 0.04 W /ft2 0.05 W /ft2 0.05 W /ft2 0.05 W/ft2 Building Entrances and Exits Main entries 20 W /linear foot of door width 20 W /linear foot of door width 30 W /linear foot of door width 30 W /linear foot of door width Other doors 20 W /linear foot of door width 20 W /linear foot of door width 20 W/linear foot of door width 20 W/linear foot of door width Entry canopies 0.25 W /ft2 0.25 W /ft2 0.4 W /ft2 0.4 W /ft2 Sales Canopies Free standing and attached 0.6 W /ft2 0.6 W /ft2 0.8 W /ft2 1.0 W /ft2 Outdoor Sales Open areas3 0.25 W/ft2 0.25 W /ft2 0.5 W /ft2 0.7 W /ft2 Street frontage for vehicle sales lots in addition to "open area allowance No Allowance 10 W /linear foot 10 W/linear foot 30 W /linear foot Non- Tradable Surfaces4 Building Facades No Allowance 0.1 W /ft2 for each illuminated wall or surfaces 0.15 W /ft2 for each illuminated wall or surface6 0.2 W /ft2 for each illuminated wall or surface' Automated teller machines and night depositories 270 W per location8 270 W per locations 270 W per locations 270 W per locations Entrances and gatehouse inspection stations at guarded facilities 0.75 W/ft2 of covered & uncovered area Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W /ft2 of covered & uncovered area Material handling and associated storage No Allowance No Allowance I No Allowance 0.5 W/ft2 Drive -up Windows & Doors 400W per drive - through Parking near 24 -hour retail entrances 800 W per main entry FOOTNOTES FOR TABLE 15 -2B: 1. Base site allowance may be used in tradable or nontradable surfaces. 2. Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded. 3. Including vehicle sales lots. 4. Lighting power density calculations for the following applications can be used only for the specific application and cannot be track between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted i the "Tradable Surfaces" section of this table. 5. May alternately use 2.5 watts per linear foot for each wall or surface length. 6. May alternately use 3.75 watts per linear foot for each wall or surface length. 7. May alternately use 5 watts per linear foot for each wall or surface length. 8. An additional 90 watts is allowed per additional ATM location. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting Power Allowance Adjustments LTG -LPA 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Address IWestfield Southcenter 'Date 3/25/2011 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft2. Carry the Adjusted LPA to the corresponding "Allowed Watts per ft2" location on LTG -SUM. Adjusted Lighting Power Allowances (Interior Location (floor plan /room #) Occupancy Description Allowed Watts per ft2** Ceiling Height for this room Ceiling Height limit for this exception** Adjusted LPA Watts per ft2 From Table 15 -1 based on exceptions listed in footnotes 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting, 2009 Washington Motor, and Transformer Permit Plans Checklist LTG -CHK State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Address Westfield Southcenter !Date 3/25/2011 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2009 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) Yes 1513.1 Local control /access Schedule with type, indicate locations E2.0 Yes 1513.2 Area controls Maximum limit per switch 81 .1 N.A. 1513.3 Daylight zone control Schedule with type and features, indicate locations N.A. vertical glazing Indicate vertical glazing on plans N.A. overhead glazing Indicate overhead glazing on plans Yes 1513.4 Display /exhib /special Indicate separate controls E1.1 N.A. 1513.5 Exterior shut -off Schedule with type and features, indicate location N.A. (a) timer w /backup Indicate location N.A. (b) photocell. Indicate location Yes 1513.6 Inter. auto shut -off Indicate location Yes 1513.6.1 (a) occup. sensors Schedule with type and locations E2.0 Yea 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans E2.0 N.A. 1513.7 Hotel /motel controls Indicate location of room master controls Yes 1513.8 Commissioning Indicate requirements for lighting controls commissioning E1.1 EXIT SIGNS (Section 1514) Yes I 1514 'Max. watts 'Indicate watts for each exit sign 1E1.3 I LIGHTING POWER ALLOWANCE (Section 1530 -1532) Yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture El. 3 N.A. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) Yee I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency 12.0 I TRANSFORMERS (Section 1540) N.A. I 1540 'Transformers 'Indicate size and efficiency 1 I If "no" is circled for any question, provide explanation: 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanica;I Summary MECH -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address Westfield Southcenter Date 3/25/2011 536 Southcenter Mall For Building Dept. Use Tukwila, WA 98188 Applicant Name: Disney Applicant Address: Applicant Phone: Project Briefly describe system type Description mechanical and features. Plans Include documentation requiring compliance with commissioning requirements, Section 1416. • Includes Compliance Option 0 Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' Capacity2 Btu /h OSA CFM or Econo? SEER or EER IPLV3 Econmizer Option or Exceptions Heat Recovery Y/N RTU-1 RTU TRANS WCD150 148000 1146 11 Heating Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' Capacity2 Btu /h OSA cfm or Econo? Input Btuh Output Btuh Efficiency° Heat Recovery Y/N RTU-1 RTII TRANE WCD150 136000 Fan Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' CFM SP' HP /BHP Flow Control5 Location of Service EF -1 EF NUTONE QTXEN150 50 0.30 0.10 TOILETROOM EF -2 EF BROAN LOSONE - L200 200 0.10 OFFICE 'lf available. 2 As tested according to Table 14 -1A through 14 -1G. 31f required. ° COP HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). 6 Exception number from Section 1433. 1 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary (back) MECH -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. CSTART ) ap < =15 Heat/Cool Eq. with Cap < =10 ft2, or fie? Yes Yes Heating Only Heating /Cooling or Cooling Only Reference Section 1421 Yes No Yes Yes • • Yes • Simple System Allowed (section 1420) alifies Economizer Exception tion 1 Yes Use Complex ► Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. All Systems: • No humidification? • No Reheat? System Description If Heating /Cooling • Constant vol? • Split system? • <= 84,000 Btuh? • Economizer See Section 1421 for full description of or Cooling Only: • Air cooled? • Packaged sys? • <= 135,000 Btuh? Simple System qualifications. • Cooling Cap < =15 Btuh /ft2? • Heating Cap. > 0 & < =10 Btuh /ft2? If Heating Only: Heating Cap. < =10 Btuh /ft2? • <1000 cfm? • <30% outside air? • Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. CSTART ) ap < =15 Heat/Cool Eq. with Cap < =10 ft2, or fie? Yes Yes Heating Only Heating /Cooling or Cooling Only Reference Section 1421 Yes No Yes Yes • • Yes • Simple System Allowed (section 1420) alifies Economizer Exception tion 1 Yes Use Complex ► Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanica!I Summary MECH -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address 1 - Always fill out this line on MECH -SUM 1 Date 3/25/2011 2 - Fill out this line on MECH -SUM1 For Building Dept. Use 3 - Fill out this line on MECH -SUM1 Applicant Name: 4 - Fill out this line on MECH -SUM1 Applicant Address: 5 - Fill out this line on MECH -SUM1 Applicant Phone: 6 - Fill out this line on MECH -SUM1 Project Briefly describe system type Description mechanical and features. Plans Include documentation requiring compliance with commissioning requirements, Section 1416. • Includes Compliance Option 0 Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' Capacity2 Btu /h OSA CFM or Econo? SEER or EER IPLV3 Econmizer Option or Exceptions Heat Recovery YIN Heating Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' Capacity2 Btu /h OSA cfm or Econo? Input Btuh Output Btuh Efficiency° Heat Recovery Y/N Fan Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' CFM SP' HP /BHP Flow Controls Location of Service 'If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. 4 COP HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). 6 Exception number from Section 1433. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary (back) MECH -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. ap < =15 Heat/Cool Eq. with Cap < =10 Yes Heating /Cooling or Cooling Only Heating Only Reference Section 1421 , alifies Economizer Exception tion 1 Simple System Allowed (section 1420) Use Complex ► Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. All Systems: ❑ No humidification? ❑ No Reheat? System Description If Heating /Cooling • Constant vol? • Split system? • <= 84,000 Btuh? • Economizer See Section 1421 for full description of or Cooling Only: • Air cooled? • Packaged sys? • <= 135,000 Btuh? Simple System qualifications. • Cooling Cap < =15 Btuh /ft2? • Heating Cap. > 0 & < =10 Btuh /ft2? If Heating Only: ❑ <1000 cfm? ❑ <30% outside air? Heating Cap. < =10 Btuh /ft2? • Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. ap < =15 Heat/Cool Eq. with Cap < =10 Yes Heating /Cooling or Cooling Only Heating Only Reference Section 1421 , alifies Economizer Exception tion 1 Simple System Allowed (section 1420) Use Complex ► Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical - Complex Systems Checklist MECH -COMP 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address Westfield Southcenter Date 3/25/2011 The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH -CHK checklist for additional requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable altemative. For Building Department Use Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY 1431.1 Field assem. sys. Provide calculations for total onsite energy input/output to equip. 1431.2 System Sizing Indicate equipment & system sizing complies with 1431.2 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans 1432.2.1 Air system reset Indicate automatic temperature reset & operation sequence 1432.2.2 Hydr. Sys. reset Indicate automatic temperature reset & operation sequence 1432.3.1 Hydr. Var. Flow Indicate variable flow method for all applicable systems 1432.3.X Hydronic Isolation Indicate method of isolation for all applicable systems 1432.4 DDC Capabilities Indicate control capabilities including demand response setpoind adj. 1432.4 DDC data mgmt Indicate metering and trending capabilities. 1432.5 Pressure Reset Indicate static pressure reset for VAV systems 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption. Demonstrate higher efficiency equipment if required. 1433 Water Economizer Indicate water economizer and provide calculations showing compliance with 1413 if 1433 Exception 3 is utilized 1434 Separate air sys. Indicate special requirement zones and indicate systems 1435 Simul. htg. & clg. Indicate method of prohibiting simultaneous heating and cooling, or state excpetion and show supporting calculations 1436 Heat recovery Indicate heat recovery of all applicable systems on plans; complete and attach heat recovery calculations 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency 1438 Variable speed drives Indicate VS control or equivalent on schedules for all applicable equip. 1438.1 Heat Rejection Indicate heat rejection equipment types and fan types 1438.2 Hot Gas Bypass Indicate cooling equipment staging and capacity modulation abilities 1438.3 Large Volume sys Indicate multiple system rooms & indicate ventilation control 1439.1 Kitchen Hoods Indicate source and conditioning of make -up air 1439.2 Laboratory Exhaust Indicate HR, VAV, semi - conditioned makeup, or CERM calc no" is circled for any question, provide explanation: Decision Flowchart (Start Here) Section 1411.1 Equipment Efficiency Shall Meet Tables 14 -1A through 14 -1G s /Oil Fuma input? 225,000 tuh or Any U • eate Use flowchart to determine how the requirements of the Complex Systems Option apply to the project. ny Fuel Furna input 225,000 Btuh? ace > 50 with Design > 25 people per 000S Air System Serving Multiple Zones? Yes 1411.1 IID & Power Venting or Damper. If input? 225,000 Btuh then 1412.6 Modulating Controls Required Yes Section 1411.1 0.75% Maximum Jacket Loss Yes Section 1412.8 Ventilation Controls for High - Occupancy Areas Yes Section 1431.1 Calculations of Total On -Site Energy Input & Ouput Required Yes Section 1432.2.1 Supply Air Reset Controls Required (continued on back) Yes Yes Yes* 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical - Complex Systems (back) MECH -COMP 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Section 1432.3.2 through 1432.3.5 Device Isolation Required Section 1433 Economizer Required Yes-* Section 1432.3.1 Variable Flow Design Required dronic Syst Heated or Cooled 300,000 Btu Section 1432.4 DDC Required With Trending and Demand Response No Section 1436.1 50% Effective Heat Recovery Required 4 Hour Ops, ter Cooled Condens tuh, & Servi OkB Section 1436.3 Condenser Heat Recovery Required emot Refrigeration Condensers > 500kBt Yes. ystem or Zone w/ Simultaneous tg. & Clg.? Yes■ Section 1435 Zone Controls Must Reduce Supply Air Quantity Before Reheating /Recooling No • ystem o ystems serving a room have 10,000 CF ppl Section 1436.2 Condensate Recovery Required Section 1436.4 Refrigeration Condenser Heat Recovery Required Section 1438.3 Controls Must Yes—I.- Reduce Airflow When System In Not Heating or Cooling 0 No Section 1438 Variable Flow Devices Required otor Incl. in Eqpmt. Covr'd by Tbl 14 -1 A -14- 1G? Multi -speed Motor in Multi - eed system 0 Yes* Section 1432.2.2 Water Temperature Reset Required No—■ Section 1437 Motors Must Meet Efficiencies in Table 14-4 Yes Yes otal Bld . Laboratory Exhaust > 5,000 cfm? 0 • DONE Section 1439.1 No Heating or Cooling for at Least 50% of Make -up Air Yes Section 1439.2 One Required: a. Heat Recovery per 1439.2 b. 50% VAV Exhaust & Make -up c. 75% Direct Makeup w/ Tempering Only d. Combined Energy Reduction Qer> =Qmin Yes 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Economizer Forms for Nonresidential and Multifamily Residential MECH -ECO Revised December 2010 2009 Washington State Energy Code Compliance Economizer Summary Check box(es) for exceptions being claimed. List the system /equipment that qualifies for each exception. See Section 1433 for full description of Economizer requirements. Is Full Air Econo: • Ex 1: • Ex 5: • Ex 9a: • Ex 2: ❑ Ex 6: • Ex 9b: ❑ Ex 3: • Ex 7: • Ex 9c: ❑ Ex 4: • FxR. • Ex 10: Decision Flowchart Use this flowchart to determine if project complies with Economizer requirements. If not, the Systems Analysis Option must be used. ( START ) Yes Reference Section 1433 , Yes Yes Full Air Economizer - Complies ified Un m Table 14 -1A, c, /EER 15% Code Yes Yes No xception it Cap < 33,000 Bt nit not Exterior o djacen Yes = Idg. Cap. w/o economizer <72,000 Btuh or 5 %? 0 Exception 2: Chilled Water Sys. ' er 25% over Yes ptio er Cooled Re . aterside Economize ing chiiled b Sys No No Yes No Exception 4: Cooling 75% Site HR or Solar Exception 5: Special OA iltration Need ception :: Dehumidification with supporting rgy anal Exception 7: Heat Pump Loop eting All Crite ' No No No No xception 9: Dedicated Server or Eq Rm c. 9a: EER & IPLV °• Over C No Yes Ye ception 10: RF System Meeting All Criteria No Qualifies for Full Air Economizer Exception - Complies 2009 Washington State Energ Code Compliance Forms for Nonresidential and Multifamily Residential Electric Motors MECH -MOT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address Westfield Southcenter Date 3/25/2011 Complete the following for all design A & B squirrel -cage, T -frame induction permanently wired polyphase motors of 1 hp or more having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). For Building Department Use Motor No. or Location HP Type (open /closed) Description of Application or Use Synch. Speed Min.Nom. Full load Efficiency . t iliiriailld.ti natiFii1410-1 0ENdienc es. FAs'io 913DAO .y ° } s cfM � ID •iAo' r [' Flooed+ fcs, Speed OnOUS 3,600 I 1,800 1,200 I 3,600 1,800 I 1200 Motor HP 1.0 77.0 85.5 82.5 77.0 85.5 82.5 1.5 84.0 86.5 86.5 84.0 86.5 81.5 2.0 85.5 86.5 87.5 85.5 86.5 88.5 3D 85.5 89.5 88.5 86.5 89.5 89.5 5.0 86.5 89.5 89.5 88.5 89.5 ; .5 7.5 88.5 91.0 90.2 89.5 91.7 91.0 10.0 89.5 91.7 91.7 90.2 91.7 91.0 15.0 90.2 93.0 91.7 91.0 92.4 91.7 20.0 91.0 93.0 92.4 91.0 93.0 91.7 25.0 91.7 93.6 93.0 91.7 93.6 93.0 30.0 91.7 94.1 93.6 91.7 93.6 93.0 40.0 92.4 94.1 94.1 92.4 94.1 94.1 500 93.0 94.5 94.1 93.0 94$ 94.1 60.0 93.6 95.0 94.5 93.6 95.0 94.5 75.0 93.6 95.0 94.5 93.6 95.4 95.4 100.0 93.6 95.4 95.0 94.1 95.4 95.0 125.0 94.1 95.4 95.0 95.0 95.4 95.0 150.0 94.1 95.8 95.4 95.0 95.8 95.8 200.0 95.0 95.8 95.4 95.4 962 95.8 250.0 95.0 95.8 95.4 95.8 96.2 95.8 300.0 95.4 95.8 95.4 95.8 962 95.8 350.0 95.4 95.8 95.4 95.8 962 95.8 400.0 95.8 95.8 95.8 95.8 96.2 95.8 450.0 95.8 96.2 96.2 95.8 96.2 95.8 500.0 95.8 962 962 95.8 96.2 96.8 Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14- 1A or 14-1B) . 3. Motors that are an integral part (i.e. not easily removed and replaced) of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion - proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a less- efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Code Compliance Forms Checklist MECH -CHK Revised December 2010 2009 Washington State Energy for Nonresidential and Multifamily Residential Project Address Westfield Southcenter 'Date 3/25/2011 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington-State Nonresidential Energy Code. Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment Performance Yee 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M2.0 N.A. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss N.A. 1411.1 Air- cooled chiller Provide total air and water chiller capacity N.A. 1411.2.1 Water - cooled chiller Full -load and NPLV values adjusted for any non - standard conditions Yes 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule M2.0 N.A. 1411.5 Unenclosed Heat Indicate radiant heat system and occupancy controls 1412 HVAC Controls Yes 1412.1 Temperature zones Indicate locations on plans M2.0 N.A. 1412.2 Deadband control Indicate 5 degree deadband minimum N.A. 1412.3 Humidity control Indicate humidistat Yes 1412.4 Setback and Shutoff Indicate thermostat with 7 day program capability & required setback M2. o N.A. 1412.4.1 Dampers Indicate damper location, leakage rate, control type, & max. leakage Yes 1412.4.2 Optimum Start Indicate optimum start controls M2.0 Yes 1412.5 Heat pump control Indicate heat pump thermostant & outdoor lockout on schedule M2.0 N.A. 1412.6 Combustion heating Indicate modulating or staged control Yes 1412.7 Balancing Indicate balancing features on plans M2.0 Yes 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas M2.0 N.A. 1412.9 Loading Dock & Garage Ventilation Indicate enclosed loading dock & parking garage ventilation system activation and control method. Yes 1422 Thermostat interlock Indicate thermostat interlock on plans M2.0 Yea 1432.2.1 Temperature Reset Indicate temperature reset method M2.0 1413 Air 1 Water Economizers 1412.1 Single zone systems Indicate multiple cooling stage control capability. 1413.1 Air Econo Operation Indicate 100% capability on schedule 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb 1413.2 Wtr Econo Document Indicate max. OSA condition for design clg load & equipment performance data. 1413.3 Integrated operation Indicate capability for partial cooling 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting Systems Yes 1414.1 Duct sealing Indicate duct design pressures, sealing, and testing requirements M2.0 1414.1.2 Low press. duct test Indicate applicable low pressure duct systems shall be leak tested 1414.1.3 High press. duct test Indicate high pressure duct systems shall be leak tested, and identify the location of this ductwork on plans Yee 1414.2 Duct insulation Indicate R -value of insulation on duct M2.0 1415 Piping Systems N.A. 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements Yee 1416.3.2 System Balancing Indicate air and water system balancing requirements 1416.3.3 Functional Testing Provide sequence of operations and test procedures. 1416.3.4 Documentation Indicate O &M manuals, record drawings, staff training 1416.3.5 Comm. Report Indicate requirements for final commissioning report 1416.4 Compliance Chklist Submit to building official upon substantial completion. Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist Continued MECH -CHK Revised December 2010 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Project Address weatfield Southcenter (Date 3/25/2011 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. N.A. 1441 Elec. water heater Indicate R -10 insulation under tank N.A. 1442 Shut -off controls Indicate automatic shut -off of circulators or heat trace N.A. 1443 Pipe Insulation Indicate R -value of insulation on piping N.A. 1444 Pump Energy Indicate method of pump energy management (Sec 1438) N.A. 1445 Heat Recovery Indicate preheat capacity as % of peak service water demand. 1460 Heated Pools N.A. 1452 Heat Pump COP Indicate minimum COP of 4.0 N.A. 1452 Heater Efficiency Indicate pool heater efficiency N.A. 1453 Pool heater controls Indicate switch and 65 degree control N.A. 1454 Pool covers Indicate vapor retardant cover N.A. 1454 Pools 90+ degrees Indicate R -12 pool cover N.A. 1455 Heat Recovery Indicate method and capacity of exhaust air temperature reduction COLD STORAGE (Sections 1460 -1465) 1460 Cold Storage N.A. 1463 Evaporators Indicate motor type and speed control N.A. 1464 Condensors Indicate condenser cooling type, design wb temp and control N.A. 1465 Compressors Indicate design minimum condensing temp and control. If "no" is indicated for any item in Sections 1401 -1424 or 1440 -1465 , provide explanation: rf • LDA LINANE 1 DREWS ARCHITECTS City of Tukwila - Plan Check Comments The Disney Store - Westfield Southcenter 536 Southcenter Mall, Space #592, Tukwila, WA 98188 Application #D11 -085 & #M11 -043 May 18, 2011 Dear Plan Reviewers, • RECEIV C I O F T U K V LA l'IA( '202011 PERMIT CENTER The following are responses to the comments from the respective departments from The City of Tukwila. These corrections have been incorporated into our set as Revision 1 and dated 05.18.11 City of Tukwila Building Division, by Dave Larson Building - Permit #D11 -085 1. The occupant load of the retail space requires two exits. The rear exit goes through the stockroom. The following section applies, Section 1014.2 2009 IBC... please revise exiting plan to comply with the code section above or provide another exit in a different location. • We have revised all of our plans to include an extra exit in the stockroom which will prevent all occupants inside the sales area to have to go through the stockroom to exit the store. Our exiting diagrams on sheet A0.2 have been revised to reflect this. 2. Emergency lighting per section 1006 IBC is required along the main egress paths that connect the front and back exits. I could not find plans that show emergency light fixtures aligned with the egress path. Your egress plan is on page A0.2 and it would be helpful if you showed emergency light fixtures on this plan. You will need enough to meet the intensity requirement (average 1 foot candle at floor level) along the main egress aisles. • We have taken your advice and revised our A0.2 to not only include our emergency track lighting and bug -eyes but also defined the luminance requirements on our legend. Mechanical - Permit #M11 -043 1. Please provide structural plans, calculations and framing details for the new rooftop unit loads applied to the existing roof system. Include rooftop unit anchorage details. • We are utilizing the existing curb for our new RTU. The rooftop unit will be installed on this curb as per manufacturer's recommendation and a minimum will be anchored per details 8,9,10 and 11 on sheet M3.0 • A partial roof structural plan has been added to sheet M3.0 for your reference and calculations are being submitted with our resubmittal. 2. The State energy code forms where not filled in adequately. Only submit the applicable forms. We do not need lighting budgets with mechanical permit applications. Complete all required sections of the pages applicable to this system. • The 2009 Washington State energy forms have been completed and attached. Only mechanical forms will be included in this resubmission 3500 West Burbank Boulevard, Burbank, California 91505 818 -972 -5080 Fax: 818 -848 -3895 a • • 3. Please show the location of the proposed HVAC shutdown duct smoke detector on the plans. • The HVAC duct smoke detector has been added to the plan on sheet M2.0 Any questions regarding the mechanical revisions can be addressed directly to our consultant Engineer, Kevin Glover at (817) 410 -2858 Additional Revisions In addition to the revisions noted above, we've also made the following changes, deletions, additions, and /or alternations in, on and to the drawings and specifications and all have been noted as revision 1. ARCHITECTURAL Item Sheet Det. Sheet T1.0 T1.0 Sheet A0.2 A0.2 1 Sheet A0.4 A0.4 Sheet A1.0 A1.0 Sheet A1.1 A1.1 Sheet A2.0 A2.0 Sheet A2.1 A2.1 Sheet A2.2 A2.2 Sheet A3.0 A3.0 Sheet A4.0 A4.0 Sheet A5.0 A5.0 Sheet AS.la A5.1a Sheet A5.2 A5.2 Sheet A6.0 A6.0 Sheet A6.1 A6.1 Sheet A7.0 5 1 1 2 Mult. Req'd by Description Bldg. Dept. Bldg. Dept. Number of proposed exits revised to (3), see sheet A0.2 - Entire stockroom layout revised per building department comments. A third exit was added to floor plan. Emergency track lighting and luminance requirements outlined on legend section of sheet. Disney Cashwrap design revised per Disney's direction Bldg. Dept. Landlord Bldg. Dept. Bldg. Dept. Bldg. Dept. 1 Bldg. Dept. Bldg. Dept. 1 Disney 4 Disney 12,15 Disney Bldg. Dept. Mult. Bldg. Dept. Demo plan updated per new opening on demising wall that will be required for new 3' exit. Demo RCP revised to clarify section of fire sprinkler line that is to remain as is. Entire stockroom layout revised per building department comments. A third exit was added to floor plan. Wall type "H" revised per revised floor plan. Wall type "N" added to set for wall between manager and toilet room. Exit door added to door schedule. Finish plan revised per revised stockroom layout. Reflected ceiling plan revised per revised stockroom layout Finish on storefront revised from a metal panel system to a wood cladding. Section revised per revised change from a metal panel system to a wood cladding finish on storefront. Storefront details revised per change from a metal panel system to a wood cladding finish on storefront. Elevation 10 revised per revised location of sales to stockroom door. Interior elevations revised per revised stockroom layout. Page 2 • A7.0 Sheet A7.3 A7.3 Sheet F1.0 F1.0 Sheet F1.1 F1.1 Sheet F2.0 F2.0 MECHANICAL Sheet M2.0 Item Sheet M2.0 Sheet M3.0 M3.0 ELECTRICAL Item Sheet Sheet E2.0 E2.0 Sheet E3.0 E3.0 Sheet FA1.0 FA1.0 PLUMBING Item Sheet Sheet PI0 P2.0 • Bldg. Dept. Enlarged toilet plan and interior elevations revised per revised stockroom layout. Bldg. Dept. Enlarged plans and interior elevations revised per revised stockroom layout. Bldg. Dept. Fixture plan revised per revised stockroom layout. Bldg. Dept. Fixture layout plan revised per revised stockroom layout. Bldg. Dept. Elevation 4 revised per revised location of rear door. Det. Req'd by Description Bldg. Dept. Mechanical plan revised per revised stockroom layout. Also, the location of the duct mounted smoke detector at the RTU was called out. Bldg. Dept. Per building department comments, an enlarged roof plan, curb detail and connection detail was called out for RTU units. Det. Req'd by Description Bldg. Dept. Lighting plan revised per revised stockroom layout. Bldg. Dept. Power plan revised per revised stockroom layout. Bldg. Dept. Fire Alarm plan revised per revised stockroom layout. Det. Req'd by Description Bldg. Dept. Plumbing plan revised per revised stockroom layout. Please feel free to give me a call at (818) 972 -5080, ext 123 should you have any questions or concerns. Prepared by Juan Velasquez, LEED AP Project Mana er LDA 1,1∎:A, \'1;11)1k1;4rti ARCI1ITI:CrS 3500 West Burbank Boulevard Burbank, CA 91505 P: (818) 972 -5080 ext. 123 F: (818) 848 -3895 juanv@linanedrews.com Page 3 • Oinj Gyrypu^ Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: April 27, 2011 Project Name: Disney Store Permit #: D11 -085 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The occupant load of the retail space requires two exits. The rear exit goes through the stockroom. The following code section applies: Section 1014.2 2009 IBC 2. Means of egress are not prohibited through stockrooms in Group M occupancies when all of the following are met: 2.1. The stock is of the same hazard classification as that found in the main retail area; 2.2. Not more than 50 percent of the exit access is through the stockroom; 2.3. The stockroom is not subject to locking from the egress side; and 2.4. There is a demarcated, minimum 44- inch -wide (1118 mm) aisle defined by full- or partial - height fixed walls or similar construction that will maintain the required width and lead directly from the retail area to the exit without obstructions. Please revise exiting plan to comply with the code section above or provide another exit in a different location. 2. Emergency lighting per section 1006 IBC is required along the main egress paths that connect the front and back exits. I could not find plans that show emergency light fixtures aligned with the egress path. Your egress plan is on page A0.2 and it would be helpful if you showed emergency light fixtures on this plan. You will need enough to meet the intensity requirement (average 1 foot candle at floor level) along the main egress aisles. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. April 29, 2011 .r� City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Starr De La Cruz 2413 Pacific Coast Hy #202 Lomita, CA 98717 RE: Correction Letter #1 Development Permit Application Number D11 -085 Disney Store — 536 Southcenter Mall Dear Ms. De La Cruz, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire has no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Jenn fer Marshall Permit Technician Ft .. D11 -085 W:\Permit Center \Correction Letters \2011\D11 -085 Correction Letter 141.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: April 27, 2011 Project Name: Disney Store Permit #: D11 -085 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The occupant Toad of the retail space requires two exits. The rear exit goes through the stockroom. The following code section applies: Section 1014.2 2009 IBC 2. Means of egress are not prohibited through stockrooms in Group M occupancies when all of the following are met: 2.1. The stock is of the same hazard classification as that found in the main retail area; 2.2. Not more than 50 percent of the exit access is through the stockroom; 2.3. The stockroom is not subject to locking from the egress side; and 2.4. There is a demarcated, minimum 44- inch -wide (1118 mm) aisle defined by full- or partial - height fixed walls or similar construction that will maintain the required width and lead directly from the retail area to the exit without obstructions. Please revise exiting plan to comply with the code section above or provide another exit in a different location. 2. Emergency lighting per section 1006 IBC is required along the main egress paths that connect the front and back exits. I could not find plans that show emergency light fixtures aligned with the egress path. Your egress plan is on page A0.2 and it would be helpful if you showed emergency light fixtures on this plan. You will need enough to meet the intensity requirement (average 1 foot candle at floor level) along the main egress aisles. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. �ERMITCOORDCOPY al PLAN REVIEVII /ROUTING SLIP ACTIVITY NUMBER: D11 -085 DATE: 05/23/11 PROJECT NAME: DISNEY STORE SITE ADDRESS: 536 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: V li ding Division I Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TJ Incomplete DUE DATE: 05/24/11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route lYsj REVIEWER'S INITIALS: Structural Review Required No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 06/21/11 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 11. PERMtT000RDCOPO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -085 PROJECT NAME: DISNEY STORE SITE ADDRESS: DATE: 04/07/11 536 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPAI THEN S: ' i p di ��'fo G ri Pu'C51ic Wbr o Yit AwC Fire Prevention Structural �- 4 ( 31-- Pik lasi Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 04/12/11 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: LETTER OF COMPLETENESS MAILED: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required ❑ REVIEWER'S INITIALS: No further Review Required n DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: u Approved with Conditions n DUE DATE: 05/10/11 Not Approved (attach comments) wC DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg, Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 7 • City of Tukwila Deportment of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5/11 1 Plan Check/Permit Number: D11-085 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Disney Store 536 Southcenter Mall errfinerluvirvu MAY 232011 wERANT CENTER Contact Person: �2iPti2(- PPE. L CV-1A Phone Number: it 0) (ODY! - 2-0-4"6"/ e k-{. 110 Summary of Revision: 'RV/ la /"%c ,K of -Pilo tour (srU -Po o M) LA-Y o T 'p— U V lT it *. ' c l-t- ?".41-1.. GffA -t•► IC t- j7(i)11 (KW) 1-0 iNLM0 2 E ' o .Pt, AM P-n .i pt TA! o- u 52 U- f,7-• Sheet Number(s): '11.0 �2t AN!, Al 01 At It AZ AS / � ! � . �baJ'0� ��� A'-�3, � "Cloud" or highlight all areas of revision iticludtng date of revision %C 11PA I�eYJ t� � frcrsa -4 og ti If l 1 jf� Received at the City of Tukwila Permit Center by: KEntered in Permits Plus on \ applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: kgKing of County tural Resources and Parks Wastewater Treatment Division Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type Sala 3 1(QJT -c r s g 2 -T�K \asc: City Stale ZIP Owner's Name �,, n n Subdivision Name Lot # Subdiv. # Block 4 Building Name (y applicable) Owner's Pbune Number (with Area Code) (,,2O(0) C3oa- (9010 Phopeny Contact Plume Number (Kith Moo Code) Owner's Mailing Address For King County Use Only Account # No. of RCEs Monthly Rate Property Tax 1D # Party to be Billed (it different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on thla property. Credit for a demolition may be given under some circumstances. Demolition of pre - existing building? ❑ Yes (Vo Was building on Sanitary Sewer? ❑Yes Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes $No 0 A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Ilnbs U. el Fixtures Tom! Pubae Private Public Private Feder' Units Bathtub and Shower 4 4 Shower. per head 2 2 Distnvashcr 2 2 Drinking fountain (each head) 1 .5 j i Hose bibb (Interior) 2.5 2,5 Ctolheswasheror laundry tub 4 2 Sink, bar or lavatory 2 1 ( Z, Sink, Clinic bushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 1 3 Sink wash towlarn, drde spray 4 3 Urinal, gush vatve,1 GPF 5 2 Urinal, flush valve, >1 GPF 8 2 Urinal, waterless 0 0 Water closet, tanker valve, 1.6 GPF 6 3 1 6 Water closet. lank orvalve, >1.6GPF 8 4 Total F xture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 0.6 RCE B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & 5) A B RCE atylVENA APR 0 7 2011 RCE PERMIT CEP Pursuant to King County Code 28.84. ag sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount 01 the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge Is to recover costs of providing sewage treatment capacity tor new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division et 206 -684 -1740. I certify that the information given is correct.1 understand that the capacity charge levied will be based on this information and any deviation will require resubmission of cc?rracted data for d( termination of a revised capacity charge. ylsl►� Signature of Owner /Representativ Print Name of Owner/Representative 105a (Rev. lrmr) Q e La C�`v Date White - Kino County Yaw - Loral $cue, Aosncv Pink - Sewer cu5lnmer Contractors or Tradespeople Pier Friendly Page II 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 I C E BUILDERS INC UBI No. 602013848 Phone 7144911317 Status Active Address 421 E Cerritos Ave License No. ICEBUI *007D7 Suite /Apt. License Type Construction Contractor City Anaheim Effective Date 5/3/2000 State CA Expiration Date 5/28/2013 Zip 92805 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company d Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status INDUSCE014KG INDUSTRIAL CONTRNG ENGNRS INC Construction Contractor General Unused 5/7/1999 5/1/2000 Archived BROWNCC995BW BROWNCO CONSTRUCTION CO INC Construction Contractor General Unused 2/1/2001 3/25/2010 Expired Business Owner Information Name Role Effective Date Expiration Date MOORE, ROBERT A President 05/03/2000 Amount SILVER, BRIAN YOUNG Treasurer 04 /18/2005 TB2651289605029 GRAY, CC HOWARD Vice President 10/18/2004 04/18 /2005 PARKER, J SCOTT Vice President 10/18/2004 04/18 /2005 PYLE, GERALD G Vice President 05/03/2000 04/18 /2005 KINGSBURY, ROBERT E Vice President 01/01/1980 10/18/2004 SILVER, BRIAN YOUNG Secretary 01/01/1980 05/03/2000 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 2 TRAVELERS CAS & SURETY 51S103800949 05/23/2002 Until Cancelled $12,000.00 05/28/2002 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 12 LIBERTY MUTUAL INS CO TB2651289605029 10/01/2009 10/01/2011 $1,000,000.00 10/12/2010 11 TRAVELERS INDEMNITY CO OF AME VTC2JC05786B9611ND08 10/01/2007 10/01/2009 $1,000,000.00 09/29/2008 10 TRAVELERS INDEM VTC23C05786B961TIL05 10/01/2006 10/01/2008 $1,000,000.00 10/04/2007 9 TRAVELERS PROPERTY CAS INS CO VTC2JC05786B961TIL05 10/01/2005 10/01/2006 $1,000,000.00 10/03/2005 8 ST PAUL TRAY INS CO VTC2JC05786B961 10/01/2004 10/01/2005 $1,000,000.00 10/13/2004 https: / /fortress.wa. gov /lni/bbip /Print.aspx 06/09/2011 r Coatings, LLC DESCRIPTION: Flame Control No. 141 is a clear, transparent finish, designed for interior use on gym floors and other wood floor surfaces, where maximum resistance to abrasion, scrubbing and washing is required. No. 141 is also suitable for use on other interior surfaces, such as wood paneling, doors, trim, dadoes, wainscoting, stairs, and concrete floors. It is available in a high gloss, semi -gloss and low gloss finishes. RECOMMENDED USES: For application to all wood surfaces, where a reduction of surface burning characteristics is required to comply with building code requirements. USED BY: Schools, Colleges, Nursing Homes, Child Care Centers, Hospitals, Penal Institutions, Apartments, Hotels, Factories, Warehouses, Retail Stores, Restaurants, Utilities, Railroad and other Transportation Companies, Oil and Chemical Installations, Military Installations, and other facilities where fire retardant coatings are required. PERFORMANCE INFORMATION: • Class `B" fire rated on wood when applied in two coats at 400 sq.ft. /gallon per coat. - See Fire Hazard Classification Section. • Complies with federal, state, local building and fire code requirements. • Does not leach (lose fire retardancy) on exposure to high humidity. • Meets all current environmental regulations. D O %5 FLAME CONTROL NO. 141 A Polyurethane Varnish Fire Retardant Polyurethane Varnish Fire Hazard Classification, Class `B" CHARACTERISTICS: Finish Clear Low- gloss, Semi - gloss, High -gloss Tinting .. Can be tinted up to 4 fl. oz. with most universal colorants, which will provide a semi - opaque color. Check colorant for compatibility, using about 2 fl. oz. of No. 141 and 4- 6 drops of colorant. Mix well, and check for gelling, precipitation, or other adverse reaction. Allow sample to sit overnight, before proceeding. Spreading Rate 400 sq. ft. /gal. (9.8 m2 /L) applied in two coats 4 mils wet, 1.9 mils dry Coverage 200 sq.ft. /gal (1.8 m2 /L) V.O.C. Less Than 3.39 lbs. /gal. (407 g/.,) Volume Solids 47% ± 2 Weight Solids 56% ± 2 Drying Time @77 °F & 50% RH: .. To touch 4 hours To top coat 24 hours Type of Cure... Solvent Evaporation Flash Point 105 °F (40.6 °C) Reducer /Cleaner Mineral Spirits Shelf Life 2 years (unopened) Packaging 1 & 5 gal. containers weight/gal. 7.8 lbs. * Also available in 12 oz Aerosol Cans Shipping weight .... 4 gals - 36 lbs. 5 gals - 43 lbs. Application Brush, roller, conventional and airless spray RECEIVED CITY OF TUKWItA MAY 312011 PERMIT CENTER PRECAUTIONS: WARNING! FLAMMABLE LIQUID & VAPOR: CONTAINS MINERAL SPIRITS. VAPOR HARMFUL. MAY AFFECT THE BRAIN OR NERVOUS SYSTEM CAUSING DIZZINESS, HEADACHE OR NAUSEA. CAUSES EYE, SKIN, NOSE AND THROAT IRRITATION. NOTICE: Reports have associated repeated and prolonged occupational overexposure to solvents with permanent brain and nervous system damage. Intentional misuse by deliberately concentrating and inhaling the contents may be harmful or fatal. Keep away from heat, sparks and flame. VAPORS MAY CAUSE FLASH FIRE. Do not smoke. Extinguish all flames and pilot lights, and turn off stoves, heaters, electric motors and other sources of ignition during use and until all vapors are gone. Prevent build -up of vapors by opening all windows and doors to achieve cross - ventilation. Read MSDS before opening containers. KEEP OUT OF REACH OF CHILDREN SURFACE PREPARATION: Surfaces must be dry, clean, free of all wax, grease, dirt, sanding dust, etc. Glossy surfaces must be dulled with sandpaper or steel wool. For best appearance, new, previously uncoated surfaces should be sealed with a thinned down coat of No. 141 High Gloss (1 pint of mineral spirits per gallon of No. 141HG). This is especially important if you are going over a porous wood (i.e. masonite, OSB, oak, etc.) and desire a final low or semi gloss clear appearance. All sanding, filling of nail holes, etc. should be completed prior to the application of No. 141HG. Coatings, LL APPLICATION: Flame Control No. 141 can be applied by brush, roller or spray. If sealer has been applied, allow surface to fully dry before applying No. 141. Stir material well before using, then apply a uniform coat at a coverage rate of approximately 400 sq.ft. /U.S. gallon (9.8 m2 /L). The coverage rate will vary, depending on the porosity of the surface. Allow to dry overnight or until hard. Lightly sand, clean dust from the surface, then apply a second coat at the same coverage rate. Note: Two coats are required to comply with the Class `B" fire retardant rating established. APPLICATION EQUIPMENT: Airless Spray Titan 440 Impact (or Equivalent) Pump Fluid Pressure 2000 -2400 psi Manifold Filter 60 Mesh Gun Filter 60 Mesh Fluid Hose '/' diameter Gun LX -80 II Tip .010 - .013 Reduction Up to 7% FLAME CONTROL NO. 141 A Polyurethane Varnish Fire Retardant Polyurethane Varnish Fire Hazard Classification, Class `B" FIRE HAZARD CLASSIFICATION Flame Spread Rating. Class "B" when tested in accordance with ASTM E -84 (NFPA 255, ANSI /UL723 and UBC 8 -1), the coating obtained the following fire hazard classification. COATING (SYSTEM) DETAILS CLASSIFICATION OR RATING (WHEN APPLIED TO DOUGLAS FIR) Flame Smoke Spread Developed SEALER — None BASE COAT — Type 141 applied at 400 sq. ft./U.S. gal. (9.8 m2/L) TOP COAT — Type 141 applied at 400 sq. ft./U.S. gal. (9.8 m2/L) 60 170 As we cannot anticipate all conditions under which this information and our products, or the products of other manufacturers in combination with our products, may be used, we accept no responsibility for results obtained by the application of this information or the safety or suitability of our products, either alone or in combination with other products. Users are advised to make their own tests to determine the safety and suitability of each such product or product combination for their own purposes. We sell the products without warranty or guarantee, and buyers and users assume all responsibility and liability for loss or damage from the handling and use of our products, whether used alone or in combination with other products. RECEIVED CITY OFTUKWILA MAY 312011 Revised 04/10 RESPONSIBILITY SCHEDULE PRE- CONSTRUC110N LL I G.C. I OWNER REMARKS PERMITS & MALL FEES SIGNAGE PERMIT' MECHANICAL PERMIT BY OWNER'S SIGNAGE VENDOR TEMPORARY UTILITIES BARRICADE BARRICADE GRkPHIC DEMOLITION COORDINATE MTh LL LL I G C. 1 OWNER REMARKS FLOOR PENETRATIONS / PATCHING HAZ -MAT ABATEMENT WASTE MANAGEMENT INDOOR AIR QUAUTY MANAGEMENT ASBESTOS REMOVAL IF APPLICABLE SHALL BE BY LANDLORD SEE SECTION 01430 - SHEET A0.5 SEE SECTION 01440 - SHEET A0.5 ROOF PENETRATIONS / PATCHING FRAMING / SUPPORTS HEAT PUMP Linane /brews Architects AIR HANDLER UNIT CONDENSING UNIT SEE MECHANICAL SHEETS • I SEE MECHANICAL SHEETS • I SEE MECHANICAL SHEETS CHILLED WATER UNIT VAV BOX(ES) SEE MECHANICAL SHEETS WESTFIELD SOUTHCENTER Store # 357 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax FAN COIL UNIT SEE MECHANICAL SHEETS FLOOR CON TRUC11ON COMPACTED ALL REMARKS UNIT HEATER BASEBOARD HEATER DUCTWORK GRAVEL BASE VAPOR BARRIEIr CONCRETE SLAB LEVELING EXPANSION JOINTS SLAB PREPARATION GC SHALL LEVEL SLAB AS REQUIRED FOR A MAXIMUM SLOPE OF 1/4" PER 12' -0" INCLUDING CURING AND TRENCHING AS REQUIRED DAMPERS, DIFFUSERS, GRILLES TOILET ROOM EXHAUST DEMISING PARTITIONS NEUTRAL PIER(S) FIREPROOFING FIRESTOPPINd REMARKS TESTING / BALANCING AIR SUPPLY TO SPACE PATCH AS REQ'D ELECTRICAL PATCH AS REQ'D PATCH AS REQ'D METAL STUD BLOCKING MASONRY ARE RETARDANT TYPE AS REQ'D. • PATCH AS REQ'D INSULATI01i OUTLETS & SWITCHES SEE MECHANICAL SHEETS • SEE MECHANICAL SHEETS ® SEE MECHANICAL SHEETS • SEE MECHANICAL SHEETS • SEE MECHANICAL SHEETS • • • • G C. F I • • PROJECT INFORMATION LIST OF DRAWINGS All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. PROJECT: DESINY STORE - WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 REMARKS 2" CONDUIT STUB OUT INTO SPACE FOR SERVICE POWER EXTEND SERVICE FROM STUB -OUT CONDUIT /WIRE METER BASE METER GYPSUM BAD SEE A2.0 TAPING &'FINISH • • SERVICE DbOR • • INTERIOF PARTITIONS E FLLI FG C. I owl • • ® • METAL STUDS / GYPSUM BOARD DOORS, FRAMES, HARDWARE BLOCKING CEILINGS SEE A2.0 SEE A2.2 PREMISE - CONDUIT / PULLSTRING TELEPHONE / DATA EQUIPMENT • • • • REMARKS UNE VOLTAGE- CONDUITS/WIRES • SEE A2.0 LANDLORDMIMWILCHBOARD • • SEE DOOR SCHEDULE LIGHTING CONTROL PANEL "LCP" FIRE RETARDANT TYPE AS REQ'D. SEE A2.1 kktC�1RSCAL PANELS, TRANSFORMER, • EXTEND AS REQ'D PROVIDE AS REQ'D WIRING BY OWNER CURRENT LIMITING PANEL PROJECTORS & GOBO UGHTS ACOUSTICAL CEILING TILE AND GRID 11E WIRE INSULATION TOILET ROOM(S) ACCESS PANELS / DOORS GYP. BD. SOFFITS /CURTAIN WALLS MARKETING GRID PAINTING STOREFRONT • • • • • • G C. F I SEE REFLECTED CEIUNG PLAN REMARKS WIRING BY OWNER APPLICABLE CODES: 2009 INTERNATIONAL BUILDING CODE w /WASHINGTON STATE AMENDMENTS 2009 INTERNATIONAL ARE CODE w /WASHINGTON STATE AMENDMENTS 2009 INTERNATIONAL MECHANICAL CODE w /WASHINGTON STATE AMENDMENTS 2009 UNIFORM PLUMBING CODE w /WASHINGTON STATE AMENDMENTS 2008 NATIONAL ELECTRICAL CODE (NFPA 70) 2006 WASHINGTON STATE ENERGY CODE OTHER LOCAL, STATE OR NATIONAL CODES REQUIRED AS APPROPRIATE OCCUPANCY: USE GROUP: M MERCHANIILE/ 1 -STORY CONSTRUC11ON TYPE: TYPE II -B ; UNPROTECTED NON - COMBUSTIBLE FULLY SPRINKLED IN COMPLIANCE WITH NFPA 13 SEE ELEC. SHEETS FOR ALL REVD EQUIPMEN COST BY G.C. CONTROL KEEPER TRACKEEPER CONSTRUCTION: - FIRE RESISTANT RATINGS (CHAPTER 7, TABLES 7- A,7- B,7- C,7 -D) - TENANT SPACE SEPARATIONS 1 HR - COLUMNS NR - INTERIOR BEARING WALLS NR - NON- BEARING WALLS WITHIN SPACE NR - BEAMS, GIRDERS, TRUSSES, & ARCHES NR - ROOF / CEILING CONSTRUCTION NR EGRESS: OCCUPANT LOAD: ROOM NAME AREA LOAD FACTOR OCCUPANTS SALES: 3,052 S.F. 30 S.F. PER OCCUPANT 102 OCC. STOCK: 1,009 S.F. 300 S.F. PER OCCUPANT 4 OCC. MANAGER /TOILET 134 S.F 100 S.F. PER OCCUPANT 2 OCC. TOTAL 4,260 S.F. 108 OCCUPANTS NUMBER OF EXITS REQUIRED: 1 8 C. X 2 = 1. U AR FEET (2 EXITS) NUMBER OF EXITS PROVIDED (3) EXITS = 22 LINEAR FEET CODE REQUIREMENTS : (CHAPTER 10) MAXIMUM TRAVEL DISTANCE TO EXIT 250 FT. MAXIMUM DEAD END CORRIDOR LENGTH 20 FT. MINIMUM CORRIDOR / AISLE WIDTH 44 IN. MINIMUM CLEAR OPENING OF EXIT DOORS 32 IN. TOTAL EGRESS WIDTH REQUIRED: 0.2" PER OCCUPANT PLUMBING CODE: WATER CLOSET REQUIRED: LAVATORY REQUIRED: MOP SINK REQUIRED: DRINKING FOUNTAIN REQUIRED: NO. DRAWING NAME ARCHITECTURAL T1.0 1 TITLE SHEET JAMES E. DREWS STATE OF WASHINGTON A0.1 GENERAL NOTES & LANDLORD REQUIREMENTS A0.2 PATH OF TRAVEL PLAN, DETAILS, AND NOTES A0.3 GENERAL ACCESSIBIUTY NOTES A0.4 GENERAL ACCESSIBILITY REQUIREMENTS & DETAILS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS WATER CLOSET PROVIDED: LAVATORY PROVIDED: MOP SINK PROVIDED: DRINKING FOUNTAIN PROVIDED: A2.0 A2.1 A2.2 DEMOUTION FLOOR PLAN DEMOU11ON REFLECTED CEIUNG PLAN ARCHITECTURAL FLOOR PLAN PARTITION DETAILS DOOR SCHEDULE AND DETAILS ISSUED FOR: DATE LIGHT FIXTURES • • SEE ELECTRICAL SHEETS LAMPS • • SEE ELECTRICAL SHEETS UGHT FIXTURES AIMING /ADJUST1NG • • PER OWNER'S INSTRUCTION DMX CONTROL • • A/V RACK TERM. BY OWNER UNISON CONTACT INTERFACE • • tR /g�TAGE BUTTON LIGHTING • • CABLES /CONDUIT FROM BUTTON • • A/V RACK TERM. BY OWNER UGH11N CONTROL TO A/V RACK LOW VOLTAGE TRACK SYSTEM • • LOW VOLTAGE TRACK LIGHTING WIRING FINAL SIGN CONNECTION TRACK LIGHTING SYSTEM AUDIO /VISUAL EQUIPMENT AND RACK BULKHEAD FRAMING STRUCTURAL STEEL FRAMING SUDING GRILLE GLAZING SYSTEM DOOR(S) AND HARDWARE FINISHES BASE WOOD CLADDING AT PORTAL SEE DOOR SCHEDULE SEE SHEET A5.0 & A3.0 SIGNAGE BY VENDOR) SUBMITTED STOREFRONT SERVICE DOOR(S) BLADE SIGN FLOOR FINISHES OWNER F I • • REMARKS CABLE TRAY SYSTEM SOUND SYSTEM & WIRING SERVICE DOOR BUZZER SPEAKERS ALL ROUGH -INS AND WIRING BY G.C. KEY PLAN FINISH PLAN AND FINISH SCHEDULE REFLECTED CEIUNG PLAN OVERHEAD SUPPORT & CEIUNG DETAILS PRELIM. L.L. REVIEW 03.10.11 PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 A5.1 A5.1A A5.2 A6:0 ENLARGED STOREFRONT PLAN AND ELEVATION STOREFRONT SECTIONS STOREFRONT SECTIONS STOREFRONT DETAILS INTERIOR ELEVATIONS / SECTIONS CONSTRUCTION SET 05.18.11 BACK OF HOUSE INTERIOR ELEVATIONS / SECTIONS No. REVISION ISSUES: DATE CONDUITS BY G.C. OFFICLATA CABLES AT MANAGER'S CONDUITS BY G.C. CONDUITS BY G.C. A7.0 A7.1 A7.2 ENLARGED TOILET FLOOR PLAN, ELEVATIONS AND DETAILS ENLARGED A/V ROOM & FRAMING DETAILS FIXTURE AND THEATER ANCHORING DETAILS REV 1 - BLDG. DEPT. RESUB. 05.18.11 DATA CABLES FROM SMALL & LARGE PROJECTORS TO A/V RACK DATA CABLES FROM HERO FIXTURES TO A/V RACK DATA. CABLES FROM "COMING NEXT/VIDEO JUKEBOX TO A/V RACK NOT USED CONDUITS BY G.C. CONDUITS BY G.C. CONDUITS BY G.C. MISCELLANEOUS DETAILS STOCKROOM SHELVING ANCHORING DETAILS DATA ACABLES FROM WINDOW MONITOR DMX CABLES FROM PATTERN ROTATOR TO A/V RACK CONDUITS BY G.C. CONDUITS BY G.C. CONDUITS BY G.C. THE DISNEY STORE LEASE SPACE LEVEL 1 OF 3 F1.0 F1.1 F2.0 F3.0 FIXTURE FLOOR PLAN FIXTURE SETTING OUT PLAN INTERIOR FIXTURE ELEVATIONS / SECTIONS WALL PANEL DETAILS REMARKS LOW VOLTAGEEDA DATA/DMX/TEL FOR DATA CABLES FROM HERO FIXTURES CEIUNG MOUNTED OUTLET BOX TO A/V RACK MECHANICAL CONDUITS BY G.C. 2800 SOUTHCENTER BLVD. SEATTLE, WA 98188 MALL FLOORING WOOD FLOORING - SALES AREA STONE TILE - SALES AREA CERAMIC 11LE WALK -OFF MAT AN11 - FATIGUE MAT TOILET ROOM VINYL FLOOR VINYL TILE THEATER CARPET WALL FINISHES GC TO COORDINATE WITH LANDLORD MOTION SENSORS M1.0 M2.0 M3.0 MECHANICAL SPECIFICATIONS MECHANICAL PLAN & SCHEDULES MECHANICAL DETAILS, HVAC CALCULATIONS AREA CALCULATIONS AS REQUIRED ON TOILET ROOMS PLUMBING REMARKS GROSS LEASED AREA: LO.D. DATE: 08.27.10 4,718 (S.F.) SANITARY WASTE TO PREMISES DOMESTIC SUPPLY TO PREMISES VENT PIPES TO PREMISES SUPPLY, VENT, WASTE PIPING REMARKS VINYL BASE PAINTING WOOD BASE FRP WALL MURALS AND COLUMN MURALS MISC. ITEMS REQUIREMENTS AVAILABLE IN D -ROOM REMARKS ELASTOMERIC MEMBRANE BLUEPRINT HOLDER TUBE: POST CONSTRUCTION REMARKS FINAL CLEAN -UP READY FOR OCCUPANCY FIXTURE / FURNISHINGS CASHWRAP f BACKWRAP WALL FIXTURES & PANELS MILLWORK REMARKS SEE SHT. F1.0 & F3.0 WATER HEATER • • • • • • • • • • WATER METER • GAS PIPING • FIXTURES / EQUIPMENT • ACCESSORIES • DRINKING FOUNTAIN • FLOOR DRAIN • MOP SINK • ELECTRIC HAND DRYER EXTEND AS REQUIRED EXTEND AS REQUIRED EXTEND AS REQUIRED SALES AREA: STOCK AREA: TOILET & MANAGER A/V ROOM: 3,052 (S.F.) 1,009 (S.F.) 134 (S.F.) 65 (S.F.) SEE SHT.: P2:0-: SEE SHT A7.0 & P2.0 - NO SUBSTITUTIONS SEE SHT A7.0 & P2.0 - NO SUBSTITUTIONS SEE SHT A7.0 & P2.0 - NO SUBSTITUTIONS SEE SHT A7.0 & P2.0 - NO SUBSTITUTIONS INCLUDING FAUCET - NO SUBSTITUTIONS NO SUBSTITUTIONS UNDER SEPARATE PERMIT ARE ALARM SYSTEM TO BE UNDER SEPARATE PERMIT. ARE SPRINKLER SYSTEM UNDER SEPARATE PERMIT. SIGNAGE TO BE UNDER SEPARATE PERMIT. STOCKROOM SHELVING UNDER SEPARATE PERMIFILE COPY Permit No.. VIIIAC"'., Plan revisal approval is tolled to MS and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved is Copy .,t .,1=. • isadmowledged: �� - i1 �l Date: i - , .7":L/ City Ofmkwlla BUILDING DIVISION E1.0 E1.1 E1.2 E1.3 E2.0 E2.1 E3.0 ELECTRICAL ELECTRICAL SPECS, SYMBOLS AND NOTES PANEL SCHEDULES ELECTRICAL DETAILS ELECTRICAL DETAILS UGHIING PLAN LOW VOLTAGE PLAN POWER PLAN PLUMBING & SPRINKLER PLANS PLUMBING SPECIFICATIONS PLUMBING PLAN DETAILS AND NOTES FA1.O I FIRE ALARM PLAN FIRE PROTECTION GC TO VERIFY LL REQUIRED CONTRACTORS SPRINKLER MAIN TO PREMISES (SPACE) AUDIO & VISUAL ALARMS REMARKS WESTFIELD SOUTHCENTER COORDINATION SCOPE OF WORK PROJECT DIRECTORY SPRINKLER BRANCH UNES / DROPS / HEADS MODIFICATION OF HEAD LOCATION FIRE ALARM SYSTEM INCLUDES CLEANING & TESTING OF SYSTEM SHOP DRAWINGS REQ'D FOR PERMIT FLOOR FIXTURES & HARDWARE STOCKROOM SHELVING AND FURNITURE MANAGER'S DESK, COMPUTER DESK. & RECEIVING DESK TOILET ROOM BABY CHANGING STATION TOILET ROOM CABINET HERO FIXTURES DISNEY STORE THEATRE VIDEO SCREE FIRE EXTINGUISHERS / CABINET SMOKE DETECTORS SECURITY SYSTEM GC TO VERIFY LL REQUIRED CONTRACTORS SENSORMAIIC • • LL 1 G.C. I OWNER SUBMIT TO DISNEY FOR REVIEW AND APPROVAL AS PER LOCAL CODE G.0 TO INSTALL AS REQ'D - SEE M2.0 THE GENERAL CONTRACTOR SHALL COORDINATE THE FINAL LOCATION OF ALL THEMED FIXTURES W/ FIXTURE CONTRACTOR, FIXTURE INSTALLER, OWNER'S AUDIO /VISUAL CONTRACTOR(S), AND ELECTRICAL CONTRACTOR PRIOR TO INSTALLATION OF FIXTURES, LIGHTING, PROJECTORS, SOUND EQUIPMENT, POWER SECURITY, SHOPPER TRACK, STOREFRONT, IT, AND /OR SUPPORT FOR ALL ASSOCIATED ELEMENTS. ANY AND ALL ELEMENTS PLACED INCORRECTLY SHALL BE REMOVED AND RELOCATED AT NO ADDITIONAL COST TO THE OWNER. TENANT IMPROVEMENT CONSISTING OF A BUILD -OUT OF A LEASE SPACE IN AN EXISTING SHOPPING CENTER. IMPROVEMENTS INCLUDE NEW FLOORING AND WALL FINISHES, NEW LIGHT FIXTURES THROUGHOUT, NEW DISPLAY FIXTURES, STORAGE ROOM, AND NEW HANDICAP UNISEX RESTROOM OWNER: THE DISNEY STORE 443 SOUTH RAYMOND AVENUE PASADENA, CA. 91105 CONTACT: CRAIG RICCI CONSTRUC11ON PROGRAM MANAGER TEL: (626) 773 -5293 ARCHITECT: LINANE /DREWS ARCHITECTS 3500 BURBANK BLVD. BURBANK, CA 91505 CONTACT: NIVERT MANS! TEL (818) 972 -5080 FAX: (818) 848 -3895 SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: REMARKS CONSTRUCTION PROJECT MANAGER GEAR MANAGEMENT LLC 1451 TERRA ROYOS ALAMOGORDO, NM 88310 CONTACT: KRISTIN GEARING TEL: (661) 755 -0989 MECHANICAL, ELECTRICAL & PLUMBING ENGINEER: DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TX 76051 CONTACT: DS11N MIKEL TEL (817) 410 -2858 EXT 230 Drawn By NM Checked By JD 357 A/E Job Number TD1102.00 File Name TD1102 -T10 Project Mgr. NM Title: Scale: AS NOTED PANIC ALARM SHOPPER TRACK REMARKS POS SYSTEM LOW VOLTAGE LL 1 G.C. 1 OWNER REMARKS EQUIPMENT INSTALL ANCHORING PLATE SEE SHEET A7.2 SEPARATE REQUIRED FOR: NOTE: ADVISE THE ARCHITECT OF ANY CONFUCTS PRIOR TO FINAL BIDS FOR CLARIFICATION. KEY E - EXISTING LL - LANDLORD GC - GENERAL CONTRACTOR OWNER - THE DISNEY STORE/ DISNEY'S VENDOR/ FIXTURE CONTRACTOR REFER TO OWNER'S VENDOR UST F - FURNISH I - INSTALL Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall bo rnado to thr+ !=cons of work without prior e p` rove 1 of Tukwila Building Dcvi; ion. NOTE: Revisions will require a new plan submitte.i and may include additional plan review fees. TENANT COORDINATOR: WESTFIELD; LLC 2800 SOUTHCENTER SEATTLE, WA 98188 CONTACT: DANYULE BRAKUS TEL: (206) 802 -6070. FAX: (206) 689 -5702 CITY OFETSLp MAT .2 3 2011 PERMIT CENTER TITLE SHEET BUILDING DEPARTMENT: CITY OF TUKWILA BUILDING DEPARTMENT 6300 SOUTHCENTER BLVD. #100 TUKWILA, WA 98188 TEL: (206) 431 -3670 Sheet No. T1.0 TD1102_T10 PLOT DA1E 51x2011 LANDLORD REQUIREMENTS AND NOTES ABBREVIATIONS FIRE DEPARTMENT NOTES: GENERAL NOTES A A AB AC A/C ACT AD • ADDL AFF AGG AL ALT T ALUM ANT APPROX ARCH ATM ATS AWG B B/O BAT BD BET BKR BLDG BLKG BM BN BRG BTM BTU 1311.1H C C CANT CAP CB CCT CCTV CFM CFH CIRC CJ CL CLG CLR CMT CMU CO COL COMM COMP COMDR CONC COND CONF CONN CONST CONY CONTR CORR CPT CRT CT CTR CU CW D DB DBL DC DEG DEPT DET DF DIA DIFF DIM DISC DISP DIST DIV DN DR DST DTL DWG DWL E EA EAT EER EF EFS ELEC EMBED EMERG EMS EN ENCL EPOS EPS EQ EQUIP ESP EW EWC EXH EXT EWH F F FA FACP FAF FCW FD FDN FFE FG FG FIN FINT FL FLA FLEX FIG FLUOR FPI FR FS FT FTG FLIT FVS G G GA GALV GC GEN GA GIH GL GLU -LAM GND GPM GR GYP GYP BD AMPERE AIR CONDITIONING ANCHOR BOLT "ALTERNATING CURRENT, ACOUSTICAL," AIR CONDITIONER "ACOUSTICAL 11LE, ACTUAL" AREA DRAIN ADDITIONAL ABOVE FINISHED FLOOR AGGREGATE " ADJUSTABLE, ADJACENT" ALTERNATE ALUMINUM ANTENNA APPROXIMATELY APPROXIMATE(LY) ARCHITECTURAL AUTOMATIC TELLER MACHINE AUTOMATIC TRANSFER SWITCH AMERICAN WIRE GAGE BOTTOM OF BATTERY BOARD BETWEEN BREAKER BUILDING BLOCKING BEAM BOUNDARY NAIUNG BEARING BOTTOM BRITISH THERMAL UNIT BRITISH THERMAL UNIT PER HOUR CONDUIT CANTILEVER CAPACITY "CIRCUIT BREAKER, CATCH BASIN" CIRCUIT CLOSED CIRCUIT TELEVISION CUBIC FEET PER MINUTE CUBIC FEET PER HOUR CIRCULATION CONTROL JOINT CENTERLINE CEILING CLEAR EMPTY CONDUIT "CONCRETE MASONRY UNIT," CONCRETE BLOCK CLEANOUT COLUMN COMMUNICATION COMPACTOR COMPRESSOR CONCRETE CONDENSATE CONFERENCE CONNECTION CONSTRUCTION "CONTINUOUS, CONTINUATION" CONTRACTOR CORRIDOR CARPET CATHODE RAY TUBE "CURRENT TRANSFORMER," CERAMIC TILE "CENTER, CONTRACTOR" "COPPER, CONDENSING UNIT" COD) WATER DRY BULB DOUBLE DIRECT CURRENT DEGREES DEPARTMENT DETECTOR DRINKING FOUNTAIN "DIAMETER, DIAGONAL" DIFFUSER DIMENSION DISCONNECT DISPENSER DISTRIBUTION DIVISION DOWN DOOR DISNEY STORE THEATRE DETAIL DRAWING DOWEL EACH ENTERING AIR TEMPERATURE ENERGY EFFICIENCY RATIO EXHAUST FAN EXTERIOR FINISH SYSTEM ELECTRIC AL "EMBEDMENT,) EMBEDDED" EMERGENCY ENERGY MANAGEMENT SYSTEM EDGE NAILING ENCLOSURE (ENCLOSE) ELECTRONIC POINT OF SALE EXTERIOR PAINT SYSTEM EQUAL EQUIPMENT EXTERNAL STATIC PRESSURE EACH WAY ELECTRIC WATER COOLER EXHAUST "EXPANSION, EXPANSION, EXPANDED " EXTERIOR ELECTRIC WALL HEATER "FUSE(D), FIXTURE NUMBER" FIRE ALARM ARE ALARM CONTROL PANEL FORCED AIR FURNACE FILTERED COLD WATER FLOOR DRAIN FOUNDATION FINISHED FLOOR ELEVATION L FULL GLASS FULL A) FIXTURE FLOOR FULL LOAD AMPS FLEXIBLE FLANGE FLUORESCENT FINS PER INCH FRAME FAR SIDE FOOT FOOTING FUTURE FIXED VINYL STRIP GAS PIPING, GROUND GAUGE, GAGE GALVANIZED GARDEN CENTER GENERAL GROUND FAULT INTERRUPT GRAVITY INTAKE HOOD GLASS, GLAZING GLUED LAMINATED TIMBER GROUND GALLONS PER MINUTE GRADE GYPSUM GYPSUM BOARD I H H H/C HB HDBD HDCP HDWR HID HM HOA HOR HP HPS HR HT HTG HTR HV HVAC HW HYD D N "NCH, NCAND NFO NSUL NT NV PS SOL J J -BOX JBE JG JST Jr K K KIT KLF KO KSI KV KVA KW KWH L L LAT LAV LB LLH LLV LOC LT LTG LV LVR M M MAINT MAN MAT MAX MDS MDSE MECH MEMB MET MFR MGMNT MGR MH MIN MISC MM MO MOT MSS MTD MT N N N/A NC NF N.I.C. NO NOM NS NTS 0 OA OAP OAP OH OP OPNG OPP OWN P P PB PCP PENET PIV PL PLC PLF PLM pNYHID PNL POS PP PR PREP PRV PSF PSI PWR Q QTY R R RA RB RCP RD REC RECD REF REFR REINF READ RET RF RFG RM RO RPM RTU RV RVS RWC HIGH HARDWARE CLOTH HOSE BIB HARDBOARD HANDICAPPED HARDWARE HIGH INTENSITY DISCHARGE HOLLOW METAL HAND OFF AUTOMATIC HORIZONTAL HORSEPOWER HIGH PRESSURE SODIUM HOUR HEIGHT HEATING HEATER HIGH VOLTAGE HEALING /VENTILATING/ AIR CONDITIONING HOT WATER HYDRANT NSIDE DIAMETER INTERMEDIATE NAILING" NCANDESCENT NFORMATION NSULA11ON NTERIOR NVERT NTERIOR PAINT SYSTEM SOLATION (JOINT) JANITOR JUNCTION BOX JOIST BEARING ELEVATION JOIST GIRDER JOIST JOINT KYDEX 1000 CIRCULAR MILS KITCHEN KIPS PER LINEAL FOOT KNOCKOUT KIPS PER SQUARE INCH KILOVOLT KILOVOLT AMP KILOWATT KILOWATT HOUR LENGTH, ANGLE " LEAVING AIR TEMPERATURE LAVATORY POUND LONG LEG HORIZONTAL LONG LEG VERTICAL LOCATION LIGHT LIGHTING LOW VOLTAGE LOUVER MACHINE MAINTENANCE MANUAL MATERIAL M MOOOMBTMUH PER HOUR MAIN DISTRIBUTION SWITCHBOARD MERCHANDISE MECHANICAL MEMBRANE METAL MANUFACTURER MANAGEMENT MANAGER MANHOLE "MINIMUM, MINUTE" MISCELLANEOUS MIWMETER MASONRY OPENING MOTORIZED) MANUAL MOTOR STARTER SWITCH MOUNT (LNG) (ED) "EMPTY, MAT" NEUTRAL NOT APPUCABLE NORMALLY CLOSED "NEAR FACE, NON FUSED" "NOT IN CONTRACT " NORMALLY OPEN, NUMBER "NOMINAL " NEAR SIDE, NON -SLIP NOT TO SCALE OUTSIDE AIR, OVERALL ON CENTER, CENTER TO CENTER OFFICE OVERHEAD OPERATIONS OPENING OPPOSITE OWNER POLE PUSHBUTTON PRECAST WALL PANEL PENETRATION POST INDICATOR VALVE PLATE POWER LINE CARRIER POUNDS PER LINEAL FOOT PLASTIC LAMINATE PANEL NAIUNG PANEL POINT OF SALE POWER POLE PREFlNISHED PREPARATION POWER ROOF VENTILATOR POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POLYVINYL CHLORIDE POWER QUANTITY "RADIUS, RISER' RETURN AIR "RESILIENT BASE, VINYL BASE" "RECEPTACLE, RECEPTACLES" ROOF DRAIN RECESSED RECEIVED REFERENCE REFRIGERATOR REINFORCE (LNG) (ED) REQUIRED RETURN "VINYL COMPOSITION TILE," RESIDENT FLOOR ROOFING ROOM ROUGH OPENING REVOLUTIONS PER MINUTE ROOFTOP UNIT ROOF VENT ROWNG VINYL STRIP RAIN WATER CONDUCTOR S SAN SPACING AS NOTED SC SOLID CORE SCHED SCHEDULE SD SOAP DISPENSER, STORM DRAIN SECT SECTION SE SERVICE SF SQUARE FOOT(AGE),SUPPLY FAN SHELF SHELF SH "SENSIBLE HEAT RATIO SHOWER SHT SHEET SIM SIMILAR SLNT SEALANT SLR SEALER SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTOR SP "STATIC PRESSURE, SPARE" SPEC SPECIF1CA11ON(S) SPK SPEAKER SPKLR SPRINKLER SQ SQUARE SS "SANITARY SEWER, START -STOP" SSK SERVICE SINK (SLOP SINK) SST STAINLESS STEEL STD STANDARD STIFF STIFFENER STL STEEL STOR STORAGE STR STARTER STRUC STRUCTURE(D) SUP SUPPLY SUSP SUSPENDED SW SWITCH SWBD SWITCHBOARD SWGR SWITCHGEAR SYM SYMMETRICAL SYS SYSTEM T T THERMOSTAT T &G TONGUE AND GROOVE T.G.C. TENANTS GENERAL CONTRACTOR T-STAT THERMOSTAT T/0 TOP OF TB TOWEL BAR TD TOWEL DISPENSER TECH TECHNICAL TEL TELEPHONE TEMP "TEMPERATURE, TEMPORARY" TG TRANSFER GRILLE 1F TRANSFER FAN TOP OF FOOTING ELEVATION THD THREADED THK THICKNESS) THRES THRESHOLD TPH TOILET PAPER HOLDER TPIN TOILET PARTITION TR TRANSFER TRANSF TRANSFORMER TS THERMAL SWITCH TSP TOTAL STATIC PRESSURE TEL TELEVISION Typ TYPICAL U UC UNDERCUT UH UNIT HEATER UNO UNLESS NOTED OTHERWISE UR URINAL UT1L UTIUTY V V "VENT PIPING, VOLT" VA VOLT AMPERE VAC VOLTS, ALTERNATING CURRENT VB VAPOR BARRIER VDC VOLTS, DIRECT CURRENT VEL VELOCITY VERT VERIICAL(LY) VEST VESTIBULE VIB VIBRATION VIF VERIFY IN FIELD VM VOLT VOL VOLUME METER VTR VENT THROUGH ROOF VVT VARIABLE VOLUME AND TEMPERATURE VWC VINYL WALL COVERING W W WIDE W/ WITH W/O WITHOUT WET BULB WC WATER CLOSET WD WOOD yypW WINDOW WG "WIRE GUARD, WATER GAUGE" WHM WATT HOUR METER WI WROUGHT IRON WP "WATERPROOFING, WATERPROOF" "WEATHER PROOF, WORK POINT" WR WASTE RECEPTACLE WS WEATHER STRIP WSCT WAINSCOT WT WEIGHT WWF WELDED WIRE FABRIC Y YD YARD SPRINKLER AND FIRE ALARM PLANS SHALL BE SUBMITTED AND APPROVED BY LOCAL GOVERNING AUTHORITY PRIOR TO COMMENCEMENT OF WORK UNDER SEPARATE PERMIT. 1. FIRE PROTECTION SYSTEM 1.1. CONTRACTOR TO PROVIDE A COMPLETE FIRE PROTECTION SPRINKLER SYSTEM FOR ALL AREAS OF THE SPACE. DRAWINGS SHALL BE PREPARED BY THE SPRINKLER CONTRACTOR AND HE SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE LOCAL AND STATE LAWS GOVERNING FIRE RATING AND /OR INSPECTION BUREAU, N.F.P.A. AND INSURANCE ASSOCIATIONS. PREPARE SHOP DRAWINGS AND OBTAIN APPROVAL FROM ALL AUTHORITIES. CONTRACTOR TO VISIT THE JOB SITE TO ASCERTAIN THE EXTENT AND LOCATION OF ALL EXISTING SPRINKLER DROP LOCATIONS OF ANY), RELOCATE AND /OR ADD SPRINKLER HEADS AS REQUIRED TO PROVIDE A COMPLETE APPROVED SYSTEM. 1.2. CONTRACTOR SHALL USE MALL DESIGNATED FIRE SPRINKLER CONTRACTOR. COORDINATE WITH MALL REPRESENTATIVE. 1.3. ALL SPRINKLER HEAD LOCATIONS AND ALL FEEDER PIPE LOCATIONS MUST BE COORDINATED WITH THE ARCHITECT PRIOR TO BEGINNING WORK. PROVIDE ARCHITECT WITH SHOP DRAWINGS. SPRINKLER HEAD COVERS TO BE FACTORY APPLIED, WHITE AS SPECIFIED. 1.4. PROVIDE FIRE SPRINKLER SHOP DRAWINGS FOR LANDLORD APPROVAL 1.5. SPRINKLER HEADS: REFER TO SPRINKLER DRAWINGS 2. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPUCABLE BUILDING CODE REQUIREMENTS. 3. PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND LOCATION AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. 4. INTERIOR FINISHES SHALL NOT EXCEED A FLAME SPREAD RATING OF: CLASS 11 AT EXIST WAYS CLASS 111 AT ALL OTHER AREAS SMOKE DENSITY SHALL BE NO GREATER THAN 450 WHEN TESTED IN ALLOWANCE MT H LOCAL BUILDING CODE. 5. GENERAL CONTRACTOR SHALL VERIFY, COORDINATE AND /OR INSTALL ANY SMOKE DETECTION AND /OR FIRE ALARM CONNECTORS AS REQUIRED PER LANDLORD AND CITY. 5.1. THE LANDLORD WILL PROVIDE A CONNECTION LOCATION FOR EACH TENANT TO RECEIVE A SIGNAL FROM THE MALL ARE ALARM SYSTEM. CONTRACTOR SHALL INSTALL CODE- REQUIRED MODULES, STROBES AND POWER SUPPLIES, WHICH ARE TO BE ACTIVATED UPON A MALL FIRE ALARM SIGNAL 5.2. THE LANDLORD WILL PROVIDE A CONNECTION LOCATION FOR EACH TENANT TO RECEIVE AN AUDIO INPUT FROM THE MALL VOICE EVACUATION SYSTEM. CONTRACTOR SHALL PROVIDE SPEAKERS WITHIN THE LEASED PREMISE TO PROVIDE CODE REQUIRED AUDIBILITY. 5.3. CONTRACTOR SHALL PROVIDE BASE BUILDING COMPATIBLE STROBES AND SPEAKERS AND ALL ASSOCIATED WIRING. FINAL CONNECTION TO LANDLORD'S SYSTEM WILL BE BY THE LANDLORD'S DESIGNATED CONTRACTOR AT CONTRACTOR'S EXPENSE. CONTRACTOR SHALL USE MALL DESIGNATED FIRE ALARM CONTRACTOR. COORDINATE WITH MALL REPRESENTATIVE. 6. ANY REQUIRED FIRE DAMPER ASSEMBLIES INCLUDING SLEEVES AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION. 7. PROVIDE FIRE DAMPER WITH FUSIBLE LOUVER WHEREVER DUCT WORK PENETRATES 1 -HR, CEIUNG OR WALL, UNLESS OTHERWISE NOTED. 8. ALL REQUIRED PERMITS AND APPROVALS MUST BE OBTAINED FROM THE FIRE DEPARTMENT BEFORE BUILDINGS ARE OCCUPIED. 9. DURING CONSTRUCTION THE GENERAL CONTRACTOR IS TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A WITHIN (75 FT.) FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR. 10. DOORS OPENING INTO REQUIRED ONE HOUR FIRE RESISTIVE CORRIDORS SHALL BE PROTECTED WITH SMOKE OR DRAFT STOP ARE ASSEMBLY HAVING A 20 MINUTE FIRE RATING WITH SELF- CLOSERS. 11. MECHANICAL DUCT AND PIPE SHAFTS SHALL BE OF ONE HOUR FIRE RESISTANT CONSTRUCTION, INCLUDING TOP AND BOTTOM OF ENCLOSURES. 12. PATCH AND REPAIR EXISTING FIREPROOFING OF STRUCTURAL COLUMNS, BEAMS AND CEIUNGS, ETC., AS REQUIRED BY LANDLORD OR CITY. MAINTAIN EXISTING ARE RATING. 13. ANY WOOD CONSTRUCTION- SHALL BE FIRE RETARDANT TREATED AND BE WITHIN 1-HR. . CONSTRUCTION. 14. ALL NOISE BARRIER BATTS (SOUND INSULATION) SHALL BE NON - COMBUSTIBLE. 15. NOTIFY LANDLORD 24 HRS. IN ADVANCE FOR SPRINKLER DRAIN DOWN. PROVIDE FIRE WATCH WHILE SYSTEM IS DOWN. 16. ANY DECORATIONS USED SHALL BE NON - COMBUSTIBLE OR BE FLAME PROOFED IN AN APPROVED MANNER. 17. PROVIDE A SIGN OVER ENTRANCE DOORS STATING "THIS DOOR TO REMAIN OPEN DURING BUSINESS HOURS" THE SIGN SHALL BE IN LETTERS NOT LESS THAN 1" HIGH ON A CONTRASTING BACKGROUND. 18. ALL REQUIRED EMERGENCY EXITS SHALL BE PROVIDED WITH EXIT SIGNS HAVING LETTERS SIX (6) INCHES HIGH AND 3/4" WIDE IN CONTRASTING COLORS. SEE PLANS FOR LOCATIONS. 19. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT SPECIAL KNOWLEDGE OR EFFORT WHEN THE SPACE IS OCCUPIED. _ REVIEW D F CODE C;O �� , M�'LI i\ICE - ,m +Ulr ,� �I iuI,Ua BUILDING D1�iSioN 1. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICATION SHALL HAVE EVIDENCE OF CURRENT WORKER'S COMPENSATION INSURANCE COVERAGE ON FILE WITH THE DEPARTMENT IN COMPLIANCE WITH THE LOCAL LABOR CODE. 2. AFTER OBTAINING BUILDING PERMIT AND BEFORE COMMENCING WITH THE WORK, THE GENERAL CONTRACTOR SHALL SHOW EVIDENCE OF ALL THE INSURANCE REQUIREMENTS. 3. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE REQUIRED GOVERNING AGENCIES BEFORE BUILDINGS ARE OCCUPIED. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND OBTAIN ALL PERMITS AND LICENSES AND PAY REQUIRED FEES. 5. CONTRACTOR SHALL BE FAMILIAR WITH ALL LANDLORD REQUIREMENTS SHOPPING CENTER CRITERIA), AND SHALL BE RESPONSIBLE FOR COMPLIANCE WITH SAME. CONTRACTOR SHALL INVESTIGATE LOCAL CODES AND PROCEDURES AND SHALL COMPLY WITH ALL REQUIREMENTS. 6. CONTRACTOR SHALL MEET WITH LANDLORD'S REPRESENTATIVE BEFORE CONSTRUCTION COMMENCES. 7. REMOVE ALL ABANDONED IMPROVEMENTS, INCLUDING ELECTRICAL AND MECHANICAL 8. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. 9. A COPY OF LANDLORD'S FINAL APPROVED PLANS MUST BE ON SITE DURING CONSTRUCTION. 10. INSPECT SITE, VERIFY FIELD DIMENSIONS BEFORE COMMENCING CONSTRUCTION. NOTIFY ARCITECT AND LANDLORD IMMEDIATELY IF THERE ARE ANY SIGNIFICANT DISCREPANCIES. 11. DIMENSIONS SHOWN ON PLANS ARE TO FACE OF EXTERIOR MASONRY, CONCRETE COLUMN OR GRID LINES AND FACE OF GYP. BD. UNLESS OTHERWISE NOTED OR DETAILED. 12. WHERE FACTORY FINISHED OR FACTORY PRIMED ITEMS OCCUR, SUCH AS GRILLES, DIFFUSERS, METAL TRIM AND ACCESSORIES, ETC., THEY SHALL BE PAINTED TO MATCH THE ADJACENT SURFACE AND AS DIRECTED BY THE ARCHITECT. 13. CONTRACTOR SHALL, IN THE WORK OF ALL TRADES, PERFORM ANY AND ALL CUTTING, PATCHING, REPAIRING, RESTORING AND THE LIKE NECESSARY TO COMPLETE THE WORK AND TO RESTORE ANY DAMAGED OR AFFECTED SURFACES RESULTING FROM THE WORK OF THIS CONTRACT TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF OWNER. ALL ROOF PATCHING AND REPAIRS SHALL RETURN AREA TO WATER TIGHT CONDITION. ROOFING WORK SHALL BE COORDINATED WITH LANDLORD'S ROOFING CONTRACTOR AS PART OF G.C. SCOPE OF WORK. 14. THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, ETC., IN PUBLIC AREAS. 15. GENERAL CONTRACTOR SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS, DISCREPANCIES, IF ANY, SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. 16. SHOULD THE DRAWINGS DISAGREE WITH THEMSELVES OR WITH THE SPECIFICATIONS OR SHOULD THE SPECIFICATIONS DISAGREE WITH THEMSELVES, GENERAL CONTRACTOR SHALL CONTACT ARCHITECT FOR CLARIFICATION. 17. NO SUBSTITUTIONS ARE PERMITTED WITHOUT OWNER'S WRITTEN APPROVAL. 18. IF ANY CONFLICT APPEARS IN CONTRACT DOCUMENTS, CONTRACTOR SHALL NOTIFY THE ARCHITECT AND REQUEST CLARIFICATION. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ARRIVAL OF ALL SPECIFIED FINISH MATERIALS, EQUIPMENT, LIGHT FIXTURES AND ANY OTHER SUCH MATERIAL(S) TO BE UTILIZED ON THIS PROJECT. THE GENERAL ) CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING WITHIN 10 DAYS OF DATE OF CONTRACT OF THOSE SPECIFIED ITEMS THAT MAY NOT BE READILY AVAILABLE. IF NOTIFICATION IS NOT RECEIVED BY THE OWNER, THE CONTRACTOR ACCEPTS RESPONSIBILITY FOR THE PROPER ORDERING AND FOLLOW -UP OF SPECIFIED ITEMS AND WILL PURSUE WHATEVER MEANS NECESSARY AT NO ADDITIONAL COST TO THE OWNER, INSURE AVAILABILITY OF ALL SPECIFIED ITEMS SO AS NOT TO CREATE A HARDSHIP ON THE OWNER AND NOT DELAY PROGRESS OF THE WORK. NO EXTENSION OF TIME TO THE CONTRACT WILL BE ALLOWED. 20. MECHANICAL CONTRACTOR SHALL VERIFY EXACT DIMENSIONS WITH EQUIPMENT MANUFACTURERS. MECHANICAL CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS OF DUCT OPENINGS BEFORE INSTALLATION AND VERIFY DISCREPANCIES WITH ARCHITECT FOR CLARIFICATION. 21. ALL EXTERIOR WALL OPENINGS, FLASHINGS, COUNTER FLASHINGS, COPING AND EXPANSION JOINTS SHALL BE WATERPROOF. 22. CAULKING AND SEALANTS: ALL OPEN JOINTS, PENETRATIONS AND OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED, OR WEATHER- STRIPPED TO LIMIT AIR LEAKAGE. DUCTS, CONDUITS, OUTLETS 23. USE ACOUSTICAL SEALANT AROUND ALL PIPES, OUTLETS, SWITCHES, ETC. ON BOTH SIDES OF CROSSING/ PENETRATING WALLS WITH THERMAL AND ACOUSTIC INSULATION. 24. EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE CONCLUSION OF HIS WORK ON A DAILY BASIS. ALL WASTE, RUBBISH AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL TRASH, INCLUDING OWNER FURNISHED ITEMS AND TRASH GENERATED BY OWNERS CONTRACTORS FOR THE DURATION OF THE PROJECT. 25. SAFETY: ALL CONDUCT, WORK EQUIPMENT AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST SAFETY RULES AND REGULATIONS OF ALL AUTHORITIES AND AGENCIES HAVING JURISDICTION OVER THE WORK. 26. DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUITE JOB CONDITIONS AND SHALL BE INCLUDED AS PART OF CONTRACTOR'S WORK 27. CONSULT MALL UTILITY PLANS AND STRUCTURAL DRAWINGS BEFORE CORE DRILLING CONCRETE SLAB. 28 THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL CONTRACTORS. ARCHITECTURAL SYMBOL LEGEND COLUMN _ CENTERLINE 0--- PARTITION PARTITION DESIGNATION (LETTER) TAG DIMENSION START /END DESIGNATION NOTE LEASE LINE ---‘0- LEVEL DATUM ARROW O DESIGNATION NUMBER - CEIUNG TYPE CEIUNG HEIGHT - < - CEILING DESIGNATION FINISH DESIGNATION - DOOR REVISION � / ^ \ ELEVATION SECTION ID kik.„,.. 0 13 5 e_ir L_J I \ AREA DETAILED / e i-1 7 PLAN DETAIL _ DETAIL SECTION 1 D1102_A01 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. JAMES E. DREADS STATE OF WASHINGTON ISSUED FOR: DATE PRE BID/ BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By JCV A/E Job Number TD1102.00 Checked By JD File Name TD1102_A01 Project Mgr. NM Scale: AS NOTED Title: GENERAL NOTES & LANDLORD REQUIREMENTi�eN� ciTVOFn� . Mar .j 2011 PERMIT CENTER Sheet No. A0.1 PLOT DATE 5.18.2011 27 110' -7" LEASE DIMENSION ELECTRICAL AREA AN ROOM DISNEY STORE THEATER SALES AREA N ome AV Ar AV AV I fiT1;111111111 "1 li111111 11 1111111111111 II1111111M1 1111111;111111A 'ILi1f1111111L110t13111!i1#.1 'ILI 11U1 1)d +'111.11 1111U11LL ILL1liI�1" 1I U111I11T`1.1?l j j ali IT1tTmITTITTTIITM111 T1'T111iTl1'TfTTT1T r" i1.11111211:11.1.1i1L1 1.112LIIILLII1Ij.111 21 II ,'ILJ Ill'1.,'1.1..1'!LLUL' L!lf i1lil L'illii ih .0 STOCKROOM 40' -5" LEASE DIMENSION 1 11 11 II 11 \ 1 1 11 11 11 11 \ 1 1 11 11 11 11 \ 1 1 11 11 11 11 \1 = _ = _N 77 77 = = _JI—=- 1L=- 11 — =JL = II II II II\ I II II II II \ I II I I II 11 \ I II II II II \ I II II II II \ I II II II II \ I II II II II \ I li it II it �I L ___ JL— _11___IL_ _li - -J\ gag ar-AP—Arl EXIT #3 48" DOOR 54 OCC. 240 MAX. __, -IT -I—L. . 1 `IT' II ` II II II it II II II 1.h ■ l -r 3 `1 `I1_ 1T `Ire II II II II II II II I II I.L,, 1 '{ / `1 1 t` T___ t_/—�—_ — IL_JI ENTRY TOTAL OCCUPANT LOAD = 108 EXIT 180' ENTRY 54 OCC. 900 MAX. 0 w CI w EMPLOYEE RESTROOM UNISEX aco EXIT #2 36" DOOR MANAGE 'S OFFICE DISPLAY AREA " rr .4 r j .1" A A J rff7f re -74 t7' -10" V.I.F. ±15 -4" V.I.F. • REVi CODE CrlpL� FOR tio ttkv Let ±4' -3" V.I.F. ±32' -9" V.I.F. ±51' -6" V.I.F. ±111' -7" LEASE IMENSION — V.I.F. PATH OF TRAVEL PLAN 1 /4 " =1' -0" TD1001 _'1 GENERAL NOTES LEGEND REFERENCE NOTES A. THE MAX. PERMITTED CROSS SLOPE ON THE PATH OF TRAVEL SHALL BE 2% B. ANY ABRUPT LEVEL CHANGE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 1/2 ". WHERE CHANGE DOES OCCUR THEY SHALL BE BEVELED AT 1:12. LEVEL CHANGE OR 1/4" OR LESS MAY BE VERTICAL C. ACCESSIBLE PATH OF TRAVEL FOR THIS PROJECT IS IN SUBSTANTIAL COMPUANCE WITH ACCESSIBILITY REQUIREMENTS. DETAILS SHOWN HEREIN ARE PROVIDED AS REFERENCE TO DOCUMENT SUBSTANTIAL COMPLIANCE W/ ACCESSIBILITY REQUIREMENTS. D. PROVIDE SAFETY GLAZING FOR MIRROR WHERE LOCATED WITHIN 24" OF A DOOR AND NOT MOUNTED ON A SURFACE THAT PROVIDES CONTINUOUS SOLID BACKING OR SUPPORT. E. PROVIDE TACTILE EXIT SIGNS AT EXIT ROUTES, EXIT STAIRS, AND EXITS CENTERED AT 60" ABOVE THE FINISH FLOOR AS FOLLOWS: E.1. EACH GRADE LEVEL EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN READING "EXIT". E.2. EACH DOOR THAT LEADS TO A GRADE LEVEL EXTERIOR EXIT BY A MEANS OF A STAIR OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS WHERE APPROPRIATE — "EXIT STAIR UP" OR "EXIT STAIR DOWN" E.3. EACH ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN THAT READS "EXIT ROUTE ". F. REFER TO SHEET A0.4 FOR ADDITIONAL ACCESSIBIUTY REQUIREMENTS AND DETAILS. G. REFER TO SHEET A0.3 FOR ADDITIONAL ACCESSIBILITY GENERAL NOTES. INDICATES 5' -0" CLEAR TURN AROUND SPACE FOR ACCESSIBIUTY INDICATES 44" WIDE PATH OF TRAVEL EXIT ROUTE. GC IS REQUIRED TO PROVIDE THE REQUIRED FOOTCANDLES ALONG MAIN EGRESS PATH THAT MEETS THE REQUIREMENTS OUTLINED ON SECTION 1006 OF THE INTERNATIONAL BUILDING CODE (AVERAGE 1 FOOT CANDLE AT FLOOR LEVEL) CLASS 2A -10BC PORTABLE FIRE EXTINGUISHER VERIFY EXACT LOCATION WITH FIRE MARSHAL AND IDS. INDICATES EXIT CAPACITY PROVIDED REFERENCE NOTE CALL OUT ILLUMINATED EXIT LIGHT W/ BATTERY BACK UP — REFER TO ELECTRICAL DRAWINGS FOR MORE DETAILS 1FL —E14 F3 EMERGENCY TRACK LIGHTING — SEE REFLECTED CEILING AND ELECTRICAL DRAWINGS FOR MORE INFO. TRACK HEADS ARE EQUIPPED WITH A ROTATION STOP ACCESSORY AND ALL TRACK LIGHTING IS POWERED THROUGH AN INVERTER BATTERY (BATTERY BACK —UP) EMERGENCY BUG —EYE — SEE REFLECTED CEILING PLAN AND ELECTRICAL DRAWINGS FOR MORE INFORMATION 0 ACCESSIBLE DRINKING FOUNTAIN, REFER TO DETAILS 4 AND 5 ON SHEET A7.0 0 ACCESSIBLE REST ROOMS, REFER TO DETAIL 1 ON SHEET A7.0 O ACCESSIBLE CASH WRAP. TOP OF COUNTER SHALL BE 34" MAX AF.F., REFER TO DETAIL 6 ON SHEET A0.4 0 PROVIDE RESTROOM TACTILE SIGNAGE PER DETAIL 4 ON SHEET A0.4, SUBSCRIPT INDICATES SIGN TYPE ON DETAIL O PROVIDE EXIT TACTILE SIGNAGE PER DETAIL 5 ON SHEET A0.4, SUBSCRIPT INDICATES SIGN TYPE ON DETAIL bttO8! RECEIVED CITY OF TUKVVI A EIAY _2 S 2011 PERMIT CENTER TD1102_A02 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. REGISTERED RCHJTEC JAMES E. DREWS STATE OF WASHINGTON ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE — BLDG. DEPT. RESUB. 05.18.11 WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By NM A/E Job Number 1D1102.00 Checked By JD File Name TD1102J02 Project Mgr. NM Scale: AS NOTED Title: PATH OF TRAVEL PLAN, DETAILS, AND NOTES Sheet No. A0.2 PLOT DATE: 5.18.2011 GENERAL ACCESSIBILITY NOTES A. SITE DEVELOPMENT & ACCESSIBLE ROUTE OF TRAVEL 1. ACCESSIBLE ROUTE OF TRAVEL IS DEFINED AS "A CONTINUOUS UNOBSTRUCTED PATH CONNECTING ALL ACCESSIBLE ELEMENTS AND SPACES IN AN ACCESSIBLE BUILDING OR FACILITY THAT CAN BE NEGOTIATED BY A PERSON WITH A DISABIUTY USING A WHEELCHAIR AND THAT IS ALSO SAFE FOR AND USABLE BY PERSONS WITH OTHER DISABILITIES, AND THAT IS CONSISTENT WITH THE DEFINITION OF 'PATH OF TRAVEL ". (1102B) 2. SITE DEVELOPMENT AND GRADING SHALL BE DESIGNED TO PROVIDE ACCESS TO ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXITS, AND ACCESS TO NORMAL PATHS OF TRAVEL, AND WHERE NECESSARY TO PROVIDE ACCESS, SHALL INCORPORATE PEDESTRIAN RAMPS, CURB RAMPS, ETC. (1127B.1) 3. AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING AND ACCESSIBLE PASSENGER LOADING ZONES AND PUBLIC STREETS OR SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE THEY SERVE. THE ACCESSIBLE ROUTE SHALL, TO THE MAXIMUM EXTENT FEASIBLE, COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC. (1114B.1.2) 4. THE ACCESSIBLE ROUTE OF TRAVEL SHALL BE THE MOST PRACTICAL DIRECT ROUTE BETWEEN ACCESSIBLE BUILDING ENTRANCES, ACCESSIBLE SITE FACILITIES, AND THE ACCESSIBLE ENTRANCE TO THE SITE. IF ACCESS IS PROVIDED FOR PEDESTRIANS FROM A PEDESTRIAN TUNNEL OR ELEVATED WALKWAY, ENTRANCES TO THE BUILDING FROM EACH TUNNEL OR WALKWAY MUST BE ACCESSIBLE. (1127B.1) 5. WHEN A BUILDING OR PORTION OF A BUILDING IS REQUIRED TO BE ACCESSIBLE OR ADAPTABLE, AN ACCESSIBLE ROUTE OF TRAVEL COMPLYING WITH SECTIONS 1102B, 1114B, 1124B, 1133B.3, 1133B.5, 1133B.7 AND 1133B.8.6 SHALL BE PROVIDED TO ALL POR11ONS OF THE BUILDING, TO ACCESSIBLE BUILDING ENTRANCES, AND BETWEEN THE BUILDING AND THE PUBLIC WAY. (1114B.1.2) B. ENTRANCES AND EXITS 1. ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACIUTIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES. (1133B.1.1.1.1) 2. DURING PERIODS OF PARTIAL OR RESTRICTED USE OF A BUILDING OR FACILITY, THE ENTRANCES USED FOR PRIMARY ACCESS SHALL BE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES. (1133B.1.1.1.2) 3. RECESSED DOORMATS SHALL BE ADEQUATELY ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC. (1133B.1.1.1.3, FIG 11B -25) 4. EVERY REQUIRED EXIT DOORWAY SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES, SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES, AND SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6' -8" IN HEIGHT. (1133B.2.2) 5. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER THAN A REQUIRED EXIT STAIRWAY, SHALL PROVIDE A MINIMUM OF 48 INCHES OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH VESTIBULE WHEN THE DOOR IS POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. DOORS IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. SEE FIGURES 11B-30 & 11B-31. (1133B.2.4.4) C. DOORS 1. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. MANUALLY OPERATED BOLTS OR SURFACE BOLTS ARE NOT PERMITTED. THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. (1008.1.8) 2. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH -PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. (1133B.2.5.2) 3. HAND - ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. (1133B.2.5.2) 4. WHEN INSTALLED, DOORWAYS SHALL HAVE A MINIMUM CLEAR OPENING OF 32 INCHES WITH THE DOOR OPEN 90 DEGREES. (1133B.1.1.1.1, FIG 11B -5B & 11B -33) 5. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. (1133B.2.3, FIG 11B-5B) 6. WHERE A PAIR OF DOORS IS UIIUZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32 INCHES WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSI11ON. (1133B.2.3.1) 7. WHEN AN AUTOMATIC OR POWER ASSISTED DOOR OPERATOR IS UTILIZED TO OPERATE A PAIR OF DOORS, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. AUTOMATIC DOORS SHALL COMPLY WITH BHMA A156.10 OR BHMA A156.19. (1133B.2.3.2) 8. MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL BE AS SHOWN IN FIGURE 11B-26A & 11B-26B. THE FLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR. (1133B.2.4.2) 9. THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN THE CLOSED POSITION. WHERE THE PLANE OF THE DOORWAY IS OFFSET OR LOCATED IN AN ALCOVE A DISTANCE MORE THAN 8 INCHES MEASURED FROM THE PLANE OF THE DOORWAY TO THE FACE OF THE WALL, THE DOOR SHALL BE PROVIDED WITH 60" MANEUVERING CLEARANCE FOR FRONT APPROACH. (1133B.2.4.2, 1133B.2.5.3, FIG 11B-26, FIG 11B-33A) 10. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24 INCHES PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18 INCHES PAST THE STRIKE EDGE FOR INTERIOR DOORS. WHERE THE PLANE OF THE DOORWAY IS OFFSET 8 OR MORE INCHES FROM ANY OBSTRUCTION WITHIN 18 INCHES MEASURED LATERALLY ON THE LATCH SIDE, THE DOOR SHALL BE PROVIDED WITH MANEUVERING CLEARANCE FOR FRONT APPROACH. (1133B.2.4.3, 1133B.2.4.5, 1133B.2.5.3, FIG 11B- 33(A)) 11. PROVIDE CLEAR SPACE OF 12" PAST STRIKE EDGE OF THE DOOR ON THE OPPOSITE SIDE TO WHICH THE DOOR SWINGS IF THE DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER. (FIG 11B-26(A)) 12. THE FLOOR OR LANDING SHALL BE NOT MORE THAN '/z INCH LOWER THAN THE THRESHOLD OF THE DOORWAY. (1133B.2.4.1) 13. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. (1133B.2.6, FIG 11B -29) 14. MAXIMUM EFFORT TO OPERATE EXTERIOR AND INTERIOR DOORS SHALL NOT EXCEED 5 POUNDS, WITH SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTIUZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 LBF. (1133B.2.5) 15. WHEN THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSI11ON OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES FROM THE LATCH, MEASURED TO THE LANDING EDGE OF THE DOOR. (1133B.2.5.1) D. CORRIDORS AND AISLES 1. EVERY CORRIDOR SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL NOT BE LESS THAN 44" IN WIDTH. SEC 1133B.3.1, ADDAAG 4.3.3 Fig.64 -B (CALDAG) 2. CORRIDORS SERVING AN OCCUPANT LOAD OF LESS THAN 10 SHALL NOT BE LESS THAN 36" IN WIDTH. SEC 1133B.3.1, ADDAAG 4.3.3, Fig.64 -B (CALDAG) 3. CORRIDORS WHICH ARE LOCATED ON AN ACCESSIBLE ROUTE AND EXCEED 200' IN LENGTH SHALL HAVE A MINIMUM CLEAR WIDTH OF 60 "; HAVE, AT A CENTRAL LOCATION, A 60" BY 60" CLEAR WHEELCHAIR TURNING SPACE OR PASSING ALCOVE; HAVE, AT A CENTRAL LOCATION, AN INTERVENING CROSS OR TEE CORRIDOR, A MINIMUM OF 48" IN WIDTH; OR, HAVE, AT A CENTRAL LOCATION, AN OPEN ABLE DOOR. SEC 1133B.3.2, ADAAG 4.3.4, Fig.65 (CALDAG) 4. EVERY AISLE SHALL NOT BE LESS THAN 36" WIDE IF SERVING ONLY ONE SIDE, AND NOT LESS THAN 44" WIDE IF SERVING BOTH SIDES. SEC 1133B.6.2, Fig.66 (CALDAG) E. FLOORS AND LEVELS 1. IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, PASSENGER ELEVATORS, OR SPECIAL ACCESS LIFTS. (1120B.1) 2. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS, SHALL BE STABLE, FIRM, AND SLIP - RESISTANT. (1120B.2 & 1124B.1) 3. CHANGES IN LEVEL UP TO 1/4" INCH MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. (1124B.2, FIG 11B-5E(C)) 4. CHANGES IN LEVEL BETWEEN 1/4" INCH AND 1/2" INCH SHALL BE BEVELED WITH A SLOPE NO STEEPER THAT 1:2. (1124B.2, FIG 11B- 5E(D)) 5. IF CARPET OR CARPET 11LE IS USED ON A GROUND OR FLOOR SURFACE, IT SHALL BE SECURELY ATTACHED; HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSHION OR PAD; AND HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT /UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1/2 INCH. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENURE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH SEC11ON 1124B.2. (1124B.3, FIG 11B -7E) F. EMPLOYEE WORK AREAS AND WORK STATIONS 1. EMPLOYEE AREAS SHALL CONFORM TO ALL REQUIREMENTS OF THE DIVISION OF THE STATE ARCHITECT - ACCESS COMPLIANCE IN THE CALIFORNIA BUILDING CODE, PLUMBING CODE, AND ELECTRICAL CODE. (1123B.1) 2. SPECIFIC WORKSTATIONS NEED ONLY COMPLY WITH AISLE WIDTH AND FLOORS AND LEVELS, AND ENTRY -WAYS SHALL BE 32 INCHES IN CLEAR WIDTH. AISLES SHALL NOT BE LESS THAN 36 INCHES IF SERVING ONLY ONE SIDE, AND NOT LESS THAN 44 INCHES WIDE IF SERVING BOTH SIDES. (1123B.2,1133B.6.2) 3. EMPLOYEE WORK AREAS SHALL BE ACCESSIBLE BY MEANS OF 36 INCH MINIMUM AISLE AND 32 INCH MINIMUM CLEAR OPENING DOOR WIDTH. (1105B.3.2.3) G. FIXED OR BUILT -IN SEATING, TABLES & COUNTERS 1. WHERE FIXED OR BUILT -IN SEATING, TABLES, OR COUNTERS ARE PROVIDED FOR THE PUBLIC, AND IN GENERAL EMPLOYEE AREAS, FIVE PERCENT BUT NEVER LESS THAN ONE MUST BE ACCESSIBLE, AS REQUIRED IN SECTION 1122B. (1122B.1) 2. IF SEATING SPACES FOR PERSONS IN WHEELCHAIRS ARE PROVIDED AT FIXED TABLES OR COUNTERS, CLEAR FLOOR SPACE COMPLYING WITH SECTION 11186.4 SHALL BE PROVIDED. SUCH CLEAR FLOOR SPACE SHALL NOT OVERLAP KNEE SPACE BY MORE THAN 19 INCHES. (1122B.2, FIG 11B -13) 3. IF SEATING FOR PERSONS IN WHEELCHAIRS IS PROVIDED AT FIXED TABLES OR COUNTERS, KNEE SPACES AT LEAST 27 INCHES HIGH, 30 INCHES WIDE, AND 19 INCHES DEEP SHALL BE PROVIDED. (1122B.3, FIG 11B -13) 4. THE TOPS OF TABLES AND COUNTERS SHALL BE 28 INCHES TO 34 INCHES FROM THE FLOOR OR GROUND. (1122B.4) 5. WHERE A SINGLE COUNTER CONTAINS MORE THAN ONE TRANSACTION STATION, SUCH AS A BANK COUNTER WITH MULTIPLE TELLER WINDOWS OR A RETAIL SALES COUNTER WITH MULTIPLE CASH REGISTER STATIONS, AT LEAST 5 PERCENT, BUT NEVER LESS THAN ONE OF EACH TYPE OF STATION SHALL BE LOCATED AT A SECTION OF COUNTER THAT IS AT LEAST 36 INCHES LONG AND NO MORE THAN 28 TO 34 INCHES HIGH. (1122B.4) H. SIGNS de IDENTIFICATION 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595B. (1117B5.8.1.1) 2. ALL BUILDING AND FACIUTY ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDI11ONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING CIRCULATION PATHS. (1117B.5.8.1.2. & 1127B.3) 3. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES OF A BUILDING OR SITE, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION 1117B.5.2 THROUGH 1117B.5.7. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60 INCHES ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3INCHES OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. (1117B.5.1, 1117B.5.7) 4. WHEN SIGNS DIRECT TO OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND FUNCTIONAL SPACES OF A BUILDING OR SITE, THEY SHALL COMPLY WITH SECTIONS 1117B.5.2, 1117B.5.3, 1117B.5.4. MEANS OF EGRESS SIGNS AND IDENTIFICATION FOR VISUAL EXIT SIGNS, GRAPHICS, ILLUMINATION, POWER SOURCE, TACTILE EXIT SIGNAGE, TACTILE STAIR LEVEL IDENTIFICATION AND SPECIAL EGRESS CONTROL DEVICES SHALL COMPLY WITH SECTIONS 1003.2.8.1, 1003.2.8.5, 1003.2.9, 1003.2.10 AND 1003.3.1.10. (1117B.5.1.2) H. SIGNS & IDENTIFICATION (CONTINUED) 5. WHEN RAISED CHARACTERS OR WHEN PICTOGRAM SYMBOLS ARE USED, THEY SHALL CONFORM TO THE FOLLOWING: (1117B.5.5) 5.1. CHARACTERS ON SIGNS SHALL BE RAISED OR RECESSED 1/32 INCH MINIMUM AND SHALL BE SANS - SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE COMPLYING WITH SEC11ON 1117B.5.6. (1117B.5.5.1) 5.2. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8 INCH HIGH AND A MAXIMUM OF 2 INCHES HIGH. (1117B.5.5.2) 5.3. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE OUTSIDE DIMENSION OF THE PICTOGRAM FIELD SHALL BE A MINIMUM OF 6 INCHES IN HEIGHT. (1117B.5.5.3) 5.4. CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT. BRAILLE SHOULD BE PLACED A MINIMUM OF 3/8 -INCH AND A MAXIMUM OF 1/2 INCH DIRECTLY BELOW THE TACTILE CHARACTERS; FLUSH LEFT OR CENTERED. WHEN TACTILE SIGN IS MULTI-LINED, ALL BRAILLE SHALL BE PLACED TOGETHER BELOW ALL LINES OF TACTILE TEXT. (1117B.5.5.4) 6. CHARACTERS ON SIGNS SHALL HAVE A WIDTH -TO- HEIGHT RA110 OF BETWEEN 3: 5 AND 1:1 AND A STROKE WIDTH -TO- HEIGHT RA110 BETWEEN 1:5 AND 1:10. (1117B.5.3) 7. CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. (11178.5.2) 8. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE 'X". LOWER CASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE WITH SECTION 1133B.8.6, THE MINIMUM CHARACTER HEIGHT SHALL BE 3 INCHES. (1117B.5.4) 9. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. DOTS SHALL BE 1/10 INCH ON CENTERS IN EACH CELL WITH 2/10 -INCH SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40 INCH ABOVE THE BACKGROUND. (1117B.5.6) 10. POLE SUPPORTED PEDESTRIAN TRAFFIC CONTROL BUTTONS SHALL BE IDENTIFIED WITH COLOR CODING CONSISTING OF A TEXTURED HORIZONTAL YELLOW BAND 2 INCHES IN WIDTH ENCIRCUNG THE POLE, AND A 1 INCH WIDE DARK BORDER BAND ABOVE AND BELOW THIS YELLOW BAND. COLOR- CODING SHOULD BE PLACED IMMEDIATELY ABOVE THE CONTROL BUTTON. CONTROL BUTTONS SHALL BE LOCATED NO HIGHER THAN 48 INCHES ABOVE THE SURFACE ADJACENT TO THE POLE. (1117B.5.9) I. ELECTRICAL 1. THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE SHALL BE INSTALLED AT AN ACCESSIBLE LOCATION MEETING THE CLEARANCES AND REACH RANGE REQUIREMENTS OF SECTION 1118B.5 AND 1118B.6 AND NOT LESS THAN 15" ABOVE THE FLOOR OR WORKING PLATFORMS. (11173.6.3) 2. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING, AND VENTILATING EQUIPMENT SHALL BE 48" ABOVE THE FLOOR OR WORKING PLATFORM. (1117B.6, 5.1) 3. THE CENTER OF ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS SHALL BE INSTALLED NOT MORE THAN 48 INCHES NOR LESS THAN 14 INCHES ABOVE THE FLOOR OR WORKING PLATFORM(1117B.6.5.2) J. NOTIFICATION APPLIANCES FOR THE HEARING IMPAIRED 1. APPROVED NOTIFICATION APPUANCES FOR THE HEARING AND VISUALLY IMPAIRED SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF NFPA 72 IN THE FOLLOWING AREAS: A. B. C. D. E. F. G. H. J. K. RESTROOMS CORRIDORS MUSIC PRACTICE ROOMS BAND ROOMS GYMNASIUMS MULTIPURPOSE ROOMS OCCUPATIONAL SHOPS OCCUPIED ROOMS WHERE AMBIENT NOISE IMPAIRS HEARING OF THE FIRE ALARM LOBBIES MEETING ROOMS ANY OTHER AREA FOR COMMON USE SANITARY FACILITIES REQUIREMENTS A. SANITARY FACILITIES 1. BATHING AND TOILET FACILITIES THAT SERVE BUILDINGS, FACIUTIES OR POR11ONS OF BUILDINGS OR FACILITIES THAT ARE REQUIRED BY THESE STANDARDS TO BE ACCESSIBLE TO PERSONS WITH DISABILITIES, SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 1115B. (1115B.1) 2. WHERE SEPARATE FACIUTIES ARE PROVIDED FOR PERSONS OF EACH SEX, THESE FACIUTIES SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES. WHERE UNISEX FACILITIES ARE PROVIDED, THESE FACIUTIES SHALL BE ACCESSIBLE TO PERSONS WITH DISABIUTIES. (1115B.1.1, FIG 11B -1A) 2.1. TOILET CENTERING FROM WALL 18" 2.2. TOILET SEAT HEIGHT 17 " -19" 2.3. GRAB BAR HEIGHT (SIDE) 33" 2.4. TOILET PAPER IN FRONT OF TOILET 12" MAX 2.5. NAPKIN DISPOSAL IN FRONT OF TOILET 12" MAX 2.6. DISPENSER OR MIRROR HEIGHT 40" MAX 2.7. LAVATORY /SINK TOP HEIGHT 34" MAX 2.8. LAVATORY /SINK KNEE CLEARANCE 27" MIN 2.9. URINAL LIP HEIGHT 17" MAX 2.10. URINAL FLUSH HANDLE HEIGHT 44" MAX 2.11. DRINKING FOUNTAIN BUBBLER HEIGHT 36" MAX 2.12. DRINKING FOUNTAIN KNEE CLEARANCE 27" MIN 2.13. RAMP /STAIR HANDRAIL HEIGHT 34 " -38" 3. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE 1/4" THICK WITH EDGES 12" LONG AND A VERTEX POINTING UPWARD. WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK AND 12" IN DIAMETER. (1115B.6) 4. UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK, 12" IN DIAMETER, WITH A 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER. (1115B.6) 5. GEOMETRIC (CIRCLE & TRIANGLE) SYMBOLS ON SANITARY FACIUTY DOORS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60" AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR. (1115B.6) 5.1. NOTE: SEE ALSO SECTION 11176.5.1 FOR ADDI11ONAL SIGNAGE REQUIREMENTS APPLICABLE TO SANITARY FACILITIES. B. SINGLE ACCOMODATION SANITARY FACILITIES NOTE: SINGLE ACCOMMODATION SANITARY FACILITY IS DEFINED AS "A ROOM THAT HAS NOT MORE THAN ONE OF EACH TYPE OF SANITARY FIXTURE, IS INTENDED FOR USE BY ONLY ONE PERSON AT A TIME, HAS NO PARTITION AROUND THE TOILET, AND HAS A DOOR THAT CAN BE LOCKED ON THE INSIDE BY THE ROOM OCCUPANT". (202) 1. SHOW SUFFICIENT SPACE IN THE TOILET ROOM FOR A WHEELCHAIR MEASURING 30" WIDE BY 48" LONG TO ENTER THE ROOM AND PERMIT THE DOOR TO CLOSE. (1115.3.3.2.1) 2. SHOW A CLEAR FLOOR SPACE OF AT LEAST 60" IN DIAMETER, OR A T- SHAPED SPACE COMPLYING WITH FIGURES 11B -12(A) AND (B). NO DOOR SHALL ENCROACH INTO THIS SPACE FOR MORE THAN 12 ". (1115B.3.2.1, FIG 11B -1A) 3. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE. (1115B.3.2.2) 4. SHOW THAT THE CENTERLINE OF THE WATER CLOSET FIXTURE SHALL BE 18" FROM THE SIDE WALL OR PAR11110N. ON THE OTHER SIDE OF THE WATER CLOSET, PROVIDE A MINIMUM 28" WIDE CLEAR FLOOR SPACE IF THE WATER CLOSET IS ADJACENT TO A FIXTURE OR A MINIMUM OF 32" WIDE CLEAR FLOOR SPACE IF THE WATER CLOSET IS ADJACENT TO A WALL OR PARTITION. THIS CLEAR SPACE SHALL EXTEND FROM THE REAR WALL TO THE FRONT OF THE WATER CLOSET. (1115B.4.1, FIG 11B -1A) 5. ALL DOORS, FIXTURES, AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE WITH A MINIMUM CLEAR WIDTH OF 36" EXCEPT AT DOORS. IF A PERSON IN A WHEELCHAIR MUST MAKE A TURN AROUND AN OBSTRUCTION, THE MINIMUM CLEAR WIDTH OF THE ACCESSIBLE ROUTE SHALL BE AS SHOWN IN FIGURE 11B -5E. (11158.3.2.4) 6. THE ENTRANCE DOOR SHALL CONTAIN A PRIVACY LATCH WHICH COMPUES WITH SEC11ON 1117B.6. (1115B.3.2.7) 7. PROVIDE 18 INCHES CLEARANCE ON THE STRIKE SIDE OF THE DOOR. (1115B.3.1) 8. IN EXISTING BUILDINGS, A SINGLE ACCOMMODATION TOILET WATER CLOSET MAY BE LOCATED IN AN AREA WHICH PROVIDES A CLEAR SPACE OF 36 "WIDE BY 48 INCHES LONG IN FRONT OF THE WATER CLOSET. (1115B.3.2) C. SANITARY FACILITY FIXTURES AND ACCESSORIES 1. SHOW THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17" AND A MAXIMUM OF 19" MEASURED TO THE TOP OF A MAXIMUM 2" HIGH TOILET SEAT, EXCEPT THAT 3" SEATS SHALL BE PERMITTED ONLY IN ALTERATIONS WHERE THE EXISTING FIXTURE IS LESS THAN 15" HIGH. (1115B.4.4) 2. SHOW A CLEAR FLOOR SPACE 30" BY 48" IN FRONT OF A LAVATORY TO ALLOW A FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM OF 19" INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. A DOOR SWING SHALL NOT ENCROACH INTO THIS CLEAR SPACE. (11156.4.3.3, 1115B.3.2.2, FIG 11B-1B) 3. SHOW THAT ALL LAVATORIES, WHEN LOCATED ADJACENT TO A SIDE WALL OR PAR11110N, SHALL BE A MINIMUM DISTANCE OF 18" TO THE CENTER UNE OF THE FIXTURE. (1115B.4.3.2, FIG 11B-1A) 4. SHOW THAT LAVATORIES THAT ARE DESIGNATED TO BE ACCESSIBLE SHALL BE A MINIMUM 17" IN HORIZONTAL DEPTH AND MOUNTED WITH THE RIM OR COUNTER EDGE NO HIGHER THAN 34" ABOVE THE FINISHED FLOOR AND WITH VERTICAL CLEARANCE MEASURED FROM THE BOTTOM OF THE APRON OR THE OUTSIDE BOTTOM EDGE OF THE LAVATORY OF 29 ", REDUCING TO 27" AT A POINT LOCATED 8" BACK FROM THE FRONT EDGE. IN ADDITION, A MINIMUM 9" HIGH TOE CLEARANCE MUST BE PROVIDED EXTENDING BACK TOWARD THE WALL TO A DISTANCE NO MORE THAN 6" FROM THE BACK WALL THE TOE CLEARANCE SPACE MUST BE FREE OF EQUIPMENT OR OBSTRUCTIONS. (1115B.4.3.2, FIG.11 B -1 D) 5. SHOW THAT HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. (1115B.4.3.4) 6. WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR FLOOR SPACE 30" BY 48" IN FRONT OF THE URINAL TO ALLOW FORWARD APPROACH. (1115B.4.2.3) 7. SHOW THAT URINALS SHALL BE FLOOR MOUNTED, STALL -TYPE OR WALL HUNG. WHERE ONE OR MORE WALL HUNG URINALS ARE PROVIDED, AT LEAST ONE WITH AN ELONGATED RIM PROJECTING A MINIMUM OF 14" FROM THE WALL, A MAXIMUM OF 17" FROM THE WALL, AND A MAXIMUM OF 17" ABOVE THE FLOOR SHALL BE PROVIDED. (1115B.4.2.1) 8. NOTE THAT CONTROLS FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS. AUTOMATIC SPRING TO LIFTED POSITION SEATS ARE NOT ALLOWED. (1115B.4.1.5, 1115B.4.1.7) 9. NOTE THAT WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. (1115B.4.1.5, 1115B.4.2.2, 1115B.4.3.1) 10. NOTE THE FORCE REQUIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER THAN 5 LBF. ELECTRONIC OR AUTOMATIC FLUSHING CONTROLS ARE ACCEPTABLE AND PREFERABLE. (1115B.4.1.5, 115B.4.2.2, 1115B.4.3.1) 11. NOTE THAT SELF- CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. (1115B.4.3.1) 12. SHOW THAT MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE NO HIGHER THAN 40" FROM THE FLOOR. (1115B.8.1) 13. IF MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE SHALL BE LOCATED WITH A USABLE SHELF NO HIGHER THAN 44" ABOVE THE FLOOR. A CLEAR FLOOR SPACE 30" BY 48" COMPLYING WITH SECTION 1118B.4 SHALL BE PROVIDED IN FRONT OF A MEDICINE CABINET TO ALLOW A FORWARD OR PARALLEL APPROACH. (1115B.8.2) 14. WHERE TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES, DISPENSERS, OR OTHER EQUIPMENT AND CONTROLS ARE PROVIDED, SHOW AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE, WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40" FROM THE FINISHED FLOOR AND SHALL COMPLY WITH SECTION 11176.6. (1115B.8.3) 15. SHOW THAT TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL WITHIN 12" OF THE FRONT EDGE OF THE TOILET SEAT, MOUNTED BELOW THE GRAB BAR AT A MINIMUM HEIGHT OF 19 ", AND 36" MAXIMUM TO THE FAR EDGE FROM THE REAR WALL DISPENSERS THAT CONTROL DEUVERY OR THAT DO NOT PERMIT CONTINUOUS PAPER FLOW SHALL NOT BE USED. (1115B.8.4, FIG 11B -1A) 16. SHOW THAT TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NON- ABSORBENT SURFACE SUCH AS PORTLAND CEMENT, CONCRETE, CERAMIC 11LE OR OTHER APPROVED MATERIAL WHICH EXTENDS UPWARD ONTO THE WALLS AT LEAST 5 ". WALLS WITHIN WATER CLOSET COMPARTMENTS AND WALLS WITHIN 24" OF THE FRONT AND SIDES OF URINALS SHALL BE SIMILARLY FINISHED TO A HEIGHT OF 48" AND, EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE A TYPE WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE. (1115B.3.1.6) D. GRAB BARS 1. SHOW THAT GRAB BARS FOR WATER CLOSETS NOT LOCATED WITHIN A COMPARTMENT SHALL COMPLY WITH SEC11ON 1115B.7 AND SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSED AND ON THE REAR WALL. (1115B.4.1.3) 2. SHOW THAT GRAB BARS FOR WATER CLOSETS LOCATED WITHIN AN ACCESSIBLE COMPARTMENT SHALL COMPLY WITH SEC11ON 11156.7 AND SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR WALL. (1115B.4.1.3) 3. SHOW THAT GRAB BARS FOR WATER CLOSETS LOCATED WITHIN AMBULATORY ACCESSIBLE COMPARTMENTS SHALL BE PROVIDED ON BOTH SIDES OF THE COMPARTMENT. (1115B.4.1.3) 4. SHOW THAT THE SIDE GRAB BARS SHALL BE 42" LONG MINIMUM, LOCATED 12" MAXIMUM FROM THE REAR WALL, AND EXTEND 54" MINIMUM FROM THE REAR WALL. THE FRONT END SHALL BE POSITIONED 24" MINIMUM IN FRONT OF THE WATER CLOSET, AND SHALL BE SECURELY ATTACHED AND CENTERED 33" ABOVE AND PARALLEL TO THE FLOOR. (11153.4.1.3.1, FIG 11B 1A & 1B) 5. SHOW THAT THE REAR GRAB BARS SHALL BE 36" LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12" MINIMUM ON ONE SIDE AND 24" MINIMUM ON THE OTHER SIDE. THE REAR GRAB BAR SHALL BE SECURELY ATTACHED AND CENTERED 33" ABOVE AND PARALLEL TO THE FLOOR, EXCEPT THAT WHERE A TANK -TYPE TOILET IS USED, WHICH OBSTRUCTS PLACEMENT AT 33 ", THE BAR MAY BE AS HIGH AS 36 ", WITH 1 -1/2" MINIMUM BETWEEN THE BAR AND TOP OF TANK. (1115B.4.1.3.2, FIG 11B -1A) 6. SHOW THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1%" TO 1%" NOMINAL, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE VA". . (1115B.7.1, FIG 11B -1C) 7. NOTE THAT THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: (1115B.7.2) 7.1. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A 250 -LB POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. (1115B.7.2.1) 7.2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF A 250 -LB POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. (1115B.7.2.2) 7.3. SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICES FROM THE APPUCA11ON OF A 250 -LB POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER HAS THE SMALLER ALLOWABLE LOAD. (1115B.7.2.3) 7.4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 250 -LB POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250 -LB POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. (11158.7.2.4) 7.5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. ( 1115B.7.2.5) 8. NOTE THAT THE GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8 ". ( 1115B.7.3) RECEIVE_ CITY OF TUKKvvil A MAY .2 3 2011 PERMIT CENTER TD1102 .A03 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. REGISTERED CHIT JAMES E. DREWS STATE OF WASHINGTON ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE n WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By JCV A/E Job Number TD1102.00 Checked By JD File Name TD1102 .A03 Project Mgr. NM Scale: AS NOTED Title: GENERAL ACCESSIBILITY. NOTES Sheet No. A0.3 PLOT DAZE 5.18.2011 5C 00 ® O 0 O O H J 0 GENERAL PROJECT NOTES 1.THESE NOTES, DIAGRAMS, AND DETAILS ARE FOR MINIMUM REQUIREMENTS ONLY. 2.ENTIRE FACILITY SHALLBE IN SUBSTANTIAL COMPLIANCE WITH THE MINIMUM REQUIREMENT OF THE AMERICAN WITH DISABILITY ACT (ADA), ACCESSIBILITY STANDINGS AND ALL LOCAL GOVERNING REGULATIONS. 3.THE CENTER OF ELECTRICAL AND COMMUNICATION SYSTEM RECEPTACLE OUTLETS SHALL BE INSTALLED NOT LESS THAN 15" ABOVE THE FLOOR OR WORKING PLATFORM. CBC SEC. 1105.4.5. 4.SIGNS & IDENTIFICATION A. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION 4.30.4 OF THE ADA. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. SEC. 4.30.6 OF THE ADA. B. HARDWARE TO BE OF THE LEVER PUSH TYP, MOUNTED 30 TO 44 INCHES ABOVE THE FLOOR, OPERABLE WITH A MAXIMUM EFFORT OF 5 LBS FOR EXTERIOR DOORS AND 5 LBS FOR INTERIOR DOORS. THE LOWER 10 INCHES OF THE DOOR IS TO BE OF SMOOTH, PLANE SURFACE (NO RECESS OR TRAP). S.CASH WRAP A. ALL CASH WRAPS ARE TO BE ACCESSIBLE TO DISABLED CUSTOMERS PER ACCESSIBILITY REQUIREMENTS. z r` -- ° A0.4 11TLE24/ ADA ACCESSIBLE CUSTOMER SIDE '� M o }- o) r c ' LINE OF HIGHEST CONTROL COUNTER, 34" HIGH MAX FOR USE BY THE PUBLIC HEIGHT COUNTER N ^ I -- N a FINISH FLOOR L M 0 � -5 O "N. O X36" QQ 54" MIN. c . o 0 0 0 0 0 0 II `�' 4' -0" I 4' -0" 4' -0" in max 12" ma ,I EMPLOYEE SIDE �� —_ �' 5B a 1 N 10 J II (\(\JI ? o, pn '' 0.4 CASHWRAP FLOOR PLAN ' -* m t FINISH FLOOR TOE CLEAR. 6" N. MIN. 14" m MIN a a M M) a 1 1 6" 24" A HANDICAP REGISTER POD NO THIS DETAIL SHOWS STATE REQUIRED MOUNTING HEIGHTS. NOT ALL EQUIPMENT SHOWN MAY BE INSTALLED. REFER TO ELEVATIONS AND DETAILS ABOVE FOR ADDITIONAL INFORMATION . N N O N MAX S -0" OF FIXTURE 11TLE24/ ADA ACCESSIBLE '' -6" GRAB BAR 1' -6" COUNTER 2' -0" MIN. � MIN. a .- I N o °� Q ¢ - c? zo Z ti a ° X- ce m m V 'a V -� I I WiTlii 1 281 �_ 1 _ _, TO EDGE 0Fi WATER CLOSET V$ j2 MAX \ / A. TOILET PAPER DISPENSER /SEAT COVER DISPENSER 1 SANITARY NAPKIN DISPOSAL B. TOILET PAPER DISPENSER /SEAT COVER DISPENSER C. WASTE RECEPTACLE /TOWEL DISPENSER DISPENSER D. MIRROR F. SOAP DISPENSER G. SANITARY NAPKIN DISPENSER H. SHOWER SOAP DISH J. TOILET PAPER DISPENSER K. GRAB BAR - INSTALL PER DETAIL 7/A7.0 L SANITARY NAPKIN DISPOSAL M. ASH TRAY N. SHOWER FOLDING SEAT 0. LAVATORY P. URINAL Q. WATERCLOSET FLUSH II 1 11 CASHWRAP ELEVATION — EMPLOYEE SIDE 1 o y x M "' 1 y ACTIVATOR ON WIDE SIDE ¢ c' •� _! 1 B 4' -0" 4' -0" • �� ' \ �/ 32" ' THIS OVERHANG THAN ' CLEAR CAN BE 12 S N ;�, Vr--1 ` o X a J a z z ° a ern 4 < o i N - AN BECAUSE NO ONE C APPROACH THE OBJECT FROM THIS DIRECTION PLAN SIGNAGE PER DETAIL 4/- 0 PLAN OF SINGLE OCCUPANCY TOILET �°`� / R [ 0� Pro I0 odd �e�- �'l/t ' C! �J I _ / �i va7-raki5 VgA,-71-ik-ae--- 1-0t1 >°; .G CANE HITS POST 1 1 1 OR PYLON BEFORE 12' -0" I i j PERSON HITS OBJECT v o l , lay- G-tolitit, 7 CASHWRAP ELEVATION — CUSTOMER SIDE ICAL- TOILCLEARANCE REQUIREMENTS N TS 411 o) A O y, B O - -- -- - g s EI t�. - -- - - " 'I -- � ACCESSIBLE RESTROOM LOCATED i�N SECON... FLOOR E ° O CASHWRAPPLAN AND ELEVATIONS 1/2"=11-0“ 6 / _l_ GREATER THAN 27 / / / / / // `!\ \ RESTROOMS o �J MEN ° WOMEN ° C UNISEX 0 ° D NOTE PROVIDE DIRECTIONAL OSIGNS WHERE REQUIRED TDZA0406 WALL — 6- TYP SIGNAGE: AND /OR NOTED ON DRAWINGS 1 1 `. 1 N 9 DOOR MOUNTED SIGNAGE: b co PULL SIDE I �. / �� �� NOTE PICTOGRAMS MAY BE DOOR — MOUNTED N AND /OR LETTERING PROVIDED ON SIGNAGE �`- ::_ WOMEN 0 SHOP DRAWING AND AT SIGNS WHERE FOR REF. ONLY) ,� -- AT , ' MEN UNISEX 0 NZ �z * I ��/ ,` 1 A 12 MAX CANE RANGE NOTE: CONTRACTOR SHALL PROVIDE SUBMITTAL SHOWING NUMBER, LOCATION, FOR EACH SIGN. PROVIDE DIRECTIONAL ARROWS REQUIRED (ARROWS SHOWN HERE WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR -SWING MOUNT 60" TO CENTERLINE OF SIGN FROM/ FLOOR VERBAGE —__ 1 1 32" MIN. ? -t --FACE OF STOP .;--.4,- ` — - DOOR IN SERIES ELEVATION I32 PUSH SIDE IN /` � _ - - -- A N =_� -- °- r,. `•.' ; ; / ; ; ! a a DOQR LEAF -_ fir:- 36 MINIMUM © DOORS AT ADJACENT WALLS PROTRUDING OBJECTS N.T.S. %� 0 I 90' 24" MIN * NOTE: LETTERING RAISED 1/32" HEIGHT OF LETTERING _� ,, 1/ 1 i 48 INIMUM IF DOOR HAS A CLOSER ODOOR CLEARANCES LATCH APPROACH 48" 48 MIN. 48 MIN. 48" t 1 SHALL BE 5/8" MIN. TO 2 MAX. USE ONLY UPPER CASE CHARACTERS �` �� `. -- CORRESPONDING BRAILLE 3/8" BELOW FLUSH GRADE 11 BRAILLE. SHALL BE PLACED AND A MAX. OF 1/2" THE TACTILE CHARACTERS; OR CENTERED A MIN. OF DIRECTLY LEVEL AREA - MAXIMUM SLOPE 1:48 t. z -4- t,'_/ ; PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH A LATCH AND A CLOSER © o (n a N = N = ¢ 1 I MIN 32 CLR. 1 I I - - ''�' �� • - - 36" MIN. • =��C "- -- r - — — PULL SIDE z _ 0 PULL SIDE 24" MIN. CLEAR f� ® EXTERIOR DOORS z_ m �� THIS 130= a •-m �� z o CD j ADDITIONAL LTDHO(1)30111-T EQUIPPED I A LATCH AND A CLOSER TOILET ROOM SIGNS N.T.S. 4 >rz --4C,:_____ -�_ ♦ ...Ma. - , I 1 z CAD o N J m 24" CLR ®EX -ERIOR i ■ i' II�!il1, LE R 181A111. C A AT IN DOORS TDZA0404 I BOTH DOORS OPEN CUT Q DOORS AT OPPOSITE WALLS 18" 1 CLR ® INTRIOR :REVIEWED FOR ..BODE COPL�: IN City O �u iia BUILDING T y 0 ■► I PUSH SIDE Z �I- Z a) a0 © O PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED VESTIBULE CONDITIONS WITH BOTH A LATCH _•./ iM'' .... -- " " ��1>v AND A CLOSER O !�+ PUSH SIDE I ENTRANCE ° OA EXIT BUT STAIR DOWN ° © BUT EXIT STAIR UP ROUTE o O i> ° " " 12 6" TYP 54" MIN. -- — FRONT APPROACH 0 HINGE APPROACH Co o �_. D1U1S10i� DOOR CLEARANCE _ - 00 _ -- a CLEARANCE AT DOORS IN N 32" MIN. �� Z ^V� i, °° 1 1 ��7a1 36" MIN. p �` II 0 CC o o . ,V I, `��7v 60" MIN. iii I�, 1 � NOT AN STORAGE EXIT O ROOM O OFFICE ° ELECTRICAL EMPLOYEE O ROOM O LOUNGE ° ° O SHOP DRAWING a PO F\ = = o w = Lu re a ` RECEIV§p- CITY OF TU LA rIA! _� 2011 HARDWARE In 6 NOTE: CONTRACTOR SHALL PROVIDE SUBMITTAL SHOWING NUMBER, FOR EACH SIGN. LOCATION, AND VERBAGE AT SIGNS WHERE FOR REF. ONLY) K) v v, ''■ , �, �� 4.4., 4/ Ai ' MINIMUM CLEAR WIDTH MINIMUM CLEAR FOR SINGLE WHEELCHAIR FOR TWO WHEELCHAIR 60" MIN. 12" MINI y 36" MIN. WIDTH rig" MIN. © PROVIDE DIRECTIONAL ARROWS REQUIRED (ARROWS SHOWN HERE WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR -SWING a MOUNT AT 60 TO CENTERLINE OF SIGN FROM FLOOR ' - -- - �` --- -- is •' `. , ` , / % , A / / / , o `• y ` / a PERMIT CERI'iER ----• OPERABLE WITHOUT GRASPING MAX EFFORT FOR EXTERIOR DOORS = 5 LBS MAX EFFORT FOR INTERIOR DOORS = 5 LBS REQUIRED FIRE DOORS, MAX EFFORT = 15 LBS PUSH SIDE cm. CD ,., ...,*4 ' ` a '� i II 42 MIN. II 42 MIN. 42" 42" �� v co LETTERING RAISED 1/32" HEIGHT OF LETTERING SHALL BE 5/8 MIN. - ;r: �/ 1 i / �10" KICKPLATE OR SMOOTH FULL WIDTH OF DOOR THRESHOLD 36" MIN. 48" OR GREATER 36" " I 44 ® SALES FLOOR UPPER CASE CHARACTERS `�� BRAIL ` - - ---� BRAILLE 3/8" BELOW OR CENTERED EPSHA L ER LA SHALL BE PLACED THE A MAX. OF 1/2" THE TACTILE CHARACTERS; E BAAMIN. A MIN. OF DIRECTLY FLUSH L TURN 44" ® SALES FLOOR LESS THAN 48" " TURNS AROUND AN OBSTRUCTION so DIAMETER SPACE - SHTURNSSPACE FOR 1/2 "MAX HEIGHT +1/4 " -1/2" SLOPE = 01 • •900 CORRIDOR CONDITIONS WHEELCHAIR TURNING SPACE SECTION h © DOOR HARDWARE 0 0 c STANDARD ACCESSIBILITY REQUIREMENTS N.T.S. ACCESSIBLE ROOM SIGNS N.T.S. DISABLED ACCESS DOOR REQUIREMENTS N.T.S. 1DZA0405 5 �2 7 TD1102. A04 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects. Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. REGISTERED RCH JAMES E. DRESS'S STATE OF WWASHINGTON ISSUED FOR: DATE PRE BID/ BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE AREV 1 - BLDG. DEPT. RESUB. 05.18.11 n n n A A A n n n WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By JCV Checked By JD A/E Job Number TD1102.00 File Name TD1102_404 Project Mgr. NM Scale: AS NOTED Title: GENERAL ACCESSIBILITY REQUIREMENTS & DETAILS Sheet No. A0.4 PLOT DATE 5.18.2011 DIVISION 1: GENERAL REQUIREMENTS FOR SUSTAINABLE PRACTICES SECTION 01110 SUMMARY OF WORK A. DEFINITIONS A.1. OWNER: LEASING TENANT OF SPACE BEING IMPROVED UNDER THIS CONTRACT OR THEIR CONSTRUCTION MANAGER. A.2. BUILDING MANAGER: BUILDING LANDLORD. A.3. OWNER / REPRESENTATIVE: A FIRM RETAINED BY THE OWNER TO ADMINISTER THE CONTRACT FOR CONSTRUCTION, INCLUDING PROCESSING OF SUBMITTALS, PAY APPLICATIONS, PUNCH USTS, AND OTHER CONSTRUCTION ADMINISTRATION DUTIES. A.4. CONSTRUCTION MANAGER: "OWNER REPRESENTATIVE" DURING CONSTRUCTION B. SPECIAL WORK REQUIREMENTS: B.1. OBTAIN A COPY OF, AND COMPLY WITH, ALL DESIGN & CONSTRUCTION REQUIREMENTS OF THE BUILDING LANDLORD. NOTIFY THE OWNER/ REPRESENTATIVE IMMEDIATELY IN THE EVENT THAT LANDLORD'S REQUIREMENTS CONFLICT WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS. B.2. LIMIT USE OF PREMISES TO ONLY THOSE AREAS INVOLVED IN THE CONSTRUCTION OPERATIONS AND AS REQUIRED FOR ACCESS. B.3. COORDINATE USE OF PREMISES UNDER DIRECTION OF THE OWNER, AND IN ACCORDANCE WITH THE REQUIREMENTS OF JURISDICTIONAL CODE AUTHORITIES. B.4. OWNER OCCUPANCY REQUIREMENTS: OWNER RETAINS THE RIGHT TO OCCUPY THE EXISTING ADJACENT PORTIONS OF THE PREMISES DURING ENTIRE PERIOD OF CONSTRUCTION. COOPERATE WITH THE OWNER TO MINIMIZE CONFUCT, AND FACIUTATE OWNER'S OPERATIONS. B.5. PERFORM WORK IN OWNER OCCUPIED AREAS ONLY WHILE THE FACIUTY IS CLOSED, UNLESS APPROVED OTHERWISE. C. SEPARATE WORK: C.1. CERTAIN ITEMS WILL BE FURNISHED AND INSTALLED BY OTHERS. REFER TO THE RESPONSIBILITY MATRIX ON THE DRAWINGS. C.2. PERFORM WORK SO AS TO ALLOW THE PERFORMANCE OF WORK BY OTHER CONTRACTORS. D. ITEMS FURNISHED BY OWNER FOR INSTALLATION BY THE CONTRACTOR: D.1. CERTAIN ITEMS WILL BE FURNISHED FOR INSTALLATION BY THE CONTRACTOR. REFER TO THE RESPONSIBIUTY MATRIX ON THE DRAWINGS. COORDINATE WORK TO FACILITATE INSTALLATION OF THESE ITEMS. D.2. OWNER RESPONSIBILITIES: D.2.1. ARRANGE FOR AND DEUVER SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES TO CONTRACTOR AS APPROPRIATE. D.2.2. ARRANGE AND PAY FOR PRODUCT DEUVERY TO SITE. D.2.3. UPON DELIVERY, INSPECT PRODUCTS JOINTLY WITH CONTRACTOR. D.2.4. SUBMIT CLAIMS FOR TRANSPORTATION DAMAGE. D.2.5. ARRANGE FOR REPLACEMENT OF DAMAGED, DEFECTIVE, OR MISSING ITEMS. D.2.6. ARRANGE FOR MANUFACTURERS' WARRANTIES, INSPECTIONS, AND SERVICE. D.3. CONTRACTOR'S RESPONSIBIUTTES: D.3.1. REVIEW SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES WHEN FURNISHED. D.3.2. RECEIVE AND UNLOAD PRODUCTS AT SITE; INSPECT FOR COMPLETENESS, FOR DAMAGE, JOINTLY WITH OWNER. D.3.3. HANDLE, STORE, PROTECT, INSTALL AND FINISH PRODUCTS. D.3.4. REPAIR OR REPLACE ITEMS DAMAGED BY WORK OF THIS CONTRACT. D.3.5. COORDINATION: D.3.5.1. COORDINATE WORK OF ALL TRADES TO ASSURE EFFICIENT AND ORDERLY SEQUENCE OF INSTALLATION OF CONSTRUCTION ELEMENTS, WITH PROVISIONS FOR ACCOMMODATING ITEMS INSTALLED LATER. D.3.5.2. COORDINATE SPACE REQUIREMENTS FOR SPRINKLER, MECHANICAL & ELECTRICAL SYSTEMS. MAKE RUNS PARALLEL WITH LINES OF BUILDING. UTILIZE SPACES EFFICIENTLY, AND MAXIMIZE ACCESSIBIUTY FOR MAINTENANCE, REPAIR, AND OTHER INSTALLATIONS. D.3.5.3. COORDINATE WORK OF ALL DESIGN /BUILD SUBCONTRACTORS WITH OTHER WORK INDICATED ON THE DRAWINGS. EXISTING U11U11ES: THE ARCHITECT OR THE OWNER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF EXISTING U11UTY LINE INFORMATION. UIIUTY INFORMATION SHALL BE VERIFIED BY THE CONTRACTOR. D.3.6.2. UNLESS OTHERWISE REQUIRED, MAINTAIN ALL EXISTING UTILITIES UNDISTURBED DURING PROGRESS OF WORK. D.3.6.3. WHERE TEMPORARY UTILITY SHUTDOWN IS REQUIRED FOR THE PERFORMANCE OF THE WORK, SCHEDULE AND COORDINATE WITH THE OWNER /BUILDING MANAGER. SHOULD THE CONTRACTOR IN THE PERFORMANCE OF THE WORK, DISTURB, DISCONNECT OR DAMAGE ANY EXISTING ANY EXISTING UITUIIES REQUIRED TO REMAIN IN SERVICE, ALL EXPENSE ARISING FROM SUCH DISTURBANCE, REPLACING OR REPAIR THEREOF SHALL BE BORNE BY THE CONTRACTOR. D.3.6.4. MAINTAIN AND OPERATE UTIUI1ES SYSTEMS TO ASSURE CONTINUOUS SERVICE, EXCEPT AS OTHERWISE APPROVED BY THE OWNER /BUILDING MANAGER. GIVE NOT LESS THAN 7 DAYS NOTICE OF PROPOSED UTILITY SHUTDOWNS. D.3.6.5. OBTAIN APPROVAL FROM THE OWNER/BUILDING MANAGER PRIOR TO CUTTING ANY U11UTY LINES. D.3.6. D.3.6.1. SECTION 01330 SUBMITTAL PROCEDURES (AS REQUIRED) A. A. SUBMITTAL PROCEDURE: A.1. NO SUBST1TIONS NOR DEVIATIONS FROM SPECIFIED PRODUCTS WILL BE ACCEPTED. LEAVE SPACE FOR CONTRACTOR AND OWNER / REPRESENTATIVE REVIEW STAMPS. A.2. REVIEW AND SIGN EACH SUBMITTAL PRIOR TO SUBMITTAL TO THE OWNER / REPRESENTATIVE. UNSIGNED SUBMITTALS WILL BE RETURNED UN- REVEALED. A.3. UNLESS SPECIFIED OTHERWISE, SUBMIT THE NUMBER OF SUBMITTALS THE CONTRACT REQUIRES. A.4. TRANSMIT EACH ITEM TO THE OWNER / REPRESENTATIVE UNDER AIA FORM G810, UNLESS APPROVED OTHERWISE. INCLUDE PROJECT NAME, CONTRACTOR NAME, SUBCONTRACTOR OR SUPPUER NAME, AND DRAWING SHEET, DETAIL NUMBER, OR SPECIFICATION SECTION NUMBER CORRESPONDING TO THE SUBMITTAL AS APPROPRIATE. A.5. TRANSMIT IDENTICAL COPY, IN SAME QUANTITY, TO OWNER'S CONSTRUCTION MANAGER SIMULTANEOUSLY. A.6. MAKE SUBMITTALS AS REQUIRED TO CAUSE NO DELAY IN THE WORK. ALLOW SUFFICIENT TIME FOR POSSIBLE REVISION AND RESUBMITTAL OF REJECTED SUBMITTALS. COORDINATE SUBMITTAL OF RELATED ITEMS. REVISE AND RESUBMIT REJECTED SUBMITTALS AS REQUIRED TO OBTAIN APPROVAL, IDENTIFYING CHANGES MADE SINCE PREVIOUS SUBMITTAL B. SHOP DRAWINGS, DESIGN -BUILD DRAWINGS, PRODUCT DATA AND SAMPLES: B.1. SHOP DRAWINGS B.1.1. NUMBER OF COPIES: UNLESS OTHERWISE SPECIFIED, SUBMIT TO THE OWNER / REPRESENTATIVE ONE LEGIBLE RIGHT - READING REPRODUCIBLE AND ONE COPY FOR REVIEW, EXCEPT THAT SHOP DRAWINGS 11 "X17" OR SMALLER MAY BE SUBMITTED IN THE FORM OF TWO BLACKUNE OR ELECTROSTATIC BOND COPIES. B.1.2. UNLESS SPECIFIED OTHERWISE, DRAWINGS SHALL SHOW QUANTITIES, MATERIALS, METHODS OF ASSEMBLY, ADJACENT CONSTRUCTION, DIMENSIONS, AND ALL OTHER APPROPRIATE INFORMATION TO FULLY ILLUSTRATE THE WORK. B.1.3. G.C. TO SUBMIT SPRINKLER SHOP DWGS AND FIRE ALARM SHOP DRAWINGS TO CONSTRUCTION PROJECT MANAGER FOR REVIEW. B.2. PRODUCT DATA: B.2.1. MARK EACH COPY TO IDENTIFY APPUCABLE PRODUCTS, MODELS, OPTIONS AND OTHER DATA; SUPPLEMENT MANUFACTURE'S STANDARD DATA TO PROVIDE INFORMATION UNIQUE TO THE WORK. B.2.2. SUBMIT THE NUMBER OF COPIES THAT THE OWNER / REPRESENTATIVE REQUIRES. B.3. SAMPLES: B.4. SUBMIT SAMPLES AS SPECIFIED IN THE TECHNICAL SECTIONS. B.5. INCLUDE IDENTIFICATION ON EACH SAMPLE GIVING FULL INFORMATION. B.6. SUBMIT THREE SAMPLES, ONE OF WHICH WILL BE RETAINED BY THE OWNER / REPRESENTATIVE, UNLESS INDICATED OTHERWISE IN THE TECHNICAL SECTION. C. CERTIFICATES: SUBMIT THE ORIGINAL SIGNED VERSION TO THE OWNER / REPRESENTATIVE. SECTION 01352 SUSTAINABLE PRACTICE REQUIREMENTS A. SUMMARY A.1. THIS SECTION INCLUDES GENERAL REQUIREMENTS AND PROCEDURES FOR SUSTAINABLE DESIGN GUIDELINES B. RELATED SECTIONS B.1. RELATED SECTIONS INCLUDE THE FOLLOWING: B.1.1. SEC11ON 01440 - CONSTRUCTION INDOOR AIR QUALITY MANAGEMENT B.1.2. SECTION 01430 - CONSTRUCTION WASTE MANAGEMENT B.2. DEFINITIONS B.2.1. RECYCLED CONTENT: THE PERCENTAGE BY WEIGHT OF CONSTITUENTS THAT HAVE BEEN RECOVERED OR OTHERWISE DIVERTED FROM THE SOUD WASTE STREAM, EITHER DURING THE MANUFACTURING PROCESS (PRE - CONSUMER OR POST- INDUSTRIAL), OR AFTER CONSUMER USE (POST - CONSUMER). B.2.2. PRE - CONSUMER (POST - INDUSTRIAL) RECYCLED CONTENT COMES FROM PROCESS WASTE THAT ONE INDUSTRY HAS SOLD OR TRADED WITH ANOTHER THROUGH THE MARKETPLACE. THIS DEFINITION DOES NOT INCLUDE IN -HOUSE TRIMMINGS, WHICH ARE NORMALLY FED BACK INTO THE SAME MANUFACTURING PROCESS. POST- CONSUMER RECYCLED CONTENT COMES FROM CONSUMER WASTE, MUCH OF .WHICH COMES FROM RESIDENTIAL CURBSIDE RECYCUNG PROGRAMS FOR ALUMINUM, GLASS, PLASTIC AND PAPER. TO BE A FEEDSTOCK THE RAW MATERIALS NEED TO HAVE SERVED A USEFUL PURPOSE OR CONTENT BEFORE BEING USED AGAIN B.2.3. SCRAPS, SPILLS OR OTHER WASTE FROM THE ORIGINAL MANUFACTURING PROCESS THAT ARE COMBINED WITH OTHER CONSTITUENTS AFTER A MINIMAL AMOUNT OF REPROCESSING FOR USE IN THE FURTHER PRODUCTION OF THE SAME PRODUCT ARE NOT RECYCLED MATERIALS. 8.3. REGIONAL MATERIALS: MATERIALS THAT ARE HARVESTED (EXTRACTED OR RECOVERED), PROCESSED AND MANUFACTURED WITHIN A RADIUS OF 500 MILES FROM THE PROJECT LOCATION B.4. COMPOSITE WOOD AND AGRI-F1BER BOARD: MANUFACTURED MATERIALS MADE FROM WOOD OR AGRICULTURAL FIBERS MANUFACTURED WITH BONDING AGENTS. COMPOSITE WOOD MATERIALS INCLUDE PARTICLE BOARD, MEDIUM DENSITY FIBERBOARD (MDF), PLYWOOD, STRAWBOARD, WHEATBOARD, PANEL SUBSTRATES AND DOOR CORES. C. SUBMITTALS C.1. GENERAL IT IS THE INTENT OF THESE SPECIFICATIONS TO OUTLINE THE REQUIRED DOCUMENTATION FOR A SUSTAINABLE DESIGN USING LEED AS GUIDEUNES. GENERAL CONTRACTOR SHALL DOCUMENT THESE GUIDELINES AS NOTED AND SHALL BE PREPARED TO PROVIDE DOCUMENTATION WHEN REQUESTED BY OWNER AND /OR REPRESENTATIVES. SUBMITTAL TO LEED FOR CERTIFICATION IS NOT REQUIRED C.2. PROJECT MATERIALS COST DATA: PROVIDE THE NECESSARY COST DATA REQUESTED ON THE LEED MATERIALS CALCULATOR (SAMPLE PROVIDED), INCLUDING THE TOTAL PROJECT MATERIALS COST AND ITEMIZED COSTS OF SPECIFIC MATERIALS BEING TRACKED FOR LEED CREDITS. ALL MATERIAL COSTS EXCLUDE LABOR AND EQUIPMENT AND THE TOTAL MATERIALS COST IS EXCLUSIVE OF SPECIALTIES, CONVEYING SYSTEMS AND MECHANICAL AND ELECTRICAL COMPONENTS. C.3. CONSTRUCTION WASTE MANAGEMENT - DIVERT 75% FROM LANDFILL C.3.1. COMPLY WITH DIVISION 1 SECTION 01430 "CONSTRUCTION WASTE MANAGEMENT" C.3.2. CONSTRUCTION WASTE MANAGEMENT PLAN. C.3.3. COMPLETE CONSTRUCTION WASTE CALCULATIONS TO INDICATE THAT AT LEAST 75% OF CONSTRUCTION, DEMOLITION, AND PACKAGING DEBRIS HAS BEEN RECYCLED AND /OR SALVAGED. C.3.4. ITEMIZED WASTE HAULING CERTIFICATES /RECEIPTS FOR ALL WASTE REMOVED FROM THE C.3.5. PROJECT SITE AND DOCUMENTATION OF RECYCUNG RECOVERY RATE FOR OFF -SITE SORTING FACILITIES (IF WASTE IS COMMINGLED). C.4. RECYCLED CONTENT. CUT SHEET, PRODUCT LITERATURE OR LETTER FROM MANUFACTURER THAT CLEARLY INDICATES THE PERCENTAGE BY WEIGHT OF POST- CONSUMER AND PRE - CONSUMER (POST - INDUSTRIAL) RECYCLED CONTENT. MATERIAL COST. REGIONAL MATERIALS SHALL BE USED WHEN POSSIBLE AND AS APPUCABLE. CUT SHEET, PRODUCT UTERATURE OR LETTER FROM MANUFACTURER INDICATING THE LOCATION OF HARVEST, PROCESSING AND MANUFACTURER. C.5. PRODUCT DATA AND MATERIAL SAFETY DATA SHEETS (MSDS) FOR ALL PAINTS AND COATINGS USED INSIDE THE BUILDING'S MOISTURE BARRIER INDICATING THE VOC CONTENT OF EACH PRODUCT AND VERIFYING THAT EACH PRODUCT MEETS THE REQUIREMENTS C.6. UST OF ALL INSTALLED PAINTS INCLUDING MANUFACTURER, QUANTITY USED IN GALLONS AND VOC CONTENT. C.7. LOW - EMITTING MATERIALS, FLOORING (CARPET): CUT SHEETS OF LETTER FROM MANUFACTURER CLEARLY INDICATING THAT ALL CARPET PRODUCTS MEET THE GREEN LABEL TEST PROGRAM REQUIREMENTS. C.8. LOW - EMITTING MATERIALS, COMPOSITE WOOD: CUT SHEETS CLEARLY INDICATING THE BONDING AGENTS USED FOR EACH COMPOSITE WOOD AND AGRI -FIBER PRODUCT AND ASSEMBLY USED IN THE PROJECT AND DEMONSTRATING THAT NO ADDED UREA - FORMALDEHYDE RESINS ARE USED IN THESE PRODUCTS D. PRODUCTS D.1. SUMMARY OF REFERENCE STANDARDS AND REQUIREMENTS FOR SUSTAINABLE PRACTICE, INDOOR ENVIRONMENTAL QUALITY - LOW EMITTING MATERIALS. D.2. ADHESIVES AND SEALANTS D.2.1. DHESIVES, SEALANTS, AND SEALANT PRIMERS USED ON THE INTERIOR OF THE BUILDING SHALL COMPLY WITH THE VOC LIMITS OF THE SOUTH COAST RULE #1168 BY THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT, DATED JULY 1, 2005 (WWW.AQMD.GOV /RULES /REG /REG11 /R1168.PDF) D.2.2. VOC LIMITS IN GRAMS PER LITER FOR ADHESIVES AND SEALANTS USED ON INTERIOR OF BUILDING ARE AS FOLLOWS: PRODUCT TYPE SEALANTS: ARCHITECTURAL POROUS ARCHITECTURAL SEALANT PRIMER NON- POROUS ARCHITECTURAL SEALANT PRIMER ARCHITECTURAL ADHESIVES APPUCATIONS INDOOR CARPET ADHESIVES CARPET PAD ADHESIVES OUTDOOR CARPET ADHESIVES WOOD FLOORING ADHESIVES RUBBER FLOOR ADHESIVES SUBFLOOR ADHESIVES CERAMIC TILE INSTALLATION VCT AND ASPHALT TILE ADHESIVES DRY WALL AND PANEL ADHESIVES COVE BASE INSTALLATION MULTIPURPOSE CONSTRUCTION ADHESIVE STRUCTURAL GLAZING ADHESIVES SUBSTRATE SPECIFIC APPUCATTONS METAL TO METAL PLASTIC FOAMS POROUS MATERIAL EXCEPT WOOD WOOD FIBERGLASS SPECIALTY APPLICATIONS PVC WELDING CPVC WELDING ABS WELDING PLASTIC CEMENT WELDING ADHESIVE PRIMER FOR PLASTIC CONTACT AD SPECIAL PURPOSE CONTACT ADHESIVES STRUCTURAL WOOD MEMBER ADHESIVE SHEET APPLIED RUBBER LINING OPERATIONS TOP AND TRIM ADHESIVE VOC UMIT G/L (LESS WATER) 250 775 250 50 50 50 100 60 50 65 50 50 50 70 100 30 50 50 30 80 510 490 325 350 550 80 250 140 850 250 D.2.3. AEROSOL ADHESIVES SHALL COMPLY WITH THE GREEN SEAL STANDARD FOR COMMERCIAL ADHESIVES GS -36, AS NOTED BELOW: AEROSOL ADHESIVES GENERAL PURPOSE MIST SPRAY 65% VOCS BY WEIGHT GENERAL PURPOSE WEB SPRAY 55%VOCS BY WEIGHT SPECIAL PURPOSE AEROSOL ADHESIVES (ALL TYPES) 70% VOCS BY WEIGHT WATERPROOFING CONCRETE /MASONRY SEALERS 70% VOCS BY WEIGHT D.3. PAINTS AND COATINGS D.3.1. PAINTS APPUED ON THE INTERIOR OF THE BUILDING SHALL COMPLY WITH GREEN SEAL PRODUCT SPECIFIC ENVIRONMENTAL REQUIREMENTS (WWW.GREENSEALORG /CERTIFICATION /STAN DARDS /PAINTS- GS11.PDF). D.3.1. ARCHITECTURAL PAINTS COATING AND PRIMERS APPLIED TO INTERIOR WALLS AS WELL AS AND-CORROSIVE PAINTS APPLIED TO INTERIOR FERROUS METAL SHALL NOT EXCEED THE VOC UMITS AS PUT FORTH GREEN SEAL STANDARD GS -11 D.3.2. THE GREEN SEAL STANDARD IS INTENDED FOR PAINTS AND ANTI - CORROSIVE PAINTS. BOTH INTERIOR AND EXTERIOR PAINTS ARE ADDRESSED BY THE STANDARD, BUT ONLY UMITS FOR INTERIOR PAINTS APPLY TO A LEED PROJECT. LIMITS ON VOCS IN GRAMS PER LITER FOR PAINTS AND ANTI- CORROSIVE PAINTS ARE AS FOLLOWS: VOC OMIT (G /L) INTERIOR COATINGS EXTERIOR COATINGS ANTI- CORROSIVE NON -FLAT FLAT NON -FLAT FLAT GLOSS SEMI -GLOSS FLAT 150 50 200 100 250 250 250 D.3.3. CLEAR WOOD FINISHES, FLOOR COATINGS, STAIN, SEALERS AND SHELLACS APPLIED TO INTERIOR ELEMENTS SHALL COMPLY WITH THE VOC IMITS SET FORTH IN THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE 1113, ARCHITECTURAL COATINGS, DATED JANUARY, 2004 CLEAR WOOD FINISH VARNISH LAQUER FLOOR COATINGS SEALERS WATERPROOF SEALERS SANDING SEALERS ALL OTHER SEALERS STAINS SHELLACS CLEAR PIGMENTED VOC LIMIT (G /L) 350 550 100 250 275 200 250 730 250 D.4. CARPET D.4.1. ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF THE CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM. D.4.2. ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM. ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF EQ CREDIT 4.1: VOC UMIT OF 50 G /L. D.4.3. ALL OF THE RESIUENT FLOORING IN THE BUILDING INTERIOR MUST BE CERTIFIED AS COMPLIANT WITH THE FLOORSCORE STANDARD (CURRENT AS OF THE DATE OF THE LEED RATING SYSTEM, OR MORE STRINGENT VERSION) BY AN INDEPENDENT THIRD- PARTY. D.4.4. 11LE SETTING ADHESIVES AND GROUT MUST MEET SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) RULE #1168. VOC OMITS ARE USTED BELOW AND CORRESPOND TO AN EFFECTIVE DATE OF JULY 1, 2005 AND RULE AMENDMENT DATE OF JANUARY 7, 2005. CERAMIC TILE ADHESIVE: GROUT AND MORTAR: 65 G/L 250 G/L D.5. COMPOSITE WOOD D.5.1. ALL COMPOSITE WOOD AND AGRI -FIBER PRODUCTS INSTALLED INSIDE THE EXTERIOR MOISTURE BARRIER SHALL CONTAIN NO ADDED UREA - FORMALDEHYDE RESIN. SECTION 01430 CONSTRUCTION WASTE MANAGEMENT FOR SUSTAINABLE PRACTICE A. GENERAL - AS REQUIRED FOR REMOVAL OF DEMOLITION AND OR NEW CONSTRUCTION DEBRIS B. RELATED DOCUMENTS B.1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND OTHER DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SEC11ON. THIS SECTION DESCRIBES DEMOLITION AND CONSTRUCTION WASTE MANAGEMENT AND RECYCUNG GOALS AND INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR THE DEVELOPMENT AND EXECUTION OF A CONSTRUCTION WASTE MANAGEMENT PLAN. RELATED SECTIONS INCLUDE THE FOLLOWING: B.1.1. DIVISION 1 SECTION "ENVIRONMENTAL PROCEDURES" FOR ADMINISTRATIVE PROCEDURES TO ACHIEVE ENVIRONMENTAL GOALS FOR THE WORK. B.1.2. DIVISION 1 SECTION "TEMPORARY FACIUTIES AND CONTROLS" REQUIREMENTS FOR INSTALLATION, MAINTENANCE AND REMOVAL OF TEMPORARY UTILITIES, CONTROLS, AND FACILITIES DURING CONSTRUCTION. B.1.3. DIVISION 2 SECTION "SITE DEMOUT1ON" REQUIREMENTS FOR SALVAGE AND RECYCUNG OF DEMOUTTON DEBRIS. C. CONSTRUCTION WASTE MANAGEMENT GOALS C.1. THE OWNER HAS ESTABLISHED THAT THIS PROJECT SHALL GENERATE THE LEAST AMOUNT OF WASTE POSSIBLE AND THAT PROCESSES THAT ENSURE THE GENERATION OF AS LITTLE WASTE AS POSSIBLE DUE TO ERROR, POOR PLANNING, BREAKAGE, MISHANDUNG, CONTAMINATION, OR OTHER FACTORS SHALL BE EMPLOYED. C.2. OF THE INEVITABLE WASTE THAT IS GENERATED, AS MANY OF THE WASTE MATERIALS AS ECONOMICALLY FEASIBLE SHALL BE REUSED, SALVAGED, OR RECYCLED. WASTE DISPOSAL IN LANDFILLS SHALL BE MINIMIZED. C.3. DIVERSION GOAL DIVERT 75% OF TOTAL PROJECT WASTE FROM THE LANDFILL (A MINIMUM 50% OF TOTAL PROJECT WASTE SHALL BE DIVERTED FROM THE LANDFILL) C.4. WITH REGARD TO THESE GOALS THE CONTRACTOR SHALL DEVELOP, FOR THE OWNER AND ARCHITECTS REVIEW, A WASTE MANAGEMENT PLAN FOR THIS PROJECT. D. SUBMITTALS D.1. CONSTRUCTION WASTE MANAGEMENT PLAN D.2. PERIODIC AND FINAL SUMMARY REPORT OF WASTE MATERIALS RECYCLED, SALVAGED AND LANDFILLED. D.3. WEIGHT TICKETS FOR ALL WASTE MATERIALS REMOVED FROM THE SITE DURING DEMOLITION AND CONSTRUCTION. E. CONSTRUCTION WASTE MANAGEMENT PLAN E.1. DRAFT WASTE MANAGEMENT PLAN: PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, OR PRIOR TO ANY WASTE REMOVAL, WHICHEVER OCCURS SOONER, THE CONTRACTOR SHALL MEET WITH THE OWNER DESIGNATED REPRESENTATIVES) AND ARCHITECT TO DISCUSS PREPARATION OF A DRAFT WASTE MANAGEMENT PLAN. THE DRAFT PLAN SHALL CONTAIN THE FOLLOWING: E.1.1. ANALYSIS OF THE PROPOSED JOBSITE WASTE TO BE GENERATED. INCLUDE THE TYPES OF MATERIAL TO BE GENERATED AND ESTIMATED QUANTITY OF EACH MATERIAL (IN TONS). E.1.2. LANDFILL OPTIONS: ESTIMATED COST OF DISPOSING OF ALL PROJECT WASTE IN TRANSFER STA11ON(S) /LANDFILL(S), NAME OF TRANSFER STATION(S)/LANDFILL(S) WHERE PROJECT WASTE WOULD NORMALLY BE DISPOSED OF AND UPPING FEES. ESTIMATED COST OF TRANSPORTATION AND OTHER RELEVANT COSTS AND FEES. E.1.3. ALTERNATIVES TO LANDFILLING: A LIST OF EACH MATERIAL PROPOSED TO BE SALVAGED OR RECYCLED DURING THE COURSE OF THE PROJECT. THE UST OF THESE MATERIALS IS TO INCLUDE, AT A MINIMUM, THE FOLLOWING MATERIALS: A. CONCRETE B. ASPHALT J. METALS K. GYPSUM WALLBAORD C. BRICKS L CARPET D. CONCRETE MASONRY UNITS (CMU) M. PAINT E. LANCLEARING DEBRIS N. PLASTIC F. CLEAN DIMENSION WOOD 0. GLASS G.PLYWOOD, OSB, AND PARTICLE BDP. RIDGED FOAM INSULATION H. CARDBOARD Q. BEVERAGE CONTAINERS I. PAPER E.1.4. MATERIAL HANDLING PROCEDURES: A DESCRIPTION OF THE MEANS BY WHICH ANY WASTE MATERIALS IDENTIFIED IN ITEM (3) ABOVE WILL BE PROTECTED FROM CONTAMINATION, AND A DESCRIPTION OF THE MEANS TO BE EMPLOYED IN RECYCUNG THE ABOVE MATERIALS CONSISTENT WITH REQUIREMENTS FOR ACCEPTANCE BY DESIGNATED FACIUTIES. E.1.5. TRANSPORTATION: A DESCRIPTION OF THE MEANS OF TRANSPORTATION OF THE RECYCLABLE MATERIALS (WHETHER MATERIALS WILL BE SITE - SEPARATED AND SELF - HAULED TO DESIGNATED CENTERS, OR WHETHER MIXED MATERIALS WILL BE COLLECTED BY A WASTE HAULER AND REMOVED FROM THE SITE) AND DESTINATION OF MATERIALS. THE FINAL DESTINATION MUST BE APPROVED BY OWNER DESIGNATED REPRESENTATIVE(S). E.1.6. SOURCE REDUCTION: UST PROCESSES THAT MINIMIZE WASTE SUCH AS WORKING WITH SUPPLIERS TO TAKE BACK OR BUY BACK SUBSTANDARD, REJECTED OR UNUSED ITEMS AND TO DELIVER SUPPLIES USING RETURNABLE PALLETS AND CONTAINERS. ALSO INCLUDE PROCEDURES TO MINIMIZE BREAKAGE, MISHANDUNG, CONTAMINATION, AND OTHER FACTORS THAT REDUCE JOB SITE WASTE. E.1.7. MEETINGS: A DESCRIPTION OF THE REGULAR MEETINGS TO BE HELD TO ADDRESS WASTE MANAGEMENT. CONTRACTOR SHALL CONDUCT CONSTRUCTION WASTE MANAGEMENT MEETINGS. MEETINGS SHALL INCLUDE SUBCONTRACTORS AFFECTED BY THE WASTE MANAGEMENT PLAN AS WELL AS OWNER DESIGNATED REPRESENTATIVE(S). AT A MINIMUM, WASTE MANAGEMENT GOALS AND ISSUES SHALL BE DISCUSSED AT THE FOLLOWING MEETINGS: PRE -BID MEETING, PRE - CONSTRUCTION MEETING, AND REGULARLY SCHEDULED JOB -SITE MEETINGS. E.1.8. INDICATE ANY INSTANCE WHERE COMPLIANCE WITH REQUIREMENTS OF THIS SPECIFICATION DOES NOT APPEAR TO BE POSSIBLE AND REQUEST RESOLUTION FROM THE OWNER AND ARCHITECT. E.2. RESOURCE FOR DEVELOPMENT AND IMPLEMENTATION OF WASTE MANAGEMENT PLAN: THE FOLLOWING RESOURCE CAN BE USED IN DEVELOPING AND IMPLEMENTING THE DRAFT WASTE MANAGEMENT PLAN. E.3. WASTE MANAGEMENT PLAN REVIEW MEETING: ONCE THE OWNER AND ARCHITECT HAVE REVIEWED THE DRAFT WASTE MANAGEMENT PLAN AND PRIOR TO ANY WASTE REMOVAL AT THE SITE, SCHEDULE AND CONDUCT A FOLLOW -UP MEETING AGREED UPON DURING THE MEETING IDENTIFIED IN ITEM 2.4A. THE PURPOSE OF THE MEETING IS TO REVIEW THE DRAFT WASTE MANAGEMENT PLAN AND DISCUSS PROCEDURES, SCHEDULES AND SPECIFIC REQUIREMENTS FOR WASTE MATERIALS RECYCUNG AND DISPOSAL DISCUSS COORDINATION AND INTERFACE BETWEEN THE CONTRACTOR AND OTHER CONSTRUCTION ACTIVITIES. IDENTIFY AND RESOLVE POTENTIAL COMPLIANCE PROBLEMS WITH REQUIREMENTS. RECORD MINUTES OF THE MEETING, IDENTIFYING ALL CONCLUSIONS REACHED AND MATTERS REQUIRING FURTHER RESOLUTION. E.3.1. ATTENDEES: THE CONTRACTOR AND RELATED CONTRACTOR PERSONNEL ASSOCIATED WITH THE WORK OF THIS SECTION, INCLUDING PERSONNEL TO BE IN CHARGE OF THE WASTE MANAGEMENT PROGRAM, ARCHITECT, OWNER AND SUCH ADDITIONAL PERSONNEL AS THE ARCHITECT OR OWNER DEEM APPROPRIATE. E.4. FINAL CONSTRUCTION WASTE MANAGEMENT PLAN: MAKE ANY REVISIONS TO THE DRAFT WASTE MANAGEMENT PLAN AGREED UPON DURING THE MEETING IDENTIFIED IN ITEM 2.4A ABOVE AND INCORPORATE RESOLUTIONS AGREED TO BE MADE SUBSEQUENT TO THE MEETING. SUBMIT THE REVISED PLAN TO THE OWNER AND ARCHITECT FOR APPROVAL WITHIN 10 CALENDAR DAYS OF THE MEETING. PART 4 - EXECUTION F. IMPLEMENTATION OF CONSTRUCTION WASTE MANAGEMENT PLAN F.1. MANAGER: THE CONTRACTOR SHAD_ DESIGNATE AN ON -SITE PARTY (OR PARTIES) RESPONSIBLE FOR INSTRUCTING WORKERS AND OVERSEEING AND DOCUMENTING RESULTS OF THE WASTE MANAGEMENT PLAN FOR THE PROJECT. F.2. DISTRIBUTION: THE CONTRACTOR SHALL DISTRIBUTE COPIES OF THE WASTE MANAGEMENT PLAN TO THE JOB SITE FOREMAN, EACH SUBCONTRACTOR, THE OWNER, AND THE ARCHITECT. F.3. INSTRUCTION: THE CONTRACTOR SHALL PROVIDE ON -SITE INSTRUCTION OF APPROPRIATE SEPARATION, HANDLING, AND RECYCLING, SALVAGE, REUSE, AND RETURN METHODS TO BE USED BY ALL PARTIES AT THE APPROPRIATE STAGES OF THE PROJECT. F.4. SEPARATION FACILITIES: THE CONTRACTOR SHALL LAY OUT AND LABEL A SPECIFIC AREA TO FACIUTATE SEPARATION OF MATERIALS DURING CONSTRUCTION FOR POTENTIAL RECYCLING, SALVAGE, REUSE, AND RETURN. RECYCUNG AND WASTE BIN AREAS ARE TO BE KEPT NEAT AND CLEAN AND CLEARLY MARKED IN ORDER TO AVOID CONTAMINATION OF MATERIALS. F.5. HAZARDOUS WASTE: HAZARDOUS WASTES SHALL BE SEPARATED, STORED, AND DISPOSED OF ACCORDING TO LOCAL REGULATIONS. F.6. APPLICATION FOR PROGRESS PAYMENTS: THE CONTRACTOR SHALL SUBMIT WITH EACH APPUCATTON FOR PROGRESS PAYMENT A SUMMARY OF WASTE GENERATED BY THE PROJECT. FAILURE TO SUBMIT THIS INFORMATION SHALL RENDER THE APPLICATION FOR PAYMENT INCOMPLETE AND SHALL DELAY PROGRESS PAYMENT. THE SUMMARY SHALL BE SUBMITTED ON A FORM ACCEPTABLE TO THE OWNER AND SHALL CONTAIN THE FOLLOWING INFORMATION: F.6.1. THE AMOUNT OF WASTE (IN TONS) LANDFILLED FROM THE PROJECT, THE IDENTITY OF THE TRANSFER STATION /LANDFILL, THE TOTAL AMOUNT OF UPPING FEES PAID AT THE LANDFILL, THE TRANSPORTATION COST, AND THE TOTAL DISPOSAL COST. INCLUDE MANIFESTS, WEIGHT, TICKETS RECEIPTS, AND INVOICES F.6.2. FOR EACH MATERIAL RECYCLED, REUSED, OR SALVAGED FROM THE PROJECT, THE AMOUNT (IN TONS), THE DATE REMOVED FROM THE JOBSITE, THE RECEIVING PARTY, THE TRANSPORTATION COST, THE AMOUNT OF ANY MONEY PAID OR RECEIVED FOR THE RECYCLED OR SALVAGED MATERIAL AND THE NET TOTAL COST OR SAVINGS. F.7. AT THE END OF THE PROJECT THE CONTRACTOR SHALL SUBMIT A FINAL WASTE MANAGEMENT REPORT. THE REPORT SHALL BE SUBMITTED ON A FORM ACCEPTABLE TO THE OWNER AND SHALL CONTAIN THE FOLLOWING INFORMATION: F.7.1. THE TOTAL AMOUNT OF WASTE LANDFILLED FROM THE PROJECT, THE IDENTITY OF THE TRANSFER STATION /LANDFILL, THE TOTAL AMOUNT OF TIPPING FEES PAID AT THE LANDFILL, THE TRANSPORTATION COST, AND THE TOTAL DISPOSAL COST. F.7.2. THE TOTAL AMOUNT (IN TONS) OF EACH MATERIAL RECYCLED, REUSED, OR SALVAGED FROM THE PROJECT, THE RECEIVING PARTY, AND NET COST SAVINGS OR ADDITIONAL COSTS RESULTING FROM SEPARATING AND RECYCLING (VERSUS LANDFILLING) EACH MATERIAL THE TOTAL AMOUNT OF ALL MATERIALS RECYCLED IN TONS AND THE TOTAL NET COST SAVINGS OR ADDITIONAL COSTS. F.7.3. THE TOTAL PERCENTAGE OF MATERIAL RECYCLED IN TONS SECTION 01440 CONSTRUCTION INDOOR AIR QUALITY MANAGEMENT PLAN A. RELATED DOCUMENTS A.1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND OTHER DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. B. SUMMARY B.1. THIS SECTION DESCRIBES CONSTRUCTION INDOOR AIR QUAUTY (IAQ) GOALS AND INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR THE DEVELOPMENT AND EXECUTION OF A CONSTRUCTION AIR QUAUTY MANAGEMENT PLAN. B.2. RELATED SECTIONS INCLUDE THE FOLLOWING: B.2.1. DIVISION 1 SECTION "SUBMITTAL PROCEDURES" FOR REQUIRED SUBMITTAL PROCEDURES. B.2.2. DIVISION 1 SECTION "TEMPORARY FACILITIES AND CONTROLS" REQUIREMENTS FOR INSTALLATION, MAINTENANCE AND REMOVAL OF TEMPORARY CONTROLS, AND FACIUTIES DURING CONSTRUCTTON.UTTLI11ES, B.2.3. DIVISION 1 SECTION "PRODUCT REQUIREMENTS" PROCEDURES FOR STORAGE OF INTERIOR MATERIALS TO PREVENT EXPOSURE TO MOISTURE AND POLLUTANTS. B.2.4. DIVISION 15 - MECHANICAL (SEE MECHANICAL SHEETS) C. INDOOR AIR QUAUTY MANAGEMENT SUMMARY C.1. THE OWNER HAS ESTABUSHED THAT THE CONTRACTOR SHALL PREVENT INDOOR AIR QUAUTY PROBLEMS RESULTING FROM THE CONSTRUCTION PROCESS, TO SUSTAIN THE COMFORT AND WELL-BEING OF CONSTRUCTION WORKERS AND BUILDING OCCUPANTS C.2. PROTECT THE VENTILATION SYSTEM COMPONENTS DURING CONSTRUCTION AND CLEAN CONTAMINATED COMPONENTS AFTER CONSTRUCTION IS COMPLETE. C.3. CONTROL SOURCES OF POTENTIAL IAQ POLLUTANTS BY CONTROLLING SELECTION OF MATERIALS AND PROCESSES USED IN PROJECT CONSTRUCTION. D. SUBMITTALS D.1. IAQ MANAGEMENT PLAN FOR THE CONSTRUCTION AND PRE - OCCUPANCY PHASES OF THE PROJECT. D.2. CUT SHEETS OF FILTRATION MEDIA USED DURING CONSTRUCTION WITH MERV VALUES HIGHLIGHTED. E. CONSTRUCTION AIR QUALITY MANAGEMENT PLAN E.1. DEVELOP A DRAFT INDOOR AIR QUAUTY (IAQ) MANAGEMENT PLAN FOR THE CONSTRUCTION AND PRE - OCCUPANCY PHASES OF THE BUILDING AS FOLLOWS: DURING CONSTRUCTION MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE SHEET METAL AND AIR CONDITIONING NATIONAL CONTRACTORS ASSOCIATION (SMACNA) IAQ GUIDELINES FOR OCCUPIED BUILDINGS UNDER CONSTRUCTION 1995, CHAPTER 3 E.1.2. PROTECT STORED ON -SITE OR INSTALLED ABSORPTIVE MATERIALS FROM MOISTURE DAMAGE. E.2. THE SMACNA IAQ GUIDELINES FOR OCCUPIED BUILDINGS UNDER CONSTRUCTION PROVIDES AN OVERVIEW OF AIR POLLUTION ASSOCIATED WITH CONSTRUCTION, CONTROL MEASURES, CONSTRUCTION PROCESS MANAGEMENT, QUAUTY CONTROL COMMUNICATING WITH OCCUPANTS, AND CASE STUDIES. THESE GUIDELINES CAN BE ACCESSED AT WWW.SMACNA.ORG. CHAPTER 3 OF THE SMACNA GUIDELINES RECOMMENDS CONTROL MEASURES IN FIVE AREAS: HVAC PROTECTION, SOURCE CONTROL, PATHWAY INTERRUPTION, HOUSEKEEPING, AND SCHEDULING. REVIEW THE AFIPUCABILITY OF EACH CONTROL MEASURE AND INCLUDE THOSE THAT APPLY IN THE DRAFT IAQ MANAGEMENT PLAN. E.2.1. HVAC PROTECTION: SHUT DOWN THE RETURN SIDE OF THE HVAC SYSTEM WHENEVER POSSIBLE DURING HEAVY CONSTRUCTION. IF THE SYSTEM MUST REMAIN OPERATIONAL DURING CONSTRUCTION INCLUDE THE FOLLOWING STRATEGIES THAT APPLY: E.2.1.1. FIT THE RETURN SIDE OF THE HVAC SYSTEM WITH TEMPORARY FILTERS WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8. E.2.1.2. SOLATE THE RETURN SIDE OF THE HVAC SYSTEM FROM THE SURROUNDING ENVIRONMENT AS MUCH AS POSSIBLE (E.G., PLACE ALL 11LES FOR THE CEILING PLENUM, REPAIR ALL DUCTS AND AIR HANDLER LEAKS). E.2.1.3. DAMPER OFF THE RETURN SYSTEM IN THE HEAVIEST WORK AREAS AND SEAL THE E.1.1. RETURN SYSTEM OPENINGS WITH PLASTIC. E.2.1.4. UPGRADE THE FILTER EFFICIENCY WHERE MAJOR LOADING IS EXPECTED TO AFFECT OPERATING HVAC SYSTEM. E.2.1.5. CLEAN PERMANENT RETURN AIR DUCTWORK PER NATIONAL AIR DUCT CLEANING ASSOCIATION STANDARDS UPON COMPLETION OF ALL CONSTRUCTION AND FINISH INSTALLATION WORK. E.2.1.6. REPLACE ALL FILTRATION MEDIA PRIOR TO OCCUPANCY. E.2.2. SOURCE CONTROL PROPOSE THE SUBSTITUTION OF NON -TOXIC FORMULATIONS OF MATERIALS THAT ARE GENERALLY THE RESPONSIBILITY OF THE CONTRACTOR SUCH AS CAULKS, SEALANTS, AND CLEANING PRODUCTS. E.2.3. PATHWAY INTERRUPTION: PREVENT CONTAMINATION OF CLEAN SPACES. INCLUDE THE FOLLOWING STRATEGIES THAT APPLY: E.2.3.1. USE 100% OUTSIDE AIR VENTILATION (WHEN OUTSIDE TEMPERATURES ARE BETWEEN 55 DEGREES F AND 85 DEGREES F AND HUMIDITY IS BETWEEN 30% AND 60 %) WITH AIR EXHAUSTED DIRECTLY TO THE OUTSIDE DURING INSTALLATION OF FINISHES AND OTHER VOC EMITTING MATERIALS. E.2.3.2. ERECT SOME TYPE OF BARRIER BETWEEN WORK AREAS OR BETWEEN THE INSIDE AND OUTSIDE OF THE BUILDING TO PREVENT UNWANTED AIRFLOW FROM DIRTY TO CLEAN AREAS. E.2.4. E.2.4.1. E.2.4.2. E.2.4.3. E.2.5. HOUSEKEEPING: REDUCE CONSTRUCTION CONTAMINATION IN THE BUILDING PRIOR TO OCCUPANCY THROUGH HVAC AND REGULAR SPACE CLEANING ACTIVITIES. STORE BUILDING MATERIALS IN A WEATHER TIGHT, CLEAN AREA PRIOR TO UNPACKING FOR INSTALLATION. CHECK FOR POSSIBLE DAMAGE TO BUILDING MATERIALS FROM HIGH HUMIDITY. CLEAN ALL COILS, AIR FILTERS, AND FANS BEFORE TESTING AND BALANCING PROCEDURES ARE PERFORMED. SCHEDUUNG: SPECIFY CONSTRUCTION SEQUENCING TO REDUCE ABSORPTION OF VOC'S BY MATERIALS THAT ACT AS SINKS OR CONTAMINANT SOURCES. COMPLETE APPLICATION OF WET AND ODOR - EMITTING MATERIALS SUCH AS PAINTS, SEALANTS, AND COATINGS BEFORE INSTALLINSINK MATERIALS SUCH AS CEILING 11LES, CARPETS, INSULATION, GYPSUM PRODUCTS, AND FABRIC - COVERED FURNISHINGS ARE INSTALLED. E.2.5.1. PROTECT STORED ON -SITE OR INSTALLED ABSORPTIVE MATERIALS FROM EXPOSURE TO MOISTURE THROUGH PRECIPITATION, PLUMBING LEAKS, OR CONDENSATION FROM THE HVACS SYSTEM TO PREVENT MICROBIAL CONTAMINATION. E.2.5.2. DRAFT IAQ MANAGEMENT PLAN REVIEW MEETING: ONCE THE OWNER AND ARCHITECT HAVE REVIEWED THE DRAFT IAQ MANAGEMENT PLAN AND PRIOR TO CONSTRUCTION AT THE SITE, SCHEDULE AND CONDUCT A MEETING TO REVIEW THE DRAFT IAQ MANAGEMENT PLAN AND DISCUSS PROCEDURES, SCHEDULES AND SPECIFIC REQUIREMENTS FOR IAQ DURING THE CONSTRUCTION AND PRE- CONSTRUC11ON PHASES OF THE BUILDING. DISCUSS COORDINATION AND INTERFACE BETWEEN THE CONTRACTOR AND OTHER CONSTRUCTION ACTIVITIES. IDENTIFY AND RESOLVE PROBLEMS WITH COMPLIANCE TO THE REQUIREMENTS. RECORD MINUTES OF THE MEETING, IDENTIFY ALL CONCLUSIONS REACHED AND MATTERS REQUIRING FURTHER RESOLUTION. E.2.5.2.1. ATTENDEES: THE CONTRACTOR AND RELATED CONTRACTOR PERSONNEL ASSOCIATED WITH THE WORK OF THIS SECTION, INCLUDING PERSONNEL TO BE IN CHARGE OF THE IAQ MANAGEMENT PROGRAM, ARCHITECT, OWNER AND SUCH ADDITIONAL PERSONNEL AS THE ARCHITECT OR OWNER DEEM APPROPRIATE. PRODUCTS A. PRODUCTS AS REQUIRED TO ACHIEVE GOALS STATED IN IAQ MANAGEMENT PLAN PART 3 EXECUTION A. IMPLEMENTATION OF INDOOR AIR QUALITY MANAGEMENT PLAN A.1. MANAGER: THE CONTRACTOR SHALL DESIGNATE AN ON -SITE PARTY (OR PARTIES) RESPONSIBLE FOR INSTRUCTING WORKERS AND OVERSEEING AND THE IAQ MANAGEMENT PLAN FOR THE PROJECT. A.2. PROGRESS MEETINGS: CONSTRUCTION RELATED IAQ PROCEDURES SHALL BE INCLUDED IN THE PRE - CONSTRUCTION AND CONSTRUCTION PROGRESS MEETING AGENDAS. A.3. DISTRIBUTION: THE CONTRACTOR SHALL DISTRIBUTE COPIES OF THE IAQ MANAGEMENT PLAN TO THE JOB SITE FOREMAN, EACH SUBCONTRACTOR, THE OWNER, AND THE ARCHITECT. A.4. INSTRUCTION: THE CONTRACTOR SHALL PROVIDE ON -SITE INSTRUCTION OF THE IAQ PROCEDURES AND ENSURE THAT ALL PARTICIPANTS IN THE CONSTRUCTION PROCESS UNDERSTAND THE IMPORTANCE OF THE GOALS OF THE IAQ MANAGEMENT PLAN. END OF SEC11ON 01440 REVIEWED P? q a ABC �1pLif Ot TIJI Vila G21VISION b11%- 0 8 S CEIVE_ CITY RE OF TUKWILA NU .2 : 2011 PERMIT CENTER TD1102_A05 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. REGISTERED IT JAMES E. DREWS STATE OF WASHINGTON ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By JCV A/E Job Number TD1102.00 Checked By JD File Name TD1102_A05 Project Mgr. NM Scale: AS NOTED Title: SPECIFICATIONS Sheet No. A0.5 PLOT DATE 5.18.2011 SECTION 01450 QUAUTY CONTROL A. STANDARDS: COMPLY WITH INDUSTRY STANDARDS EXCEPT WHEN MORE RESTRICTIVE TOLERANCES OR SPECIFIED REQUIREMENTS INDICATE MORE RIGID STANDARDS OR MORE PRECISE WORKMANSHIP. B. PERFORM ALL WORK TO MEET OR EXCEED THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES, LAWS, REGULATIONS, SAFETY ORDERS, AND DIRECTIVES FROM AUTHORITIES HAVING JURISDICTION OVER THE WORK. C. PERFORM WORK WITH PERSONS QUAUFIED TO PRODUCE WORKMANSHIP OF SPECIFIED QUALITY. D. INSTALL PRODUCTS IN ACCORDANCE WITH THE MANUFACTURER / RECOMMENDATIONS. WHERE CONFLICT BETWEEN MANUFACTURER / RECOMMENDATIONS AND THE SPECIFIED REQUIREMENTS IS DISCOVERED, NOTIFY THE OWNER / REPRESENTATIVE IMMEDIATELY. E. EXAMINATION PRIOR TO INSTALLATION: E.1. PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES AND VERIFY THAT SUCH WORK IS COMPLETE TO THE POINT WHERE WORK OF THIS SECTION MAY PROPERLY COMMENCE. NOTIFY THE OWNER / REPRESENTATIVE IN WRITING OF CONDI11ONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. E.2. DO NOT BEGIN INSTALLATION UNTIL ALL UNSATISFACTORY CONDITIONS ARE RESOLVED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF SITE CONDITIONS AND RESPONSIBILITY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE CONDITIONS. F. TESTING LABORATORY SERVICES: F.1. THE OWNER WILL ARRANGE FOR THE SERVICES OF AN INDEPENDENT TESTING LABORATORY TO INSPECT AND TEST THE WORK TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS. REPORTS OF ALL INSPECTIONS & TESTS SHALL BE SUBMITTED TO THE OWNER /REP. FOR REVIEW. F.2. CONTRACTOR'S RESPONSIBILITIES: F.2.1. COOPERATE WITH TESTING LABORATORY PERSONNEL AND FURNISH ACCESS, TOOLS, SAMPLES, CERTIFICATIONS, TEST REPORTS, DESIGN MIXES, EQUIPMENT, STORAGE, AND ASSISTANCE AS REQUESTED BY THE TESTING LABORATORY. F.2.2. NO11FY OWNER / REPRESENTATIVE AND TESTING LABORATORY 48 HOURS PRIOR TO EXPECTED TIME FOR OPERATIONS REQUIRING INSPECTION AND TESTING. WHEN TESTS OR INSPECTIONS CANNOT BE PERFORMED, THROUGH THE FAULT OF THE CONTRACTOR, REIMBURSE THE OWNER FOR THE ADDITIONAL COSTS INCURRED. F.2.3. REMOVE AND REPLACE ALL WORK FOUND NOT COMPLYING WITH THE CONTRACT DOCUMENTS. REMEDIES SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND CODE REQUIREMENTS. F.2.4. IF INITIAL TESTS AND INSPECTIONS INDICATE DEFICIENT WORK, THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR THE COSTS OF ALL SUBSEQUENT TESTS AND INSPECTIONS RELATED TO THE DEFICIENCY. F.2.5. ALL DAMAGE WHICH MAY OCCUR TO THE WORK AS A RESULT OF NORMAL TESTING OPERATIONS SHALL BE REPAIRED TO MATCH SURROUNDING SURFACES. F.2.6. SCHEDULE TESTING AND INSPECTION SO THAT THE WORK OF TESTING AND INSPECTION PERSONNEL WILL BE AS CONTINUOUS AND BRIEF AS POSSIBLE. F.2.7. REIMBURSE THE OWNER FOR TRAVEL AND LODGING EXPENSES INCURRED FOR TESTING AND INSPECTION SERVICES PERFORMED OUTSIDE A RADIUS OF 100 MILES OF THE SITE. F.3. TESTS AND INSPECTIONS SHALL BE IN ACCORDANCE WITH CODE REQUIREMENTS & AS INDICATED IN THE INDIVIDUAL SPECIFICATIONS SEC11ONS. SECTION 01500 TEMPORARY FACIUIIES AND CONTROLS A. TEMPORARY U11U11ES: A.1. PROVIDE TEMPORARY U11U11ES, SERVICES, AND CONSTRUCTION AS REQUIRED TO PERFORM THE WORK. COORDINATE ALL TEMPORARY FACIUTIES AND CONTROLS WITH THE OWNER. A.2. ELECTRICITY: CONNECT TO EXISTING SERVICE. TAKE MEASURES TO CONSERVE ENERGY A.3. UGHT1NG: PERMANENT LIGHTING MAY BE USED DURING CONSTRUCTION. PROVIDE ADDITIONAL TEMPORARY LIGHTING AS REQUIRED. MAINTAIN UGH11NG AND MAKE ROUTINE REPAIRS. A.4. HEATING & VENTILATION: PERMANENT SYSTEM MAY BE USED. MAINTAIN SYSTEM DURING OPERATION. PROVIDE ADDITIONAL TEMPORARY HEAT AS NECESSARY TO MAINTAIN CONDITIONS SUITABLE FOR CONSTRUCTION. A.5. TELEPHONE: PROVIDE TEMPORARY TELEPHONE SERVICE DURING CONSTRUCTION. A.6. WATER: U11UZE EXISTING FACILITIES. A.7. SANITA11ON: EXISTING FACILITIES MAY BE USED BY CONSTRUCTION PERSONNEL PRIOR TO PROJECT TURNOVER, SUBJECT TO THOROUGH CLEANING AND REPAIR AS NECESSARY TO LEAVE FACILITIES IN NEW CONDITION. WHEN EXISTING FACILITIES ARE NOT OPERATIONAL OR ACCESSIBLE, PROVIDE SUITABLE PORTABLE SANITA11ON UNITS. B. REQUIRED SITE EQUIPMENT: B.1. COPIER: CONTRACTOR'S PREFERENCE. B.2. COMPUTERS: PC'S MUST BE EQUIPPED TO ADEQUATELY PERFORM ELECTRONIC CONSTRUCTION ADMINISTRATION TASKS AS DIRECTED BY THE OWNER AND THE OWNER / REPRESENTATIVE SYSTEM SHALL INCLUDE ASSOCIATED PRINTER(S). AT LEAST ONE PRINTER SHALL HAVE 11 X 17 INCH GRAPHICS CAPABILITY. B.3. WINDOWS (CURRENT VERSIONS) & MICROSOFT OFFICE (CURRENT VERSIONS) FOR EACH COMPUTER. B.4. AN INTERNET SERVICE PROVIDER ACCOUNT (ISP), A HIGHSPEED, BROADBAND INTERNET CONNECTION, AND COMPONENTS TO FACILITATE THE NETWORKING OF THE COMPUTERS. B.5. ADOBE ACROBAT EXCHANGE (CURRENT VERSIONS), AT LEAST ONE STATION FOR INITIATING DOCUMENTS. B.6. ADOBE ACROBAT READER (CURRENT VERSIONS) FOR EACH COMPUTER. (FREE SOFTWARE) B.7. CELLULAR PHONE WITH NATIONAL ACCESS PLAN. B.8. DIGITAL CAMERA C. CONTROLS: C.1. DUST CONTROL PROVIDE METHODS TO PREVENT DUST FROM PENETRATING INTO THE ATMOSPHERE, OCCUPIED SPACES, AND OTHER AREAS THAT WOULD BE ADVERSELY AFFECTED BY DUST. C.2. WATER CONTROL COMPLY WITH APPUCABLE JURISDICTIONAL REQUIREMENTS REGARDING WATER USAGE, CONSERVATION, DETENTION, POLLUTION, AND PERMITS. C.3. SAFETY BARRIERS: PROVIDE AND MAINTAIN, ALL LAWFUL AND NECESSARY BARRICADES, RAILINGS, LIGHTS, WARNING SIGNS, SIGNALS, AND PRECAUTIONS AS MAY BE REQUIRED TO SAFEGUARD PERSONS, FROM INJURY. C.4. SMOKING: SMOKING SHALL BE PROHIBITED THROUGHOUT JOB SITE. C.5. NOISE: C.5.1. UNLESS APPROVED OTHERWISE, LIMIT EXCESSIVE NOISE PRODUCING ACTIVITIES TO NON- BUSINESS HOURS. C.5.2. USE SAWS AND HYDRAULIC IMPACTOR EQUIPMENT INSTEAD OF PNEUMATIC TOOLS AND COMPRESSORS TO REDUCE NOISE. C.5.3. EQUIPMENT SHALL BE MUFFLED FOR QUIET OPERATION NOT TO EXCEED 50 DECIBELS AT A DISTANCE OF 20 FEET FROM THE SOURCE. C.5.4. PORTABLE STEREO EQUIPMENT SHALL BE INAUDIBLE FROM OCCUPIED SPACES DURING BUSINESS HOURS D. PROVIDE TEMPORARY WEATHER - T1GHT CLOSURES OF OPENINGS IN EXTERIOR SURFACES TO PROVIDE ACCEPTABLE WORKING CONDITIONS AND PROTECTION FOR MATERIALS, TO ALLOW FOR TEMPORARY HEATING, AND TO PREVENT ENTRY OF UNAUTHORIZED PERSONS. WHERE NECESSARY, PROVIDE DOORS WITH SELF- CLOSING HARDWARE & LOCKS. EXTERIOR ENCLOSURES SHALL BE SUFFICIENTLY WELL CONSTRUCTED TO PREVENT BLOW OFF DURING INCLEMENT WEATHER, AND SHALL BE SEALED TIGHT TO PREVENT WATER PENETRATION AND EXCESSIVE AIR INFILTRATION. E. MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS TO THE SITE AND WITHIN THE SITE TO PROVIDE FOR EMERGENCY VEHICLE ACCESS AND TO FACIUTATE THE ADJACENT BUSINESS OPERATIONS. F. TEMPORARY CONSTRUCTION: F.1.1. OBTAIN APPROVAL FROM OWNER FOR ALL MODIFICATIONS TO EXISTING SYSTEMS OR FACILITIES NOT INDICATED. F.1.2. REMOVE TEMPORARY SYSTEMS OR FACILITIES WHEN USE IS NO LONGER REQUIRED. CLEAN AND REPAIR DAMAGE CAUSED BY INSTALLATION OR USE OF TEMPORARY SYSTEMS OR FACILITIES. G. PROTECTION: PROTECT EXISTING AND NEW CONSTRUCTION FROM DAMAGE CAUSED BY CONSTRUCTION OPERATIONS; PROVIDE PROTECTIVE COVERING TO PROTECT SURFACES, AS APPROPRIATE. H. CONSTRUCTION CLEANING: H.1. CONTROL ACCUMULATION OF WASTE MATERIALS AND RUBBISH. DISPOSE OF WASTE OFF -SITE AS APPROVED BY THE OWNER TO MAINTAIN A CLEAN SITE. H.2. MAINTAIN AREAS FREE OF DUST AND OTHER CONTAMINANTS DURING FINISHING OPERATIONS. H.3. MAINTAIN ALL OCCUPIED SPACES FREE OF DUST AND OTHER CONTAMINANTS PRIOR TO DAILY BUSINESS OPERATIONS. CLEANING SHALL INCLUDE VACUUMING, DUSTING, STAIN AND DIRT REMOVAL AND CLEANING OF GLASS FURNITURE, AND OTHER SURFACES. SECTION 01600 PRODUCT REQUIREMENTS A. DELIVERY, STORAGE AND HANDUNG: A.1. TRANSPORT AND HANDLE PRODUCTS BY METHODS TO AVOID PRODUCT DAMAGE. A.2. MANUFACTURED PRODUCTS SHALL REMAIN IN MANUFACTURER'S CONTAINERS OR PACKAGING, UNTIL READY FOR INSTALLATION. A.3. UNLESS SPECIFIED OTHERWISE, STORE PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUC11ONS. B. PRODUCT OPTIONS AND SUBSTITUTIONS: B.1. WHERE SPECIFICATIONS INDICATE A SINGLE PROPRIETARY PRODUCT, SUBSTITUTIONS WILL NOT BE CONSIDERED. FURNISH PRODUCTS SPECIFIED, EXCEPT WHERE OR APPROVED" IS USED. B.2. SUBSTITUTIONS WILL BE CONSIDERED ONLY FOR THE FOLLOWING REASONS: B.2.A. A PRODUCT BECOMES UNAVAILABLE DUE TO NO FAULT OF THE CONTRACTOR. B.2.B. SUBSEQUENT INFORMATION OR CHANGES INDICATE THAT THE SPECIFIED PRODUCT WILL NOT PERFORM AS INTENDED. B.3. DOCUMENT EACH SUBSTITUTION REQUEST WITH COMPLETE DATA SUBSTANTIATING COMPUANCE OF PROPOSED SUBSTITUTION WITH CONTRACT DOCUMENTS. REQUESTS FOR SUBSTITUTION SHALL BE MADE IN WRITING TO THE ARCHITECT ON DOCUMENT 01601 - SUBSTITUTION REQUEST FORM, AVAILABLE SEPARATELY UPON REQUEST. OMIT EACH REQUEST TO ONE PROPOSED PRODUCT OR SYSTEM. FOR SUBSTITUTIONS PRIOR TO AGREEMENT, SIGNATURE AND PROJECTED COST DATA ARE NOT REQUIRED. B.4. A SUBSTITUTION REQUEST CONSTITUTES A REPRESENTATION THAT CONTRACTOR: B.4.A. HAS INVESTIGATED PROPOSED PRODUCT AND HAS DETERMINED THAT IT MEETS OR EXCEEDS, IN ALL RESPECTS, THE SPECIFIED PRODUCT. B.4.B. SHALL PROVIDE THE SAME WARRANTY FOR SUBSTITUTION AS FOR SPECIFIED PRODUCT. B.4.C. WILL COORDINATE INSTALLATION AND MAKE OTHER CHANGES THAT MAY BE REQUIRED FOR WORK TO BE COMPLETE IN ALL RESPECTS. B.4.D. WAIVES CLAIMS FOR ADDITIONAL COSTS THAT MAY SUBSEQUENTLY BECOME APPARENT. B.4.E. AGREES TO PAY ALL COSTS OF REDESIGN RELATED TO THE SUBSTITUTION. B.5. SUBSTITUTIONS WILL NOT BE CONSIDERED WHEN THEY ARE INDICATED OR IMPLIED ON SHOP DRAWINGS OR PRODUCT DATA SUBMITTALS. B.6. ARCHITECT AND OWNER WILL DETERMINE ACCEPTABILITY OF PROPOSED SUBSTITUTION, AND WILL NO11FY CONTRACTOR OF ACCEPTANCE OR REJECTION WITHIN A REASONABLE TIME. C. GENERAL PRODUCT INSTALLATION REQUIREMENTS: PERFORM WORK IN ACCORD WITH MANUFACTURER'S INSTRUC11ONS. DO NOT OMIT ANY PREPARATORY STEP OR INSTALLATION PROCEDURE UNLESS SPECIFICALLY MODIFIED OR EXEMPTED BY CONTRACT DOCUMENTS. SECTION 01733 PATCHING AND REPAI A. REPAIR EXISTING SURFACES AND CONSTRUCTION AS NECESSARY TO MAKE WORK COMPLETE, WITH ALL COMPONENTS MATCHING AND CONSISTENT. B. PROVIDE A SMOOTH, EVEN, AND INVISIBLE TRANSITION TO NEW CONSTRUCTION. WHEN FINISHED SURFACES ARE CUT SO THAT AN INVISIBLE TRANSITION WITH NEW WORK IS NOT POSSIBLE, TERMINATE EXISTING SURFACE ALONG THE NEAREST BREAKUNE, JOINT, OR CORNER. C. PATCHING OF EXISTING CONCRETE DECK: C.1. SEE LANDLORD'S CONSTRUCTION CRITERIA FOR ALL DECK PENETRATION WORK. C.2. INSTALL ALL DECK PENETRATIONS PER THE APPROPRIATE UL ASSEMBUES - SEE LL'S CONSTRUCTION CRITERIA. C.3. USE LANDLORDS SUBCONTRACTOR FOR PATCH & REPAIR OF ROOF PENETRATIONS AT TENANTS EXPENSE. (U.O.N.) SECTION 01770 PROJECT CLOSEOUT A. DEFINITIONS: PROJECT CLOSEOUT IS THE TERM USED TO DESCRIBE CERTAIN COLLECTIVE PROJECT REQUIREMENTS INDICATING COMPLETION OF THE WORK THAT ARE TO BE FULFILLED NEAR THE END OF THE CONTRACT 11ME, IN PREPARATION FOR FINAL ACCEPTANCE AND OCCUPANCY OF THE WORK BY THE OWNER, AS WELL AS FINAL PAYMENT TO THE CONTRACTOR AND THE NORMAL TERMINATION OF THE CONTRACT. SPECIFIC REQUIREMENTS FOR INDIVIDUAL UNITS OF WORK ARE INCLUDED IN THE APPROPRIATE SEC11ONS IN DIVISION 2 THROUGH 16. B. TIME OF CLOSEOUT IS DIRECTLY RELATED TO SUBSTANTIAL COMPLETION. THEREFORE THE TIME OF CLOSEOUT MAY BE EITHER A SINGLE TIME PERIOD FOR THE ENURE WORK OR A SERIES OF TIME PERIODS FOR INDIVIDUAL ELEMENTS OF THE WORK THAT HAVE BEEN CERTIFIED AS SUBSTANTIALLY COMPLETE AT DIFFERENT DATES. THIS 11ME VARIATION, IF ANY, SHALL BE APPLICABLE TO THE OTHER PROVISIONS OF THIS SECTION. C. COMPLETE THE FOLLOWING PRIOR TO SUBSTANTIAL COMPLETION: C.1. SUBMIT SPECIFIC WARRANTIES, WORKMANSHIP MAINTENANCE BONDS, MAINTENANCE AGREEMENTS, FINAL CERTIFICATIONS & SIMILAR DOCUMENTS. C.2. OBTAIN AND SUBMIT RELEASES ENABUNG OWNER'S FULL UNRESTRICTED USE OF THE WORK AND ACCESS TO SERVICES AND UTILITIES, WHERE REQUIRED, INCLUDING OCCUPANCY PERMITS, OPERATING CERTIFICATES, AND SIMILAR RELEASES. C.3. DELIVER TOOLS, SPARE PARTS, EXTRA STOCKS OF MATERIALS, AND SIMILAR PHYSICAL ITEMS TO THE OWNER. C.4. MAKE FINAL CHANGE OVER OF LOCKS AND TRANSMIT THE KEYS TO THE OWNER. ADVISE THE OWNER'S PERSONNEL OF CHANGE OVER IN SECURITY PROVISIONS. C.5. DISCONTINUE OR CHANGE OVER AND REMOVE TEMPORARY FACILITIES AND SERVICES FROM THE PROJECT SITE ALONG WITH CONSTRUCTION TOOLS AND FACILITIES, MOCK -UPS, AND SIMILAR ELEMENTS. C.6. COMPLETE FINAL CLEAN UP REQUIREMENTS, INCLUDING TOUCH UP OF PAINTING. TOUCH UP AND OTHERWISE REPAIR AND RESTORE MARRED EXPOSED FINISHES. D. CLOSEOUT PROCEDURES: D.1. GENERAL OPERATING AND MAINTENANCE INSTRUCTIONS: ARRANGE FOR EACH INSTALLER OF OPERATING EQUIPMENT AND OTHER WORK THAT REQUIRES REGULAR OR CONTINUING MAINTENANCE TO MEET AT THE SITE WITH THE OWNER'S PERSONNEL TO PROVIDE NECESSARY BASIC INSTRUCTION IN THE PROPER OPERATION AND MAINTENANCE OF THE ENURE WORK. WHERE INSTALLERS ARE NOT EXPERIENCED IN THE REQUIRED PROCEDURES, INCLUDE INSTRUCTION BY THE MANUFACTURER'S REPRESENTATIVES. D.2. AS PART OF THE INSTRUCTION FOR OPERATING EQUIPMENT, DEMONSTRATE THE FOLLOWING PROCEDURES: D.2.1. START -UP D.2.2. SHUT -DOWN D.2.3. EMERGENCY OPERATIONS D.2.4. NOISE AND VIBRATION ADJUSTMENTS D.2.5. SAFETY PROCEDURES D.2.6. ECONOMY AND EFFICIENCY ADJUSTMENTS D.2.7. EFFECTIVE ENERGY UTIUZAI1ON E. CLOSEOUT SUBMITTALS: E.1. IN ADDITION TO SUBMITTALS REQUIRED BY THE CONDITIONS OF THE CONTRACT, AND SUBMITTALS REQUIRED UNDER SEC11ON 01330, FURNISH THE FOLLOWING DOCUMENTS. E.2. SUBMIT CERTIFICATE OF OCCUPANCY AND ALL OTHER CERTIFICATES OF APPROVAL REQUIRED BY THE GOVERNING AUTHORITIES INCLUDING INSPECTION REPORTS AND NOTICE OF COMPLETION. E.3. PRIOR TO FINAL PAYMENT, SUBMIT THE FOLLOWING AFFIDAVITS USING THE FORMS LISTED BELOW: E.3.1. CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS AIA DOCUMENT G706. E.3.2. CONSENT OF SURETY TO FINAL PAYMENT AIA DOCUMENT G707. E.3.3. CONTRACTOR'S LIEN RELEASE, AND LIEN RELEASES FROM EACH SUBCONTRACTOR; CONTRACTOR'S AFFIDAVIT OF RELEASE OF UENS AIA DOCUMENT G706A E.3.4. SUBMIT FINAL APPLICATION FOR PAYMENT IDENTIFYING TOTAL ADJUSTED CONTRACT SUM, PREVIOUS PAYMENTS, AND SUM REMAINING DUE. F. PROJECT RECORD DOCUMENTS: F.1. MAINTAIN A COMPLETE SET OF RECORD DRAWINGS THAT CLEARLY & NEATLY INDICATE EXACT INSTALLED LOCATIONS OF ITEMS THAT WILL BE CONCEALED IN THE WORK SUCH AS CONDUIT, PIPING, DUCTS, REINFORCING, MECHANICAL & ELECTRICAL EQUIPMENT, AND SIMILAR ITEMS. SHOW ALL CHANGES FROM THE CONTRACT DOCUMENTS & ALL UNCOVERED EXISTING CONDI11ONS THAT WILL BE SUBSEQUENTLY CONCEALED. F.2. RECORD DRAWINGS SHALL BE USED FOR NO OTHER PURPOSE AND SHALL BE STORED SEPARATELY FROM THOSE USED FOR CONSTRUCTION. F.3. DOCUMENTS SHALL BE IN SAME FORMAT AS THE CONSTRUCTION DOCUMENTS. F.4. KEEP DOCUMENTS CURRENT; DO NOT PERMANENTLY CONCEAL ANY WORK UNTIL REQUIRED INFORMATION HAS BEEN RECORDED. G. RECORD DOCUMENT SUBMITTALS: G.1. ALL DATA OF 8 -1/2" X 11" OR SMALLER IN SIZE SHALL BE SUBMITTED IN A THREE -RING BINDER PROPERLY INDEXED BY ITEM. G.2. DO NOT USE RECORD DOCUMENTS FOR CONSTRUCTION PURPOSES. PROTECT FROM DETERIORATION AND LOSS IN A SECURE, FIRE- RESISTANT LOCATION, PROVIDE ACCESS TO RECORD DOCUMENTS FOR THE OWNER/REPRESENTATIVE REVIEW DURING NORMAL WORKING HOURS. G.3. SUBMIT THE FOLLOWING: G.3.1. ONE (1) SET OF ADDENDA BULLETINS AND CHANGE ORDERS WITH BACKUP. G.3.2. ONE (1) SET OF ARCHITECTURAL, STRUCTURAL MECHANICAL ELECTRICAL PLUMBING AS -BUILT (RECORD) DRAWINGS ON WHITE BOND PAPER, PLUS (1) COPY (SCANNED) IN PDF FORMAT ON CD ONLY. ONE (1) SET OF FIRE SPRINKLER SHOP DRAWINGS (FACTORY MUTUAL APPROVED ONLY IF REQUIRED BY LANDLORD). ONE (1) SET OF OPERATING AND MAINTENANCE MANUALS OR MAJOR PIECES OF EQUIPMENT AND GUARANTEES PER SPECIFICATIONS IN BOUND FORM. OWNER RESERVES RIGHT TO RECEIVE ADDITIONAL MANUALS UPON REQUEST ON HVAC EQUIPMENT PUMPS, FANS, HW HEATERS, TRANSFORMERS, ELECTRICAL PANELS, AND EMERGENCY LIGHTING. THREE (3) COPIES OF AIR BALANCE REPORT. ONE (1) SET APPROVED CONTROL SCHEMATIC DRAWINGS WITH SEQUENCE OF OPERATION. (NOTE: ONLY IF DIFFERENT FROM ENGINEERED DRAWINGS.) TYPEWRITTEN UST CONTAINING NAMES, ADDRESSES, AND PHONE NUMBERS OF ARCHITECT, ENGINEERS, GENERAL CONTRACTOR, AND SUBCONTRACTORS. ONE (1) COPY OF TYPEWRITTEN UST CONTAINING BRAND NAMES & IDENTIFICATION NUMBERS FOR ALL PAINTS AND STAINS USED, WOOD FLOOR FINISHES, ACOUSTICAL CEIUNG 11LES & ALL QUARRY AND CERAMIC 11LE USED OF MATERIALS WHICH DIFFER FROM SPECIFICATIONS. ADDITIONAL QUANTITIES OF MATERIALS AS LISTED BELOW AND DELIVERED TO JOB SITE AND SIGNED FOR BY THE STORE MANAGER (WHERE APPLICABLE):_ RESIUENT 11LE - TWENTY -FOUR (24) PIECES. CERAMIC TILE - TWELVE (12) PIECES OF FIELD 11LE, ACCENT 11LES, BULL NOSE & SPECIALTY 11LES G.3.3. G.3.4. G.3.5. G.3.6. G.3.7. G.3.8. G.3.9. G.3.9.1. G.3.9.2. G.3.10. LANDLORD AND /OR OWNER PUNCHUSTS AS COMPLETED AND APPROVED H. MAINTENANCE MANUALS: ORGANIZE OPERATING AND MAINTENANCE DATA INTO SUITABLE SETS OF MANAGEABLE SIZE. BIND DATA INTO INDIVIDUAL BINDERS PROPERLY IDENTIFIED AND INDEXED. BIND EACH SET OF DATA IN A HEAVY -DUTY 2" THREE RING VINYL COVERED BINDER WITH POCKET FOLDERS FOR FOLDED SHEET INFORMATION. MARK THE APPROPRIATE IDENTIFICATION ON BOTH FRONT AND SPINE OF EACH BINDER, INCLUDE THE FOLLOWING TYPES OF INFORMATION IN OPERATION AND MAINTENANCE MANUALS: H.1. EMERGENCY INSTRUCTIONS, SPARE PARTS UST, COPIES OF WARRANTIES, WIRING DIAGRAMS, TURN AROUND CYCLES, INSPECTION PROCEDURES, SHOP DRAWING'S AND PRODUCT DATA. I. FINAL CLEANING: GENERAL: SPECIAL CLEANING REQUIREMENTS FOR SPECIFIC UNITS OF WORK ARE INCLUDED IN THE APPROPRIATE SEC11ONS DIVISION 2 -16 GENERAL CLEANING DURING THE REGULAR PROGRESS OF THE WORK IS REQUIRED BY THE GENERAL CONDITIONS AND IS INCLUDED UNDER SECTION "TEMPORARY FACILITIES". A.1. CLEANING: PROVIDE FINAL CLEANING OF THE WORK AT THE TIME INDICATED. CLEAN EACH SURFACE OR UNIT OF WORK TO THE CONDITION EXPECTED FROM A NORMAL COMMERCIAL BUILDING CLEANING AND MAINTENANCE PROGRAM. A.2. REMOVAL OF PROTEC11ON: EXCEPT AS OTHERWISE INDICATED OR REQUESTED BY THE OWNER / REPRESENTATIVE, REMOVE TEMPORARY PROTEC11ON DEVICES AND FACILITIES WHICH WERE INSTALLED DURING THE COURSE OF THE WORK TO PROTECT PREVIOUSLY COMPLETED WORK WORK DURING THE REMAINDER OF THE CONSTRUCTION PERIOD. A.3. COMPUANCE: COMPLY WITH SAFETY STANDARDS & GOVERNING REGULATIONS FOR CLEANING OPERATIONS. DO NOT DISCHARGE VOLATILE OR OTHER HARMFUL OR DANGEROUS MATERIALS INTO DRAINAGE SYSTEMS. REMOVE WASTE MATERIALS FROM SITE & DISPOSE OF IN A LAWFUL MANNER. DIVISION 2 - SITEWORK SECTION 02221 SELECTIVE DEMOLITION (IF REQUIRED) A. VERIFY LOCATIONS OF EXISTING U11U11ES PRIOR TO DEMOU11ON. B. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE THE WORK. C. EXCEPT WHERE NOTED OR SPECIFIED OTHERWISE, TAKE POSSESSION OF MATERIALS BEING DEMOLISHED, AND IMMEDIATELY REMOVE FROM SITE. D. CONTRACTOR SHALL REMOVE MATERIALS AND APPLIANCES INDICATED AS BEING RETAINED BY LANDLORD FOR REUSE. THESE SALVAGED ITEMS SHALL BE REMOVED CAREFULLY SO THAT THEY ARE NOT DAMAGED. CONTRACTOR SHALL TEMPORARILY STORE SALVAGE MATERIALS AND TRANSPORT THEM AS DIRECTED BY THE LANDLORD. E. DOCUMENT MANUFACTURER, FUNCTION, MODEL AND SERIAL NUMBER OF EACH PIECE OF MECHANICAL OR ELECTRICAL EQUIPMENT REMOVED FROM THE PREMISES. F. WHERE DEMOU11ON INCLUDES REVISIONS TO THE BUILDING STRUCTURE, INCLUDING THE CUTTING OR EXISTING CONCRETE SLABS, COORDINATE ALL WORK WITH LANDLORD. G. WHERE CUT EDGES OF THE EXISTING CONSTRUCTION WILL BE VISIBLE IN THE COMPLETED WORK, CUT IN UNIFORM STRAIGHT ONES. SAW CUT CONCRETE, INCLUDING TRENCHES FOR NEW CONDUIT AND PIPING IN FLOOR SLABS. H. REPAIR ALL DEMOUTION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO ADDITIONAL COST TO THE OWNER. DIVISION 3 - CONCRETE SECTION 03001 CONCRETE A. SUMMARY: CAST -IN -PLACE CONCRETE, INCLUDING REINFORCING, ACCESSORIES, AND FORMWORK. B. QUAUTY ASSURANCE: B.1. PERFORM WORK IN ACCORDANCE WITH ACI 301, UNLESS INDICATED OR SPECIFIED OTHERWISE C. MATERIALS: C.1. CONCRETE MATERIALS: C.1.1. CEMENT: ASTM C150, NORMAL - TYPE 1 PORTLAND CEMENT; GREY COLOR. C.1.2. NORMAL WEIGHT FINE AND COARSE AGGREGATES: ASTM C33; SEVERE WEATHER EXPOSURE. REINFORCING STEEL ASTM C615, GRADE 60. C.1.3. CHAIRS, BOLSTERS, BAR SUPPORTS, AND SPACERS: PLASTIC; SIZED AND SHAPED FOR STRENGTH AND SUPPORT OF REINFORCEMENT DURING INSTALLATION AND PLACEMENT OF CONCRETE. C.1.4. C.1.5. ADMIXTURES C.1.5.1. AIR - ENTRAINMENT: ASTM C 260. C.1.5.2. C.1.5.3. C.1.5.4. WATER: CLEAN AND NOT DETRIMENTAL TO CONCRETE. WATER REDUCER NORMAL ASTM C 494/C 494M, TYPE A. ACCELERATOR: ASTM C 494/C 494M, TYPE C OR E, NON- CORROSIVE, NON- CHLORIDE. HIGH RANGE WATER REDUCER (SUPERPLASTICIZER): ASTM C 494/C 494M, TYPE F OR G AND SHALL BE OF THE SECOND OR THIRD GENERATION TYPE. SHALL BE BATCH PLANT ADDED TO EXTEND PLASTICITY 11ME, AND REDUCE WATER 20 TO 30 PERCENT. C.1.6. ACCESSORIES: C.1.6.1. BONDING AGENT: TWO - COMPONENT MOISTURE INSENSITIVE, 100% SOUDS EPDXY ADHESIVE WITH A SHEAR BOND TO CONCRETE STRENGTH OF OVER 1400 P51. C.1.6.2. NON- SHRINK GROUTS: NON- CATALYZED NATURAL AGGREGATE GROUT; MINIMUM 7000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. C.1.6.3. FORM RELEASE AGENT: THAT WILL NOT BOND WITH, STAIN OR ADVERSELY AFFECT CONCRETE SURFACES, AND WILL NOT IMPAIR SUBSEQUENT TREATMENTS OF CONCRETE SURFACES WHEN APPUED TO MOST FORMS OR FORM UNERS. C.1.6.4. CURING MATERIALS: WATERPROOF SHEET MATERIAL C.1.6.4.1. WATERPROOF PAPER IN ACCORDANCE WITH ASTM C171; REINFORCED WATERPROOF KRAFT PAPER; WHITE COLOR AT EXTERIOR APPUCATIONS; BURKE KRAFT CURING PAPER TYPE I- SK -30, OR APPROVED. C.1.6.5. WATERSTOP TAPE: BENTONITE WATERSTOP: WATERSTOP -RX BY CETCO BUILDING MATERIALS GROUP (800- 527 -9948) OR "SUPERSTOP" BY TREMCO SEALANT /WATERPROOFING DIVISION, OR APPROVED (800 321 7906); SIZE AS RECOMMENDED BY THE MANUFACTURER FOR THE APPLICATION. D. CONCRETE MIX: D.1. MIX CONCRETE IN ACCORDANCE WITH ASTM C94/C94M, AND IN ACCORDANCE WITH THE REQUIREMENTS INDICATED ON THE DRAWINGS; MINIMUM 3000 PSI 28 DAY COMPRESSIVE STRENGTH. D.2. ALL CONCRETE SHALL CONTAIN THE SPECIFIED WATER REDUCING OR HIGH RANGE WATER - REDUCING ADMIXTURE. D.3. ALL SLABS PLACED AT AMBIENT TEMPERATURES BELOW 50 DEGREES F SHALL CONTAIN THE SPECIFIED ACCELERATOR. D.4. ALL CONCRETE REQUIRED TO BE AIR ENTRAINED SHALL CONTAIN AIR - ENTRAINING ADMIXTURE TO PRODUCE 4% TO 6% AIR. D.5. PROVIDE CONCRETE WITH A WATER /CEMENT RATIO OF 0.40 OR LOWER AT ALL INTERIOR SLABS. E. REINFORCEMENT: E.1. FABRICATE AS INDICATED AND IN ACCORDANCE WITH ACI 315. E.2. PLACE, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT. E.3. FOR SLABS ON GRADE, UNLESS INDICATED OTHERWISE, PROVIDE 6 X 6 - W2.9 X W2.9 WELDED WIRE MESH. E.4. LOCATE REINFORCING SPLICES NOT INDICATED ON THE DRAWINGS AT POINTS OF MINIMUM STRESS. F. SLABS: C F.1. CONTROL JOINTS: F.1.1. MAKE JOINTS STRAIGHT; PERPENDICULAR OR PARALLEL TO BUILDING ONES AND SLAB EDGES, AS APPROPRIATE. F.1.2. CONTROL JOINTS SHALL BE SAW CUT, TOOLED, UNLESS INDICATED OTHERWISE. F.1.3. RADIUS TOOLED CONTROL JOINTS TO MATCH EXPANSION JOINTS. F.1.4. CONTROL JOINTS SHALL PENETRATE THE SLAB A MINIMUM OF 1/4 THE THICKNESS OF THE SLAB AND SHALL BE 1/4 INCH WIDE AT SIDEWALKS. F.1.5. AT EXTERIOR SIDEWALKS, PLACE CONTROL JOINTS AT MAXIMUM 5 -FOOT INTERVALS. F.2. CONSTRUCTION JOINTS: PLACE AT CONTROL JOINT LOCATIONS. F.3. SLAB FINISHES: F.3.1. A. INTERIOR SLABS: LIGHT STEEL TROWEL F.4. SLAB TOLERANCES: SLABS: CLASS B IN ACCORDANCE WITH ACI 301. SLAB SHALL BE LEVELED AND MUST HAVE A MAXIMUM SLOPE OF 1/4" VERTICAL OVER A 12' -0" HORIZONTAL SPAN SECTION 03356 CONCRETE SEALER/HARDENER A. SUMMARY: APPLICATION OF WATER SOLUBLE. INORGANIC HARDENING, SEAUNG & DUSTPROOFING PRODUCT FOR TREATMENT OF UNCOVERED CONC. FLR. SURFACES. B. REFERENCES: B.1. ACI 308: STANDARD SPECIFICATION FOR CURING CONCRETE C. MATERIALS: C.1. WATER SOLUBLE SEALER /DENSIFIER, THAT WHEN APPLIED IN ACCORDANCE WITH MANUFACTURERS APPLICATION RECOMMENDATIONS WILL PRODUCE A DENSE SURFACE RESISTANT TO ABRASION, MOISTURE, 11RE MARKING AND PROVIDES ADDED GLOSS TO THE FLOOR FINISH. C.2. VOC CONTENT: NONE C.3. COLOR: CLEAR. D. ACCEPTABLE PRODUCT: KURE N HARDEN BY BASF BUILDING SYSTEMS OR APPROVED EQUAL SECTION 03546 SLAB LEVELING A. SEC11ON INCLUDES: A.1. UNDERLAYMENTS AS NECESSARY FOR LEVELING OF NEW OR EXISTING CAST -IN -PLACE CONCRETE SLABS, AS NECESSARY TO MEET SPECIFIED TOLERANCES. A.2. TOPPINGS AS NECESSARY FOR LEVELING OF NEW OR EXISTING SLABS AT LOCATIONS INDICATED TO RECEIVE CONCRETE SEALER ONLY. A.3. RAMPS AND TAPERS AS NECESSARY TO CORRECT LEVELS BETWEEN DISSIMILAR FINISH. B. ENVIRONMENT REQUIREMENTS B.1. MAINTAIN SURFACE AND AMBIENT TEMPERATURE OF BETWEEN 50 AND 80 DEGREES F FOR 24 HOURS BEFORE, DURING, AND 24 HOURS AFTER UNDERLAYMENT INSTALLATION. B.2. KEEP TRAFFIC OUT OF AREA IN WHICH UNDERLAYMENT IS BEING APPUED OR CURED. C. SELF LEVELING, UNDERLAYMENT SYSTEM: SELF - LEVELING, POURABLE, CEMENT BASED MATERIAL MINIMUM 28 DAY COMPRESSIVE STRENGTH 2,000 PSI: MINIMUM BOND STRENGTH 200 PSI; ONE OF THE FOLLOWING AS RECOMMENDED BY MANUFACTURER FOR CONDITIONS. C.1. MAPEI CORPORATION "ULTRAPLAN 1" OR "NOVOPLAN 2." C.2. ARDEX INCL "K -15" SELF - LEVELING UNDERLAYMENT CONCRETE C.3. LATICRETE INTERNATIONAL INC. "LATICRETE 86 LAIILEVEL THIN POUR UNDERLAYMENT" D. TROWELABLE UNDERLAYMENT SYSTEM: AS RECOMMENDED BY MANUFACTURER FOR CONDITIONS: D.1. MAPEI CORPORATION "MAPECEM 100" OR PLANITOP 10° D.2. ARDEX INC. "SD -P" FAST - SETTING UNDERLAYMENT. D.3. LATICRETE INTERNATIONAL, INC. "LATICRETE 220 MEDIUM BED MORTAR MIXED WITH LATICRETE 3701 LATEX MORTAR ADMIX." E. CEMENIIT1OUS TOPPINGS: FOR REPAIR OF CONCRETE SURFACES AT LOCATIONS INDICATED TO REMAIN EXPOSED AS A WALK ABLE SURFACE: E.1. SELF - LEVELING TYPES: E.1.1. MAPEI CORPORATION "ULTRATOP ". SELF - LEVEUNGABRASION - RESISTANT TOPPING. E.1.2. ARDEX INC. "K -500" SELF - LEVEUNG CONCRETE TOPPING. E.2. TROWELABLE TYPES: E.2.1. MAPEI CORPORATION "MARECEM 100" FAST - SETTING TOPPING MORTAR E.2.2. ARDEX INC. "CD SELF - DRYING CONCRETE DRESSING. F. ACCESSORIES: FURNISH PRIMERS, PATCHING COMPOUNDS, AND SAND FILLERS AS RECOMMENDED BY THE UNDERLAYMENT MANUFACTURER FOR THE CONDITIONS OF THE PROJECT. G. THOROUGHLY MIX UNDERLAYMENT MATERIALS FOR EACH TYPE OF PRODUCT IN PROPER PROPORTIONS TO ACHIEVE SMOOTH HOMOGENEOUS MIX, FREE OF LUMPS. H. WITH THE EXCEPTION OF AREAS WHERE LEVELING CAN BE ACCOMPUSHED BY USED OF LATEX UNDERLAYMENT, AS SPECIFIED IN OTHER SECTIONS, INSTALL CEMEN11110US UNDERLAYMENT TO CONCRETE SLABS AS INDICATED ON THE DRAWINGS, AND AS NECESSARY TO LEVEL SLABS OR BRING SUBSTRATES TO PROPER ELEVATION. I. PREPARATION: 1.1. INSPECT FLOOR TO VERIFY THAT DEMOU11ON IS COMPLETE TO THE POINT WHERE WORK MAY PROGRESS. 1.2. SURVEY FLOOR AS NECESSARY TO SET SCREEDS AND REFERENCE POINTS. IDENTIFY CONSTRUCTION JOINTS. PREPARE FOR UNDERLAYMENT AT ALL LOCATIONS WHERE FLOOR DOES NOT MEET SPECIFIED TOLERANCE REQUIREMENTS. 1.3. ENSURE THAT SUBFLOOR IS CLEAN, DRY, HARD, SOUND, AND FREE OF OILS, OR OTHER SUBSTANCE THAT WOULD AFFECT PROPER BONDING AND CURING. J. APPUCATION J.1. INSTALL TROWELABLE UNDERLAYMENT AT LOCATIONS WHERE SLOPES ARE INDICATED AND AT OTHER LOCATIONS AS APPROPRIATE TO INSTALLATION CONDITIONS; INSTALL SELF - LEVELNESS. J.2. SET SCREEDS, MARKERS AND REFERENCE BLOCKS. SET SCREEDS AT ALL CONSTRUCTION AND CONTROL JOINTS TO ESTABUSH WEAKENED PLANE JOINTS IN UNDERLAYMENT. J.3. INSTALL PATCHING COMPOUNDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE SUBSEQUENT FINISHING OF THE MATERIAL IS REQUIRED, FLOAT TO LEVEL SURFACE. DO NOT TROWEL J.4. APPLY PRIMER TO ALL AREAS TO RECEIVE UNDERLAYMENT; REPEAT APPLICATION IF NECESSARY TO ACHIEVE PROPER BUILD. J.5. MIX MATERIALS AND POUR OR PUMP AND SQUEEGEE INTO PLACE TO ACHIEVE APPROPRIATE THICKNESS. PROVIDE ALL THICKNESS AS NECESSARY TO ALIGN CORK FLOORING WIN ADJACENT FLOOR SURFACES. J.6. FINISH TO A SMOOTH LEVEL SURFACE WITHIN TOLERANCES SPECIFIED FOR CONCRETE FLOORS. J.7. CURE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUC11ONS. J.8. TOLERANCES: AS SPECIFIED IN SECTION 03001. SLAB SHALL BE LEVELED AND MUST HAVE A MAXIMUM SLOPE OF 1/4" VERTICAL OVER A 12' -0" HORIZONTAL SPAN K. CLEANING: AS WORK PROCEEDS, CLEAN UP EXCESS MATERIALS, RUBBISH, AND SPLASH. DIVISION 5 - METALS SECTION 05400 COLD FORMED METAL FRAMING A. SUMMARY: LIGHT -GAUGE COLD FORMED METAL FRAMING INDICATED ON THE DRAWINGS. B. QUAUTY ASSURANCE: B.1. THE WORK OF THIS SEC11ON IS SUBJECT TO TESTING AND INSPECTION AS SPECIFIED IN 01450. B.2. FOR WELDED CONNECTIONS, USE ONLY AWS CERTIFIED WELDERS. B.3. REGULATORY REQUIREMENTS: FRAMING SYSTEM SHALL MEET THE REQUIREMENTS OF THE JURISDICTIONAL CODE AUTHORITIES. C. COMPONENTS: C.1. COLD FORMED LIGHT -GAUGE STEEL FRAMING: AS INDICATED ON THE STRUCTURAL DRAWINGS; G60 ZINC COATED FINISH IN ACCORDANCE WITH ASTM A 653/A 653M C.2. SCREWS: ASTM C954 -07; SELF - DRIWNG, SELF - TAPPING; PAN HEAD; GALVANIZED OR FLUOROPOLYMER COATED STEEL C.3. ZINC RICH TOUCH -UP PAINT: "GALV- WELD ", "GALVICAN ", "ZRC COLD. GALVANIZED COMPOUND ", OR APPROVED. D. INSTALLATION: D.1. INSTALL UGHTGAUGE STRUCTURAL FRAMING IN ACCORDANCE WITH ASTM C955, UNLESS INDICATED OR SPECIFIED OTHERWISE. D.2. ERECT METAL FRAMING AS INDICATED. D.3. WELDS SHALL BE IN ACCORDANCE WITH AWS D1.3. D.4. METAL FRAMING MEMBERS SHALL BE SAW OR SHEAR CUT. NO TORCH CUTTING IS PERMITTED. D.5. CONSTRUCT CORNERS WITH A MINIMUM OF 3 STUDS PER CORNER. D.6. FRAME BOTH SIDES OF EXPANSION AND SEISMIC JOINTS. DO NOT BRIDGE JOINTS WITH SYSTEM COMPONENTS OR ACCESSORIES. D.7. PROVIDE FRAMING AS REQUIRED TO FORM SOLID BACKING FOR ALL EDGES OF GYPSUM SHEATHING, AND TRIM ACCESSORIES. D.8. TOLERANCES: D.8.1. PLUMBNESS: PLUMB WITHIN 1/8 INCH IN 10 FEET. D.8.2. LOCATION: LOCATED WITHIN 1/4 INCH OF THE REQUIRED LOCATION. D.8.3. AUGNMENT: STUD AND RUNNER FACES TO RECEIVE FINISH MATERIALS SHALL NOT VARY GREATER THAN 1/8 INCH FROM THE REQUIRED PLANE, WITH NO ABRUPT JOGS OR BREAKS IN PLANE. D.8.4. LEVEL: LEVEL WITHIN 1/8 INCH IN 10 FEET. D.9. ERECT MEMBERS IN ONE -PIECE FULL LENGTH. SPUCING AND WIRE TYING OF FRAMING COMPONENTS SHALL NOT BE USED. D.10. TOUCH -UP FIELD WELDS AND SCRATCHED OR DAMAGED GALVANIZING WITH ZINC RICH PAINT. D.11. ATTACH CROSS STUDS OR FURRING CHANNELS TO STUDS FOR ATTACHMENT OF WALL- MOUNTED ITEMS. D.12. INSTALL FRAMING BETWEEN STUDS FOR ATTACHMENT OF ELECTRICAL BOXES AND OTHER MECHANICAL AND ELECTRICAL ITEMS. SECTION 05500 - METAL FABRICATIONS A. GENERAL PROVIDE MISCELLANEOUS METAL SHAPES AND FABRICATIONS AS REQUIRED AND NOT INCLUDED AS PART OF OTHER SECTIONS WITH ANCHORS AND ACCESSORIES FOR COMPLETE INSTALLATION. B. STEEL SHAPES: ASTM A36 STEEL C. GROUT: PROVIDE NON- SHRINK, NON-METALLIC, PRE - MIXED, FACTORY PACKAGED, NON- STAINING, NON - CORROSIVE, NON- GASEOUS GROUT; TYPE SPECIFICALLY RECOMMENDED BY MANUFACTURER FOR APPLICATIONS INDICATED. D. GENERAL FABRICATION: GRIND EXPOSED WELDS SMOOTH AND FLUSH WITH ADJACENT SURFACES; COUNTERSINK FASTENERS; MAKE EXPOSED BUTT JOINTS HAIRUNE JOINTS WHERE MECHANICALLY FASTENED. FIT AND SHOP ASSEMBLE IN LARGEST PRACTICAL SECTIONS FOR DELIVERY. E. STEEL RAIUNGS: WELDED TYPE WITH 1 -1/2" OUTSIDE DIAMETER TUBE HANDRAILS; DESIGNED TO SUPPORT MINIMUM LATERAL FORCE OF 50 LBS /UN FT UNIFORM LOAD AND 200 LBS AT ANY POINT WITHOUT PERMANENT SET OR DAMAGE. E.1. STANDARDS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ACCESS FOR PERSONS WITH DISABILITIES AND WITH NAAMM "PIPE RAILING MANUAL" F. PRE - ENGINEERED SUPPORT SYSTEMS: UNISTRUT OR GRINNELL/POWERSTRUT MANUFACTURED PRE - ENGINEERED SUPPORT SYSTEM CONSISTING OF MINIMUM 12 GAGE "C" CHANNEL SUPPORTS WITH ANCHORS, ATTACHMENTS, AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. G. FINISH: PRIME PAINT MISCELLANEOUS METAL CLEAN SURFACES OF RUST, SCALE, GREASE AND FOREIGN MATTER PRIOR TO APPLYING GALVANIZED OR PAINTED FINISH. H. INSTALLATION: INSTALL SQUARE AND LEVEL ACCURATELY FITTED AND FREE FROM DISTORTION AND DEFECTS. DIVISION 6: WOOD AND PLASTIC SEC11ON 06100 ROUGH CARPENTRY - (USE ONLY NON - COMBUSTIBLE BLOCKING IN CONCEALED SPACES) A. SUMMARY: A.1. MISCELLANEOUS SHEATHING. A.2. WOOD BLOCKING AND NAILERS. B. QUALITY ASSURANCE B.1. REGULATORY REQUIREMENTS: WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENTLY ENFORCED BUILDING CODE, AS ADOPTED BY THE JURISDICTION. C. DIMENSION LUMBER: C.1. LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH PS 20, AND SHALL BE STAMPED AND GRADED IN ACCORDANCE WITH SPIB, WWPA, WCUB, OR NLGA GRADING RULES. C.2. MOISTURE CONTENT: KILN DRIED TO 19% MAXIMUM MOISTURE CONTENT, EXCEPT FOR MATERIAL WHOSE LEAST DIMENSION IS 4 INCHES THICK OR GREATER. C.3. SPECIES: SOUTHERN PINE, HEM -FIR, SPRUCE - PINE -FIR (SPF), OR DOUGLAS FIR LARCH, UNLESS INDICATED OR SPECIFIED OTHERWISE. C.4. ARCHITECTURAL LUMBER GRADES: UNEXPOSED NON- STRUCTURAL WOOD FRAMING AND BLOCKING INDICATED ON THE ARCHITECTURAL DRAWINGS SHALL BE GRADED AS FOLLOWS: C.4.1. BLOCKING AND NAILERS: "UTILITY - LIGHT FRAMING," OR BETTER. D. PANEL MATERIALS: D.1. PLYWOOD SHEATHING: APA RATED SHEATHING; CD GRADE; EXTERIOR; PLYWOOD OR ORIENTED STRAND BOARD, UNLESS APPROVED OTHERWISE; THICKNESSES AS INDICATED. D.2. TERMINAL BACKBOARDS: APA AC GRADE EXTERIOR; FIRE RETARDANT TREATED. E. ACCESSORIES: E.1. FASTENERS: E.1.1. HOT- DIPPED GALVANIZED STEEL FOR EXTERIOR, HIGH HUMIDITY, AND TREATED WOOD LOCATIONS. F. WOOD TREATMENT: F.1. WOOD PRESERVATIVE (PRESSURE TREATMENT): F.1.1. PRESERVATIVE TREAT ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, AND MOIST CONDIT1ONS• SITE TREAT SAWN ENDS WITH PRESERVATIVE TREATMENT F.1.2. PRESERVATIVE TREAT ALL WOOD AND PLYWOOD AT ROOF CONSTRUCTION OR OTHER WOOD IN MOIST CONDITIONS. SITE TREAT SAWN ENDS WITH PRESERVATIVE TREATMENT. F.1.3. AWPA TREATMENT C -22 USING CCA WATERBORNE PRESERVATIVE WITH 0.40 POUNDS PER CUBIC FOOT OF WOOD RETENTION. F.1.4. TREATED WOOD SHALL HAVE MAXIMUM MOISTURE CONTENT OF 19 F.1.5. TREATED WOOD SHALL BEAR THE QUAUTY STAMP OF AN INSPECTION AGENCY APPROVED BY THE JURISDICTIONAL CODE AUTHORITIES. F.2. FIRE RETARDANT TREATMENT: (ONLY FOR USE IN NON - COMBUSTIBLE CONSTRUCTION) F.2.1. FIRE RETARDANT TREAT ALL INTERIOR CONCEALED LUMBER AND PLYWOOD, AND OTHER WOOD AS INDICATED OR SPECIFIED. PROVIDE EXTERIOR FIREPROOFING AT ROOFTOP BLOCKING, NAILERS, CURBS, SHEATHING, AND OTHER LOCATIONS SUBJECT TO WETTING DURING CONSTRUCTION OPERATIONS. F.2.2. ALL ARE RETARDANT TREATED WOOD MATERIALS SHALL BEAR A UL "FR -S" LABEL OR A LABEL FROM AN APPROVED INSPECTION AGENCY CERTIFYING THAT THE MATERIAL MEETS THE REQUIREMENTS OF AWPA C -20 TYPE A FOR LUMBER AND AWPA C -27 TYPE A FOR PLYWOOD. F.2.3. TREATED LUMBER SHALL BE KILN DRIED TO A MAXIMUM MOISTURE CONTENT OF 19% TREATED PLYWOOD SHALL BE KILN DRIED TO A MAXIMUM MOISTURE CONTENT OF 15% F.2.4. EXTERIOR FIRE RETARDANT TREATED WOOD SHALL BE TREATED BY MEANS OF A SYSTEM THAT HAS BEEN DEMONSTRATED TO EXHIBIT NO INCREASE IN FIRE HAZARD CLASSIFICATION IN ACCORDANCE WITH ASTM E84 TEST AFTER HAVING BEEN SUBJECTED TO ACCELERATED WEATHER CONDITIONING IN ACCORDANCE WITH ASTM D2898 F.2.5. APPROVED PRODUCTS: INTERIOR FIREPROOFING: CLEAR FINISH PRODUCT, HICKSON CORPORATION "DRICON ", HOOVER TREATED WOOD PRODUCTS "PYRO- GUARD" OR OSMOSE WOOD PRESERVING CO. OF AMERICA, INC. "FLAME PROOF LHC." F.2.5.1. F.2.5.2. EXTERIOR FIREPROOFING: HOOVER TREATED WOOD PRODUCTS "EXTERIOR FIRE -X." G. BLOCKING AND NAILERS: (USE NON-COMBUSTIBLE BLOCKING AT CONCEALED LOCATIONS) G.1. PROVIDE BLOCKING, NAILERS FOR ALL SHEATHING, ROOF CONSTRUCTION, METAL FLASHING, AND OTHER CONSTRUCTION AS INDICATED. G.2. WOOD BLOCKING: INSTALL WOOD BLOCKING TO RECEIVE MECHANICAL FASTENERS FOR SUPPORT OF ELECTRICAL FIXTURES AND EQUIPMENT, CABINETS, DOORSTOP PLATES, WOOD BASE, WAINSCOTS, COAT HOOKS, AND ALL OTHER WALL AND CEILING MOUNTED COMPONENTS, UNLESS SPECIFIED OTHERWISE. G.3. BACKING: 0.3.1. PLYWOOD BACKING SHALL BE USED IN UEU OF BLOCKING AT LOCATIONS OF WALL- MOUNTED STANDARDS AND SHELVING. G.3.2. BACKING SHALL BE MOUNTED OVER FACE OF STUDS AND SHALL BE CO OVER ENURE PLANE OF WALL; 1/2 INCH THICKNESS. C® EV1EW ® Ig G.3.3. SECURE BACKING WITH EDGES ON FIRM BEARING. DE (r' ®�q foL/4 P r VC/: DIVISION 7: THERMAL AND MOISTURE PROTECTION SECTION 07200 BUILDING THERMAL INSULATION A. MATERIALS: A.1. THERMAL BATT INSULATION: PREFORMED GLASS FIBER BATT WITH FSK -25 REFLECTIVE MEMBRANE-ON ONE SIDE. A.2. TAPE: TO MATCH FOIL SCRIM KRAFT FACE; 2 INCH WIDTH. A.3. OWENS CORNING, FIRE BATT / MINERAL WOOL 2' THICK INSTALLATION AT AREA'S AS DEFINED IN THE DOCUMENTS. COORDINATE & CONFIRM COVERAGE AREAS AND REQUIRED THICKNESS WITH LANDLORD PRIOR TO INSTALLATION. B. INSTALLATION: B.1. INSTALL INSULATION IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS INDICATED. B.2. TRIM INSULATION NEATLY TO FIT SPACES. INSTALL WITHOUT GAPS OR VOIDS. B.3. INSTALLATION OF THERMAL BATT INSULATION: B.3.1. INSTALL INSULATION WITH VAPOR BARRIER TOWARD WARM SIDE OF BUILDING SPACES. VAPOR BARRIER SHALL BE CONTINUOUS. TAPE SEAL TEARS OR CUTS IN VAPOR BARRIER B.3.2. AT METAL STUD FRAMING, INSERT THE INSULATION EDGES TIGHTLY INTO THE STUD CHANNELS FOR A FRICTION FIT. WHERE INSULATION BUTTS THE BACKSIDE OF STUD CHANNELS, CONTINUOUSLY TAPE INSULATION FLANGES TO THE EXPOSED METAL STUD FLANGE. B.3.3. MECHANICAL FASTENING: B.3.3.1. AT LOCATIONS WHERE NO FRAMING IS PRESENT TO SUPPORT THE INSULATION, PROVIDE METAL IMPALING PINS AND RETAINERS TO HOLD THE INSULATION FIRMLY IN PLACE. B.3.3.2. MECHANICALLY OR ADHESIVELY BOND THE RETAINING PINS TO THE SUBSTRATE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B.3.3.3. SPACE PINS AT MAXIMUM 24 INCHES ON CENTER ALONG THE EDGES AND WITHIN THE FIELD OF THE BLANKET. PLACE EDGE PINS WITHIN 6 INCHES FROM THE EDGE OF THE BATT. B.3.4. PACK BATT INSULATION IN SHIM SPACES AT PERIMETER OF WINDOW ASSEMBLY TO MAINTAIN CONTINUITY OF THERMAL BARRIER. C. R VALUE SCHEDULE: C.1. PROVIDE INSULATION IN SUFFICIENT THICKNESS TO PROVIDE THE FOLLOWING R VALUES: C.1.1. C.1.2. VERTICAL ASSEMBLIES WITH HORIZONTAL HEAT FLOW: R19. THE ABOVE R- VALUES ARE REQUIRED FOR THE TOTAL INSULATION IN THE ASSEMBLY. THE BATT INSULATION MAY BE COMBINED WITH OTHER INSULATION IN THE ASSEMBLY TO OBTAIN THE TOTAL R -VALUE REQUIRED. THE R -VALUE IS FOR THE INSULATION ONLY AND MAY NOT INCLUDE AIR FILM VALUES, AND R- VALUES FOR OTHER MATERIALS IN THE ASSEMBLY SUCH AS CONCRETE AND GYPSUM BOARD. SECTION 07260 - SLAB -ON -GRADE VAPOR RETARDER A. GENERAL PROVIDE SLAB -ON -GRADE VAPOR RETARDER. B. MANUFACTURER: FORIIFIBER CORP. /MOISTOP ULTRA; STEGO INDUSTRIES, INC. /STEGO WRAP (15 MIL); RAVEN INDUSTRIES, INC. /VAPOR BLOCK # VB 15 (15 MIL BLUE). C. VAPOR RETARDER: ASTM E1745, CLASS A WATER RESISTANT RETARDER CONSISTING OF 15 MIL POLYOLEFIN FILM. C.1. PERMEANCE: MAXIMUM 0.025 PERMS, ASTM F1249 AND E154 TESTS. D. JOINT SEALER: PRESSURE SENSITIVE TAPE AS RECOMMENDED BY VAPOR RETARDER MANUFACTURER AND PROVIDING COMPARABLE PREMEANCE TO VAPOR RETARDER. E. SAND BED: CLEAN DRY NATURAL SAND; FREE FROM SILT, CLAY, LOAM, FRIABLE OR SOLUBLE MATERIALS, AND ORGANIC MATTER. F. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS; TAPE JOINTS AND TEARS IN VAPOR RETARDER. bskt 085 RECEIVE_ CITYOFTU LA MAY .232011 PERMIT CENTER TD1102.A06 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. 7672 JAMES E. DREWS STATE OF WASHINGTON ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By JCV A/E Job Number TD1102.00 Checked By JD File Name TD1102_A06 Project Mgr. NM Scale: AS NOTED Title: SPECIFICATIONS Sheet No. A0.6 PLOT DATE 5.18.2011 SECTION 07515 ROOF PATCHING - BY LANDLORD'S SUBCONTRACTOR AT TENANTS EXPENSE (U.O.N.) A. SUMMARY: A.1. PATCHING OF EXISTING ROOF AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. A.2. ALL ROOF WORK, INCLUDING MISCELLANEOUS PATCHING, SHALL BE PERFORMED IN COMPLIANCE WITH LANDLORD'S REQUIREMENTS. B. ROOFING MATERIALS: B.1. UNLESS APPROVED OTHERWISE, NEW ROOFING MATERIALS SHALL MATCH TFIE EXISTING MATERIALS. B.2. ACCESSORIES: B.2.1. FLEXIBLE BOOT PIPE FLASHING: PORTALS PLUS (708/766-5240; 800/774-5240) "ALUMI-FLASH" WITH EPDM BOOTS, OR APPROVED; SIZED TO MATCH PIPE DIAMETER; SPLIT TYPE WITH SEALING HARDWARE WHERE NECESSARY FOR INSTALLATION AT PENETRATING ITEMS THAT CANNOT BE DISCONNECTED FOR TOP. ACCESS. FURNISH STAINLESS STEEL DRAW BANDS, ADAPTERS, CONNECTION HARDWARE, AND SEALANTS AS NECESSARY FOR A COMPLETE AND WEATHER TIGHT INSTALLATION. C. PROTECTION: C.1. PROTECT EXISTING CONSTRUCTION PRIOR TO STARTING WORK. C.1.0.1. LAP SUITABLE PROTECTIVE MATERIAL AT LEAST 3 INCHES. C.1.0.2. SECURE PROTECTIVE COVERINGS AGAINST WIND. C.1.0.3. LEAVE PROTECTIVE COVERING IN PLACE FOR DURATION OF ROOFING WORK. C.2. RESTORE TO ORIGINAL CONDITION OR REPLACE WORK OR MATERIALS DAMAGED DURING HANDLING OF ROOFING MATERIALS. D. REMOVAL OF EXISTING ROOFING: D.1. REMOVE EXISTING ROOFING TO ACCOMMODATE NEW CONSTRUCTION. D.2. REMOVE EXISTING SYSTEMS TO EXPOSE SUBSTRATES. CLEAN AND PREPARE SURFACES IN MANNER REQUIRED FOR INSTALLATION OF NEW SYSTEMS. D.3. REMOVE RESULTING DEMOUSHED MATERIALS FROM ROOFING AREAS & JOBSITE ON THE DAY THEY ARE REMOVED. DISPOSE OF IN A LEGAL MANNER. D.4. PROVIDE CHUTES, TARPS, AND OTHER MATERIALS TO PREVENT DAMAGING OR STAINING OF BUILDING COMPONENTS THAT ARE TO REMAIN. D.5. EXISTING SURFACES SHALL BE MADE SMOOTH, FIRM, DRY, AND FREE FROM DIRT, FOREIGN MATERIALS, SHARP PROJECTIONS, OR VOIDS. E. PATCHING OF EXISTING ROOF: E.1. PROVIDE NEW MATERIALS AS REQUIRED TO FORM A COMPLETE AND CONTINUOUS ROOF ASSEMBLY. E.2. UNLESS APPROVED OTHERWISE, NEW ROOFING MATERIALS SHALL MATCH THE EXISTING MATERIALS. E.3. PROVIDE ADDITIONAL TAPERED CONSTRUCTION AS REQUIRED TO FORM NEW NON-PONDING DRAINAGE PATfERNS AROUND NEW CONSTRUCTION. COORDINATE THE PLACEMENT OF NEW DRAINS. E.4. SEAL OFF ALL ROOF AREAS AT THE END OF EACH WORKDAY. E.5. PERFORM WORK IN ACCORDANCE WITH THE GUARANTEE REQUIREMENTS OF THE EXISTING ROOF ASSEMBLY. CONTACT THE BUILDING LANDLORD TO VERIFY GUARANTEE REQUIREMENTS. SECTION 07620 SHEET METAL FLASHING AND TRIM A. QUAUTY ASSURANCE: A.1. APPUCATOR: COMPANY SPECIAUZING IN SHEET METAL FLASHING WORK WITH 5 YEARS MINIMUM EXPERIENCE. A.2. UNLESS INDICATED OR SPECIFIED OTHERWISE, PERFORM WORK IN ACCORDANCE WITFI THE RECOMMENDATIONS OF SMACNA. B. MATERIALS: B.1. PRE FINISHED GALVANIZED STEEL ASTM 653 / A653M - 09; G90 -05 GALVANIZED FINISH; 24 GAGE UNLESS NOTED OTHERWISE; FACTORY PRE FINISHED WITH 70 % RESIN KYNAR 500 OR HYLAR 5000 COATING, STANDARD COLOR AS SELECTED BY THE OWNER / REPRESENTATIVE. B.2. ACCESSORIES: B.2.1. FASTENERS: GALVANIZED STEEL.; SOFT NEOPRENE WASHERS AT EXPOSED FASTENERS. FINISH EXPOSED FASTENERS SAME AS FLASHING METAL B.2.2. BUTYL RUBBER SEALANT: ONE OF THE FOLLOWING: B.2.2.1. CURTAIN WALL SEALANT, BY TREMCO; 8.2.2.2. ADCOSEAL BP-300, BY ADCO PRODUCTS, INC. B.2.3. FLEXIBLE FLASHING: B.2.3.1. W.R. GRACE "VYCOR PLUS.". B.2.3.2. MONSEY BAKOR "BLUESKIN" 40 MIL THICKNESS. a2.3.3. DUPONT COMPANY wTYVEK FLEXWRAP." C. FABRICATION: C.I. FABRICATE ALL FLASHING TO DETAIL AND AS SPECIFIED. USE MINIMUM 24 GAGE PRE FINISHED GALVANIZED STEEL SHEET UNLESS INDICATED OR SPECIRED OTHERWISE. C.2. PARAPET CAPS: JOINTS IN ACCORDANCE WITH SMACNA PLATE 77, FIGURE A; BUTT AND BACKUP PLATE JOINT J2; SHOP FINISHED. C.3. NON-MOVING JOINTS: C.3.1. SHOP FABRICATE TO THE GREATEST PRACTICAL EXTENT. C.3.2. LAP JOINTS ONE INCH, MINIMUM; ACCURATELY CUT AND FIT AS NECESSARY TO MAINTAIN PRORLE; EMBED CONTACT SURFACES IN SEALANT; RIVET WITH STAINLESS STEEL OR COLOR MATCHED COATED STEEL POP RIVETS AT 3 TO 4 INCHES 0.C. D. D. INSTALLATION: D.1. INSTALL STARTER AND EDGE STRIPS, AND CONTINUOUS CLEATS BEFORE STARTING INSTALLATION. D.2. PROVIDE FLEXIBLE MASHING UNDER ALL HORIZONTAL COPINGS AND FLASHINGS. D.3. FASTENING: 0.3.1. SECURE FLASHINGS USING CONTINUOUS CLEATS AT EXPOSED LOCATIONS WHENEVER POSSIBLE. USE EXPOSED FASTENERS ONLY IN SEMI-EXPOSED LOCATIONS, UNLESS APPROVED BY THE OWNER / REPRESENTATIVE. D.3.2. EXPOSED FASTENERS SHALL BE PLACED AT 8 INCHES ON CENTER THROUGH SLOTTED HOES. D.3.3. FOR FASTENING INTO WOOD, USE GASKETED SCREWS. D.3.4. FIT FLASHINGS 'TIGHT IN PLACE. MAKE CORNERS SQUARE, SURFACES TRUE AND STRAIGHT IN PLANES, AND LINES ACCURATE TO PROFILES. D.3.5. INSTALL FLASHINGS WITH PROVISION FOR PLUS OR MINUS 1/16 INCH THERMAL MOVEMENT AT EACH END; PROVIDE EXPANSION JOINTS AT 12'-0" 0.C. MAX. D.3.6. SEAL CONCEALED LAP JOINTS IN WITH TWO PARALLEL BEADS OF BUTYL SEALANT; USE BUTYL SEALANT WHERE BEDDING SEALANT IS INDICATED OR REQ'D. SECTION 07810 - SPRAYED-ON FIREPROOFING A. GENERAL CEMENTITIOUS OR MINERAL FIBER SPRAY-ON FIREPROOFING AS REQUIRED BY APPUCABLE CODES FOR TYPE I FIRE RESISTIVE CONSTRUCTION; NO ASBESTOS PERMITTED. B. MANUFACTURERS: W.R. GRACE/MONOKOTE OR ALBI MANUFACTURING DIVISION STANCHEM/DURASPRAY. C. INSTALLATION: INSTALL IN ACCORDANCE MANUFACTURER RECOMMENDATIONS AND FIRE TEST RESULTS AS REQUIRED TO PROVIDE REQUIRED FIRE RATINGS. SECTION 07840 - FIRESTOPPING A. SUMMARY: FIRESTOPPING MATERIAL FOR PENETRATIONS IN RRE-RATED CONSTRUCTION. B. SYSTEM DESCRIPTION: B.1. EACH RRESTOPPING SYSTEM SHALL BE SELECTED TO MAINTAIN FIRE RATING OF THE ASSEMBLY IN WHICH IT USED. B.2. FIRESTOPPING SYSTEMS SHALL BE RESIUENT AS NECESSARY TO ACCOMMODATE DIFFERENTIAL MOVEMENT BETWEEN ASSEMBLIES. C. QUALITY ASSURANCE: C.1. PRIOR TO INSTALLATION OF FIRE STOPPING SYSTEMS OBTAIN APPROVAL FROM THE JURISDICTIONAL CODE AUTHORITIES FOR THE FIRE STOPPING SYSTEMS AND APPLICATIONS PROPOSED. NOTIFY THE OWNER / REPRESENTATIVE IF APPROVAL CANNOT BE OBTAINED. C.2. FIRESTOPPING: TESTED IN ACCORDANCE WITH ASTM E119 - 08A, ASTM E814 - 08B, OR UL 1479 TO MEET THE HOURLY FIRE RATINGS OF THE CONSTRUCTION BEING SEALED. PROVIDE F RATED ASSEMBLIES, EXCEPT WHERE T-RATED ASSEMBLIES ARE REQUIRED BY THE CODE AUTHORITY. C.3. FIRESTOPPING SYSTEMS SHALL BE UL LISTED ASSEMBUES. D. PRODUCTS: D.1. FIRESTOPPING SYSTEMS: SYSTEMS MEETING THE REQUIREMENTS SPECIFIED AND SUITABLE FOR THE CONDITIONS INDICATED. E. INSTALLATION: E.1. PROVIDE FIRESTOPPING AT MECHANICAL ELECTRICAL, AND PLUMBING PENETRATIONS THROUGH FIRE RATED FLOORS, WALLS, AND CEILINGS, AND OTHER LOCATIONS AS INDICATED ON THE DRAWING'S. E.2. INSTALL RRESTOPPING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND AS NECESSARY TO MEET THE SPECIFIED FIRE RATING REQUIREMENTS. E.3. WHERE RRESTOPPING IS USED TO SEAL AROUND PENETRATIONS THROUGH WATERPROOF MEMBRANES, INSTALL TO MAINTAIN INTEGRITY OF WATERPROOF BARRIER. E.4. PATCHING OF HOLES IN EXISTING CONSTRUCTION: E.4.1. FILL OPEN HOLES WHICH REMAIN AFTER REMOVAL OF EXISTING MECHANICAL ELECTRICAL AND PLUMBING COMPONENTS, PATCH AND REPAIR HOLES AS NECESSARY TO MATCH THE ADJACENT CONSTRUCTION AND TO MAINTAIN THE RRE RATING OF THE ASSEMBUES. RRESTOPPING SYSTEMS MAY BE USED TO FILL HOLES THAT WILL BE CONCEALED IN THE FINISH CONSTRUCTION. A.1.1. WFIERE RRESTOPPING SYSTEMS ARE USED TO FILL FLOOR OPENINGS IN OCCUPIED AREAS, PROVIDE MINIMUM 16 GAGE SHEET METAL COVER AS NECESSARY TO SUPPORT FLOOR LOADS AND TO PREVENT DAMAGE TO THE RRE STOPPING ASSEMBLIES. SECURE SHEET METAL AS NECESSARY TO PREVENT IRREGULARITIES FROM TELEGRAPHING THROUGH THE FLOOR FINISHES OVER THE SHEET METAL SECTION 07850 FIRE RATED JOINTS A. SUMMARY: A.1. FIRE RATED CONSTRUCTION JOINT ASSEMBLIES IN F1RE-RATED CONSTRUCTION, INCLUDING JOINTS AT THE FOLLOWING LOCATIONS: A.1.1. WHERE PARTITION HEADS MEET THE UNDERSIDE OF OVERHEAD FLOOR OR ROOF CONSTRUCTION. A.1.2. JOINTS IN FIRE RATED CONCRETE OR MASONRY WALLS. REQUIREMENTS FOR FIRE RATED CONSTRUCTION JOINT ASSEMBLY COMPONENTS PROVIDED IN OTHER SECTIONS. B. REFERENCES: B.1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) B.1.1. E119 - METHOD FOR ARE TESTS OF BUILDING CONSTRUCTION AND MATERIALS. B.2. UNDERWRITERS LABORATORIES (UL) B.2.1. STANDARD 2079 - TESTS FOR FIRE RESISTANCE OF BUILDING JOINT SYSTEMS. C. SYSTEM DESCRIPTION: C.1. EACH FIRE RATED CONSTRUCTION JOINT ASSEMBLY SHALL BE SELECTED TO MAINTAIN FIRE RATING OF THE ASSEMBLY IN WHICH IT USED. C.2. EACH FIRE RATED CONSTRUCTION JOINT ASSEMBLY SHALL BE RESILIENT AS NECESSARY TO ACCOMMODATE DIFFERENTIAL MOVEMENT BETWEEN ASSEMBUES. D. QUALITY ASSURANCE D.1. FIRE RATED CONSTRUCTION JOINT ASSEMBLIES: SUCCESSFULLY TESTED IN ACCORDANCE WITH ASTM E119, INCLUDING HOSE STREAM TEST, TO MEET THE HOURLY RATING OF THE CONSTRUCTION BEING SEALED. D.2. FIRE RATED CONSTRUCTION JOINT ASSEMBUES AT PARTITION HEADS SHALL HAVE BEEN SUCCESSFULLY TESTED IN ACCORDANCE WEI THE DYNAMIC REQUIREMENTS OF UL 2079, INCLUDING HOSE STREAM TEST, TO MEET THE HOURLY RRE RATINGS OF THE CONSTRUCTION BEING SEALED. E. FIRE RATED CONSTRUCTION JOINT ASSEMBUES: E.1. METAL STUD PARTITION HEAD CONSTRUCTION JOINT ASSEMBLY: E.1.1. SYSTEM: BASED ON UL ASSEMBUES LISTED ON THE DRAWINGS. E.1.2. FIRE RATED RUNNER: "FIRE TRAK" BY FIRE TRAK CORPORATION, KIMBALL MN (612-398-7800). E.1.3. GYPSUM BOARD: AS SPECIFIED IN SECTION 09250. E.1.4. ALL, VOID, OR CAVITY MATERIAL AS LISTED IN THE FIRE RATED ASSEMBLY . F. INSTALLATION: F.1. INSTALL CONSTRUCTION JOINT ASSEMBLIES IN ACCORDANCE WITH THE FIRE RATED ASSEMBLIES LISTED, AND AS NECESSARY TO MEET THE SPECIFIC FIRE RATING REQUIREMENTS. F.2. COORDINATE INSTALLATION OF INTEGRAL COMPONENTS AS NECESSARY TO ENSURE TFIE FIRE RATING OF THE ASSEMBUES. SECTION 07920 JOINT SEALANTS A. PERFORM WORK IN ACCORDANCE WITH ASTM C1193, UNLESS SPECIFIED OTHERWISE OR RECOMMENDED OTHERWISE BY THE SEALANT MANUFACTURER B. SEALANTS: B.1. TYPE S - NEUTRAL CURE SILICONE SEALANTS: B.1.1. DOW CORNING, 790 SILICONE BUILDING SEALANT, OR 795 SILICONE STRUCTURAL GLAZING AND WEATHERPROOFING SEALANT. B.1.2. PECORA, 890 ARCHITECTURAL SILICONE SEALANT. 8.2. TYPE PINS: ASTM C920, TYPE M, GRADE NS, CLASS 25; PECORA "DYNATRED," TREMCO "HPL,* OR APPROVED; CUSTOM COLORS TO MATCH ADJACENT GROUT COLOR. B.3. TYPE A: AS1M C834; TREMCO "ACRYUC LATEX CAULK", PECORA "AC-20N, SONNEBORN "SONOLAC" OR APPROVED. B.4. TYPE SM: MILDEW RESISTANT S1UCONE SEALANT: USDA APPROVED; DOW CORNING 786 BY DOW CHEMICAL GE SANITARY SEALANT OR APPROVED; CLEAR. C. ACCESSORY MATERIALS: C.1. PRIMER: NON-STAINING TYPE, RECOMMENDED BY SEALANT MANUFACTURER TO SUIT APPLICATION. C.2. JOINT CLEANER: NON-CORROSIVE AND NON-STAINING TYPE, RECOMMENDED BY SEALANT MANUFACTURER; COMPATIBLE WITFI JOINT FORMING MATERIALS. C.3. JOINT FILLER: CLOSED CELL POLYETFIYLENE FOAM; ROUND PROFILE; THICKNESS: 130% OF JOINT WIDTH. C.4. BOND BREAKER: PRESSURE SENSITIVE TAPE RECOMMENDED BY SEALANT MANUFACTURER TO SUIT APPUCATION. D. PREPARATION: 0.1. CLEAN AND PREPARE JOINTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REMOVE LOOSE MATERIALS AND OTHER FOREIGN MATTER THAT MIGHT IMPAIR ADHESION OF SEALANT. D.2. APPLY MASKING TIGHTLY AROUND JOINTS TO PROTECT ADJACENT SURFACES FROM EXCESS SEALANT. D.3. PRIME AS REQUIRED FOR PROPER BOND TO SUBSTRATE MATERIALS. D.4. PLACE BACKING MATERIALS TO ACHIEVE PROPER SEALANT WIDTH/DEPTH RATIOS. USE BOND BREAKER W1-IERE REQUIRED. E. INSTALLATION: E.1. SEALANT BEADS SHALL HAVE A SECTIONAL WIDTH TO DEPTH RA110 OF 2 TO 1. E.2. INSTAL TYPE PTNS SEALANT FULL DEPTH IN TILE EXPANSION JOINTS WITH NO BACKER ROD. E.3. TOOL JOINTS CONCAVE, UNLESS INDICATED OTHERWISE. FINISH FREE OF AIR POCKETS, FOREIGN EMBEDDED MATTER, RIDGES, AND SAGS. F. PROTECT SEALANT IN JOINTS SUBJECT TO DIRT, MOISTURE, AND TRAFFIC DURING THE SEALANT CURING PROCESS. PROTECTION SHALL BE ABLE TO RESIST TRAMC WHILE REMAINING SECURELY IN POSITION. G. SCHEDULE: G.1. TYPE S: PROVIDE AT ALL EXTERIOR JOINTS; STANDARD COLORS AS SELECTED BY OWNER / REPRESENTATIVE. G.2. TYPE PINS: PROVIDE AT ALL EXPANSION JOINTS IN STONE AND TILE; CUSTOM COLORS TO MATCH GROUT SAMPLES SUBMITTED BY THE TILE INSTALLER. G.3. TYPE A: PROVIDE AT ALL INTERIOR JOINTS, UNLESS SPECIRED OTHERWISE; STANDARD COLORS TO MATCH ADJACENT CONSTRUCTION. G.4. TYPE SM: PROVIDE AT JOINTS AROUND COUNTERTOPS IN RESTROOMS. DIVISION 8 - DOORS AND WINDOWS SECTION 08115 HOLLOW METAL DOORS AND FRAMES A. SUMMARY: HOLLOW STEEL DOORS AND FRAMES. B. REFERENCES: 8.1. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA): NFPA 80 - FIRE DOORS AND WINDOWS. B.2. STEEL DOOR INSTITUTE (SDI): B.2.1. SDI-100 - STANDARD STEEL DOORS AND FRAMES. 8.2.2. SDI-105 - RECOMMENDED ERECTION INSTRUCTIONS FOR STEEL FRAMES. B.3. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) 6.3.1. A366 - SPECIFICATION FOR STEEL CARBON, COLD ROLLED SHEET, COMMERCIAL QUALITY. B.3.2. A569 - SPECIRCATION FOR STEEL, CARBON (0.15 MAXIMUM PERCENT), HOT ROLLED SHEET AND STRIP, COMMERCIAL QUAUTY. C. QUALITY ASSURANCE: C.1. CONFORM TO REQUIREMENTS OF SDI-100. C.2. REGULATORY REQUIREMENTS: C.2.1. INSTALLED FRAME AND DOOR ASSEMBLY SHALL CONFORM TO NFPA 80 FOR FIRE RATED CLASS INDICATED. C.2.2. WHERE DOORS ARE NOTED WITH AN HOURLY FIRE RESISTANCE RATING, PROVIDE DOOR AND FRAME ASSEMBLIES LABELED BY UNDERWRITER'S LABORATORY OR ANY OTHER TESTING LABORATORY APPROVED BY THE LOCAL CODE AUTHORITIES, TO MEET THE HOURLY FIRE RATING NOTED. ASSEMBLIES SHALL MEET JURISDICTIONAL REQUIREMENTS FOR POSITIVE PRESSURE. C.2.3. WHERE A HOLLOW METAL FRAME IS USED AS A GLAZED OPENING IN AN INTERIOR FIRE RATED WALL ASSEMBLY, THE FRAME SHALL BE LABELED TO MATCH THE FIRE RATING REQUIRED FOR A DOOR ASSEMBLY IN THE ARE RATED WALL, EXCEPT IN A 1 HOUR FIRE RATED CORRIDOR WALL ASSEMBLY, THE GLAZED FRAME SHALL BE LABELED TO A 45 MINUTE RATING. IN A 1-HOUR FIRE RATED CORRIDOR WALL ASSEMBLY, WHERE THE DOOR FRAME IS INTEGRAL WITH THE GLAZED FRAME, THE FRAME SHALL HAVE A 45 MIN. RATING. C.3. INCLUDE "S" LABEL ON RRE RATED DOOR ASSEMBLIES WHICH ARE LOCATED AT 1 HOUR RATED EXIT CORRIDORS WHEN REQUIRED BY LOCAL JURISDICTION. C.4. MEMBERS OF THE STEEL DOOR INSTITUTE AND OF THE NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURER'S, SUBJECT TO COMPLIANCE WITH THE SPECIFIED REQUIREMENTS. D. MATERIALS: D.1. STEEL SHEET: COLD ROLLED ASTM A366, OR HOT ROLLED PICKLED AND OILED SHEET CONFORMING TO ASTM A569. E. DOORS: E.1. SDI-100, SEAMLESS DESIGN. E.2. MINIMUM 18-GAGE FACE SHEETS FOR INTERIOR DOORS; MINIMUM 16 GAGE FACE SHEETS FOR EXTERIOR DOORS. E.3. CORE E.3.1. INTERIOR DOORS: VERTICAL STEEL STIFFENERS W/SOUND DEADENING ALL BETWEEN, OR RESIN IMPREGNATED KRAFT PAPER HONEYCOMB CORE. E.3.2. EXTERIOR DOORS: POLYSTYRENE OR POLYURETHANE FOAM CORE. E.4. PROVIDE CONTINUOUSLY WELDED SEAMLESS EDGES. NO PLASTIC FILLERS WILL BE ACCEPTED. F. HOLLOW METAL KNOCK DOWN FRAMES (PROVIDE AS INDICATED ON DOOR SCHEDULE) F.1. FRAME MATERIAL COLD ROLLED STEEL, FOR INTERIOR FRAMES. COLD ROLLED STEEL, ELECTRO-GALVANIZED FOR EXTERIOR FRAMES. F.2. FRAME PROFILE: (5) STANDARD SERIES INTERIOR, 20 GAGE C SERIES, 18 GAGE EXTERIOR F.3. FRAME CASINGS: MATERIAL; STEEL CASINGS WITH CORNER ALIGNMENT CUPS. TYPE; STANDARD STEEL MODEL TA-8 WITH 1/4 INCH REVEAL RT FACTORY ASSEMBLED UNITS WITH MITERGARD CORNER ALIGNMENT CUPS. G. FULLY WELDED FRAMES: G.1. DESIGN: DOUBLE RABBET, UNLESS INDICATED OTHERWISE; FULLY WELDED. G.2. EXTERIOR FRAMES: MINIMUM 14 GAGE. G.3. INTERIOR FRAMES: MINIMUM 16 GAGE FOR FRAMES OF DOOR OPENINGS UP TO AND INCLUDING 4 FEET IN WIDTH; 14 GAGE FOR FRAMES GREATER THAN 4 FEET IN WID11F1. G.4. PROVIDE EXTENDED RETURN LEG AT EXTERIOR OPENINGS AS INDICATED TO SUPPORT SEALANT SYSTEMS. H. FABRICATION: H.1. SHOP-FABRICATE UNITS TO ACCOMMODATE THE HARDWARE SPECIFIED IN SECTION 08710. H.2. FABRICATE FRAMES AND DOORS WITH HARDWARE REINFORCEMENT PLATES WELDED IN PLACE. REINFORCE FOR BUTTS, CLOSERS, AND OTHER SIMILAR MOVING HARDWARE ITEMS. REINFORCING SHALL BE MINIMUM 3/16-INCH STEEL PLATE. REINFORCE EACH BUTT WITH MINIMUM 10-1/2 X 1-1/2 INCH PLATE ON HINGE SIDES OF BOTH DOOR AND FRAME. REINFORCE FOR CLOSERS THE FULL WIDTH OF THE DOOR. H.3. REINFORCE FRAMES WIDER THAN 48 INCHES WITH ROLL FORMED STEEL CHANNELS FITTED TIGHTLY INTO FRAME HEAD, FLUSH WITH TOP. H.4. CLOSE TOP AND BOTTOM EDGES OF DOORS WITH STEEL CHANNEL MINIMUM 16-GAUGE EXTENDING FULL WIDTH OF DOOR, SPOT-WELDED TO BOTH FACES. CLOSE TOP EDGES OF EXTERIOR DOORS FLUSH WITH STEEL FILLER CAP; SEAL JOINTS WATERTIGHT. H.5. FINISH AT EXTERIOR UNITS: MODIFIED EPDXY ESTER BAKED-ON PRIMER TO RECEIVE URETHANE COATING SPECIFIED IN SECTION 09900; OR "SERIES 69 EPDXOLINE II," BY TNEMEC, OR SERIES 888" BY CARBOUNE. H.6. PROVIDE METAL RAIN HOOD FOR EXTERIOR DOOR FRAMES. H.7. ATTACH ARE RATED LABEL TO EACH FRAME AND DOOR UNIT. I. INSTALLATION OF FRAMES: 1.1. INSTALL FRAMES IN ACCORDANCE WITH SDI-105 AND IN ACCORDANCE WITH LABELING REQUIREMENTS. 1.2. COORDINATE WITH WALL CONSTRUCTION FOR ANCHOR PLACEMENT. 1.3. INSTAL ACCESSORIES. 1.4. INSTALLATION TOLERANCES: 1.4.1. MAXIMUM DIAGONAL DISTORTION: 1/16 INCH MEASURED WIN STRAIGHT EDGE, CORNER TO CORNER. 1.4.2. INSTALL DOORS PLUMB AND LEVEL TO 1/16 INCH IN 7 FEET. J. DOOR INSTALLATION: J.1. FIT AND PREPARE DOORS FOR INSTALLATION IN ACCORDANCE WITH T-IE DOOR MANUFACTURER'S PRINTED INSTRUCTIONS. J.2. INSTALL DOORS PLUMB AND SQUARE. J.3. FABRICATE FOR 1/8 INCH CLEARANCE AT HEAD AND EACH JAMB, 1/8 INCH BETWEEN PAIRS OF DOORS, 3/8 INCH CLEARANCE FROM HARD SURFACE FINISH FLOOR AND 3/4 INCH FROM HARD SURFACE BENEATH DOORS AT OPENINGS INDICATED TO RECEIVE CARPETING. J.4. INSTALL ROSES, KICK PLATES, CLOSERS, AND OTHER SURFACE MOUNTED HARDWARE ONLY AFTER DOOR FINISHING IS COMPLETE AND FINISHES ARE COMPLETELY CURED. J.5. RI HOLLOW METAL DOORS IN ACCORDANCE WITH SDI 100. J.6. DOOR AND HARDWARE INSTALLATION IS SPECIFIED IN SECITON 08710. SECTION 08305 ACCESS DOORS A. ACCEPTABLE MANUFACTURERS: A.1. AS INDICATED ON DRAWINGS B. DOOR TYPES: B.1. AS INDICATED ON DRAWINGS B.1.1. SIZE AS INDICATED ON DWGS C. MINIMUM SIZES: PROVIDE ACCESS DOORS IN SIZES INDICATED. WHEN NOT INDICATED PROVIDE 12" X 12" SIZE FOR HAND ACCESS, AND 24" X 24* SIZE FOR MAN ENTRY. D. INSTALLATION: D.1. PROVIDE ACCESS DOORS IN THE LOCATIONS INDICATED, AND FOR ACCESS TO BALANCING AND FIRE DAMPERS, TRAP PRIMERS, VALVES, FANS, TERMINAL UNITS, AND OTHER EQUIPMENT REQUIRING PERIODIC INSPECTION OR MAINTENANCE THROUGH FINISHED WALLS OR CEILING, WHETHER INDICATED OR NOT. D.2. COORDINATE ACCESS REQUIREMENTS WITH OTHER TRADES AND LANDLORD. SECTION 08710 DOOR HARDWARE A. SUPPUER: FINISH HARDWARE SHALL BE SUPPUED BY RECOGNIZED BUILDERS' HARDWARE SUPPLIER WHO HAS BEEN FURNISHING HARDWARE IN THE SAME AREA AS THE PROJECT FOR A PERIOD OF NOT LESS THAN TWO YEARS. THE SUPPLIER'S ORGANIZATION SHALL INCLUDE A MEMBER OF THE AMERICAN SOCIETY OF ARCHITECTURAL HARDWARE CONSULTANTS WHO IS AVAILABLE AT ALL REASONABLE TIMES DURING THE COURSE OF THE WORK TO MEET WITH THE OWNER, OWNER / REPRESENTATIVE, OR CONTRACTOR FOR PROJECT HARDWARE CONSULTATION. B. INSTALLER: FINISH HARDWARE SHALL BE INSTALLED ONLY BY EXPERIENCED TRADESMEN IN COMPLIANCE WITH TRADE UNION JURISDICTIONS, EITHER AT THE DOOR AND FRAME FABRICATION PLANT OR AT THE PROJECT SITE. C. CODES: C.1. ALL FINISH HARDWARE SHALL COMPLY WITH APPUCABLE LOCAL AND/OR STATE CURRENT BUILDING CODES. C.2. HARDWARE FOR F1RE-RATED OPENINGS SHALL ALSO BE IN COMPUANCE WITH ALL FIRE AND BUILDING CODES APPLICABLE TO THE DISTRICT IN WHICH THE BUILDING IS LOCATED. PROVIDE ONLY HARDWARE WHICH HAS BEEN TESTED AND USTED BY UL FOR THE TYPES AND SIZES OF DOORS REQUIRED, AND WHICH COMPLIES WITH THE REQUIREMENTS OF THE DOOR AND DOOR FRAME LABELS. C.3. PROVIDE SMOKE SEALS AS REQUIRED AT EACH RRE-RATED OPENING. D. DEUVERY: DELIVER ALL HARDWARE IN MANUFACTURERS' ORIGINAL UNOPENED UNDAMAGED PACKAGES, CLEARLY IDENTIFYING MANUFACTURER, BRAND NAME & CONTENTS E. IN ADDITION TO REQUIRED ONE-YEAR WARRANTY UNDER CONDITIONS OF THE CONTRACT, FURNISH 5-YEAR UNCONDITIONAL GUARANTEES FOR ALL DOOR CLOSERS, UNDER PROVISIONS OF SECITON 01700 F. FACTORY REPRESENTATIVES FOR DOOR CLOSERS, EXIT BOLTS, AND LOCKSETS SHALL BE AVAILABLE DURING THE CONSTRUCTION TO INSTRUCT THE CONTRACTOR ON THE PROPER METHOD OF INSTALLATION OF THEIR MATERIALS. THEY SHALL INSPECT AND ADJUST THEIR MATERIALS AT THE COMPLETION OF THE WORK, AND SUPPLY PROPER MAINTENANCE MANUALS TO THE OWNER. G. FURNISH 2 SETS OF SPECIAL TOOLS FOR INSTALLATION AND MAINTENANCE OF HARDWARE. TOOLS FOR MAINTENANCE AND ADJUSTMENTS ARE TO BE DELIVERED TO THE OWNER UPON COMPLETION OF THE WORK. H. IN GENERAL UNLESS OTHERWISE INDICATED, FINISHES SHALL BE AS FOLLOWS: H.1. CORRIDORS AND BACK OF HOUSE: AS INDICATED ON DRAWINGS H.2. SAES FLOOR: AS INDICATED ON DRAWINGS I. GENERAL: CONSTRUCTION MASTERKEY ALL LOCKSETS AND CYLINDER ITEMS; PROVIDE 6 CONSTRUCTION MASTERKEYS. J. HARDWARE: J.1. HARDWARE IS SCHEDULED ON THE DRAWINGS. J.2. COMPLY WITH REQUIREMENTS INDICATED BELOW. K. BUTTS: K.1. PROVIDE BUTTS ON EXTERIOR DOORS WITH NON-REMOVABLE PINS (SET SCREW IN BARREL PIN NON REMOVABLE WHEN DOOR IS CLOSED), AND SAFETY STUD. K.2. PROVIDE FULL THREADED WOOD SCREWS FOR WOOD DOORS AND/OR JAMBS. K.3. BUTT WIDTHS LISTED ARE MINIMUM. PROVIDE BUTTS OF WIDER THROW TO SUIT CONDITIONS FOR 180 DEGREE OPERATION OF DOORS, STRUCTURAL CONDITIONS PENDING. L LOCKSETS, DEADLOCKS, CYLINDERS AND PADLOCKS: L1. PROVIDE NEW CYUNDER AT EACH EXISTING DOOR THAT HAS DEADLOCK OR LOCKSET. L2. PROVIDE LOCK STRIKES WITH MINIMUM PROJECTION TO PROTECT TRIM. L3. PROVIDE WROUGHT BOXES FOR LOCKSETS AND DEADLOCKS. L4. PROVIDE DEADLOCKS W1TH ARMORED FRONTS. L5. FUNCTION AS INDICATED IN HARDWARE GROUPS. L6. DEAD BOLTS AT EXTERIOR DOORS SHALL HAVE A MINIMUM THROW OF 1 INCH AND MINIMUM EMBEDMENT OF 3/4 INCH. M. DOOR CLOSERS: AS INDICATED ON DRAWINGS (NO SUBSTITUTE) M.1. ALL OVERHEAD CLOSERS TO BE MOUNTED ON INTERIOR SIDE OF DOOR. NO THRU BOLTS. M.2. PROVIDE MOUNTING BRACKETS AND PROPER LENGTH ARMS TO SUIT ALL CONDITIONS. PROVIDE ARM OPTIONS AS SCHEDULED OR RECOMMENDED BY MANUFACTURER. M.3. SIZES SHALL BE AS RECOMMENDED BY THE MANUFACTURER. CLOSERS SHALL HAVE A 5-YEAR UNCONDITIONAL GUARANTEE. FINISH SHALL MATCH LOCKSETS M.4. PROVIDE FULL METAL COVERS AT OVERHEAD CLOSERS UNLESS OTHERWISE INDICATED; MATCH FINISH OF LOCKSET/LATCHSET AT EACH DOOR. M.5. CLOSURE PRESSURE: SET TO 5 POUNDS FOR EXTERIOR DOORS AND 5 LBS FOR INTERIOR DOORS, PER CURRENT REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT. M.6. OPENER SETTINGS: 101-140 DEGREE M.7. BACKCHECK SETTING: 140 DEGREE M.8. CLOSING SPEED: DELAY SPEED M.9. OPENING FORCE: 5 POUNDS MAX N. DOOR STOPS AND OVERHEAD STOPS: N.1. LOCATE FLOOR STOPS FREE FROM FOOT "RAMC. 0. 'THRESHOLDS: 0.1. MANUFACTURER: AS INDICATED ON DRAWINGS 0.2. TYPES AS SCHEDULED IN THE DRAWINGS. 0.3. INSTALL THRESHOLDS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. P. MISCELLANEOUS: P.1. PROVIDE SILENCERS FOR ALL DOORJAMBS, 3 FOR SINGLE JAMBS AND 4 FOR DOUBLE JAMBS. Q. FURNISH FOR EACH DOOR THE ITEMS SCHEDULED WITHIN THE DESIGNATED HARDWARE GROUPS AS SHOWN ON THE DRAWINGS. R. ADJUSTMENTS AND TESTING: R.1. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OF FUNCTION OF EVERY UNIT. LUBRICATE MOVING PARTS WITH GRAPHITE TYPE LUBRICANT UNLESS OTHERWISE RECOMMENDED BY THE HARDWARE MANUFACTURER. REPLACE UNITS iliAT CANNOT BE ADJUSTED AND LUBRICATED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. R.2. ADJUST CLOSER PRESSURES AS SPECIFIED IN SECTION 08710, UNLESS OTHERWISE REQUIRED BY JURISDICTIONAL AUTHORITIES. R.3. TESTING: R.3.1. TEST CLOSER FOR COMPLIANCE %MTH REQUIREMENTS OF SECTION 08710, INCLUDING OPENING FORCE AND CLOSING SPEED REQUIRED BY JURISDICTIONAL AUTHORITIES. R.3.2. PROVIDE TESTING DEVICE, OPERATE TEST AT EACH DOOR, AND PROVIDE A WRITTEN REPORT ON RESULTS OF TESTS. TESTING DEVICE SHALL REMAIN IN THE POSSESSION OF THE OWNER. SECTION 08800 - GLAZING A. GENERAL PROVIDE GLASS AND GLAZING ACCESSORIES NOT PROVIDED ELSEWHERE AND AS REQUIRED FOR COMPLETE INSTALLATION. B. STANDARDS: COMPLY WITH RAT GLASS MARKETING ASSOCIATION (FGMA) 'GLAZING MANUAL" AND "GLAZING SEALING SYSTEMS MANUAL" C. CODES: SAFETY GLAZING SHALL COMPLY WITH CONSUMER PRODUCT STANDARD 16 CFR 1201, AND SHALL HAVE PASSED ANSI Z97.1. D. MANUFACTURERS: PPG, PILKINGTON, OR NIPPON. E. TEMPERED GLASS: ASTM C1048, KIND FT, FULLY TEMPERED, SELECT GLAZING QUALITY; SAFETY GLASS; NOMINAL 1/4" UNLESS OTHERWISE INDICATED. F. CLEAR ARE RATED GLASS: UL LISTED FOR FIRE RESISTANCE AND TESTED AND APPROVED FOR IMPACT RESISTANCE BASED ON ANSI Z97.1; NOMINAL 1/4- THICK. G. FRAMELESS MIRRORS: ASTM C1036 MIRROR QUALITY 02 CLEAR FLOAT GLASS; FULL SILVER COATING, COPPER COATING AND ORGANIC COATING; NOMINAL 1/4- THICK. H. GLAZING SEALANT: DOW, GE, OR TREMCO; ONE COMPONENT SILICONE GLAZING SEALANT; PROVIDE AS RECOMMENDED BY SEALANT MANUFACTURER FOR APPLICATIONS INDICATED. I. SETTING BLOCKS AND SPACERS: NEOPRENE OR EPDM, SIUCONE COMPATIBLE WHERE IN CONTACT WITH SILICONE SEALANT. J. INSTALLATION: COMPLY WITH GLASS MANUFACTURER RECOMMENDATIONS, FGMA, AND APPLICABLE CODES; METAL SHALL NOT TOUCH GLASS. K. PROVIDE TEMPERED SAFETY GLASS WHEN LOCATED IN THE FOLLOWING AREAS: K.1. IN ALL HINGED AND SUDING GLAZED DOORS, EXCEPT WHERE WIRE GLASS IS REQUIRED TO MEET FIRE RATING REQUIREMENTS. K.2. GLASS WHOSE NEAREST VERTICAL EDGE IS WITFIIN 24 INCHES OF A DOOR OPENING, AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE. K.3. GLASS UNITS LARGER THAN 9 SQUARE FEET IN AREA, WHOSE BOTTOM EDGE IS WITHIN 18 INCHES OF A FLOOR OR WALKING SURFACE WHICH IS IN TURN WITHIN 36 INCHES MEASURED HORIZONTALLY FROM THE GLASS UNIT. DIVISION 9: FINISHES SECTION 09111 LIGHT GAUGE METAL SUPPORT FRAMING A. SYSTEM DESCRIPTION: A.1. SELECT FRAMING SYSTEMS, GAUGES, SUPPORTS, BRACING, AND CONNECTIONS AS NECESSARY TO RESIST THE DESIGN LOADS SPECIFIED. A.2. PARTITION FRAMING SHALL CONFORM TO THE WIDTHS INDICATED, UNLESS APPROVED OTHERWISE. PROVIDE HEAVIER GAGES AND DECREASED STUD SPACING AS NECESSARY TO MEET THE STRUCTURAL REQUIREMENTS. A.3. STRUCTURAL REQUIREMENTS: A.3.1. DESIGN LOADS: A.3.1.1. INTERIOR CEIUNG ASSEMBUES: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LOAD, PLUS DEAD LOADS. A.3.1.2. INTERIOR PARTITIONS WITHOUT WALL MOUNTED CASEWORK: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LATERAL LOAD. A.3.1.3. INTERIOR PARTITIONS WITH WALL MOUNTED CASEWORK: 5 POUNDS PER SQUARE FOOT UNIFORM UVE LATERAL LOAD, PLUS CASEWORK DEAD LOAD, PLUS CASEWORK LIVE LOAD OF 25 PSF OF SHELF AND COUNTER TOP AREA. B. DEFLECTION REQUIREMENTS: B.1. MAXIMUM OF 1/240 THE SPAN. CODE REQUIREMENTS: PROVIDE ASSEMBUES MEETING THE HOURLY RRE RA11NGS INDICATED AND SPECIFIED. ASSEMBLIES SHALL BEEN TESTED IN ACCORDANCE WITH ASTM E119, AND SHALL BE APPROVED BY THE LOCAL JURISDICTIONAL CODE AUTHORITIES. COORDINATE INSTAllATTON OF OTHER MATERIALS THAT ARE A PART OF EACH ASSEMBLY. B.2. FIRE RATING REQUIREMENTS TAKE PRECEDENCE OVER THE CONSTRUCTION REQUIREMENTS INDICATED. IN THE EVENT OF CONFLICT, NOTIFY THE OWNER / REPRESENTATIVE, AND DO NOT BEGIN CONSTRUCTION IN THE AREA OF CONFLICT UNTIL THE CONFLICT HAS BEEN RESOLVED. B.3. PROVIDE ALL CALCULATIONS, DRAWINGS, PRODUCT DATA, AND OTHER VERIFICATION AS REQUIRED BY THE JURISDICTIONAL CODE AUTHORITY TO OBTAIN APPROVAL OF THE LIGHT GAGE METAL FRAMING INSTALLATION. C. MATERIALS: C.1. LIGHT GAUGE METAL FRAMING: ASTM C645-08A; GALVANIZED; PROVIDE "C" SHAPED STUDS, U SHAPED RUNNERS, HAT AND "Z" SHAPED FURRING CHANNELS, AND OTHER SIZES AND SHAPES AS INDICATED ON THE DRAWINGS, AND AS SPECIFIED; MINIMUM 25 GAGE. C.2. COLD ROLLED CHANNELS: RUST INHIBITIVE PAINT COATING; SIZES IN ACCORDANCE WITH ASTM C754. C.3. SCREWS: SELF-TAPPING; LOW PROFILE HEAD. C.4. OTHER FRAMING MATERIALS: FURNISH IN ACCORDANCE WITH ASTM C754-09. C.4.1. SECURE RUNNERS WITH FASTENERS AT MAXIMUM 24 INCHES 0.C. C.4.2. AT CONCRETE FLOORS, USE POWDER DRIVEN FASTENERS OR DRILLED IN CONCRETE ANCHORS. WHERE WALLS ARE INDICATED AS NOT BEING CONTINUOUS TO STRUCTURE ABOVE, ATTACH TOP RUNNER TO ACOUSTICAL CEIUNG GRID WITH SCREWS AT 24 INCHES ON CENTER. PROVIDE SPACER STRIP BETWEEN RUNNER AND CEIUNG SUSPENSION SYSTEM TO ALLOW REGULAR OR REVEAL EDGE ACOUSTICAL PANELS TO CLEAR PARTITION. D. PARTITION FRAMING: D.1. RUNNERS: D.2. UNLESS INDICATED OTHERWISE, INSTALL STUDS VERTICALLY AT 16 INCHES 0.C, AND NOT MORE THAN 2 INCHES FROM ABUTTING CONSTRUCTION, AT EACH SIDE OF OPENINGS, AND AT CORNERS. D.3. MT RUNNERS UNDER AND ABOVE OPENINGS; SECURE INTERMEDIATE STUDS AT SPACING OF WALL STUDS. D.4. BRACE PARTITION FRAMING SYSTEM AND MAKE RIGID. PROVIDE DIAGONAL STUD BRACING AT 8 FT ON CENTER AT ALL FRAMING THAT DOES NOT EXTEND TO STRUCTURE. D.5. INSTALL DOUBLE STUDS CONTINUOUS FROM FLOOR TO TOP TRACK AT THE JAMB OF EACH DOOR FRAME AND CASED OPENING. STUDS SHALL BE AT LEAST THE SAME GAGE AS THE ADJACENT STUDS, BUT IN NO CASE LESS THAN 20-GAGE. D.6. PROVIDE MINIMUM 20 GAGE STUDS AT ALL PARTITIONS SUPPORTING CASEWORK OR COUNTER TOPS. D.7. COORDINATE ERECTION OF STUDS WITH INSTALLATION OF SERVICE UTILITIES. AUGN STUD WEB OPENINGS. D.8. COORDINATE ERECTION OF STUD SYSTEM WITH REQUIREMENTS OF DOOR AND IIMNDOW FRAMES, FIRE EXTINGUISHER CABINETS, RECESSED TOILET ACCESSORIES, ACCESS DOORS, AND OTHER CONSTRUCTION WITHIN MOUNTED PARTITION CONSTRUCTION. D.9. COORDINATE THE INSTALLATION OF FRAMING WITH THE GYPSUM BOARD INSTALLER TO ENSURE SUPPORT AT ALL BOARD EDGES. PROVIDE FRAMING IMMEDIATELY EITHER SIDE OF EXPANSION JOINTS. 0.10. STUD SPUCING NOT PERMISSIBLE. D.11. AT NON-LOAD BEARING FULL HEIGHT PARTITIONS SUBJECT TO COMPRESSION CAUSED BY OVERHEAD STRUCTURAL DEFLECTION, CUT STUDS 1/2 INCH SHORT FROM FULL HEIGHT. DO NOT RIGIDLY CONNECT STUD TO TOP RUNNER. D.12. STUD BRIDGING: D.12.1. AT INTERIOR PARTITIONS GREATER THAN 4 FEET IN LENGTH, AND VAIN RIGID FACING MATERIAL ON ONE STUD FLANGE ONLY, PROVIDE 3/4" BRIDGING CHANNELS IN HORIZONTAL ROWS AT A MAXIMUM OF 5'-0" ON CENTER FOR THE FULL HEIGHT OF THE PARTITION. D.12.2. INTERIOR FULL HEIGHT PARTITIONS (STUDS EXTENDING FROM THE FLOOR TO THE STRUCTURE ABOVE) WITH RIGID FACING MATERIAL STOPPING 3'-0" OR MORE BELOW TOP OF STUDS: PROVIDE ONE ROW 3/e BRIDGING CHANNEL HORIZONTALLY AT TERMINATION OF GYPSUM BOARD MATERIAL AND ONE ADDITIONAL ROW FOR EACH 5'-0" OF EXPOSED STUDS. D.12.3. INSTALL STUD BRIDGING CHANNELS IN LONG LENGTHS, IMRE TYING AND LAPPING THE JOINTS A MINIMUM OF 12." ATTACH BRIDGING CHANNEL TO EACH STUD AS SHOWN IN MANUFACTURER'S PRINTED INSTRUCTIONS. E. BACKING: E.1. BLOCKING AND BACKING SHALL BE PROVIDED IN ACCORDANCE WIN SECTION 06100. F. SIUD AND RUNNER CEIUNG FRAMING: F.1. SECURE RUNNERS TO STRUCTURE ABOVE WITH FASTENERS AS SHOWN ON THE DRAWINGS. F.2. SCREW-FASTEN FRAMING AT EACH JOINT. F.3. PROVIDE DETAILING AS INDICATED TO ALLOW FOR DEFLECTION OF BUILDING STRUCTURE. F.4. PROVIDE BRACING TO MEET SEISMIC REQUIREMENTS AS REQUIRED BY LOCAL CODE G. SUSPENDED CEILING FRAMING: G.1. PROVIDE USG DGLW SUSPENDED GYPSUM WALL BOARD CEIUNG SYSTEM, INSTALLED PER ASTM C363. G.2. SUSPEND CEIUNG FROM OVERHEAD CONCRETE DECK AND STRUCTURAL ELEMENTS ONLY PER LL REQUIREMENTS. DO NOT SUPPORT FROM ANY ELECTRICAL HVAC, PLUMBING, OR SPRINKLER SYSTEM COMPONENTS. WHERE OVERHEAD OBSTRUCTIONS PREVENT THE REGULAR SPACING OF HANGERS, PROVIDE SECONDARY CARRYING MEMBERS FOR INDIRECT SUPPORT OF THE SUSPENSION SYSTEM, OR REINFORCE THE NEAREST ADJACENT HANGERS AND RELATED FRAMING COMPONENTS AS REQUIRED TO SPAN THE REQUIRED DISTANCE. G.3. SPACE CARRYING CHANNELS 4 FEET ON CENTER WITH AL SPLICES LAPPED 12 INCHES AND TIED. G.4. SUPPORT COLD ROLLED CARRYING CHANNELS WITFI HANGER WIRES SPACED AT 4 FEET ON CENTER FOR GYPSUM BOARD CEIUNGS. LOOP HANGER WIRE AROUND SUPPORT ELEMENT AND TIGHTLY WRAP AROUND VERTICAL WIRE 3 TIMES; CUT OFF NEATLY. G.5. SPACE FURRING CHANNELS 16" O.C. WITH ALL SPUCES LAPPED 12, MINIMUM AND TIED; CUP OR SADDLE TIE TO RUNNER CHANNELS WITH 16GA. TlE WIRE. G.6. PROVIDE BRACING TO MEET SEISMIC REQUIREMENTS. H. INSTALLATION TOLERANCES: H.1. INSTALL MEMBERS TO PROVIDE SURFACE PLANE %MTH MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET IN ANY DIRECTION. H.2. LOCATE ASSEMBLIES WITHIN 1/4 INCH OF REQUIRED LOCATIONS. SECTION 09250 GYPSUM BOARD A. SUMMARY: INTERIOR GYPSUM BOARD. B. MATERIALS: B.1. GYPSUM BOARD: B.1.1. 5/8 INCH THICK UNLESS NOTED OTHERWISE; PROVIDE TYPE X IN FIRE RATED PARTITIONS. B.1.2. STANDARD BOARD: ASTM C36/C36M-99E1 B.1.3. WATER RESISTANT BOARD: ASTM C630/C630M-00 B.2. ACCESSORIES: B.2.1. TRIM: CONCEALED RANGE CRIMP-ON OR TAPE-ON TYPE; METAL OR PVC AT CONTRACTOR'S OPTION; GA 216. B.2.2. JOINT COMPOUND, TAPE, AND FINISHING COMPOUND: ASTM C475 / C475M - 02 AND GA 216; USE SETTING TYPE JOINT COMPOUND AT WATER RESISTANT BOARD. B.2.3. GWB PRIME COAT: USG / BEADEX MANUFACTURING COMPANY (AUBURN, WA; 253 931 6600) "PRECOAT." B.2.4. SCREWS: AS114 C1002-07 B.2.5. ZINC CONTROL JOINTS C. INSTALLATION: C.1. INSTALLATION STANDARD: UNLESS SPECIFIED OTHERWISE, PERFORM WORK IN ACCORDANCE WITH GYPSUM ASSOCIATION 216, "RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD, INCLUDING CONTROL JOINTS PER MANUFACTURER RECOMMENDATIONS." C.2. INSTALL WATER RESISTANT BOARD AS A SUBSTRATE FOR SURFACES SCHEDULED TO RECEIVE BONDED FINISHES IN RESTROOMS. C.3. SCREW-FASTEN BOARD TO FRAMING, UNLESS APPROVED OTFIERWISE. C.4. INSTALLATION OF GYPSUM BOARD AT CURVED SURFACES. C.4.1. INSTAL SINGLE LAYER OF 5/8" BOARD OR MULTIPLE LAYERS OF THINNER BOARD AT INSTALLER'S 0P110N. C.4.2. FOR THICKER BOARD AND TIGHTER RADII, DAMPEN BOARD, BLOCK TO THE REQUIRED UNIFORM RADIUS, AND ALLOW TO SET FOR APPROX. ONE HOUR PRIOR TO INSTALL C.4.3. FOR RADII TIGHTER THAN 46" DAMPEN BOARD WITH 10 TO 15 OZ OF WATER PER SIDE AND ALLOW TO SOAK FOR 15 MINUTES PRIOR TO INSTALLATION. COMPLY WITH MANUFACTURER'S INSTRUCTIONS FOR ATTACHMENT TO FRAMING. C.4.4. INSTALL BOARD WITH LONG DIRECTION PERPENDICULAR TO AXIS OF CURVE RADIUS. C.4.5. INSTALL SECOND LAYER IN ACCORDANCE NM SPECIFICATIONS FOR "MULTIPLE LAYER APPLICATIONS." C.4.6. SELECT METHODS TO PRODUCE A UNIFORM RADIUS WITH SMOOTH TRANSITIONS AT JOINTS. INSTAL BOARD TIGHT TO FRAMING. D. FINISHING: 0.1. PROVIDE RNISHING IN ACCORDANCE WITFI GA 214. 0.2. WHERE NECESSARY TO SAND, DO SO WITHOUT DAMAGING THE FACE OF THE GYPSUM BOARD. 0.3. LEVELS OF FINISH: D.3.1. LEVEL 5: PROVIDE AT PUBLIC AREAS, INCLUDING SURFACES TO RECEIVE EIFS FINISHES. D.3.2. LEVEL 4: PROVIDE AT BACK OF HOUSE AREAS. 0.4. GYPSUM BOARD SURFACES SHALL FORM A SMOOTH SURFACE FREE OF RIDGES, JOINT MARKS, FASTENER DEPRESSIONS, AND JOINT FILLER LINES. TAPERED BOARD JOINTS SHALL BE TAPED, FILLED, AND FEATHERED TO 12 INCHES EITHER SIDE OF THE JOINT. NON-TAPERED BOARD JOINTS SHALL BE TAPED, FILED, AND FATHERED TO 18 INCHES EITHER SIDE OF THE JOINT. D.5. FINISH EXISTING GYPSUM BOARD SURFACES TO REMAIN TO MATCH NEW GYPSUM BOARD SURFACES. E. APPLY PRIME COAT TO ALL GWB SURFACES SCHEDULED FOR LEVEL 4 AND LEVEL 5 FINISHES. bkk-OB5 REVIEWED FOR :ODE COMPLIANCE sApv,conte=r) cnyROMIA MAT 2 3 2011 PERMIT CENTER ID1102_A07 Linane/Drews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. 0 Copyright: Linane/Drews Architects, Incorporated 2011 All rights reserved. REGISTERED CH1TEC JAMES E. DREWS STATE OF WASHINGTON ISSUED FOR: DATE PRE BID/BLDG. DEPT. SUBMITTAL 03.25.11 BID/L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By JCV Checked By JD A/E Job Number TD1102.00 File Name TD1102_A07 Project Mgr. NM Scale: AS NOTED Title: SPECIFICATIONS Sheet No. AO.7 PLOT DATE: 5.18.2011 SEC11ON 09300 INTERIOR 11LE A. SUMMARY: INTERIOR TILE SYSTEMS. B. RELATED SECTIONS: 04820 EXTERIOR MORTAR SET STONE VENEER. C. REFERENCES: C.1. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI): C.1.1. A108.5 - CERAMIC TILE INSTALLED WITH DRY -SET AND LATEX PORTLAND CEMENT MORTAR. C.1.2. A118.4 - LATEX - PORTLAND CEMENT MORTAR. C.2. TILE COUNCIL OF AMERICA (TCA): C.2.1. HANDBOOK OF FOR CERAMIC TILE INSTALLATION, CURRENT EDITION. D. QUALITY ASSURANCE D.1. CONFORM TO ANSI STANDARD SPECIFICATIONS FOR THE INSTALLATION OF TILE. E. MATERIALS: E.1. TILE AND STONE TYPES: AS SCHEDULED ON THE DRAWINGS. E.2. SETTING MATERIALS: E.2.1. THINSET MORTAR: LATEX - PORTLAND CEMENT IN ACCORDANCE WITH ANSI A118.4; 100 % ACRYLIC LATEX ADDITIVE AT ALL LOCATIONS. "KERABOND" WITH "UNIVERSAL KERALAST1C" BY MAPEI CORP, DEERFIELD. FL (800/462- 2734), OR "211 CRETE FILLER POWDER" WITH 4237 LATEX THIN -SET ADDITIVE BY LATICRETE INTERNATIONAL, BETHANY CT (800/243- 4788); PROPORTIONS AS RECOMMENDED BY THE MANUFACTURER; OR APPROVED. E.2.2. RAPID -SET THIN BED MORTAR: LATEX MODIFIED; MINIMUM 400 PSI 28 DAY SHEAR STRENGTH TO PORCELAIN (IMPERVIOUS) TILES; "GRANT /RAPID" MTh "KER 318" FLEXIBLE ADMIXTURE" BY MAPEI CORP; OR "211 CRETE FILLER POWDER" WITH "4237 LATEX THIN -SET MORTAR ADDITIVE" AND "101 RAPID SET LATEX "(PROPORTIONS AS RECOMMENDED BY THE MANUFACTURER FOR THE SETTING TIME REQUIRED)," BY LATICRETE INTERNATIONAL, INC. E.2.3. ORGANIC ADHESIVES: ANSI A136.1, TYPE 1; PROVIDE PRIMER /SEALER AS RECOMMENDED BY THE ADHESIVE MANUFACTURER. E.3. GROUT: E.3.1. AS SPECIFIED ON DRAWINGS -NO EXCEPTIONS. . E.4. METAL SCREED: AS MANUFACTURED BY SCHLUTER SYSTEMS, INC. (800/225- 8902); CLEAR ANODIZED ALUMINUM TILE EDGING TRIM; SIZES AS REQUIRED FOR INSTALLATION OF TOP OF SCREED FLUSH WITH TOP OF TILE, OR AS OTHERWISE DETAILED. E.5. CRACK ISOLATION MEMBRANE ONE OF THE FOLLOWING. E.5.1. LAIICRETE "BLUE 92 ANTI- FRACTURE MEMBRANE ". E.5.2. "MAPEILAST1C 315" BY MAPEI CORP. E.6. REINFORCED WATERPROOF MEMBRANE E.6.1. LAIICRETE INTERNATIONAL, INC. "LATICRETE 9235 GENERAL PURPOSE WATERPROOF MEMBRANE ". E.6.2. "NOBLESEAL TS" BY THE NOBLE COMPANY, OR "DAL -SEAL TS." BY DAL -11LE CORP; CPE SHEET WITH NON -WOVEN POLYESTER FABRIC LAMINATED TO B0111 SIDES; NOBLEBOND 21 ADHESIVE BOND COAT. E.7. SILOXANE TYPE TILE SEALER: E.7.1. CERAMASEAL "MAGIC SEAL" BY BOST1K /CERAMASEAL (800/523- 6530). E.7.2. BOS11K- US.COM MIRACLE SEALANTS "511 -H2O BY MIRACLE SEALANTS AND ABRASIVES COMPANY (800/350- 1901). E.8. CEMENTITIOUS BACKER BOARD: E.8.1. 1/2 INCH NOMINAL THICKNESS AGGREGATED PORTLAND CEMENT PANEL REINFORCED WITH GLASS FIBER MESH; "WONDERBOARD" BY CUSTOM BUILDING PRODUCTS (800/272- 8786), "DUROCK INTERIOR OR EXTERIOR" BY USG, OR GEORGIA PACIFIC "DENS - SHIELD," OR APPROVED. E.8.2. TAPE FOR BACKER BOARD: OPEN WEAVE GLASS MESH JOINT TAPE, SELF - ADHESIVE; 2 -1/2 INCHES WIDE. E.8.3. FASTENERS: AS RECOMMENDED BY THE BACKER BOARD MANUFACTURER; THREAD FORMING SELF-DRILLING WAFER HEAD SCREWS; POLYMER COATED OR ZINC PLATED; USG " DUROCK SCREWS," "ROCK -ON," OR APPROVED. F. PREPARATION: CLEAN SUBSTRATE SURFACES FREE OF GREASE, DIRT, DUST, ORGANIC IMPURITIES, CURING AGENTS, AND OTHER MATERIALS THAT WOULD IMPAIR BOND. CLEAN FLOORS WITH "BLAST - TRACK" UNIT IF NECESSARY. G. SLAB LEVEUNG: (COORDINATE WITH LANDLORD REQUIREMENTS) G.1. PRIOR TO INSTALLATION OF THINSET FLOOR TILE, WHERE LOCAL IRREGULARITIES IN THE SUBSTRATE SURFACE WOULD PREVENT LEVEL INSTALLATION OF THE 11LE, THE SUBSTRATE SHALL BE BROUGHT TO PLANE SURFACE WITH VARIATIONS NOT TO EXCEED 1/8 INCH IN 4 FEET (CUMULATIVE) AND 1/4 INCH IN 10 FEET (NON - CUMULATIVE). SMOOTH ALL ABRUPT CHANGES IN PLANE. G.2. USE THINSET MORTAR OR OTHER FILLER FOR SLAB LEVELING. OTHER FILLERS ARE SUBJECT TO ENDORSEMENT BY THE SETTING MORTAR MANUFACTURER. SUBMIT MANUFACTURER'S LETTER OF APPROVAL TO THE OWNER / REPRESENTATIVE, AND THE OWNER'S REPRESENTATIVE. G.3. SCREED OR FLOAT TO APPROPRIATE THICKNESS AND SPECIFIED SURFACE TOLERANCE. ALLOW TO SET PRIOR TO PROCEEDING WITH INSTALLATION. DO NOT EXCEED THE MAXIMUM THICKNESSES FOR THIN BED MORTAR AS RECOMMENDED BY THE MANUFACTURER. H. CRACK ISOLATION: H.1. INSTALL CRACK ISOLATION MEMBRANE ON A UNIT PRICE BASIS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, UNLESS INDICATED OR SPECIFIED OTHERWISE. H.2. CRACK ISOLATION MEMBRANE MAY BE REQUIRED AT THE FOLLOWING LOCATIONS: H.2.1. AT CONTROL AND CONSTRUCTION JOINTS IN CONCRETE FLOORS. H.2.2. AT CHANGES IN SUBSTRATE MATERIALS. H.2.3. SHRINKAGE CRACKS 1/16 INCH OR LARGER IN EXISTING SLABS. H.3. EXTEND A MINIMUM OF 24 INCHES EACH SIDE OF CRACK OR JOINT. H.4. SUBSTRATE EXAMINATION: H.4.1. SUBSTRATES ARE SUBJECT TO EXAMINATION BY THE OWNER AND THE OWNER / REPRESENTATIVE PRIOR TO INSTALLATION OF TILE OR SLAB LEVEUNG MATERIALS. FURNISH A MINIMUM OF 7 DAYS NOTICE. H.4.2. THE EXAMINATION WILL DETERMINE THE NEED FOR CRACK ISOLATION MEMBRANE AT LOCATIONS SCHEDULED ABOVE. WATERPROOF MEMBRANE INSTALLATION: (COORDINATE WITH LANDLORD REQUIREMENTS) 1.1. INSTALL WATERPROOF MEMBRANES IN STRICT ACCORDANCE W1T11 MANUFACTURER'S INSTALLATION INSTRUCTIONS. 1.2. EXCEPT WHERE INDICATED OTHERWISE, EXTEND WATERPROOF MEMBRANE UP THE WALL TO 4 INCH MINIMUM HEIGHT. DO NOT EXPOSE THE WATERPROOF MEMBRANE TO VIEW. 1.3. INSTALL WATERPROOF MEMBRANE INTO CLAMPING RING OF FLOOR DRAINS. 1.4. PROTECT WATERPROOF MEMBRANE FROM DAMAGE UNTIL AFTER 11LE INSTALLATION IS COMPLETE. 1.5. MEMBRANE LOCATIONS ARE SCHEDULED AT THE END OF THIS SECTION. 1.6. FLOOD TESTING OF MEMBRANE: 1.6.1. WATER TEST WATERPROOF MEMBRANE INSTALLATIONS AT ABOVE GRADE FLOORS PRIOR TO INSTALLATION OF TILE. 1.6.2. NOTIFY THE OWNER / REPRESENTATIVE A MINIMUM OF 72 HOURS PRIOR TO TESTING. 1.6.3. VERIFY THAT ELEMENTS INSTALLED BY OTHER TRADES WHICH PENETRATE THE MEMBRANE ARE SEALED AND READY TO RECEIVE TESTING. 1.6.4. PLUG DRAINS AND PROVIDE WATER DAMS TO CONTAIN THE WATER. 1.6.5. FILL TEST AREA WITH WATER TO A DEPTH OF 1 INCH AT THE SHALLOWEST POINT, AND LEAVE FOR A MINIMUM OF 24 HOURS. 1.6.6. REPAIR LEAKS OBSERVED FROM TEST; RETEST AS NECESSARY TO ACHIEVE A LEAK -FREE INSTALLATION. J. SCREED INSTALLATION: J.1. INSTALL SCREEDS AT TILE FIELD EDGES AT THE LOCATIONS INDICATED. J.2. ACCURATELY CUT TO LENGTH FOR FLUSH TIGHTLY BUTTED JOINTS. PROVIDE MITER CUT ANGLE JOINTS. REMOVE BURRS AT FIELD CUTS. J.3. INSTALL IN LONGEST POSSIBLE LENGTHS, EXCEPT THAT NO SCREED SECTION SHALL BE LONGER THAN 12 FEET OR SHORTER THAN 4 FEET IN LENGTH FOR CONTINUOUS RUNS GREATER THAN 16 FEET. J.4. INSTALL SCREEDS FREE FROM WAVES AND VARIATIONS IN HEIGHT, FLUSH WITH TOP OF ADJACENT TILE SURFACES. J.5. SET SCREEDS DIRECTLY IN SETTING BED AS THE TILE INSTALLATION PROCEEDS. COMPLY WITH SCREED MANUFACTURER / INSTRUCTIONS TO ACHIEVE MORTAR TIGHTLY COMPACTED BETWEEN SCREED AND TILE EDGE. J.6. GRIND SCREED JOINTS AS NECESSARY TO CORRECT MINOR MISALIGNMENT AND TO EASE SHARP OUTSIDE CORNERS. K. CEMENTIT1OUS BACKER BOARD INSTALLATION K.1. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. K.2. INSTALL UNITS WITH EDGES FIRMLY SUPPORTED. K.3. SCREW- ATTACH UNITS WITH 1 INCH LONG DRYWALL SCREWS SPACED 6 INCHES ON CENTER ALONG FRAMING. K.4. INSTALL FIBERGLASS REINFORCING TAPE AT JOINTS BETWEEN PANELS. COMPLETELY EMBED IN A THIN SET MORTAR BED. TROWEL MORTAR SMOOTH WITH ADJACENT SURFACES. K.5. CEMENT BACKER BOARD SHALL BE USED AT ALL VERTICAL MORTAR -SET STONE LOCATIONS. L INSTALLATION OF INTERIOR TILE L1. INTERIOR FLOOR APPLICATION - THINSET OVER CONCRETE SUBSTRATE OR CRACK ISOLATION MEMBRANE. L1.1. TCA SYSTEM: SIMILAR TO F113. L1.2. INSTALLATION STANDARD: ANSI A108.5. L1.3. SETTING MATERIALS: THINSET MORTAR; 3/32 -INCH MINIMUM THICKNESS. L2. WALL APPUCATION - GYPSUM BOARD SUBSTRATE L2.1. TCA SYSTEM: SIMILAR TO W243, OR W223. L2.2. INSTALLATION STANDARD: ANSI A108.5 OR A108.4 L2.3. SETTING MATERIALS: THINSET MORTAR OR ORGANIC ADHESIVE. L2.4. JOINT PATTERN: L2.4.1. LAY OUT TILE PATTERN PRIOR TO COMMENCING 11LE INSTALLATION. L2.4.2. ACCURATELY LOCATE GROUT JOINTS ON ONES INDICATED; WHERE NOT INDICATED, ADJUST GROUT JOINTS WITHIN SPECIFIED TOLERANCES TO MINIMIZE USE OF CUT TILES AT FIELD TILES. L2.4.3. WHERE CUT TILES ARE NECESSARY, POSITION FLOOR TILE SUCH THAT CUT TILE AT EACH EDGE OF EACH RECTILINEAR FIELD IS NOT LESS THAN HALF OF A FULL SIZE UNIT. L3. WALL APPUCATION - THINSET OVER CEMENT1T1OUS BACKING BOARD SUBSTRATE L3.1. L3.2. L3.3. L3.4. L3.4.1. L3.4.2. TCA SYSTEM: SIMILAR TO W244. INSTALLATION STANDARD: ANSI A108.5 OR A108.4 SETTING MATERIALS: THINSET MORTAR. JOINT PATTERN: LAY OUT TILE PATTERN PRIOR TO COMMENCING TILE INSTALLATION. ACCURATELY LOCATE GROUT JOINTS ON ONES INDICATED; WHERE NOT INDICATED, ADJUST GROUT JOINTS WITHIN SPECIFIED TOLERANCES TO MINIMIZE USE OF CUT TILES AT FIELD EDGES. L3.4.3. WHERE CUT TILES ARE NECESSARY, POSITION FLOOR TILE SUCH THAT CUT TILE AT EACH EDGE OF EACH RECTILINEAR FIELD IS NOT LESS THAN HALF OF A FULL SIZE UNIT. L4. JOINT PATTERN: L4.1. LAY OUT TILE PATTERN PRIOR TO COMMENCING TILE INSTALLATION. L4.2. ACCURATELY LOCATE GROUT JOINTS ON UNES INDICATED; WHERE NOT INDICATED, ADJUST GROUT JOINTS WITHIN SPECIFIED TOLERANCES TO MINIMIZE USE OF CUT TILES AT FIELD EDGES. L4.3. WHERE CUT TILES ARE NECESSARY, POSITION FLOOR TILE SUCH THAT CUT TILE AT EACH EDGE OF EACH RECTILINEAR FIELD IS NOT LESS THAN HALF OF A FULL SIZE UNIT. L4.4. UNLESS OTHERWISE INDICATED, TILE JOINTS SHALL BE 1/8" WIDE. L5. CLEAN JOINTS OF MORTAR TO MINIMUM DEPTH OF 1/4 INCH TO ALLOW SUBSEQUENT GROUT INSTALLATION. L6. TOLERANCES: L6.1. JOINT WIDTH VARIATION: PLUS OR MINUS 25% OF THE PROPOSED JOINT WIDTH. L6.2. TAPER: PLUS OR MINUS 25% FROM ONE END TO THE OTHER. L6.3. NO PORTION OF A TILE SURFACE SHALL VARY MORE THAN 1/16 INCH ABOVE OR BELOW AN ADJACENT TILE SURFACE. L6.4. INSTALL TIE FIELDS LEVEL TO WITHIN TOLERANCE SPECIFIED FOR FINISHED SUBSTRATE. L7. SPECIAL FLOOR TILE INSTALLATION REQUIREMENTS: L7.1. WASH BACKS OF EACH TILE TO REMOVE ALL DUST AND SOIL THAT WOULD COMPROMISE ADHESION. L7.2. DAMPEN SUBSTRATE AS NECESSARY TO PREVENT EXCESSIVE SUCTION. TROWEL MORTAR ONTO SURFACES TO RECEIVE TILE. L7.3. APPLY MORTAR BOND COAT WITH NOTCHED TROWEL AS REQUIRED FOR PROPER LEVEL L7.4. SET TILE WITHIN TIME SPAN RECOMMENDED BY MORTAR MANUFACTURER. L7.5. BACK BUTTER TILES PRIOR TO SETTING TO ACHIEVE MAXIMUM MORTAR COVERAGE OVER BACK OF TILE AND SUBSTRATE. L7.6. SET TILES IN ACCURATE ALIGNMENT. BEAT IN WITH A WOOD BLOCK, RUBBER HAMMER, OR TWIST AS NECESSARY TO LEVEL TILES. M. GROUTING: M.1. MIX GROUTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. M.2. GROUT ALL JOINTS, EXCEPT EXPANSION JOINTS, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. FLOAT JOINTS TO A SLIGHTLY CONCAVE PROFILE. M.3. REMOVE EXCESS GROUT FROM TILE SURFACES IN ACCORDANCE WITH THE GROUT AND TILE MANUFACTURER'S RECOMMENDATIONS. DO NOT USE EXCESS AMOUNTS OF WATER. M.4. PROTECT ADJACENT SURFACES FROM DAMAGE IF ACID CLEANERS ARE USED. M.5. DO NOT GROUT JOINTS INDICATED TO RECEIVE SEALANTS, INCLUDING INSIDE RIGHT ANGLE CORNER JOINTS BETWEEN FLOORS AND WALLS OF COLUMN BASES. GROUT JOINTS PERPENDICULAR TO EXPANSION JOINTS SHALL BE FINISHED FLUSH WITH 11LE EDGES. M.6. CURED GROUT JOINTS SHALL BE MADE FREE OF EFFLORESCENCE, PRIOR TO SEALING. M.7. CURE INSTALLATION IN ACCORDANCE WITH THE GROUT MANUFACTURER'S RECOMMENDATIONS. PROTECT TILE AND GROUT DURING CURING OPERATIONS. N. EXPANSION JOINTS N.1. PLACE EXPANSION JOINTS AS INDICATED ON THE DRAWINGS, BUT IN NO CASE MORE THAN 30 -FOOT INTERVALS FOR INTERIOR INSTALLATIONS. N.2. PLACE EXPANSION JOINTS AT CONTROL AND EXPANSION JOINTS IN CONCRETE SLABS, AND AT INTERSECTIONS WITH WALLS AND COLUMNS. N.3. JOINT SIZES: SET TO MATCH WIDTH OF TYPICAL GROUTED JOINT. N.4. LEAVE EXPANSION JOINTS FREE OF MORTAR. N.5. SEALANT MATERIALS AND INSTALLATION ARE SPECIFIED IN SECTION 07920. 0. CLEANING: WASH AND THOROUGHLY RINSE ALL TILE. LEAVE ALL TILE SURFACES CLEAN. P. TILE SEALING: P.1. APPLY SEALER IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE MAXIMUM PENETRATION INTO GROUTS. P.2. WIPE TILE SURFACES AFTER APPLICATION AS NECESSARY TO REMOVE ALL VISIBLE SEALER RESIDUE. Q. SPECIAL PROTECTION REQUIREMENTS FOR 11LE SURFACES: Q.1. AREAS SUBJECT ONLY TO FOOT TRAFFIC: LAY DOWN NON- STAINING CURING PAPER LAPPED AND SEALED AT JOINTS AND EDGES WITH NASHUA BRAND DUCT TAPE. DO NOT USE POLYETHYLENE OR PRODUCTS CONTAINING BITUMINOUS MATERIALS. Q.2. AREAS SUBJECT TO ROWNG TRUCKS, DOWES AND OTHER EQUIPMENT: IN ADDITION TO THE ABOVE, SUCH AREAS SHALL BE FURTHER PROTECTED BY CONTINUOUS PLYWOOD OR HARDBOARD RUNWAYS. COORDINATE DESIGNATION OF SUCH AREAS. SEC11ON 09510 ACOUSTICAL CEILINGS A. REFERENCES: A.1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): A.1.1. C635/C635M -07 - METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANEL CEIUNGS. A.1.2. C636/C636M -08 - RECOMMENDED PRACTICE FOR THE INSTALLATION OF METAL CEILING SUSPENSION SYSTEMS FOR ACOUSTICAL 11LE AND LAY -IN PANELS. B. PRODUCTS: B.1. CEIUNG TILE: ARMSTRONG, DESIGNER #734, COLOR: BLACK B.2. SUSPENSION SYSTEM: PRELUDE, ML 15/16" EXPOSED TEE GRID B.3. ARMSTRONG VE SPEC: CIRRUS 2X2 BEVELED, TEGULAR 11LE, CREAM, 3/4" THICK; 9/16" GRID, CREAM SUPRAF1NE XL; L- REVEAL ® PERIMETER - CREAM C. INSTALLATION: C.1. INSTALL SYSTEM IN ACCORDANCE WITH ASTM C636 AND THE REQUIREMENTS OF THE JURISDICTIONAL CODE AUTHORITIES. C.2. INSTALL GRID TO PRODUCE FINISHED CEILING TRUE TO ONES AND LEVELS INDICATED, WITHIN THE SPECIFIED TOLERANCES. C.3. INSTALL SUSPENSION SYSTEMS IN A MANNER TO SUPPORT ALL SUPERIMPOSED LOADS, WITH MAXIMUM PERMISSIBLE DEFLECTION OF 1/270 OF SPAN. C.4. HANG SYSTEM INDEPENDENT OF WALLS, COLUMNS, DUCTS, PIPES AND CONDUIT. WHERE DUCTS OR OTHER EQUIPMENT PREVENT THE REGULAR SPACING OF HANGERS, PROVIDE SECONDARY CARRYING MEMBERS FOR INDIRECT SUPPORT OF THE SUSPENSIONS SYSTEM, OR REINFORCE THE NEAREST ADJACENT HANGERS AND RELATED CARRYING CHANNELS AS REQUIRED TO SPAN THE REQUIRED DISTANCE. C.5. CENTER SYSTEM ON ROOM AXIS ACCORDING TO REFLECTED CEIUNG PLANS. C.6. PROVIDE ALL ANCHORS REQUIRED FOR THE INSTALLATION OF THE CEIUNG SYSTEM. DO NOT ANCHOR SYSTEM IN ANY MANNER THAT MIGHT CAUSE DAMAGE TO THE STRUCTURAL SYSTEM. C.7. INSTALL EDGE MOLDING AT INTERSECTION OF CEIUNG AND VERTICAL SURFACES, USING LONGEST PRACTICAL LENGTHS. MITER CORNERS. PROVIDE EDGE MOLDINGS AT JUNCTIONS WITH OTHER INTERRUPTIONS. FABRICATE EDGE MOLDINGS TO FIT THE SURFACES ENCOUNTERED. C.8. FIT ACOUSTIC LAY -IN PANELS IN PLACE, FREE FROM DAMAGED EDGES OR OTHER DEFECTS DETRIMENTAL TO APPEARANCE AND FUNCTION. FIT BORDER UNITS NEATLY AGAINST ABUTTING SURFACES. SCRIBE AND MILL RECESSED TEGULAR EDGE INTO PARTIAL BORDER UNITS SUPPORTED AT EDGE BY WALL MOLDING. C.9. HOLD -DOWN CUPS: INSTALL HOLD -DOWN CLIPS AT PANELS WITHIN 20 FEET OF AN EXTERIOR DOOR. C.10. TOLERANCES: C.10.1. VARIATION FORM FLAT AND LEVEL SURFACE 1/8 INCH IN 10 FEET. C.10.2. VARIATION FROM PLUMB OF GRID MEMBERS CAUSED BY ECCENTRIC LOADS: TWO DEGREES MAXIMUM. SECTION 09650 RESIUENT FLOORING A. MATERIALS: A.1. RESILIENT FLOORING: A.1.1. VINYL COMPOSITION TILE (VCT): AS SCHEDULED ON THE DRAWINGS. A.2. LATEX UNDERLAYMENT: WHITE PREMIX LATEX FILLER, MIXED WITH WATER TO PRODUCE A CEMEN11110US PASTE. A.3. PRIMERS AND ADHESIVES: TYPES AS RECOMMENDED BY RESIDENT FLOORING AND BASE MANUFACTURERS FOR SPECIFIC APPUCATION. A.4. TRANSITION STRIPS: A.4.1. CARPET TO VCT: ROPPE #177. A.4.2. VCT TO EXPOSED CONCRETE: ROPPE #172 A.4.3. COLORS PER DETAILS ON SHEET A2.2 B. PREPARATION: INSTALL SUBFLOOR FILLER TO FILL LOW SPOTS, CRACKS, CONSTRUCTION JOINTS, HOLES AND OTHER DEFECTS, AND AS REQUIRED TO ADJUST LEVEL TO MEET ADJACENT FINISHES. FEATHER TO MAXIMUM SLOPE OF 1/8 INCH IN 3 FEET; FLOAT TO SMOOTH, FLAT, HARD SURFACE. PROHIBIT TRAFFIC OVER FILLER. C. RESIUENT FLOORING INSTALLATION C.1. INSTALL RESIDENT FLOORING WHERE SCHEDULED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. C.2. UNLESS INDICATED OTHERWISE, INSTALL RESILIENT FLOORING WITH JOINTS AND SEAMS PARALLEL TO BUILDING ONES. C.3. TERMINATE RESIUENT FLOORING AT CENTERUNE OF DOOR AT DOOR OPENINGS WHERE ADJACENT FLOOR FINISH IS DISSIMILAR, AND WHERE NO THRESHOLD IS INDICATED. C.4. INSTALL EDGE STRIPS AT UNPROTECTED OR EXPOSED EDGES WHERE FLOORING TERMINATES. C.5. SCRIBE FLOORING TO WALLS, COLUMNS, CABINETS, FLOOR OUTLETS AND OTHER APPURTENANCES TO PRODUCE TIGHT JOINTS. C.6. CLEAN SUBSTRATE. SPREAD CEMENT EVENLY IN QUANTITY RECOMMENDED BY MANUFACTURER TO ENSURE ADHESION OVER ENTIRE AREA OF INSTALLATION. SPREAD ONLY ENOUGH ADHESIVE TO PERMIT INSTALLATION OF FLOORING BEFORE INITIAL SET. C.7. SET FLOORING IN PLACE; PRESS WITH HEAVY ROLLER TO ENSURE FULL ADHESION. D. SPECIAL REQUIREMENTS FOR RESIDENT TILE: D.1. OPEN FLOOR TILE CARTONS, ENOUGH TO COVER EACH AREA, AND MIX 11LE TO ENSURE SHADE VARIATIONS DO NOT OCCUR WITHIN ANY ONE AREA. D.2. INSTALL TILES AS INDICATED ON THE DRAWINGS. D.3. INSTALL WITH MINIMUM TILE WIDTH 1/2 FULL SIZE AT ROOM OR AREA PERIMETER, UNLESS INDICATED OTHERWISE. D.4. ARRANGE TO SQUARE GRID PATTERN WITH ALL JOINTS AUGNED, WITH PATTERN GRAIN ALTERNATING WITH ADJACENT UNIT TO PRODUCE BASKET WEAVE PATTERN WITH PATTERN GRAIN PARALLEL FOR ALL UNITS AND PARALLEL TO THE LENGTH OF THE ROOM. E. SEAL JOINT BETWEEN FLOORING AND ADJACENT MATERIALS AT RESTROOMS, BATHROOMS, BREAKROOMS, AND OTHER MOIST AREAS WITH CLEAR SILICONE SEALANT. F. SPECIAL PROTECTION REQUIREMENTS FOR INTERIOR RESIDENT TILE SURFACES: F.1. AREAS SUBJECT ONLY TO FOOT TRAFFIC: LAY DOWN NON- STAINING CURING PAPER LAPPED AND SEALED AT JOINTS AND EDGES WITH NASHUA BRAND DUCT TAPE. DO NOT USE POLYETHYLENE OR PRODUCTS CONTAINING BITUMINOUS MATERIALS. F.2. AREAS SUBJECT TO ROWNG TRUCKS, DOWES AND OTHER EQUIPMENT: IN ADDITION TO THE ABOVE, SUCH AREAS SHALL BE FURTHER PROTECTED BY CONTINUOUS PLYWOOD OR HARDBOARD RUNWAYS. COORDINATE DESIGNATION OF SUCH AREAS. STRIP AND WAX VCT. SECTION 09658 RESILIENT BASE A. MATERIALS: A.1. RUBBER BASE: AS SCHEDULED ON THE DRAWINGS. A.2. PROVIDE ROLL GOODS ONLY. PRIMERS AND ADHESIVES: TYPES AS RECOMMENDED BY RESIDENT BASE MANUFACTURER FOR SPECIFIC APPUCA11ON. B. INSTALLATION: B.1. ADHESIVE INSTALL BASE MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ADHERE TIGHTLY TO WALL AND FLOOR SURFACES. B.2. USE MANUFACTURER'S LONGEST LENGTHS. WHERE CUTTING IS NECESSARY, MAINTAIN MINIMUM MEASUREMENT OF 18 INCHES BETWEEN JOINTS. B.3. B.4. INSTALL BASE TO WALLS AND COLUMNS IN ALL AREAS WHERE RUBBER BASE IS SCHEDULED. B.5. COORDINATE WITH OWNER'S CASEWORK VENDOR AND PROVIDE BASE TO WOOD CASEWORK TOE KICKS WHERE REQUIRED. B.6. SCORE BACK OF BASE MATERIAL WITH GROOVING TOOL, AT ALL OUTSIDE CORNERS; MAINTAIN MINIMUM LEG LENGTH 18 INCHES WHERE WALL LENGTH PERMITS. MOUNT BASE SO THAT SCORED GROOVE IS ACCURATELY AUGNED WITH CORNER, AND WITH BASE TIGHTLY ADHERED TO WALL AT BOTH SIDES OF CORNER, WITH NO VISIBLE GAPS AT TOP OF BASE. WHERE COVE BASE IS FORMED AROUND OUTSIDE CORNERS, STRETCH TOE OF COVE FOR SMOOTH TRANSITION AROUND CORNER, WITH TOE IN UNIFORM CONTACT WITH THE FINISH FLOORING. B.7. SCRIBE AND FIT TO DOOR FRAMES AND OTHER OBSTRUCTIONS. B.8. INSTALL STRAIGHT AND LEVEL TO VARIATION OF PLUS OR MINUS 1/8 INCH OVER 10 FEET. B.9. COORDINATE INSTALLATION OF BASE WITH WORK OF SECTION 09680. B.10. FIT JOINTS TIGHT AND VERTICAL. C110N 09820 ACOUSTICAL INSULATION AND SEALANTS C. CLEANING REl�IEWL FO C.1. REMOVE EXCESS ADHESIVE FROM FLOOR, BASE, AND WALL SURFACES WITHOUT DAMAGICO E CO P'-�A 5ATERIALS: MITER OR COPE INSIDE CORNERS FOR ACCURATE FIT. E.1.1.3. *77136 STRUCTOGLAS ARE RETARDANT WALL & CEILING PANELS" BY SEQUENITA INC. (GRAND JUNCTION TN; 815 467 8600; 800 435 0080); COLOR AS SCHEDULED IN THE FINISH LEGEND. E.1.2. PANEL TYPE: FIBERGLASS REINFORCED POLYESTER PANELS, WITH EMBOSSED TEXTURED FACE. E.1.3. THICKNESS: 3/32 INCH. E.1.4. SIZE 48 INCHES X LENGTH REQUIRED FOR CONDITIONS INDICATED. E.1.5. FIRE RATING: MAXIMUM 25/450 FLAME SPREAD / SMOKE DEVELOPED IN ACCORDANCE WITH ASTM E84. E.2. MOLDINGS: MANUFACTURER'S STANDARD PVC CAP, CORNER, AND DIVISION MOLDINGS; COLOR TO MATCH PANELS. OMIT BOTTOM TRIM WHERE PANEL ABUTS FLASH COVED BASE. E.3. PANEL AND MOLDING INSTALLATION ADHESIVE: E.3.1. ONE OF THE FOLLOWING: E.3.1.1. MARUTE BRAND C -551 CONSTRUCTION ADHESIVE. E.3.1.2. 444 NONFLAMMABLE FRP PANEL ADHESIVE BY W. W. HENRY COMPANY. E.3.1.3. "4054 11TEBOND SOLVENT FREE FAST GRAB FRP ADHESIVE" BY NATIONAL NAIL NATIONALNAILCOM E.3.2. FURNISH ADHESIVE SPREADERS WITH 3/16 INCH V- NOTCHES, 5/16 INCH APART FOR APPLICATION OF ADHESIVE TO PANELS. E.4. SEALANT: FLEXIBLE WATERPROOF SEALANT FOR BEDDING PANEL EDGES, MARUTE BRAND SILICONE SEALANT MS 251 BY MARUTE, OR SILICONE SEALANT S255C BY CRANE COMPOSITES. F. CONDITION OF SURFACES F.1. SUBSTRATE: VERIFY THAT DRYWALL SUBSTRATE IS CLEAN, DRY, SOLID, STRAIGHT, AND FREE FROM PROJECTIONS. F.2. WHERE CONDITIONS REQUIRE INSTALLATION OF PANELING PRIOR TO INSTAU.A11ON OF FLOORING, COORDINATE WITH OTHER TRADES TO ESTABUSH ACCURATE LOCATION OF TOP OF BASE. F.3. DO NOT START WORK UNTIL OTHER WORK REQUIRING PENETRATION OF WALL COVERING HAS BEEN COMPLETED, OR ACCURATELY LOCATED. F.4. COMMENCEMENT OF PLASTIC PANELING WALL COVERING WORK CONSTITUTES INSTALLER'S ACCEPTANCE OF THE SUBSTRATE. G. CUTTING AND FITTING G.1. CUT PANELS ACCURATELY TO SIZE WITH PROPER ALLOWANCE FOR EXPANSION AND MOLDINGS. G.2. SAND OR FILE ALL EDGES SMOOTH WITHOUT CHIPPING. G.3. CUT OPENINGS FOR PENETRATIONS IN ACCURATE LOCATION WITH APPROXIMATE 1/8 -INCH CLEARANCE AROUND PENETRATIONS. H. INSTALLATION H.1. ESTABLISH CENTERLINE OF EACH DISTINCT FLAT AREA TO BE COVERED. TRIM DIVISION MOLDINGS TO MATE WITH BASE MOLDINGS; INSTALL IN SOUD BED OF ADHESIVE, EITHER ON CENTERUNE, OR OFFSET 24 INCHES FROM CENTER, AS NECESSARY TO MAXIMIZE PANEL WIDTHS AT CORNERS. MOLDING SHALL BE INSTALLED STRAIGHT AND PLUMB. H.2. CUT TOP CAP AND DIVISION OR CORNER MOLDINGS TO SHAPE, WITH EDGES TRIMMED TO FIT TO ADJACENT MOLDINGS. H.3. APPLY SEALANT INTO INSTALLED MOLDINGS IN SEQUENCE WITH PANEL INSTALLATION. H.4. APPLY ADHESIVE TO BACKS OF PANELS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. H.5. MAINTAIN ONES AND LEVELS OF PANEL EDGES AND MOLDINGS. H.6. INSTALL PANELS TIGHT TO FLASH -COVED BASE TRIM. H.7. ALLOW 1/8 -INCH GAP BETWEEN TOP CAP, CORNER, OR DIVISION MOLDING POSTS, AND PANEL EDGE; ALL EDGES SHALL BE FIRMLY BEDDED TO THE MOLDINGS IN SEALANT. H.8. PROMPTLY REMOVE SEALANT SQUEEZE OUT WITH A DAMP CLOTH, AS WORK PROGRESSES; REMOVE ADHESIVE WITH APPROPRIATE SOLVENT. H.9. INSTALL SEALANT BEHIND FLANGES AND AT PENETRATIONS THROUGH PANEUNG, AND BETWEEN TOP CAP OF PANEL AND SUBSTRATE. I. CLEANING 1.1. INSPECT SURFACES OF PANELING AND REMOVE EXCESS ADHESIVE FROM FACE OF LAMINATE USING SOLVENT RECOMMENDED BY MANUFACTURER. 1.2. PROMPTLY REMOVE UNUSED CUT PIECES FROM THE SITE. 1.3. PRIOR TO SUBSTANTIAL COMPLETION OF EACH AREA WHERE REINFORCED PLASTIC PANEL WALL COVERING IS INSTALLED, CLEAN ALL SURFACES OF PLASTIC PANELS, USING PROCEDURES RECOMMENDED BY THE MANUFACTURER. C.2. CLEAN BASE AND FLOOR IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. inerakl= A 1 SECTION 09720 WALL COVERINGS A. MATERIALS: A.1. WALL COVERINGS: AS SCHEDULED ON THE DRAWINGS. A.2. ADHESIVES: AS RECOMMENDED BY THE WALL COVERING MANUFACTURER. A.3. ALL WALL COVERINGS SHALL HAVE A MAXIMUM FLAME SPREAD OF 75 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E84. FIRE RETARDANT TREAT ALL NONCONFORMING WALL COVERING. TREATMENT SHALL NOT ALTER THE APPEARANCE OF THE FABRIC. B. PREPARATION: B.1. REMOVE ELECTRICAL OUTLET AND SWITCH PLATES, MECHANICAL DIFFUSERS, ESCUTCHEONS, REGISTERS, SURFACE HARDWARE, FITTINGS, AND FASTENINGS PRIOR TO STARTING WORK; STORE DURING AND REPLACE AFTER WORK. B.2. AT EXISTING PAINTED SURFACES, EVENLY ROUGHEN WITH A MEDIUM GRIT GARNET PAPER, WASH WITH TSP, WIPE CLEAR WATER, ALLOW TO DRY, AND SIZE WITH WALL COVERING ADHESIVE. B.3. TEST SUBSTRATES WITH A SUITABLE MOISTURE METER TO VERIFY THAT THE MOISTURE CONTENT DOES NOT EXCEED 4% C. INSTALLATION - WALL COVERING ON GYPSUM WALL BOARD: C.1. MIX AND APPLY ADHESIVES IN STRICT ACCORDANCE WITH THE ADHESIVE MANUFACTURER'S DIRECTIONS FOR THE TYPE OF MATERIAL BEING APPUED. C.2. INSTALL WALL COVERING SECURE, SMOOTH, CLEAN, AND WITHOUT WRINKLES, GAPS OR OVERLAPS. C.3. A.2. OW of Tukwila Milt EXTEND WALL COVERING CONTINUOUSLY BEHIND SUCH ITEMS AS MIRRORS, AND OTHER ITEMS WHICH ARE CLOSE TO BUT NOT TOUCHING WALLS. C.4. INSTALL WALL COVERING WHERE SCHEDULED IN STRICT ACCORDANCE WITH THE WALL COVERING MANUFACTURER'S RECOMMENDATIONS. C.5. PROVIDE DOUBLE -CUT SEAMS ON NONMATCH PATTERNS; BUTT SEAMS ON MATCH PATTERNS. C.6. HORIZONTAL SEAMS ARE NOT PERMITTED. C.7. CORNER SEAMS: MAKE NO SEAMS WITHIN 6 INCHES OF AN INSIDE OR OUTSIDE CORNER, EXCEPT WHERE A COLOR OR PATTERN CHANGE IS INDICATED. LAP WALL COVERINGS AT INSIDE CORNER SEAMS TO PREVENT SUBSTRATE SHOW THROUGH. C.8. FABRICS: C.8.1. USE FABRIC ROLLS IN CONSECUTIVE NUMERICAL SEQUENCE OF MANUFACTURE. C.8.2. PLACE FABRIC SECTIONS CONSECUTIVELY IN EXACT ORDER IN WHICH THEY ARE CUT FROM THE ROLL INCLUDING FIWNG ALL SPACESABOVE OR BELOW WINDOWS, DOORS, RELIGHTS, OR SIMILAR PENETRATIONS. C.8.3. TRIM PATTERNED FABRICS WHICH ARE NOT FACTORY PRETRIMMED ON A WORK TABLE WITH A STRAIGHT EDGE AND AN INDUSTRIAL RAZOR BLADE FOR EXACT PATTERN MATCH. C.9. INSTALL WALL COVERING SECURE, SMOOTH AND FREE OF WRINKLES, GAPS AND OVERLAPS. D. CLEANUP D.1. REPLACE ALL REMOVED WALL PLATES AND OTHER ACCESSORIES. D.2. REPAIR TO LIKE -NEW CONDITION, OR REPLACE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, ALL SURFACES DAMAGED BY WORK OF THIS SECTION. E. EXCESS YARDAGE: E.1. NOTIFY DESIGNATED OWNER'S REPRESENTATIVE AT THE SITE PRIOR TO REMOVING EXCESS YARDAGE FROM THE JOB. THE OWNER'S REPRESENTATIVE WILL SELECT THE MATERIALS WHICH ARE TO BE RETAINED BY THE OWNER. E.2. CAREFULLY WRAP THE EXCESS YARDAGE SELECTED TO BE RETAINED. DELIVER TO A LOCATION ON SITE AS DIRECTED BY THE OWNER. REMOVE REMAINDER FROM THE SITE AND DISPOSE OF LEGALLY. SECTION 09775 FIBERGLASS REINFORCED PLASTIC (FRP) PANEL WALL COVERING A. SUMMARY: FIBERGLASS REINFORCED PLASTIC PANEL (FRP) WALL COVERING. B. REFERENCES: AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): E84 - TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS C. DELIVERY, STORAGE AND HANDLING: COMPLY WITH REQUIREMENTS OF SECTION 01600. D. ENVIRONMENTAL CONDITIONS D.1. MAINTAIN A MINIMUM TEMPERATURE OF 60 DEGREES F AND RELATIVE HUMIDITY AS PRESCRIBED BY THE ADHESIVE MANUFACTURER, DURING INSTALLATION, AND UNTIL INSTALLED ADHESIVE IS FULLY CURED. D.2. ALLOW NO CONTAINERS OF ADHESIVE TO BE OPENED UNTIL ALL POTENTIAL SOURCES OF FLAME OR SPARK HAVE BEEN SHUT DOWN OR EXTINGUISHED AND UNTIL WARNINGS AGAINST THEIR IGNITION DURING ADHESIVE APPLICATION HAVE BEEN POSTED. D.3. PROVIDE VENTILATION TO DISPERSE FUMES DURING APPUCA11ON OF SOLVENT -BASED ADHESIVE. E. PANEL SYSTEM COMPONENTS: E.1. PANEL MATERIAL E.1.1. MANUFACTURER /TYPE ONE OF THE FOLLOWING. E.1.1.1. MARUTE BRAND CLASS I/A FIRE RATED FRP BY MARUTE (DOVER, OH 330/343- 6621); COLOR AS SCHEDULED IN THE FINISH LEGEND. E.1.1.2. FlRE -X GLASBORD WITH SURFASEAL, BY CRANE COMPOSITES (815/467- 8600); COLOR AS SCHEDULED IN THE FINISH LEGEND. ACOUSTIC INSULATION: ASTM C665, TYPE I; UNFACED MINERAL FIBER BATTS, BLANKETS, OR ROLLS; MINIMUM ARE HAZARD CLASSIFICATION RATING OF 25/50 PER ASTM E84; MINIMUM 3 -INCH THICK, UNLESS REQUIRED OTHERWISE TO MEET THE STC REQUIREMENTS INDICATED OR SPECIFIED; WIDTHS TO FRICTION -FIT BETWEEN STUDS, WHERE INDICATED FOR INSTALLATION IN STUD WALLS. ACOUSTICAL SEALANT: NON- HARDENING, NON- SKINNING, FOR USE IN CONJUNCTION WITH GYPSUM BOARD; SIMILAR TO USG "ACOUSTICAL SEALANT." SPRAYED FOAM: REFER TO ARCHITECTURAL DRAWINGS PREFORMED FOAM FILLER: FOAM ASSEMBUES AVAILABLE FROM THE METAL DECK MANUFACTURER THAT ARE ?REFORMED TO FIT THE FLUTES IN THE METAL DECK. A.5. ACCESSORIES: FURNISH OTHER ACCESSORIES SUCH AS FASTENERS AND RETAINERS, NOT SPECIFICALLY DESCRIBED, BUT REQUIRED FOR A COMPLETE INSTALLATION. B. INSTALLATION: B.1. INSTALL INSULATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, AND AS INDICATED. B.2. INSTALL INSULATION WITHOUT GAPS OR VOIDS. B.3. TRIM INSULATION NEATLY TO FIT SPACES. USE INSULATION MATERIALS FREE OF DAMAGE. B.4. ACOUSTICAL INSULATION AT CEIUNGS: B.4.1. LAY ACOUSTICAL INSULATION OVER EACH ACOUSTICALLY INSULATED PARTITION THAT TERMINATES AT THE CEILING. INSULATION SHALL EXTEND A MINIMUM OF 24" EACH SIDE OF THE CENTERUNE OF THE ACOUSTICAL PARTITION. B.4.2. B.4.3. CUT AND FIT NEATLY AROUND MECHANICAL AND SPRINKLER DROPS. B.4.4. FILL SPACES BETWEEN WALL BATTS (AT TOP PLATE UNE) AND CEILING BATTS TO ENSURE COMPLETE SOUND CLOSURE. B.4.5. OMIT INSULATION OVER TOPS OF RECESSED FLUORESCENT LIGHT FIXTURES; AND WITHIN 2 INCHES OF RECESSED INCANDESCENT FIXTURES. B.5. SEALANT: B.5.1. INSTALL ACOUSTICAL SEALANT AROUND PERIMETER OF ALL ACOUSTICALLY INSULATED PARTITIONS; ONE CONTINUOUS BEAD AT EACH SIDE OF FRAMING MEMBER INTERFACE WITH SUBSTRATE. B.5.2. SEAL ALL PENETRATIONS THROUGH ACOUSTICAL ASSEMBLIES, EXCEPT FOR PENETRATIONS IN FIRE RATED CONSTRUCTION TO RECEIVE FIRESTOPPING. B.6. PROVIDE PREFORMED FOAM FILLERS OR SPRAYED FOAM TO SEAL THE FLUTE OPENINGS WHERE ACOUSTICAL PARTITIONS ARE INSTALLED TIGHT TO METAL DECK ASSEMBLIES. ACOUSTICAL INSULATION BATTS SHALL BE TIGHTLY BUTTED. SEC11ON 09900 PAIN11NG C. SUMMARY: FIELD APPLIED PAINT COATINGS. D. QUAUTY ASSURANCE: D.1. PAINT COATINGS SHALL BE FREE OF DUST, DIRT, FLOW ONES, STREAKS, SAGS, BUSTERS, PINHOLES, RUNS, OR OTHER SURFACE IMPERFECTIONS. D.2. IN ADDITION TO THE COATS SPECIFIED, PROVIDE ADDITIONAL COATS AS REQUIRED TO OBTAIN ADEQUATE HIDE. E. PAINTS: "FIRST QUALITY" COMMERCIAL GRADE PRODUCTS FROM BENJAMIN MOORE PAINT COMPANY, NO EXCEPTIONS. F. SURFACE PREPARATION: ALL SURFACES SHALL BE CLEAN, DRY AND FREE OF FOREIGN MATERIAL AND SURFACES MADE SMOOTH, PRIOR TO THE APPLICATION OF PAINT. G. SPECIAL APPUCATION REQUIREMENTS; INTERIOR GYPSUM WALL BOARD: ROLLER APPLICATION OR SPRAY APPUCA11ON FOLLOWED BY BACK ROWNG H. EXTERIOR SYSTEMS: H.1. PREPRIMED EXTERIOR FERROUS METALS: H.1.1. INTERMEDIATE COAT (OVER SHOP PRIMER): TNEMEC SERIES 69 "EPDXOUNE II ". H.1.2. POLYURETHANE FINISH COATS: SERIES 175 "ENDURA- SHIELD" ACRYUC POLYURETHANE ENAMEL SEMI- EGGSHELL SHEEN. H.1.3. APPLICATION: EXTERIOR FERROUS AND GALVANIZED METAL SURFACES INCLUDING HOLLOW STEEL METAL DOORS AND FRAMES AND BOLLARDS. 1. INTERIOR SYSTEMS: 1.1. INTERIOR FERROUS AND GALVANIZED METAL - ACRYUC 1.1.2. SYSTEM: SYSTEM: THREE COATS; FIRST COAT ACRYLIC DTM PRIMER; SECOND AND THIRD COATS LATEX FINISH. THE PRIMER MAY BE OMITTED AT FACTORY - PRIMED SURFACES, EXCEPT AS NECESSARY TO RECOAT DAMAGED OR ABRADED PREPRIMED SURFACES. SHEEN: SEMI - GLOSS, UNLESS INDICATED OTHERWISE. 1.1.3. APPLICATION: INTERIOR FERROUS METAL SURFACES INCLUDING HOLLOW STEEL METAL DOORS, ACCESS DOORS AND PANELS, AND FIRE EXTINGUISHER CABINETS. 1.1.4. GYPSUM BOARD: 2 COATS PRIMER, 2 COATS OF LATEX PAINT. INTERIOR GYPSUM BOARD SURFACES, UNLESS NOTED OTHERWISE. 1.2. BACK OF HOUSE: 1 COAT PRIMER, 1 COAT FINISH DIVISION 10: SPECIAL11ES SECTION 10400 SIGNAGE A. SECTION INCLUDES: A.1. PLASTIC SIGNAGE. A.2. VINYL SIGNAGE. B. REFERENCES: B.1. AMERICAN WITH DISABIUTIES ACT ACCESSIBILITY GUIDELINES (ADAAG) - LATEST EDITION. B.2. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A117.1, LATEST EDITION. C. PLASTIC SIGNAGE: C.1. MATERIALS: C.1.1. PLASTIC SHEET: 1/8 INCH THICK ACRYLIC SHEET; BLUE; LOW GLOSS FINISH. C.1.2. ADHESIVE MOUNTING TAPE 3M "SCOTCH BRAND #665" DOUBLE - STICK, DOUBLE - COATED TAPE, 1/4" WIDE. C.1.3. RAISED LETTERING: HELVETICA MEDIUM TYPEFACE; WHITE COLOR; 1 INCH HEIGHT; 1/32 INCH RELIEF; SELF - ADHESIVE. C.1.4. BRAILLE: ANSI GRADE II, SELF - ADHESIVE; COLOR TO MATCH ACRYLIC SHEET. C.1.5. PICTOGRAMS: ANSI COMPLIANT; SELF - ADHESIVE. C.2. DIMENSIONS: 4-1/2 INCHES HIGH, WITH WIDTH DETERMINED BY SPECIFIED TEXT; MINIMUM 3/4 INCH BORDER UNLESS INDICATED OTHERWISE; 1/2 INCH RADIUS CORNERS. C.3. SIGNS: C.3.1. FOR EACH TOILET ROOM DOOR: "MEN" OR "WOMEN" AS APPROPRIATE; BLUE WITH WHITE LETTERS; ACCOMPANIED WITH GRADE 2 BRAILLE SYMBOL OVERALL SIGN TO BE 2 -1/2 INCH HIGH BY LENGTH REQUIRED. C.3.2. FOR EACH TOILET ROOM DOOR: INTERNATIONAL SYMBOL OF ACCESSIBILITY: NOMINAL 3 INCHES BY 3 INCHES; STANDARD BLUE AND WHITE. D. VINYL SIGNS: D.1. TYPE: PRESSURE SENSITIVE ADHESIVE BACK; MACHINE BLADE CUT; CUSTOM COLORS AS SCHEDULED. D.1.1. D.1.2. TEXT: AS SCHEDULED BELOW. STYLE /SIZE HELVETICA MEDIUM; 1" HIGH, UNLESS OTHERWISE INDICATED. D.1.3. SUBMIT SIGN FOR APPROVAL D.2. SCHEDULE: D.2.1. SUITE NUMBERS: 3" HIGH INDIVIDUAL LETTERS; TEXT AND COLOR AS DIRECTED BY OWNER'S REPRESENTATIVE AND LANDLORD REQUIREMENTS. D.2.2. AT ENTRY DOORS IN IBC JURISDICTIONS: "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS;" SINGLE SIGN AT EACH ENTRY; SIZE AS REQUIRED; PROVIDE LETTERS IN COLOR WHICH CONTRAST DISTINCTLY FROM BACKGROUND (FRAME) COLOR. D.2.3. AT ENTRY DOORS IN OTHER JURISDICTIONS: WORDING AS INDICATED, OR VERIFY WITH LOCAL CODE AUTHORITY FOR CORRECT WORDING OF SIGN IF WORDING NOT INDICATED; PROVIDE LETTERS IN COLOR WHICH CONTRAST DISTINCTLY FROM BACKGROUND (FRAME) COLOR. D.2.4. "EMERGENCY EXIT ONLY" ON REAR EXTERIOR DOOR (WHERE APPLIES); BLUE WITH WHITE LETTERS; MOUNT AT +66" AFF. E. FABRICATION: E.1. SIGNS SHALL BE FREE OF ROUGH EDGES, IRREGULAR SURFACES, NON- UNIFORM FINISHES, AND OTHER DEFECTS. E.2. PROVIDE PICTOGRAMS WITH ACCURATE COLOR MATCH WITH RAISED LETTERING. E.3. APPLY ADHESIVE PICTOGRAMS AND RAISED LETTERING CAREFULLY, IN ACCURATE AUGNMENT. F. INSTALLATION OF PLASTIC SIGNAGE: F.1. CLEAN SURFACES TO RECEIVE SIGNAGE. F.2. INSTALL SIGNAGE AS REFERENCED IN THE GRAPHICS SCHEDULE AND OTHER ITEMS AS SPECIFIED BELOW. F.3. GRAPHICS SHALL BE MOUNTED LEVEL AND PLUMB. F.4. APPLY SIGNAGE WITH TOP EDGE LOCATED 60 INCHES ABOVE THE FINISH FLOOR SURFACE UNLESS INDICATED OTHERWISE. USE SPECIFIED ADHESIVE MOUNTING TAPE; THE TAPE SHALL NOT BE VISIBLE IN THE INSTALLED POSITION. G. INSTALLATION OF VINYL SIGNS: G.1. ADHERE BY REMOVING PROTECTIVE BACKING SHEET AND PRESSING FIRMLY TO SURFACE, FOLLOWING ACCURATE SPACING. G.2. REMOVE ALL RESIDUE AROUND LETTERS, WIPE CLEAN. H. CLEANUP: H.1. TAKE PRECAUTIONS TO ASSURE ADJACENT SURFACES REMAIN FREE FROM DUST, AND ADHESIVE. H.2. IMMEDIATELY CLEAN SURFACES THAT BECOME SOILED DURING INSTALLATION OF THE LETTERS. H.3. UPON INSTALLATION, CLEAN THE LETTERS AND PIN MOUNTS OF DUST WITH A DAMP CLOTH, TAKING CARE NOT TO DAMAGE UNDERLYING SURFACES. H.4. LEAVE THE INSTALLATION CLEAN, AND COMPLETELY FREE OF FOREIGN MATERIAL THAT WOULD DETRACT FROM VISUAL APPEARANCE OF THE LEI I LRS. SECTION 10810 TOILET ACCESSORIES A. DELIVERY, STORAGE AND HANDLING A.1. DO NOT DELIVER ACCESSORIES TO SITE UNTIL ROOMS IN WHICH THEY ARE TO BE INSTALLED ARE READY TO RECEIVE THEM. A.2. PACK ACCESSORIES INDIVIDUALLY IN A MANNER TO PROTECT ACCESSORY AND ITS FINISH. B. GENERAL B.1. PROVIDE ACCESSORIES AS MANUFACTURED BY BOBRICK WASHROOM EQUIPMENT COMPANY UNLESS OTHERWISE INDICATED, IN QUANTITIES INDICATED ON THE DRAWINGS. B.2. ALL PRODUCTS SHALL BE SATIN STAINLESS STEEL, UNLESS OTHERWISE INDICATED. C. PRODUCTS IN RESTROOMS: (REFER TO SHEET A7.0) D. PREPARATION: D.1. DELIVER INSERTS AND ROUGH -IN FRAMES TO JOB SITE AT APPROPRIATE TIME FOR BUILDING -IN. D.2. FURNISH TEMPLATES AND ROUGH -IN MEASUREMENTS AS REQUIRED. D.3. BEFORE STARTING WORK NOTIFY OWNER'S REPRESENTATIVE IN WRITING OF CONFLICTS DETRIMENTAL TO INSTALLATION OR OPERATION OF UNITS. D.4. PROTECT ADJACENT OR ADJOINING FINISHED SURFACES FROM DAMAGE DURING INSTALLATION OF WORK OF THIS SEC11ON. D.5. VERIFY EXACT LOCATION OF ACCESSORIES. E. INSTALLATION: E.1. INSTALL FIXTURES, ACCESSORIES AND ITEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. E.2. INSTALL TRUE, PLUMB, AND LEVEL SECURELY AND RIGIDLY ANCHORED TO SUBSTRATE. E.3. USE TAMPER -PROOF FASTENERS. SECTION 10999 MISCELLANEOUS A. CORNER GUARDS: A.1. REFER TO ARCHITECTURAL DRAWINGS FOR SPECIFICATION A.2. PAWLING CORNER GUARD; FURNISH WITH PREDRILLED COUNTERSUNK MOUNTING HOLES AND CHROME PLATED OVAL HEAD MOUNTING SCREWS. B. FIRE EXTINGUISHER DRY CHEMICAL TYPE - ABC MULTIPURPOSE TYPE B.1. TYPE: STANDARD FIRE -WEST MODEL ABC -5, POTTER - ROEMER MODEL NO. 3005, LARSEN'S MANUFACTURING COMPANY MODEL MP5, J.L INDUSTRIES COSMIC 5E, OR APPROVED. B.2. 5 LB. CAPACITY, UL RATED 2A- 10B:C, APPROXIMATELY 4 -1/2 INCH DIAMETER X 14 INCHES HIGH, BAKED ENAMEL STEEL SHELL B.3. AGENT: AMMONIUM PHOSPHATE BASE. B.4. LOCATION: REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION OF SURFACE MOUNTED FIRE EXTINGUISHERS DIVISION 11 - EQUIPMENT DIVISION 12 - FURNISHINGS DIVISION 13 - SPECIAL CONSIIRUCIION DMSION 14 - CONVEYING SYSTEMS DIVISION 15 - MECHANICAL DIVISION 16 - ELECTRICAL (NOT USED) (NOT USED) (NOT USED) (NOT USED) (SEE MECHANICAL SHEETS) (SEE ELECTRICAL SHEETS) btO 85 ECEIV P CITYROF TU LA MAY _2 3 2011 PERMIT CENTER TD1102_A08 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. REGISTERED RCHI -_T JAMES E. DREWS STATE OF WASHINGTON ISSUED FOR: DATE PREBID /BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By JCV A/E Job Number 1D1102.00 Checked By JD File Name TD1102JW08 Project Mgr. NM Scale: AS NOTED Title: SPECIFICATIONS Sheet No. A0.8 PLOT DATE 5.152011 �'- 6'-10" 24' -6" 23' -6" 29 110' -7" LEASE DIMENSION 16' -11" 30' -10" 42' -2" 8'-1" Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax Mewvi�mm %�! �! ! �! ! �! i! i! i! i! i! i! i! i! i! i! i! i! i! i! i ! i! i! i! i! i! i! i ! !i!i! �i 10 -7 ►� V.I.F. All information shown or described herein is the property of Linane / Drews Architects. Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. • -- -T I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 REGISTERED ' RCHIT T i. .....� / \ /. - -�\ \ 1 1 \ \ \ 1 I 1 1 1 1 I 1 1 \ \ 1 1 \ / 40' -5" LEASE DIMENSION r 1 1 1 1 1 1 / 1 1 // 1 L J r r 1 I 1 1 1 r 1 r 1 1 1 L J L I I I I I I L J L ISSUED FOR: PRE BID /BLDG.DEPT. SUBMITTAL BID /L.L. FINAL REVIEW CONSTRUCTION SET DATE 03.25.11 04.08.11 05.18.11 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 .1-- -. b .1- -I. 1 1 1 1 1 1 1 1 1 1 1 I 1 l 1 1 1 1 1 1 1 1 1 I b .b- ,. -1- - b .L.- _L. I 1 1 1 1 I 1 I 1 I I 1 I 1 1 ., .1--. _. .. .- No. REVISION ISSUES: DATE - BLDG. DEPT. RESUB. 05.18.11 1.4444 tigtassr A.A7 A AlAr if/ 41r, rr / 1 COMPD./VC 1)11%.085 ±7' -10" V.I.F. ±15' -4" V.I.F. ±4' -3" V.I.F. ±32' -9" V.I.F. ±51' -6" V.I.F. RECEIV ._ CITYOFTU to rim .232011 PERMIT CENTER ±111' -7" LEASE DIMENSION - V.I.F. DEMOLITION FLOOR PLAN ALL WORK TO BE CONDUCTED BY THE GENERAL CONTRACTOR, UNLESS NOTED OTHERWISE. 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXIST. FIELD CONDITIONS SO AS TO BECOME FAMILIARIZED WITH THE DEMOLITION AND / OR DEMOLITION WORK WHICH MAY BE REQUIRED TO PRODUCE RESULTS INTENDED IN THE CONTRACT DOCUMENTS. THE SCOPE OF WORK DESCRIBED IN THE CONTRACT DOCUMENTS ANTICIPATES THE DEMOLITION OF EXIST. CONSTRUCTION IN PART OR ITS ENTIRETY, AND THE DEMOUTION, RELOCATION AND REPOWERING OF CERTAIN CONSTRUCTION MATERIALS AND EQUIPMENT, INCLUDING ITEMS RELATED TO OTHER TENANTS WHICH MAY PASS THROUGH OR OCCUPY THIS TENANT'S SPACE. IT IS THE INTENT THAT EACH PORTION OF THE DEMOUTION AND REMODEUNG WORK BE DONE BY THE SPECIFIC TRADE INVOLVED IN THE INITIAL INSTALLATION, THAT IS - CARPENTRY WORK BY THE CARPENTRY TRADE, MECHANICAL AND ELECTRICAL WORK BY THE MECHANICAL AND ELECTRICAL TRADES RESPECTIVELY, AND SO ON. THEREFORE, EACH CONTRACTOR AND SUBCONTRACTOR SHALL THOROUGHLY EXAMINE THE PROPOSED WORK AND MAKE ALLOWANCES IN HIS PROPOSAL FOR THE COST OF ALL DEMOLITION AND /OR DEMOLITION WHICH MAY BE REQUIRED TO PRODUCE THE END RESULTS INTENDED BY THE CONTRACT DOCUMENTS. 2. IF THE GENERAL CONTRACTOR IS REQUIRED TO INSTALL A STOREFRONT BARRICADE DURING THE CONSTRUCTION PHASE OF THIS PROJECT, SUCH BARRICADE TO MEET THE LATEST BARRICADE DESIGN REQUIREMENTS OF THE LANDLORD, INCLUDING THE PAINTING OF SUCH BARRICADE AND ANY SIGNAGE ALLOWABLE BY LANDLORD AND UNDER LEASE OBLIGATION. 3. GENERAL CONTRACTOR TO COMPLETE ALL DEMOU11ON AS NOTED IN CONTRACT DOCUMENTS AND REMOVE ALL DEBRIS AND RUBBISH FROM THE PROJECT AND BUILDING SITE. 4. DEMOLITION WORK WILL REQUIRE APPROVAL FROM THE LOCAL BUILDING DEPARTMENT, AND ALL INSURANCE PAPERS AS REQUIRED BY THE LANDLORD OF THE BUILDING TO BE SUBMITTED WITH THE REQUIRED LIMITS OF UABIUTY AND INDICATION OF INSURED PRIOR TO STARTING WORK. 5. ALL AREAS WHERE DEMOLITION IS TO OCCUR IS TO BE SECTIONED OFF FROM THE PUBLIC AND ALL REQUIRED SHORING, BARRICADING, AND SCAFFOLDING TO BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 6. ALL WORK TO BE IN ACCORDANCE WITH 0.S.H.A. REQUIREMENTS. 7. ALL RUBBISH AND DEBRIS TO BE REMOVED FROM THE PROJECT SITE WITHIN A 24 HOUR PERIOD OR PLACED IN PRE - APPROVED DUMPSTER LOCATIONS; THIS CONTRACTOR GENERAL DEMOLITION NOTES TO RECEIVE APPROVAL OF DUMPSTER LOCATION FROM BUILDING LANDLORD REPRESENTATIVE. 8. ALL DEBRIS REMOVED FROM THE PROJECT SITE TO BE DUMPED IN ONLY APPROVED DUMPING SITE. ANY HAZARDOUS MATERIALS DEMOLITION OR DEBRIS DUMPING TO BE COMPLETED BY THIS CONTRACTOR, PER PROPER APPROVALS. 9. GENERAL CONTRACTOR TO CONTACT BUILDING LANDLORD REPRESENTATIVE AND ALL UTIUTY COMPANY REPRESENTATIVES HAVING JURISDICTION OVER THIS PROJECT TO ASCERTAIN BUILDING AND U11UTY COMPANY ONES ABOVE, WITHIN, OR BELOW PREMISES TO AVOID ANY POSSIBIUIIES OF CUTTING SUCH LINES, CAUSING EXPLOSIONS, ETC. 10. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE BREAKOUT AND DEMOLITION OF CONCRETE SLAB AT ALL AREAS WHERE UNDER SLAB MECHANICAL PLUMBING AND ELECTRICAL WORK OCCURS. REVIEW AND COORDINATE EXACT LOCATIONS AND SIZES WITH THE MECHANICAL ELECTRICAL AND PLUMBING DRAWINGS. NOTE: DO NOT CUT SLAB WITHOUT WRITTEN APPROVAL FROM LANDLORD 11. ALL WORK TO BE COMPLETED FOLLOWING LANDLORD'S CONSTRUCTION "RULES AND REGULATIONS ". 12. DEMOUTION OR DEMOLITION REMOVAL TO BE COMPLETED IN A MANNER THAT THE "QUIET ENJOYMENT" OF ALL ADJACENT TENANTS OR THE BUILDING COMPLEX IS ADHERED TO AND THE OPERATION OF ADJACENT TENANTS OR THE BUILDING IS NOT HAMPERED IN ANY WAY. 13. PROTECTION OF ADJACENT TENANTS OR SPACES IS REQUIRED PRIOR TO ACTUAL DEMOLITION. 14. ALL CUTTING OF SERVICES OR UTILITIES AFFECTING THE BUILDING COMPLEX OR ADJACENT TENANTS INCLUDING SPRINKLER OPERATION TO BE COMPLETED ON "OFF HOURS ". 15. ALL ELECTRICAL DEMOLITION TO BE COMPLETED BY A BONDED LICENSED ELECTRICIAN. THE ELECTRICAL CONTRACTOR SHALL REMOVE AND /OR RELOCATE ALL EXIST. ELECTRICAL DEVICES, CONDUIT AND WIRING WORK AS CALLED OUT IN THE CONTRACT DOCUMENTS AND AS NECESSARY WHETHER SUCH ITEMS ARE INDICATED IN THE CONTRACT DOCUMENTS OR NOT,IN ORDER TO ACCOMPLISH THE INSTALLATION OF THE SPECIFIED NEW WORK EQUIPMENT. MATERIAL AND DEVICES REMOVED SHALL BECOME THE PROPERTY OF CONTRACTOR (IF APPROVED BY THE TENANT). SUCH ITEMS MAY ONLY BE REUSED IF SPECIFICALLY DESIGNATED IN THE CONTRACT DOCUMENTS. CONDUIT, WIRE AND OUTLET BOXES REMOVED SHALL BE SCRAPPED BY THE ELECTRICAL CONTRACTOR. WHERE WALLS AND CEILING ARE TO BE REMOVED, THE CONDUIT IS TO BE CUT OFF BY THE ELECTRICAL CONTRACTOR SO THAT THE ABANDONED CONDUIT IN THESE WALLS AND CEILINGS MAY BE REMOVED WITH THE WALLS AND CEILINGS BY THE DEMOLITION CONTRACTOR. ALL DEAD END CONDUIT RUNS SHALL BE PLUGGED AT THE REMAINING UNE OUTLET BOXES OR AT THE PANELS, IF NOT COMPLETELY REMOVED. 16. ALL PLUMBING DEMOU11ON TO BE COMPLETED BY A BONDED LICENSED PLUMBER. PLUMBING SUBCONTRACTOR TO VISIT SITE PRIOR TO BIDDING ON DEMOLITION, LOCATE ALL SUPPLY, WASTE AND VENT PIPING TO BE REMOVED, LABEL ALL SUPPLY, WASTE AND VENT PIPING TO REMAIN, COORDINATE WITH LANDLORD AS TO ALL CONCRETE CUTTING OF SLABS WHICH WILL BE COMPLETED BY LANDLORD'S G.C., CAP BELOW SLAB LINES AS REQUIRED, BRING UP TO SLAB UNES ALL PIPES THAT ARE TO BE CREATED FOR CODE REQUIRED CLEAN -OUTS AND FOR ALL NEW CLEAN -OUTS. COORDINATE WITH GENERAL CONTRACTOR AND INSTALL A BRASS FINISH PLATE LEVEL WITH FINISH FLOOR ON NEW WORK. ALL RECOMPACTION, BACKFILUNG AND NEW SLAB WORK BY THIS CONTRACTOR IN TO BE IN COORDINATION WITH GENERAL CONTRACTOR. CAP ALL ONES IN DEMISING WALLS THAT WILL NOT BE REUSED AND REMOVE ALL LINES CONCEALED IN DEMISING PARTITIONS THAT ARE BEING REMOVED. 17. DEMOLITION WORK TO BE PHASED TO ALLOW PROPER EGRESS FOR ANY PERSON IN CASE OF FIRE OR HAZARD AND NO DEMOUTION WORK CAN OCCUR IF THE WORK JEOPARDIZES A MEANS OF EGRESS FOR THE PUBUC OR PROJECT EMPLOYEES 18. ALL FLOORING MATERIALS TO BE REMOVED. 19. ALL LIGHT FIXTURES TO BE REMOVED. 20. REMOVE EXIST. GYPSUM BOARD AND ACOUSTICAL 11LE CEIUNGS. 21. ALL LABOR TO BE COMPATIBLE WITH OTHER LABOR COMPLETING WORK IN THE BUILDING. 22. ALL PARTITIONING AND FINISHES TO BE REMOVED, UNLESS NOTED OTHERWISE, EXIST. FURRED WALLS AROUND PERIMETER TO BE REMOVED AS NOTED. 23. ALL SPRINKLER LINES, MAINS, BRANCHES, AND HEADS TO REMAIN OR TO BE MODIFIED, RAISED, REPOSITIONED BY THE GENERAL CONTRACTOR'S SPRINKLER CONTRACTOR, OR LANDLORDS DESIGNATED SPRINKLER CONTRACTOR (GENERAL CONTRACTOR TO VERIFY PRIOR TO BID) 24. ONLY THE PLUMBING SHOWN TO BE REMOVED AND ALL ASSOCIATED PIPE PENETRATIONS THROUGH WALLS, ROOF AND FLOOR TO BE SEALED AND LEVELED SMOOTH WITH ADJACENT MATERIALS. 25. ALL ELECTRICAL WIRING AND FIXTURES TO BE REMOVED AND THE MAIN ELECTRICAL SERVICE TO BE EXTENDED AND RELOCATED BY THE GENERAL CONTRACTOR INCLUDING SERVICE CONDUIT AND WIRE, WITH ALL NEW TRANSFORMER(S), DISCONNECTS(S), TROUGHS, PANELS, ETC. TO MAKE UP TENANT'S NEW ELECTRICAL DISTRIBUTION AREA, AS INDICATED ON THE CONTRACT DOCUMENTS 26. REUSE EXIST. ROOF SUPPORTS AND OPENINGS TO THE FULLEST EXTENT POSSIBLE AND PATCH AND REPAIR AS REQUIRED, AND AS INDICATED ON MECHANICAL DRAWINGS. 27. ALL EXIST. UTILITIES WITHIN LEASE LINES TO BE RAISED AND MODIFIED AS REQUIRED, INCLUDING SPRINKLER MAIN, TO ALLOW FOR TENANT'S DESIGN ELEMENTS. 28. THE GENERAL CONTRACTOR TO MAINTAIN THE INTEGRITY OF THE LANDLORD STOREFRONT BULKHEAD, TO STRUCTURE ABOVE. ALL REPAIRS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 29. ALL OBSTRUCTION SHALL BE RAISED TO 13' -0" A.F.F. ALL ELEMENTS IN THE OPEN CEILING SHALL BE INSTALLED PARALLEL STRAIGHT OR AT FULL 90' BENDS. IF THIS CONDITIONS CAN NOT BE MET, PLEASE CONTACT THE DISNEY PROJECT MANAGER IMMEDIATELY. LEGEND EXISTING WALL TO REMAIN EXISTING TO BE DEMOLISHED /REMOVED EXISTING DEMISING WALL TO REMAIN BARRICADE WALL BY GENERAL CONTRACTOR KEYNOTE REFERENCE NOTE: A. GENERAL CONTRACTOR SHALL COMPLETE DISNEY SUPPLIED "SITE VERIFICATION FORM" AND NOTE ANY EXISTING OBSTRUCTIONS THAT WILL INTERFERE WITH THE DESIGN INTENT OF THESE DESIGN DRAWINGS. GENERAL CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT, DISNEY'S REPRESENTATIVE AND DISNEY. B. GENERAL CONTRACTOR SHALL NOTIFY DISNEY'S REPRESENTATIVE SHOULD LANDLORD INHIBIT ACCESS TO ANY AREA WITHIN LEASELINE. GENERAL CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ALL EXISTING CONDITIONS C. UPON COMPLETION OF DEMOLITION WORK, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ANY OBSTRUCTIONS BELOW 14' -0" AND NOTIFY OWNER AND ARCHITECT ON THEIR EXACT LOCATION AND HEIGHTS. NOTE: 1- DO NOT ABANDON ANY UTILITIES OR MATERIALS WITHIN LEASE SPACE. REMOVE BACK TO THE SOURCE. 2- ALL FLOOR PENETRATIONS MUST BE FIRE STOPPED AND SEALED UQUID TIGHT. NO TRENCHING OF CONCRETE SLABS. CORE DRILL ONLY. TD1102JA10 REFERENCE NOTES 0 LEASE UNE SHOWN - O2 EXISTING DEMISING WALL TO REMAIN, G.C. TO PATCH AND REPAIR AS REQUIRED TO RECEIVE NEW FINISH AND MURALS 03 EXISTING STOREFRONT NEUTRAL PIER TO REMAIN AND BE PROTECTED DURING CONSTRUCTION O 4 GC TO CONSTRUCT BARRICADE WALL PER DETAIL . OWNER SHALL INSTALL OWNER PROVIDED BARRICADE GRAPHICS. GC IS REQUIRED TO COORDINATE INSTALLATION OPROVIDE (2) 3' -0" X 7' -0" LOCKABLE FLUSH DOORS, PAINT TO MATCH ADJACENT BARRICADE FINISH O10" WIDE TRENCH FOR DATA AND POWER AT CASHWRAP. REFER TO ELECTRICAL DRAWINGS FOR MORE DETAILS. COORDINATE TRENCH LOCATION WITH FLOOR PLAN AND FIXTURE PLAN. CORING MAY BE REQUIRED AT SOME LOCATIONS, COORDINATE WITH LANDLORD 14' -6" WIDE x 4' -6" LONG x 2 -3/4" DEEP CONCRETE CAVITY FOR SENSORMATIC 7 ANTI -THEFT SYSTEM. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL SLAB PREPARATION REQUIREMENTS 1 /4 " =1' -0" TD1001_F1 WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: EXISTING STOREFRONT TO BE DEMOLISHED (TO INCLUDE EXISTING SOFFIT, PORTAL O 8 - GLAZING, GRILLE, BUILT-UP STRUCTURAL POST AND BEAMS, ETC). 9 EXISTING STRUCTURAL COLUMN TO REMAIN AND BE PROTECTED DURING CONSTRUCTION, 9 FURRING TO BE REMOVED 10 REMOVE EXISTING SALES FIXTURES, FURNITURE AND SUPPLIES, TYP. 0 REMOVE EXISTING DOOR AND FRAME, TYP. 12 EXISTING INTERIOR PARTITION TO BE REMOVED, TYP. 13 REMOVE EXISTING ELECTRICAL PANEL TRANSFORMER AND TELEPHONE BOARD. REFER TO ELECTRICAL DRAWING FOR MORE INFORMATION 64-7) REMOVE EXISTING FLOOR FINISH. CLEAN (E) CONCRETE FLOOR SLAB TO ACCEPT (N) FINISH FLOORING AND FIXTURE. CONCRETE SHALL BE SMOOTH, LEVELED AND FREE OF ANY DEPRESSIONS. REFER TO SPECIFICATIONS FOR SLAB LEVEUNG TOLERANCES 15 REMOVE EXISTING TOILET ROOM FIXTURES, FLOOR DRAIN, CLEANOUT, WALL FINISHES AND TOILET ROOM ACCESSORIES. 0 CUT NEW OPENING ON (E) WALL FOR NEW ALCOVED 48" WIDE DOOR, SEE SHEET A2.0 FOR MORE INFORMATION 17 EXISTING COLUMN TO REMAIN 18 EXISTING DEMISING WALL TO BE DEMOLISHED G.0 TO REMOVE EXISTING GYP. BD. FINISH IN STOREFRONT AND CORNER WALL UP TO CORRIDOR DOOR AND UP TO NEW TENANT STOREFRONT HEIGHT 15' -6" G.0 TO CUT / FRAME NEW OPNENING TO RECEIVE MONITOR - SEE SHET A5.1a & A5.2 FOR MORE DETAILS Drawn By NM Checked By JD A/E Job Number TD1102.00 File Name TD1102_A10 Project Mgr. NM Scale: AS NOTED Title: DEMOLITION FLOOR PLAN Sheet No. PLOT DATE 5.18.2011 TD1102 A11 PLOT DATE: 5.18.2011 30 — 29 28 110' -7" :ASE DIMENSION Linane /Drews Architects 1 ■ :C -K -M .i.,..- ...._, ' -0 6' -10" 24' -6' 23' -6" 16' -11" 30' -10" 8' -11 r A v .V Ng" 4 b 3500 West Burbank Blvd V Second Floor Burbank, CA 91505 818.972.5080 _ , . ... .. :. ...... ....... �.. 4..,.. .,.....:, .F....._...... ...., .l ....-, ,..�,. _ -, -,. �� ._�............,- , w. �...,v.....�,.� _�: � ..,........- ..,~........,~..,r ,..., ,�_... ,- _ 818.848.3895 Fax All information shown or described herein is the property of Linane / Draws Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane Drews Architects, hitects Incorporated. © Copyright: L Drews Architects Incorporated 2011 All rights re served. 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DREWS STATE OF WASHINGTON / 1 �a : 11:::. 35' -7" LEASE DIMSNSION 1 ti � r ,Es_ ___ I I sae 11-11 3 �- ;! �a 3sa� _ _= __EM -----g _ - - - -- - - - �.. ` tiny, a.7 7 i— _______— II L G i Iii .m: -_____ �I ----- - -_ -__ s ___- _ ,_�, - - 0 wX s=�C_� Nil ° ° __ �Q ��:om� - - -��i .r..�.1Q''�. o�.�� �$�5 19.�.� ; ..� ii i= -- -.� :'�_. r .moo ii- .^.c �. I I _ \ \-... � LI�J , 11_1 LI_IJ ti\ /r >> I-1 / ° �1 I = =- 1.. - - \ 1 I 1 I1 L I _ -I ! I j a— a— m I I 1 I 11 11 • I ir��� // IJ - 1-I' - - -�` 1 ©� rl 11 ©. EER `\ I �, �If.ii/ , I' _- _ L I_I LI_IJ \� ' 1 0 L; � I L.; I-I _'�_ _ _ _s \ _a _s _Y \I I J L rl 11 -\\ 1-- I' .\. I-- r 1. . -I-- - - ---- I I [__-;j - —:,I,I rl I) I I LI ri 11 - r rl 11 _I —� , I ©_ I I III I �� LI_IJ I I I ''' �i -1 _ :__ —_— __- rI -11 Li�J LI_IJ � -- I - 11-11 - - - ,:. 1 - - -- - -' � - ®w �I 1 LI_IJ �% 1— - - - - - I ___.4- - -- - n � I I : ,I,i ©. II LI_IJ 1 / : • • . � '� 4 E DIMENSION ; _ i /1'i�\ � � � � 14�_ �/' I -, I �- I - - =11 ; _I _I 11 0 141 I U-- I -11 L—I I I -11 ,� b - - -H - t- I I 711 rp -n :�, � , .: I I I I (9' :;' l r \Ji/ I LI r1 I r1 • I r I I 1 I - I I_I I I L I_I J 1 �.. 1 /. 1 00 - � �� ig �♦ r ►4 �� �' , I : 4 : , 04 17_11 I LHJ I\ _ _ I I I L 0 1 1 I :' -, �. II I L �\ o /-4----4\ � t -,� i, rJ�/ �! �\ - -- H=Li 1 1 ,.. I IssuED FoR: DATE " '! ...i . .._ ■ : ■ — �, PRE BID/BLDG. DEPT. SUBMITTAL 03.25.11 ■il i' .� �•� Cl L1 - rJ sue' ��� - : ',' - _ - ®"°i ii 'IIII =1 _ J. ....• ..; r - ( I �•. �- -� L"1 ► °° r REVISE ®� DO E TUI�,�al�� \ Q W N T I J ® ...■ 11 11 c r T I r1 -11 I_ I LI_IJ 1 r1 -11 — — LI_IJJ— I G!. 11 I I I IJ BID /L.L. FINAL REVIEW 04.08.11 _ - -� , L J rl 1 r I 7 -- r l —I1 � I_I � LI_IJ ` J - 00 11-11 r 1 -11 TI-1 1 � I_I � 1-1-_1-1 11_1 � CONSTRUCTION SET 05.,8.,1 : CI LI 1 I _I _ — — _ , ll / / 1 © J ' I T I I I o I I�J LI�J LI_1J 11 CN © %%%% % % % %hX % % % % %XXX % % % % %. % %X % %X % %XY. . �. _ :.hn% : %.. `tY u. x. % %Y %h %Y.hhh. .::.� ... . %Y%nr'x% .n %XGtX n .- fh.:n3.. % % % %:: %hvx,_v %:,<� % % %% T „ %.Y�� V � ,4 %:c.t'Y x: II ii x: :x Y 0 � �` E 0 No. REVISION ISSUES: DATE 1 REV 1 -BLDG. DEPT. RESUB. 05.18.11 I I- - I -l- I ■- ■ I M1 1 • I A 1 r L ., .,,, — __ IN UI LD1-� IVISION GD i 7:3 A k IF I I --I r _ I )- I ..\ I I : i I I I I I I I I I I I I I I __,_,_.:, _ I I --I I I __ii___._,_ I O I -I - - 7 - - T -/-'r- ;. - I r- I-- --I ---1-----1--- I ..., .f k'!..T ... �L .. . ,.r «.,rya ..P ,.. r... .... h ...... .... _,aa .... : -. .. - ..Au.. .mot, '-. r..... ,L . .V:.._...i 4. ar }F.. .J':. ,..... .. :..» ..-.- , „ , .:... :xr. :.. .J_ .,! __ — .., , „,. • r P ,,- III ___ kr i / jg ./ — 7 - - 1- A I I I/ I I I I I I / I I I I I I I I fit' 4- -f_ _ I I I I IV I �∎JI I_ I 1 1` U I I I T I I I 'I I ©. A., A IA I I I I I I I 1. I / _� A / ..AAr / A Or p- przammosamtgamare a. t , — —1— — -1- —\—,Ity)t.— 1-1-ri /- zdida , 4 — -7---7— I , , , _I 1 ,, 1 ., 1 --N--/--t, -7 --, 1 , i , -.‘-r- -X— I..- — — \ / ,, ,,, ., ±T -10° V.I.F. , g A 3 • . 0 1 Sttt)e .. store } WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 , „, ,0 0 A,,, 0 , , __i__T___,___i___L__,___,__±._,,_,_____,,,__,___i___L__I____,_,_1__L 1 ±15' -4” V.I.F. ±4' -3" V.I.F. NOTE: REFER TO A1.0 FOR GENERAL DEMOLI110N NOTES ±32' -9" V.I.F. ±51' -6" V.LF. ±111' -7' LEASE IMENSION - V.I.F. DEMOLITION CEILING PLAN ' /4r -'� — °° 1 TD„o,_F, y WIDTH OF NEW BARRICADE LEGEND REFERENCE NOTES NOTE:.:::,,. FOR REFERENCE ONLY IF MODIFICATIONS TO EXISTING BARRICADE ARE REQUIRED. .. EXISTING WALL TO REMAIN O LEASE LINE SHOWN - — — 0 EXISTING DEMISING WALL TO REMAIN 0 EXISTING STRUCTURAL BEAMS AND JOISTS TO REMAIN O REMOVE EXISTING SOFFIT, METAL PANEL ACOUS, 11LE CLG. OR GYP. BD. CLG., AND ASSOC. SUPPORT WIRES /FRAMING. O REMOVE EXISTING DUCTWORK, HVAC SYSTEM, LIGHTING FIXTURES AND SPEAKERS. EXISTING MALL DUCT TO BE RAISED OR DEMOLISHED IF POSSIBLE - G.C. TO CHECK PIPES INSIDE DUCT AND COORDINATE WITH ON -SITE MALL OPERATIONAL MANAGER O EXISTING ELECTRICAL CONDUITS AT 11' -8" TO REAMIN 7 O EXISTING FIRE SPRINKLER HEAD AND ASSOCIATED DROP TO BE MODIFIED PER SPRINKLER CONTRACTOR SHOP DRAWING O EXISTING STOREFRONT, STOREFRONT SOFFIT, LIGHT FIXTURES AND ACCESSORIES TO BE DEMOLISHED 10 RELOCATE THE PART OF THE SPRINKLER LINE AT 12' -8" A.F.F. TO BE AT 14' -2 1/2" A.F.F. 11 E STRUCTURAL BEAM AT 10' -6" A.F.F. TO BE MAINTAIND (E) 12 (E) SUPPLY AIR OPENING AT 11' -8r A.F.F. RECEIVE, CITY OFTU LA 13 (E) RETRN AIR OPENING AT 13' -2" A.F.F. MAY .2 20 (E) SPRINKLER MAIN UNE AT 12' -8" A.F.F. PERMIT CENTER _ _ EXISTING TO BE DEMOLISHED /REMOVED =- —k:.- EXISTING DEMISING WALL TO REMAIN �-- « , 0 KEYNOTE REFERENCE EXIST. NEUTRAL PIER TO REMAIN. PATCH & REPAIR AS REQ'D DUE TO REMOVAL OF STOREFRONT NEW °DISNEY" BARRICADE GRAPHICS IN COLOR. SIGN VENDOR TO PROVIDE EXACT GRAPHICS AND SIZE TO LANDLORD FOR APPROVAL MALL SOFFIT q 4 MIL BLACK VISQUEEN- STRETCH TIGHT, WRAP & SECURE TO AREA BEHIND MALL SOFFIT NOTE: 1- DO NOT ABANDON ANY UTILITIES OR MATERIALS WITHIN LEASE SPACE. REMOVE BACK TO THE SOURCE. 2- ALL FLOOR PENETRATIONS MUST BE FIRE STOPPED AND LIQUID TIGHT. STORE NUMBER: 357 \ ,i _ 0 _ c� Z L a m AL— Drawn By NM A/E Job Number TD1102.00 ; ITOP OF NEW BARRICADE COORDINATE W/ MALL r ` BARRICADE 5/8" FIRE CODE G.W.B. (TAPE JOINTS; PAINT / G.W.B., ( BENJAMIN MOORE COOL BLUE 2058 -40 (2) COATS OF PAINT EGGSHELL) COORDINATE PAINT COLOR WITH LANDLORD - GRAPHICS PROVIDED & INSTALLED BY OWNER. "x " z �IV ✓ TO PAINT 110N BY G.C. GC TO PAINT BARRICADE BENJAMIN MOORE COOL BLUE - 2058 -40 EGGSHELL PRIOR TO INSTALLATION OF GRAPHIC EXIST. NEUTRAL PIER TO Checked By JD File Name TD1102�111 Project Mgr. NM Scale: AS NOTED Title: DEMOLITION N CEILING P LA TENANT 1 3 5 8 / 20 GA. MTL. STUDS 0 O.C. z g MALL CONCOURSE o •� INTERIOR o I 'sloe ari 4� 7 _ 1 REMAIN. PATCH & REPAIR AS REQ'D DUE TO REMOVAL OF STOREFRONT & GC PROVIDED BARRICADE. SUPPORT KICKERS AS REQ D METAL TRACK- SECURE TO 2X4 PLATE 2x4 PLATES SECURE TO FROM UNDERSIDE, SCREW'S TO PLYWOOD BE FLUSH (TYP.) 4'-0" 6' -Or NEW FLUSH DOORS PROVIDED BY G.C. 22'-6" 3/4 PLYWOOD FLOORING 4" BLACK VINYL BASE Sheet No. Al • 1 GENERAL NOTE: HOLD GC SHALL PROVIDE AS -BUILT BARRICADE DIMENSIONS AND DOOR LOCATION IMMEDIATELY FOLLOWING WALL ERECTION AND /OR NO LATER THAN A WEEK PRIOR TO OWNER INSTAWNG BARRICADE GRAPHIC 15 (E) SPRINKLER UNE AT 14' -2 1/2" TO REMAIN BARRICADE SCHEMATIC SECTION '/4--'' — °° 2 TDZA „o3 3 BARRICADE SCHEMATIC ELEVATION (TYPICAL)° TDZA,1o2 TD1102 A11 PLOT DATE: 5.18.2011 110' -7" LEASE DIMENSION 8' -1" 69' -11" [-[ o ELECTRICAL AREA AN ROOM DISNEY STORE THEATER SALES AREA ±10' -7" T ON NEW FINISH MATERIAL ii% A/ Y AW/AM/.% .4/ A%' LiIuuji1'W L1LLll �IL'Il IL W' UJ J1iJ 11117111 1110 11TfllTN -I11711 i T1TITfl U iiJ ELL S 1111'117 -.1nn STOCKROOM REFER TO KEYPLAN FOR INTERIOR ELEVATIONS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 EMPLOYEE RESTROOM UNISEX II II II II MANAGE °'S t'5 FILE CAST AREA �G�G�I /4/IIiO��.6'I/�I/II/ 1 ENTRY 101 tzt- 1 1- DISPLAY AREA 102 " 0 ±7' -10” V.I.F. ±15' -4" V.I.F. ±4' -3" V.I.F. ±32' -9" V.I.F. ±51' -6" V.I.F. ±111' -7" LEASE bIMENSION — V.I.F. CODVIEWED FOR E COMPLIAN( L City of Tukwila UILp ►� I �IV1�1�11f1 i 1J 1 /4" =1' -0" TD1102J1 GENERAL NOTES LEGEND REFERENCE NOTES H7141/%4-7-6( C -' ' A ALL GYPSUM BOARD TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED B. ALL GYPSUM BOARD TAPED, SPACKLED (3) COATS & PRIMED FOR FINISH TO BE LEVEL 5 FINISH IN SALES AREA ABOVE 8' -6" ONLY. ALL GYPSUM BOARD TAPED, SPACKLED (3) COATS & PRIMED FOR FINISH TO BE LEVEL 3 FINISH IN TOILET VESTIBULE, TOILET ROOMS, AND STOCKROOM D. INSTALL WATER RESISTANT GYPSUM BOARD IN TOILET ROOM E. ALL WOOD BLOCKING FOR WALL PANELS AND IN STOREFRONT TO BE FIRE RETARDANT deo F. ALL PLYWOOD OR MDF TO BE ARE RETARDANT G. ALL STANDARDS SHOWN ARE NEW H. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE HORIZONTAL SOLID BLOCKING AS REQUIRED FOR SUPPORT OF ANY WALL HUNG FIXTURE . ALL FIXTURE BLOCKING MUST MEET STATE AND LOCAL CODE APPROVAL FOR MAXIMUM WEIGHT SUPPORT (P.S.I.) PER SQUARE INCH. 1. PROVIDE SURFACE MOUNTED PORTABLE FIRE EXTINGUISHER(S) WITH A RATING OF NOT LESS THAN 2 —A: 10BC WITHIN 75 FT. TRAVEL DISTANCE TO ALL POSITIONS OF STORE. SEE A0.2 FOR LOCATIONS. PROTECTION OF JOINTS PENETRATIONS IN FIRE —RATED ASSEMBLIES SHALL NOT BE CONCEALED FROM VIEW UNTIL INSPECTED AND APPROVED, AS PER CODE. L ALL DIMENSIONS ARE FROM CENTERLINE OF COLUMN, LEASELINE OR FINISH FACE OF GYP. BOARD UNLESS NOTED OTHERWISE ALL DRYWALL TO TERMINATE TO DECK WHENEVER CEILING IS OPEN TO STRUCTURE ABOVE. ALL DIMENSIONS ARE TAKEN FROM LEASE UNE. GENERAL CONTRACTOR TO LAYOUT SPACE FROM THE LEASE UNE AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. PRIOR TO INSTALLING ANY PARTITIONS. GENERAL CONTRACTOR TO PROVIDE ALL MISC. BLOCKING FOR FIXTURES, CABINETS, CASHWRAP, ACCESS PANELS AND 3/4" REVEALS. XX NEW CONSTRUCTION (NON RATED) NEW 1 —HOUR RATED PARTITION EXISTING TO REMAIN EXISTING DEMISING WALL — 1 —HR RATING TO BE MAINTAINED AND PROTECTED PORTABLE FIRE EXTINGUISHER VERIFY EXACT LOCATION WITH ARE MARSHAL AND TDS. DOOR NUMBER, SEE DOOR SCHEDULE SHEET A2.2 FOR MORE INFORMATION KEYNOTE REFERENCE PARTITION TYPE, SEE SHEET A2.1 FOR MORE DETAILS GENERAL CONTRACTOR TO CONFIRM DECK HEIGHT. NOTIFY ARCHITECT OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. 0 LEASE UNE SHOWN — O GYP BD. SOFFIT ABOVE SHOWN DASHED NEW STOREFRONT PORTAL BY G.C. PORTAL SHALL INCLUDE PORTAL FINISH, 3O PLYWOOD BACKING, SLIDING GRILLE BLOCKING, AND STEEL STUD SUPPORT. REFER TO STOREFRONT DETAILS FOR MORE INFO. 0 NEW DISNEY SIGNAGE BY OWNER'S SIGNAGE VENDOR, SIGNAGE UNDER SEPARATE PERMIT 5 EXISTING NEUTRAL PIER TO REMAIN, GC TO PROVIDE 3/4" ALUMINUM CHANNEL ALL AROUND, REFER TO SHEET A5.0 FOR MORE DETAILS 6 NEW HERO FIXTURE — GENERAL CONTRACTOR TO PROVIDE POWER AND DATA TO 6 FIXTURE, REFER TO FIXTURE PLAN FOR LOCATION AND TO SHEET E3.0 FOR MORE DETAILS 7 NEW CASHWRAP FIXTURE, TOP OF COUNTER SHALL BE AT 2' -10" AFF MAX. (CENTER POD ONLY, REFER TO DETAIL 5/A0.4) 8 DISNEY STORE THEATRE BY OWNER'S VENDOR. REFER TO 1/A7.2 FOR MORE 8 DETAILS NEW ACRYLIC TREES AND MERCHANDISE FIXTURE BY OWNER'S VENDOR. FIXTURE 9 INSTALLER TO ANCHOR FIXTURE TO CONCRETE AND TO INSTALL WIRE FROM TREES TO STRUCTURE, SEE 8/A7.2. REFER TO FIXTURE PLAN FOR LOCATION CI WALL PANELS BY OWNER'S VENDOR SHOWN DASHED, REFER TO SHEET F3.0 FOR MORE DETAILS 11 HARD AISLE, REFER TO SHEET A3.0 FOR DIMENSIONAL LAYOUT 0 BUILT —UP POSTS FOR A/V ROOM FRAMING, SEE SHEET A7.1 FOR MORE DETAILS 13 NEW ELECTRICAL EQUIPMENT, SEE ELECTRICAL SHEETS FOR MORE DETAIL t4 NEW WHITE POWDER COATED METAL PANELS FINISH OVER EXISTING FRAMNG, SEE 4/A5.1 a 15 FURNISH & INSTALL FIRE RETARDANT PLYWOOD PANEL, 41x8'x3/4" FOR TEL /DATA PANEL BOTTOM OF PANEL SHALL BE AT 12" A.F.F. 16 NEW STOCKROOM SHELVING UNITS, REFER TO SHEET A8.1 FOR MORE DETAILS. GC SHALL INSPECT CONCRETE SLAB TO ENSURE SLAB IS LEVELED TO A MAXIMUM OF 1/4" PER 12' -0 ". GC IS REQUIRED TO LEVEL SLAB AS REQUIRED PER SPECIFICATIONS r;";) NEW MANAGER'S OFFICE, REFER TO ENLARGED PLAN ON SHEET A7.3 FOR MORE DETAILS 18 19 20 21 0 23 24 25 26 27 28 29 30 31 32 NEW CAST AREA, REFER TO ENLARGED PLAN ON SHEET A7.3 FOR MORE DETAILS NEW EMPLOYEE LOCKERS NEW AUDIO /VISUAL RACK, SEE ELECTRICAL DRAWINGS FOR MORE DETAILS INSTALL BLUEPRINT HOLDER TUBE, SEE DETAILS 1 & 2 ON SHEET A8.0 FOR MORE DETAILS PROVIDE CORNER GUARDS AT ALL CORNERS IN STOCKROOM AND TOILET VESTIBULES, PAWLING CG -20 361 PEARL VINYL 2X2 CORNER GUARD NEW SERVICE MOP SINK, REFER TO DETAIL 8 ON SHEET A7.0 NEW PLUMBING FIXTURES AND ACCESSORIES TO COMPLY WITH STATE AND LOCAL CODES (SEE SHEET A7.0 & PLUMBING DRAWINGS FOR MORE DETAILS) PROVIDE POWER AND DATA FOR "VIDEO JUKEBOX" & "COMING NEXT" FIXTURE PER ELECTRICAL DRAWINGS. FIXTURES SHALL BE MOUNTED ON THEATRE POST. NEW STOREFRONT DISPLAY WINDOW ASSEMBLY BY OWNER'S STOREFRONT VENDOR. VENDOR SHALL PROVIDE SIGNAGE, GLAZING, VIDEO MONITORS & MULLIONS. REFER TO STOREFRONT SECTIONS FOR MORE DETAILS PROCESSING AREA W/ SHELVES ABOVE — REFER TO SHEET A7.3 FOR MORE DETAILS CHASE ABOVE A/V ROOM FOR SERVICES TO DISNEY STORE THEATRE, SHOWN DASHED PROVIDE HAND SANITIZER, REFER TO SHEET A7.0 FOR MORE DETAILS WALL PHONE, REFER TO ELECTRICAL DRAWINGS FOR MORE DETAILS NEW WALL INFILL — MAINTAIN WALL CONSTRUCTION FIRE RATING, FINISH TO MATCH EXISTING ADJACENT WALLS INTERNALLY ILLUMINATED BLADE SIGN — BY SIGN VENDOR RECEIV CITY OF TU LA MAT _2 3 2011 PERMIT CENTER bt‘%-o 85 TD1102 A20 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. TUGISTFRED RCj1 JAM f\i17'R ESti S STATE OF WASHINGTON ISSUED FOR: DATE PRELIM. L.L. REVIEW 03.10.11 PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE REV 1 — BLDG. DEPT. RESUB. 05.18.11 A n n A n n n WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By NM A/E Job Number TD1102.00 Checked By JD File Name TD1102_A20 Project Mgr. NM Scale: AS NOTED Title: ARCHITECTURAL FLOOR PLAN Sheet No. A2.0 PLOT DATE 5.18.2011 EXISTING CONC.SLAB 0/ METAL DECK OR EXISTING CONC. SLAB AS OCCURS 3/8 "0 DROP -IN X 2 1/2" MIN. EMBEDMENT 4• .4 ..4 • . 4 4 •• a . 4 4 4 4 av • •4 4 4 .4' . • 4 • • • 4 • 4 4 • • LOCK WASHER & NUT, (TYP.) 3/8'0 ROD 12 GA. L2 -1/2" X 2 -1/2" X 3" LONG, BENT W/ HOLE FOR WIRE MIN. 4 TIGHT TURNS EA. END, TYP. PMAX. -144# V 10 GA. BRACE WIRE TYP., U.N.O. DECK CONNECTION 1 -1 /2 " =1' -0" TDZA2104 EXISTING DEMISING WALL WHERE OCCURS 1' -6" i • • • . • • • • • • GYPSUM BOARD WHERE OCCURS • • • CONCRETE DECK WHERE OCCURS METAL DECK ONLY - PROVIDE #10 PAN HEAD SELF TAPPING SCREWS, 2 PER FLUTE 16 GAGE X 12" X 4" PLATE (MINIMUM TWO FLUTES) WELD TO DECK WITH 1/16" FILLET WELDS OR ANCHOR AS INDICATED ABOVE. PARALLEL TO FLUTES O • °. • •o . • E-- • • • GYPSUM BOARD WHERE OCCURS CHASE FOR POWER &DATA CONDUITS, SPRINKLERS ETC FOR BOTH A/V ROOM AND DISNEY STORE THEATRE a CC MURAL ON WALL, PROVIDED BY OWNER AND INSTALLED BY G.C. EXISTING DEMISING 00 0 b CC01 1El C01 CC01 WALL WHERE OCCURS PLAN SECTION 5/8" GYPSUM BOARD FINISH OVER 3 -5/8" METAL STUD FRAMING AS SHOWN TO BOTTOM OF DECK LIGHT COVE AND COVE LIGHTING, REFER TO RCP FOR MORE DETAILS UGHT COVE AND COVE LIGHTING, REFER TO RCP FOR MORE DETAILS A/V ROOM CHASE AT DISNEY STORE THEATRE (ADJACENT TO DEMISING WALL ONLY 8' -6" T.O. TRACK ±7' -11 3/4" 43 T.O. PLYWOOD 7" B.O. CLG JOISTS 1"=1'-0" TDZA2105 PERPENDICULAR TO FLUTES METAL DECK AND CONCRETE - PROVIDE POWDER ACTUATED FASTENERS, 1 PER FLUTE (1" IMBED) CONTINUOUS 20 GAGE X 1 1/4" DEEP RELIEF CHANNEL PROVIDE #10 PAN HEAD SELF TAPPING SCREWS AT 24" ON CENTER AND 6" FROM ENDS CONTINUOUS TOP TRACK - ANCHOR TO STUD FLANGE WITH 1 #6 SELF TAPPING SCREW PER FLANGE CONCRETE DECK WHERE OCCURS METAL DECK ONLY - PROVIDE #10 PAN HEAD SELF TAPPING SCREWS AT 24" ON CENTER & 6" FROM ENDS METAL DECK AND CONCRETE - PROVIDE POWDER ACTUATED FASTENERS AT 24" ON CENTER AND 6" FROM ENDS (1" IMBED) CONTINUOUS 20 GAGE X 1 1/4" DEEP RELIEF CHANNEL METAL STUDS AT SIZE, GAGE AND SPACING INDICATED ON SECTIONS. CONTINUOUS TOP TRACK SHALL MATCH STUD GAGE, TYPICAL WALL TO DECK ATTACHMENT 1 -1 /2 " =1' -0" TDZA2101 112 "X2 "X 16 GA. CHANNEL CUP ANGLE 1/4" LESS THAN STUD WIDTH, TYP. ATTACH WITH (4) 5/8" S -12 SCREWS OR 3/4" WELDS (3) PLACES. 3/4" 16 GA. COLD - ROLLED CHANNEL SPACED AT 4' -0" O.C. HORIZONTALLY METAL STUD FRAMING, TYP. NOTE: PROVIDE BRIDGING AT WALLS WHERE GYP. BD. OCCURS AT ONE SIDE ONLY. BRIDGING DETAIL 1 " =1' -0" TDZA2106 EXISTING 5/8" TYPE "X" GYP. BD. OVER METAL STUDS, SIZE EXISTING DOOR JAMB FRAMING NEW CONT. BOTTOM TRACK, SIZE AND GA TO MATCH EXISTING NEW 5/8" TYPE "X" GYP. BD. OVER NEW METAL STUDS, SIZE TO MATCH EXISTING ADJACENT STUDS TAPE, MUD, AND SAND PRIOR TO PAINTING TO PROVIDE SMOOTH TRANSITION FROM EXISTING TO NEW GYP. BD. EXISTING DOOR JAMB FRAMING EXISTING 5/8" TYPE "X" GYP. BD. OVER METAL STUDS, SIZE INFILL WALL DETAIL 3 " =1' -0" • • • • •° . — CONCRETE DECK WHERE OCCURS • 0, . FASTENERS AT 24" ON CENTER AND 6" FROM ENDS - "HILT]" QUICK BOLT ANCHORS (1/4 "x 1 1/8" IMBED) WHERE CONCRETE OCCURS (ER # 1917) "HILT1" SELF TAPPING SCREWS (# 10) WHERE METAL DECK ONLY OCCURS (ER # 4780) DIAGONAL BRACE AT SIZE, GAGE AND SPACING INDICATED ON SECTIONS. SPAN TWO FLUTES MINIMUM. DIAGONAL BRACE ' • • •0 • I FASTENERS AT 24" ON CENTER AND 6" FROM •) o • ' . ENDS- 'HILTI" QUICK BOLT ANCHORS EDGE OF CONCRETE AT FLOOR OPENING (WHERE OCCURS) • SOFFIT HANGER (1/4"x CURS (ER 1917) WERE SELFNTAPPING SCREWS (# 10) WHERE METAL DECK ONLY OCCURS (ER # 4780) UNE OF STRUCTURE ABOVE CONTINUOUS TOP TRACK (20 GAGE MINIMUM) 12 GA WIRE TIES AT 48" 0.C. CONTINUOUS 1 1/2" COLD ROLLED CHANNEL 3 5/8" METAL STUDS AT 16" ON CENTER, TYP. 25 GAGE MINIMUM 5/8" TYPE 'X' GYPSUM BOARD WHERE OCCURS DECK CONNECTION 1 -1 /2 " =1' -0" TDZA2102 STEEL TRUSS HANGER WIRE (TEST FOR 200 LBS) "HILTI" SELF DRIWNG ANCHOR 1/4 "x 1 1/8" BRACING WIRE (TEST FOR 440 LBS) RIGID DECK METAL DECK "HILT1" SELF TAPPING SCREWS #10 STEEL DECK AT ROOF "HILTI" SELF DRIWNG ANCHORS (1/4 "x 1 1/8" IMBED) WHERE CONCRETE OCCURS MINIMUM 3 LAPS AT WIRE TIE, TYPICAL STEEL STRAP 1" X 2" LONG 12 GAGE MINIMUM BRACING WIRE STEEL DECK WITH LIGHT WEIGHT CONCRETE FILL WIRE TIE DETAILS 1 -1 /2 " =1' -0" TDZA2103 3 -5/8 "x20 GA METAL JOISTS 0 24" O.C. 2' -0" PROVIDE 3 -5/8 "x20 GA METAL BLOCKING 0 24" 0.C. MANAGER'S OFFICE 3 -5/8 "X20 GA METAL STUD ® 24" O.C. CONT. 3 -5/8 "X20 GA TRACK ATTACHED TO BLOCKING W/ (3) #8 FASTENERS POWDER DRIVEN FASTENERS 32" O.C. MAX. 145 DIA W/ 1 -1/2" MIN. EMBED, HILT! ICC ESR #1663 OR APPROVED EQUAL 3 -5/8 "X20 GA METAL STUD TRACK TOILET ROOM PARTITION TYPE 9' -0" B.O. GYP. BD. CLG. WATER RESISTANT GYPSUM BOARD FINISH ON RESTROOM SIDE ONLY "MARUTE FRP" AT TOILET ROOM ONLY SEE FINISH PLAN FOR MORE DETAILS SHEET VINYL OVER MASTIC, REFER TO FINISH PLAN FOR SPEC. PROVIDE BITUMINOUS WATER BARRIER AT CONCRETE DECK PRIOR TO INSTALLATION (ALL LOCATIONS EXCEPT WHERE SLAB ON GRADE OCCURS TOP OF EXISTING CONCRETE SLAB T.O. EXISTING CONC. SLAB 1"=1'-0" 15' -9" B.O. (E) STRUCTURAL DECK STRUCTURE ABOVE PROVIDE 2 1/2 "x 20 GA SIDS. AND TRACK WHERE REQ'D PER INTERIOR DWGS. 5/8" TYPE 'X' GYPSUM BOARD GYP. BD. FASTENERS SHALL BE AS FOLLOWS: EDGE FASTENERS: 6" O.C. (SOFFITS) EDGE FASTENERS: 7' 0.C. (WALLS) FIELD FASTENERS: 8" 0.C. (ALL) EXISTING DEMISING WALL TO REMAIN 3 5/8" x 20 GA MTL STUDS 0 24" 0.C. PROVIDE HORIZONTAL 11E -BACK STUD AT 7' -6" AFF FROM NEW PARTITION TO (E) DEMISING WALL ® 48" O.C. NEW FURRED PARTITION PER PARTITION TYPES E & F CONTINUOUS 3 5/8" x 20 GA UNPUNCHED TRACK W/POWDER ACTUATED FASTENERS AT 32" ON CENTER AND 6" FROM EACH END CONCRETE DECK AND /OR SLAB CEILING WHERE - OCCURS PROVIDE GYP. BD. FINISH TO B.O. OF DECK AT ALL EXPOSED LOCATIONS STOCKROOM SALES AREA PROVIDE WATER RESISTANT GYP. BD. FINISH AT TOILET RM. 3 -5/8 "x20 GA METAL STUD ®24 "0.C. 3 -5/8 "x20 GA TRACK CONT. 3 5/8" X 20 GA METAL TOP TRACK 8' -6" T.O. TOP TRACK REFER TO DETAIL 1/A2.1 FOR TOP CONNECTION WALL PANEL SYSTEM AND BASE BY MILLWORK VENDOR, SHOWN DASHED CONT. 6" BACKING PLATE AT STUDS, SEE DETAIL 2/A6.0 3 5/8 "x20 GA METAL STUDS 0 24" O.C. CONT. 12" HIGH X 3/4" F.T. PLYWOOD BLOCKING. ATTACHED TO STUDS REFER TO 1/A6.0 FOR HEIGHTS POWDER DRIVEN FASTENERS ® 32" O.C. MAX. 145 DIA W/ 1 -1/2" MIN. EMBED, HILTI ICC ESR #1663 OR APPROVED EQUAL 3 5/8 "x20 GA CONT. METAL TRACK TOP OF EXISTING CONCRETE SLAB T.O. EXISTING CONC. SLAB TYPICAL FOR ALL WALL TWES GYP BD. FASTENERS NOTE GYP. BD. FASTENERS SHALL BE AS FOLLOWS: EDGE FASTENERS: 6" O.C. (SOFFITS) 7" O.C. (WALLS) FIELD FASTENERS: 8" O.C. (ALL) ADJACENT TENANT TYPICAL FOR ALL RATED WALL TYPES FOR PARTITION PENETRATION FIRE/ SMOKE STOPPING USE TYPICAL "FlRESTOP SYSTEM INC." 4100NS CONT SMOKE STOPPING SEALANT EA SIDE OR APPROVED EQUAL UL 1479, UL 2079 ASTME -814, ASTME -119 CAN /ULC S115, CAN /ULC S101 B.O. (E) STRUCTURE SALES AREA ARE RATED SMOKE SEALANT ON BOTH SIDES EXISTING SUP TRACK SYSTEM TO REMAIN, V.I.F. ADJACENT TENANT'S WALL FINISH TO REMAIN EXISTING 6" METAL STUDS TO REMAIN PROVIDE (1) LAYER OF GYP. BD. TO BOTTOM OF STRUCTURE EXISTING BOTTOM TRACK W/ POWDER DRIVEN FASTENERS TO REMAIN, V.I.F. PROVIDE FIRE RATED SMOKE SEALANT TOP OF EXISTING CONCRETE SLAB T.O. EXISTING CONC. SLAB PARTITION TYPE 5/8" TYPE 'X' GYP BD FINISH SUP TRACK W/ 1/2" DEFLECTION SPACE (3) #8 FASTENERS AT EACH STUD fi I —I -1- N:w STOCKROOM FLOOR FINISH SHOWN DASHED 1 �y 1"=1'-0" B.O. (E) STRUCTURE 3/4" FIRE TREATED PLYWOOD SHEATHING 4 "x20 GA CEIUNG JOISTS ® 12" 0.C. SEE SHEET A7.1 FOR MORE DETAILS r 7' -7" 5/8" TYPE 'X' GYP BD FINISH B.O. CEILING JOISTS 3 -5/8 "X20 GA METAL STUD 0 24" A/V ROOM O•C• POWDER DRIVEN FASTENERS 0 32" 0.C. MAX. 145 DIA W/ 1 -1/2" MIN. EMBED, HILT1 ICC ESR #1663 OR APPROVED EQUAL 3 -5/8 "X20 GA METAL TRACK TOP OF EXISTING CONCRETE SLAB T.O. EXISTING CONC. SLAB PARTITION TYPE CEILING WHERE OCCURS PROVIDE GYP. BD. FINISH TO B.O. OF DECK AT ALL EXPOSED LOCATIONS STOCKROOM PROVIDE WATER RESISTANT GYP. BD. FINISH AT TOILET RM. III I 11-1 ul 1 SALES AREA I r 3 -5/8 "x20 GA METAL —t- STUD ®24 "0.C. 3 -5/8 "x20 GA METAL TRACK .••••••••;••;: 1"=1'-0" CONT. 6" X 20 GA METAL TOP TRACK 8' -6" T.O. TOP TRACK REFER TO DETAIL 1/A2.1 FOR TOP CONNECTION WALL PANEL SYSTEM AND BASE BY MILLWORK VENDOR, SHOWN DASHED CONT. 6" BACKING PLATE AT STUDS, SEE DETAIL 2/A6.0 6 "x20 GA METAL STUDS ® 24" 0.C. CONT. 12" HIGH X 3/4" F.T. PLYWOOD BLOCKING. ATTACHED TO STUDS REFER TO 1/A6.0 FOR HEIGHTS POWDER DRIVEN FASTENERS ® 32" O.C. MAX. 145 DIA W/ 1 -1/2" MIN. EMBED, HILTI ICC ESR #1663 OR APPROVED EQUAL 6 "x20 GA CONT. METAL TRACK TOP OF EXISTING CONCRETE SLAB T.O. EXISTING CONC. SLAB 1 -HR RATED PARTITION 1"=1,-0" NOTE FOR PARTITION PENETRATION ARE/ SMOKE STOPPING USE TYPICAL "FlRESTOP SYSTEM INC." 4100NS CONT SMOKE STOPPING SEALANT EA SIDE OR APPROVED EQUAL UL 1479, UL 2079 ASTME -814, ASTME -119 CAN /ULC S115, CAN /ULC S101 ADJACENT TENANT B.O. (E) STRUCTURE FIRE RATED SMOKE SEALANT ON BOTH SIDES EXISTING SUP TRACK SYSTEM TO REMAIN, V.I.F. ADJACENT TENANT'S WALL FINISH TO REMAIN PROVIDE (1) LAYER OF GYP. BD. TO BOTTOM OF STRUCTURE CONT. BACKING PLATE, 6 "x1 -1/4" 16 GA. TRACK NOTCHED AROUND STUDS, SEE DETAIL 2 /A6.0 NEW FURRED PARTITION PER PARTITION TYPES D & E EXISTING 6" METAL STUDS TO REMAIN EXISTING BOTTOM TRACK W/ POWDER DRIVEN FASTENERS TO REMAIN, V.I.F. PROVIDE FIRE RATED SMOKE SEALANT TOP OF EXISTING CONCRETE SLAB T.O. EXISTING CONC. SLAB PARTITION TYPE 1"=1'-0" w DEMISING WALL, SEE WALL TYPE "B" FOR MORE DETAILS ADJACENT TENANT POWDER DRIVEN FASTENERS 0 32" 0.C. MAX. 145 DIA W/ 1 -1/2" MIN. EMBED, HILT1 ICC ESR #1663 OR APPROVED EQUAL 3 -5/8 "X20 GA STUD TRACK CONT. 3 -5/8 "X20 GA TRACK ATTACHED TO EA. METAL STUD W/ (2) #8 FASTENERS TOILET ROOM •: a• PARTITION TYPE Nr EXISTING RATED WALL TO BE MAINTAINED NOTE ARE RATED WALL • • FOR PARTITION PENETRATION FIRE/ SMOKE STOPPING USE TYPICAL "FlRESTOP SYSTEM INC." 4100NS CONT SMOKE STOPPING SEALANT EA SIDE OR APPROVED EQUAL UL 1479, UL 2079 ASTME -814, ASTME -119 CAN/ULC S115, CAN/ULC S101 'dII/il FINISH TO MATCH EXISTING PROVIDE DBL 6 "x20 GA. HEADER AND TOP TRACK & NEW 5/8" TYPE 'X' GYP BD EXISTING RATED CORRIDOR II� ARE RATED SMOKE SEALANT ON BOTH SIDES FLOOR FINISH TO MATCH ADJACENT FINISH 8' =0" B.O. GYP. BD. CLG. 3 -5/8 "X20 GA METAL JOISTS O 24" O.C. WATER RESISTANT GYPSUM BOARD FINISH ON RESTROOM SIDE 3 -5/8 "X20 GA METAL STUD O 24" O.C. "MARUTE FRP" SEE FINISH PLAN FOR MORE DETAILS SHEET VINYL FLOOR AND BASE - PROVIDE BITUMINOUS WATER BARRIER AT CONCRETE DECK PRIOR TO INSTALLATION (ALL LOCATIONS EXCEPT WHERE SLAB ON GRADE OCCURS TOP OF EXISTING CONCRETE SLAB T.O. EXISTING CONC. SLAB STOCKROOM 1 " =1' —O" B.O. (E STRUCTURE 11RE FIRE RATED SMOKE SEALANT ON BOTH SIDES SUP TRACK W/ 1/2" DEFLECTION SPACE 3 -5/8 "x20 GA METAL JOISTS 0 24" O.C. CONT. 3 -5/8 "X20 GA TRACK ATTACHED TO EA. STUD W/ (2) #8 FASTENERS 3 -5/8 "X20 GA METAL STUD 0 24" O.C. 5/8" TYPE 'X' GYP BD FINISH TO BOTTOM OF STRUCTURE, BOTH SIDES POWDER DRIVEN FASTENERS ® 32" O.C. MAX. 145 DIA W/ 1 -1/2" MIN. EMBED, HILT! ICC ESR #1663 OR APPROVED EQUAL 3 -5/8 "X20 GA METAL TRACK TOP OF EXISTING CONCRETE SLAB T.O. EXISTING CONC. SLAB PARTITION TYPE " =1' -0" 3/4" FIRE TREATED PLYWOOD SHEATHING GYP BD. CEILING FINISH 4 "x20 GA CEILING JOISTS 0 12" 0.C. SEE SHEET A7.1 FOR MORE DETAILS A/V ROOM 5/8" TYPE 'X' GYP. BD. FINISH r SALES AREA PARTITION TYPE CONT. 4" X 20 GA METAL TOP TRACK ATTACHED TO TOP TRACK W/ #8 ®12 "0.C. 7' -7" T.O. TOP TRACK B.O. CEILING JOISTS CONT. 4" X 20 GA METAL TOP TRACK ATTACHED TO EA. STUD FLANGE W/ (2) #6 FASTENERS WALL PANEL SYSTEM AND BASE BY MILLWORK VENDOR, SHOWN DASHED 1-HR RATED PARTITION 1"=1'--on R CODE :VIEWED FOR I COD COMPLI.AN l 4"x20 GA METAL STUDS ®24" O.C. AY ot Tukwila BU DING p CONT. 12" HIGH X 3/4" F.T. PLYWOOD BLOCKING. ATTACHED TO STUDS REFER TO 1/A6.0 FOR HEIGHTS POWDER DRIVEN FASTENERS 0 32" 0.C. MAX. 145 DIA W/ 1 -1/2" MIN. EMBED, HILT! ICC ESR #1663 OR APPROVED EQUAL 4 "x20 GA CONT. METAL TRACK TOP OF EXISTING CONCRETE SLAB T.O. EXISTING CONC. SLAB " =1' -0" v� A GYP BD TO BOTTOM OF STRUCTURE W.O. 3 -5/8 "x20 GA METAL JOISTS ®24" 0.C. WH ERE OCCURS 5/8" TYPE 'X' GYP BD FINISH TOILET ROOM: WATER RESISTANT GYPSUM BOARD FINISH ON RESTROOM SIDE I 1 II I III I I IOW I TOILET ROOM MANAGER'S OFFICE SEE FINISH PLAN FOR MORE DETAILS TOILET ROOM: "MARUTE FRP" SEE FINISH PLAN FOR MORE DETAILS TOILET ROOM: VINYL FLOOR & BASE - PROVIDE BITUMINOUS WATER BARRIER AT CONCRETE DECK PRIOR TO INSTALLATION (ALL LOCATIONS EXCEPT WHERE SLAB ON GRADE OCCURS 1 1 STOCKROOM B.O. (E) STRUCTURE SUP TRACK W/ 1/2" DEFLECTION SPACE (3) #8 FASTENERS AT EACH STUD 9' -0" B.O. GYP. BD. CLG. ,J 3 -5/8 "X20 GA METAL STUD ® 24" O.C. 5/8" TYPE 'X' GYP. BD. FINISH TOILET ROOM: WATER RESISTANT GYPSUM BOARD FINISH ON RESTROOM SIDE 1 POWDER DRIVEN FASTENERS 0 32" 0.C. MAX. 145 DIA W/ 1 -1/2" MIN. EMBED, HILT] ICC ESR #1663 OR APPROVED EQUAL 3 -5/8 "X20 GA METAL TRACK TOP OF EXISTING CONCRETE SLAB - - -- - T.O. EXISTING CONC. SLAB TENANT PARTITION TYPE CONT. 4" X 20 GA METAL TOP TRACK 8'-6" T.O. TOP TRACK DEMISING WALL, REFER TO WALL TYPE 'A' FOR MORE DETAILS CONT. 6" BACKING PLATE AT DEMISING WALL STUDS REFER TO DETAIL 2 /A6.0 FOR HEIGHTS 4 "x20 GA METAL STUDS ® 24" 0.C. WALL PANEL SYSTEM AND BASE BY MILLWORK VENDOR, SHOWN DASHED CONT. 12" HIGH X 3/4" F.T. PLYWOOD BLOCKING. ATTACHED TO STUDS REFER TO 1/A6.0 FOR HEIGHTS POWDER DRIVEN FASTENERS 0 32" 0.C. 145 DIA W/ 1 -1/2" MIN. EMBED, HILT] ICC ESR#1663 OR APPROVED EQUAL 4 "x20 GA CONT. METAL TRACK TOP OF EXISTING CONCRETE SLAB T.O. EXISTING CONC. SLAB 1"=1'—o* CONT. 6" X 20 GA METAL TOP TRACK 8'-6" T.O. TOP TRACK ADJACENT TENANT CONT. BACKING PLATE, 6" BACKING PLATE AT DEMISING WALL STUDS, REFER TO 2/A6.0 FOR HEIGHTS DEMISING WALL, REFER TO WALL TYPE 'B' FOR MORE DETAILS 6 "x20 GA METAL STUDS 0 24" 0.C. WALL PANEL SYSTEM AND BASE BY MILLWORK VENDOR, SHOWN DASHED CONT. 12" HIGH X 3/4" F.T. PLYWOOD BLOCKING. ATTACHED TO STUDS REFER TO 1 /A6.0 FOR HEIGHTS POWDER DRIVEN FASTENERS 032" 0.C. MAX. 145 DIA W/ 1 -1/2" MIN. EMBED, HILTI ICC ESR #1663 OR APPROVED EQUAL 6 "x20 GA CONT. METAL TRACK TOP OF EXISTING CONCRETE SLAB T.O. EXISTING CONC. SLAB PARTITION TYPE 1"=1,-0" TD1102J421 PARTITION TYPE " =1' -0" PARTITION TYPE " =1' -0" Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. REGISTERED HIT JAMES E. DREWS STATE OF WASHINGTON ISSUED FOR: DATE PRE BID/ BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE REV 1 - BLDG. DEPT. RESUB. 05.18.11 n n A A A n n n n WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By NM A/E Job Number TD1102.00 Checked By JD File. Name TD1102J121 Project Mgr. NM Scale: AS NOTED Title: PARTITION DETAILS CITY 0 ETUKtMLA NY •2 S 2011 PERMIT CENTER Sheet No. A2.1 PLOT DATE 5.18.2011 TD1102_A22 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. :672 REGISTERED 1TE JAMES E. DREWS STATE OF WASHINGTON ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE i/N REV 1 - BLDG. DEPT. RESUB. 05.18.11 n WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By JCV A/E Job Number TD1102.00 Checked By JD File Name TD1102J 22 Project Mgr. NM Scale: AS NOTED Title: DOOR SCHEDULE AND DETAILS CITY F��LA MAt.2 y 2011 ►'ERMITCENTE►t Sheet No. A2.2 PLOT DATE: 5.18.2011 STOCKROOM MALL CORRIDOR Q PATH TILE OF COLUMN AT DISNEY THEATER ROOM THEATRE ROOM CARPET WALL PANEL BY MILLWORK DOOR SCHEDULE / VENDOR SHOWN DASHED I I 1 I 1 i 5/8" TYPE "X" GYP. BD. AT O D O O R / O P E N I N G FRAME COMMENTS I �—� I '� „ I I , I EACH SIDE I I METAL SIDS. AT SIZE AND NUMBER = o HEIGHT THICKNESS MATERIAL _ N z LOUVER SIZE RATING o < w _ m g < MATERIAL _ (1) z Li THRESHOLD HARDWARE VCT ALUMINUM OFF SET T -MOLD, I I . 1 , ii II II SPACING INDICATED BY PARTITION TYPE w •\J '. +�� „,��r „� a 1 I I DOOR PER SCHEDULE SNAP INTO PLACE - GENOTEK FLEX "T" CAP & FLEX "T" BASE ALUMINUM FINISH. REFER TO DETAIL 6/- FOR GENOTEK SUPPUER INFORMATION 1 CEMENTITIOUS FLUSH PATCH FILLER -ill , , l , , 3/4" PLYWOOD BLOCKING PEMKO ALUMINUM SADDLE THRESHOLD MECHANICALLY FASTENED W/ EPDXY ANCHORS FINISH TO MATCH (MIN. 18" WIDE WITH A MAX. SLOPE OF 2 %) 1/2° - 1 /2» BY G.C. PROVIDE DOUBLE 20 GA METAL f - . i 01-01--- DOOR OPENING PER SCHEDULE L 3/4 "L _ i 1 i , 1 i "' � � �� STUDS AT EACH SIDE OF JAMB. SIZE SHALL BE PER WALL TYPES. JAMB ANCHORS - 15'-Ow 9' -6" 1/4" TEMP. GL FF _ NR g MTL FF 5 A FURNISHED AND INSTALLED BY G.C. 1/8 THICK VINYL COMPOSITE TILE FINISH " 3/8" STONE TILE FLOOR FINISH, SEE FINISH PLAN 1 1A - 1' -6' 9' -6" - WOOD W5 - NR _ _ _ Al FURNISHED AND INSTALLED BY G.C. i ; ; ; EXISTING CORRIDOR FINISH FOR MORE DETAILS DIRECT GLUED CARPET, 2 A 3' -0' 7' -0" 1 -3/4° WOOD P6 (FL) - NR HM P6 (SG) 10 _ F \ ,�, 1 15/16" (3 PER JAMB AND 2 PER HEAD) 3 A 3' -0° 7' -0° 1 -3/4" WOOD W2 - NR HM P4 (SG) 10 _ D GC TO PROVIDE LAMINATE FINISH ON DOOR a IN 1 IN _ARDEX K15 FLOOR LEVELING, SLOPE 1:50 MAX AS REQUIRED S 1/4" THIN SET ( jj��o������������ APPROXIMATELY THICK, 2% 3/8" SLOPE MAX 4 A 3' -0" 7' -0" 1 -3/4" WOOD P2 (SG) NR 0000 HM P2 (SG) - E DOOR FINISH TO MATCH ADJACENT WALL FINISH HOLLOW METAL FRAME SCHEDULE 5 A 3 -0 7 -0 3 1-3/4" WOOD P2 (SG) - NR HM P2 SG C DOOR FINISH TO MATCH ADJACENT WALL FINISH 2°3 "��""'�t DOOR PER SALES AREA „ �, a /1,,,,,� ". „”' 6 C 1'-8” 7 -0 1 -3/4 WOOD P2 (SG) 12 x6 NR HM P2 (SG) � G CLOSET TYPE WOOD DOOR W/ LOUVERS TOP & BOTTOM viii a 4 ( a a a 4 a ° a a EXISTING CONCRETE a S a a ° - ' a 4 a a a . a - . EXISTING CONCRETE SLAB TO REMAIN 7 B 4' -0° T -0” 1 -3/4" HM P2 (SG �'_ - 1-HR HM P2 (SG) B _ FlNISH TO MATCH EXISNG ON MALL SIDE 2 11/16' 8 B 3' -0" 7-0" 1 -3 4" / HM P2 11111111111111111111111111111111111110111 MATCH HM P2 (SG)- B FINISH TO MATCH EXISTING ON MALL SIDE VARIES WITH NOTE: PROVIDE DOUBLE STUD BOX HARDWARE - SCH - E D U L - E - ' STUD SIZE LINTEL AT HEAD CONDITION 3 5/8 "x 18 GA UP TO 3' -0" OPENING 6 "x 18 GA UP TO 6' -0" OPENING 8 "x 18 GA UP TO 8' -O" OPENING SLAB TO REMAIN ALUMINUM CHANNEL TYPE SPECIFICATIONS REMARKS TRANSITION DETAIL 6 " =1' -0" TRANSITION DETAIL 6 " =1' -0" DOOR HEADER DETAIL 3 " =1' -0" 3 A STOREFRONT SUDING GRILLE - BI -PART VISION GUARD SUDING GRILLES AS MANUFACTURED BY METRO DOOR COMPANY, HAUPPAUGE, NEW YORK, 1-800-669-3667, AND DROP BOLT IN ACCORDANCE DG TO METRO DOOR SGE, TYPICAL S. - CYLINDER OPERATED DROP BOLT IN LEADING EDGE AND TRAILING EDGE, TYPICAL FOR BOTH GRILLES _ 2 DUST PROOF FLOOR STRIKES PER SLIDING GRILLE - USE BEST LOCK CYLINDERS FURNISHED AND INSTALLED BY GENERAL CONTRACTOR GC TO COORDINATE WITH METRO DOOR TO ENSURE ENTIRE SLIDING GATE COMES OUT COMPLETELY OUTSIDE OF PORTAL FOR PORTAL DOORS TO CLOSE TDZA2203 TDZA2211 TDZA2207 OF COLUMN AT DISNEY THEATER ROOM THEATRE ROOM CARPET DOOR OPENING PER SCHEDULE 1 3/4" AT SIZE AND SPACING PARTITION TYPE SIDE BY Al PORTAL DOORS - 4 EA. DOOR HINGE - E.B. BRADLEY COMPANY - SAUCE THICK DOOR HINGE SERIES, 155 DEGREE HALF OVERLAY, SKU#SAC2PDA99. - 1 EA. FLUSH RING PULL - DELTANA ENTERPRISES, FLUSH RING PULL 1- 3/4 "x1 -3/8 ", FRP175US5 - ANTIQUE BRASS FINISH - 3 EA. MAGNET LATCH - LIBERTY HARDWARE MANUFACTURING COMPANY, C07775C -BR -C, DOUBLE TOUCH LATCH /BROWN COLOR FURNISHED AND INSTALLED BY G.C. FINISHED TO MATCH PORTAL WOOD FINISH DOOR PER SCHEDULE 5/8" METAL STDS. INDICATED BY "X" 2 1/8" GENERAL NOTE: GC SHALL VERIFY EXISTING FLOOR CONDITIONS IMMEDIATELY AFTER COMPLETION OF DEMOLITION TO ENSURE THAT PERIMETER FLOOR IS LEVEL WITHIN AN 1" FRONT TO BACK & SIDE TO SIDE. GC SHALL FLOAT FLOOR AS REQUIRED TO MEET SUCH TOLERANCES SALES WOOD FLOOR �, BASE 1 —5/8" TYPE GYP. BD. AT EA. s B BACK DOOR - 1 EA. PANIC HARDWARE: MONARCH F19- R- 930NL -SP28 - 1 EA. VIEWER: IVES U698 1 EA. CLOSER: CORBIN RUSSWIN DC3200 689 CLOSER WITH SILVER ALUMINUM FINISH. - 4 EA. HINGE: TA2714TB, 4 -1 /2 X 4 -1/2 . FULL MORTISE, 5 KNUCKLE STANDARD WEIGHT WITH BALL BEARINGS. - 4 EA. SILENCERS: IVES SR64 4 PER DOOR - 2 EA. KICKPLATE: IVES 8400 PA28 -12' ) - 1 EA. WALLSTOP: IVES WS407CVX - 1 EA. THRESHOLD AS REQUIRED - 1 EA. SMOKE SEAL: REESE DS78A NEOPRENE SEAL, AS REQUIRED - 1 EA. DOOR BUZZER: TBD VERIFY WITH DISNEY STORE CONSTRUCTION PROJECT MANAGER) - 1 EA. DOOR CONTACT, PROVIDED BY INTRUSION VENDOR. -PAINT TENANT - PROVIDE SIGNAGE NUMBER. SIGNAGELY - PROVIDE WEATHER LOCATIONS ONLY. �'• - 1 CEMENTITIOUS FLUSH PATCH FILLER WITH A MAX. SLOPE CARPET, 3 8" THICK, / . s 1 iii • I 4,--.- ' ' �� pip 041 ��������1.� III III ������..��. I ��� - SIDE P2 > PAINT MALL SIDE TO MATCH MALL ,N > i „ AT EXTERIOR OF DOOR WITH "THE DISNEY STORE" AND SUITE SHALL COMPLY WITH MALL CRITERIA. SEALS AND AN INSULATED HOLLOW METAL DOOR AT EXTERIOR l "' Jr., Y. t`' li 1=� -4.4,.... :. >' �: So >r PLYWOOD BORDER DIMENSION FOR WOOD BORDER SHALL BE TAKEN ROM EDGE OF METAL STUD ALUMINUM OFF SET T -MOLD, SNAP INTO PLACE (MIN. " O � 8 WIDE ) DIRECT GLUED PERIMETER FIXTURE BASE BY F.C., SHOWN DASHED GC TO PROVIDE 3/8" THICK N N ° v7 �... BASE ISOMETRIC 5/16° LAMINATE WOOD FLOORS, SEE FINISH PLAN FOR ( �����_� C TOILET ROOM - 1 EA. ELECTRONIC PUSHBUTTON LOCK W/ PRIVACY FEATURE: TRILOGY DL4100- IC -26D - 1 EA. CLOSER: CORBIN RUSSWIN DC3200 689 CLOSER WITH SILVER ALUMINUM FINISH. - 3 EA. HINGE: TA2714TB, 4 -1/2" X 4 -1/2 ". FULL MORTISE, 5 KNUCKLE STANDARD WEIGHT WITH BALL BEARINGS. - 3 EA. SILENCERS: IVES SR64 (3 PER DOOR) - 2 EA. KICKPLATE: IVES 8400 - PA28 -12' - 1 EA. WALLSTOP: IVES WS407CVX OWNER PROVIDED CORES - PROVIDE TOILET ROOM SIGNAGE PER DETAIL 4/A0.4 MORE DETAILS F.T. AC PLYWOOD BORDER GLUED DOWN TO CONCRETE 1/2" ROUND BASE LAMINATE WOOD FLOOR, PROVIDE UNDERLAYMENT PER MANUFACTURE'S RECOMMENDATION APPROXIMATELY 2% SLOPE MAX 3/4" PLYWOOD BLOCKING FOR FIXTURE PANEL G.C. SYSTEM BY PLYWOOD BLOCKING PER DETAIL 1/A6.0 LWALL STUD PE PARTITION DETAILS QUARTER MOULDING BY F.C. GC SHALL LEAVE GAP �����. �.1��� = - -ice ` - D SALES /STOCKROOM - 1 EA. PASSAGE LATCHSET: BEST ACCESS 93K- 7- N- 15 -D -S3 -626. - 1 EA. CLOSER: CORBIN RUSSWIN DC3200 689 CLOSER WITH SILVER ALUMINUM FINISH. - 3 EA. HINGE: TA2714TB, 4 -1/2" X 4 -1/2 ". FULL MORTISE, 5 KNUCKLE STANDARD WEIGHT W/ BALL BEARINGS. - 3 EA. SILENCERS: IVES SR64 (3 PER DOOR) - 2 EA. KICKPLATE: IVES 8400 - PA28 -12 - TEA. WALLSTOP: IVES WS407CVX (USE TRIMCO FLOOR STOP #1231 -626 AS REQUIRED) - METAL CASING -BOTH SIDES MAPLE LAMINATE TO BE PAINTED OF DOOR AND EDGES TO BE LAMINATED W/ IRISH BETWEEN FINISH FLOOR AND PLYWOOD BORDER Cl /4"-1/2"). LAMIATE WOOD \ �A \�A�� iii iiiiiiiiiiii�iiuii������������ • a : a a SLAB 1' - 4 ( a a a a a `�` N � WALL PANEL W2 56 FLOOR, SEE FINISH PLAN FOR MORE DETAILS "<> H.M. FRAME JAMB ANCHORS (3 PER JAMB AND PROVIDE DOUBLE STUDS AT EACH JAMB. SIZE SHALL WALL TYPES. 65/�� ` E MANAGER'S OFFICE - 1 EA. PRIVACY LATCHSET: BEST ACCESS 93K- 7- L- 15 -D -S3 -626 - 1 EA. CLOSER: CORBIN RUSSWIN DC3200 689 CLOSER WITH SILVER ALUMINUM FINISH. - 3 EA. HINGE: TA2714TB, 4-1/2" X 4 -1/2 ". FULL MORTISE 5 KNUCKLE STANDARD WEIGHT W/ BALL BEARINGS. ' - 3 EA. SILENCERS: IVES SR64 (3 PER DOOR) - 2 EA. KICKPLATE: IVES 8400- PA28 -12 " - 1EA. WALLSTOP: IVES WS407CVX (USE TRIMCO FLOOR STOP #1231 -626 AS REQUIRED) ;REVIEWED f P pp� , FOR CODE 4 0tl�IPI Ir€II�°; 2 PER HEAD) 20 GA METAL SALES AREA 2" MILLWORK VENDOR SHOWN DASHED, SCRIBE PANEL WOOD BASE BELOW BEVELED AT A 45' TO MEET JAMB FLUSH. CUT END TO BE LAMINATED IN FIELD BY FIXTURE INSTALLER. v� I —==� '``�' /—�����_`�' a 4 a 4 d a ° . • a •� ° 4 ° a' PROVIDE CEMENT1110US a EXISTING CONCRETE SIDE OF BE PER a v, a ,� V (,1, 2 3/4" ®2' BASE ° " . PATCH FILLER TO LEVEL /4 -1/2 FLOOR TO TOLERANCES » GAP NOTED ABOVE, (18 WIDE ALUMINUM TO REMAIN F SALES /AV ROOM - 1 EA. PASSAGE LATCHSET: BEST ACCESS 93K- 7- N- 15 -D -S3 -626 - 1 EA. DEADBOLT: BEST ACCESS 73T- 7 -K -STK -626 - 3 EA. HINGE: TA2714TB, 4 -1/2" X 4 -1/2 ". FULL MORTISE, 5 KNUCKLE STANDARD WEIGHT W/ BALL BEARINGS. - 3 EA. SILENCERS: IVES SR64 (3 PER DOOR) - 2 EA. KICKPLATE: IVES 8400 - PA28 -12" >PPI�87 w 4 3/4 "0 4" BASE MIN. W/ MAX., 2% SLOPE) CHANNEL PERIMETER BASE DETAIL 6 " =1' -0" ( 12 � TRANSITION DETAIL 6 " =1' -0" 8 DOOR JAMB DETAIL 3 " =1' -0" 4 TDZA2204 TDZA2212 TDZA2208 G MOP SINK - 1 EA. STOREROOM LATCHSET: BEST ACCESS 93K- 7- D- 15 -D -S3 -626 - 3 EA. HINGE: STANLEY 179X 626, 4-1/2" X 4 -1/2 ". - 3 EA. SILENCERS: IVES SR64 (3 PER DOOR) - 2 EA. LOUVERS - 6 "x12" STEEL LOUVERS TOP AND BOTTOM - 1EA. WALLSTOP: IVES WS407CVX (USE TRIMCO FLOOR STOP #1231 -626 AS REQUIRED) „Ay N. I tjf nia 8U! nu,;ta' a' tl,ifQ10 �j_ Si _ �__ _ STOCKROOM VCT TOILET ROOM TENANT TILE MALL TILE a- 1 SHEET CORBN°x2' THRESHOLD SHEET N a �� VINYL TRANSITION FLOOR FINISH, FOR MORE TERRAllO STRIP, 11LE TO BE AND PROTECTED AS REQUIRED GENERAL DOOR NOTES: GENERAL HARDWARE NOTES: 3/8" STONE 11LE SEE FINISH PLAN DETAILS 1/4" THIN SET 1. DOOR IN ANY POSITION SHALL NOT REDUCE THE REQUIRED WIDTH OF THE PATH OF EGRESS TRAVEL BY MORE THAN ONE- HALF. 2. THE BOTTOM 10 INCHES OF ALL DOORS, EXCEPT AUTOMATIC AND SUDING DOORS, SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 3. INTERIOR DOORS REQUIRE 18" CLEAR ON THE STRIKE EDGE OF DOOR. 4. MANEUVERING CLEARANCES AT DOORS ARE REQUIRED TO HAVE A LEVEL AND CLEAR AREA, IN THE DIRECTION OF THE DOOR SWING, A MINIMUM 60 INCHES AND A MINIMUM 48 INCHES IN THE DIRECTION SWING. OPPOSITE TO THE DOOR G. 5. PROVIDE A SIGN READING "THESE DOORS SHALL REMAIN UNLOCKED DURING HOURS OF OPERATION" MOUNT TO SLIDING GRILLE AS APPLICABLE 6. DOORS SWINGING INTO MALL CORRIDORS SHALL HAVE THE SAME PERIOD OF FIRE RESISTANCE AS REQUIRED FOR THE ADJACENT WALL, FLOOR, AND CEIUNG CONSTRUCTION (I.E. MINIMUM ONE -HOUR FlRE- RESISTANCE RATING). CBC SECTION 1021.3. FOR CONSTRUCTION OF DOOR ASSEMBLIES, DOOR HOLD- OPENS, AND SMOKE SEALS REFERENCE CBC SECTION 715. 7. HAND - ACTIVATED DOOR- OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 AND 44 INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND - ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER -TYPE HARDWARE, PANIC BARS, PUSH -PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABIUTY TO GRASP THE OPENING HARDWARE. INDICATE HARDWARE TYPE AND LOCATION ON PLANS OR PROVIDE DOOR HARDWARE SCHEDULE. CBC SECTION 1133B.2.5.2. FINISHES: FI) - - FACTORY FINISH (F)) - SEMI 1. GENERAL CONTRACTOR TO SUBMIT DOOR AND HARDWARE SHOP DRAWING SUBMITTAL FOR REVIEW. NO SUBSTITUTIONS TO SPECIFICATIONS NOTED ON PLAN WILL BE ACCEPTED FOR HARDWARE 2. ALL EQUIPMENT LOCK SETS ARE TO BE PROVIDED WITH 7 -PIN TUMBLER TYPE LOCK CYLINDERS AND A MASTER KEY SYSTEM. 3. ONLY TEMPORARY CYUNDERS ARE TO BE USED DURING THE CONSTRUCTION PERIOD AND THE PERMANENT CYLINDERS ARE TO BE INSTALLED IN THE PRESENCE OF THE CLIENT'S REPRESENTATIVE AND SUCH KEYS FOR THIS HARDWARE ARE TO BE DELIVERED AT THAT TIME. 4. TEMPLATES ARE REQUIRED TO BE INCLUDED BY THE MANUFACTURER FOR EACH DOOR AND FRAME AS REQUIRED FOR PREPARATION TO RECEIVE W HARDWARE. SHALL COMPLY WITH NBHA "RECOMMENDED LOCATIONS FOR 5. THE MOUNTING HEIGHTS OF ALL HARDWARE ° BUILDERS HARDWARE" AND /OR THE LATEST REQUIREMENTS OF THE A.D.A. REGULATIONS, OR CABO /ANSI STANDARDS WHICHEVER APPUCATION IS MORE STRINGENT FOR ITS USE. IN NO INSTANCE SHALL HARDWARE BE MOUNTED HIGHER THAN 36" A.F.F. 6. THE OPERAIING DEVICES SHALL BE CAPABLE OF OPERATION WITH ONE HAND AND NOT REQUIRE T1GHT GRASPING, TIGHT PINCHING OR 11MS11NG OF THE WRIST TO OPERATE. 7. ALL EGRESS DOORS SHALL BE OPERABLE FROM THE SIDE FROM WHICH EGRESS IS TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR THE SIDE 1 1/8" COMPOSITE THICK VINYL TILE FINISH VINYL a a CONCRETE 1/8" GENOTEK SA11N SILVER EXISTING MALL MAINTAINED AND PROVIDE NEW - ` \ I/ / / / /� ///� ,i / I a 4 a a EXISTING • a D a S a a ° a a a a 4 a S a a a, a a 4 a.4 4 a ° a EXISTING CONCRETE a SLAB TO . REMAIN SLAB TO REMAIN DETAIL 6 „ =' - °° 9 TRANSITION DETAIL 6 " =11- 0” 5 TDZA2205 TDZA2209 5/16" FLOORS, FOR MORE LAMINATE UNDERLAYMENT MANUFACTURE'S REQUIREMENT SALES STOCKROOM VCT / / 9/16" SALES LAMINATE WOOD FLOOR 5/16" LAMINATE WOOD FLOOR FINISH, SEE FINISH PLAN FOR SPEC. PROVIDE UNDERLAYMENT PER MANUFACTURE'S RECOMMENDATION CEMENTITIOUS FLUSH PATCH FILLER (MIN. 18" WIDE WITH A MAX. SLOPE SEE DOOR SEE DOOR t SCHEDULE SCHEDULE '-1/4" \ 1/2" fit.: - �i 5/8" TYPE "X" GYP. BD. AT EACH SIDE 0 c.)= ce o o cc a W — \ \ / PROVIDE SMOOTH KICKPLATE SPECIFIED o U cn 10" MIN. cc o BOTTOM W/ o WHERE ° rx a -'_/ \ PAN TILE LAMINATE WOOD FLOOR DOOR PER SCHEDULE PER / . _ �_ PEMKO OFFSET SADDLE 1 METAL SIDS. AT SIZE AND SPACING 141- 0 ~ to }--� _ - _ .. ..: / ( INDICATED BY WALL TYPE 1/2" a •*- o ~ M TRANSITION ALUMINUM TRANSITION MECHANICALLY FASTENED W/ EPDXY ANCHORS MANUF. RECOMMENDATION \ ■ ALUMINUM SNAP INTO CAP & FLEX 3/8" STONE FINISH PLAN 1/4" THIN PROVIDE DOUBLE 20 GA METAL STUDS AT EACH SIDE OF JAMB. SIZE SHALL BE PER WALL TYPES. LAMINATE WOOD SEE FINISH PLAN DETAILS WOOD FLOORS PER ' A I T+ OFF SET T -MOLD, PLACE - GENOTEK FLEX "T" "T" BASE, ALUMINUM FINISH = DOOR TYPE A © DOOR TYPE B FLUSH MOUNTED HOLLOW METAL DOOR I JAMB ANCHORS O FLUSH MOUNTED SOUD CORE WOOD DOOR (PAINT GRADE) (3 PER JAMB AND 2 PER HEAD) 1/8" THICK VINYL COMPOSITE TILE FINISH DOOR OPENING PER SCHEDULE "' EE D00 TILE FLOOR FINISH, SEE FOR MORE DETAILS OF 2%) - 1 15/16 » K.D. FRAME CHEDUL SET � r... __' \—r\ S DOOR PER SCHEDULE - . -_ o w = (1) o °o w a N °0 %// /�L'/ /./ \/A \V\ i Q S d 4 a a z1 a a a ° a ° EXISTING CONCRETE -- a ° a a --� Q 4'- 0 "dd.T.S. a u TRANSITION ' : -'�. o 1- ID "1— 6 "x12" LOUVERS ° a 4 LEVEED FLOOR a a. WOOD FLOOR _ DOWN 1 15/16 NOTE: PROVIDE DOUBLE STUD BOX LINTEL i AT HEAD CONDITION SLAB TO REMAIN GENOTEK SUPPUER: STUART HIGGS TEL•(951)894 -7722 FAX:(951)894 -7050 E -MAIL STUART®GENOTEK.COM 41840 MC ALBY COURT, MURRIETA, CA 92562 EXISTING CONCRETE SLAB TO VARIES WITH "x ib‘‘....095- STUD SIZE 3 5/8 18 GA UP TO 3' -0" OPENING 6 "x 18 GA UP TO 6' -O" OPENING TYPE C REMAIN 8 "x 18 GA UP TO 8' -0" OPENING ©DOOR FLUSH MOUNTED SOUD CORE WOOD DOOR (PAINT GRADE) w , w 6 =' -° TRANSITION DETAIL w t w 6 =' -° DOOR JAMB HEADER SIM. ( ) w , w 3 =' -° DOOR TYPES w , w '/4 -' -° , r 1 TDZA2202 ® TDZA2201 IDZA22D6 6 TRANSITION DETAIL 10 IDZA221 ° TD1102_A22 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. :672 REGISTERED 1TE JAMES E. DREWS STATE OF WASHINGTON ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE i/N REV 1 - BLDG. DEPT. RESUB. 05.18.11 n WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By JCV A/E Job Number TD1102.00 Checked By JD File Name TD1102J 22 Project Mgr. NM Scale: AS NOTED Title: DOOR SCHEDULE AND DETAILS CITY F��LA MAt.2 y 2011 ►'ERMITCENTE►t Sheet No. A2.2 PLOT DATE: 5.18.2011 110' -7" L� ASE DIMENSION ' -0 a.: ELECTRICAL AREA 6' -O' 6' -0" 6' -0" CLG -4 EXPOSED 6 -0" AN ROOM DISNEY STORE THEATER SALES AREA 6' -0" VARIES CLG -1 EXPOSED SEE SHEET A6.1 48' -0" 9' -0 3/4" SPRINKLER REQUIREMENTS CONCEALED SPRINKLER COVER PLATES SHALL BE COLOR MATCHED WITH FINISHES. 1. SPRINKLER COVER PLATE IN THE STOREFRONT PORTAL SHALL BE BRASS FINISH. 2. SPRINKLER COVER PLATE AT STOREFRONTS GYP BD SOFFIT SHALL FINISHED BLACK. 3. SPINKLER HEAD COVER IN DISNEY STORE THEATRE PANELS SHALL BE CONCEALED AND WHITE LOWER TRACK far A iiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiii, iiiiiiiiiA!iiiii- ____ riiiiiiiiiiiiiii %�iiiiiiiiiiiiiiiiriii______ �iiiiiirii CC01< J ---- .j - - - -J El a TNF TFL TNF TNF 7'- 10 "xT -10" STOCKROOM EXPOSED prima u VirairAMBIO .i ice® �t 11 AAO1 ICEITER ENTRY CLG -03 NTRY AA01 N 01 EMPLOYEE RESTROOM UNISEX 3,111W. MIN xx xxx { xx xx xx xxxxx -6x14- +RIDI 9' -0" AFF 3/8" LOWER TRACK y fo1 s S1 , A01: r 7'- 10.x7 -1 MANAGEFR S OFFICE CAST AREA CLG -4 EXPOSED TNFI TFL TNF TNF TFL TNF F-1FL TNF TFL- TI1FjTNF .TFL? -TP�F I ' l � - - -- .AA01; OF DSW -009 BELOW REVIEWED FOR CODE COMPLIANC gtprtnsnottmo UNLESS NOTED OTHERWISE, DIMENSION FROM PERIMETER SALES WALL TO MECHANICAL ELEMENTS, SPRINKLER PIPES, LIGHT FIXTURES, :ETC. SHALL BE 5' -0 ". PROJECTORS AND `CAMERAS SHALL BE 2' -O" AWAY FROM PERIMETER SALES WALL RIES :4 Y ,' , 0 --mod .. REFLECTED CEILING PLAN LIGHT FIXTURE COUNT LIGHT FIXTURE LEGEND SYMBOL LEGEND REFERENCE NOTES (Ay of Tukwila BUILDING DiviSION GENERAL NOTES TD1102J1 OWNER'S LIGHTING VENDOR SHALL ORDER (1) ADDITIONAL CCO1 LIGHT FIXTURE IP - UGHT FIXTURE COUNT LIGHT FIXTURE TYPE Count AA01 9 CCO1 201 CCO4 6 CHANDELIER 1 F1 4 F2 2 F3 11 F4 2 F5 20 F6 2 FX02 2 LARGE PROJECTOR 6 SMALL PROJECTOR 3 TFL 42 TFL -EM 19 THW 10 TLV 12 TLV-IX 6 TNF 175 TRACK - 2FT 8 TRACK - 4FT 27 TRACK - 8FT 27 TYPE SYMBOL DESCRIPTION WATTS NOTES: TAG DESCRIPTION AA01 A® RECESSED 2 HEAD ADJUSTABLE ACCENT - LED 27w BLACK FINISH CCO1 CCO1 0 TRAXON COVE LIGHT RGB 6w MOUNTED ABOVE FURRED WALL, SEE ELEC. DWGS FOR ACCESSORIES CCO4 CCf04 TRAXON WASH RGP - SUSPENDED 40w ABOVE THEATRE, SEE ELEC. DWGS FOR ACCESSORIES FX02 FXO2 36 DEGREE BEAM HID PATTERN PROJECTOR WITH GOBO ROTATOR 150w SEE ELEC. DWGS FOR ACCESSORIES GOBO LIGHT IMAGE BY OWNER CLG -1 EXPOSED G.C. TO PAINT ALL ELEMENTS ABOVE WALL SYSTEM < P1 > ,INCLUDING BUT NOT LIMITED TO: UNDERSIDE OF DECK, LANDLORD STRUCTURAL ELEMENTS, SPRINKLER PIPING, ELECTRICAL EQUIPMENT, HVAC AND MECHANICAL COMPONENTS. COORDINATE WITH DISNEY STORE REP. F1 F1 EXIT S EDGELIT EXIT - SINGLE FACE 5w GREEN LETTER, WALL RECESSED F2 F2 EXIT UNIVERSAL THERMOPLASTIC EXIT SIGN 3w CLG -2 AS NOTED 5/8" TYPE "X" GYP. BD FINISH OVER METAL STUDS. SEE FINISH SCHEDULE FOR PAINT COLORS. SEE PLAN FOR HEIGHTS. (WATERPROOF GYP BOARD IN TOILETS) F3 F3 EXITRONIX BUG EYES - WHITE (BACK OF HOUSE) 5.4w (x2 F4 F4 CRESCENT GENERAL PURPOSE WRAPAROUND 60W CLG -3 AS NOTED NEW STOREFRONT ENTRY SOFFIT BY GENERAL CONTRACTOR F5 1 F5 SIMKAR STRIPUTE 60w PROVIDE WIREGUARDS, REFER TO ELECTRICAL DWGS FOR DETAILS F6 F6 UTHONIA LIGHTING UNDER CABINET UGHT FIXTURE 8W AT MANAGER'S DESK CLG -4 EXPOSED EXPOSED STRUCTURE ABOVE TO REMAIN NO PAINTING REQUIRED F7 0 SPECTRUM LIGHTING, 7" VERTICAL RECESSED FLUORESCENT W/ SOFT GLOW TRIM 42W PROJO1 i PROJ01 LARGE PROJECTOR PROVIDED BY OWNER REFER TO DETAIL 10/A4.1 FOR LOCATION REQUIREMENTS PROJO2 PROJO2 SMALL PROJECTOR PROVIDED BY OWNER TRACK TK10 CONTECH 1 CIRCUIT LIGHTING TRACK, TRACK LENGTH VARIES N/A BLACK FINISH, SEE ELEC. DWGS FOR ACCESSORIES TNF TNF AMERLUX SPOT LED TRACK HEAD - 2X2 13.5w VERTICAL BALLAST (WALL DISPLAYS 4 NFL PER 8'PANEL / FLOOR DISPLAYS / TREES ) ct� AMERLUX WALL WASH LED TRACK HEAD - 2x2 13.5w HORIZONTAL BALLAST (WALL DISPLAYS 2 TFL 'ER 8'PANEL L) TFL -EM TFL -ETA as AMERLUX WALL WASH LED TRACK HEAD - 2x2 - ON EMERGENCY CIRCUIT 13.5w EMERGENCY LIGHT TRACK HEAD THW THW AMERLUX HIGH WATTAGE SPOT LED TRACK HEAD - 3x3 28w HIGH WATTAGE (PLAY HOUSE HERO FIXTURE COLORED GELS WITH ACCESSORY HOLDERS) TLV -TK TLV -11( JUNO 12V LOW VOLTAGE LIGHTING TRACK, 4 FT TRACK AND 2 FT TRACK TL6WH, TL4 WH, TL550 TRANSFORMER N/A WHITE, SEE ELEC. DWGS FOR ACCESSORIES TLV TLV JUNO LOW VOLTAGE MR16 TRACK HEAD TL190WH 37w SEE ELEC. DWGS FOR ACCESSORIES INVERTER IOTA IIS375 (INTERRUPTIBLE INVERTER USED FOR SALES FLOOR EM) 375 w POWERS 24 FIXTURES (300WATTS) COOPER COOPER CK T 48/48 SEE SHEET E1.3 ON INTEGRATING WITH IOTA INVERTER CHANDELIER CHANDELIER OW8 - OLDE WORLD CHROME ACCENTED CRYSTAL CHANDELIER, 8 LIGHT 60 w SEE DETAIL 10/A4.1 FOR LOCATION x SW SP1 EXHAUST SUPPLY GRILLE, COLOR BLACK SUPPLY DIFFUSER, COLOR BLACK ACCESS PANEL, PAINT TO MATCH ADJACENT FINISH BOSE FS3B SUB WOOFER, SURFACE MOUNT JBL CONTOL 25T SURFACE MOUNT SPEAKER 10v, JBL CONTROL 23T 0 SURFACE MOUNT SP2 SPEAKER 10v. SP3 0 CEIUNG SPEAKER JBL CONTROL 26C Q SHOPPER TRACK CONCEALED SPRINKLER HEAD, SEE GENERAL NOTE 15 4P UPRIGHT SPRINKLER HEAD ® WALL M0110N DETECTOR , PENDANT MOTION DETECTOR 0 LEASE LINE 2 GENERAL CONTRACTOR TO INSTALL GYP BD 2 SOFFIT AT STOREFRONT O FRAMED GYP BD CEIUNG LED COVE LIGHTING FIXTURE FIXTURE ON TOP 4 4 OF FURRED WALL, SEE DETAIL 4/A6.0 0 RECESSED LIGHT FIXTURE ON GYP. BD. SOFFIT ORECESSED LIGHT FIXTURE TO BE INSTALLED ON STOREFRONT SOFFIT BY G.C. SOFFIT ACCESS PANEL ON VERTICAL FACE OF 7O STOREFRONT SOFFIT, REFER TO SHEET A6.0 FOR LOCATION SLIDING GRILLE TRACK SHOWN DASHED, TRACK 8 & DOOR FURNISHED & INSTALLED BY STOREFRONT VENDOR. NEW SUSPENDED LIGHT TRACK, SUSPEND FROM 90 UNISTRUT GRID. BOTTOM OF TRACK SHALL BE AT 12' -0" AFF - REFER TO DETAIL 1/A4.1 10 CABLE TRAY LAYOUT, REFER TO ELECTRICAL DRAWINGS FOR MORE INFO, SEE DETAIL 5/A4.1 FOR MOUNTING HEIGHTS NEW PROJECTORS BY DISNEY VENDOR, GC TO PROVIDE PAINTED THREADED ROD SUPPORT AND (IT) UNISTRUT FRAME FOR VENDOR TO ANCHOR TO 24 UNISTRUT GRID ABOVE. COORDINATE LOCATION OF THE TREE AND PROJECTORS PRIOR TO INSTALLATION.. MOUNT B.O. PROJECTOR CO 9' -6 ", 25 REFER TO 9/A4.1 NEW SURFACE MOUNTED SPEAKER TO BE 16 MOUNTED ON THEATRE POST. MOUNT B.O. SPEAKER AT 7' -0" AFF. WIRING TO BE CONCEALED INSIDE POST AND BE ROUTED ABOVE THEATRE NEW FLOOR MOUNTED SUBWOOFER TO BE 17 INSTALLED INSIDE A. /V ROOM. GC TO PROVIDE CUT -OUT FOR SUBWOOFER AT BASE OF SCREEN WALL (2) SHOPPER TRACK TO BE INSTALLED ON 18 UNISTRUT W/ (1) J -BOX EA. AND SHALL BE INSTALLED AT A 45' FROM DOOR (COORDINATE LOCATION WITH ON -SITE OWNER REP.) 0 NEW DISNEY SIGNAGE ON STOREFRONT PORTAL 20 NEW THEATRE FIXTURE BELOW. THEATRE BY OWNER'S VENDOR NEW VENTILATION FAN AT A/V ROOM. FAN 21 SHALL BE CONNECTED TO THERMOSTAT AT AV 21 ROOM DIRECTLY. THERMOSTAT TO BE SET AT 75 DEGREES. REFER TO DETAIL 9/A7.1 & MECH. NEW 6 "x14" TRANSFER AIR GRILLE WITH FILTER ON A/V ROOM CEILING, REFER TO DETAIL 9/A7.1 & MECHANICAL DRAWINGS 23 NEW GAMBO LIGHT FIXTURES, B.O. FIXTURE 12 SHALL BE AT 13' -6" AFF, GC TO PROVIDE UNISTRUT TO MOUNT TO, REFER TO SHEET A4.1 FOR TYP UNISTRUT DETAILS NEW SURFACE MOUNTED SUBWOOFER & 13 SPEAKER. MOUNT TO GC PROVIDED UNISTRUT GRID, REFER TO SHEET A4.1 FOR TYP UNISTRUT DETAILS NEW TRACK LIGHTING TO BE RECESSED INSIDE 14 DISNEY STORE THEATRE'S TRUSSES. COORDINATE WITH OWNER'S VENDOR FOR DETAILS NEW SUSPENDED COLOR KINETIC LIGHT FIXTURE. 15 MOUNT B.O. FIXTURE AT 13' -6" AFF, REFER TO DETAIL 11/A4.1 OUTLETS ON STOREFRONT SOFFIT SHALL BE CENTERED BETWEEN LIGHTS, U.N.O. BOTTOM OF ALL SUSPENDED LIGHT TRACKS OVER INTERIOR PATH SHALL BE INSTALLED AT 13' -6" A.F.F., TYP. PATH SHOWN DASHED 18 "x5" CHASE ABOVE A/V ROOM FOR SERVICES TO DISNEY STORE THEATRE, REFER TO DETAIL 5/A2.1 FOR MORE DETAILS OWNER PROVIDED CHANDELIER, GC TO INSTALL MOUNT BOTTOM BASE OF UGHT FIXTURE AT 9' -6" AFF, ENSURE ALL ELEMENTS OF CHANDELIER ARE INSTALLED TO ESTABLISH B.O. OF FIXTURE. GC SHALL LOCATE CHANDELIER ONLY AFTER PRINCESS MIRROR BELOW IS PLACED. SEE DETAIL 10/A4.1 AND ELECTRICAL DWGS FOR MORE INFO. POWER AND DATA ABOVE THE DOOR. SEE 27 INTERIOR ELEVATIONS AND ELECTRICAL DRAWINGS FOR MORE INFORMATION. ALL STORE UNISTRUT GRID 28 SHOWN REFER TO DETAIL 1/A4.1 FOR MORE DETAILS, GC TO PROVIDE CROSS UNISTRUT AS REQUIRED NEW MECHANICAL DUCTWORK, REFER TO 29 MECHANICAL DRAWINGS FOR MORE DETAILS B.O. LOWEST DUCT AT 15' -6" AFF. NEW WIRE MESH MARKETING GRID, REFER TO 3o DETAIL 7/A4.1 FOR MORE DETAILS NEW SPEAKERS IN PORTAL SOFFIT. SPEAKERS REQUIRE 8 -3/4" 0 CUTOUT AND 7-1/2" HEIGHT CLEARANCE. GC TO PROVIDE J -BOX W/ 3/4" CONDUIT TO NEAREST CABLE TRAY NEW SUSPENDED LIGHT TRACK, SUSPEND FROM 32 UNISTRUT GRID. BOTTOM OF TRACK SHALL BE AT 11' -4" AFF - REFER TO DETAIL 1/A4.1 NEW PROJECTORS BY DISNEY VENDOR, GC TO PROVIDE PAINTED THREADED ROD SUPPORT 33 AND UNISTRUT FRAME FOR VENDOR TO ANCHOR TO UNISTRUT GRID ABOVE. MOUNT B.O. PROJECTOR © 11' -6" p REFER TO SHEET A4.1 FOR OVERHEAD SUPPORT SYSTEM 1. TAPE, SPACKLE AND SAND ALL JOINTS IN GYP. BD. PREPARE FOR LEVEL 5 FINISH. 4. ADJUST SPACING OF FRAMING TO ACCOMMODATE UGHT FIXTURES AS REQUIRED. FINISHED HEIGHTS A.F.F. DIMENSIONS) FOR CEILINGS, SOFFITS, CURTAIN WALLS & WALL SYSTEMS ARE TO BE SET FROM THE HIGHEST FLOOR SLAB POINT PLUS A 1/2" ALLOWANCE FOR UNEVEN SLAB CONDITIONS ALL LIGHT FIXTURES WILL BE FURNISHED BY THE OWNER AND SHALL BE INSTALLED AND CONNECTED BY THE ELECTRICAL CONTRACTOR. • GENERAL CONTRACTOR SHALL USE UNISTRUT P4000T TO SUPPORT LIGHTING" TRACK, - SUPPORTING GRID ABOVE TRACK UGHTS SHALL BE P1000T•PER DETAILS NOTED ON SHEET A4.1. SEE 1/A4.1 & 2/A4.1 . LUMINAIRES THAT WEIGHS MORE THAN 50 LBS SHALL BE SUPPORTED INDEPENDENTLY OF THE OUTLET BOX UNLESS THE OUTLET BOX IS LISTED FOR THE WEIGHT TO BE SUPPORTED. 7. COORDINATE LOCATION OF ALL FIXTURES WITH ARCHITECT'S REFLECTED CEILING. PLAN. 8. NO EXPOSED CONDUCTORS ALLOWED. 9. ALL LIGHT FIXTURES ARE NEW UNLESS NOTED OTHERWISE. 10. VERIFY ALL CEIUNG HEIGHTS IN FIELD. 11. INSTALL TRACKS PER MANUFACTURER'S INSTALLATION GUIDE 12. ALL EMERGENCY UGHTING TO BE SELF - POWERED & TO HAVE 90 MINUTE BATTERY BACK -UP, MIN. 13. GENERAL CONTRACTOR TO CONFIRM DECK HEIGHT. NOTIFY ARCHITECT OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. 14. REFER TO RESPONSIBILITY MATRIX ON SHEET T1.0 FOR ADDITIONAL INFORMATION 15. CONCEALED SPRINKLER COVER PLATES SHALL BE COLOR MATCHED WITH FINISHES. THE COVER PLATES IN THE STOREFRONT PORTAL SHALL BE BRASS FINISH. HEADS AT GYP BD SOFFIT SHALL FINISHED BLACK. 16. ALL CEILING ELEMENTS, SPRINKLER HEADS, LIGHTING, OUTLETS IN STOREFRONT SOFFIT AND PORTAL SHOULD BE IN ONE STRAIGHT UNE WHENEVER POSSIBLE, CENTERED IN SOFFIT. IF THIS CANNOT BE OBTAINED THEN PM SHOULD USE BEST JUDGMENT FOR PLACEMENT OF ELEMENTS AND WORK WITH DISNEY TO LOCATE. 17. SPRINKLER HEADS SHALL BE CLEAR OF ANY CEILING ELEMENTS BY A 4' -O" DIAMETER AND 18" VERTICALLY. LIGHTING SHALL BE CLEAR OF ANY CEIUNG ELEMENTS BY A 4' -O" DIAMETER AND 12" VERTICALLY TD1102_A40 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane Drews Architects, Incorporated. / rP © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. 7$72 GISTERED AR JAMES E. DREWS STATE OF WASHINGTON ISSUED FOR: DATE PRELIM. L.L. REVIEW 03.10.11 PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE AREV 1 - BLDG. DEPT. RESUB. 05.18.11 n n A 0 n A n n WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By NM A/E Job Number TD1102.00 Checked By JD File Name TD1102_A40 Project Mgr. NM Scale: AS NOTED Title: REFLECTED CEILING PLANME,,, Mar.2 :3 2011 PERMIT CENTER Sheet No. A4.0 PLOT DATE: 5.18.2011 DOTING STRUCTURE USE IN PAIRS OF UNISTRUT P2785 AT P1000 OR P2786 AT P1001 UNISTRUT ATTACHED TO STRUCTURE, SEE DETAILS THIS SHEET __ ADD TRANSVERSE WIRE BRACES AT PROVIDE LONGITUDINAL WIRE BRACES 0 48' -0" O.C. & ENDS. 10 GA. WIRE W/ MIN. 4 TIGHT TURNS WITHIN 1 AT ENDS, TYP. EACH SIDE OF NON -LIGHT FIXTURE ITEMS SUCH AS SPEAKERS, L PROJECTORS, PENDULUM OBJECTS, ETC. PROVIDE P1377 UNISTRUT — EXISTING STRUCTURE ABOVE ,-� REFER TO ELECTRICAL DRAWINGS FOR MORE DETAILS -1/2" USE UNISTRUT FLAT PLATE FITTINGS: P1941 SEE DETAIL A �l--�--`------'------- ---- IF GC TO PROVIDE 3/4 CONDUIT — / _ _ - UNISTRUT _ _ _ __ 3 8" DIAM. THREADED ROD _ / AT 6' -0" O.C. MAX., ;., ALTERNATING SIDES r P1272S I 1" MIN. DBL. NUTS & j LOCK WASHERS, (TYP. GENERAL CONTRACTOR TO PROVIDE 90' LIQUID TIGHT FITTING & 3 " /4 STRAIGHT SWIVEL FITTING SHALL BE SUITABLE FOR CLASS 1 HAZARDOUS LOCATION 2/A41 �-- o / 1 NEW PROJECTORS BY DISNEY / / • <• -4 ! lad FITTINGS AT SPLICE OF CONTINUOUS P1000T. (REFER TO DETAIL 3/A4.1) "0 AIM— i _ _ _ _ _ _ _:_L______________ ! = .■ mm 1M- ii VENDOR, GC TO PROVIDE 3 8 MIN. A307 THREADED ROD AT / T -0° ON CENTER MAX., PROVIDE P1008 NUT AND LOCK WASHER TO P1000 UNISTRUT. REFER TO DETAILS 13 THRU 13 ON THIS SHEET FOR CONNECTION TO EXISTING STRUCTURE ABOVE EXTEND CABLE TO ENSURE FULL FIXTURE HEAD ROTATION ( ! ! 1 r y 1 / REFER TO DETAIL 9C� 1 -- _ :! COOPER B HEAVY DUTY o m c., _ Z m co o, THREADED ROD SUPPORT AND i UNISTRUT FRAME, FIXTURE 1 INSTALLER TO ATTACH TO I UNISTRUT GRID ABOVE. ' COORDINATE LOCATION OF 1HE� OWNER PRIOR TOECTORS WITH INSTALLATION.. MOUNT B.O.BOTfOM 11'-6" PROJECTOR 0 11 -6 FOR PROJECTOR SUPPORT DETAIL mm PROVIDE UNISTRUT PER FIELD CONDITIONS AS REQUIRED: - - 6' O" SPAN OR LESS : UNISUT P1000T „ - 10 -0 SPAN OR LESS UNISTRUT P1001 T _ 3/8 "� ROD ,i t ;, ;. r E f , ` ' -LINE HOLD DOWN BRACKET 9ZN -1241 „ - ` _� uiW 146» 1/2' BOLTS, NUTS, &LOCK CONT. LONGITUDINAL P1000T UNISTRUT BY UNISTRUT METAL FRAMING. USE 3/8 MIN. THREADED ROD AND P1008 NUTS TYP. SEE DETAIL 2/A4.1 PROVIDE TRANSVERSE BRAC CROSS P1000T UNISTRUT OF FLEXTRAY CABLE TRAY NOTES: A. CABLE TRAY SHALL B. GC SHALL PROVIDE HARDWARE AS REQUIRED, ELECTRICAL DRAWINGS DETAILS WASHERS, TYP. METAL STRAP DMX CABLE BE PAINTED P -01 COOPER B SOLID 13 -6 OWNER FURNISHED SUSPENDED LED B.O. FIXTURE WASH LIGHT FIXTURE, AND GC INSTALL, DIRECTED TO THEATRE PANELS • BY UNISTRUT ®32 -0 O.C. ®AT ENDS METAL FRAMING AS REQUIRED -LINE SPLICING BOTTOM CABLE TRAY SYSTM REFER TO 4W-09-120 FOR MORE P4000T UNISTRUT BY UNISTRUT METAL FRAMING TO SUPPORT TRACK LIGHTING INSTALL 10 GA SAFETY WIRE TO FIXTURE AND CONNECT TO DECK ABOVE z TRACK LIGHTING. EDGE OF UNISTRUT AND TRACK SHALL ALIGN, TYP. REFER TO FINISH PLAN FO FLOOR FlNISHIES ELEVATION TREE FIXTURE REFER TO DETAIL 7 ON SHEET A7.2 BOLTED CONNECTION TO STEEL FRAMING (BOTTOM CHORD) 3 " =1' -0" 15 SUPPORT DETAIL 3 " =1' -0" � � CABLE TRAY DETAIL 3 " =1' -0" UNISTRUT GRID ISOMETRIC N.T.S. 0 TDZA4115 TDZA4111 1DZA4105 TDZA4101 TYP. (TIP.) AT OR AS CAT -5 O.C. WALL, -BLE 3/8" =_ ��•� NUT & LOCK A 9' -6" 9' -6" COOPER 6 -LINE BOTTOM CABLE SYSTEM 4LC SOLID TRAY -09 -120 PROVIDE FIRE SEALANT ALL RATED PENETRATIONS PER UL DESIGN 1409 APPROVED EQUAL PROVIDE CONDUIT(S) REQUIRED TO FEED CABLES, DATA, AND t WASHER - TYP. 0 ROD ' �, ._ ` -r ` ` ''y -� / C) 'er ■ P1941 UNISTRUT FLAT FITTING � .� • nor - - - - - - SPEAKER WIRES - - -- 11 ti II 1;1 11 11 : r. --_=•� - - - ��_ — ii 1 . °i - CABLE "BASKET RSTEEL RE" � _. _ ' - ■ \ 1 1 I 1 1 ' PROJECTOR REFER TO DETAIL E STL. BEAM P2824 CONT. (LONGITUDINAL) — P1000T P1000T (CROSS UNISTRUT) �® ;014?"----------DEVc180WR 0 IPL /A A,P ' �! UNISTRUT rlik 141/Et i'// ///////////////////////////1_� �I �I' MOUNTING BRACKET STYLE, 12"W X 2"H, 9C /- FOR SUPPORT DETAIL TREE FIXTURE _ ;_ FASTENED TO BOTH TRAY AND STUD PARTITION FULL HEIGHT PARTITION PER -... F ... ;;,. (--,(-.:-:: FT212 -BLK MIN. 4 TIGHT TURNS EA END, (TYP.) i� =J PLAN ������ � ` _ . 10 GA. WIRE CONT. P4000T TO ALIGN W/ TRACK LIGHTING TRACK LIGHTING TYPICAL DBL NUTS & LOCK WASHERS, 3/8" 0 ROD TYP., U.N.O. PARTITION TYPES, REFER TO SHEET A2.0 FOR PARTITION TYPE L BRACKET 0 6' -0" FASTENED TO STUD BY B -LINE 12L BRKT 4' -0" GC TO PROVIDE HILT!: MQB -41 4' n V MARKETING GRID CLAMP, ITEM#369668, _ CONNECTION /SUSPENSION co, U ILDi�� ®IVj TYP. UNISTRUT FRAME SHALL B3 4' -0" INSTALLED W/ CHANNEL DOWN f 8" PLATE VENDOR SUPPLIED 5 5h AND INSTALLED �' ?` AND I �, . -. 1 ,f`I` PROJECTOR, � - . � 0 ROD/WIRE CONNECTION TO STEEL BEAM 3 " =1' -0" 16 CABLE TRAY DETAIL » » 1 -1/2 =1 -0 6 TYP. UNISTRUT 3"=1'-0" TDZA4116 NOT USED KIj TDZA4106 CONNECTION TDZA4102 o 1 EXISTING SPRAY EXISTING REPAIR AND MAINTAIN STEEL BEAM -ON FIREPROOFING- FIREPROOFING RATING HANGER & STEEL JOIST BRACE UNISTRUT FLAT PLATE FITTING -., 12" MAX 3/8"6 THREADED ROD — -P1064 » 14 -0 A.F.F._ _ __ -0, WIRE MESH THICK 4 "X4" GRID STEEL GREEN. REFER SCHEDULE P1941 UNISTRUT REFER TO CONT. P1000T = _ DETAIL MARKETING. 1/4" PATTERN PLAIN PAINTED AMAZON TO FINISH FLAT FITTING 2/- UNISTRUT _ DASHED „ • CENTERLINE OF / SPUCE 6 1 / 2 UNISTRUT FRAME, ATTACHED CHANNEL DOWN 6" MIN. M PROVIDED MARKETING RKETING G GRID PROJECTOR PLAN /SECTION PROJECTOR ISOMETRIC D 3/8" 0 ROD EXISTING STEEL JOIST -- UNISTRUT P1272S FITTINGS / CROSS UNISTRUT ,. ` P1000T 12 cA ( ) (LONGITUDINAL) Q GC TO PURCHASE & PROVIDE THE FOLLOWING ITEMS FOR PROJECTOR SUPPORT. B �-' it �' � �� TYP. EACH SIDE w / °� AND AT TOP =' '� pun . g P1001 UNISTRUT .. THESE ITEMS SHALL BE ONSITE ON A SEPARATE BOX MARKED "Ell" — — — — — — '' — 1' �f++— - �� � I ' -;a - — — — - - !� asi —: irJ� ■iil QTY. MANUF. MODEL DESCRIPTION �- -� B.O. MARKETING GRID T.O. UNISTRUT GRID l =f ±• irr TYP. 1 =f �ir 13/16" 17 HILII 3424511 10' -0" x 1 -5/8" UNISTRUT 96 HIL11 370632 3/8" UNISTRUT WASHER 96 HIL11 377882 3 8" UNISTRUT NUT 192 McMASTER CARR 92140A118 3/8 FENDER WASHER (BLACK) 96 McMASTER CARR 93827A225 3/8 NUT 32 McMASTER CARR 92965A624 3/8” x 1' HEX BOLT (BLACK 72 McMASTER CARR 92965A628 3/8” x 1 -1/2' HEX BOLT (BLACK) 192 McMASTER CARR 91104A031 3/8” LOCK WASHER 0.05 0.00 1 BLACK SPRAY CAN 24 HILT! MQB -41 CLAMPS SEE DETAIL 2/A4.1 --- �— .: "'�'= - i . It� / 4' — — rr— — 1, 3 5/8" 3 5/8" % 1 1 ;I '�— •1000T UNISTR NUT: = B . P =144# 7 1 4" / T -10' TYP. „I�� — — — UNISTRUT P1377 W/ ��— „1` „1� ���� : 4-3/80 BOLTS, NUTS, & LOCK WASHERS, TYP. 1 DBL NUTS LOCK WASHERS 3/8"0 ROI P2867A BEAM CLAM • _ 1�� A & LOCK WASHER BQYUHEADEFlRST PRODUCTS (714)522 -3311 SECURE WIRE MESH WITH SQUEEZE WIRE MESH: MCNICHOLS, 4" SQ OPENING WIRE MESH 0.2500 WIRE. „ 3/8" 0 ROD MAX NOTE: SPUCE POINT SHALL BE AWAY FROM ATTACHMENT POINT OF PROJECTORS AND 1' -0" MAX. AWAY FROM HANGER NUTS AND FLAT FITTING http: / /WWW.MCNICHOLS.COM/ ITEM NUMBER: 3640250041 VENDOR SUPPLIES AND INSTALLS THE FOLLOWING_ CEILING FLANGE, PIPE EXTENTION, ELECTRONICS ENCLOSURE AND PROJECTOR. UNISTRUT SUPPORT TO STL. BM. 3 " =1' -0" 17 U CONNECTION AT STEEL JOIST 3 " =1' -0" 3 PROJECTOR DETAIL 1/4 " =1' -0" 9 MARKETING GRID DETAIL 3 " =1' -0" UNISTRUT SPLICE CONN. 3 " =1' -O" 0 TDZA4 „7 TDZA4 „3 TDZA4109 TDZA4107 ToZA4103 EXISTING EXISTING REPAIR STEEL BEAM SPRAY -ON FIREPROOFING- AND MAINTAIN FIREPROOFING RATING PROVIDE UNISTRUT PER FIELD CONDITIONS AS REQUIRED: - C -0” SPAN OR LESS : UNISTRUT P1000T - 1C -0" SPAN OR LESS UNISTRUT P1001T FIELD VERIFY SPACE AVAILABLE TO FIT UNISTRUT WITHIN DBL NUTS & LOCK WASHERS, ( • FLUTES OF METAL EXISTING METAL DECK DECK 10' -0” AUTOMATIC DOOR CLOSURE • / I \ \ J -BOX MOUNTED i. : ■\ --' / \ \. ■ i 1 I ` / I\ \ %I • , �� • / • > ♦ — �`�; 1► — ��� ..N ` _ SELF- TAPPING SCREW 1 - 3/8"O THREADED ROD • TRANSVERSE 10 GA. WIRE TRANSVERSE GA. �����.. ��r .∎ „ 3 -5/8 METAL STUD FRAMING SHIM AS REQUIRED j - — -� - ; �� !�'� O '��' �\ ; ; ri , ��� �� �J / \ -" ON UNISTRUT \ / 1 / [it BRACE REFER DETAILS 1 AND 2/A4.1 DOUBLE NUT & LOCK P1001 4ii: / UNISTRUT c �..� F °' N \ GRID, REFER TO ELEC. DWGS FOR MORE INFORMATION CHANDELIER _ 0 N O ,° ►-) _ '� _ _ _ - • • "�� SHEET METAL SCREW TYP. I� / 11 I I _ WASHER TYP. i ('USE _ CHANDELIER ABOVE TO BE O CENTERED ON MIRROR FIXTURE -j1, 's' �i WilIA ii CORNER BEAD _ IN PAIRS OF UNISTRUT P2785 AT P1000 OR P2786 AT P1001 _ - P1047 „ --1 MIN. ;�i CONT. P1000T UNISTRUT WITH P1008 CHANNEL NUT CONCEALED • 24 x24 CONT. AROUND OPENING. FILL, TAPE, AND SAND SMOOTH, TYP. FLUSH LATCH FOR — _u_ ®__ �� P2868A BEAM CLAM' ������`______ I1 �� mm - - . •�+., /•• 0/ +j 3 O 0 ,� / PIN HINGE —5/8" GYP. BD. —� DBL NUTS LOCK WASHERS 3/8 "0 ROD __ I� �' 1 EXISTING STRUCTURE UNISTRUT P1272 S n ACCESS PANEL FIRE ACCESS \\ ' i NOTE: RECEIV CITYOFTU � MAT 3 2011 NOTE: FOR MORE INFORMATION 3 8 R0� 7101`111 :1 111I0T D \ ■ l , REFER TO DETAIL 15/A4.1 FOR MORE INFORMATION REFER TO DETAIL 2/A4.1 MOUNT BOTTOM BASE OF UGHT FIXTURE AT 9' -6" AFF, ENSURE ALL ELEMENTS OF CHANDELIER ARE INSTALLED TO ESTABLISH B.O. OF FIXTURE. RATED WHEN REQUIRED. PAINT TO MATCH ADJACENT FINISH 2 ` 5 PERMIT CENTER — — — — PRINCE EQ HERO EQ / / UNISTRUT SUPPORT TO STL. BM. 3 " =1' -0" BOLTED CONNECTION TO STEEL FRAMING (TOP CHORD) 3" =1' -0" CHANDELIER LOCATION 1/2 " =1' -0" LOCKABLE ACCESS PANEL 3 " =1' -0" SINGLE RAIL SUPPORT 3 " =1' -0" TDZA4118 TDZA4114 TDZA4110 10 TDZA4108 8 TDZA4104 TD1102_A41 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. REGISTERED HIT JAMES E. DREWS STATE OF WASHINGTON ISSUED FOR: DATE PRE BID/ BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By JCV A/E Job Number TD1102.00 Checked By JD File Name TD1102 A41 Project Mgr. NM Scale: AS NOTED Title: OVERHEAD SUPPORT & CEILING DETAILS Sheet No. A4.1 PLOT DATE 5.18.2011 10 NEW WHITE METAL PANEL BAND, CONTINUES AROUND ENTIRE S OREFRONT UP TO A5.2/ EXISTING CORRIDO DOOR < M4 � NOTE: REFER TO SHEET T1.0 FOR RESPONSIBILITY SCHEDULE AT STOREFRONT Linane /brews Architects WOOD CLADDING WITH STAGGERED JOINTS BY- GC. ONE JOINT PER LENGTH OF RUN WITH NO JOINTS ON THE SAME PLANE. MINIMUM LENGTH OF THE BOARD SHALL BE 3 FEET. EXISTING WALL /NEUTRAL PIER TO REMAIN. G.C. TO DEMOLISH GYP. BD. AND APPLY NEW OWNER VENDOR PROVIDED WHITE POWDER COATED METAL PANELS < M4 2" DIA. HALF ROUND -' CLEAR ANODIZED GLASS CUPS BY STOREFRONT VENDOR, TYP. VERIFY W SF OR DWC�S. W5 >- SOFFI NEW STOREFRONT SIGN BY OWNER'S VENDOR. (UNDER SEPARATE PERMIT APPUCATION) INTERNALLY ILLUMINATED BLADE SIGN BY SIGN VENDOR. SIGNAGE UNDER SEPARATE PERMIT_ _ -GC TO REMOVE EXISTING GYP BD AND FRAMING AS REQUIRED TO INSTALL 9/16" WOOD CLAD FINISH OVER 3/4" PLYWOOD < W8 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. JAMES E. DREWS STATE OF WASHINGTON NEW STOREFRONT PORTAL GC TO PROVIDE AND INSTALL METAL FRAMING AND WOOD CLADDING. COORDINATE WITH DISNEY FOR WOOD FINISH J` SPEC NEW 1/2" CLEAR TEMPERED GLAZING W/ POLISHED) EDGES AND 1/4" OPEN BUTT JOINTS BY 7 STOREFRONT VENDOR EXISTING DEVICE TO BE REMOVED /RELOCATED ARRANGE WITH ON -SITE MALL OPERATIONAL MANAGER _ d '-11--LEASE UNE NEW ALUMINUM FRAME BY OWNER'S VENDOR NEW STAINLESS STEEL CLAD BASE SHALL BED'` PROVIDED BY OWNER'S VENDOR. BASE SHALL' BE INSTALLED OVER WOOD FINISH AT PORTAL < M1 > 'I 1111 ISSUED FOR: DATE SEE 2/A5.0 SUDING GRILLE FURNISHED AND INSTALLED BY G.C. GC TO PROVIDE DUSTPROOF STRIKES PER DOOR MANUFACTURER'S RECOMMENDATIONS FOR DIMENSIONS DISPLAY MONITOR PROVIDED AND INSTALLED BY OWNER'S VENDOR G.C. TO CUT AND FRAME NEW OPENING IN THE EXISTING WALL PRELIM. L.L. REVIEW 03.10.11 PRE BID/ BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 STOREFRONT ELEVATION NOTE: REFER TO SHEET T1.0 FOR RESPONSIBILITY SCHEDULE AT STOREFRONT TILE FLOOR ON THINSET BY G.C. WOOD FLOOR BY G.C. STOREFRONT VENDOR: RETAIL STOREFRONT GROUP 7460 FRISCO AVE. LEEDS, AL 35094 CONTACT: BILL MATHEWS PHONE: (205) 699 -1774, EXT.119. EXISTING DEMISING WALL -REFER TO WALL TYPE PERIMETER FURRED WALL BY G.C. -REFER TO WALL TYPE No. REVISION ISSUES: DATE AREV 1 - BLDG. DEPT. RESUB. 05.18.11 GC TO REMOVE EXISTING GYP BD AND FRAMING AS REQUIRED TO INSTALL 9/16" WOOD CLAD FINISH OVER 3/4" PLYWOOD W8 SIGNAGE UNDER SEPARATE PERMIT G.C. SHALL REMOVE AND REPLACE) ANY AND ALL DAMAGED MALL FLOORING ADJACENT TO LEASE UNE TO PROVIDE "UKE NEV( FINISH (TYP, BOTH SIDES) G.C. SHALL CAREFULLY SAW CUT AND REMOVE MALL FINISH IN THIS AREA. REMOVE AND REPLACE ANY AND ALL DAMAGED MALL FLOORING ADJACENT TO SAW CUT TO PROVIDE "LIKE NEW" FINISH E.Q. LEASE UNE EXISTING NEUTRAL PIER W /NEW FINISH < YY8 INTERNALLY ILLUMINATED BLADE SIGN BY SIGN VENDOR. SIGNAGE UNDER SEPARATE PERMIT ±16' -5" V.I.F. ±17' -4" FIN SHED DIMENSION FINISHED DIMENSION V.I.F. LEASEUNE 1 /2 " =1' -0" ENLARGED STOREFRONT PLAN TD1101 J1 4' -64N11 -THEFT ANTENNAS 7/8" 1' -8 1 SALES' AREA 20 "x20" ANTI -THEFT ANTENNA BY OWNER'S VENDOR. GC TO PROVIDE IN AN ACCESSIBLE LOCATION; 1) DEDICATED 110v DUPLEX 2) DUPLEX DATA JUNCTION BOX W/ A 3/4" CONDUIT GC IS REQUIRED TO PROVIDE AN ACCESS PANEL ON SOFFIT OR T.O. PORTAL WHERE OCCURS TO ACCESS REQUIRED DATA AID 1'D�(ER -FOR ANTENNA 7 ANTI -THEFT ANTENNAS BY VENDOR. 1111111171117111•111111 __I- __t_ 111111111111•111 ■U��■ 1 B1 I BUILT -UP BEAM SCHEDULE MARK PRIMARY MEMBERS TOP & BOTTOM CONN. PLATE TO POST CONN. DETAIL TRACKS 4- NO. 12 SCREWS TOBM.& B1 2- 1000S162 -54 2- 600T125 -54 4- NO. 12 SCREWS TO POST 4/A7.1 POST TO BEAM 4- NO. 12 SCREWS TOBM.& B2 2- 1000S162 -54 2- 600T125 -54 4- NO. 12 SCREWS TO POST 4/A7.1 POST TO BEAM BUILT -UP POST SCHEDULE MARK PRIMARY MEMBERS SIDE TRACKS DETAIL CONN. TO SLAB P1 2- 600S125 -54 2- 600T125 -54 4/A7.1 3/A7.1 P2 T.S. 6 "x3 "X 1 /4" - - 14/A5.2 WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: Drawn By NM 357 A/E Job Number 1D1102.00 Checked By JD Project Mgr. NM Title: 6" CEILING JOISTS OVER 3 -1/2" JOISTS PER STOREFRONT SECTIONS SPACED AS NOTED File Name TD1102_A50 Scale: AS NOTED ENLARGED STOREFRONT PLAN AND ELEVATION STOREFRONT PORTAL CEILING AND FRAMING PLAN RECEIv CITY OF TULA MAY.232011 PERMIT CENTER 1/2"=r-0" TD1101 J1 Sheet No. A5.0 PLOT DATE 5.18.2011 TD1102_A50 TD1102_.A51 PLOT DATE 5.18.2011 EXISTING MALL STRUCTURE EXISTING MALI STRUCTURE Linane/Drews Architects v -)040 v V 3500 West Burbank Blvd 'JP Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. 7672 REGISTERED ` CHI JAMES E.1i EwS STATE OF WASHINGToj EXISTING MALL STRUCTURE EXISTING UGHT IN ALCOVE EXISTING UGHT IN ALCOVE -■da. EXISTING UGHT IN ALCOVE .........—.......„0. I / / / / / w I 1 ������� /� I / / / / w I I / / / /I.// /� I / / / / / w �� / 3 5/8 X20 GA. METAL STUDS co 24 O.C. BY G.C. PROVIDE PAINTED GYP BD I ' /i i/ / 3 5/8 X20 GA. METAL STUDS ®24° O.C. BY G.C. PROVIDE PAINTED GYP BD / , ,�� �� / . ��/ 3 5/8 X20 GA. METAL STUDS 24° O.C. BY G.C. PROVIDE PAINTED GYP BD ---,-- FINISH OVER JOISTS ` � _ FINISH OVER JOISTS �- ofr A � FINISH OVER JOISTS DEMO EXISTING FINS AND FRAMING AS INDICATED DEMO EXISTING FINS AND FRAMING AS INDICATED DEMO EXISTING FINS AN FRAMING AS INDICATED ,, 10° X20 GA. METAL STUDS ® 24° O.C. �Y G.C. 10" X20 GA. METAL STUDS ® 24" O.C. @Y G.C. 10" X20 GA. METAL STUDS 24° O.C. BY G.C. • ice. / / • • • •�� ! I I I �� i !�' - - - _ I I I I I I I PROVIDE 2" CONDUIT FOR SIGNAGE AND LIGHTING WIRE BY GENERAL CONTRACTOR ISSUED FOR: DATE / / / r iii i ! ' i; 1 PROVIDE 2° CONDUIT FOR SIGNAGE AND LIGHTING WIRE CONTRACTO BY GENERAL R iii ;,; i" PRELIM. L.L. REVIEW 03.10.11 ► 3/4" CLEAR ANODIZED ALUM. CHANNEL BY G.C. � - ,- _ i AA. ---'- 4 /d. ;! I I 1 1AP PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 Ir A /���� _ 1 I k l; I I I 1; I i k '� _. —._ _/ / � � _. —•_ _ / �, - 1; -, rriiiAI Ara y ■∎∎iiiiii iiriii riii r BID /L.L. FINAL REVIEW 04.08.11 Arir :�_� �//////////////��7.— 14 �//////////////��. ����������������� %:_!�/ 1 - I ■- /1� 1 % T.O. STOREFRONT MUWON (3) ACCESS PANELS ABOVE PORTAL W/ FINGER PULLS REFER TO XX A4.1 - - V _ - - - - • B.O. MALI_ BULKHEAD ° CONSTRUCTION SET 05.18.11 -T Ai - 1 I Ai Ali - I --�► ,I /11 /I -- -- - I I I �.-- , / / A ( I I ( I � t I i I I � , I, I I 12' -1" B.O. GYP BD SOFFIT 1 I I - a " LEASE LINE B.O. STOREFRONT MULLION STRUCTURAL POSTS INSIDE PORTAL, REFER TO SHEET A5.3 FOR MORE DETAILS — '', I 1-* *• � • -� - - - - - - - 1— — — — — — — w 1 f12 -2 - - - _._� ii - ;�o III ' T.O. SIGN w �,,_ . ■ - �� E'�AL 2 STUDS 24" 'O.C. BK G.C. i PA E Al NEW BRUSHED STAINLESS STEEL MUWON BY OWNER'S No REVISION ISSUES: DATE (3) #8 S.M.S., TYP. " 3 5/8 X20 GA. METAL �___� STUDS " STU D 24 O.C. BY VENDOR M1 3 5/8 X20 GA. METAL J 3 -5 8" X20 GA. METAL / 5/8 X20 GA. METAL �3 - --� 'STUDS #8 S.M.S., TYP. STUDS �' 24" O.C. BY G.C. . STUDS 0 24" O.C. BY G.C. _ . NEW STOREFRONT DS® 24 O.C. BY G.C. 1 �t NEW GNAGE BY G.C. {4) S.M.S. SMS, TYP. .,..c.+.eae :sue 3� ,[j- _ , �r.., EOV VI n�^' �oty O Tukwila UILDING DIVISION .� -17 �_ - —Air„---.7 - -_= _ ===---- - - - - -- _ � � � - - �"� NEW RECESSED UGHT FIXTURE, R , BY G.C. SEE ELECTRICAL DRAWINGS FOR MORE DETAILS I iii"��� Bill I A (4) S.M.S. TYP. O #8 w 1 , ► ► 4) S.M.S. TYP. ) #8 iIibl� #8 BUILKIHEAD 1 I I i l I E EQ 1 III \ \ . -. P " ! :�° I JOIST AT 12OC. w !I !it - rr;:z:::. i 1 I' i i 1 i � i I A !Ii ,��_ B.O. BUILT -UP POST �� 1'I, I0 I PLYWOOD SHEATHING '= � I / / I / 1 / I 1 / I / I � / / I / / / I / I B.O. ENTRY SOFFIT - - - -- A BY G.C., TYP. L _ OEO6 ENTRY SOFFIT — — / `/ — A !I, 3-1/2" METAL STUDS AT 12 O.C. PROVIDE 3-1/2" i, TRACK ON PERIMETER 11 ; STUDS AND BUILT UP !1' BEAM �� M2 n 3 -5/8° X20 GA. METAL STUD FRAMING ON 8 A5.2 I NEW METAL STUD PILASTER, REFER TO DETAIL 1/A5.2 FOR LOCATION WOOD CLADDING FINISH I i a��y..h � �A � „� m» r FRAMING BY G.C. i► i/ II Ii' 4x4 WOOD BLOCKING BELOW 6 METAL STUDS NEW LIGHTS BY G.C. AT NEW STOREFRONT SOFFIT, REFER TO REFLECTED CEIUNG FOR LOCATION < W5 BY GENERAL CONTRACTOR i� 1 if �' if �/ if i', it RECESSED TRACK FOR SUDING GRILLE ATTACHED TO 4X4 WOOD BLOCKING, FURNISHED AND INSTALLED BY GC W5� 3/4° F.T. PLYWOOD SHEATHING, TYP. I � 1 GATE DOOR SHOWN" DASHED BY G.C. FINISH TO MATCH ADJACENT PILASTER FINISH WESTFIELD SPACE 536 TUKWILA, _. - isoe store , kk � ryt SOUTHCENTER # 592 SOUTHCENTER MALL WA 98188 I/ / 1 iii ,. !ii II Ir � 1 GATE DOOR SHOWN DASHED BY G.C. 1 � I I NEW SLIDING GRILLE DOOR, FURNISHED AND3'°�' ::T:: GC LEASE LINE i M !; A5.2 !I II' II i 1 I I L A5.2 NEW BRUSHED STAINLESS I NEW 1/2" TEMPERED GLAZING BY OWNER'S VENDOR NEW STOREFRONT i'! PORTAL BY G.C. 0 / 1'' 1' I' NEW BRUSHED STAINLESS —NEW STOREFRONT PORTAL BEYOND BY G.C. STORE NUMBER: 357 i1! !il ii STEEL BASE BY OWNER'S VENDOR ( M1 > STEEL BASE BY OWNER'S "HIGH Drawn By NM A/E Job Number TD1102.00 NEW 6 X 4-1/2" WIDE STAINLESS STEEL FINISHED MULLION BY OWNERS VENDOR VENDOR < M1> II II ' NEW FLOOR FINISH VARIES SEE PLAN DIMS. 5 VW . Checked By JD File Name. TD1102_A51 < M1> A2.2 Project Mgr. NM Scale: AS NOTED 1 `- BY G.C. 1 � 1 ao 1 �_ 1 I a, �_ r- ---1 I t° Title: STOREFRONT SECTIONS AND DETAILS G.C. SHALL REMOVE AND REPLACE ANY AND ALL DAMAGED MALL FLOORING ADJACENT TO LEASE UNE TO PROVIDE "LIKE NEW" FINISH I G.C. CUT FINISH REMOVE AND FLOORING CUT FINISH J SHAD_ CAREFULLY SAW AND REMOVE MALL IN THIS AREA. AND REPLACE ANY ALL DAMAGED MALL ADJACENT TO SAW TO PROVIDE "LIKE NEW" J — I RECEIVE_ CITY OF TUKK ILA b I MAY .2 3 2011 .,.• _ PERMIT CENTER r Sheet No. A5 1 SECTION THRU PORTAL 1 w_1. -0" �3 SECTION THRU ENTRY 1"_11_0" / \ 2 SECTION THRU DISPLAY WINDOW 1w_1,_Ow (J) • • TD1102_.A51 PLOT DATE 5.18.2011 1D1102 A51 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects. Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. REGISTERED ARCHITECT JA 1ES E. DREWS STATE OF WASHINGTON ISSUED FOR: DATE PRELIM. L.L. REVIEW 03.10.11 PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE REV 1 - BLDG. DEPT. RESUB. 05.18.11 A n n n- n n A. n A WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By NM A/E Job Number 1D1102.00 Checked By JD File Name TD1102_451 Project Mgr. NM Scale: AS NOTED Title: STOREFRONT SECTIONS AND DETAILS Sheet No. A5.la PLOT DAZE 5.18.2011 ror I S ��t I Tr,' / ��II1�' /ITV / /� /I / r f J / pr K/ 04 orgo o z 01 W T.O. NEW TENANT FINISH 04 G .0 TO INSTALL OWNER VENDOR PROVIDED WHITE POWDER COATED = METAL PANELS OVER 3/4" / co ---'F-- S HEATHING 444 I in 1Ird44[I! a � NEW STAINLESS STEEL BASE AND HEADER SHALL BE PROVIDED BY OWNER'S VENDOR AND INSTALLED OVER WOOD CLADDING < M4 t— �� 4 % 1 � — — 3 5 8" X20 GA. METAL / STUDS cr 24" O.C. BY (4) #8 S.M.S., TYP. DEMO EXISTING GYP. BD. G.0 TO INSTALL NEW 9/16" THICK WOOD CLADDING OVER 3/4" PLYWOOD 40 r REFER TO ELEVATION FOR ADDITIONAL FINISH INFORMATION � 4:,,,,A01 di r (E) DUCT - SEE A1.1 FOR MORE INFORMATION Q ► Q F 1 ' i , 1, 1 1 1 I 1 1 1 AA, c o I "co lA 011 FURRED PARTITION W/ FIXTURE PANEL SEE FLOOR PLAN FOR PARTITION TYPES ES I / p; � 44 ill �. NEW BY OWNER SYVENDOR MONITOR IN PRE - FRAMED OPENING BY G.C. cn � o _ cn 12 I ' 0lo Ir, GENERAL CONTRACTOR TO PROVIDE POWER FOR VIDEO MONITOR rV a td FORT- C E, CO PLIA A v ° 7 1 /1$1 , ✓ 0/ 411 / WF E 3 ;� 1 I GitliO _ Ai la i9 k e ,';/,,gin ti ... ., A5.2 ml p4d: rp.. GYP. BD. G.0 TO 9/16" THICK WOOD 3/4" PLYWOOD CITY OF TU rIAT _2 t a �\ ■ LEASE UNE 1��/ad r j' 1/1 I1�d1--, !�,0 /(/ �Ir I 40 DEMO INSTALL CLADDING EXISTNG NEW ONER = N RECEIV PERMITCENTER NEW STAINLESS STEEL BASE AND HEADER SHALL BE PROVIDED BY OWNER'S VENDOR AND INSTALLED OVER WOOD CLADDING < M4 G.C. SHALL REMOVE AND REPLACE ANY AND ALL DAMAGED MALL FLOORING ADJACENT TO LEASE LINE TO PROVIDE "LIKE NEW" FINISH bkt 85 SECTION THRU WALL 1" -1' -0" (-4". J 1D1102 A51 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects. Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. REGISTERED ARCHITECT JA 1ES E. DREWS STATE OF WASHINGTON ISSUED FOR: DATE PRELIM. L.L. REVIEW 03.10.11 PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE REV 1 - BLDG. DEPT. RESUB. 05.18.11 A n n n- n n A. n A WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By NM A/E Job Number 1D1102.00 Checked By JD File Name TD1102_451 Project Mgr. NM Scale: AS NOTED Title: STOREFRONT SECTIONS AND DETAILS Sheet No. A5.la PLOT DAZE 5.18.2011 TD1102_A52 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects. Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE REV 1 - BLDG. DEPT. RESUB. 05.18.11 n n n n. n. n n WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By NM A/E Job Number TD1102.00 Checked By JD File Name TD1102JA52 Project Mgr. NM Scale: AS NOTED Title: STOREFRONT DETAILS Sheet No. A5.2 PLOT DAIS 5.18.2011 12" . ±10" 3 1/2' V.I.F. 1 a/i ////mc ✓i // raE1/ 41Fvanv�vinor/7 KICEW /nainior_vi/r/n/nacia/w.unoc� BUILT -UP POST BY G.C. �I������������������������������ :III 0, tlpI ,•,�, e,0 a 0 �1►� • � I Z tjdI I� ; 0 'I �I 111 ell �I .I ii 0 I ' �� •41 '1 `�I . ' !'l . �I �I `I #' II `11 �1 'I �' .� ;1$ I` I� I� • III 1%4 A ,� IS 1.. ,il I�, l�l; I�' �� lI tI5 �� II I> j I» QUARTER ROUND AT ALL CORNERS " HINGES. EACH DOOR TO RECEIVE 4 HINGES, REFER TO DOOR SCHEDULE FOR MORE DETAILS 3 ACCESS PANELS, ' ABOVE PORTAL W/ FINGER REFER TO 13/A5.2 FOR PANELS LOCATION 12'_10= s\ $ II l�� T.O. SIGN 1 2° CLEAR TEMPERED GLAZING BY / RECESSED TRACK ABOVE FURNISHED AND INSTALLED BY G.C. °x10' ;r- ,� � 2'-4'' PLYWOOD TO PLYWOOD DIMENSION — \ - �� N \ \ \ \ \ \ �\ \ 3-5/8" DIAGONAL BRACING 0 • • " / 0 C. II iI OWNER'S VENDOR GC TO RETURN 3/4 FINISH ABOVE 16 -0" HINGED DOOR FOR SUDING GRILLE BY G.C. uuI_ III "'-' PORTAL PROVIDE SEALANT TO MATCH FINISH ALONG MALL BULKHEAD 3/4 F.T. PLYWOOD SHEATHING / " 1 1/2. 01 1/4. / I / I/ _ 5/8 ST . BASE PLATE 3/4" FINISH OVER 3/4" PLYWOOD TYP. I a �\u/, � v/ ��� \�/���\�/�ia \v��r�\�h�ra\�/��i W �7 3 -1/2° METAL RETURNS PAINTED BRUSHED ALUMINUM ATTACHED TO BACKING PLATE WITH CUPS BY RECESSED PULL RING SHALL BE CENTERED HORIZONTALLY ON LAST DOOR WOOD SLAT AND MOUNTED AT 35 A.F.F = cm .1 FINISH DIMENSIO 3' -8" . a_ WOOD CLAD FINISH BY G.C. 111 II '`�� ln' 1I' �, RECESSED UGHT FIXTURE PER REFLECTED CEILING PLAN, SIMPSON "S /LBV" ®32° O.C. MAX. (EVERY OTHER JOISTS) nil! 11111 v I I 1 I 1 �; I ∎I 1�1 1 '�� \ \ \ \ \ - N I 1 I 1 1 1 1 1 I i - �� I 1 I 1 1 ` OWNER'S VENDOR .�� - �� LINE r 1 I'nm I \ "� [ ��. .�� -l��" • "';I °AMP • '� "'' •�I1�1!�. I I ■. k I I 1 I 4" x 20GA. METAL STUD FRAMING _ _ » i II II 1/8' ACRYUTE SIGNAGE LETTERS BY OWNER'S VENDOR I —♦ CONT. METAL TRACK ATTACHED TO BUILT UP POST W/ 10 S.M.S. 0 /# O.C. ° " NEW T.S POST 1 ANGLE DOOR STOP BY G.C. SIDE SUDING GRILLE W TEMPERED / GLASS PANELS TO BE PROVIDED AND INSTALLED BY G.C. BUILT -UP POST, TYP OF (2) PER PORTAL DOUBLED 616 GA METAL STUDS W 6'x16 GA TRACK AT EACH SIDE. COL I 1 I " 4 -5/8 SIMPSON THEN HD s TYP. EMBED 3 INTO SLAB I 1 :I 1I WHIP THROUGH 3/4'0 TUBE TO CONTROLLER GENERAL CONTRACTOR MOUNT BACKER BOARD AND CONTROLLERS ABOVE STOREFRONT SOFFIT 4x4 WD BLOCKING y��i It IIA.B I ITS '14 , �� I I el . » - '1 - - - 1 i 3/4' FlNISH OVER 3/4" FIRE TREATED PLYWOOD BY G.C. "X16GA. 3 -1/2 x 20GA. METAL STUD ° FRAMING. AUGN W/ 6 STUDS, SE 8/A5.3 FOR SPACING ���1 ICI ,�. I1 11 6 METAL JOISTS SPACED AS SHOWN ON 8/A5.3 SEE PLAN - — 9 1I� ti., - - " 1/2 CLEAR TEMPERED GLAZING BY OWNER'S VENDOR "x20 - - - �, U - - _ _ _ - - - 'I �' -- II -- - I DOUBLED 10 X16GA. METAL STUD W/ 6 X16GA. TRACK 0 TOP AND BOTTOM CONNECT TO POST BEYOND, REFER - - - . % / /! / / /!/ / ///1r% / / / / / /!////H / /// / / / //1 / / /r%//!/ /I /p/ / //i %/////////// / /iJ / / / / / ///d /Hr/ / /// / //V 3 -5/8 GA METAL STUD FRAMING BY G.C. RECESSED SIDE SUDING GRILLE W/ TEMPERED GLASS PANELS TO BE -;1 w�� «w1 l�l —, 111 r r�.�r�r �v �m�\v��rvia\t�ti\viti TO DETAILS ON SHEET A6.1 2' -5 1/8" FINISH DIMENSION I — — —! — 1•� FURNISHED AND INSTALLED BY G.C. 1' -3" 1 I /. 9,_6. B.O. ENTRY PORTAL VERIFY WIDTH - FULL WIDTH MATERIAL BASE PLATE DETAIL 1- 1/2 » =' - 0" 14 ENTRY SOFFIT DETAIL 28 STOREFRONT PLAN DETAIL :::10 NEW 2 1/2" METAL STUDS TO SUPPORT MONITOR FRAMING "S/LBV" 0 32" O.C. GA METAL CLG JOISTS 16" O.C. » » 011 NEW STEEL RECT. PERIMETER FURRED G.C. REFER WALL PANEL CONTRACTOR, WOOD BASE BELOW BEVELED AT CONT. METAL TO MATCH ADJACENT BY FIXTURE CONTRACTOR 4 SIMPSON TUBE POST OWNER'S VENDOR 2" HHMS BY R'�I n � iflI �I le R''I Ili 7 jo ) I III ii I II ' Li 1 I I 1 1 EXISTING DEMISING WALL, SEE ! PARTITION TYPES FOR MORE DETAILS DETAIL FOR REFERENCE ONLY - OERS VENDOR TO PROVIDE MONITOR, GLAZING AND ALL WORK SHOWN HEREIN SHALL FURNISHED AND INSTALLED BY OWNERS VENDOR I I _ I I ; i 6x16 AT 3/8 -16 x 1 -1/2 HHMS � 1 1 , , 1 • FIRE RETARDANT PLYWOOD BLOCKING AS REQUIRED BY G.C. 1/4s -20 x 2 -1/2" HHMS IN 1/4"-20 ZIP TOGGLE BY OWNERS VFNDOR �- � WALL BY TO WALL TYPES PERIMETER FURRED WALL BY G.C. -REFER TO WALL TYPES '� NEW CONT. 4x4 FIRE RETARDANT PLYWOOD BLOCKING AS REQUIRED BY G.C. ° I ' + BY FIXTURE SHOWN DASHED ; � WOOD BLOCKING ATTACHED 6' CLG 3 -1/2 "x20 METAL o.c. TO EA. JOIST l WALL PANEL BY FIXTURE CONTRACTOR, SHOWN DASHED A 45' REVEAL PAINTED PANEL 1/4 -20 x 2 -1/2" HHMS IN 1/4 " -20 ZIP TOGGLE BY / 1 , /. t i in = OWNER'S VENDOR 1 , \1 CONT. METAL REVEAL PAINTED TO MATCH ADJACENT PANEL BY ) FIXTURE CONTRACTOR GA STUDS ®32° �\\ ., ,, - - -- - - -- -- // % / l N W . ____�__. ___. W N - I s a w .,..., 11•■•■■■INIIV■11 CM/A111111111/411•■•■■111111WAIIIIIMI■•■ MIMIIIMINIF/IIIIMICAIMINIIV■r■rj °' .. --..7.,==.-.==.==== __ __ ___— ,._— __ ___— ,_W_______— .7:Z=....--.....= _":.=======...„ ■ _�_ —_.61 — _ „ —__�— m_7. —__ : r NEW BUILT POST BY j�j����� /i \\ \� \�� \ \ \ \ \ \� \ \ \ \��\ i I 1 I 1 1/2 / » 6 /4 VERIFY WITH SHOP DRAWINGS L . lil i l� (I1 II 101 1!1 ' I jllll I I (I NEW 2 1/2” METAL STUDS FRAMIN EXISTING NEUTRAL PIER TO REMAIN J � » ' -UP G.C. REFER TO DETAIL 8/- CONT. OVERHEAD TRACK W/ ROLLER TROLLEYS, TRACK CURVES SHALL 14 RADII BY GC - - - 1 - - - I,, I TO SUPPORT MONITOR 3/4" METAL STUDSD OR MONIDTORO BRACKET MOUNTING , �.� HAVE _ 3/4" ALUM. REVEAL CHANNEL W/ CLEAR ANODIZED FINISH BY G.C. 1 3/4° ALUM. REVEAL CHANNEL W/ CLEAR ANODIZED FINISH BY G.C. r_ � - EXISTING WALL FRAMING 9/16" WOOD CLADDING OVER 3/4" 3/4 F.T. TO 3/4" PLYWOOD ATTACHED NEW METAL STUDS FOR MONITOR BRACKET MOUNTING DISPLAY MONITOR, PANASONIC 1/8"x4-1/2"x6" ALUM. VERTICAL TUBE W/ BRUSHED S.S. CLADDING BY OWNER'S VENDOR SIDE SUDING GRILLE W/ TEMPERED GLASS PANELS TO BE PROVIDED BY THE 1/8"x4-1/2"x6" ALUM. VERTICAL TUBE W/ BRUSHED S.S. CLADDING BY OWNER'S VENDOR GENERAL CONTRACTOR PLYWOOD OVER (E) FRAMING, IN FIELD VERIFY N TH- 65PF12UK /,� 1/2° CLEAR TEMPERED GLAZING B , OWNER'S VENDOR 1/2' CLEAR TEMPERED GLAZING BY OWNER'S VENDOR DOOR TRACK DETAIL 3 " =1' -O" 9 NEUTRAL PIER DETAIL 3 " =1' -0" NEUTRAL PIER DETAIL 3 " =1' -0" VIDEO SCREEN DTL (HORIZ.) 3 " =1' -0' TDZA5202 TDZA5209 TDZA5205 IIIII (III) 110 VI IIII I 11 I \ \ \ \ \ O ' 1 1 NEW BULKHEAD FRAMING FIRE RETARDANT PLYWOOD BLOCKIN a AS REQUIRED BY G.C. 1014 i � ' $ ih. ILONA. 0 k `� "x3 "x1/4" DISPLAY MONITOR, PANASONIC TH- 65PF12UK �� i / / / 01111 ( T.S. 6 "x3 "x1 /4" BLACK GASKET BELOW, TYP BY OWNER'S VENDOR T.S. 6 BLACK GASKET BELOW, TYP II 11011 .III. 1 2" CLEAR TEMPERED BY OWNERS VENDOR 00 A I_ 3 4 ALUM REVEAL CHANNEL W BRUSHED ALUM. FINISH BY G.C. / R SHED 1 "0 TUBE FOR POWER SUPPLY BY OWNER'S VENDOR ii-� �� C � '- 1/4-20 ZIP TOGGLE H.H. BY OWNER'S 1/4-20 TOGGLE VENDOR 3/8 -16 H.H. BOLT INTO = , Mr-1 1 , NEW BUILT -UP STEEL THREADED INSERT IN VERTICAL BY OWNER'S VENDOR �6 06 \ \ I ` piiii. BEAM - SEE A5.0 FOR MORE DETAILS 'X' ` 1— - ___I' '�`"` "- � 1/8" X 4 X 6" ALUM. TUBE 3-5/8" METAL STUD FRAMING BY G.C. L / " I 1 II 1 5/8" SOFFIT W/ 5/8 TYPE GYP BD FINISH BY G.C. WOOD BLOCKING " -1/2" W/ BRUSHED S.S. CLADDING BY OWNER'S VENDOR � GASKET, TYP. OWNERS �0� •i / 1/2 CLEAR TEMPERED GLAZING BY OWNER'S VENDOR 3/4" 9/16" WOOD CLADDING OVER 3/4 PLYWOOD OVER (E) FRAMING, VERIFY IN FIELD BLACK BLACK BY VENDOR BY 4-1/2"X6" BRUSHED STAINLESS STEEL STOREFRONT BASE BELOW BY OWNER'S VENDOR WOOD CLAD FINISH OVER 3/4" EXISTING WALL FRAMING 1/4" ALUM. ATTACHMENT 1/2' CLEAR TEMPERED GLAZING OWNER'S VENDOR "X6" 4- 1/2 BRUSHED STAINLESS STEEL STOREFRONT BASE BELOW BY OWNER'S VENDOR WOOD CLAD FINISH OVER 3/4" F.T. -� PLATE BY OWNER'S VENDOR EQ EQ F.T. PLYWOOD SHEATHING OVER METAL STUD FRAMING BY G.C. 1 4 1/2" 7" f- PLYWOOD SHEATHING OVER METAL V STUD FRAMING BY G.C. RIOT USED 16 VIDEO SCREEN DETAIL (VERTICAL)10 3 " =' -' STOREFRONT HEAD DETAIL 3 " =1' -0" 10 GLAZING DETAIL 6 " =1' -0" 6 GLAZING DETAIL 6 " =1' -0" r a TDZA52Q3 TDZA5206 TDZA52, 0 T DZA52, 2 PROVIDE 2" CONDUIT FOR PROVIDE 2" CONDUIT FOR SIGNAGE AND LIGHTING RE GENERAL CONTRACTOR WIRE BY 4 1/2" REVIEWED FOR ® ®E COMPLIANCE �f1PLI,��C� A v e: City of Tukwila BUILDING DIVISION RECEIVE�Dp OF TUKWILA r1Ar .2 � 2011 PERMIT CENTER EQ EQ BLACK GASKET BY 1/2" CLEAR TEMPERED GLAZING BY OWNER'S VENDOR 1/8" X 1" X 1" ALUM. U- CHANNEL 1/2" CLEAR GLAZING VENDOR TEMPERED BY OWNER'S 1/4" BUTT JOINT, LOCATION STOREFRONT REFER ELEVATION TO FOR BY OWNER'S VENDOR BY GENERAL CONTRACTOR GLAZING SYSTEM MALL COMMON AREA 1/4" y'� ,°, OWNER'S VENDOR 1/8" X 4-1/2" X 6" ALUM. SILL TUBE W/ 18 GA. BRUSHED S.S. CLADDING BY OWNER'S VENDOR a N • A 1 16 "X25 25"X25" 16 "X25" 1 r- - - - GLASS SUPPORT BY OWNER'S VENDOR N ACCESS ACCESS ACCESS I \ 1 W, SALES AREA FLOOR , ; ; "TITEN" 1 PANEL PANEL PANEL °� .C. FINISH BY G.C. EXISTING CONCRETE M EQ. EQ. �, , �, EQ. EQ. 'O 1 4 0 X 1 1 2 SIMPSON 1/2" / / 24" CONCRETE SCREW ®24 O.C. BY OWNER'S VENDOR SET MUWON ON BED OF MASTIC ® ® _ SLAB TO REMAIN " EQ EQ EQ EQ EQ SEALANT BY OWNER'S VENDOR PROVIDE (1 EA) FLUSH RING EQ COORDINATE LOCATION OF ACCESS PANELS WITH WOOD SLATS TO ENSURE PANEL USES FULL WIDTH OF SLAT. PULL - DELTANA�'� ENTERPRISES, FLUSH RING » » PULL 1 -3/4 x 1 -3/8 , 16 " 12 • 2: • 12 • 16 ° _____ "-'• - EDGE OF STOREFRONT MUWON BELOW BY OWNERS VENDOR 2" ROUND GLAZING CUPS BY OWNER' S VENDOR WHERE ' REER TO STOREFRONT ELEVATION o a` °. a a a .. a a q MALL TILE- SEE NOTES AT FRP175US3 - POUSHED BRASS FINISH, TYP OF (3) EQ. , , , EQ. a a. a Q ENLARGED PLAN FIRE TREATED SHIM BY G.C. SALES AREA POLISH ALL EXPOSED EDGES, TYPICAL b t 1 !um 0 5 ACCESS PAN EL AT PORTAL '/2 " =1,-O" STOREFRONT BASE DETAIL 3 " =' - 0" 11 NOT USED GLAZING DETAIL 6"=1'-0" 4 TDZA5204 TDZA5211 TDZA5213 TD1102_A52 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects. Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE REV 1 - BLDG. DEPT. RESUB. 05.18.11 n n n n. n. n n WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By NM A/E Job Number TD1102.00 Checked By JD File Name TD1102JA52 Project Mgr. NM Scale: AS NOTED Title: STOREFRONT DETAILS Sheet No. A5.2 PLOT DAIS 5.18.2011 TD1102_A60 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. REGISTERED CHIT JAMES E. DREW S STATE OF WASHINGTON ISSUED FOR: DATE PRE BID/ BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW CONSTRUCTION SET 04.08.11 05.18.11 No. REVISION ISSUES: DATE REV 1 - BLDG. DEPT. RESUB. 05.18.11 n n n n WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By NM A/E Job Number TD1102.00 Checked By JD File Name TD1102_A60 Project Mgr. NM Scale: AS NOTED Title: INTERIOR ELEVATIONS/ SECTIONS Sheet No. A6.0 PLOT DATE: 5.18.2011 CONFIRM INSTALLATION OF WALL MURALS WITH DISNEY REPRESENTATIVE oa . 6° METAL BACKING PLATE EXISTING DEMISING WALL N I "' -►-- STUDS OR NEW FULL HEIGHT 40 WALL STUDS, REFER TO PARTITION TYPES FOR MORE DETAILS I P1 I B.O. STRUCTURE B.O. STRUCTURE P1 �� 1 - - FULL HEIGHT WALLS FINISHED SLAB TTYPETRACK PER PARTITION PMM,,,_ �± w 2 ° o iD 15 i t° o ec m m �_��� ° c> ° ° 6.) _ T.O. STOREFRONT B.O. SOFFIT ®I �. •• • I • • •L- - I -- -� • • • _ •N - - _ I. I. 1. I. I. 1. H. 1. 1 o I co o a m m oW' O r o _I w = ][ K r = A a_°a!m� �=w J� (n J Z o ►¢-• _ a = co -Pr) c� Q m ° N - lb '� Lb Ib`a�Ib h.`I- - A, i. 1. 1. I. 1. El I. I. I. I. I. I I Pl + � E _ c) 't ¢ I O m L6 lb lb 16 lb lb `6 _ I _ _ - , lb lb `5 lb I :; ., r. ,4 r' I E I . 1 "' ° ' : t "ti; ;° ,,_ - - - - - - - - - - - - - -: ! I .. - . - - - - i- - - -n I� v'` 1 11 .�I! T.O. TRACK - FURRED WALL �;Y %r , /.�!!'i, --, /i v �cw v �����,i /^.'`,•���,^ *-6" TRACK ® FURRED WALL t 1' S Y_ �. �����- v \V ��n\ v V\ u v �NI v vv �.' ���� v w ���� I I v w= �I'��/w .� ? ., I I I _ .-. _._�..�.s.1 ! v � ti1� v .„i:`��,��\� - _ ;`���1�.�� �/r.� V.. v v v ,cv r. v \.cam v �`�1 v ,Iv \r.• v acv r.• w��'`�/' v- v •Iv �✓ � v •Iv ��.� v „��� v -�., 11 � v w v r• � v .cv ��r� v �' , �l -. ^ j j j I ? `, ^ o � ~ Z Q v �v �� �,--�� I ( .�__�. I a��3s�sR_�.���� I ! �'y i t • v � V a V t� V ,IV � �1� /�\ / j �• / _ i � I z o _i N : o Z ° _ METAL STUD FRAMING �� � I lI'�°°" rr, i'l, / �i PER PARTITION TYPES / /� / / % 6 O » �.' v U Q v v :/ v \�./ r' v ✓ v v w v v ^��I!' v v v �✓ 1- \. �, �.,; acv v 1�.,� �v v ��� v \� , \w,� /�� _ �/ \v � .�� _ /�-\ V � �`�i�1 m I j' 1 . .�I�I . Q � &All Y �• ^ V !'r1 �+ V \ . d 1 Y 'd V . a �.ii . I �� �'■ V ��t/ t,. ! \�i.l ■-� I�I © �. ! �_ I�I�/� Q �I■ ( ' ■1 I� I��, Q I�i., ' �� ► � /„ '/ j: I PLYWOOD BLOCKING ! /" %���i yi , /�% , t• V �✓ ��' , `� vI�I� v`✓�� \.� \! 7V _ _ V \V �1 `��I� �. r' �� ,tom ^�`/nt\Cr�� \ \� _I Y HIV ��1 V ,IV �/ V Y �+ !�� .1 IIICI I_ I I I IC�i , J �/I iiJa , r�! I %i 0 -0 \ \ FURRED PARTITIONS FINISHED SLAB `fit ���:,�%J !�. � ���\., -1 1 - `r .r `,'' _�, �'ti/� `�.�.�r''L���'•�.�i1,^,'� ` "�i�, 1 'ir/` v �, �/ v �v', tir• / �� 1i� �1•' v.r�� .-- - FINISHED FLOOR _ _ B ELEVATION 1/4 » -r- °° � 9 INTERIOR ELEVATION ■ BACKING ELEVATIONS °INTERIOR 0 TDZA6001 ,-D,V TD1101 J1 ELEV 8,_6- FURRED PARTITION STUDS, SEE PARTITION GYP BD NOT SHOWN CLARITY (3) #8 S.M.S. TYPICAL FLANGE EXISTING DEMISING OR NEW STUDS PER PARTITION TYPES C 0 NT BAC KI NG PLATE 6" x 1 -1 /4 » 16 NOTCHED AROUND STUDS (3) #8 S.M.S. TYPICAL EACH STUD METAL STUDS ®SIDE CONFIRM INSTALLATION OF WALL MURALS WITH DISNEY REPRESENTATIVE O2 t16' -2» $ TYPES, FOR A DOUBLE OF OPENINGS AT EA. WALL S �I' 'r 1 B.O. STRUCTURE 14' -0° T.O. STOREFRON B SOFFIT it n n' o � z l�l 111 ID o I tp U (f)>- m Q = m or m �WWW QU -2 - _ _ n- 4 • 0 0 i �� - - � 1 , ® I � 0 �-< P1 } -� J m m - - _ a ° +. � i r lb lb ab- lb lb �' lb 1 Ib a� lb tb b-' tb lb ate' lb Ib �' lb rb �' lb lb b- i (� II = _ h - �Z0 5w • •' • • • e. lb ua b- u4 lb lb b- Ib lb w lb . lb ib G I 8' -6° I ,, 1■ 1■ 1■ 1■ '� 1. Y , l r . ; . GA. TRACK EXISTING .4 I ! 1" LONG OF BACKING PLATE /I _ v V � \:"��Y - \v - - .. FURRED WALL T.O. TRACK ® % FURRED WALL © D - D ■ - • �- . ' 1//�^`•'.,. -✓ �� • ,^ �-' v �: �'`- ' \I, �^ -/� ?t l/� ' R. w .•! v /� � v /� !�v �.,,,/ �!\% `�j�►��.+ � �_ - � ��1 /� �,A � --._- - -- .• .t -� - ��� � �. . i__ IN Q ° Z ° ° ¢ i m o nm -- _ I _ .t- _ . _•l•_ - .Z I I I j ( 0 . -0 » �� ` � �' V - + ^: rY - � , !�� r / . :�',a RIM \we„, Mill yi,,. A . n I 1 1 IL LW I I. M�I I I � 1 WEB TO STUD ti. �I ..� V V �� V ■ " �. Y V Y 'V - Y 'dam ^. V \:/ - n Y :- �7Y ^1. V ^ DI.I.■ Y ,^ V v V W n ` V ^. V V V r V � . V \`n V V \� ' rte •a\ V V V V V ^. V \V i. . �� I I . ! ! I .1 1 � - -' -r I � . ii AT 4 y` ►`�`�j '' -��/ /\ - NT, : /` Nr ` - v e.s. `i! i' �- 7 ' r - - r! i ' - `V" r � i' - --i- o 'Vi N- r r.. - ��-i �r1 ' - -e. � . .... f te.\ �� - ' - \/ i i �J . ��- �. r �fir% � �- � i L` �j ��"/ �` - �! �►` - `�. ! � * :,.. 1 Vii' ` I �\ - % .r r /\ ` P - .\ FINISHED FLOOR � FINISHED FLOOR INTERIOR ELEVATION '/4 » -'1- °° i INTERIOR ELEVATION '/4 ° -' - °" 6 BACKING DETAIL N.T.S. TDZA6002 1D1101 �1 ELEV TD1101 _F, � A^ 11 4° OR 6° X20 GA CONFIRM INSTALLATION OF WALL MURALS WITH DISNEY REPRESENTATIVE 2. Q 2 /!� r1 4/ 1 / c :0 . s COPL% i 0 a '1 P1ita r r r I oliii 7 I I n .1" ;F �. ® >., b I U cn >- m txmarm _ ,,, Z Z �, 5 - <. L' I - �, `i 9 n CO 11 » 3 4 JOISTS ROOM 1 5 Aft ; +.., ! -,.. ! i® P1 ' lb 'd lb lb '-c Lb lb '� lb -5 �__ lb L o 20 U >- } ' ISOMETRIC 24° » METAL STUDS 0 16 O.C. W/ BOTTOM AND TOP TRACK m ' N w ° Z N �, s2 Z ¢ or ° b = o co W _ Y = LLI ° E co _I- P1 I I A2.1 ;��.fi �+ 24° ® 11 ; TYP SPACING TYP SPACING `�� " I 1 1 _ .... .:. `. \�. ' `�`. �.' ti �� " •�;✓ ..• ^� ^,`•����^ ^- � .' •�. �_�.. .,. ti��`i !�_..�± 1 .,. \ � -. v :.� i 5 I ! i 4'- 11 1- -� ---4- ti •.: .:n. , .� , , � ■ ! 7 -11 3 4 / 1 ''� T.O. TRACK ® FURRED WALL » 0 -0 �. ,�.-. .�I`^\, .. .:. ,: - �I�_ 7 -11 /4 -.0. CLG ® A/V Or-11 CLG JOISTS ®A ROOM,' I J /'• ^ `� $ jr I .c0 ■ ^ r T.O. CLG JOISTS A/V ROOM �_, s. �:_.� I I .z _�.��_ ! CO I � I O m :� .. �, ! i - -- F : , � � pm , ,. EH 41 �� r .� , � - L : � " 1../ �� ..� �. � ^rte:_ ./' f, 1. \ . �•�' ��''\�'�.� ��' �s %• „ I / / � ` � - - - -- -- ,- - - - - - __ - ��r � , . , t r,E i >( ■I ■I ■Its - ✓� , (3) #8 FASTENERS VERTICALLY (PLYWOOD TO FURRING) ! I I 111111 �, ! IMEMI 'Ilrilri ! CITY DETAIL PERMITCENTER 1.14 MAT . 3 Z 20 . _. _. _.� -.._. ., `� �..�.., ��.�.� �I �' / ;_� IIUUIfl ����'a_. '- PRO WALL TRANSI11ON t I �:. `_ ��•� �•" � _ _I■ r' r' _ �- -�� v� � �/ �. � ✓" - : -! FINISHED FLOOR ANGLED WALL �� ANGLED WALL A B INTERIOR ELEVATION 1/4 ° -''- °» � INTERIOR ELEVATION ■ -'� - °° X11 ELEVATION INTERIOR E O 1/4 ° -' - °° WOOD BLOCKING DETAIL 3"=1'-0" TDZA6QO � „ °,�, TD1101�1ELEV 13 �'/4 TD1101�1ELEV t16' -2° 1 0 1 CONT. ROW OF LED LIGHT FIXTURE 01 LEASE LINE 13 ABOVE FURRED PARTITION, REFER TO O RCP FOR MORE DETAILS O EXISTING MALL BULKHEAD TO REMAIN ACCESS PANELS ON SOFFIT TO O ACCESS SIGNAGE BACKBOARD & OEXISTING DEMISING WALL TO REMAIN, 14 LIGHT FIXTURE HOUSING AND GC TO PROVIDE GYP BD TO B.O. DECK. MONITOR. ACCESS PANEL SHALL BE - DEMISING WALL STUDS OR NEW STUDS, I REFER TO PARTITION TYPES 'X' NEW 5/8° TYPE GYP. BD. FINISH SEE i I I ( 1 1 1 I I I VINYL MURAL SHOWN DASHED MURAL ' FURNISHED BY OWNER, INSTALLED BY G.C. COORDINATE WITH OWNER'S REP 1 FOR LOCATION m _- ___......_mw_ -_- _� -.__ -_ _ _ - _- _______ __ --- __� -�;- -,,,,, Q _ REFER TO FINISH PLAN FINISH DETAILS - B.O. STRUCTURE , �, �c}1 ' 7 NirVA LOCATED AWAY FROM THE MARKETING GRID. REFER TO DETAIL 8/A4.1 FOR .� ....... ....... ; 2 1/"" DECORAl1VE FLATS WHERE THEY OCCUR, FLATS BY DISNEY'S VENDOR ;; �,, ,- ,,,,,,,----- �,.... , 11 i� 04 EXISTING STRUCTURE TO REMAIN MORE DETAILS. \ '\\` 138 - -- - -J- -- -- - -T- r° O 12'_6° T.O. STOREFRONT PORTAL 8° y l-- 0 ,� p1 ®� \ _ , _ _ ��, NEW STOREFRONT PORTAL BY GC, (-1-;) SUSPENDED UNISTRUT GRID AT 14 -0 O REFER TO SHEET A5.0 FOR AFF, REFER TO A4.1 (TOP OF ■�� � 71....,.7.4.__ '`L'' 1 -'r l EFLCCTED CEILING TULAN FOR MORE DETAILS M - !� ,11' !_ u_ e0 , w .` 0 0 - �r . �O _ - - 1I STOREFRONT ELEVATION ` i' \,. ' _ - °� , -T re e _ i . 1. ,F,q' 1 ryr b I \\ ® 1. I. -0 \\ 0 UNISTRUT) O STOREFRONT DISPLAY WINDOW BY 16 TRACK LIGHT (BOTTOM OF TRACK) STOREFRONT VNDOR NEW STOREFRONT SOFFIT BY GENERAL O DUCT DISTRIBU11ON TO OCCUR ABOVE 7 CONTRACTOR 1- UNISTRUT GRID WHENEVER POSSIBLE NEW FURRED PARTITION BY GC. GC TO DATA & FOR CASHWRAP PER SHALL O WOOD BLOCKING FORRFlXTU ER PANELS '$ BE CENTERED BTW FIXTURE PANELS PER DETAIL 3/- & AT 4° AFF, OUTLETS AND COVERS SHALL BE COLOR 'BLACK° HEIGHT WALL BY G.C. W/ 09 GYP BD FINISH TO BOTTOM OF DEC, (71;') SHOPPER TRACK TO BE INSTALLED REFER TO PARTITION TYPES FOR MORE ON UNISTRUT GRID DETAILS 20 HIGH TRACK FIXTURE OVER PATH,: 10 N REFER TO SHEET A4.0 FOR LOCAl10N 1 III 1! I 11 I III III � B h II I �� • 8' -6° EXIT +l� T.O. TOP TRACK ■ ® i� 17 � \ \ , � t ' I � � �--`� '� �"N �J '' o i / :CI ;� J ��__ - - -- 1111 r' ; ! #8 FASTENERS ®12 O.C. '0. 1 I CONT. 4° OR 6° x 20 GA METAL TOP TRACK ATTACHED TO METAL BACKING T.O. TRACK ® FURRED WALL q � ;, ^w- - i © '�� .� ,,,, �� �� ,� r . �; �,� I to e u 1 t -- �- ----- �- - --r i- z -- 1 I CONT. F.T. PLYWOOD BLOCKING ✓�1 ��- a DTL 1/ 1/- T� r I I I. METAL BACKING BETWEEN STUDS, ,,, REFER TO DETAIL 2/- FOR MORE DETAILS 12 �„• • 1 i i 0 i■ ( } „ - ��]1 ^' 3 O j .. j 0 1 _ ";a I. PB,SEE DETL 3/- FE Ii' EA. FLANGE TO METAL I i � FINISHED FLOOR I _ 21 1.F.F., 11 ADDITIONAL INFORMATION DECORATIVE WOOD SLATS & FIXTURE 12 WALL PANELS BY MILLWORK VENDOR SHOWN DASHED • 4. � v ATTACH STUD BACKING W/ (3) #8 FASTENERS INTERIOR ELEVATION 1/4 ° =1' - 0° � REFERENCE NOTES KEY PLAN - °° 3 ° -1'- 0» 4 WALL CONNECTION ECTION DETAIL CO TDZA6004 8 1 _11 :::1 TD1101 _F1 ELEV 12 TD1102_A60 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. REGISTERED CHIT JAMES E. DREW S STATE OF WASHINGTON ISSUED FOR: DATE PRE BID/ BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW CONSTRUCTION SET 04.08.11 05.18.11 No. REVISION ISSUES: DATE REV 1 - BLDG. DEPT. RESUB. 05.18.11 n n n n WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By NM A/E Job Number TD1102.00 Checked By JD File Name TD1102_A60 Project Mgr. NM Scale: AS NOTED Title: INTERIOR ELEVATIONS/ SECTIONS Sheet No. A6.0 PLOT DATE: 5.18.2011 TD1102J161 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects. Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. JAMES E. DREWS STATE OF WASHINGTON ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE REV 1 - BLDG. DEPT. RESUB. 05.18.11 n n n A n n n n A WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By NM A/E Job Number TD1102.00 Checked By JD File Name TD1102_A61 Project Mgr. NM Scale: AS NOTED Title: BACK OF HOUSE INTERIOR ELEVATIONS/ SECTIONS Sheet No. A6.1 PLOT DATE 5.18.2011 i ±16'-2" T 30 ±16'-2" B.O. STRUCTURE I € I I I B.O. STRUCTURE __i_____�________________�__ 3 _ M 0 1- z R- oW z w vl W P3 1 P3 \ E EXTENT OF PA SEE A3.0 111 'I � I � � � \ 7 / M / I T � �r.� _rok W1 , m 0 El E I 1 O ;- a 4 \:- - / O �• I \ 01-0" L .:� e W1 FINISHED FLOOR N, tili113 — — FINISHED FLOOR lazes/ <B3> --) INTERIOR ELEVATION 1/4"=1'-0" INTERIOR ELEVATION 1/4"=r-0" 2 TD1101_F1ELEV TD1101�1ELEV ±16' -2" 30 ±16' -2" T ±16' -2" 5 W____________� _ B.O. STRUCTURE B.O. STRUCTURE // L _____________'_____� B.O. STRUCTURE s o , 0 a aL M Li_ v' x ``' r _ I f i... _ 1:1' I 1 I I I I I, 1 I Q P3 P3 P3 QxEQr EQ EQ EXTENT OF PAINT SEE A3.0 0 1- . ,� r<i o¢ w 5 I � I I I I I I I o _ I Y k I I_ I I co I _ I. t ;... _:. _.. f .._... 1' �.I k I Ir I .I - - -- — -- I f -- - -_- . I k I I (� I : ; I L.I II I,II I - — -- I'Y- YI.. �:.....:. �.. ' I - - -- I II I I II: � 1� li I , I! t 4' I L r 1 / 1 I b I 1 I _ ° A RACK �I ` �� t ©in 1 I I SEMI - RECESSED FIRE EXTINGUISHER CABINET, SEE A0.2 I !1 111 1 I I 111, 1! I: '' 11 I FINISHED FLOOR r FINISHED FLOOR FINISHED FLOOR SALES TO W2 < B3 �--� B3 }-J STOCKROOM B3 �--� • REFER TO FINISH DOOR SCHEDULE FOR MORE DETAILS INTERIOR ELEVATION 1/4" =1' -0" 3 INTERIOR ELEVATION 1/4 " =1' -0" 4 INTERIOR ELEVATION 1/4 " =1' -0" „o11 V „o,�,E�� ,� „o,�,E�� f16 -2 30 S :.:.. . ...... .... ..... _ ...... , ......._ ,....... __..._........ _ _ f1ii,, d,,,, i,furo" , 1 ( i it,1 '1 aY + I l i ,-i" ".....• ini %\ x JI7SCE A.M.11U u1Lurt I:11Vi; \ \ htt r ,. I , ��', -_— - \\ - „ ,�, „�„ r� r _ I \ -- . if- .-11 LPL I —� 1 I E---= 1 -In T IFF\ $ B.O. STRUCTURE I I I I B.O. STRUCTURE � �� _ t a_ � ° Ni o ZN X W ° 1.1 , 0- a ° p¢ „`-� P3 P3 i I OH\l I I it I l, I !1I \ ii 1 I 4.— ” I 4'-0" 0 0 _ H+++HHHt( .� rr 0 \ � I I I I I 1 I I I -- II I� \ U I I I II I II I i \ \ EViEWED ° . DE COMPLIANCE , _ . �. 'ALI' Of $ IJa •; _ .1 ., •:1 'lii1.9lo,t� FOR E m 1 �I��Ia H I � + J -- ( I I ++ H , I I II I INVER ,r TELEPHONE BOARD r i I---J L 1— � �JLL — Ir WI — 1111 l,(L M I__ X N W W '1: M' / i . 11tt 1 W I FA ` I 1 1 ,, - - -- -- J 7 ! r— 4 1P I i 1 1 � — — , I� ,- � � ... 11 tan.; . _,O_C-_-os° FINISHED FLOOR _i_ FINISHED FLOOR SURGE f < B3 PROTECTOR < B3 )--' ` i ik / NW INTERIOR ELEVATION 1/4"=11-0" 6 INTERIOR ELEVATION 1/4-.1.-0. KEY PLAN n8) :F1 ,D„D,�,E� „,�� O1 NEW AUDIO /VISUAL RACK 1 2 EMERGENCY LIGHT INVERTER, SEE ELECTRICAL FOR MORE DETAILS OGC TO PROVIDE OUTLETS FOR A/V AT GC TO PROVIDE POWER AND (1) 90" AFF CENTERED ON RACK, SEE 13 J -BOX W/ PULL STRING FOR DATA ELECTRICAL FOR MORE DETAILS ABOVE DOOR. 0 NEW STOCKROOM SHELVING UNITS 14 5- BUTTON LIGHTING CONTROL SWITCH, SEE ELECTRICAL FOR MORE DETAILS ONEW STAGING AREA HANG RODS, SEE SHEET A8.0 FOR DETAILS CI NEW ALARM PANEL 0 NEW PROCESSING AREA, SEE DETAIL 16 NEW HAND SANITIZER BY G.C. SEE 5/A7.3 FOR MORE DETAILS SHEET A7.0 FOR MORE DETAILS ONEW CAST AREA BEYOND, SEE NEW F ENLARGED PLAN ON SHEET A7.3 FOR 17 A7.0 DRINKING M FOR ORE DETAILS OUNTAIN, SEE SHEET MORE DETAILS 0 NOT USED ONEW ELECTRICAL PANELS, SEE ELECTRICAL FOR MORE DETAILS 9 NEW LIGHTING CONTROL PANEL UTEKEEPER, AUGN TOP OF PANEL W/ TOP OF ELECTRICAL POWER PANELS NEW CURRENT LIMITER, TRACKEEPER, RECEIV 8 ALIGN TOP OF PANEL W/ TOP OF CITY OF TUKWILA ELECTRICAL POWER PANELS MAY _2 S 2011 11 NEW SURGE PROTECTOR, SEE PERMIT CENTER ELECTRICAL FOR MORE DETAILS b 1 I gift. 0 NOT USED (9) NOT USED 10 NOT USED 11 NOT USED 12 REFERENCE NOTES TD1102J161 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects. Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. JAMES E. DREWS STATE OF WASHINGTON ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE REV 1 - BLDG. DEPT. RESUB. 05.18.11 n n n A n n n n A WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By NM A/E Job Number TD1102.00 Checked By JD File Name TD1102_A61 Project Mgr. NM Scale: AS NOTED Title: BACK OF HOUSE INTERIOR ELEVATIONS/ SECTIONS Sheet No. A6.1 PLOT DATE 5.18.2011 TD1102_A70 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. REGISTERED RCH ISSUED FOR: DATE PRE BID/ BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE REV 1 - BLDG. DEPT. RESUB. 05.18.11 A n A A n n n n n WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By NM A/E Job Number TD1102.00 Checked By JD File Name TD1102_A70 Project Mgr. NM Scale: AS NOTED Title: ENLARGED TOILET FLOOR PLAN, ELEVATIONS AND DETAILS Sheet No. A7.0 PLOT DATE 5.18.2011 BLOCKING BEYOND AS ACCESSORY SCHEDULE 1' -3" 1' -6" I SYM QUANT. EQUIP. NAME MANUFACTURER MODEL # DESCRIPTION 0 F 1.-j w `" 1 0 0 1 WHITE VINYL TRIM MOISTURE RESISTANT 1 WATER CLOSET AMERICAN STANDARD 2467.100 CADET RIGHT HEIGHT 16 -1/2" PRESSURE ASSISTED ELONGATED TOILET - VITREOUS CHINA - WHITE PROVIDE #5321.110 TOILET SEAT. FLUSH CONTROL ON WIDE SIDE OF A STALL - 1 i - - -- - -- -r- -� - - - - -- e 0 x48 CLR SPACE 0 AIL % 0 0 0 GYP. BOARD "MARUTE P7 SEMI -GLOSS REQUIRED FOR FOUNTAIN ATTACHMENT. SEE MANUFACTURER RECOMMENDATIONS FOR ATTACHMENT HANDICAP ACCESSIBLE -A' © 1 LAVATORY AMERICAN STANDARD LUCERNE #0355.012 LUCERNE WALL HUNG (BARRIER FREE) LAVATORY - SINGLE CENTER FAUCET HOLE " FRP" SEE FINISH PLAN FOR MORE DETAILS BACK PLATE © 1 FAUCET STANDARD 2175.503 SINGLE CONTROL CENTERSET COLONY SOFT •4 /AM AI n i v A:FT e r PRI' v 1I 0 0 / WHITE VINYL TRIM SEALANT, PAINT TO MATCH SHEET 0 1 DRINKING N ELKAY EZTL8C TWO STATION WALL MOUNT WATER COOLERS, BARRIER FREE ACCESS. SELF CLOSING EASY TOUCH CONTROLS ON FRONT OF EACH UNIT ®" 7 -0 AFF. �, FIXTURE SCHEDULE FREE CO HAND SANITIZER x < I '� SPEC oo a_ N o ~ © 1 fANKLESS WATER - (EATER EEMAX SP4208 SINGLE POINT WATER HEATER W/ 4.1kW VAC, 208V, W/ RISE OF 56' A 0.5 GPM VINYL PRE- FORMED CONTINUOUS FIBER x .A x ¢ m o i7 .-. J �� © •cam � "" DISPENSER MOUNT " " BOTTOM OF CONTROL AT ► © 6 1 FLOOR DRAIN ZURN Z453B WITH "TYPE B" STRAINER AND TRAP PRIMER CONNECTION, SEE DETAIL 9/- 0o o o m p c- VJ I _ p I N $ 20" 20 36 6 40" AFF = < J ¢ o c� m N p N _ z¢ w M ¢ N Z o CANT DOOR MIN o P o SHEET VINYL OVER MASTIC, REFER AS REQ'D FLOOR CLEAN OUT SERIES 58360 :::: :1:::::0 HUB �- w m w N 1 - EXISTING CONCRETE REMAIN SLAB TO A I, „ :::: SERIES 58600 -CO VER DA SIGN PERRADAAG 4.3 (SEE 4/A0.4 FOR REFERENCE) B3> EQ. EQ. ®® - `� ©'- 9 1 :::: BARS BOBRICK EE6f3i: " 1 -1/2 DIAMETER GRAB BAR W/ SNAP FLANGE - SATIN FINISH. �-� wl �° D .:‹ ec 4' -4" MIN ♦ / ♦ ` d `. °a . ° ° ^ ° d 4 . BITUMINOUS WATERPROOF MEMBRANE ROOM LOCATIONS ON GRADE LOCATIONS 10 __.., 1 DISPENSER GOJO 800 SERIES WHITE PLASTIC, WALL MOUNT 800 SER DSP 4 -1/2W X 4 -1/8D WL -TNT WHI 12 (GOJ 9033) ;,, ;_ ,, �. - ao M o - ¢ °D ce 60'x56 CL SPAt✓E • 04."1 30":24 -8' CLR REFER TO FLOOR PLAN AT ALL TOILET EXCEPT AT SLAB '` \ ' -, . GO 1 MIRROR BOBRICK B165 -2436 MIRROR WITH STAINLESS STEEL CHANNEL FRAME, " " 24 WIDE X 36 HIGH MIRROR 9 k. ri oQ RP ; �� O ® 1 SEAT COVER DISPENSER BOBRICK B -221 CLASSIC SERIES - SURFACE MOUNTED SEAT COVER DISPENSER ; _ „{ Ill ® TV WALL BASE DETAIL 3 " =1' -0" 6 DRINKING FOUNTAIN ELEV. 1 2 " =1' -0" 4 TDZA7006 TDZA7004 ® 1 HAND DRYER GAMCO GXT6 -C SURFACE MOUNTED CHROME FINISH HAND DRYER 6 :" MIN. EAR' REFER TO W /SET- STD. PLATE. BAR 0 ANCHOR TO STUDS NAILS MIN. OF OR LENGTH AS GYP. BD. ROOMS 17 "MIN \`.` ; ©© 41) 1 WASTE RECEPTACLE BOBRICK B279 SURFACE MOUNTED WASTE RECEPTACLE , �I ® 1 TOILET PAPER DISPENSER BOBRICK B -2888 MULTI -ROLL TOILET TISSUE DISPENSER _ ;' 'Mail i) ---____-1-1- - -- - ' �♦ I � ��� ��� . ♦♦ ��� M :... ;: ' • � ' • ' ♦ A i `I,� �M. ���.� 16 0 PAPER TOWEL DISPENSER BOBRICK B -262 SURFACE MOUNTED PAPER TOWEL DISPENSER in KIM 1 ..'.... _... ;. :..,...t.. ....` ....... ;._._' 0 CHANGING STATION KOALA KARE KB200 HORIZONTAL WALL- MOUNTED GREY BABY CHANGING STATION. PROVIDED AND INSTALLED BY G.C. ®2' -1" A.F.F. INSTALL 16 GA. METAL STRAPPING BANDS BEHIND ALL CONNECTION POINTS WALL PARTITIONS NOTCH STUDS ♦ 18 " 9 0 18" 11 P7 SEMI -GLOSS " 6" 18 10 -( MIN. t 18 1 CABINET K WNIIL MILLWORK CA8INLI OVER IOILLI. 24Wx36Hx7 -1/4 "D WALL CABINET W/ LOCKSET & KEY RY DISNEY VENDOR p� ti3 t 1 •(SURF. W1�� - AS REQ'D ' 36" 36 0 19 1 ROBE HOOK BOBRICK B -7671 SURFACE MOUNTED ROBE HOOK. SATIN- FINISH STAINLESS STEEL MFRS. STD. FLANGE ' GRAB BAR • •- , MTD.) SCREWS, OVER CONCEALED MTG. -,--10 20 AS REQ'D NAPKIN DISPOSAL BOBRICK B-270 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL ��� "'" '�' z N. N ¢ .o M I w w ® 1 MIRROR AT DOOR BOBRICK 8 -270 24" WIDE X 48" HIGH MIRROR W/ FRAME STAINLESS STEEL ANGLE FRAME W/ SATIN FINISH NOTE: �L VIEWED C� ®� C® �'LI r .���� ` ' -�. ,� Ali �� ru�tlNl�a �UjLDIN p��ISI ® A. TOILET BOWL AND TOILET BOWL SEAT SUPPLIED AND INSTALLED BY GC. B. GRAB BAR SUPPLIED AND INSTALIFD BY GC. C. LAVATORY AND MIRROR SUPPLIED AND INSTALL BY GC. D. CLEANOUT AND ACCESS PANELS SUPPUED AND INSTALLED BY GC. E. BABY CHANGING TABLE SUPPLIED AND INSTALLED BY G.C. F. ELECTRIC HAND DRYER TO BE SUPPUED AND INSTALLED BY G.C. �♦ G 1 MOP SINK FLORESTONE MSR 2424 24 "X24" MOLDED MOP RECEPTOR �• I /�1 1 r ..- - /����A -� �� ∎.k ∎C� -v�7��'�'��.....��� ����������� � ∎� ∎� ∎ ∎ ∎� ∎� ∎ ∎� � 1-1/4"0 GRAB HT. PER ELEVATION Tn'• 4 "W X3 /16 "PL. 23 1 MOP SINK - FAUCET AMERICAN STANDARD $344.002 EXPOSED YOLK WALL -MOUNT UTILITY FAUCET W/ TOP BRACE „ 8 24 1 SANIT1ZER DISPENSER PURELL TFX HAND SANITIZER • CLR WITH (2) 16d MIN 11 " ♦ 3 -STUD SPACES REVD. ® 1 1.ECTRIC fANKLESS WATER SEATER EEMAX EX8208 SINGLE POINT WATER HEATER W/ 8.3kW VAC, 208V, W/ RISE OF 57' AT 1.0 GPM "X" MIN 5/8" TYPE W.R. AT TOILET TYPICAL NOTE: 1. PROVIDE VINYL EDGE TRIM AT ALL FRP EDGES. 2. PROVIDE SEALANT AT ALL ADJACENT MATERIALS AT FRP PANELS. GRAB BAR DETAIL 3 " =1' -0" 7 DRINKING FOUNTAIN ELEV. 1/2 " =1' -0" ENLARGED TOILET ROOM PLANS 1/2 " =1' -0" TDZA7007 - TDZA7005 5 „0,_F, I All..., 1 INSTA HOT AT PROVIDE MOP RACK. -GLOSS BD TYP "X" TO OF STRUCTURE (USE RESISTANT GYP. BD. ON SIDE UP TO 8' -0" AS SCHEDULED GA METAL STUDS ® BOTTOM OF SEE PARTITION SLAB DRIVEN FASTENER 0 MAX .145 DIA. W 1 EMBED HILT! ICC ESR APPROVED EQUAL ® ® 9 18 0 9 18 -CES.) 0 10 0 19 GC TO PROVIDE -\ CAULKING BEHIND \ MIRROR 2' -0" < P2 I� A INSTALL GC TO PROVIDE CAULKING BEHIND 11 MIRROR. TYP. 7' -0" AFF y 8" GF1 DUPLEX OUTLET 0 N. / _ o )21ri GC TO < P2 > \ _ i. o i 'r' ' �I� � (j 0I �I iV .I� :2 GENERAL CONTRACTOR TO PROVIDE FRP FINISH TO 4' -0" A.F.F. < P2 > 40" ♦ ♦ © 0 " < P2> SEMI © •�l '`'� "`—'` 5/8" GYP BOTTOM WATER MOP SINK FAUCET 2 �- P=1 3 \=* iN-' Z o Ir i .., n / \ ♦ 0 - a I 48" �> vi iji = o I P I, MAX 36" 6 0 0 X o -t . _ - c1 �- CC o m _ -�° o , <wi> 2CD .<0 < W1 6 do- o c� x I¢ N w = _ o c� = ¢ o o 4 —'4' _ ° PROVIDE INSULATION AT x¢ HOT WATER UNE g =o 0 o d- o (�� O w w ih _ ►� c� = ILTO �` _ ° I. � W1� 9" < W1 > . T� _ N ♦ � x ¢ _ _ ° ¢— w Z _ CD = N ♦ �,,- I I © = °' H ° = ^ -` ;,� o " I z Cn ih ►� Z V 3 \ �_ J �y) ��--�- AND DRAIN LINES; M 110 . .. 11 if I 3-5/8"x20 16" O.C.TO STRUCTURE, N .- N = Q, p = o N = 4A MIN 18" 28" � MIN J o ♦ ♦ 18 /:I Io / � MOP SINK G TOP OF f © ♦ © KICKPLATE. REFER TO DOOR Q HARDWARE SCHEDULE / / 48 MIN CLR - i`' MIN � ,� CLR ♦ 8 ACCESS PANEL POWDER ELEVATION ELEVATION ELEVATION ELEVATION %/11 A �� / / / / / / / / / / //� .! 32" O.C. 2' -0" 1/2" MIN. D O B A #1663 OR SECTION AT MOP SINK ' "_' - °" RESTROOM INTERIOR ELEVATIONS ' /2 " =' -O TDZA7008 EXIST. CONCRETE DECK RECEIV CITY OF TUKWILA MAY 3 rF "t�.i . ^/ 2011 J �a '` PERMIT CENTER SHEET VINYL FINISH INSTALLED PER MANUF. SPECS G.C. SHALL BUSH HAMMER EXIST. SLAB AND GROUT SOUD TO PROVIDE REQUIRED SLOPE SLOPE SLAB AND VINYL 1/4" PER FOOT NEW FLOOR DRAIN a.—.tr.-uw- - r "-r" ® .. - -- ❑ ® m ... ❑ m -f- ........ ..'.,. - -.�.. ' s • . s> B.: —i • . • ..ce • f.. . •.b • O . .. i :. Q. • • 4 a a • 4 1 1' -6" 1 • i 1 1 5r 1 1 1 1 1' -s" � 3' -0" � SQUARE FLOOR DRAIN '- '/2 " =' - °" . TDZA7009 TD1102_A70 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. REGISTERED RCH ISSUED FOR: DATE PRE BID/ BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE REV 1 - BLDG. DEPT. RESUB. 05.18.11 A n A A n n n n n WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By NM A/E Job Number TD1102.00 Checked By JD File Name TD1102_A70 Project Mgr. NM Scale: AS NOTED Title: ENLARGED TOILET FLOOR PLAN, ELEVATIONS AND DETAILS Sheet No. A7.0 PLOT DATE 5.18.2011 TD1102 A71 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. �7b72 JAMES E. BREWS STATE OF WASHINGTON ISSUED FOR: DATE PRE BID /LDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By NM A/E Job Number TD1102.00 Checked By JD File Name TD1102_A71 Project Mgr. NM Scale: AS NOTED Title: ENLARGED A/V ROOM & FRAMING DETAILS Sheet No. A7.1 PLOT DATE 5.18.2011 NE INTERIOR PARTITION- 5" NEW INTERIOR PARTITION- SEE FLOOR BUILT UP POST DBL 4" STUDS 5' -2 1/2» 5-2 1/2" BUILT UP POST DBL 4" W/ 4" TRACKS (20 GA), CENTER OF POST /BEAM CENTER OF POST /BEAM STUDS W/ 4" TRACKS (20 GA) DISNEY STORE THEATRE PLAN FOR MORE INFROMATION STRUCTURE SHOWN FOR EE FLOOR PLAN FOR SEE MORE INFORMATION "X20 p PROVIDE REMOTE SENSOR FOR AV /ROOM T -STAT, MOUNT REFERENCE ONLY, SEE SHOP DRAWINGS -- -- - -__ -_ ----- __ '- - _ _ 3' -0» BUILD -OUT CHASE BY G.C. FOR DISNEY STORE THEATRE SERVICES » THERMOSTAT MOUNT AT " / 72 HEIGHT ABOVE THE 4 Y- . / - - - '� =- - I ' ` ' r - - - - - - - " SENSOR AT 48 AFF 4 GA CEILING JOISTS 0 12" O.C. (SHOWN AT ANGLE) - - z w N r - - -J �' � � NEW �ILPUP I ( BEAM P I 1 SHOWN D =F 3 4 F.T. PLYWOOD SHEATHING / 3/4» PLYWOOD CABINET $ / I\ I / 1 / r 1 24 "W X 19 "L CABINET w I m i ,� N, INTERIOR PARTITIONS, REFER TO PARTITION DETAILS ��\ �\ - �\ -`\ \ �\\ \`` - -; _; `-_ _ i-- � `�`. ____ - -� �_-- - --,,; ��' -- ______ s ���� _-- \- __----- ____ - - -�`• \ �\�\ CENTER OF BEAM UGHT COVE PER DETAIL 4/A6.0 W/ COVE LIGHTING » LED COVE LIGHT FIXTURE AND WALL TREATMENT I I VE HED FURNISHED BY OWNER '/ I I GC TO PROVIDE 3/4" ;r ; \! `�� Fy I ; ; 7i I PLYWOOD BLOCKING FOR ' �' o f • `,`� 1 r 11 \\ 1 CABINET , � I " !• r' ;'' \.�� , ____ �- __ - -__� 1 - TO EA. DEMISING STUD TRACK ATTACHED / () #10 <v o> b i - - I 1 �� _- _ _ __ - ' � i�r- J �'° °'� v o ° ° m� r °L o N r fT1 (/� = �' FIXTURE PANELS SHOWN , DASHED, REFER TO SHEET AZO FOR MORE DETAILS »X20 CONT. 4 UNPUNCHED - - I �, M �r -__ __ II II i ' -���� I _ - - ♦ O.0 c� z a _ = io "� -co o ° 1 L I J ti .' I I / I I TRACK METAL STUD BLOCKING TO ALIGN z J Q 3 ■ `� ° \ rr) o i i, ° ° ° - ' u _ - -- - W/ DETAIL 4/A6.0 z cn co o -: Z w v 0 m _ -' -__, 11 II 1 r ` II II I ``� Ii 'r I- � o �. °- ° N ao W l cD o I I r� ` \�?:,ryi ''. ICI i I I ■ cn N o \ 1 v ?� m �__�__ .'/ 4 GA METAL STUDS Y " a W/ UTRACOKS D (20 GA) TYP Ir OF BOTH SIDES ( ) a- COORDINATE CUT OUT FOR 4” CONT. CURVE[ w TRACK W/ MAS4IITE k z ¢ BUILT UP BEAM 1 ' I 1 4 4 % GA TOP ACK PROVIDE VINYL BASE & FLOOR FINISH PER FINISH SCHEDULE is ¢ m ^ a i� ° m o a; 0 DEMISING STUD W/ (2) #10 S.M.S. i ^ 3THICK WALL ANEL „ STEM (2 AT PPOSITE SIDE) 4 "x20 GA METAL STUDS HEADER FOR DOOR w OPENING = cn °oo a. 0 ,_ + + ,� » - CL. • g • AR \\* I I I i n / % / \\ 1 / \ \\ \\ BUILT UP POST DBL 6 STUDS W/ 4" TRACKS (20 GA) TYP OF BOTH SIDES ® • ` • 111,/, ° F > / cil ■ VIDEO KNEEWALL CONSTRUCTED OF 2 -1/2 "x20 GA METAL STUDS ® 16" » O.C. W/ CURVED 2 -1 2 TOP AND / / BOTTOM TRACKS o DBL 10" STUDS 91// N ; , 1 i i i / HORIZONTAL AND co i c=i FLOOR MOUNTED SUBWOOFER ° SUBWOOFER SHEET ' SPECA4.0 FOR w 4 TRACKS TOP �§t 1/11c W BOTTOM 1 i v z \RTICAL WOOD STRIPS, REF R TO DETAIL 9/- FOR / \\ /\\ ADDITIONAL INFORMATION / / / / / / / / / / //Z /- \\ / \\ F- o / cWa w r o F ,;� oo a % �\ ` DISNEY STORE THEATRE STRUCTURE, FURNISHED BY MILLWORK VENDOR AND INSTALLED BY FIXTURE INSTALLER. NOTE: AV ROOM INTERIOR WALLS AND CEILING TO BE PAINTED FLAT BLACK, SEE FINISH SCHEDULE v Milk. BUILT -UP POST W PROJECTION AREA W VIDEO WALL AND 11 m SHROUD SURROUND ix BY OWNER'S VEI�I�O Ill J III C") i i a 11 T 0 .. _ . 0 14" HIGH KNEEWq BY GENERAL W CONTRACTOR We -�-1r MASONITE _ r� - -� i II 11 - rr�� u i u 11 111 , _ ' % / i �/ / a r / i o i d- / I !r" W NQ 1 _ o \ H`' 11 ii 111 i� 2 11 11 1II % r� ,T I I 1 I u _/ / I / i \ \ J ` -- Aft r \ t NW lr A/V ROOM SECTION ' 8 A/V ROOM SECTION 3/4 " -' -0 A/V ROOM FRAMING PLAN '/2 » -' -0 TDZA7105 :;: "x14» >_ _ '� NEW INTERIOR PARTITION -SEE PLAN FOR MORE » PLYWOOD SHEATHING UGHT COVE PER DETAIL 4" UNPUNCHED TRACK ATTACHED TO DEMISING STUD W/ (2) #10 S.M.S. 4" DIA. HOLE O BUILT UP POST DBL 4" STUDS W/ 4" TRACKS EQ.EQ. NW r BUILT UP BEAM, DBL 10" STUDS W/ 4" TRACKS 1 NEW 6 "x14" TRANSFER AIR GRILLE WITH FILTER ON FLOOR INFORMATION • 1• I A/V ROOM CEILING, REFER TO DETAIL 9/A7.1 6 TRANSFER GRILLE " DISNEY STORE THEATRE STRUCTURE SHOWN FOR REFERENCE ONLY, SEE SHOP DRAWINGS `\'_�` __ `_ , ^� `�� 1 : �' ' �- �' - - _� i 00 0 ] a� 1 _" . .• - • '41 3/4" PLYWOOD SHEATHING CONT. 4" UNPUNCHED TRACK 3/4 Ji i- ._ ,n .._ - - - - - O • - -71- _ _ TYPE. 12" ATTACHED TO W/ (2) #10 16 O.C. EA. DEMISING S.M.S. 12" O.C. STUD TYPE. 12" , Aollia 1 • �AIL / 131 I ICI Alh. " (2) 4" DIAMETER HOLES CONT. 4/A6.0 ICI.' CUT INTO THE CEILING loll lob 111 �� ' FOR PROJECTOR EXHAUST I SYTEM BY G.C. •,:��� �� >v- �� c_ �,,�' ?> _-�N-�� -___ _ — -> CONT. EA. ❑ ° ° SPACING SPACING -, - » GC TO PROVIDE 2 THROUGH SLEEVE 1' ��``` EQUIPMENT `�`,� I � �' I - - - - - © - - - - � I I � , iV'"� NV ;,_ " wi,-J ,� w m l: o! ° 0 N o 0 _, - ` _ I . I �' , �- o _ v) ° OD °o a_ o AND SUPPORT BRACKET, FAN 8 (IJI �D / I I . r J • 4 CONT. CURD TRACK W/ (3) LAYERS OF MASONITE - ">,� �, ``- -. n I 1 I ' I' I # CEILING JOIST " AT 12" O.C. TER 10" S-IJDS )P &BOTTOM 2 to ° a i J r` c' o 0° �' 4 CEILING JOIST AT 12" OCX11 " SHALL BE LOCATED ON SAME ` SIDE OF DOOR - = �— __ - ''— - - -- - - -- - - --__ -- - » - - Ih J 1 i 1 I I " �:_- f ' - _=_ �� - _ 4 CONT. UNPUNCHED TRACK I • ,� ABOVE METAL STUD WALL 20 I 4 i li � 1 I , I , I I i i I , i i i I I I I ' I I I 11 1 1 ' 1 I 4" CEILING JOIST AT 12 O.C. ` <.- c, -11:1- o �° � / GA) BEAM ANDRPOSTTSEE POST, DETAIL 4/- FOR MORE INFO ' - `� Ak STEEL PLATES, DETA UP " 4 TRACKS 0, i `D R L 4 _ / BEAM DBL T w = m a_ i� = 1- m m ; ., . ; ; ; :....`,. , ._ , •o .� rn i `° ' r` o z -' w ° ° m co 1 t° W 00 a_ ° R m VENT COVER BUILT UP BEAM , ` V » » 2 4 X 3 O /4 HORIZONTAL PLYWOOD STRIPS BY G.C. LOWER » STRIP AT 18 AFF, UPPER STRIP TIGHT TO BUILT UP BEAMS (1) 8" X 3/4" VERTICAL STRIP IMMEDIATELY BELOW CONDUIT PENETRATION FROM SALES AREA CABLE TRAY USUALLY OCCURS IN CENTER OF A/V ROOM TO BUILT W/ » 4 CONT. UNPUNCHED TRACK ABOVE METAL STUD WALL (20 GA) Q 6 �� 110V/15AMP SURFACE MOUNTED QUAD OUTLET BOX ABOVE Y PLATFORM FOR STATION L / SHROUDS ON THEATRE POSTS, HORIZONTAL WOOD STRIPS, DBL 10" STUDS W/ " 4 TRACKS TOP & BOTTOM VENTILATION FAN -.' -- - - , :- ; = - ' , . - `.`` -:.�f - -_ _ .;; = BUILT UP BEAM, DBL 10" » STUDS W/ 4 TRACKS TOP & BOTTOM, IN FOREGROUND Oa a°. o r ° i ) A7.1 a �'' 2coi ° REFER TO ELECTRICAL DWGS FOR MORE DETAILS :UILT -UP POST BELOW AND SUPPORT BRACKET BUILT UP BEAM 4" CONT. CURVED TRACK o E " REFER TO DETAIL 9/- FOR ADDITIONAL INFORMATION » DBL 10" STUDS W/ 4" TRACKS TOP & BOTTOM BUILT UP POST z v GC TO PROVIDE 2 PENETRATIONS WITH SLEEVES -.�._ �` J :''''''.----'7.--'''.......--.-.''-j.-1114,511.1.,.... ��°$ r`"� F , . � ''.c:.1,, BUILT UP POST DBL 6" STUDS W/ 4" TRACKS, SHOWN AT AN ANGLE i 1 1 i 1 1 , -_ BEYOND VIDEO SCREEN SHOWN DASHED 1 �j 1- --� L � i- -. `. '. 1 - -1-L4 _ -�I,- I i I i I II I BUILT UP POST DBL 4" STUDS / 4 TRACK W » S' SHOWN AT AN ANGLE PROVIDE VINYL BASE - 3" THICK WALL PANEL SYSTEM (2" AT OPPOSITE g" ■ ; II 1 - � r 1 PER FINISH SCHEDULE ( SIDE) iaY _ f ( " - ©lalk © �J ,. i m 0 zi BUILT -UP BEAM BUILT -UP POST BELOW ®® A/V ROOM SECTION 3/4 " -'-°» 9 NV ROOM SECTION 3/4 " -11- 0" 6 A/V ROOM CEILING FRAMING PLAN 1/2 " -1'- 0" TDZA7109 TDZA7106 SCENIC FLATS PROVIDED I BY FIXTURE VENDOR M M DOUBLE MEMBER BEAM (SEE PLAN "X4 "X0' 16 GA. DOUBLE MEMBER POST DISNEY STORE THEATRE STRUCTURE SHOWN DASHED FOR SIZES) TRACK TOP AND BOTTOM (TYP.) 16 GA. PL EA. SIDE W /SCREWS GC TO PROVIDE (2) LAYERS OF MASONITE --- AND PROVIDE CLEAR DIMENSIONS FOR �' - - SCREEN, SEE DETAIL 11/- �..� �`N�� - - __ --- __ ---,_ -___ `\\�` 1/4" THICK SCREEN AND 1/8" THICK SCREEN PROTECTION BY OWNER'S VENDOR, 80 "Hx132 "W " 4 -3 5/8" LONG X16 GA. ANGLE WITH 4- #10 S.M.S. TO POST 16 - #10 S.M.S. AT POINT ti TO EA. BEAM. REFER TO PLAN /� �� �II ° ° it ° /.� W/ DBL TRACK-SEE PLAN FOR SIZES - (TYP.) 8 - S.M.S. AT 12 0.C. __,_ -» \�` N\ -I ,VARIES !, -_ ` - ` CONT. CURVED MASONITE TR K, ATTACH r EA, JOIST TO FLANGE W/ #10 1 S.M.S. DOUBLE MEMBER BEAM (SEE PLAN FOR SIZES) TRACK TOP OF LOADS) OR REACTION(S), TYPICAL AT BUILT -UP POST (8 SCREWS ON THE TWO OPP. FACES NOT SHOWN) 16 GA. PL EA. SIDE W/ SCREWS 1/8 x2 ALUMINUM TO HOLD SCREEN PLACE BY OWNER'S VENDOR STRIPS IN I GC TO PROVIDE (1) LAYER OF 1/4 MASONITE FASTENED TO KNEEWALL AND HEADER ABOVE. CURVED 2 -1/2 "x20 GA TOP & BOTTOM TRACK, ATTACH EA. STUD . ° ° .� ' ° \ 64. 16 - #10 S.M.S. AT POINT OF LOAD(S) OR REACTION(S), TYPICAL ON THE TWO OPPST (8 FACES NOT SHOWN ) "X4 "XO' '- _ \ -- III il I I II r 1 #10 TYPICAL AT BUILT -UP POST (4 SCREWS ON THE TWO OPP. FACES NOT SHOWN) _ J_�� SHEATHNG:::: D Pfr° _,� h " AND BOTTOM (TYP.) \ N 1 -' ° L 1 ' FLANGE TO TRACK W/ #8 S.M.S. » ° ' ��I ,-: -'; ° ° ° ° ' `� % I ° ° TO POST &BEAM. REFER TO FRAMING PLAN, TYP OF BOTH SIDES 8 - #10 S.M.S. AT 12 O.C. ,111 4x20 GA O.C. 1 I I I I III 1 11 I1 iT_11 3 4" STOP TRACKS OF BUILT -UP POST SHORT OF BOTTOM TRACK ..*9-/ ° °, �y�,o, 4111/1b... 16- 10 S.M.S. AT POINT # OF LOAD,TYPICAL AT BUILT -UP POST (8 SCREWS ON THE TWO OPP. FACES NOT SHOWN) �� 'I= ,;;s% ,�. _ '�- "- ' _ I / j: �' 4 -3 5 8" LONG X16 GA. / ANGLE WITH 4 - #12 S.M.S. TO EACH LEG, TYP OF BOTH SIDES 1. ___ __ PROVIDE CONT. CURVED 6 HIGH X 16 GA SHEET METAL BACKING AT EA. SIDE OF KNEEWAL, ATTACHED TO TRACK W/ (2) #10 AT EACH STUD r (2) LAYERS OF 1/4 MASONITE BY G.C., 0 T.O. PLYWOOD SHEATHING 0 T -L �� -- '- .� - . -���� �? °_ ° ° / TYPICAL AT BUILT -UP POST (4 SCREWS ON THE TWO OPP. FACES NOT SHOWN) " " " 4X4 XO -3 LONG X16 GA. $ � B.O. CLG JOISTS l - - �..�'� ' / 8 - #10 S.M.S. AT 12 O.C. . TYPICAL AT BUILT -UP POST (4 SCREWS ON THE TWO OPP. FACES NOT SHOWN) 16 GA. PLATE WITH 4- GC TO PROVIDE 80 -1/4 Hx128 W CUR DIMENSIONS FOR SCREEN "x20 2 - #10 SCREWS 0 EA. STUD ANGLE WITH 4- #12 S.M.S. TO BM. AND 4 - #10 S,M,S, TO POST 1/2" MAXIMUM 4450., �� 2 S.M.S. EACH SIDE BUILT UP BOX BEAM PER PLAN 6'-9. 2 -1/2 GA METAL STUDS 0 16" O.C. #10 (OPP. SIDE NOT SHOWN) 16 GAGE TRACK #10 S.M.S. TO BM. AND 4 - #10 S,M,S, TO POST "0.C. " DOUBLE MEMBER POST W /DBL TRACK -SEE PLAN B.O. BOXED BEAM POWDER DRIVEN FASTENERS ® 12" 0.C. .145 DIA W/ 1 -1/2" MIN. EMBED, HILTI ICC ESR #1663 OR APPROVED EQUAL 8 - #10 S.M.S. AT 12"0.C. TYP. AT BUILT -UP BEAM FOR SIZES - (TYP.) (4 SCREWS ON THE TWO OPP. FACES NOT SHOWN) 3 -HILTI 0.145" DIA. X -DNI FASTENERS TO CONC. RECEIVP (1Y EMBED) COPE FLANGES CITY OFTU LA EA. END. WEB PROTRUDES 3 EA. END (LA. RR2582) » v MAY 2 3 2011 PERMIT CENTER . 5/8" GYP BD. FINISH W/ FINISHED CORNER BEAD AT EDGE VIDEO SCREEN & WOOD SHROUD 8 - #10 S.M.S. AT 12 TYP. AT BUILT -UP BEAM 4 SCREWS (4 ON THE TWO OPP. FACES NOT SHOWN) SHOWN DASHED BY OWNER'S VENDOR, REFER TO DETAIL 11/- FOR ADDITIONAL INFORMATION " 3 /4II PONY WALL DETAIL '— '/2 » —' — °" 11 SOFFIT DETAIL '— '/2 " —' — °» 10 BEAM TO BEAM CONNECTION '— '/2 " —' — °" POST TO BEAM CONNECTION '— '/2 " —' —� " 4 BASE CONNECTION DETAIL '— '/2 " — °» —' TDZA7111 TDZA7110 7 TDZA7107 TDZA7104 3 TDZA7103 TD1102 A71 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. �7b72 JAMES E. BREWS STATE OF WASHINGTON ISSUED FOR: DATE PRE BID /LDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By NM A/E Job Number TD1102.00 Checked By JD File Name TD1102_A71 Project Mgr. NM Scale: AS NOTED Title: ENLARGED A/V ROOM & FRAMING DETAILS Sheet No. A7.1 PLOT DATE 5.18.2011 THIS JOIST IS ANALYZED AS A SIMPLE SPAN MEMBER WITH A CROSS SEC11ON RESEMBLING A WOOD I- JOIST. A 1 1/2° WIDE X 1 5/8• DEEP CHORD IS PRESENT AT BOTH TOP AND BOTTOM WITH THE CURVED MEMBERS BETWEEN CHORDS ACTING AS WEBS (TRANSFERRING SHEAR FORCES BETWEEN THE CHORDS). THE ACTUAL CHORDS ARE NOT PARALLEL HOWEVER THIS ANALYSIS ASSUMES THAT THEY ARE AND THE DISTANCE BETWEEN CHORDS IS FIGURED AT 11 1/4" (SMALLEST DISTANCE BETWEEN CHORDS NEAR THE LOW BEARING POINT). ACTUAL PERFORMANCE OF THE JOIST WILL BE BETTER THAN THIS ASSUMED ANALYTICAL MODEL. SPECIFIC GRAVITY OF WHITE ASH = 0.64 1/4' ACRYLIC PLEXIGLASS WEIGHT IS 1.48 PSF (POUNDS PER SQUARE FOOT) CALCULATED WEIGHT OF PLEXIGLASS PANEL AS DETAILED = 55 LBS CALCULATED WEIGHT OF JOIST AS DETAILED = 28 LBS JOIST IS ANALYZED AS SIMPLE SPAN MEMBER WITH THE FOLLOWING DEAD LOADS (NO LIVE LOADS): UNIFORM LOAD OF 3 PSF OVER THE ENTIRE LENGTH (WEIGHT OF JOIST OVER 9.1875 FT) TRIANGULATED LOAD DUE TO PLEXIGLASS PANEL: 0 PLF AT 0 FT TO 13.53 PLF AT 8.13 FT TRANSFERRED LOAD AT HIGH END OF JOIST = 37 LBS TRANSFERRED LOAD AT LOW END OF JOIST = 47 LBS MAXIMUM BENDING MOMENT = 112 FT -LBS MAXIMUM VERTICAL SHEAR = 47 LBS THE CURVED 'WEBS' CAN SAFELY TRANSMIT 47 LBS OF SHEAR THROUGH THE 1 1/2' X 1 5/8' CROSS SEC11ON OF THE WEBS. MOMENT OF INERTIA OF 11 1/4" DEEP I -JOIST WITH 1 1/2" WIDE X 1 5/8' DEEP CHORDS = 114 INA4 MAXIMUM BENDING STRESS OF THIS SEC11ON AT MAXIMUM BENDING MOMENT = 112 x 0.5 x 11.25 / 114 / 12 = LESS THAN PSI (POUNDS PER SQUARE INCH) THIS IS COMPARED TO THE MODULUS OF RUPTURE FOR WHITE ASH OF 15000 PSI. FOR COMPARISON, A Na 2 GRADE OF SPRUCE - PINE -FIR (N) 2x4 JOIST WITH THE SAME LOADS AND SPAN WOULD WORK AT 0.222" DEFLECTION. O TO CONCLUDE, THE JOIST AS DETAILED IS MORE THAN ADEQUATE TO SAFELY SUPPORT THE DEAD LOADS AS DETAILED. OF STRUCTURE 6 BUILT -UP POST BY GENERAL NEW INTERIOR PARTITION CONTRACTOR, REFER TO A7.2 SHEET A7.2 BRANCH PIPING LINE HOLD TIGHT TO ABOVE \ STRUCTURE ABOVE \ �- --.. • 5/8" CYP OVER STUDS BD FINISH 3 -5/8" METAL PLAN DIM. 1 ENTER UNE OF ' THREADED ROD AND SUSPENDED UNISTRUT ROUTE GRID - FERFER TO SHEET A5.1 DOWN ROOM / v�� :EATRE ' - �� \ \ \ \ TO \ '.EE`A2.0 \ \ / SPRINKLER PIPE CHASE FOR A/V SPRINKLER HEAD \ :I v.. v \ � / ; / % - - -- ___ _ �,` °v) ' A7.1 o z J "' ct o 0 o w z ce a `` o z= v) N 7_ VIDEO SCREEN BY / OWNER'S VENDOR `��� / ,�.� \:`� .f� A � 3 MODEEZ CLIPS MOUNTED TO WALL PANEL BY / CENTER POST TO ACCEPT JOISTS 1 BY OWNERS VENDOR FIXTURE VENDOR, SHOWN DASHED -.. , `44$ - / �� / \ \ \ \ 7' -0" TYPICAL _� 1, ��.✓ 1 > ) 60• �'.,� i/ i / v ' / / / i / i / rr o v) W o W o o o `- 20 o I I 74- STEEL PLATE W/ STEEL TUBE FIXTURE VENDOR. FIXTURE INSTALLER SHALL ANCHOR STEEL PLATE TO EXISTING CONCRETE :LI AB, TYP. OF (5) REFER TO CALCULATIONS ON DETAIL 10% FOR JOIST ANALYSIS THEATRE STRUCTURE BY _ ��- ,, �� Ib c - OWNERS VENDOR SHOWN -�� DASHED 1 7�- ` �o� ,....v 7 _ - - 7/ ��� - ® ! -_ ''�- . SN EY STORE THEATRE FIXTURE STRUCTURE BY CENTER UNE OF POST OWNER'S VENDOR SHOWN / i/ \ \ N 1 �\ - C �� \� - - - -- i - - �, , _. �L/_ ` G =„ -- = _ -_, ° 1 1 DASHED �� .' / / / I / / / / 1 T ' _ - ` - - nj� _ 1��1�1. ' is Y U a . Li- o \ ( \ \ \ 6 \ \� i?? r MINN* a l . SPRINKLER CONTRACTOR TO PROVIDE (2) SPRINK ' . HEADS, FACTORY PAINT TO • I MATCH THEATRE - G.C. f - -1I_ I I 4,.. , I j! it P I1 /. i .� I I �;,c1. �� NV I ° ♦ ♦♦ �.. \ "-- ♦ ♦ �\/ ♦ ., CALCULATIONS FOR JOIST 1 O 5 ,- TO COORDINATE BY AND �- ■ �, _ r ♦ ` .` "` `.>.i • , . ; ` -' \\ TI \ \,i ,r A7.2 •F J _ ; ` \\ �'' ►�;'0 ✓ ! /mod \\/ cj J• \ // 6' \ - __ _� H I . ,e.---' COD: i / D '1�� ; 1P�='• l CHECK ANCHORAGE CK STABILITY FOR INTERIOR PARTITION '. BUILT-UP BEAM A/V ROOM CEILING I LIGHT TRACK TO BE RECESSED IN THEATRE TRUSSES € ., STRUCTURE o FRAMING BY GENERAL CONTRACTOR p ? I I o I HALF WALL MOUNTING PLATE BY FIXTURE VENDOR AND �'�. / INSTALLED BY FIXTURE INSTALLER 6' s' '`� LOAD 5 # /FT TRANSV DECORATIVE TREE TO TREE: W TREE = 165# THEATRE BY OWNER'S VENDOR SPRINKLER HEAD ROUTE PIPING DOWN CHASE WALL - G.C. TO COORDINATE _! ? -01- W TREE A W CABINET = 256# P1 P1 = (13 -8.67) (10') (5 # /SF) (.8) = 173.3# FIXTURE INSTALLER TO INSTALL STEEL PLATE W/ `= ; STEEL PIPE AT ALL POST VIDEO SCREEN & PARTIAL HEIGHT WALL PANEL BY OWNER'S VENDOR, DISNEY STORE THEATRE, 4 ;eve PARTIAL HEIGHT WALL PANEL, SHELVES, ROOF STRUCTURE BY OWNER'S VENDOR tr/jY ® r �1877 k�l• BU`® ra DIVISION _ 4.33 FOR TREE VOIDS P2 = (8.67) (1) (5 # /SF) = 43.4# 4.3 8.67 MOT = (P1) (8.67 + ) + (P2) (,-) DECORATIVE SHROUD BY 1 I REFER TO FLOOR PLAN FOR LOCATION _ LOCATIONS `I OWNER'S VENDOR • • , °� L I . , t0 ad W1REE = + = # 0 RM = 4-) (256) + (4) (165) 0 = 512 +660 =1172 FT# • :. MOT - RM- 893 223/2 112 J L J - = # /BOLT 0 P2 4 4 0 ## CK SEISMIC STABILITY 1_ = 1 1 II j n I IF I ;L 'r� DISNEY STORE THEATRE FIXTURE - SECTION 1/2"=1' _ ° 6 DISNEY STORE THEATRE FIXTURE - ANCHORING PLAN "- '_ " 3 ° 1 $ Fp _ (.4) (ap) (Sps) (WPk1 + 2z) • • h 0 I 0 - ap =1.0; Rp =2.5I =1.0; Z =0 4 .'A' �� '' ��;\�\ l,_ `- , -,,,'��` �: -'�`. `:� r ������` `. �i ?��•�, .���� .'.- \��``. ���* -'. ,. �` . .��' • `�� ••�� .�`.� `. `.��. • .• �`:��. --�'� . � � .•�, `��`. -�` .`,,� .. �•� .��� ..� 1 . �, �� ; ,��; e, • / �`'' \\ \�, /1;A:12 , 1 1 5 UP TO ALL AND DATA ROUTE ) LOW DATA FOR 1 I �-' 4' t Sps = 1.47 (SEE NOTES) •• Fp = (.4) (1) (1.47) (Wp) (1 I-2 ) 2.5 = .235/1.4 = .168 Wp Fp = (MIN) = .3 Spat WP = .3 (1.47) (1) (WP) = .44/1.4 = 315 Wp f- GOVERNMENT Fp (TREE) _ .315 (165) = 52# Fp (CABINET) _ .315 (256) = 81# _6 " f• A2.1 H I I CHASE ABOVE A/V ROOM FRAMING 1' -0" SHELVES & FINISHED PANELS PROVIDED BY MILLWORK VENDOR I I 1 I �■� / / \ E� VERIFY W/ VENDOR • 10" Q \ \ N. \ BOTTOM OF DECK, GC TO ROUTE REQUIRED POWER, SPRINKLER OWNER'S VENDOR TO ROU LOW VOLTAGE WRING/ ` POWER & DATA VIA POST ��`. I - - - / �� ►►��jj ��l�,I /i - - - ,�- - - - - -i \ \ I ( > �- \` I ' . :, I ` ' / i' x: MOT = (2) (9) (52) + (2) (81) NOTES 9.36 162 1098 FT SPRINKLER CONTRACTOR TO ' ACRYLIC TREE SUPPLIED BY OWNER'S VENDOR, FIXTURE = + = # CONTERMINOUS 48 STATES 2006 INTERNATIONAL BUILDING CODE LATITUDE = 34.055 = 253 FT# LONGITUDE _ - 118.25 :. MOT - RM_ 1026 BOLTS 256 i M ,� c� ''' �, -I o -�-I _ `i >- N - 1 c�-,T W\ �u O O c / l\ \ • �;:>' \ `� .' i� FROSTED SIDE OUT „ „ '�"Y �' N n n . �� i `� n �.' `•�`•� `i11 I ` `:\�`\ i i i l � ` I `��` 111 .I ..'' ' ` ` / /``' I / / ,•- ` ` '/ / / / ` \ / �.x� F € I ')�'� .-' � %.. /� _ VICES G C TO THEATRE SERVICES . . COORDINATE SPRINKLER CONTRACTOR TO ROUTE SPRINKLER PIPE ALONG AND OVER WOOD TRIMS 0 ( ACRYLIC PANELS, TYP OF 2 SPRINKLER HEAD TO BE IN CENTER OF ACRYLIC PANEL OWNER'S VENDOR TO ROUTE VOLTAGE WIRING/ POWER & ABOVE THEATRE STRUCTURE SPEAKERS &LIGHT FIXTURES SPECTRAL RESPONSE ACCELERATIONS Ss AND Si 10 # /4 = # /BOLTS Ss AND 51 = MAPPED SPECTRAL ACCELERATION VALUES 12 GOVERNMENT SITE CLASS B - Fa = 1.0, Fv = 1.0 DATA ARE BASED ON A 0.01 DEG GRID SPACING LONg711DE 11GA STEEL FRAME PROVIDED BY OWNERS VENDOR, FIXTURE INSTALLER TO ANCHOR TO FLOOR 'll III 111 111 ``�`, • I `� . I � -. • �. �`. �,, �' , . '� DISNEY STORE �V 1 -1/2 x1 x11 GA STEEL FRAME BY OWNERS VENDOR • i i 1j1 1 I i1, i iii , n fl j1 I I I • lit 111 u1 i ill 1 • I � 'iii I 1 1•r" �' ,�' L,� . - �' • \ • • • THEATRE STRUCTURE BY OWNERS VENDOR SHOWN DASHED I I , I 4 I I I 1 i J / MOT = 4 52 - 2 81 PERIOD Sa O ( ) _ O ( ) = 208 + 162 = 370 FT# (SEC) (g) RM = 2 256 + 4 165 0.2 2.201 Ss, SITE CLASS B ( ) ( ) ( ) ( ) _ 1.0 0.740 �S1 SITE CLASS B3 = 512 + 660 - 1172 FT# > MOT CONTERMINOUS 48 STATES BOLT CABINETS TO SLAB » W/ 3/8 0 SIMPSON THEN HD 2006 INTERNATIONAL BUILDING CODE ANCHORS (TOT -8) EMBED 21/2" LATITUDE = 34.055 LONGITUDE _ - 118.25 PER LARK 25741 OR ESR - 2713 ALLOW TEN = (65) (1235) = 803 # > 256# SPECTRAL RESPONSE ACCELERATIONS SMs AND SM1 SMs = Fa x Ss AND SM1 = Fv x Si SITE CLASS d - Fa = 1.0, Fv = 1.5 PERIOD Sa (SEC) (g) 0.2 2.201 (SMs, SITE CLASS D) 1.0 1.110 (SM1, SITE CLASS D) 2006 NTERNAl10NALTBUILDING CODE LATITUDE = 34.055 LONGITUDE = - 118.25 DESIGN SPECTRAL RESPONSE ACCELERATIONS SDs AND SD1 SDs = 2/3 x SMs AND SD1 = 2/3 x SM1 SITE CLASS D - Fa = 1.0, Fv = 1.5 PERIOD Sa (SEC) (g) 0.2 1.467 (SDs, SITE CLASS D) 1.0 0.740 (SD1, SITE CLASS ) -r �1 . o o O O o o Z _T_ _ _ 1 L I E. r • • : ° �� r-= = z_ z = .� • : : (8) 3/8 EPDXY ANCHORS W 2 -1 4• - / / BY G.C. MIN. • , : • _ -_.A I - SPRINKLER CONTRACTOR TO ROUTE SPRINKLER PIPE ALONG AND OVER WOOD TRIMS OF ACRYLIC PANELS, TYP OF (2) LIGHTS I I \ 4 u 4 T:< p . • e II • 1, •. e. e e• � , •, s) 1 b'� . ,� %' Y ,��� L - I ( 1 i _ I I .. ... �- I 1 : i `- �� \ �\ `. �\ 1 t! ! II III : , 1 \� • �- Q e _ �_ I �\ � ,? I / / > / i ,.�::....;:; • /i / / / , / /'' / / / '� // / / / / / / / . / - 1 \ 1, it 1 .'� NEW RECESSED TRACK, RECESSED ON TREWS JOISTS BY G.C. `/ 11GA STEEL FRAME PROVIDED BY OWNER'S VENDOR & ANCHORED TO FLOOR BY FIXTURE INSTALLER 8 3 8" SIMPSON (8) 3/8" 11TEN HD SCREW ANCHOR, EMBED 2 " PER LA -RR 25741 OR ICC -ESR 2813 - ;i �' :� �� j/ / - ' ` \ ' �... 5 • • I ; I _ . Z - - -r r- - �i 1 'I • a -' NEW SPEAKERS \ MOUNTED ON THEATRE - \ POSTS, TYP OF (4), .. ROUTE WIRING INSIDE \ \ OWNER'S INSI POSTS WIRING VENDOR \ `, N. \ \ N. \i 6 its u » I_ 10 j u A7.2'.; �f TREE FIXTURE CALCULATIONS N.T.S. 11 TREE FIXTURE ANCHORING DETAIL 1 " =1' -0" DISNEY STORE THEATRE FIXTURE - RCP 3/8 " =1' -0" TDZA7207 TUZA7211 9'-'1" 5' -8" N.T.S. 7 1/4" FIXTURE MANUFACTURER TO PROVIDE 10 GA TRANSVERSE WIRE AT LOCATION NOTED ON DIAGRAM. REFER TO DETAIL 3/A2.1 FOR STRUCTURE CONNECTION DETAIL ; 1 6" EQ 1' -2 5/8" EQ • • • • p I I 11 o 0 L - 0 0 STEEL HALFWALL MOUNTING PLATE W/ STEEL POST BY • 1 b Y?:: `' co at -c, OWNER'S VENDOR 1. r� 1 1 1 1 1-- -� DISNEY STORE THEATRE 3 C� ° iv i i ! � i i i i i i j I:I : .:f ER 1 1 1 VENDOR 1 2" " OWNER FURNISHED 2 i . --- � p � � , = . �"- ' / o ° - �' ' r,5 C ,►, I 1 1/2 X 1 1/2 POST WITH I STEEL PLATE TO BE INSTALLED BY FIXTURE INSTALLER ! FIXTURE CONTRACTOR TO INSTALL U r11i - -' 11 Ili x2 POST WITH STEEL PLATE TO to r to ra 1 I L__ _ s i I I I I I ! i i I _ _ ! I � -I I ' 1 i BE INSTALLED BY FIXTURE INSTALLER FIXTURE CONTRACTOR TO DECORATIVE TREE BY DISNEY VENDOR TO BE INSTALLED WITH FROSTED SIDE OUT i•i`'�'' 11 `I, !' • HALFWALL MOUNTING PLATE W/ (14) I „ „ / ( ) I 1/4" DIAMETER 2 LONG TAP -CON ! SCREW I ! 1 - INSTALL 7 1/4"x7 1/4"x3/8" STEEL PLATE W/ (4) 1/4" DIAMETER 2" LONG TAP -CON SCREW � " FIXTURE CONTRACTOR SHALL LEAVE 3 8 GAP II IE L1. MERCHANDISE FIXTURE, SEE DETAIL 7/- - � FIXTURE CONTRACTOR SHALL LEAVE 3/8" GAP I I-I BETWEEN FIXTURE BASE & CONCRETE SLAB FOR ' FLOOR FINISH TO RUN UNDER 1 141 1 1 _ _ _ r 1 BETWEEN FIXTURE BASE & CONCRE 1 1 1 FLOOR FINISH TO RUN UNDER TUVRVIIA �- u 11 EXISTING CONCRETE SLAB II II MAI.2 3 2011 EXISTING CONCRETE SLAB PERMIT CENTER NOT USED 9 DECORATIVE TREE ELEVATION 3/8 ° =,' -0" ANCHORING DETAIL ,- ,/2 » =,' -0• 5 A N C O G DETAIL ANCHORING I N ,- ,/2 » =,' -0• TDZA7204 4 TDZA7205 TDZA7208SMALL $ T01102 .A72 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 BID/ L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By JCV A/E Job Number TD1102.00 Checked By JD File Name TD1102_472 Project Mgr. NM Scale: AS NOTED Title: FIXTURE AND THEATER ANCHORING DETAILS (HEXAGON DST) Sheet No. A7.2 PLOT DATE 5.18.2011 T D1102_A73 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects. Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. JAMES E. DREWS STATE OF WASHINGTON ISSUED FOR: DATE PRE BID/ BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE ' REV 1 - BLDG. DEPT. RESUB. 05.18.11 WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By NM A/E Job Number TD1102.00 Checked By JD File Name T D1102_A73 Project Mgr. NM Scale: AS NOTED Title: ENLARGED MANAGER OFFICE & CAST AREA PLAN, INTERIOR ELEVATIONS AND DETAILS Sheet No. A7.3 PLOT DATE 5.18.2011 1 BACK OF HOUSE ITEMS REFER TO BACK OF HOUSE 4 SCHEDULE FOR MORE INFORMATION SYM QUANT. EQUIP. NAME DESCRIPTION NOTES " 12 3 -0 " " INSTALLATION NOTES 2 -6 A MIN. 0 3 LOCKABLE CABINETS PROVIDED BY MILLWORK VENDOR, INSTALLED BY FIXTURE CONTRACTOR SEE SHEET A7.0 FOR RESTROOM CABINETS DESK ELECTRICAL NOTES: 1. GC TO PROVIDE ALL DATA AND TELEPHONE ROUGH -INS. DATA /TELEPHONE WIRING TO BE BY OWNER'S VENDOR. GC TO PROVIDE ALL CONDUITS ONLY WITH PULLSTRING AND ROUTE CONDUIT FROM PULLBOX TO OUTLET CONCEALED IN WALL 2. ALL RECEPTACLE AND DATA OUTSETS TO BE FLUSH MOUNTED IN WALL. SHELVES /STANDARDS /CLEATS NOTES: (D 1 TRAINING CARREL PROVIDED BY MILLWORK VENDOR, INSTALLED BY FIXTURE CONTRACTOR 0 — - {° .,____ ,-__ �__ = -= -___ STAGING AREA c J SHELVING W/ , HANGRODS, SEE F1.0 __ -_L� FIXTURE PLAN © 1 30 "x72" EMPLOYEE DESK W/ GROMMETS PROVIDED BY MILLWORK VENDOR, INSTALLED BY FIXTURE CONTRACTOR a w I o0 - - - - o °O in ao 1 I _ I _ J m ® 0 - --- co PER PLAN MANAGER OFFICE DESK & CABINETS PROVIDED BY MILLWORK VENDOR, INSTALLED BY FIXTURE CONTRACTOR REFER TO INSTALLATION NOTES ON DETAIL 4/- ill © PER PLAN SHELVES - CAST & MANAGER OFFICE PROVIDED BY DISNEY VENDOR AND INSTALLED BY FIXTURE CONTRACTOR - CD 1 w C° z In :• STANDARDS (3) EQUAL SPACES ��� 6 1 CABINET FOR STOREY BOOK PROVIDED BY MILLWORK VENDOR INSTALLED BY FIXTURE CONTRACTOR A C3� ��� - - 10 O 1 BACKSTAGE SAFE PROVIDED BY DISNEY VENDOR AND INSTALLED BY FIXTURE CONTRACTOR F.I. TO ANCHOR SAFE TO FLOOR SLAB 9 6 ©,: 1. OWNER'S VENDOR TO PROVIDE 1 X 4 HORIZONTAL WALL CLEATS TO BE INSTALLED OVER GYP. BD. TO FRAMING STUDS 2. GENERAL CONTRACTOR TO PAINT CLEATS TO MATCH ADJACENT 3. FIXTURE INSTALLER TO INSTALL (PER MFC SPECIFICATIONS) THE FOLLOWING VENDOR PROVIDED ITEMS: A. WALL CLEATS B. 4' -10" H SURFACE MOUNTED STANDARDS & FULL DEPTH SHELF BRACKETS. C.12 "Dx3 /4 "THICK WHITE MELAMINE SHELVES. 16 g 0 D B 15 A BELOW 0 8 1 PROCESSING COUNTER, 36"x721' yy/ GROMMETS PROVIDED BY MILLWORK VENDOR, INSTALLED BY FIXTURE CONTRACTOR :� 9 PER PLAN SHELVES ABOVE PROCESSING COUNTER PROVIDED BY DISNEY VENDOR AND INSTALLED BY FIXTURE CONTRACTOR REFER TO INSTALLATION NOTES ON DETAIL 6/- O ABOVE L � N � Y w ° r �I II Jj _ 10 2 WHITE BOARDS PROVIDED AND INSTALLED BY OWNER of 8 ( _ c N 1 II 11 1 � ®® .." ��. 4110 2 CORK BOARDS PROVIDED AND INSTALLED BY OWNER 11 II i 11 J II- - �� ® 1 MICROWAVE PROVIDED AND INSTALLED BY OWNER`: © =4- rn ‘ 13 1 REFRIGERATOR PROVIDED AND INSTALLED BY OWNER °" ' ' a 1 I o ".. I I I ' 10 ' 3'-O" 4 OFFICE CHAIRS PROVIDED AND INSTALLED BY OWNER f — �_ 8' -O" 2' -8 7/8" 15 2 FILE CABINETS PROVIDED AND INSTALLED BY OWNER / 4' -3" 16 1 20 UNIT LOCKERS W/ HANG PROVIDED AND INSTALLED BY OWNER 5 -2 1 8 / " PROCESSING AREA PLAN '/2 " -' - °° 5 -A ENLARGED MANAGER'S PLANS '/2 " ' -0" - 4 J ■INN■ •■•■ ■IIIII ENLARGED CAST AREA FLOOR PLAN °w - r TD1101 J1 TD1101 _F1 TD1101 _F1 • OWNER'S VENDOR TO PROVIDE 1 X 4 HORIZONTAL WALL CLEATS TO BE INSTALLED OVER GYP. BD. TO FRAMING STUDS 6' -0" • OWNER'S VENDOR TO PROVIDE 1 X 4 HORIZONTAL WALL CLEATS TO BE INSTALLED OVER GYP. BD. TO FRAMING STUDS �" 1' -10" V -10" 1' -10" EQ EQ EQ 4x8 VINYL FURNISHED CRUSH 26" MONITOR GC TO 16 "x24 "x3 BACKING MOUNT DATA OUTLET DUPLEX OWNER DESK W/ 2'- 6 "x6' QUAD POWER B.O. MURAL 4" VINYL • GC TO PAINT CLEATS < P5 • GC TO PAINT CLEATS < P2 > REVIEWED FOR CODE COMPLIANCE _ ��1§.° uI Oi ! l Wi�� BUILDING DIVI ION 3' -0" 3, -0" 2' -4" F.I. TO INSTALL (PER MFC H HEAVY DUTY STANDARDS 1 N 1 ;n F.I. TO INSTALL (PER MFC SPECIFICATIONS) VENDOR PROVIDED: • (4) 7' -0" H SURFACE MOUNTED STANDARDS STANDARDS • TOP POLES & BRACKETS CENTER OF MONITOR /MURAL r CENTER OF MONITOR /MURAL SPECIFICAl10NS VENDOR ) PROVIDED: • (2) 3' -0" H SURFACE MOUNTED STANDARDS •TOP POLES &BRACKETS MURAL TO BE AND INSTALLED BY CREATIVE 2' -0" P5 P5 P5 12" DEEP ADJUSTABLE BY DISNEY. PROVIDE / 4" PLYWOOD IN WALL FOR TV I I CABINET FOR I.P. SHELVES, TYP OF (2) 4 `� — (3) 12" DEEP x 6' -0° WIDE x 3/4° THICK MELAMINE SHELVES QUAD POWER FOR R.F. 30 "x40" BOARD 30 "x40" BOARD d- ''� STOREY BOOK "N - _I DUPLEX OUTLET FOR •- MICROWAVE 0 0 u u 0 N J w _ N G \ i / 0 0 0 0 _ _ _ ill (V I I SCANNER CHARGING POWER OUTLET I I in 1 /--LOCKERS W/ HANGBAR VENDOR PROVIDED BY OWNERS 0 p� R QUAD POWER I ® LL= _ _ 1 R 0 ® MICROWAVE DUPLEX OUTLET FOR REFRIGERATOR oo to TRAINING CARREL PROVIDED BY OWNER'S VENDOR PROVIDED GROMMETS -0° OUTLET p p� 0 o REFRIGERATOR ° 1 o I ro I t i /` 0 D °0 '�`' 2 co "� ' / \ cn io r SHALL BE ABOVE BASE U 0 OWNER PROVIDED DEDICATED GROUND TRAINING CARREL DESK W/ GROMMETS PROVIDED BY OWNER'S 2'- 6 "x6' -0" VENDOR ELEVATION NEW DEDICATED NEW DUPLEX DATA DUPLEX POWER FOR FOR TRAINING P.C. TRAINING P.C. ELEVATION ELEVATI ON QUAD OUTLET OUTLET DUPLEX DATA PHONE JACK 0 B A PROCESSING AREA ELEVATION 6 J CAST AREA INTERIOR ELEVATIONS TDZA8005 1' -3" 1' -11" 1' -11" 1' -11" SEE INSTALLATION NOTES ON MANAGER'S OFFICE FLOOR PLAN „ " 1 -11 " - " - 1 1" LOW VOLTAGE _ CONDUIT FOR / / DATA WRING 12" DEEP ADJUSTABLE SHELVES, TYP OF (3) �' — — TO AV RACK ('■.-- 12" DEEP ADJUSTABLE SHELVES, TYP OF (3) UNDERSHELF LIGHT 'r o N ° o zz N 0 z W U CABINET LOCKABLE UPPER � o � i 0 ca •- u_. = = cn --I � DEDICATED GROUND QUAD OUTLET \ \ FIXTURE, SEE RCP A 30 "x40" CORK BOARD 30 "x40" WHITE BOARD z .0 o ` ` \ co UNDERSHELF LIGHT FIXTURE, SEE RCP 1 THERMOSTATS, SEE SHEET M2.0 1 I co C I \ DEDICATED QUAD OUTLET o —I ° Co QUAD OUTLET oo 'in l Q L L J F.I. TO INSTALL 2 i" DIA. CORD HOLES WITH MATCHING ®1F �� �® I i z � 1 ' M r- DUPLEX POWER UNDER CABINET ,� o M ' / ` r GROMMETS VENDOR SUPPLIED & J o 7.1 " r7 i i :: OFFICE PRINTER ON COUNTER SAFE - PROVIDED BY OWNER AND INSTALLED AND ANCHORED TO FLOOR BY FIXTURE CONTRACTOR o / o N _ N 0 o Fl INSTALLED 30" D LAMINATED DESK TOP. ANCHOR DESK TOP TO WALL W/ o N ` - 1 / �� ,�_ ,�� ANGLE BRACKET DUPLEX POWER QUAD DATA PORT VENDOR SUPPLIED FILE UNDER CABINET VENDOR SUPPLIED FILE FROM BELOW, TYP. DEDICATED GROUND CABINET W/ 4" PENCIL CABINET W/ 4" PENCIL QUAD OUTLET DRAWER DRAWER 2 " DIA. CORD RECEIVE211 INSTALL (2) HOLES WITH MATCHING GROMMETS CITY OF'TUIKIA9 MAY -2 3 2011 ELEVATION ELEVATION ELEVATION �►:= ELEVATION PERMIT CENTER D Q B ........ rT} A MANAGER'S OFFICE INTERIOR ELEVATIONS 1 /2 ° =1' -0" T D1102_A73 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects. Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. JAMES E. DREWS STATE OF WASHINGTON ISSUED FOR: DATE PRE BID/ BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE ' REV 1 - BLDG. DEPT. RESUB. 05.18.11 WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By NM A/E Job Number TD1102.00 Checked By JD File Name T D1102_A73 Project Mgr. NM Scale: AS NOTED Title: ENLARGED MANAGER OFFICE & CAST AREA PLAN, INTERIOR ELEVATIONS AND DETAILS Sheet No. A7.3 PLOT DATE 5.18.2011 TIGHT TO STRUCTURE - REFER TO A2.0 CO 1 ire TIGHT TO STRUCTURE - REFER TO A2.0 1' -8" 3/4" F.T. PLYWOOD BLOCKING REFER TO 1/A6.0 FOR HEIGHTS EXISTING STRUCTURAL COLUMN TO REMAIN < P1 > 4" x 20GA METAL TRACK, TOP AND BOTTOM 4" x 20GA METAL STUD FRAMING, AS SHOWN. FASTEN EA. STUD TO STUD CONNECTION W/ #10 S.M.S. AT 12" O.C. VERTICALLY DSW -040P WALL PANEL BY OWNER'S VENDOR SHOWN DASHED, FINISH SHALL< W2 > COLUMN ENCLOSURE PLAN DSW -040P (18" SHELF) 1-1/2"=1 0" LABEL TOGGLE BOLT COUNTERSINK HEAD (MIN. (4) EQUALLY SPACED) GYP. BD. PVC TUBE EXTENT OF FIRE TREATED WOOD OR METAL HOLDER PVC BOTTOM CAP GLUED IN PLACE BLUEPRINT TUBE SECTION 11"=1,-0" TDZA8001 T 0 CV a 0 W W w U it 0 1- 11 3/4" F.T. PLYWOOD BLOCKING REFER TO 1/A6.0 FOR HEIGHTS EXISTING STRUCTURAL COLUMN TO REMAIN < P1 > 4" x 20GA METAL TRACK, TOP AND BOTTOM TIGHT TO STRUCTURE - REFER TO A2.0 —I 2' -6" COLUMN ENCLOSURE PLAN DSW -040P (18" SHELF) 4" x 20GA METAL STUD FRAMING, AS SHOWN. FASTEN EA. STUD TO STUD CONNECTION W/ #10 S.M.S. AT 12" O.C. VERTICALLY DSW -040P WALL PANEL BY OWNER'S VENDOR SHOWN DASHED, FINISH SHALL< W2 > 11-1/2"=r- 0" NOTE: 1. ENURE ASSEMBLY IS CONSTRUCTED AND INSTALLED BY GENERAL CONTRACTOR IN FIELD. 2. INSTALL BLUEPRINT HOLDER ADJACENT AT LOCATION NOTED ON FLOOR PLANS 3. UPON COMPLETION OF PROJECT, GENERAL CONTRACTOR MUST UPDATE A SET OF BLUEPRINTS OF THE 'AS BUILT' SET FOR THE COMPLETED STORE CONDITIONS (ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL) AND PLACE BLUEPRINTS INTO PLAN TUBE HOLDER BLUEPRINT HOLDER TUBE PLAN 1/4" DIAMETER THRU BOLT W/ TOSSLE GYP. BD. PAN HEAD SCREWS TO SECURE STRAP METAL STRAP NOTE: SEE DETAIL 1/- FOR SECTION 3 " =1' -0" TDZA8002 T TIGHT TO STRUCTURE - REFER TO A2.0 cV L d A TIGHT TO STRUCTURE - REFER TO A2.0 2' -5" 3/4" F.T. PLYWOOD BLOCKING REFER TO 1/A6.0 FOR HEIGHTS EXISTING STRUCTURAL COLUMN TO REMAIN < P1 > 4" x 20GA METAL TRACK, TOP AND BOTTOM 4" x 20GA METAL STUD FRAMING, AS SHOWN. FASTEN EA. STUD TO STUD CONNECTION W/ #10 S.M.S. AT 12" O.C. VERTICALLY DSW -040P WALL PANEL BY OWNER'S VENDOR SHOWN DASHED, FINISH SHALL < W2 > COLUMN ENCLOSURE PLAN - DSW -040M & DSW -040P (24" SHELF) 1 -1 /2 " =1' -0" VARIES - REFER TO FLOOR PLAN 3" 2' -0" 2' -0" 2' -0" V) 0 Q 0 0 a w 0 STAGING AREA FLOOR —Nik tO * VARIES - ANCHOR TO CLOSEST VERTICAL FRAMING STUD. Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. REGISTERED CHITEC JAMES E. DREWS STATE OF WASHINGTON • OWNER'S VENDOR TO PROVIDE 1 X 4 HORIZONTAL WALL CLEATS TO BE INSTALLED OVER GYP. BD. TO FRAMING STUDS • GC TO PAINT CLEATS < P2 > F.I. TO INSTALL (PER MFC SPECIFICATIONS) VENDOR PROVIDED: • (4) 7' -0" H SURFACE MOUNTED STANDARDS STANDARDS •TOP POLES & BRACKETS STAGING AREA HANG ROD 1/2"=r-0" TDZA8003 EXISTING STRUCTURAL COLUMN TO REMAIN T.O. FURRED WALL SEE ENLARGED PLAN 401 PANEL TO BE CUT IN FIELD BY FIXTURE INSTAJ 1 FR < P1 > PAINT COLUMN TO BOTTOM OF DECK DSW -040 PANEL BY OWNER'S VENDOR SHOWN DASHED METAL STUDS PER ENLARGED PLAN WOOD BLOCKING PER DETAIL 1/A6.0 COLUMN ENCLOSURE ELEVS. TD1102_A80 3/8 " =1' -0" TDZA8008 111 REVIEWED FOR CODE COMPLIANCE: Apra -, � w' T) p.¢ uty Q! [Lomita BUILO111 3 DIVISION CI OFETUKWILA MAY 232011 PERMIT CENTER ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By NM A/E Job Number 1D1102.00 Checked By JD File Name TD1102_A80 Project Mgr. NM Scale: AS NOTED Title: MISCELLANEOUS DETAILS Sheet No. A8.0 PLOT DATE 5.182011 TD1102 -A81 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. 7672 REGISTERED IT JAMES E. DREWS STATE OF WASHINGTON ISSUED FOR: DATE PRE BID/ BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE REV 1 - BLDG. DEPT. RESUB. 05.18.11 n n n WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By JCV A/E Job Number TD1102.00 Checked By JD File Name TD1102_481 Project Mgr. NM Scale: AS NOTED Title: STOCKROOM SHELVING ANCHORING DETAILS Sheet No. A8.1 PLAT DATE: 5.18.2011 ...[.. 0 k, Rid 0"L" UPRIGHT r oa 4 ° o ° g, g, 44 4a fl a 4 4 Q a 4 4 4 ° �� WIDTH PER WIDTH PER MOBILE SHELVING UNIT \ ; FIXTURE PLAN FIXTURE PLAN (E) MTL STUD FRAMED WALL M 0 EACH LEVEL ' DENOTES ANCHOR BOLT LOCATION PER MOBILE SHELVING UNIT All IL- vTYP. AT MID ROW (1111 — t UPRIGHT S ° \ ° � i 0"T" t DENOTES SHELVING UNITS, TYP ° ° r..i ° o FIXED SHELVING UNIT o ° r' i o i 0 .-- ° °4 ° °4 a a a ° 0 �+ 4 a ° ° ° ° 1 ° ° °4 ° ° ° °4 a v,�, a 4 4 ° ° 1 a ° ° °4 ° ° � ° ° ° a ° ° ° ° a a� '� ° ° a ,� ° ° °4 4 o ° 4 o 4 4 4 4 4 o 4 o 4 , ` 4° 4 4 4° o 4 ° 4 ° 4 ° 4 ° a 4 ° 4° oa `'� '4 ° 4 ° 4 a 4 ° 4° oa `' 4° 4 n 4 ° 4 ° o a �• '- MOBILE TRACK j 0 4 a 4 EACH CORNER 4 / •OUBLE RIVET DENOTES ANCHOR BOLT LOCATION PER NN.■*_) 11GA BASE c PLATE w/ 3/8" DIAx3" EMB RED HEAD TRU -BOLT L_ © 1 TYP. AT END OF ROW WEDGE ANCHOR 11 PER MOBILE TRACK - REFER TO DETAIL 7 RIVET 4 Q h to� 4 4 Q - W FIXED SHELVING (FIXED UNIT TO RECEIVE ANCHOR BOLTS AT ALL CORNER WHEN UNIT ISN'T AGAINST A WALL) SHELVING SECTIONS TDZA8103 TYPICAL PLAN - STATIC SHELVING ANCHOR LOCATION 3/8 " =1' -0" 1 �POUBLE UP SIDE DOWN OUBLE RIVET 3/8 " =1' -0" — TDZA8101 STRUCTURAL SPECIFICATIONS UGHT GAUGE WITH THE FROM THE PUBLIC WITH GENERALLY WILL BE DURING THE COURSE THAT THIS WORKING HOURS, DEFEND, INDEMNIFY AND IN CONNECTION THE SOLE ON THE FOLLOWING ARE CAPABLE OF OF THE INSTALLED IF ANY AS NECESSARY. OF CONSTRUCTION OR E WITH THE APPLICABLE FINAL SIGNED REPORT HIS KNOWLEDGE, IN WORKMANSHIP BUILDING OFFICIAL, DISCREPANCIES SHALL BE IF UNCORRECTED, TO THE FLOOR. OF THE RELATING TO THE SHELVING SHALL BE SLABS AT ANY LEVEL INSTALLATIONS SHALL BE EVALUATED BY LOADS IMPOSED BY THE FOR APPROVAL NOTE: 4" MIN SLAB THICKNESS VERIFY IN FIELD AND NOTIFY ARCHITECT OF RECORD OF ANY DISCREPANCIES PRIOR TO START OF WORK 4 4 r 4 4 9 o 4 o I. ° EACH LEVEL EXPANSION ANCHORS RED HEAD TRUBOLT WEDGE ANCHORS (CARBON STEEL) ICBO ER 1372 OR EQUAL UGHT GAUGE METAL FRAMING oow PROFILE 1. UGHT GAUGE METAL FRAMING SHALL BE DESIGNED AND FABRICATED BY A FRANCHISED METAL FRAMING FABRICATOR. ICBO ES No. 4943) ( ) 2. LIGHT GAUGE METAL FRAMING DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE APPLICABLE REQUIREMENTS OF THE 2001 CAUFORNIA BUILDING CODE. 3. LIGHT GAUGE METAL FRAMING FABRICATOR SHALL OBTAIN ALL NECESSARY APPROVALS AGENCIES INVOLVED IN GOVERNING CONSTRUCTION. 4. ARC WELDING ELECTRODES SHALL BE E60 SERIES FOR UGHT GAUGE METAL FRAMING 5. SECTIONS 18, 20GA, Fy = 33 KSI. SECTIONS 16GA, Fy = 50 KSI. CONSTRUCTION LIABILITY SHELVING UNIT UPRIGHTS BY MFR ANGBAR o 0 4 (1) t [ — ] 11 GA BASE PLATE o ;. -;. ;. l:.::::•:.: 4 -� •••••• � �' ° ::::::::: :::::::::::::::::::.:.: : :;; `�I. •. \ �'•• ��� ' 0; ff BY SHELVING MFR � 0 `dl' II "� /L CONSTRUCTION CONTRACTOR AND HIS SUBCONTRACTORS AGREE THAT IN ACCORDANCE ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR AND HIS SUBCONTRACTORS REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL AND CONSTRUCTION CONTRACTOR AND HIS SUBCONTRACTORS FURTHER AGREE TO HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL UABIUTY, REAL OR ALLEGED, WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT LIABIUTY ARISING FROM NEGLIGENCE OF DESIGN PROFESSIONAL SPECIAL INSPECTION s ° ° I� 24, Q4 ° 4 a o ° 4 4 o �" ::::::::::::::::::::: ,:.::•::•:::•::•:•::•::::::::' ;:; ;: ' 0� • .56 1 /4 TEK SCREW I e ,'.� HANGBAR INSTALLATION 'v `�� 1/4" DIAMETER x2" EMB RED HEAD TRU -BOLT WEDGE ANCHORS BY OWNER'S VENDOR '��� 110 ,U '��J MATERIAL / �, \ •SHELF PARTICLE BD.) w( PARTICLE �) GENERAL CONTRACTOR SHALL EMPLOY A SPECIAL INSPECTOR DURING CONSTRUCTION TYPES OF WORK, AS REQUIRED BY THE LOCAL JURISDICTION. A. EXPANSION ANCHORS ISOMETRIC DRAWING O F 10'-0" HIGH W/ 7 SHELVES & 1 HANGER LEVEL N.T.S. ANCHORING DETAIL N.T.S. 4 TDZA8107 TDZA8104 UPRIGHT TENSION TESTS SHALL BE PERFORMED TO VERIFY THAT THE INSTALLED ANCHORS RESISTING 150% OF THE DESIRED CAPACITY (420#). A RANDOM SAMPLING OF 10% ANCHORS SHALL BE TESTED IF THESE PASS WITHOUT FAILURE, THEN TESTING IS CONCLUDED. ANCHORS FAIL, THEN AN ADDITIONAL 10% WILL BE TESTED. REPEAT THIS PROCESS �pECIAL INSPECTOR NOTE: 4" MIN SLAB THICKNESS VERIFY IN FIELD AND NOTIFY ARCHITECT OF RECORD OF ANY DISCREPANCIES PRIOR TO START OF WORK NOTE: GC SHALL LEVEL SLAB AS REQUIRED FOR A MAXIMUM SLOPE OF 1/4" PER 12' -0" q 4 Q Q 4 p V • j I� > EXTENSION MOBILE CARRIAGE q SLAB AS REQUIRED SLOPE OF 1/4" PER q 4 4 4 0 4 4 �' I I 11 I I = � -/ SHELVING UNIT UPRIGHTS BY MFR NOTE: GC SHALL LEVEL FOR A MAXIMUM 12'-0" SATISFACTION INSPECTOR OF THEBUILD NG OFFIIC AL FFOR INSPECTION OFHA PARTICULAR TYPE OPERATION REQUIRING SPECIAL INSPECTION DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR � ' I: ELECTRICAL AREA NV ROOM DISNEY STORE THEATER A/V CHASE BOVE STANDARDS 0 24" 0.C. PROVIDE DSW004.1 FILLER PANELS SCRIBED IN FIELD, TYP. OF BOTH, SIDES OF A/V ROOM SALES AREA 0" OF CASHWRAPVBAC$CWR,NP 6' -0" 6 -0 NOTE: THIS SHEET IS ISSUED AS REFERENCE ONLY. REFER TO GENERAL NOTE 1 ON SHEET F1.0 FOR MORE INFORMATION 30' -0" 111111■11111111ii;ll tl1!'iil I !U 1U�1ta11, ?tuI'7UJ!Lu nfli nI r`I lil lilm i"1iurmr tLI:1lL'1f 1011111 11!.1'0111 III II III III III I i1UtIIIit • III IIUl011'1IVIl1'MI1111 11161 II 11111 !II i1113''.1IIILUI'1!UUL 1 1 I,;,'.U"IIiilLl!,V U IL'U!L_71 11"11 11111TIMIFTI i 1ii itllii'(lil l I, ,liTIMI IIIITf TI Piz '1 IIT11 1II ? l I....W1J1'1tt! L1ll!iItI I W.II:I.1UUiU ulna' El 111:111111 STAGING ATEA 217sf AT EA c 0 0 0 N iii nii x O C O VIA ° Zg00MSa Zg0dMS0 I zsooMSa ° PROVIDE DSW004.1 FILLER PANELS SCRIBED IN FIELD 004.2 DSW004 DSF DSW004.2 1 DSW004 DSW004 STOCKROOM 1.o0�sa 0 0 0 0 o c t 0 0 0 0 o q N N N N N N 0 QUEUING AR ENTRY 1 1 WW2 i I \ I r L__I '__ PROVIDE DSW004.� (-, DSF002 FILLER PANELS SCRIBED -. - -- - -- IN FIELD. - \ DSW005 DSW004 DSW004 �____ __Y- _____, DS#066 DSW005 DSW004 EMPLOYEE RESTROOM UNISEX S.2I3OVNVW dO�MSO {a n•� �. , }�... 4,1,4. � /iii /ii /1 /////41////////////// .. .. r MANAGEIti'S OFFICE r --I I I DSW4OP PROVIDE DSW004.1 ILLER PANELS SCRIBE IELD BOYS HERO DSWOO4Y DSW004 DSF002 SW008 SW005X A1,.....c....r...7r7.,2.-A r 7 � =g Af A!, A DISPLAY AREA REVIEWED FOR CODE COMPLIANCE. p r almr1 1 City of Tukwila BUILDING DIVISION Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Architects Incorporated. d. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. FIXTURE FLOOR PLAN GENERAL NOTES IRON FIXTURE COUNT FIXTURE LEGEND 1. GENERAL CONTRACTOR SHALL COORDINATE FINAL LOCATION OF ALL THEMED FIXTURES WITH FIXTURE CONTRACTOR, FIXTURE INSTALLER, OWNER'S AUDIO /VISUAL CONTRACTOR, AND ELECTRICAL CONTRACTORS PRIOR TO INSTALLATION OF FIXTURES, LIGHTING, PROJECTORS, POWER AND /OR SUPPORT FOR ALL ASSOCIATED ELEMENTS. AND AND ALL ELEMENTS PLACED INCORRECTLY SHALL BE REMOVED AND RELOCATED AT NO ADDITIONAL COST TO THE OWNER. 2. ALL DISPLAY FIXTURES (PERIMETER, CASHWRAP /BACKWRAP, FLOOR FIXTURES AND STOCKROOM) SHALL BE FURNISHED BY THE OWNER AND INSTALLED BY THE FIXTURE CONTRACTOR. THE FIXTURE CONTRACTOR SHALL COORDINATE FINAL ASSEMBLY AND PLACEMENT OF FIXTURES WITH OWNER'S REPRESENTATIVE 3. THE FIXTURE CONTRACTOR SHALL ANCHOR ALL WALL DISPLAY FIXTURES WITH PROPER WALL REINFORCEMENT PROVIDED. ANY WOOD BLOCKING MEMBER SHALL BE FIRE RETARDANT MATERIAL COMPLYING WITH ALL APPLICABLE CODES AND STANDARDS. 4. THE FIXTURE CONTRACTOR MUST TOUCH -UP ALL FIXTURES AFTER INSTALLATION. 5. THERE SHALL BE NO EXPOSED FASTENERS AT FIXTURE WORK ON THE SALES AREA. 6. COORDINATE WITH ELECTRICAL PLANS AND SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS AT FIXTURES. ALL ELECTRICAL OUTLET COVERS SHALL MATCH ADJACENT COLOR. 7. SEE FLOOR PLAN AND ELEVATIONS FOR WALL FIXTURES LOCATIONS AND ADDITIONAL INFORMATION. 8. PRIOR TO INSTAWNG SHELVING IN STOCKROOM. FIXTURE CONTRACTOR TO VERIFY THE CEILING HEIGHT & PROVIDE PROPER CLEARANCE FOR SPRINKLER HEADS, LIGHTS, ETC. CUT, MODIFY SHELVING AS REQ'D TO ACCOMMODATE FIELD CONDITIONS. IP - Fixture Count Count Fixture Name Trons per Fixture Trons 1 BOYS HERO 2.0 2.00 1 DISNEY JR. 2.0 2.00 1 DSF001 1.5 1.50 4 DSF002 0.5 2.00 2 DSF003 0.5 1.00 1 DSF004 1.0 1.00 2 DSF005 2.0 4.00 2 DSF006 1.0 2.00 1 DSF007 18 DSW004 1.0 18.00 3 DSW004.2 .5 1.50 1 DSW004X 0.0 0.00 1 DSWOO4Y 0.5 0.50 4 DSW005 1.0 4.00 2 DSW005X 0.0 0.00 3 DSW005Z 0.0 0.00 2 DSW006 1.0 2.00 1 DSW008 1.0 1.00 1 DSW009 3.0 3.00 1 DSW010 2 2.00 1 DSW011 0.0 0.00 1 DSW013 1.0 1.00 1 DSW014 0.0 0.00 1 DSW015 0.0 0.00 1 DSW4OM 0.0 0.00 13 DSW4OP 0.5 6.50 10 DSW4OPX 0.0 0.00 1 HALF WALLBAY 0.5 0.50 1 PRINCESS HERO 2.0 2.00 3 SMALL TREE 0.25 0.75 58.25 FIXTURE DESCRIPTION QUANT. FIXTURE DESCRIPTION QUANT. FIXTURE DESCRIPTION QUANT. FIXTURE DESCRIPTION QUANT. FIXTURE DESCRIPTION QUANT. FIXTURE DESCRIPTION QUANT. ONSTAGE O O DSF -001 DSF -002 DSF -003 DSF4 3 -WAY FLOOR FIXTURE 2 -WAY FLOOR FIXTURE SOUVENIR FIXTURE NESTING TABLE REFER TO TRON COUNT REFER TO TRON COUNT REFER TO TRON COUNT REFER TO TRON COUNT SMALL TREE (NTS) FLEX -HERO FIXTURE TREE SUPPORT STAND BREAKDOWN TABLE & CHAIRS MINI HERO FIXTURE REFER TO TRON COUNT REFER TO TRON COUNT REFER TO IRON K..)ST-Tp09 COUNT DSW -029 (NTS) (NTS) DSW -029A PRINCESS HERO FIXTURE BOY'S HERO FIXTURE PLAYHOUSE PLUSH HERO FIXTURE CREDENZA/ BACKWRAP REFER TO IRON COUNT REFER TO IRON COUNT REFER TO IRON COUNT 1 2 DSW -027 DSW -027.1 DSW -028 11 11 11 11 I 11 11 1 I 11 11 1 I 11 11 1 I 11 11 1 HALF WALLBAY ADA REGISTER POD REGISTER POD SUPPORT POD PARTIAL WALL PANEL AT DISNEY STORE THEATRE 1 2 2 SEE TRON COUNT 1___J L11 DSW -004 SHORT WALL PANEL, SEE INT. ELEVS. SEE TRON COUNT thij.7672 JAMES E. DREWS STATE OF WASHINGTON DSW -005 DSW -006 MEDIUM WALL END PANEL, SEE INT. ELEVS. LARGE WALL PANEL, SEE INT. ELEVS. SEE TRON COUNT SEE TRON COUNT DSW -007 lr - - -1 I1 I ri DSW -008 SWING DOOR, SHORT WALL PANEL GREEN WALL PANEL, SEE INT. ELEVS. SEE TRON COUNT SEE TRON COUNT DSW -009 1 1 1 J I J 1 J I J 1 J (NTS) DSW -010 (N TS) GREEN WALL PANEL, SEE INT. ELEVS. GREEN WALL PANEL, SEE INT. ELEVS. SEE TRON COUNT SEE TRON COUNT _ _ J DSW -013 GREEN WALL PANEL SEE INT. ELEVS. SEE TRON COUNT BACKSTAGE RECEIV:II CITY OFTU LA MAT .23'011 . .. �.i .+ k TD1102f10 ISSUED FOR: DATE PRELIM. L.L. REVIEW 03.10.11 PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE AREV 1 - BLDG. DEPT. RESUB. 05.18.11 WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By NM A/E Job Number TD1102.00 Checked By JD File Name TD1102 .510 Project Mgr. NM Scale: AS NOTED Title: FIXTURE FLOOR PLAN Sheet No. F1.0 PLOT DA1E 5.18.2011 110' -7" :ASE DIMENSION NOTE: THIS SHEET IS ISSUED AS REFERENCE ONLY. REFER TO GENERAL NOTE 1 ON SHEET F1.0 FOR MORE INFORMATION ELECTRICAL AREA DISNEY STORE THEATER SALES AREA - Hi 111111 1111.1111111 II I111I 111 11111111111 1 111111 ill II' 11 ii111 11111111111111 OBI 1.IiU.111.1.11 j 1 JJ 11111311.11.11 11 L1111h11!11. 11113.1L1.1.1.11 11.iIGIU!i 1111111 S i L1111 1 !11!1111!TTI 111;11111TIV 111 ITTi7illTh J I R1 I i ;TT1 1117117117 FM TWTf 11llSi;L11L! 1111L;E'W13;.11111L'L!1 1:1111111.111ALILILLILIIIIIIilli1111t1i1E _ 1111111'1111 IiJJ LIIJ 11UJ,f 111141111p !I 1..1111A1111..1 IN V ^z^ STOCKROOM 40' -5" LEASE DIMENSION ENTRY 0 N W 0 w N EMPLOYEE RESTROOM UNISEX s^ri X. EOM Lim CAST AREA MANAGE °'S OFFICE ±7-10" V.I.F. ±15' -4" V.I.F. V.I.F. ±32' -9" V.I.F. ±51' -6" V.I.F. FIXTURE FLOOR PLAN ±111' -7" LEASE IIMENSION — V.I.F. DISPLAY AREA REVIEWED FOR CODE COMPLIIIVC - airy Oi summa BUILDING DIVISIO, ; 1 /4 " =1' -0° TD1101JF1 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. SITE NOTES REQUIRED ON SITE ARE THE FOLLOWING: 1. SITE TO BE QUIET - NO CONSTRUCTION WORK SHALL BE CARRIED OUT DURING THE SETTING OUT. 2. SITE TO BE CLEAR OF MATERIALS, TRASH AND FLOOR OBSTRUCTIONS TO ALLOW CLEAR VISION ACROSS STAGE AREA (SALES AREA) 3. LARGE TABLE TO BE AVAILABLE FOR DRAWINGS TO BE LAID OUT 4. PLEASE HAVE AVAILABLE - A MINIMUM OF CHALK LINE, CHALK, LASER & TAPE MEASURE TO CONDUCT SETTING OUT. bit%-. z TD1102J11 RECEIVE CITYOFTU LA MAT _7 S 2011 PERMIT CENTER REGISTERED " T JAMES E. DREWS STATE OF WASHINGTON ISSUED FOR: DATE PRE BID/ BLDG. DEPT. SUBMITTAL 03.25.11 BID/ L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE AREV 1 - BLDG. DEPT. RESUB. 05.18.11 WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By NM A/E Job Number TD1102.00 Checked By JD File Name TD1102_111 Project Mgr. NM Scale: AS NOTED Title: FIXTURE SETTING OUT PLAN Sheet No. F1.1 PLOT DA1E 5181011 16, I`, •, ENTRY 0 N W 0 w N EMPLOYEE RESTROOM UNISEX s^ri X. EOM Lim CAST AREA MANAGE °'S OFFICE ±7-10" V.I.F. ±15' -4" V.I.F. V.I.F. ±32' -9" V.I.F. ±51' -6" V.I.F. FIXTURE FLOOR PLAN ±111' -7" LEASE IIMENSION — V.I.F. DISPLAY AREA REVIEWED FOR CODE COMPLIIIVC - airy Oi summa BUILDING DIVISIO, ; 1 /4 " =1' -0° TD1101JF1 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. SITE NOTES REQUIRED ON SITE ARE THE FOLLOWING: 1. SITE TO BE QUIET - NO CONSTRUCTION WORK SHALL BE CARRIED OUT DURING THE SETTING OUT. 2. SITE TO BE CLEAR OF MATERIALS, TRASH AND FLOOR OBSTRUCTIONS TO ALLOW CLEAR VISION ACROSS STAGE AREA (SALES AREA) 3. LARGE TABLE TO BE AVAILABLE FOR DRAWINGS TO BE LAID OUT 4. PLEASE HAVE AVAILABLE - A MINIMUM OF CHALK LINE, CHALK, LASER & TAPE MEASURE TO CONDUCT SETTING OUT. bit%-. z TD1102J11 RECEIVE CITYOFTU LA MAT _7 S 2011 PERMIT CENTER REGISTERED " T JAMES E. DREWS STATE OF WASHINGTON ISSUED FOR: DATE PRE BID/ BLDG. DEPT. SUBMITTAL 03.25.11 BID/ L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE AREV 1 - BLDG. DEPT. RESUB. 05.18.11 WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By NM A/E Job Number TD1102.00 Checked By JD File Name TD1102_111 Project Mgr. NM Scale: AS NOTED Title: FIXTURE SETTING OUT PLAN Sheet No. F1.1 PLOT DA1E 5181011 l 50' -2 1/2" MURAL WIDTH o I 10 • • • • 2 % DSW -008 I< I" 1 DSW- 3 OM • W3 W3 • W4 i • • • • �W2% _< W3 % 04 DSW -004 DSW -004Y DSW -0041 DSW -005X / DSW -005X tJ Jm J 3Z OQ w 0- = w R iY Li • 00. 0 DSW -009 INTERIOR FIXTURE ELEVATION DSW -004 1/4"=V-0" TD1101_F1ELEV 16' -6" MURAL WIDTH CONFIRM INSTALLATION OF WALL MURALS WITH DISNEY REPRESENTATIVE 0 I W3 • OR {W3> • < W3 > • • W3 > DSW -004.2 DSW -004 CONFIRM INSTALLATION OF WALL MURALS WITH DISNEY REPRESENTATIVE 27-5" MURAL WIDTH i • W3 >: W4 >. W4 • •:. •...'...' W3 W3 DSW -004 DS —005 DSW -006 DSW -005 DSW -004 DSW -004 15' -10 1/2" MURAL WIDTH RECESSED EXIT SIGN TO BE INSTALLED IN PANEL SW -015 R 8' -2 1/2" J MURAL WIDTH W3 > DSW -004 INTERIOR FIXYURE ELEVATION 1 /4 " =1' -0" TD1101_F1ELEV CONFIRM INSTALLATION OF WALL MURALS WITH DISNEY REPRESENTATIVE INTERIOR FIXTURE ELEVATION 1/4"=r-0" TD1101_F1ELEV ±68' -7 1/2" INTERIOR. FIXTURE ELEVATION 1 /4 " =1' -0" TD1101_F1ELEV WALL BEYOND w LL LL 0 a 0 CODE COMP-UP-NCI, t;Iy of Tut BUILDING 0' DSW -014 < W2 INTERIOR 1/4 " =1' -0" FIXTURE ELEVATION TD1101_F1ELEV MURAL WIDTH INCLUDED IN 5/F2.0 DSW -004 DSW -004 INTERIOR FIXTURE ELEVATION 0 I L 11' -4 1/2" J 1 /4 " =1' -0" TD1101_F1ELEV MURAL WIDTH INCLUDED IN 9/F2.0 0 co J ce 0 o w CO J N J J 1 3z • W a. • IX L.0 cw La- IY 0 � m ELECTRICAL MURAL WIDTH DSW -016.1 TO BE INSTALLED BEHIND DEO SCREEN FLAT la DSW -016 nit) INTERIOR FIXTURE ELEVATION 111:47,011" �1 0 ELEV (�1 DSW -011 2 • TOP INTERIOR FIXTURE ELEVATION 1/4"=1 —0" TD1101_F1ELEV MURAL WIDTH ......... ............................. • • .................... ............................... .... .............. ........................... ..................... SW -005Z 10.170.053:-•-•••••:. SW —005Z ............... • ....... .... ............. .... ...... ... . ................ • I: L.. .... .. .. < W3 ) OD W3 • • • • • W3 X W3 • W4 W4 W4 MI { U W3 • W3 >. • • W4 • • W4 W4 • • W3 >: • :W3> • W3 % w tW J N J 3Z oQ w n- CC w Li 0 Cm O ANGLED WAL DSW -004.2 DSW -004 DSW -004 DSW -004 DSW -004 DSW -004.2 DSW -004 DSW -005 DSW -006 DSW -005 DSW -004 DSW -004 DSW -004 NOTE: REFER TO SHEETS A5.0, A5.1, AND A5.2 FOR ADDITIONAL INFORMATION ON THE STOREFRONT 7-2 1/2" MURAL WIDTH 0 O --44\ A I ■■■■ r■1 EXIT {W2>: Linane/Drews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of 0 Copyright: Linane/Drews Architects, Incorporated 2011 All rights reserved. DSW -013 INTERIOR ELEVATION 1/4"=-1'-0" TD1101_F1 INTERIOR FIXTURE ELEVATION 1/4"=V-0" TD1101_F1ELEV el'. ..,t!....�I 1 fir. 1 i L. 1. KEY PLAN PERMIT CENTER 1/4"=r-0" TD1102J20 JAMES E. DREW S STATE OF WASHINGTON ISSUED FOR: DATE PRELIM. L.L. REVIEW 03.10.11 PRE BID/ BLDG. DEPT. SUBMITTAL 03.25.11 BID/L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE REV 1 — BLDG. DEPT. RESUB. 05.18.11 WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By NM A/E Job Number Checked By JD File Name Project Mgr. NM Scale: AS NOTED Titl e: INTERIOR FIXTURE ELEVATIONS/ SECTIONS Sheet No. F2.0 PLOT DATE: 5.18.2011 ANT -YP. < W2 > 2" GREEN PANEL W/ NO POGS EXISTING STRUCTURAL COLUMN TO REMAIN PAINTED TO BOTTOM OF DECK < P1 > SEE F2.0 40" MAX TO BE CUT IN FIELD DSW -040NP L aff POG FOR MERCHANDISE SH ELF EXISTING STRUCTURAL COLUMN TO REMAIN PAINTED TO BOTTOM OF DECK < P1 > POG FOR MERCHANDISE SHELF W2 2" GREEN PANEL W/ POGS SEE F2.0 28 "MIN - 40 "MAX TO BE CUT IN FIELD DSW -040P 24" SHELF • OM L� SEE F2.0 < W2 > 2" GREEN PANEL W/ POGS 24 "MIN - 40 "MAX TO BE CUT fi IN FIELD DSW -040P 18" SHELF (v.v. L INN Lvv <W2> 2" GREEN PANEL W/ RECESSED MIRROR SEE F2.0 28 "MIN - 40 "MAX TO BE CUT IN FIELD 5/8" GYP BD FINISH PAINTED < P1 > DSW -040P 18" SHELF MURAL OVER GYP BD PROVIDED BY OWNER AND INSTALLED BY G.C. LED COVE LIGHTING SHOWN DASHED BY G.C. REFER TO WALL PARTITIONS SHELVING FINISHED WIDTH 48" DSW -048DP 1 tala OP • INS 2" GREEN PANEL W DOUBLE POGS MD FINISHED WIDTH 60" DSW -060DP ANY FASTENERS OR WOOD SCREWS USED MUST BE CONCEALED DSW -005 SHOWN AS REFERENCE. REFER TO SHOP DRAWINGS FOR OTHER WALL PANELS 0 I 0 HEIGHT OF PANEL 4' -0" 1' -0 1/2" 1' -11 1/8* 1' -0 1/2" SHELVES PROVIDED BY TENANT NOT SHOWN FOR CLARITY, TYP. 3/4" BLOCKING FOR ATTACHMENT OF FLATS 3 1/2 2x4 WALL CLEAT SHIPPED LOOSE TO BE ATTACHED TO FURRED STUD WALL BY FIXTURE INSTALLER 3/4" FINISHED WALL PANEL BY MILLWORK VENDOR. FACE OF REFERENCED PANEL SHALL BE FORMICA 7285 -58 VIOLIN FIGURED ANNIGRE RECESSED MONO SUPPORT SYSTEM 3/4" WOOD RETURNS ATTACHED TO WALL CLEAT WOOD SPLINE TO BE ATTACHED TO WOOD BASE SLOT CONT. WOOD BASE & MOLDING SHOWN DASHED, WOOD BASE AND MOLDING TO BE PROVIDED BY MILLWORK VENDOR 1' -11 1/8" TYP 1' -0 1/2" FRONT ELEVATION NOTE WALL PANEL SYSTEM IS TO BE PROVIDED BY TENANT'S VENDOR, FIXTURE CONTRACTOR TO FOLLOW ALL VENDOR INSTALLATION INSTRUCTIONS FOR ASSEMBLY. COORDINATE INSTALLATION & DEUVERY W/ DISNEYS REPRESENTATIVE 1 II II III ICI . II .1. 1 -.- II II ID 1... II ICI III III I II ICI ICI III II II II II Ii II - - Ia ... TT HT TIM IT TT , I - L 4' -0" REAR ELEVATION N CI) 1' -0" SCRIBE END FULL HEIGHT WALL, REFER TO PARTITION TYPES FOR MORE DETAILS 2X4 WALL CLEAT SHIPPED LOOSE TO BE ATTACHED TO FURRED STUD WALL BY FIXTURE INSTALLER FURRED PAR11110N, REFER TO PARTITION TYPES FOR MORE DETAILS TENANT'S GENERAL CONTRACTOR TO PROVIDE BLOCKING BETWEEN STUDS, REFER TO DETAIL 3/A1.3 WOOD SPLINE TO BE ATTACHED TO WOOD BASE SLOT CONT. WOOD BASE & MOLDING TO BE PROVIDED B MILLWORK VENDOR REFER TO DETAIL 5/- SECTION 1 ANY FASTENERS OR WOOD SCREWS USED MUST BE CONCEALED DSW -008 SHOWN AS REFERENCE. REFER TO FIXTURE SHEETS FOR DETAILS ON OTHER "GREEN" PANELS 0 SHELVES PROVIDED BY TEN NOT SHOWN FOR CLARITY, \ e e NOTE: WALL PANEL SYSTEM IS TO BE PROVIDED BY TENANTS VENDOR, FIXTURE CONTRACTOR TO FOLLOW ALL VENDOR INSTALLATION INSTRUCTIONS FOR ASSEMBLY. COORDINATE INSTALLATION & DEUVERY W/ DISNEY'S REPRESENTATIVE 1 -1/4" THICK BEVELED CLEATS ATTACHED TO PANEL CLEATS PROVIDED BY MILLWORK VENDOR 5/8" THICK BEVELED C SHIPPED LOOSE TO BE ATTACHED TO FURRED STUD WALL BY FIXTURE INSTALLER 3/4" FINISHED WALL PANEL BY MILLWORK VENDOR. FACE OF PANEL SHALL BE WILSONART 10862 -60 IRISH MAPLE RECESSED MONO SUPPORT SYSTEM 1 -1/4" SQUARE WOOD REINFORCEMENTS BY MILLWORK VENDOR NOTE: THIS SHEET IS ISSUED AS REFERENCE ONLY. REFER TO GENERAL NOTE 1 ON SHEET F2.0 FOR MORE INFORMATION • . ICI .1. ICI CONT. WOOD BASE & MOLDING SHOWN DASHED, WOOD BASE AND MOLDING TO BE PROVIDED BY MILLWORK VENDOR 1' -11 1/8" TYP 1' -0 1/2" FRONT ELEVATION III !II CV 4' -0" REAR ELEVATION 1' -0" SCRIBE END FULL HEIGHT WALL, REFER TO PARTITION TYPES FOR MORE DETAILS 1 -1/4" THICK BEVELED CLEATS ATTACHED TO PANEL CLEATS PROVIDED BY MILLWORK VENDOR 5/8" THICK BEVELED CLEATS SHIPPED LOOSE TO BE ATTACHED TO FURRED STUD WALL BY FIXTURE INSTALLER FURRED PARTITION, REFER TO PARTITION TYPES FOR MORE DETAILS TENANT'S GENERAL CONTRACTOR TO PROVIDE BLOCKING BETWEEN STUDS, REFER TO DETAIL 1/A6.0 1 CONT. WOOD BASE & MOLDING TO BE PROVIDED B MILLWORK VENDOR REFER TO DETAIL 3/- SECTION WALL PANEL DETAIL (DSW -005 SHOWN FOR REFERENCE 3/4 " =1' -0" TDZF3006 WALL PANEL DETAIL - "GREEN" PANEL (DSW -008 SHOWN FOR REFERENCE SCRIBE TO LENGTH AT SEAMS 10' -0" VIEWABLE AREA ■ 3' -11" 3' -11" 3' -11" 11' -9" SCRIBE TO LENGTH AT ENDS IF NEEDED 3/8" WOOD PANEL TO BE BENT TO FIT AND FLUED TO WALL IN FIELD. WOOD PANEL TO BE PROVIDED BY MILLWORK VENDOR FINISH FACE OF PANEL SHALL BE WILSONART 10862 -60 IRISH MAPLE COLUMN ENCLOSURE ELEVS. 3/8 " =1' -0" TDZF3010 n V _Lu EXISTING STRUCTURAL COLUMN TO REMAIN FRAMING AND BLOCKING BY G.C. SHOWN DASHED 2" WALL PANEL FINISHED W/ POGS WHERE CALLED OUT, REFER TO FLOOR PLAN FOR EXACT DIMENSIONS < W2 > QUARTER ROUND TO MATCH GREEN PANELS 0 CORNER, TYP. <W2> VIDEO SURROUND DETAIL FULL HEIGHT PARTITION PER PARTITION TYPES DECORATIVE FLAT PANEL, REFER TO DETAIL 8/- FOR REFERENCE 3' -4" WIDE WALL ANGLE ATTACHED TO WALL PANEL WOOD BLOCKING W/ #12 x .625 PAN HEAD SCREWS ANGLE TO BE PROVIDED BY MILLWORK VENDOR WOOD BLOCKING ON WALL PANEL WOOD BLOCKING FOR LED COVE LIGHT FIXTURE 3/4" FINISHED WALL PANEL BY MILLWORK VENDOR. TENANT'S GENERAL CONTRACTOR TO INSTALL FURRED PARTITION PER PAR11110N TYPES =,# WALL PANEL 6" w CC T e T e fB 1 T ® 1 1 COLUMN ENCLOSURE PLAN TD1102J30 3 " =1' -0" TDZF3011 WOOD FLAT PANEL DETAIL 1- 1/2 " =1' -0" TDZF3009 RECESSED MONO SUPPORT SYSTEM ON WALL PANEL SPACING SHALL BE 23 -1/8" HORIZONTALLY & 7 -1/2" VERTICALLY 1 3/4" 1 1/4" F 1 REVIEWE,D FOR CODE COi PLIA (;ity of Tukwila kwila 1/2"--=1'-o" TDZF3007 N 3/4" FINISHED TOP PANEL SET BY MILLWORK VENDOR. FACE OF PANEL SHALL BE WILSONART 10862 -60 IRISH MAPLE. ATTACH PANEL TO TOP OF FURRED WALL W/ WALL ANGLE & SCREWS, SEE DETAIL 7/- 1/8" x 7/8" HARDBOARD SPLINE PROVIDED BY MILLWORK VENDOR 2' -10 5/8" 6' -3" 3' -4 3/8" WOOD PANEL _ DSW -019 SHOWN 3/4 " =1' -0" TDZF3008 PUCK DETAIL FULL SCALE TDZF3004 • OPEN SLOT FOR WALL PANEL INSERT CONT. WOOD BASE & QUARTER ROUND MOLDING PROVIDED BY MILLWORK VENDOR. FINISHED FACE SHALL BE FORMICA 7285 -58 VIOUN FIGURED ANNIGRE WOOD BASE 1 /2" 2" TENANTS GENERAL CONTRACTOR TO PROVIDE BLOCKING BETWEEN STUDS ON FURRED PAR11110N 1 -1/4" THICK BEVELED CLEATS ATTACHED TO PANEL CLEATS PROVIDED BY MILLWORK VENDOR 5/8" THICK BEVELED CLEATS SHIPPED LOOSE TO BE ATTACHED TO FURRED STUD WALL BY FIXTURE INSTALLER 3/4" FINISHED WALL PANEL BY MILLWORK VENDOR. FACE OF PANEL SHALL BE WILSONART 10862 -60 IRISH MAPLE WALL CLEAT DETAIL Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. REGISTERED CHI JAMES E. DREWS STATE OF WASHINGTON ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 BID /L.L. FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.18.11 No. REVISION ISSUES: DATE RECEIVP CITY OF TU LA r1�Y .2 3 2011 PERMIT CENThR CONTINUOUS WOOD BASE & QUARTER ROUND MOLDING PROVIDED BY MILLWORK VENDOR. FINISHED FACE SHALL BE WILSONART 10862 -60 IRISH MAPLE 1/214 2. bk WOOD BASE AT GREEN PANEL TDZF3003 WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By JCV A/E Job Number TD1102.00 Checked By JD File Name TD1102_F30 Project Mgr. NM Scale: AS NOTED Title: WALL PANEL DETAILS Sheet No. F3.0 PLOT DAZE: 5.18.2011 in . 1 RECEIVP CITY OF TU LA r1�Y .2 3 2011 PERMIT CENThR CONTINUOUS WOOD BASE & QUARTER ROUND MOLDING PROVIDED BY MILLWORK VENDOR. FINISHED FACE SHALL BE WILSONART 10862 -60 IRISH MAPLE 1/214 2. bk WOOD BASE AT GREEN PANEL TDZF3003 WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By JCV A/E Job Number TD1102.00 Checked By JD File Name TD1102_F30 Project Mgr. NM Scale: AS NOTED Title: WALL PANEL DETAILS Sheet No. F3.0 PLOT DAZE: 5.18.2011 1 MECHANICAL NOTES 1 A. GENERAL CONDITIONS 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS (IF PROVIDED AS PART OF THE CONTR ACT ) ARE A PART OF THIS CONTRACT. 2. THE TERM "CONTRACTOR" SHALL MEAN THE "MECHANICAL CONTRACTOR HIRED TO COMPLETE THE WORK OUTLINED IN THESE PLANS AND SPECIFICATIONS" UNLESS OTHERWISE SPECIFIED. 3. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO REVIEW ALL DRAWINGS FOR ALL OTHER TRADES. 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ITS SUBCONTRACTORS WITH A FULL SET OF BID DOCUMENTS INCLUDING SPECIFICATIONS AND MUST COORDINATE ITS WORK AND INSPECTIONS AND THE WORK AND INSPECTION OF THEIR SUBCONTRACTORS WITH ALL OTHER TRADES ON SITE TO CONFORM WITH THE GENERAL CONTRACTOR'S TIME SCHEDULE. 5. BY SUBMITTING A QUOTATION OR PROPOSAL THE MECHANICAL CONTRACTOR EXPRESSLY STATES AND WARRANTS THAT: ALL DRAWINGS AND SPECIFICATIONS HAVE BEEN THOROUGHLY REVIEWED, CONTRACTOR HAS BECOME FAMILIARIZED WITH JOB SITE CONDITIONS AND IS TOTALLY QUALIFIED TO PERFORM ALL OF THE WORK REQUIRED. 6. BEFORE SUBMITTING A FINAL PROPOSAL THE CONTRACTOR SHALL EXAMINE THE SITE OF THE PROPOSED WORK TO DETERMINE THE EXISTING CONDITIONS THAT MAY AFFECT THE PROPOSAL IF DISCREPANCIES ARE NOTED BETWEEN THE DOCUMENTS AND THE EXISTING CONDITIONS THE ARCHITECT SHALL BE NOTIFIED AND THE CONTRACTOR SHALL RECEIVE CLARIFICATION BEFORE SUBMITTING A BID. THE SUBMISSION OF A PROPOSAL SHALL INDICATE THAT ALL CHARGES AND COSTS MADE NECESSARY BY EXISTING CONDITIONS ARE INCLUDED AND THAT THE COMPLETE SYSTEM AS DESCRIBED HEREIN WILL BE FURNISHED AT THE PROPOSED COST. 7. WHEN USED, THE TERM "PROVIDED BY CONTRACTOR" SHALL BE INTERPRETED AS MEANING "FURNISHED AND INSTALLED BY CONTRACTOR" WITH THE EXCEPTION WHERE ITEMS ARE "PROVIDED BY TENANT" SHALL BE INTERPRETED AS MEANING "FURNISHED BY TENANT (INSTALLED BY CONTRACTOR) ", EXCEPT WHERE NOTED OTHERWISE. B. GENERAL REQUIREMENTS 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE COMPLETE AND FULLY FUNCTIONAL MECHANICAL SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS (IF SUPPLIED) AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. CLOSELY COORDINATE THE ENURE INSTALLATION WITH LANDLORD AS REQUIRED. FIELD VERIFY THE EXACT TYPE, SIZE, LOCATION, REQUIREMENTS, ETC. OF EXISTING EQUIPMENT, PIPE AND DUCTS SERVING THE TENANT SPACE PRIOR TO SUBMISSION OF BID. 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE PROVIDED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS NECESSARY TO COMPLETE THE WORK OR WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART OF THE CONTRACT. 3. WHERE THE DRAWINGS AND / OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS STILL RESPONSIBLE FOR PROVIDING THE SYSTEM AS DESIGNED AND DESCRIBED ON THE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 4. THE CONTRACTOR SHALL OBTAIN AND COMPLY WITH DETAILED REQUIREMENTS OF LEASE EXTRACTS FROM THE LANDLORD AND TENANT. 5. COORDINATE LOCATIONS OF ALL AIR OUTLETS WITH ALL WALLS, LIGHTS, SPRINKLER HEADS, CEILING 11LES AND DECORATIVE CEILING FIXTURES PRIOR TO INSTALLATION. 6. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATION, SERVICE, MAINTENANCE AND REPAIR. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT ACCESS TO ALL EQUIPMENT FOR SERVICE. 7. THE CONTRACTOR SHALL DO ALL CUTTING, CORE DRILLING, CHASING, OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THIS CONTRACT. CUTTING SHALL HAVE PRIOR APPROVAL BY THE TENANT'S CONSTRUCTION MANAGER AND THE LANDLORD OR LANDLORD'S REPRESENTATIVE. PATCHING SHALL MATCH FINISH OF SURROUNDING AREA. C. CODES 1. ALL WORK SHALL BE PERFORMED IN A NEAT AND PROFESSIONAL MANNER USING GOOD CONSTRUCTION PRACTICES. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE LANDLORD'S CRITERIA; STATE, COUNTY AND LOCAL CODES AND ORDINANCES; THE LATEST EDITIONS OF ASHRAE STANDARDS, THE LIFE SAFETY CODE, THE APPLICABLE BUILDING CODE, UNDERWRITERS LABORATORIES, THE NATIONAL ELECTRICAL CODE, NFPA 70, 90A AND 96 AND ALL OTHER APPLICABLE CODES ENFORCED BY AUTHORITIES HAVING JURISDICTION. THE CHANGES REQUIRED BY ANY APPLICABLE CODES SHALL BE INCLUDED IN THE BID. AFTER THE CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE TENANT TO THE CONTRACTOR. D. LICENSES. PERMITS, INSPECTIONS AND FEES 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS AND FEES REQUIRED OR RELATED TO THIS WORK. 2. FURNISH TO THE TENANTS CONSTRUCTION MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. E. DRAWINGS 1. DRAWINGS (PLANS AND SPECIFICATIONS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. BECAUSE OF THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL DUCT AND PIPE OFFSETS, FITTINGS AND ACCESSORIES THAT MAY BE REQUIRED. THE MECHANICAL CONTRACTOR MUST OBTAIN APPROVED CONSTRUCTION DRAWINGS FROM THE GENERAL CONTRACTOR BEFORE BEGINNING ANY WORK. 2. THE LAYOUT SHOWN ON THE DRAWINGS IS BASED ON A PARTICULAR MAKE OF EQUIPMENT. IF ANOTHER MAKE OF EQUIPMENT IS USED WHICH REQUIRES MODIFICATION OR CHANGE OF ANY DESCRIPTION FROM THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE AS PART OF THIS WORK, FOR MAKING ALL SUCH MODIFICATIONS AND CHANGES, INCLUDING THOSE INVOLVING OTHER TRADES WITH THE COST THEREOF INCLUDED IN THE BID. IN SUCH CASE, CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS PRIOR TO STARTING WORK SHOWING ALL SUCH MODIFICATIONS AND CHANGES. THE PROPOSAL SHALL BE SUBJECT TO THE APPROVAL OF THE TENANTS CONSTRUCTION MANAGER. F. EXISTING LEASE SPACE CONDITIONS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING MECHANICAL WORK IN THE SPACE NOT SHOWN TO BE REUSED IN THE NEW TENANT SPACE. 2. THE CONTRACTOR SHALL INCLUDE AND WILL BE HELD RESPONSIBLE FOR, THE REMOVAL OF ALL EXISTING ARE PROTECTION, PLUMBING FIXTURES, PIPING, HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, DUCTWORK, ETC. AND ASSOCIATED ROOF CURBS NOT TO BE REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, PIPES, DUCTWORK AND EQUIPMENT PRIOR TO REMOVAL. ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED UNLESS NOTED FOR REUSE OR RECONFIGURATION ON PLANS. ROOF PATCHING SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE BY A ROOFING CONTRACTOR APPROVED BY THE LANDLORD. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF (ABOVE THIS SPACE) NOT APPLICABLE TO THE NEW WORK OR PART OF THE LANDLORD'S OR ANOTHER TENANT'S ACTIVE SYSTEM MUST BE REMOVED AND ROOF /WALL /FLOOR PATCHED /REPAIRED TO MATCH THE EXISTING STRUCTURE. EXISTING ABANDONED PIPES, DUCTS OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT REUSED IN THIS PROJECT. IF REQUIRED BY THE LANDLORD OR CODES, ABANDONED PIPING AND /OR DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION PRIOR TO BID AND INCLUDE IN BID PROPOSAL • - 3. ACTIVE LANDLORD OR OTHER TENANT SERVICES ENCOUNTERED IN WORK SHALL BE PROTECTED AND SUPPORTED. IF EXISTING SERVICES NOT ANTICIPATED REQUIRE RELOCATION, CONTACT THE TENANTS CONSTRUCTION MANAGER IMMEDIATELY. ALL COSTS FOR REPAIR OF DAMAGES TO ACTIVE LANDLORD OR OTHER TENANT SERVICES DURING CONSTRUCTION SHALL BE PAID FOR BY THE CONTRACTOR CAUSING THE DAMAGE. 4. 11E -INS AND MODIFICATIONS TO EXISTING LANDLORD SERVICES MUST BE DONE WITH MINIMUM INTERRUPTION OF LANDLORD OPERATION AND DURING HOURS SPECIFIED BY THE LANDLORD. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING EXACT WORKING HOURS OF THIS WORK WITH THE LANDLORD PRIOR TO SUBMITT1NG THEIR BID. THE CONTRACTOR SHALL INCLUDE IN THEIR BID, ALL PREMIUM 11ME REQUIRED TO PERFORM MODIFICATIONS DURING OTHER THAN NORMAL WORKING HOURS. ALL SUCH WORK MUST BE COORDINATED WITH THE LANDLORD. 5. EQUIPMENT AND MATERIALS IN TRANSIT SHALL UTILIZE FREIGHT ELEVATOR OR STAIRS. SAID EQUIPMENT OR MATERIALS SHALL BE DISASSEMBLED AS REQUIRED TO MEET THE RESTRICTIONS IMPOSED BY THE BUILDING OR ITS COMPONENT CONSTRAINTS AND THEN REASSEMBLED IN THE NEW WORK AREA. 6. ALL WORK SHALL BE DONE WITH A MINIMUM OF NOISE AND DISTURBANCE TO BUSINESS ROUTINE. ALL WORK SCHEDULES SHALL BE COORDINATED WITH AND APPROVED BY, THE TENANTS CONSTRUCTION MANAGER. 7. SINCE THESE ARE SECURE FLOORS, ALL DELIVERIES, WORKERS, WORK OPERATORS, ETC., REQUIRED BY THE CONTRACTOR FOR WORK PERFORMED IN ANY AREA OR SITE BUILDING SHALL BE IN STRICT CONFORMANCE TO THE RULES AND REGULATIONS OF THE OWNER. 8. CONTRACTOR SHALL PROTECT THEIR WORK AND EQUIPMENT FROM DAMAGE, VANDALS, ETC. ANY ITEM THAT IS DAMAGED, VANDALIZED OR STOLEN PRIOR TO ACCEPTANCE OF BUILDING BY OWNER AND ARCHITECT SHALL BE REPLACED BY RESPECTIVE CONTRACTOR AT NO CHARGE TO TENANT. 9. IT IS SPECIFICALLY THE INTENTION OF THIS SPECIFICATION TO HOLD THE CONTRACTOR RESPONSIBLE FOR ALL DAMAGE DONE TO ANY EXISTING FACILITIES, EQUIPMENT, PAINTING, OR ARCHITECTURAL AND STRUCTURAL FEATURES OF THE BUILDING, BY EITHER THEIR OWN OF THEIR SUBCONTRACTORS. THE CONTRACTOR SHALL REPAIR ANY WORKMEN OR BY ANY TH DAMAGE DONE BY THEIR OWN WORKMEN OR SUBCONTRACTORS AND THE OWNER AT THEIR DISCRETION, MAY WITHHOLD PAYMENTS EQUAL TO THE REASONABLE COST OF THE REPAIRS. 10. THIS CONTRACTOR OR THEIR WORKMEN SHALL NOT BE PERMITTED TO USE ANY PART OF THE EXISTING BUILDING AS A SHOP WITHOUT THE APPROVAL OF THE OWNER AND ARCHITECT. 11. WHERE THE WORK MAKES TEMPORARY SHUTDOWN OF SERVICES UNAVOIDABLE, THEY SHALL BE MADE AT NIGHT OR AT SUCH TIMES AS WILL CAUSE THE LEAST INTERFERENCE WITH THE ESTABLISHED OPERATING ROUTINE. 12. THIS CONTRACTOR SHALL ARRANGE THE WORK SO AS TO ASSURE THAT SERVICES WILL BE SHUT DOWN ONLY DURING THE TIME ACTUALLY REQUIRED TO MAKE THE NECESSARY CONNECTION TO THE EXISTING WORK. THIS CONTRACTOR SHALL GIVE AMPLE WRITTEN NOTICE IN ADVANCE TO THE OWNER OF ANY REQUIRED SHUT DOWN. 13. ALL MOTORS, FANS, CONTROLS, FIXTURES, HVAC UNIT, DUCTWORK AND OTHER EQUIPMENT FOR USE IN THIS CONTRACT SHALL BE PROTECTED BY TARPAULIN OR BY BOXING AS SOON AS DELIVERED TO THE SITE AND SHALL BE KEPT CLEAN.. AND DRY. THE MOTORS, UNITS, FIXTURES, FANS, DUCTWORK AND MOVING PARTS SHALL BE KEPT COVERED SO AS TO ELIMINATE DIRT, DUST AND OTHER MATERIALS ENTERING THE PARTS DURING ERECTION AND CONSTRUCTION WORK ON THE BUILDING. SHOULD IT BE FOUND THAT ANY PARTS ARE DAMAGED DUE TO CARELESSNESS ON THE PART OF THE CONTRACTOR IN NOT PROVIDING PROPER PROTECTION, SUCH PART OR PARTS SHALL BE REPLACED BY THE CONTRACTOR AT THEIR OWN COST AND EXPENSE. ALL OPENINGS IN DUCTS, PIPING, CONDUITS, ETC., SHALL BE PROPERLY PROTECTED WITH TEMPORARY CAPS OR PLUGS AT ALL TIMES. G. DISCREPANCIES IN DOCUMENTS 1. DRAWINGS (PLANS, SPECIFICATIONS AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. WHERE DRAWING. EXISTING SITE CONDITIONS. SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR. ADVISE THE GENERAL CONTRACTOR IN WRITING. PRIOR TO SUBMITTAL OF BID. THE GENERAL CONTRACTOR IS RESPONSIBLE TO ADVISE THE TENANT'S CONSTRUCTION MANAGER. IN WRITING. OF VARIATIONS TO THE CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE. TENANT'S CONSTRUCTION MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. H. TRADE NAMES AND MANUFACTURERS 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM STANDARD FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUIVALENT OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO REVIEW IN WRITING BY THE TENANT'S CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 1. SHOP DRAWINGS 1. SUBMIT THREE COPIES OF MATERIAL LISTS AND SHOP DRAWINGS FOR ALL EQUIPMENT AND DUCT FABRICATION DRAWINGS TO THE TENANT'S CONSTRUCTION MANAGER FOR REVIEW PRIOR TO ORDERING EQUIPMENT. SUBMISSIONS MUST BE EARLY ENOUGH TO ALLOW THE TENANTS CONSTRUCTION MANAGER EIGHT WORKING DAYS FOR REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BE IN ACCORDANCE WITH THE GENERAL CONDITIONS USING THE MANUFACTURER'S LISTED ON THE DRAWINGS. SHOP DRAWINGS SHALL INCLUDE ALL DATA THAT PERTAINS TO THE REQUIREMENTS SET FORTH ON THE DRAWINGS AND IN THE SPECIFICATIONS. THE SUBMITTAL SHALL INCLUDE BUT NOT BE UMITED TO CUTS OR CATALOGS INCLUDING DESCRIPTIVE LITERATURE AND CHARACTERISTICS OF EQUIPMENT SHALL SHOW MAJOR DIMENSIONS, ROUGHING -IN DATA, CAPACITY, CURVES, PRESSURE DROPS, CODE COMPLIANCE, MOTOR AND DRIVE DATA AND ELECTRICAL DATA. OBSERVE SPECIAL INSTRUCTIONS WHEN REQUIRED. SUBMITTALS SHALL BEAR THE STAMP OF THE GENERAL AND SUBCONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THEY ARE IN CONFORMANCE WITH THE CONTRACT DOCUMENTS OR INDICATE WHERE EXCEPTIONS TAKE PLACE. LACK OF SUCH CONTRACTOR'S REVIEW WILL BE CAUSE FOR REJECTION WITHOUT REVIEW BY TENANT'S CONSTRUCTION MANAGER. ALL SHOP DRAWINGS MUST APPEAR IN THE OPERATION AND MAINTENANCE MANUALS LEFT ON SITE AT JOB COMPLETION. 2. TENANTS CONSTRUCTION MANAGER'S OR ARCHITECTS REVIEW OF SHOP DRAWINGS OR SCHEDULES SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBIUTY FOR ERRORS, OMISSIONS OR OTHER DEFICIENCIES OR DEVIATIONS IN THE SHOP DRAWINGS FROM THE CONSTRUCTION DOCUMENTS. 3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND / OR THEIR SUBCONTRACTORS TO FURNISH SHOP DRAWINGS AND SUBMITTALS ON ANY AND ALL EQUIPMENT, DUCT, DAMPERS, CONTROLS ETC. TO THE ARCHITECT FOR THEIR REVIEW PRIOR TO CONSTRUCTION. J. RECORD DRAWINGS 1. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS AND SPECIFICATIONS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS LOCATIONS OF CONCEALED PIPING VALVES AND DUCTS, REVISIONS, ADDENDUM'S AND CHANGE ORDERS, SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS AND CONTRACTOR'S COORDINATION WITH OTHER TRADES AND EXACT ROUTING OF ALL SANITARY AND DOMESTIC WATER PIPING UNDER FLOOR. 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. THE DRAWINGS ARE TO BE TURNED OVER TO THE TENANT. K. GUARANTEE. WARRANTY 1. THE MECHANICAL CONTRACTOR SHALL INCLUDE IN THE PROPOSAL A ONE YEAR GUARANTEE, WARRANTY ON ALL EQUIPMENT AND MATERIAL INSTALLED OR REFURBISHED, ALL MATERIALS AND WORK UNDER THE CONTRACT AND SHALL MAKE GOOD, REPAIR, OR REPLACE AT THEIR OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF WRITTEN ACCEPTANCE OF THE INSTALLATION BY THE TENANTS CONSTRUCTION MANAGER. IN CASE OF REPLACEMENT OR REPAIR OF EQUIPMENT DUE TO FAILURE WITHIN THE GUARANTEE PERIOD, THE GUARANTEE ON THAT PORTION OF WORK SHALL BE EXTENDED FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SUCH REPLACEMENT OR REPAIR. THIS GUARANTEE, WARRANTY IS TO INCLUDE ALL LABOR, MATERIAL PARTS, ETC. NECESSARY TO MAINTAIN THE SYSTEM IN SATISFACTORY OPERATION FOR A PERIOD OF ONE YEAR STARTING FROM THE DATE OF ACCEPTANCE OF THE SYSTEM BY THE TENANT. IT SHALL ALSO INCLUDE ONE SUMMER TO WINTER CHANGEOVER AND ONE WINTER TO SUMMER CHANGEOVER, A NEW SET OF FILTERS AT THE 11ME OF STARTUP AND TWELVE (12) MONTHLY FILTER CHANGES DURING THE FIRST YEAR. THE NORMAL PREVENTATIVE. MAINTENANCE WORK SHALL BE PERFORMED AT THE TIME OF THE FILTER CHANGES. USE ONLY #40 PLEATED TYPE AIR FILTERS. L OPERATIONS MANUALS 1. ONE COPY OF EACH OPERATION AND MAINTENANCE MANUAL FOR ALL EQUIPMENT FURNISHED ON THE JOB SHALL BE PROVIDED TO THE TENANT BOUND TOGETHER IN A 3 INCH, THREE RING BINDER. THE BINDER SHALL INCLUDE BUT NOT BE UMITED TO INSTALLATION, MAINTENANCE AND OPERATING INSTRUCTIONS, PAMPHLETS OR BROCHURES, REVIEWED SHOP DRAWINGS AND WARRANTIES OBTAINED FROM EACH MANUFACTURER OF PRINCIPAL ITEMS OF EQUIPMENT. M. SLEEVES 1. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH ITS RESPECTIVE FLOOR, WALL, OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2 INCHES ABOVE THE FLOOR. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND /OR FLOORS SHALL BE FIRE SEALED WITH APPROVED SEALANTS RATED FOR THE APPLICATION SO AS TO MAINTAIN THE FIRE RATING OF THE ASSEMBLY. CONFORM TO THE U.L ASSEMBLY RATING OF THE FLOOR OR WALL 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE 22 GAUGE GALVANIZED STEEL MINIMUM. 4. DUCT SLEEVES SHALL BE MINIMUM 14 GAUGE STEEL N. HANGERS 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C- CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC. NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL CONCRETE, OR MASONRY, BUT NOT TO PIPING OR DUCTWORK. DUCTWORK SHALL NOT BE SUPPORTED FROM ROOF DECKING AND /OR BRIDGING, BUT SHALL BE SUSPENDED FROM THE TOP CHORD OF BAR JOISTS, STEEL OR OTHER STRUCTURE. DUCTWORK SHALL CLEAR ALL SPRINKLERS AND OTHER OBSTACLES AND SHALL BE HUNG AS HIGH AS POSSIBLE IN WORK AND STORAGE AREAS. WHERE INTERFERENCE'S OCCUR, IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, ACCESS DOORS AND OTHER EQUIPMENT SERVICE REQUIREMENTS AND /OR OTHER TRADES. HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT TO LANDLORD CRITERIA. 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6 INCH LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND . THE PIPE INSULATION. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI- ELECTRICALLY SEPARATED FROM ONE ANOTHER. P. ACCESS DOORS 1. FURNISH STEEL ACCESS DOORS AND FRAMES, MINIMUM 16 INCHES BY 20 INCHES OR AS REQUIRED FOR ADEQUATE ACCESS TO THE GENERAL CONTRACTOR FOR ALL LOCATIONS WHERE NECESSARY TO PROVIDE ACCESS TO CONCEALED VALVES AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION. LOCATION, TYPE, SIZE AND NUMBER WILL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE TENANT CONSTRUCTION MANAGER TO SUIT EQUIPMENT REQUIREMENTS. GENERAL CONTRACTOR WILL INSTALL ACCESS DOORS AND FRAMES. 2. ACCESS DOORS LOCATED IN FIRE -RATED WALLS, FLOORS, CEILING - FLOOR, OR CEILING -ROOF ASSEMBLIES SHALL BE FIRE RATED, U.L LISTED AND LABELED. 3. ACCESS DOORS SHALL BE FLUSH TYPE, MANUFACTURED FROM 14 GAUGE STEEL, COMPLETE WITH FLUSH FLANGE TYPE FRAMES MANUFACTURED FROM 16 GAUGE STEEL PROVIDED WITH ANCHORS. ACCESS DOORS SHALL BE SUITABLE FOR INSTALLATION IN WALL OR CEILING MATERIALS SHOWN IN ROOM FINISH SCHEDULES. PROVIDE ACCESS DOORS FOR ALL CONCEALED VALVES, VENTS, DAMPERS, FIRE DAMPERS, EXPANSION JOINTS, PULL BOXES, SHOCK ABSORBERS, DRAINS, MOTORS, FANS, PUMPS AND ANY OTHER ITEM REQUIRING SERVICE. DOORS IN PLASTER OR CONCRETE SURFACES SHALL HAVE A RECESSED DOOR WITH CONCRETE OR PLASTER FACING. DOORS IN CARPETED OR TILED AREAS SHALL BE RECESSED WITH 11LE FACING. NO ACCESS DOORS ARE REQUIRED IN 2' X 2' AND 2' X 4' LAY -IN ACOUSTIC 11LE CEILING. PROVIDE COLORED PINS TO DENOTE ACCESS 11LES. FURNISH FACTORY MADE METAL ACCESS DOORS, COMPLETELY FLUSH, "ALLAN HEAD" SCREWDRIVER OPERATED, WITH FRAMES AND CAM -TYPE CATCH WITH STAINLESS STEEL STUD. DOORS SHALL BE NOT LESS THAN 12" X 12" FOR HAND ACCESS. DOORS IN WALLS AND CEILING SHALL BE PRIME COATED CARBON STEEL FURNISH FIRE RATED DOORS FOR FIRE RATED CONSTRUCTION. RA11NG OF DOOR MUST BE SAME RA11NG AS CONSTRUCTION. Q. ELECTRIC MOTORS 1. FURNISH, INSTALL AND ALIGN ALL MOTORS REQUIRED FOR THIS EQUIPMENT, UNLESS THEY ARE FACTORY INSTALLED ON THE UNIT. ALL STARTERS AND ASSOCIATED WIRING AND SAFETY SWITCHES FOR SUCH MOTORS SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. STARTERS SHALL MEET ALL REQUIREMENTS AS DEFINED IN THE ELECTRICAL SPECIFICATIONS. 2. DESIGN, CONSTRUCTION AND PERFORMANCE CHARACTERISTICS OF MOTORS SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF LATEST NEMA, ANSI, ISEE STANDARDS FOR ELECTRICAL EQUIPMENT. ALL MOTORS SHALL BE SUITABLE FOR OPERATION ON VOLTAGE VARIATION OF PLUS OR MINUS 10 PERCENT, 40 DEGREES C AMBIENT TEMPERATURE AND HAVE A SERVICE FACTOR OF NOT LESS THAN 1.15. R. LOW VOLTAGE (24 VOLT) WIRING 1. THE CONTRACTOR IS TO INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR THEIR EQUIPMENT. THIS WORK INCLUDES ALL TRANSFORMERS AND DEVICES TO MAKE THIS A COMPLETE FUNCTIONAL SYSTEM. 2. ALL WORK IS TO CONFORM TO THE ELECTRICAL SPECIFICATIONS AND THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. 3. ANY CONDUIT REQUIRED BY CODE OR THE LANDLORD WILL BE INSTALLED BY THE ELECTRICAL SUBCONTRACTOR. 4. SMOKE DETECTORS AND REMOTE TEST STATION i. IONIZING TYPE ARE TO BE USED ON THE RETURN SIDE OF THE AHU AND PHOTO -TYPE ARE TO BE USED ON THE SUPPLY SIDE. ON ALL OTHER TYPES OF HVAC UNITS WHERE SMOKE DUCT DETECTORS ARE REQUIRED, USE FIELD INSTALLED IONIZING TYPE IN RETURN DUCTWORK AND PHOTO -TYPE ON THE SUPPLY LOCATED BEFORE THE FIRST TAKEOFF. ONCE ACTIVATED, THE SMOKE DETECTOR WILL SHUT DOWN HVAC UNIT. ii. SMOKE DETECTORS SHALL HAVE THEIR OWN REMOTE KEY TEST STATION SYSTEM WITH AUDIBLE AND VISUAL ALARM, SIMPLEX MODEL 4098 -9842 OR APPROVED EQUIVALENT. ALARM TO HAVE CANDELA SETTING OF 75 AND A HIGH VOLUME HORN TONE SETTING. ALARM SYSTEM MAY BE DELETED WHERE NOT REQUIRED BY LANDLORD OR BY LOCAL CODE. A. HEATING. VENTILATION AND AIR CONDITIONING 1. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE AND INTEGRATE THE VARIOUS ELEMENTS OF THE HVAC SYSTEM, MATERIALS AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCE'S AND CONFLICTS. B. HVAC EQUIPMENT (REFER TO PLANS FOR SCHEDULE OF EQUIPMENT) 1. PRIMARY HVAC UNITS ARE TO BE AS SCHEDULED. EQUIVALENTS MAY BE SUBSTITUTED WITH WRITTEN APPROVAL ONLY. ALL COMPRESSORS ARE TO INCLUDE A 5 YEAR EXTENDED WARRANTY. 2. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED. 3. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT MUST HAVE A CONDENSATE DRAIN AND BE TRAPPED IN ACCORDANCE WITH MANUFACTURER'S DATA. SEE DRAWINGS FOR ADDITIONAL DETAILS. 4. SECONDARY DRAIN PANS ARE REQUIRED TO BE INSTALLED BENEATH ALL INDOOR AIR CONDITIONING EQUIPMENT WITH THE EXCEPTION OF AIR TERMINAL BOXES. SECONDARY PANS ARE TO PROTECT ENTIRE UNIT. PROVIDE CONDENSATE PUMPS AS REQUIRED. CONDENSATE SHALL BE DIRECTED TO MOP SINK, LAVATORY TRAP OR OTHER APPROVED DRAIN. C. TOILET EXHAUST FANS 1. WHERE SHOWN ON DRAWINGS PROVIDE A TOILET EXHAUST FAN COMPLETE WITH GRAVITY BACKDRAFT DAMPER. ALL DUCTWORK, ROOF OPENINGS AND CAPS NECESSARY TO PROVIDE A COMPLETE EXHAUST SYSTEM SHALL BE PROVIDED BY THE CONTRACTOR. REFER TO PLANS FOR APPLICABILITY. D. BASEBOARD. CABINET AND UNIT HEATERS 1. WHERE SHOWN ON THE DRAWINGS, PROVIDE ELECTRIC HEATERS COMPLETE WITH ELECTRIC HEATING COIL, CONTROLS AND INTEGRAL OR REMOTE THERMOSTAT AS SHOWN. E. INLINE PUMPS 1. WHERE SHOWN ON DRAWINGS, PROVIDE AN INUNE CLOSE COUPLED PUMP(S), BRONZE FITTED. PUMPS SHALL BE FURNISHED WITH BRONZE CASE WEARING RINGS, BRONZE SHAFT SLEEVE AND MECHANICAL SHAFT SEALS. PUMPS TO BE SO CONSTRUCTED THAT THEY MAY BE MOUNTED IN A HORIZONTAL OR VERTICAL PIPE UNE. MOTOR TO BE 1750 RPM UNLESS NOTED OTHERWISE. F. VIBRATION ISOLATION DEVICES 1. VIBRATION ISOLATION DEVICES SHALL BE PROVIDED IN ALL SUPPORTS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, WATER SOURCE HEAT PUMPS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND STRUCTURE. 2. VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND SPRING DEVICES. VIBRATING EQUIPMENT SUPPORTED FROM FLOOR OR DECK SHALL BE ISOLATED WITH HOUSED SPRING MOUNT DEVICES. 3. EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS WHEN SELECTING DEVICES. ADJUST FOR PROPER ALIGNMENT AND LOADING. AVOID "GROUNDING" THE ISOLATOR. 4. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND THE UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. 5. CONSULT MANUFACTURER FOR APPLICATION DATA. G. CURBS AND STEEL FRAMING FOR SUPPORT 1. THIS CONTRACTOR WILL PROVIDE ALL NECESSARY CURBS AND STEEL FRAMING REQUIRED TO INSTALL ALL HVAC EQUIPMENT. CURBS SHALL BE A MINIMUM OF 14 INCHES HIGH AND OF THE SAME MANUFACTURER AS THE EQUIPMENT SUPPORTED. INSULATE UNDER THE COMPRESSOR SECTION TO PREVENT CONDENSATION. ALL CURBS MUST BE INSTALLED SO THAT THE TOP OF CURBS ARE "DEAD" LEVEL ALL PENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE IN ACCORDANCE WITH THE LANDLORD'S GUIDELINES AT THIS CONTRACTOR'S EXPENSE. ALL CONNECTIONS TO ROOFTOP EQUIPMENT SHALL BE INSIDE THE CURB (CONDENSATE DRAIN, POWER WIRING, CONTROL WIRING, ETC.). H. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED 1. NO DUCTWORK SHALL BE FABRICATED PRIOR TO APPROVAL BY THE TENANT'S CONSTRUCTION MANAGER. DEVIATIONS FROM DESIGN MUST BE APPROVED BY TENANTS CONSTRUCTION MANAGER PRIOR TO FABRICATION OR INSTALLATION. ALL DUCT MAINS ARE TO BE RECTANGULAR. ALL DUCT BRANCHES TO DIFFUSERS ARE TO BE ROUND SPIRAL DUCT. 2. ALL DUCTWORK SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH SMACNA LOW VELOCITY AND "HVAC DUCT CONSTRUCTION STANDARDS MANUAL ", LATEST EDITION AND ASHRAE USING PRIME SHEETS OF GALVANIZED STEEL CONFORM TO THE REQUIREMENTS IN THE REFERENCED STANDARD FOR METAL THICKNESS, REINFORCING TYPES AND INTERVALS, TIE ROD APPLICATIONS AND JOINT TYPES AND INTERVALS. ALL SQUARE ELBOWS SHALL BE PROVIDED WITH DOUBLE WALLED VANES ON MAXIMUM 3" CENTERS. PROVIDE SEAL CLASS "C" ON ALL TRAVERSE JOINTS UNLESS SUPERSEDED BY MORE STRINGENT LOCAL CODES. ALL DUCT CONNECTIONS ARE TO BE RIGID AND LEAK FREE ASSEMBLIES. 3. DURING THE CONSTRUCTION PHASE OF THE PROJECT, ANY DUCTWORK INSTALLED IS TO BE COMPLETELY SEALED UP OF ANY OPENINGS, EITHER AT THE BEGINNING OR END OF A DUCT RUN OR AT A BRANCH, COLLAR DIFFUSER OR REGISTER TO AVOID DIRT OR OTHER CONTAMINANTS FROM ENTERING THE SYSTEM. 4. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO 2 INCH WATER GAUGE PRESSURE CLASSIFICATION (VERIFY WHETHER RETURN OR EXHAUST DUCT IS POSITIVE OR NEGATIVE PRESSURE). PRESSURE TEST DUCTS FOR LEAKAGE. REMAKE LEAKING JOINTS AND APPLY SEALANTS AS REQUIRED TO FABRICATE A SYSTEM THAT DOES NOT EXCEED 5 PERCENT LEAKAGE OR LESS AS STATED BY PRESSURE CLASS RATINGS IN SMACNA STANDARDS. 5. AS A MINIMUM, CROSSBREAK ALL FLAT SURFACES OR REINFORCE WITH A BEAD APPROXIMATELY 3/8 INCH WIDE BY 3/16 INCH DEEP ON 12 INCH CENTERS TO PREVENT VIBRATIONS. 6. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. NO WOOD SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. 7. WHERE DUCTS PASS THROUGH ROOFS, FLOORS AND FIRE RATED PARTITIONS, PROVIDE AS MINIMUM 1 -1/2 INCH BY 1 -1/2 INCH BY 1/8 INCH STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. THE ANNULAR SPACE BETWEEN DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY THE ASSEMBLY FIRE RATING. CONTRACTOR TO PROVIDE FIRE OR COMBINATION FIRE / SMOKE DAMPERS AT EACH PENETRATION WHERE REQUIRED BY CODE. 8. ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT SHALL BE SEALED AIR TIGHT WITH DAP CMC DUCT SEALER. JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. 9. SOFT ELASTOMER BUTYL GASKETS WITH ADHESIVE BACKING SHALL BE USED TO SEAL FLANGED JOINTS. 10. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 11. PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, FIRE / SMOKE DAMPERS, CONTROLS AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR INSPECTION. IF THE ACCESS PANEL LOCATION IS EXPOSED TO THE SALES AREA, IT MUST BE APPROVED BY THE TENANTS CONSTRUCTION MANAGER PRIOR TO INSTALLATION. LAY -IN SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND REGISTERS WITH PLASTER FRAMES MAY BE USED AS ACCESS LOCATIONS. 12. ALL BRANCHES AND TAKEOFFS SHALL BE EQUIPPED WITH MANUAL VOLUME CONTROLLING DEVICES HAVING AN INDICATING AND LOCKING DEVICE. 1. FLEXIBLE CONNECTIONS 1. FLEXIBLE COLLARS SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, WATER SOURCE HEAT PUMPS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND DUCTS OR CASINGS. ALSO PROVIDE FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING EXPANSION JOINTS. 2. FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF NEOPRENE - COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. 3. FLEXIBLE CONNECTIONS ARE TO BE RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. 4. FINAL CONNECTIONS TO EXHAUST FAN(S) SHALL BE WITH A HEAVY AIRTIGHT ACID RESISTANT ARE RETARDANT FIBERGLASSED NEOPRENE CONNECTOR, A MINIMUM OF SIX (6) INCHES IN LENGTH. THE CONNECTOR SHALL BE FASTENED TO EQUIPMENT AND DUCT WITH TWO FLEXIBLE REMOVABLE BRASS STRAPS OR ALTERNATE APPROVED METHOD. J. THERMOSTATS A. MOUNT THERMOSTATS 4' -0" (ADA COMPLYING), THERMOSTAT SENSORS 5' -0" ABOVE FINISHED FLOORS AND SET DATE, 11ME, TEMPERATURE, ETC. TURN OVER OPERATING INSTRUCTIONS TO TENANT REPRESENTATIVE. B. THERMOSTATS SHALL BE PROVIDED WITH KEY OPERATED SECURITY COVERS AND DESCRIPTIVE NAMEPLATES. K. FIRE DAMPERS, SMOKE DAMPERS 1. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL FIRE DAMPERS AS REQUIRED BY LANDLORD AND / OR TENANT CRITERIA AND / OR CODES HAVING JURISDICTION. ALL FIRE DAMPERS SHALL COMPLY WITH THE REQUIREMENTS OF THE BOARD OF FIRE UNDERWRITERS, THE LOCAL FIRE MARSHAL AND SHALL BE LABELED AND APPROVED BY UNDERWRITERS LABORATORIES. 2. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIR STREAM AND A 165 DEGREE F FUSIBLE LINK. 3. PROVIDE ALL NECESSARY FRAMING AND SLEEVES FOR DAMPER MOUNTING PER UL AND CODE REQUIREMENTS. 4. PROVIDE DUCT ACCESS DOORS IN AN ACCESSIBLE LOCATION FOR ALL FIRE DAMPERS. DOOR IS TO BE 20 GAUGE GALVANIZED DOOR WITH QUICK - OPENING LATCH AND PIANO HINGE. 5. WHERE REQUIRED BY LOCAL CODES, LANDLORD AND IF INDICATED ON DRAWINGS, PROVIDE UL555S SMOKE DAMPER WITH FIRE /HEAT /SMOKE SENSOR, REVERSIBLE MOTOR AND INTERLOCK WITH ARE ALARM SYSTEM. L FLEXIBLE AIR DUCT 1. FLEXIBLE DUCT FOR CONNECTIONS SHALL BE A FACTORY FABRICATED ASSEMBLY CONSISTING OF AN INNER SLEEVE, INSULATION AND AN OUTER MOISTURE BARRIER. THE INNER SLEEVE SHALL BE CONSTRUCTED OF A CONTINUOUS VINYL COATED SPRING STEEL WIRE HELIX FUSED TO A CONTINUOUS LAYER OF FIBERGLASS IMPREGNATED AND COATED VINYL A 1 1/4" THICK LAYER OF INSULATING BLANKET OF FIBERGLASS WOOL SHALL ENCASE THE INNER SLEEVE AND BE SHEATHED WITH AN OUTER MOISTURE BARRIER OF A BIDIRECTIONAL REINFORCED METALIZED VAPOR BARRIER. THE FLEXIBLE DUCT SHALL BE RATED FOR A MAXIMUM WORKING VELOCITY OF 6000 FPM AND SHALL BE LISTED BY THE UNDERWRITERS LABORATORIES UNDER THEIR UL -181 STANDARDS AS A CLASS 1 DUCT AND SHALL COMPLY WITH NFPA STANDARD - 90A. THE FLEXIBLE DUCT SHALL BE THERMAFLEX M -KC OR APPROVED EQUIVALENT. FLEXIBLE DUCT SHALL ROUTE FROM SHEET METAL DUCTWORK TO CEILING DIFFUSERS ONLY. THERE SHALL BE NO EXPOSED FLEXIBLE DUCT. 2. FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL APPLICATIONS WITH PRIOR APPROVAL FROM THE TENANTS CONSTRUCTION MANAGER. 3. FLEXIBLE DUCT SHALL NOT EXTEND OVER 5 FEET IN LENGTH AT ANY ONE LOCATION. M. SUPPLY AND RETURN AIR TAKEOFF FITTINGS A. RECTANGULAR DUCT 1. PROVIDE 45 DEGREE RECTANGULAR TAKEOFFS FROM MAIN DUCTWORK TO RECTANGULAR BRANCHES. B. SPIRAL DUCT 1. PROVIDE SADDLE OR DIRECT CONNECTION OF A BRANCH DUCT INTO A LARGER DUCT. THE DIAMETER OF THE BRANCH SHALL NOT EXCEED TWO THIRDS OF THE DIAMETER OF THE MAIN. PROTRUSIONS INTO THE MAIN ARE NOT ALLOWED. N. DAMPERS 1. PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS IN EACH BRANCH DUCT AND AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. 2. WHERE ACCESS TO BALANCING DAMPER IS RESTRICTED OR IN AREAS WITH SHEETROCK CEILINGS, YOUNG REGULATORS SHALL BE USED. 3. ALL RECTANGULAR DAMPERS IN OUTSIDE AIR AND RELIEF AIR DUCTS ARE TO BE OPPOSED BLADE TYPE. ALL RECTANGULAR DAMPERS IN RETURN AIR DUCTS TO BE PARALLEL BLADE TYPE. ALL OUTSIDE AIR DUCT DAMPERS MUST ALSO BE OF THE LOW LEAKAGE TYPE. 4. ALL MOTORIZED DAMPERS NOT FURNISHED WITH EQUIPMENT ARE TO BE HONEYWELL DAMPERS. 0. DIFFUSERS. GRILLES AND REGISTERS 1. PROVIDE DIFFUSERS, GRILLES AND REGISTERS AS SCHEDULED. DEVICES TO BE COMPLETE WITH FRAMES AND ALL ACCESSORIES. ALL DIFFUSERS, GRILLES AND REGISTERS IN SHEETROCK CEILINGS TO BE PROVIDED WITH PLASTER FRAMES. FINISH TO BE COORDINATED WITH INTERIOR FINISHES. 2. INSTALL ALL AIR DEVICES AS LOCATED ON THE ARCHITECTURAL REFLECTED CEILING PLAN OR THE MECHANICAL PLAN. P. DUCTWORK INSULATION 1. ALL NEW SUPPLY AND RETURN AIR DUCTWORK WITHIN 10' OF HVAC UNIT SHALL BE ACOUSTICALLY LINED. DUCT SIZES SHOWN ON THE DRAWING ARE INTERNAL FREE AREA SIZES. INTERNAL LINER SHALL BE 1 1/2" THICK DUCT LINER EQUIVALENT TO JOHNS MANVILLE "PERMACOTE LINACOUSTIC" ("R VALUE" = 6.3) AND SHALL BE APPLIED TO THE DUCTWORK WIN FIRE RESISTIVE ADHESIVES AND CADMIUM OR COPPER PLATED MECHANICAL FASTENERS. 2. ALL OUTSIDE AIR AND UNEXPOSED DUCTWORK WITHIN BUILDING, EXCEPT WHERE ACOUSTICALLY LINED, SHALL HAVE 2 INCH, FIBERGLASS DUCT WRAP INSULATION WITH FSK FACING EQUIVALENT TO JOHNS MANVILLE "MICROUTE XG TYPE 75" (INSTALLED "R VALUE" = 5.6). 3. LEADING EDGES OF DUCT INSULATION SHALL BE OVERLAPPED BY ADJOINING INSULATION FOR 6" MINIMUM AND THEN SEALED WITH FOIL VAPOR BARRIER ADHESIVE AND DUCT MASTIC SO THAT NO FIBERGLASS INSULATION IS VISIBLE. 4. ALL INSULATION ON EXISTING PIPING OR DUCTS THAT IS WETTED, DAMAGED, DISTURBED OR REMOVED SHALL BE REPLACED. 5. INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA 90A. 6. ALL INSULATION SHALL HAVE A FLAME SPREAD RA11NG OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RA11NG OF NO HIGHER THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM C 411 OR AS REQUIRED BY LOCAL CODES. 7. EXTERIOR SUPPLY AND RETURN DUCT INSULATION A. SERVICE: RECTANGULAR, SUPPLY -AIR AND RETURN -AIR DUCTS. 1. MATERIAL CLOSED -CELL PHENOLIC FOAM. 2. THICKNESS: 2 INCHES. 3. NUMBER OF LAYERS: TWO. 4. VAPOR RETARDER REQUIRED: YES. A. CLOSED -CELL PHENOLIC -FOAM INSULATION: BLOCK INSULATION OF RIGID, EXPANDED, CLOSED -CELL STRUCTURE. COMPLY WITH ASTM C 1126, TYPE II, GRADE 1. 1. KOOLTHERM INSULATION PRODUCTS, LTD. OR APPROVED EQUIVALENT. A. INSULATION INSTALLED OUTDOORS: FLAME- SPREAD RATING OF 75 OR LESS AND SMOKE - DEVELOPED RA11NG OF 150 OR LESS. B. APPLY INSULATION AS FOLLOWS: A. APPLY TWO -LAYER INSULATION WITH JOINTS TIGHTLY BUTTED AND STAGGERED AT LEAST 3 INCHES. SECURE INNER LAYER WITH 0.062 -INCH, SOFT- ANNEALED, STAINLESS -STEEL WIRE SPACED AT 12 -INCH INTERVALS. SECURE OUTER LAYER WITH STAINLESS -STEEL BANDS AT 12 -INCH INTERVALS. B. ON EXPOSED APPLICATIONS, FINISH INSULATION WITH A SKIM COAT OF MINERAL - FIBER, HYDRAULIC - SETTING CEMENT TO SURFACE OF INSTALLED INSULATION. WHEN DRY, APPLY FLOOD COAT OF LAGGING ADHESIVE AND PRESS ON ONE LAYER OF GLASS CLOTH OR TAPE. OVERLAP EDGES AT LEAST 1 INCH (25 MM). APPLY FINISH COAT OF LAGGING ADHESIVE OVER GLASS CLOTH OR TAPE. THIN THE FINISH COAT TO ACHIEVE SMOOTH FINISH. OUTDOOR JACKET: POLYGUARD PRODUCTS, INC. 'ALUMAGUARD 60' OR MFM BUILDING PRODUCTS CORP. 'FLEXCLAD 400 ". Q. SYSTEM CLEANOUT 1. UPON COMPLETION OF INSTALLATION, CLEAN ENURE SYSTEM BEFORE INSTALLING AIR OUTLETS. CONTRACTOR TO PROVIDE A CERTIFICATION THAT CLEANING WAS ACCOMPLISHED PRIOR TO PROJECT CLOSEOUT. 2. FILTERS MUST BE IN UNITS AT ANY TIME FANS ARE OPERATED. R. SYSTEM TESTING. ADJUSTING AND BALANCING 1. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE COMPLETED BY AN INDEPENDENT CONTRACTOR WHO IS CURRENTLY LICENSED BY THE ASSOCIATED AIR BALANCING COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). NO OTHER BALANCE REPORTS WILL BE REVIEWED OR ACCEPTED. ALL BALANCING WORK MUST BE COMPLETE AND DONE IN ACCORDANCE WITH THE MOST RECENT STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS FOR TESTING SHALL BE MADE BY THE HVAC CONTRACTOR. 2. THE CONTRACTOR SHALL INSTALL NEW FILTERS IN ALL UNITS PRIOR TO THE AIR BALANCING. THE COMPLETE AIR BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS IN MINIMUM POSITION. 3. BALANCE AIR AND WATER QUANTITIES TO WITHIN PLUS OR MINUS 5 PERCENT OF THAT INDICATED ON THE DRAWINGS. ANY REQUIRED CHANGES IN SHEAVES, BELTS, PULLEYS OR THE ADDITION OF DAMPERS REQUIRED TO ACHIEVE SPECIFIED FLOW RATES SHALL BE PROVIDED BY THE HVAC CONTRACTOR WITH NO ADDITIONAL COST TO THE TENANT. 4. THE BALANCE REPORT SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION: A) AABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR. B) INSTRUMENTATION UST WITH LAST CALIBRATION DATES. C) MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED. D) AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS MEASURED BY PITOT TUBE DUCT TRAVERSE AT THE UNITS. E) MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE READINGS FOR EACH LEG. F) MOTOR AND FAN RPM, SHEAVE SIZES AND BELT SIZES AND LENGTHS. G) OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AT FULL COOLING. H) WATER BALANCE DATA INCLUDING GPM WITH INLET AND OUTLET TEMPERATURE AND PRESSURE READINGS. 1) MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. J) FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE DUCTED). K) INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS. 5. ALL CONTROL SEQUENCES SHALL BE TESTED AND OPERATING STATUS RECORDED IN THE REPORT. 6. THREE COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED THROUGH THE GENERAL CONTRACTOR TO THE TENANTS CONSTRUCTION MANAGER FOR REVIEW AND COMMENT. 7. THE BALANCING CONTRACTOR SHALL PERFORM ALL APPLICABLE TESTING AND BALANCING FUNCTIONS REQUIRED FOR THE SYSTEM DESIGNED IN THESE DRAWINGS. THE BALANCING CONTRACTOR SHALL RECHECK ANY ITEMS THAT THE TENANT DEEMS NECESSARY AT NO ADDITIONAL COST TO THE TENANT. 8. FINAL BALANCE REPORT SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL S. FINAL HVAC INSPECTIONS 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, THE TENANT SHALL HAVE THE RIGHT TO HAVE AN INDEPENDENT HVAC CONTRACTOR INSPECT THE FINISHED HVAC INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODES. THE INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT HVAC CONTRACTOR UP TO PLANS AND SPECIFICATIONS REQUIREMENTS AT NO ADDITIONAL COST TO THE TENANT. T. INDOOR AIR QUALITY 1. NO ANALYSIS HAS BEEN MADE WITH REGARD TO SOURCES OR POTENTIAL SOURCES OF INDOOR OR OUTDOOR AIR CONTAMINANTS OR LEVELS OF CONTAMINATION. 2. IT IS THE RESPONSIBIUTY OF THE GENERAL AND MECHANICAL CONTRACTOR TO INFORM THE TENANT'S REPRESENTATIVE, LANDLORD AND TENANT'S ARCHITECT IF ANY SOURCE OR POTENTIAL SOURCE OF INDOOR AIR CONTAMINATION IS IDENTIFIED. 3. PRIOR TO ENCLOSING SPACES SUCH AS PLUMBING CHASES, AIR SHAFTS AND RETURN AIR PLENUMS CLEAN ALL AREAS THOROUGHLY. THE CONTRACTOR SHALL GUARANTEE THAT THE PLENUM CHAMBER USED FOR RECIRCULATING OF AIR WILL BE OF TIGHT CONSTRUCTION AND THAT ALL SOURCES OF CONTAMINATION FROM TRAPS, SOIL STACKS, DOWNSPOUTS, VENTS, EXHAUST DISCHARGES AND OTHER SOURCES WILL BE ENCLOSED SO THAT NO CONTAMINATED AIR WILL BE RECIRCULATED. 4. PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES SHUT OFF THE HVAC SYSTEM, BLOCK OFF ALL AIR GRILLS, DIFFUSERS AND OTHER OPENINGS OUTSIDE THE IMMEDIATE CONSTRUCTION AREA. OPENINGS TO ADJACENT TENANT SPACES SHALL BE COVERED WITH FILTER MEDIA TO PREVENT DUST AND OTHER AIRBORNE CONTAMINANTS FROM PASSING TO ADJOINING SPACES. 5. CONTRACTOR TO INSTALL TEMPORARY EXHAUST SYSTEM TO VENTILATE CONSTRUCTION SITE AND KEEP SITE UNDER SLIGHT NEGATIVE PRESSURE DURING ALL HOURS OF CONSTRUCTION, EVEN IF AFTER NORMAL BUSINESS HOURS. 6. CONTRACTOR TO INSTALL TEMPORARY BARRIERS TO PROTECT ADJACENT SPACES FROM DUST, PARTICULATES, VAPORS AND NOISE. WHERE TEMPORARY BARRIERS ARE INSTALLED ALWAYS MAINTAIN FIRE EXITS AND EXITWAYS. NEW EQUIPMENT GENERAL NOTES 1. MECHANICAL CONTRACTOR TO PURCHASE EXTENDED 5 -YEAR WARRANTY FOR THE HVAC EQUIPMENT AND PRESENT DISNEY'S CONSTRUCTION MANAGER WITH THE COMPLETED DOCUMENTS PRIOR TO PROJECT CLOSEOUT. LANDLORD NOTES - MEP 1. * *ADD NOTES AS REQUIRED ** LEGEND t!1 �VD �w1 SAD 100 4W 12 "DIA.N I X/Y SAD RET TR CEILING SUPPLY AIR DIFFUSER 24/24 CEILING SUPPLY AIR DIFFUSER 12/12 CEILING RETURN AIR GRILLE 24/24 THERMOSTAT NEW DUCTWORK NEW DUCTWORK WITH ACOUSTICAL LINING EXISTING DUCT TO REMAIN VOLUME DAMPER VOLUME DAMPER W/ REMOTE OPERATOR TYPE OF AIR DEVICE AIR QUANTITY (CFM) NECK SIZE, ROUND OR RECTANGULAR DIRECTION OF AIR FLOW X, INCHES, SIDE OF DUCT SHOWING SUPPLY AIR DIFFUSER RETURN AIR GRILLE TOP REGISTER FIRE DAMPER SMOKE DAMPER FIRE / SMOKE DAMPER BACKDRAFT DAMPER SMOKE DETECTOR SUPPLY - PHOTOELECTRIC SMOKE DETECTOR RETURN - IONIZATION EXISTING RELOCATE FLEXIBLE CONNECTION k\-0 CITY FAUIC I A APR 0 7, 2011 PERMIT CENTER SEPARATE PERMIT APPROVAL REQUIRED TD1102Jl10 Linane /Drews Architects West Burbank Blvd Floor CA 91505 Fax •:••••11.■ -K- a.1f_Ma a -Ii . I�v� vv v 1111. 3500 �/ Second Burbank, 818.972.5080 818.848.3895 All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. : 0 p 3 IL �.i , • -1781' dp44� DON PENN CONSULTING ENGINEER 836 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 78051 817- 410 -2858 FAX 817 -251 -8411 ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 No. REVISION ISSUES: DATE A A A A A A A A A -. - .. js)g� store WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By DM A/E Job Number TD1102.00 Checked By KG File Name TD1102Jd10 Project Mgr. DM Scale: Title: MECHANICAL SPECIFICATIONS Sheet No. h .o r M 1 . 0 PLOT DATE 3.25.2011 TD1102_ l30 Linane /Drews Architects Disney Westfield Tukwila, Store Southcenter WA 4712 SQUARE FEET BEAM CLAMP (MAX ASHRAE DESIGN CONDITIONS COOLING OA DB 81 COOLING OA WB COOLING IA DB 75 COOLING IA WB 63 HEATING OA 23' HEATING IA 70 ROOF U- FACTOR 0.100 LIGHTING WATTS 9000 1.9 W /SQ FT LIGHT DIVERS. 1.2' MISC. WATTS 4000 VENT CFM - MIN OA 1146 SQ FT /PERSON 70 VENT CFM /PERSON 15.0 NO OF PEOPLE 67 WALL AREA 0 WALL U- FACTOR 0.35 PEOPLE SENS HEAT 250 PEOPLE LATENT 200 2x2.06 GA. WEIGHT 500 LBW OF JOISTS. OF JOISTS. MA11111Mi M/4 AN I �r -,j'■ ' DIA. CONTINUOUS — _ _ —_ _—_ —_ _ - - COOLING LOAD SUMMARY I/2" GoNT1NUoU5 IA t � THADED ROD. - \ TH ADED J015T rAI\ _ TJ015T No. REVISION ISSUES: DATE _ 3/8' MACHINE _ SENSIBLE HEAT GAIN LATENT HEAT GAIN _ BOLT PEOPLE 16829 PEOPLE 13463 VENTILATION 7460 VENTILATION 2629 ROOF LOAD 37225 LIGHT LOAD 36860 MISC LOAD 13652 WALL LOAD 0 A A V- ■V. METAL STRAP _, ., .-' orise?ep WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 _ •+ _ Checked By KG File Name TD1102_M30 Project Mgr. DM NoT1=s DISTANCE BETWEEN DUCT HANGERS SHALL RULVORDAE MTH ITHE tZ NG jiSDIG IS Title: MECHANICAL DETAILS, HVAC CALCULATIONS :II Sheet No. 0 M3.O TOTAL SENSIBLE 112026 TOTAL LATENT 16091 I' X 16 GA. MIN (DUCTS OVER 2 5Q. FT.) MAX. 700 Leh. I• X 18 GA. MIN (DUCTS UNDER 2 SO. FTJ MAX. 420 Leh. a Trot.i OF DUGT � FAAS, 4 'SAP UNDER TOTAL COOLING LOAD 128118 BTUH 1.09 CFM /SQ FT SENS/TOTAL RATIO 87 % 27 BTUH /SQ FT NOMINAL CFM 5139 CFM 10.7 TONS 441 SQ FT /TON SIZE sty 36' . DI MAX DUGTIAIORK SUPPORT DETAIL MAX WEIGHT PER - -- — - 481 CFM /TON NOT TO SCALE FOOT = lb LBS. RECTANGULAR DUCTS AWMNUM MIN. ROUND DUGT SUPPORT DETAIL -- -- -- --- - HEATING LOAD SUMMARY MAX. SIDE INGHEe, MIN. 6ALV. sir. GAUGE B 4 S 6AUWE NOT TO SCALE THROUGH 12 26 (0.022 IN) 24 (0.020 INJ 13 THROUGH 30 24 (0.028 IN,) 22 (0.025 IN) ROUND DUCTS 31 THROUGH 54 22 (0.034 IN) 20 (0.032 IN) SPIRAL SEAM LONGITUDINAL SEAM 56 THROUGH 84 20 (0.040 IN) 18 (0.040 IN.) DUGT STEEL MIN. DUGT STEEL MIN. 191111165 STEEL MIN. oVER 84 18 (0.052 INJ lb (o.05I 1NJ DIAMETER Noes 6ALV. SHT. GAUGE GALV. SHT. GAUGE 6ALV. SHT. GAUGE THROUGH 12 28 (O .014 INS) 26 (0.022 IN) 26 (0.022 IN,) 13 THIRCU6H lb 26 (0.022 IN.) 24 (0.028 INJ 24 (0.028 INJ Iq THROUGH 28 24 (0.028 IN.) 22 (0.034 INJ 22 (0.034 IN) 357 THROUGH 5522 200 (0.034 .040 i U Ie (0.52 INJ N) I8 (0.0052 IN) - - - - °- - -- - SENSIBLE HEAT GAIN LATENT HEAT GAIN - — - - -- - - - -- - -- - VENTILATION 58440 VENTILATION 0 ROOF LOAD 22146 WALL LOAD 0 TOTAL SENSIBLE 80587 TOTAL LATENT 0 TOTAL HEATING LOAD 80587 BTUH NOMINAL KW ELEC HEAT 24 KW MINIMUM KW ELEC HEAT 25 KW (BASED ON 15 DEG F RISE) HVAG CALCULATION N.T.S. 7 DUGW1ORK SUPPORT PETAL N.T.S. (3 ROOFLINE *502OGG YOUNG GABLE VOLUME DAMPER REGULATOR - BOWDEN CONTROL SYSTEMS. DUCTWORK CONTROL CABLE 4110 -275 CONTROLLER MOUNTED ON TOP OF DIFFUSER WITH ice/ \‘V s- 4'� � /% \ :...._...__. "... i ROOF JOISTS � • BAGKDRAFT DAMPER 8'I EXHT DUGT BY MEC.H. CONTR. TO LL SUPPLIED EXHAUr'T .- N R1JBE IN—S4 AR VIBRATION ISOLATORS 2. =— SEISMIC RESTRAINT GABLE. 5020CG DAMPER. LAY -IN DIFFUSER OR GRILLE IN 6•PBOARD CEILING CEILING 4..1116... REMOTE VOLUME DAMPER DETAIL .AIU1 , ' (rt P.4 FOR EACH UNIT) EXHAUST FAN E P NOT TO SCALE '__ 6Vr EXHAUST - TOILET EXHAUST FAN DETAIL N.TS. , REMOTE VOLUME DAMPER DTL. N.T.S. ^ L ROUND DUCT RECTANSU.AR DUGT WAG UNIT rR1zNAL INSULATION - - WARE REG/UIRED. — AIRFLOW --- ZJ3Z RY ACCESSORY . TAKE OFF NNER NYLON 66 SCREI^ED AND SEALED WITH — DUGT S DUGTSTRAP CLAMS. SEALANT TO DUGT. - = jil �— YgJOE DAMPER (BEYOND) l 1/ METAL SCREW CONICAL AT INNS UPPER. -ROOF CURB, 12' MN. HEIGHT / f. � VOLUM D — ADJUSTMENT. GL. CLG. r s _ ' GEILIN DIFFUSER CIiYR ' i rig► ` APR 0 74011 � 4 ' r w i Rt1Nr r / PERMIT CE fPRO� 4 /ERE 4 FLEXIBLE CONNECTIONS I a - -w ■w ■w r w . INSTALLED ABOVE R00F. IF REQUIRED) - f \ ,.,r lo■v, NOTES, / 7 I FLEXIBLE DUGT IS TO BE USED FOR VERTICAL DROPS ONLY. RUNOUTS AND Et.BOWS ARE TO BE SHEETMETAL DUGT. THE MECHANICAL CONTRACTOR MUST PROVIDE ADAPTERS FOR DID WITH SGIJARE AND REGTANSUW? NECKS A5 RhQI11RED. INNER LINBi TO 56GUZED , MIME= EXTERNAL TO COLLAR BY NYLON STRAP AND THREE SHEET METAL SCREWS TO — — — — J I �- I SUPPLY AIR J L PREVENT LINER FROM SUPPING OFF COLLAR. MAXIMUM FLEX DUCT IS 3 — — — .''. f�� .�,, L.. RETURN AIR .�, FEET. GUT SMALL SLIT IN LINBZ AT DAMPER ADJUSTMENT IN/STRING OR WIRE MARKER TO SHOP( LOCATION. BOTTOM D I SGHARC�E INSULATION. FLEX DUGT DETAIL, ACOUSTICAL INSULATION WITHIN 10' OF UNIT SUPPLY AND RETURN AIR ��ROU� A NOT TO SCALE OUTIN5 LO . HVAG ROOF TOP UNIT DETAIL N.T. S� BOTTOM D I SGHARGE DUGT DTI N.T. Sr EXPOSED DUCT/DIFFUSER UT� . N.TS. 1 TD1102_ l30 Linane /Drews Architects West Burbank Blvd Floor CA 91505 Fax ■: _.z._.a1...W_ i•71' Irv�l�v�' v 3500 V s/ Second Burbank, 818.972.5080 818.848.3895 All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. dpry DON PENN CONSULTING ENGINEER 636 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 70061 817 - 410 -2858 FAX 817 -251 -8411 ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 No. REVISION ISSUES: DATE A A A A A A A A A A _, ., .-' orise?ep WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By DM A/E Job Number TD1102.00 Checked By KG File Name TD1102_M30 Project Mgr. DM Scale: Title: MECHANICAL DETAILS, HVAC CALCULATIONS :II Sheet No. 0 M3.O PLOT DATE 3.25.2011 DIVISION 16 - ELECTRICAL SECTION 16000 BASIC ELECTRICAL REQUIREMENTS A. GENERAL CONDITIONS 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, ARE A PART OF THIS CONTRACT. 2. THE GENERAL CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE ENURE SPECIFICATION AND REVIEW DRAWINGS FOR ALL OTHER TRADES 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING A FULL SET OF BID DOCUMENTS INCLUDING SPECIFICATIONS AND MUST COORDINATE HIS WORK 4. THE GENRAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING HIS BID TO DETERMINE CONDITIONS AFFECTING THE WORK. BIDS SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. 5. WHEN USED, THE TERM "PROVIDED BY GENERAL CONTRACTOR" SHALL BE INTERPRETED AS MEANING 'FURNISHED AND INSTALLED BY GENERAL CONTRACTOR" WITH THE EXCEPTION WHERE ITEMS ARE "PROVIDED BY TDS" SHALL BE INTERPRETED AS MEANING "FURNISHED BY TDS" (INSTALLED BY GENERAL CONTRACTOR), EXCEPT WHERE NOTED OTHERWISE. B. GENERAL REQUIREMENTS 1. THE GENERAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE AND FULLY FUNCTIONAL ELECTRICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR POWER COMPANY SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. CLOSELY COORDINATE THE ENURE INSTALLATION WITH LANDLORD AND /OR POWER COMPANY AS REQUIRED. PROVIDE EQUIPMENT THAT IS RATED FOR AVAILABLE FAULT CURRENT LEVELS. FIELD VERIFY THE EXACT TYPE, SIZE, LOCATION, REQUIREMENTS, ETC. OF EXISTING POWER AND TELEPHONE FACILITIES PRIOR TO SUBMISSION OF BID. 2. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW„ UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES, WHICHEVER IS MORE STRINGENT. 3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE PROVIDED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK OR WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART OF CONTRACT. 4. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S CRITERIA, THE GENERAL CONTRACTOR IS STILL RESPONSIBLE FOR PROVIDING THE SYSTEM AS DESIGNED AND DESCRIBED ON THE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 5. ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATION, SERVICING, MAINTENANCE AND REPAIR. 6. THE GENERAL CONTRACTOR SHALL DO ALL CUTTING, CORE DRILLING, CHASING OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THIS DIVISION. CUTTING SHALL HAVE PRIOR APPROVAL BY THE DISNEY STORE PROJECT MANAGER AND THE LANDLORD. PATCHING SHALL MATCH FINISH OF SURROUNDING AREA. 7. THE GENERAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. C. TEMPORARY LIGHT AND POWER 1. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY LIGHT AT A LEVEL OF 30 FOOT CANDLE THROUGHOUT THE SPACE AND POWER WITH RELATED GROUND FAULT INTERRUPTION PROTECTION FOR ALL CONTRACTORS AND IS RESPONSIBLE FOR ITS REMOVAL 2. THIS GENERAL CONTRACTOR SHALL PAY FOR ALL ELECTRICITY PRIOR TO STORE MERCHANDISING AND SHALL INCLUDE COST IN BID. D. CODES 1. ALL WORK SHALL BE PERFORMED IN A NEAT AND PROFESSIONAL MANNER USING GOOD ENGINEERING PRACTICES. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE; LANDLORD'S CRITERIA; THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES; SAFETY AND HEALTH CODES; NFPA CODES; ENERGY CODES; AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THE GENERAL CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THE GENERAL CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY DISNEY TO THE GENERAL CONTRACTOR. E. LICENSES. PERMITS. INSPECTIONS & FEES 1. THE GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO HIS WORK. 2. FURNISH TO THE TDS PROJECT MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. F. SHOP DRAWINGS 1. SUBMIT TWO COPIES OF MATERIAL LISTS AND SHOP DRAWINGS FOR ALL EQUIPMENT TO THE GENERAL CONTRACTOR FOR APPROVAL PRIOR TO ORDERING EQUIPMENT. SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW EIGHT WORKING DAYS FOR THE GENERAL CONTRACTOR TO REVIEW SUBMITTAL WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BE IN ACCORDANCE WITH GENERAL CONDITIONS AND THE MANUFACTURER'S LISTED ON THE DRAWINGS. SHOP DRAWINGS SHALL INCLUDE ALL DATA THAT PERTAINS TO THE REQUIREMENTS SET FORTH ON THE DRAWINGS AND IN THE SPECIFICATIONS. SUBMITTALS SHALL BEAR THE STAMP OF THE GENERAL CONTRACTOR AND SUB - CONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THEY ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS. ANY EXCEPTIONS TO SPECIFICATIONS OR DRAWINGS SHALL BE INDICATED TO TENANT PROJECT MANAGER. LACK OF SUCH CONTRACTOR'S REVIEW AND APPROVAL WILL BE CAUSE FOR REJECTION WITHOUT REVIEW BY TENANT PROJECT MANAGER. G. TRADE NAMES AND MANUFACTURERS 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM STANDARD FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY TENANT PROJECT MANAGER PRIOR TO ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE GENERAL CONTRACTOR'S EXPENSE. H. GUARANTEE 1. THE GENERAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK UNDER HIS CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT HIS OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY THE TENANT PROJECT MANAGER. PROVIDED EXTENDED WARRANTIES AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. I. RECORD DRAWINGS 1. THE GENERAL CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS AND SPECIFICATIONS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: A. LOCATION OF JUNCTION BOXES AND RECEPTACLES. B. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. C. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVAL EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WIN OTHER TRADES. D. ROUTING OF ANY UNDERGROUND OR UNDER SLAB CONDUITS. 2. AT COMPLETION OF PROJECT AND BEFORE FINAL APPROVAL, THE GENERAL CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON AND TURN OVER TO THE DISNEY. TD1102 E10 J. DISCREPANCIES IN DOCUMENTS 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE ELECTRICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE THE GENERAL CONTRACTOR IN WRITING PRIOR TO SUBMITTAL OF BID. THE GENERAL CONTRACTOR IS RESPONSIBLE TO ADVISE THE TENANT PROJECT MANAGER IN WRITING OF ANY VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF THE BID. OTHERWISE, THE TDS PROJECT MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. 2. THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SCHEMATIC IN NATURE. TDS SHALL HAVE THE RIGHT TO RELOCATE ANY OUTLETS OR FIXTURES PRIOR TO ROUGH -IN WITHOUT ADDITIONAL COST, UP TO 10 FEET. K. SLEEVES 1. THE GENERAL CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH ITS RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND /OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THE ARE RATING OF THE FLOOR OR WALL CONFORM TO U.L ASSEMBLY RATING OF FLOOR OR WALL 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS AND PARTITIONS SHALL BE STANDARD WEIGHT BLOCK STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL CONDUIT, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. L HANGERS, 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, WIRE, UNISTRUT, C- CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO OTHER CONDUIT, DUCTWORK OR PIPING. HANGERS UPPER ATTACHMENT MUST BE SUPPORTED FROM THE TOP OF NE BAR JOIST. HANGING FROM METAL DECK IS NOT PERMITTED. WHERE INTERFERENCE OCCUR, IN ORDER TO SUPPORT CONDUIT, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, JUNCTION BOXES, ACCESS DOORS, OTHER EQUIPMENT SERVICE REQUIREMENTS AND /OR OTHER TRADES. HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT TO LANDLORD CRITERIA AND AS DIRECTED BY THE TDS PROJECT MANAGER. M. OPERATIONS MANUALS 1. ONE COPY OF EACH OPERATION AND MAINTENANCE MANUAL FOR ALL EQUIPMENT FURNISHED ON JOB SHALL BE COLLECTED AND INSERTED IN A 3" THREE RING BINDER AND SENT TO THE OFFICE OF THE DISNEY STORE'S PROJECT MANAGER. N FINAL ELECTRICAL INSPECTIONS 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, THE DISNEY STORE SHALL HAVE THE RIGHT TO HAVE AN INDEPENDENT GENERAL CONTRACTOR INSPECT THE FINISHED ELECTRICAL INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODES. THE ORIGINAL GENERAL CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED UP TO PLAN AND SPECIFICATION REQUIREMENTS AT NO COST TO THE DISNEY STORE. SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS A. SCOPE OF WORK 1. THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING. INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE ELECTRICAL SYSTEMS AS SHOWN ON NE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: a. A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM INCLUDING SERVICE AND DISTRIBUTION EQUIPMENT AS SHOWN ON THE DRAWINGS. ALSO, FEEDERS, BRANCH CIRCUIT PANELS, BRANCH CIRCUITS, JUNCTION BOXES, OUTLET BOXES, WIRING DEVICES, COVERPLATES, CONDUITS, WIRES, ETC. b. METERING EQUIPMENT AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY THE UTILITY COMPANY AND /OR LANDLORD. c. THE WIRING OF MECHANICAL EQUIPMENT AS OUTLINED ON THE DRAWINGS AND IN THE SPECIFICATIONS. WORK SHALL INCLUDE ALL STARTERS, DISCONNECTS, AND POWER WIRING OF MECHANICAL EQUIPMENT EXCEPT AS SPECIFICALLY NOTED OTHERWISE. ALL LOW VOLTAGE (24 VOLT) TEMPERATURE CONTROL WIRING SHALL BE THE RESPONSIBILITY OF NE MECHANICAL CONTRACTOR UNLESS OTHERWISE SPECIFICALLY NOTED ON DRAWINGS. CONDUIT & PULL STRINGS FOR CONTROL WIRING IS TO BE INCLUDED BY. G.C. d. INSTALLATION OF LIGHT FIXTURES AND LAMPS AS SHOWN ON THE DRAWINGS INCLUDING ALL DEVICES, EQUIPMENT, ETC. REQUIRED FOR MOUNTING. e. INSTALLATION OF THE ENTERTAINMENT LIGHTING SYSTEM COMPONENTS INCLUDING ALL LINE VOLTAGE AND LOW VOLTAGE DATA CABLES HOOK -UPS AND DIMMING SYSTEM AS SHOWN ON THE DRAWINGS. A COMPLETE CONDUIT SYSTEM FOR TELEPHONE /DATA INCLUDING TERMINAL BOARD, BRANCH CONDUITS, OUTLET BOXES, PULL WIRES, GROUND CONDUCTORS, COVERPLATES, ETC. f. 9. A COMPLETE EMERGENCY AND EXIT LIGHTING SYSTEM AS SHOWN ON THE DRAWINGS. h. TEMPORARY SERVICE AS INDICATED IN THE SPECIFICATIONS, INCLUDING ITS REMOVAL i. FINAL CONNECTIONS TO ALL SIGNS, CORNICE LIGHTING, CASE LIGHTING, ETC. AS SHOWN ON DRAWINGS. J. k. INSTALLATION OF CONDUIT WITH PULL WIRES FOR SOUND SYSTEM AS SHOWN ON DRAWINGS. SMOKE /FIRE ALARM WIRING, DEVICES AND CONDUIT, AS SHOWN OR DESCRIBED ON DRAWINGS TO MEET LANDLORD, STATE, LOCAL, INSURANCE AND FIRE DEPARTMENT REQUIREMENTS. I. INSTALLATION OF DATA LINE WIRING AND CONDUIT. CABLE AND FINAL CONNECTIONS BY TDS. 2. WORK NOT INCLUDED THE FOLLOWING ITEMS OF ELECTRICAL CONSTRUCTION ARE NOT INCLUDED IN THIS CONTRACT: a. 24 VOLT TEMPERATURE CONTROL WIRING b. TELEPHONE INSTRUMENTS AND WIRING c. STEREO AND SPEAKER WIRING. d. FINAL DATA LINE CONNECTIONS. e. SEE RESPONSIBILITY TABLE ON E1.0 FOR MORE INFORMATION. 3. BEFORE STARTING WORK, THE GENERAL CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, FIRE PROTECTION, MECHANICAL, AND PLUMBING PLANS, SHOP DRAWINGS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE ELECTRICAL SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCE AND CONFRONTATIONS. B. CONDU 1. THE GENERAL CONTRACTOR SHALL PROVIDE ALL CONDUITS SERVING ALL EQUIPMENT, INCLUDING BUT NOT LIMITED TO, LIGHTING, RECEPTACLES, HEATING, AIR CONDITIONING, PLUMBING EQUIPMENT, TELEPHONE, AND ELECTRICAL EQUIPMENT. 2. ALL PANEL AND SERVICE FEEDERS SHALL BE IN GALVANIZED IMC 2" AND LARGER AND EMT FOR UNDER 2' AS REQUIRED BY LOCAL CODES AND THE LANDLORD. ALL CONDUIT IS TO BE UL LABELED. EMT SHALL BE ACCEPTABLE FOR BRANCH CIRCUITS RUN ABOVE SUSPENDED CEILINGS OR CONCEALED IN INTERIOR PARTITIONS. EMT CONNECTORS SHALL BE STEEL SET SCREW TYPE. CONDUIT UNDER SLAB ON GRADE SHALL BE RIGID STEEL OR A.B.S. 3. MINIMUM SIZES OF CONDUIT SHALL BE 1/2" FOR INDIVIDUAL LIGHTING FIXTURE CONNECTIONS OR TO INDIVIDUAL LIGHT SWITCHES AND 3/4" FOR ALL OTHER LOCATIONS. HVAC CONTROL WIRING IS REQUIRED TO BE RUN IN CONDUIT, IT SHALL BE MINIMUM OF 3/4" SIZE, UNLESS NOTED OTHERWISE ON DRAWINGS. ALL IN /UNDER FLOOR SLAB CONDUIT SHALL BE OF MINIMUM 3/4" SIZE. 4. SUPPORT ALL CONDUIT, INCLUDING SEISMIC AND SWAY BRACING, IN ACCORDANCE WITH THE NEC AND LOCAL CODES. 5. GENERALLY, ALL CONDUIT SHALL BE CONCEALED EXCEPT FOR UNFINISHED AREAS, SUCH AS EQUIPMENT ROOMS. EXPOSED CONDUIT SHALL BE ALLOWED ONLY AS NOTED ON PLAN AND AS APPROVED BY THE DISNEY STORE PROGRAM MANAGER. PAINTING OF CONDUITS WILL BE BY GENERAL CONTRACTOR. 6. FLEXIBLE METAL CONDUIT OR "MC" TYPE CABLE a. BOTH THE FLEXIBLE METAL CONDUIT AND "MC" TYPE CABLE AND THEIR ASSOCIATED FITTINGS ARE TO BE LISTED FOR GROUNDING. A GREEN GROUNDING CONDUCTOR SHALL BE PROVIDED FOR IN EITHER TYPE. ALL CONNECTORS ARE TO BE OF A NEMA APPROVED TYPE. b. FLEXIBLE CONDUIT OR "MC" TYPE CABLE SHALL BE ACCEPTABLE FOR THE FOLLOWING APPLICATIONS AND SHALL NOT EXCEED 6 FEET IN LENGTH: 1. FINAL CONNECTIONS TO MOTORS. 2. FINAL CONNECTIONS INTO AND OUT OF THE TRANSFORMER. 3. FINAL CONNECTIONS TO OUTLETS ON VIBRATING EQUIPMENT. 4. FINAL INTER - CONNECTIONS BETWEEN LIGHT FIXTURES. 5. FINAL CONNECTIONS WHERE RIGID CONDUIT IS NOT PRACTICAL 6. IN HIDDEN CONDITIONS WHERE PERMITTED BY CODE. c. THE USE OF ROMEX, IS NOT PERMITTED. d. CONNECTION TO OUTDOOR EQUIPMENT MUST BE WEATHERPROOF, I.E. LIQUIDTIGHT OR SEALTIGHT. 7. PROVIDE PULL- STRING IN ALL EMPTY CONDUITS. 8. HOME RUNS AND MAIN CONDUIT RUNS ARE TO BE HELD TIGHT TO STRUCTURE ABOVE OR AS REQUIRED TO ALLOW PROPER CLEARANCE OF CEILING AND OTHER TRADES WORK. 9. ALL CONDUIT SHALL BE RUN PARALLEL OR PERPENDICULAR TO COLUMN LINES. 10. ALL CONDUITS MUST BE SIZED PER NEC AND LOCAL CODES AND AS SPECIFIED. C. OUTLET BOXES 1. ALL OUTLET BOXES SHALL BE GALVANIZED PRESSED STEEL OF THE STANDARD KNOCKOUT TYPE. NO ROUND OUTLET BOXES SHALL BE PERMITTED, EXCEPT AS SPECIFICALLY NOTED ON DRAWINGS. BOXES SHALL BE OF THE NEC CODE SIZE FOR THE NUMBER OF WIRES PASSING THROUGH OR TERMINATING THEREIN BUT IN NO CASE SHALL BE SMALLER THAN 2 1/8" SQUARE. 2. ALL KNOCKOUT BOXES, UPON WHICH LIGHTING FIXTURES ARE TO BE INSTALLED, SHALL BE EQUIPPED WITH 3/8" FIXTURE STUDS. 3. EXTERIOR BOXES SHALL BE CAST RUST - RESISTING METAL WITH GASKETED COVERS. 4. INSTALL BOXES RIGIDLY FROM BUILDING STRUCTURE AND SUPPORT INDEPENDENTLY OF THE CONDUIT SYSTEM. ALSO PROVIDE SUITABLE BOX EXTENSIONS TO EXTEND BOXES TO FINISHED FACES OF FLOORS, CEILINGS, WALLS ETC. ALL RECEPTACLE OUTLET BOXES TO HAVE SUITABLE BLOCKING BEHIND THEM OR PRE - MANUFACTURED 'CADDY' TYPE BRACING CLIPS ADDED TO MINIMIZE THE DEFLECTION THAT OCCURS WHEN PLUGGING /UNPLUGGING INTO THESE DEVICES. 5. WHERE A 277 VOLT LIGHT SWITCH IS GANGED WITH A 120 VOLT RECEPTACLE OR LIGHT SWITCH, PROVIDE A SUITABLE DIVIDER OR SEPARATE JUNCTION BOXES IN ACCORDANCE WITH NEC AND LOCAL CODES. 6. UNLESS OTHERWISE NOTED ON DRAWINGS OR OTHERWISE REQUIRED BY THE NATIONAL ELECTRIC CODE, HANDICAP CODES OR LOCAL CODES, OUTLET HEIGHTS SHALL BE AS FOLLOWS: a. SWITCH HEIGHT 48" A.F.F. TO CENTERLINE OF SWITCH. b. CONVENIENCE OUTLETS: SALES: SHALL BE INSTALLED ON B.O. FIXTURE BASE NON- SALES: 18" A.F.F. TO CENTERLINE OF RECEPTACLE., U.O.N c. TELEPHONE OUTLETS HEIGHT TO CENTERLINE OF OUTLET PER PLAN. D. JUNCTION AND PULL BOXES 1. THE PLANS INDICATE ONLY SCHEMATIC ROUTINGS FOR CONDUIT RUNS. THIS CONTRACTOR SHALL PROVIDE ADDITIONAL BOXES WHERE REQUIRED BY FIELD CONDITIONS OR BY CODES. E. 2. BOXES AND COVERS SHALL BE OF CODE GAUGE GALVANIZED STEEL 3. INSTALL BOXES RIGIDLY SUPPORTED FROM THE BUILDING STRUCTURE AND SUPPORTED INDEPENDENT OF THE CONDUIT SYSTEM. 4. ARRANGE CIRCUITS TO AVOID THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILING AND OTHER INACCESSIBLE LOCATIONS. WIRING 1. CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS SHALL BE COPPER AND THE AWG SIZE AND TYPE AS SHOWN ON DRAWINGS. MINIMUM WIRE SIZE SHALL BE #12. THECONDUCTORS SHALL HAVE 600 VOLT INSULATION, TYPE THW, THWN OR THHN. 2. MINIMUM WIRE SIZE - 20 AMP. BRANCH CIRCUIT SHALL BE AWG LISTED SIZE PER DISTANCE SHOWN BELOW. DISTANCE SHALL BE MEASURED FROM THE PANELBOARD CIRCUIT BREAKER TO NE FURTHEST OUTLET (ALSO SEE PLANS FOR FURTHER INFO.): a. #12 LESS THAN 100 FEET b. #10 OVER 100 FEET 3. CONDUCTORS SHALL BE STRANDED FOR SIZES #10 AWG AND LARGER (UON). 4. ALUMINUM CONDUCTORS ARE NOT PERMITTED. 5. ALL WIRING SHALL BE IN CONDUIT. LOW VOLTAGE PLENUM RATED WIRE (CONTROL, SPEAKER ETC.) SHALL BE ALLOWED IN HIDDEN CONDITIONS, WHERE ALLOWED BY CODE AND APPROVED IN WRITTING BY NE DISNEY STORE PROJECT MANAGER. 6. THE USE OF SHARED NEUTRALS IS ALLOWED FOR LIGHTING AND NON -SURGE SUPPRESSOR AND ISOLATED GROUND RECEPTACLE CIRCUITS AND SHALL BE INSTALLED IN ACCORDANCEWITH THE NATIONAL ELECTRIC CODES AND LOCAL CODES. ALL OTHER EQUIPMENT SHALL HAVE A DEDICATED FULL SIZE NEUTRAL 7. THE USE OF ROMEX, IS NOT PERMITTED. 8. WIRE CONNECTORS SHALL BE EQUAL TO 'SCOTCH LOCK' FOR #8 AWG WIRE AND SMALLER AND EQUAL TO T & B "LOCKTIGHT" FOR #8 AWG AND LARGER. EQUALS BY BUCHANAN ARE ACCEPTABLE. 9. ALL WIRING TO BE COLOR -CODED AS FOLLOWS: 120/208 VOLT SYSTEM NEUTRAL - WHITE PHASE A OR L1 -BLACK PHASE B OR L2 -RED PHASE C OR L3 -BLUE GROUND -GREEN ISOLATED GROUND: GREEN -YELLOW STRIPED 277/480 VOLT SYSTEM NEUTRAL - GRAY PHASE A OR L1 - BROWN PHASE B OR L2- ORANGE PHASE C OR L3 -YELLOW GROUND -GREEN WITH TRACER F. GROUNDING G. 1. PROVIDE COMPLETE WIRED GROUNDING CONDUCTOR SYSTEM, #12 AWG MINIMUM, SIZED AND INSTAI LFD IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES, THE LANDLORD'S CRITERIA AND AS NOTED IN THE SPECIFICATIONS AND AS INDICATED ON THE DRAWINGS. 2. GROUNDING CONNECTIONS MADE TO THE WATER PIPING SYSTEM SHALL BE COORDINATED WITH THE PLUMBING CONTRACTOR AND BONDING JUMPERS SHALL BE INSTALLED PER CODES AND AS INDICATED ON DRAWINGS. 3. ALL DEVICES SHALL BE BONDED TO THE CONDUIT SYSTEM. USE A BONDING JUMPER BETWEEN THE OUTLET BOX AND THE DEVICE GROUNDING TERMINAL METAL -TO- METAL CONTACT BETWEEN THE DEVICE YOKE AND THE OUTLET BOX IS NOT ACCEPTABLE AS A BOND FOR EITHER SURFACE MOUNTED BOXES OR FLUSH TYPE BOXES. ALL JUNCTION BOXES, OUTLET BOXES, AND PULL BOXES SHALL BE BONDED TO THE CONDUIT SYSTEM. ALL CONDUIT, INCLUDING FLEXIBLE CONDUIT, SHALL BE GROUNDED WITH A GREEN GROUNDING CONDUCTOR. 4. RUN A SEPARATE DEDICATED #10 AWG MINIMUM GROUNDING CONDUCTOR IN EACH CONDUIT FEEDING NE CASH REGISTER, THE SENSORMATIC, AND OTHER COMPUTERIZED EQUIPMENT AS SHOWN ON DRAWINGS. FOR PANEL FEEDERS, BOND THE GROUNDING CONDUCTOR TO THE CONDUIT, WHERE ENTERING AND LEAVING THE CONDUIT. THE GROUNDING CONDUCTOR SHALL BE SIZED PER 5. CODE, GREEN CARRYING METAL PARTS ARE TO BE GROUNDED. CONDUIT SYSTEM IS TO BE ELECTRICALLY CONTINUOUS. ALL LOCK NUTS MUST CUT THROUGH ENAMELED OR PAINTED SURFACES ON ENCLOSURES. WHERE ENCLOSURES AND NON- CURRENT CARRYING METAL PARTS ARE ISOLATED FROM THE CONDUIT SYSTEM, USE BONDING JUMPERS WITH APPROVED CLAMPS. ALL GROUND CLAMPS SHALL BE "PENN - UNION' OR EQUAL, SIMILAR TO "GPL' TYPE. 6. NO OTHER CIRCUITS ARE TO BE RUN IN SAME CONDUIT FEEDING ISOLATED GROUND RECEPTACLES. EQUIPMENT WIRING 1. ALL EQUIPMENT FURNISHED AND INSTALLED UNDER CONTRACTS OTHER THAN THE ELECTRICAL CONTRACT SHALL BE FURNISHED WITH FULL COMPLEMENT OF CONTROL EQUIPMENT AND CONTROL WIRING DIAGRAMS NECESSARY FOR SATISFACTORY OPERATION. 2. THE GENERAL CONTRACTOR SHALL COMPLETE ALL ELECTRICAL CONNECTIONS THROUGH THE DISCONNECT, STARTER AND MOTOR TERMINALS. 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER ROTATION OF ALL THREE PHASE EQUIPMENT. 4. EQUIPMENT FURNISHED BY OTHERS SHALL BE ROUGHED IN WITH CONDUIT AND BOXES BY MANUFACTURER. INTERNAL WIRING SHALL BE COMPLETED ACCORDING TO THE MANUFACTURER'S SHOP DRAWINGS OF THE EQUIPMENT BY GENERAL CONTRACTOR. THE GENERAL CONTRACTOR IS TO WIRE TO ALL LINE VOLTAGE CONTROLS AND CONTROLLERS. H HEATING. VENTILATING & AIR CONDITIONING. PLUMBING. AND FIRE PROTECTION WIRING 1. GENERAL CONTRACTOR SHALL REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL ELECTRICAL WORK TO BE INCLUDED IN HIS BID. 2. GENERAL CONTRACTOR SHALL DO ALL POWER WRING, LINE VOLTAGE WIRING, AND LOW VOLTAGE CONTROL WIRING INDICATED UNDER THE HEATING, VENTILATION AND AIR CONDITIONING, PLUMBING AND FIRE PROTECTION SPECIFICATIONS AND DRAWINGS. MECHANICAL CONTRACTOR SHALL DO ALL INTERCONNECTING WIRING BETWEEN RELAYS AND SWITCHES AS REQUIRED. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONDUIT FOR HVAC CONTROL WIRING. I WIRING DEVICES 1. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL SWITCHES AND RECEPTACLES AS SHOWN ON THE DRAWINGS AND NECESSARY FOR A COMPLETE INSTALLATION. COLOR OF DEVICES AND PLATES SHALL BE IVORY UNLESS NOTED OTHERWISE. THE DEVICES SHALL BE OF THE TYPES AND RATINGS LISTED. WEATHERPROOF GA RECEPTACLES SHALL BE INSTALLED WHERE SHOWN ON DRAWINGS OR AS REQUIRED BY CODE. SINGLE POLE SWITCHES: 20 A - 120/277 V LEVITON -1201 IVORY THREE WAY SWITCHES: 20 A - 120/277 V LEVITON -1203 IVORY DUPLEX RECEPTACLES: 15 A - 125 V LEVITON- 5262 -I IVORY ISOLATED GROUND RECEPTACLES: 15 A - 125 V LEVITON- 5262 -IGI (ORANGE TRIANGLE ON FACE) FLOOR OUTLET BOX: HUBBELL #8 -2427 FLOOR OUTLET BRASS COVER: HUBBELL #5 -3825 FLOOR OUTLET BRASS CARPET FLANGE: HUBBELL #S8 -3083 GFCI RECEPTACLES: 15 A -125V LEVITON - 6599 -I (IVORY) 2. ALL DEVICE COVERPLATES SHALL BE IVORY OR BLACK, TAMPER- RESISTANT PLATE - HUBBELL - RR15SITR (IVORY) OR RR15SBKTR (BLACK) SERIES "RR" OR EQUAL J. SAFETY AND DISCONNECT SWITCHES 1. SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE, QUICK -MAKE, QUICK -BREAK FUSED OR NON- FUSIBLE WITH RATINGS AND SIZES AS NOTED ON PLANS AND REQUIRED BY CODES. 2. SWITCHES SHALL BE WEATHERPROOF IN OUTDOOR LOCATIONS OR AS REQUIRED BY LOCAL CODES. 3. DISCONNECT SWITCHES THAT ARE INSTALLED AT HEATING, VENTILATING AND AIR CONDITIONING (HVAC) EQUIPMENT SHALL BE FUSED IF NOT PROTECTED WITH A 'HACR" BREAKER IN ACCORDANCE WITH THE EQUIPMENTS NAMEPLATE AND MANUFACTURER'S REQUIREMENTS PER THE NATIONAL ELECTRICAL, STATE AND LOCAL CODES. CONTRACTOR IS TO COORDINATE ALL WORK. 4. AT SERVICE ENTRANCE, DISCONNECT SHALL BEAR THE MANUFACTURER'S LABEL INDICATING THE EQUIPMENT IS UL RATED FOR "SERVICE ENTRANCE" APPLICATION. (AS INDICATED ON THE DRAWINGS). 5. MANUFACTURER SHALL BE EATON, G.E., SQ -D, AND SIEMENS. K. MOTOR STARTERS 1. MANUAL MOTOR STARTERS WITH OVERLOAD PROTECTION MAY BE USED FOR FRACTIONAL HORSEPOWER MOTORS THAT DO NOT REQUIRE AUXILIARY CONTROL THREE PHASE STARTERS SHALL BE PROVIDED WITH OVERLOAD DEVICE IN EACH PHASE MATCHED TO MOTOR NAMEPLATE RATING. MAGNETIC MOTOR STARTERS SHALL BE ELECTRICALLY HELD(SIZE AS SHOWN) AND BE USED FOR ALL SINGLE PHASE AND THREE PHASE MOTORS RATED ABOVE 1/2 HP OR THAT REQUIRE AUXILIARY CONTROL PROVIDE CONTROL DEVICES (AUXILIARY CONTACTS, TRANSFORMERS, ETC.) IN STARTERS AS REQUIRED FOR INTERLOCKS PROVIDED BY CONTRACTOR. COMBINATION STARTERS SHALL CONTAIN FUSIBLE SWITCHES. MOTORS AND STARTERS SHALL BE PROVIDED BY THE CONTRACTOR, FINAL CONNECTIONS TO BE PROVIDED BY THE GENERAL CONTRACTOR. 2. MANUFACTURER SHALL BE EATON, G.E., SQ -D, AND SIEMENS. L PANELBOARDS 1. ALL PANELBOARDS SHALL BE FACTORY ASSEMBLED OF THE BOLTED CIRCUIT BREAKERS TYPE WITH SOLID COPPER BUSSING, FULL SIZED NEUTRAL, 100 % GROUND BUSSING, AND OVERALL HINGED /LOCKABLE DOOR. ALL CIRCUIT BREAKERS SHALL BE OF THE QUICK -MAKE AND QUICK -BREAK DESIGN, THERMAL - MAGNETIC TYPE, TRIP FREE AND TRIP - INDICATING. ALL PANELS SHALL BE DEAD FRONT AND FLUSH OR SURFACE MOUNTED AS SHOWN AND SHALL BE FURNISHED WITH A TYPEWRITTEN DIRECTORY CARD OF THE CIRCUITS AND AN ENGRAVED NAMEPLATE. 2. CIRCUIT BREAKER PANELBOARDS SHALL HAVE FULL LENGTH NON- TAPERED BUS BARS ARRANGED AND DRILLED FOR SEQUENCE PHASING. 3. ALL PANELS SHALL HAVE DOORS FLUSH WITH THE TRIM, EQUIPPED WITH LOCKS, AND KEYED ALIKE. ALL MULTI -POLE BREAKERS SHALL BE COMMON TRIP. 4. PANELS SHALL BE AS INDICATED ON THE DRAWINGS. ALL BRANCH CIRCUIT BREAKERS (C /B) SHALL BE RATED 20 AMPERES SINGLE POLE MINIMUM, EXCEPT AS NOTED OR REQUIRED BY LOCAL CODES. 5. PROVIDE SCREW TYPE LOCK ON DEVICES WITH THE CIRCUIT BREAKERS AS INDICATED ON PANEL SCHEDULE. PROVIDE (6) ADDITIONAL CLIPS TO BE INSTALLED AS DIRECTED BY THE TDS PROJECT MANAGER. 6. PROVIDE ONE SPARE 1" CONDUIT FOR EACH SIX SPACES OR SPARE CIRCUIT BREAKERS IN EACH RECESSED MOUNTED PANEL MINIMUM 1- SPARE CONDUIT PER PANEL RUN CONDUIT TO A LOCATION JUST ABOVE CEILING. 7. ALL CIRCUIT BREAKERS FEEDING LIGHTING LOADS SHALL BE LISTED AND SHALL BE MARKED "SWD ". (SWITCHING DUTY) 8. CIRCUIT BREAKERS SERVING HEATING, VENTILATION, AND /OR AIR CONDITIONING (HVAC) EQUIPMENT SHALL BE RATED AND MARKED "HACR ", IF FUSING IS NOT PROVIDED AT PIECE OF HVAC EQUIPMENT. FIELD VERIFY EXACT HACR BREAKER REQUIREMENTS WITH HVAC EQUIPMENT NAMEPLATE AND MANUFACTURER'S REQUIREMENTS PRIOR TO INSTALLATION. 9. IN SERVICE ENTRANCE APPLICATIONS, PANELS SHALL BEAR THE MANUFACTURER ?S LABEL INDICATING THE EQUIPMENT IS RATED FOR "SERVICE ENTRANCE" APPLICATION IN ACCORDANCE WITH THE NEC AND AS INDICATED ON DRAWINGS. 10. AFTER COMPLETION, ALL PANELBOARDS SHALL BE CLEANED BOTH INSIDE AND OUTSIDE. 11. PANELBOARDS SHALL BE EATON, G.E., SQ -D, OR SIEMENS. M. DRY TYPE TRANSFORMERS 1. PROVIDE DRY TYPE TRANSFORMERS FOR THE DISTRIBUTION SYSTEM AT LOCATIONS SHOWN ON THE DRAWINGS. TRANSFORMERS SHALL HAVE KVA AND VOLTAGE RATINGS AS INDICATED ON THE DRAWINGS. 2. 120/208 VOLT 3- PHASE, 4-WIRE WYE SECONDARY TRANSFORMER SHALL HAVE 480 VOLT, 3- PHASE, 3 -WIRE DELTA PRIMARY, 60 HERTZ. 3. TRANSFORMER SHALL BE QUIET TYPE CONSTRUCTION AND HAVE SIX (6) 2 1/2% TAPS, TWO (2) ABOVE AND FOUR (4) BELOW NOMINAL PRIMARY RATING. SOUND LEVELS MUST FALL WITHIN ASA -NEMA STANDARD LEVELS ACCORDING TO KVA SIZE. ALL TRANSFORMERS SHALL BE UL LISTED WIN VENTILATED HOUSINGS AND STANDARD FULL TEMPERATURE RISE 150 DEGREE CELSIUS CLASS 'H" INSULATION. 4. TRANSFORMERS SHALL BE SECURELY MOUNTED FROM THE BUILDING STRUCTURE, REINFORCED WALLS, OR AS NOTED ON DRAWINGS. USE ADDITIONAL VIBRATION ISOLATORS AT POINTS OF MOUNTING TO CUT VIBRATION NOISES. USE FLEXIBLE CONDUIT ON PRIMARY AND SECONDARY FEEDS OF THE TRANSFORMERS. TRANSFORMERS SHALL BE LOCATED, SET, MOUNTED AND CONNECTED IN SUCH A MANNER TO KEEP NOISE LEVELS WITHIN THE SURROUNDING AMBIENT NOISE LEVELS AND MAINTAIN ALL CODE REQUIRED CLEARANCES. (PROVIDE SEISMIC SUPPORTS AS REQUIRED BY LOCAL CODES). 5. TRANSFORMERS SHALL BE EATON, G.E., SQ -D, OR SIEMENS. N. LIGHTING FIXTURES & LAMPS 1. THE GENERAL CONTRACTOR SHALL INSTALL ALL LIGHTING FIXTURES AND LAMPS AS SHOWN ON THE DRAWINGS. 2. ALL RECESSED INCANDESCENT FIXTURES SHALL BE PROVIDED WITH APPLICABLE THERMAL PROTECTION. 3. WHERE FLUORESCENT FIXTURES ARE SPECIFIED, THEY SHALL BE PROVIDED WITH HIGH POWER FACTOR RAPID START BALLASTS, U.L. LISTED, C.B.M. CERTIFIED, AND E.T.L APPROVED WITH EFFICIENCY FACTORS IN ACCORDANCE WITH THE "NATIONAL APPLIANCE ENERGY CONSERVATION ACT OF 1987" AND AMENDMENTS. 4. GENERAL CONTRACTOR SHALL FURNISH ADDITIONAL AUXILIARY SUPPORTING STEEL HANGER WIRES ADEQUATELY SIZED TO SUPPORT THE WEIGHT OF THE FIXTURE AND FASTENED TO BUILDING STRUCTURE (MINIMUM TWO PER FIXTURE) FOR FIXTURES NOT MOUNTED ON BUILDING FRAMEWORK. FIXTURES SHALL NOT BE SUPPORTED SOLELY BY THE FINISHED CEILING STRUCTURE. 5. GENERAL CONTRACTOR SHALL VERIFY THE MODEL NUMBERS AND QUANTITY OF ALL LAMPS AND FIXTURES PROVIDED BY THE TENANT. CONTACT TENANT PROJECT MANAGER IMMEDIATELY IF THE MODELS DIFFER FROM THOSE LISTED ON THE LIGHTING FIXTURE SCHEDULE OR IF THEY DO NOT HAVE PROPER THERMAL PROTECTION. 6. PROVIDE APPLICABLE FIRE RATED DRYWALL BOXES OVER RECESSED FIXTURES IN FIRE RATED CEILINGS AS REQUIRED BY CODES. FIELD COORDINATE AS REQUIRED TO AVOID CONFLICTS. 7. GENERAL CONTRACTOR SHALL PROVIDE ANY NECESSARY FITTINGS, ACCESSORIES, ETC. AS NECESSARY TO MAKE A COMPLETE INSTALLATION. 8. REMOVE ALL DIRT, OIL OR GREASE FROM LIGHT FIXTURES. CLEAN ALL GLASS, LENSES, ETC. AND POLISH FIXTURES AND TRIM. 9. INSTALL ALL SAFETY CABLES FOR TRACK LIGHTS AS REQUIRED. CABLES TO BE SUPPLIED BY THE DISNEY STORE AND INSTALLED BY G.C. 0. LIGHTING CONTACTORS AND TIME SWITCHES 1. WHERE INDICATED ON THE DRAWINGS, CONTACTORS FOR CONTROL OF SHOW WINDOW LIGHTING AND SIGNS SHALL BE SQUARE D CLASS 8903, TYPE 'LX' IN A NEMA 1 ENCLOSURE, ELECTRICALLY OPERATED, AND MECHANICALLY HELD. NO EXCEPTIONS. TIME SWITCHES FOR CONTROL OF SHOW WINDOW LIGHTING AND SIGNS SHALL BE TORK MODEL #DGM -100, 7 DAY TYPE IN NEMA TYPE 1 ENCLOSURE. 2. GENERAL CONTRACTOR TO VERIFY STORE OPEN AND CLOSE TIMES. TIME CLOCKS TO BE SET TO TURN ON 60 MINUTES BEFORE OPENING AND OFF 60 MINUTES AFTER CLOSING. P. TELEPHONE DATA AND COMPUTER WIRING 1. PROVIDE A SYSTEM OF CONDUIT RACEWAYS, OUTLET BOXES, PULL WIRES, AND TERMINAL BOARDS AS SHOWN ON THE DRAWINGS. TELEPHONE SWITCHING APPARATUS, CONDUCTORS, INSTRUMENTS, MISCELLANEOUS EQUIPMENT AND APPURTENANCES ARE NOT PART OF THIS CONTRACT AND WILL BE PROVIDED AND INSTALLED BY THE DISNEY STORE. 2. OUTLET BOXES TO BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. 3. CONDUIT RUNS FROM TELEPHONE BOARD OR MANAGER'S OFFICE FOR TELEPHONE AND DATA LINES TO CASHWRAPS ARE TO BE CONTINUOUS WITH NO JUNCTION BOXES. 4. ALL PULL WIRES ARE TO BE LABELED FOR PURPOSE DESIGNATED. Q. IDENTIFICATION 1. ALL SWITCHGEAR, CIRCUIT BREAKERS AND DISCONNECTS IN SWITCHGEAR, PANELBOARDS, TRANSFORMERS, TIME CLOCKS, THERMAL OVERLOAD FAN SWITCHES, EQUIPMENT CONTROL SWITCHES, SAFETY SWITCHES, MOTOR STARTERS, AND SIMILAR ITEMS SHALL BE IDENTIFIED BY NAME, FUNCTION, AND /OR CONTROL NAMEPLATES SHALL BE AT LEAST 1' X 3" WIN CHARACTERS NOT LESS THAN 1/4 ". THEY SHALL BE MADE UP OF PLASTIC- LAMINATED TAGS AND CHARACTERS ENGRAVED TO ENGRAVER'S STANDARD THICKNESS AND LETTER STYLE WITH WHITE CORE AND BLACK BACKGROUND. NAMEPLATES SHALL BE FASTENED TO EQUIPMENT WITH HEAVY DUTY INDUSTRIAL GRADE CONTACT CEMENT. 2. PROVIDE TYPED DIRECTORIES IN PANELBOARDS TO DEPICT ACTUAL EQUIPMENT CONNECTED TO INDIVIDUAL BREAKERS /SWITCHES. R. TESTS AND ADJUSTMENTS 1. ALL CONNECTIONS AT PANELS AND SWITCHES ARE TO BE MADE, ALL SPLICES COMPLETE, ALL FUSES IN PLACE, AND ALL CIRCUITS CONTINUOUS FROM POINT OF SERVICE CONNECTION TO ITS FINAL DESTINATION, AND ALL COVERS AND PLATES INSTALLED PRIOR TO TESTING. 2. UPON COMPLETION OF THE WORK, ALL PARTS OF THE ELECTRICAL INSTALLATION SHALL BE TESTED AND PROVED FREE OF UNWANTED GROUNDS AND OTHER DEFECTS. 3. ALL OVERLOAD DEVICES, INCLUDING EQUIPMENT FURNISHED UNDER OTHER CONTRACTS, SHALL BE SET AND ADJUSTED TO SUIT NE LOAD CONDITIONS. 4. TEST AND MAKE CORRECTIONS /ADJUSTMENTS FOR PHASE BALANCING. 5. PROVIDE AIMING /ADJUSTMENT OF ALL ADJUSTABLE LIGHT FIXTURE HEADS PER CONSTRUCTION DOCUMENT REQUIEMENTS AND PER ARCHITECT/ PROJECT MANAGER'S INSTRUCTIONS. S. INSTRUCTIONS 1. AFTER ALL TESTS AND ADJUSTMENTS HAVE BEEN MADE, THE GENERAL CONTRACTOR SHALL FULLY INSTRUCT THE REPRESENTATIVES OF THE DISNEY STORE IN ALL DETAILS OF OPERATION AND MAINTENANCE OF THE EQUIPMENT INSTALLED UNDER THIS CONTRACT. INSTRUCTION SHALL BE FURNISHED UNTIL TDS IS SATISFIED. FURNISH THE DISNEY STORE WITH TWO INSTRUCTION MANUALS ON EACH SYSTEM. INSTRUCTION MANUALS SHALL CONTAIN ALL SHOP DRAWINGS, MANUFACTURERS INSTALLATION AND OPERATION INSTRUCTIONS, GUARANTEES, MAINTENANCE SCHEDULE, ETC. T. CLEANING 1. AT THE END OF THE PROJECT, THE GENERAL CONTRACTOR SHALL CLEAN ALL EQUIPMENT, INCLUDING LIGHT FIXTURES, TO THE SATISFACTION OF THE DISNEY STORE PROJECT MANAGER. ALL DUST, DIRT, DEBRIS AND FOREIGN MATTER SHALL BE REMOVED FROM ALL EQUIPMENT. ELECTRICAL GENERAL NOTES: SYMBOLS 1. PRIOR TO SUBMITTING BID, THE GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND FULLY ACQUAINT HIMSELF WITH THE EXISTING CONDITIONS OF THE PROJECT. THE GENERAL CONTRACTOR SHALL BE REPSONSIBLE FOR REVIEW OF ALL GENERAL NOTES, SPECIFICATIONS AND ALL OTHER CONSTRUCTION DOCUMENTS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY CONSTRUCTION MANAGER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. THE LOCATION OF THE SERVICE TERMINATIONS SHALL BE DETERMINED IN FIELD. CONTRACTOR TO VERIFY SERVICE CONNECTIONS INCLUDING ALL NECESSARY PULL BOXES, SIZE AND NUMBER OF CONDUITS AND CONDUCTORS, SWITCHGEAR, METERING, CABLE CHARGES, ETC., WHETHER SHOWN ON DRAWINGS OR NOT, BUT REQUIRING SERVICING UTILITY COMPANY TO MAKE A COMPLETE AND OPERABLE ELECTRICAL SERVICE. 3. FURNISH AND INSTALL ALL TELEPHONE CONDUITS AS SHOWN ON DRAWINGS. PROVIDE PULLSTRINGS IN ALL CONDUITS. WHENEVER ANY ELECTRICAL WORK PIERCES ANY WATERPROOFING, IT SHALL BE INSTALLED IN A WATERPROOF MANNER, USING WATERPROOF EQUIPMENT. 5. CONTRACTOR SHALL FURNISH AND INSTALL PULLSTRINGS IN ALL EMPTY CONDUITS. 6. GENERAL CONTRACTOR SHALL INCLUDE ALL MATERIALS AND COSTS ASSOCIATED WITH CONNECTION AND INSTALLATION OF THE "BMS" AND LIFE SAFETY SYSTEMS. RESPONSIBILITY REFER TO SHEET T1.0 FOR RESPONSIBILITY MATRIX FOR ELECTRICAL COMPONENTS ABBREVIATIONS A AFF CKT CO DD DE EC EQPT GC GFCI H, GND IC IG LT MAX NA AMPERE ABOVE FINISHED FLOOR CIRCUIT BREAKER CIRCUIT CONDUIT ONLY DUCT DETECTOR DUAL ELEMENT EXISTING EACH ELECTRICAL EQUAL EQUIPTMENT FUSE GENERAL CONTRACTOR GROUND FAULT CIRCUIT INTERRUPTER GROUND HORSEPOWER INTERRUPTING CAPACITY (RMS SYM.) ISOLATED GROUND LIGHT MANUFACTURER MAXIMUM MINIMUM NOT APPLICABLE NTS NOT TO SCALE NIC NOT IN CONTRACT NL NIGHT LIGHT P/L PROPERTY LINE REQD REQUIRED REQMNT REQUIREMENT RGC RIGID GALVANIZED CONDUIT SCA SHORT CIRCUIT AMPERE SIM SIMILAR SLD SW WBRD TBB U/ G UL LION VL WP SINGLE LINE DIAGRAM SWITCH SWITCHBOARD TRANSFORMER TELEPHONE BACKBOARD TYPICAL UNDERGROUND UNDERWRITER'S LABORATORIES UNLESS OTHERWISE NOTED VOLT VOLT AMPERE WEARY LOCATION WEATHERPROOF NOTE: THIS IS A GENERAL SYMBOL LIST, SOME ITEMS MAY NOT APPLY TO THIS PROJECT. FIRE ALARM NOTE SHELL BUILDING HAS BEEN PROVIDED WITH FULLY AUTOMATIC LIFE SAFETY FIRE ALARM (LSFA) SYSTEM. LSFA SYSTEM IN THE TENANT SPACE SHALL BE PROVIDED AS A DESIGN -BUILD PACKAGE. IT SHALL BE RESPONSIBLITY OF THE G.C. TO ENGAGE SERVICES OF A CONTRACTOR APPROVED BY THE BUILDING MANAGEMENT TO PROVIDE (LSFA) SYSTEM FOR THE DISNEY STORE PROJECT. ALL WORK SHALL BE IN FULL COMPLIANCE WITH THE LANDLORD REQUIREMENTS AS WELL AS LOCAL AUTHORITIES. Ott CITYRNSLA APR 0 7, 2.011 PERMIT CENTER SEPARATE PERMIT AN APPROVAL REQUIREC Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. dp DON PENN CONSULTING ENGINEER 836 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 78061 817-410-2858 FAX 817-251-8411 ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 No. REVISION ISSUES: DATE WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: CEILING J DESCRIPTION Checked By KG 0_, n 6-a LIGHT FIXTURE AS SPECIFIED, SUBSCRIPTS WHEN INDICATED DENOTE BRCH CKT /SW LEG Title: ELECTRICAL SPECS, SYMBOLS & NOTES Sheet No. 0 EXIT SIGN, SINGLE FACE, ARROW IF INDICATED EXITS 1 • EXITS DENOTES DIRECTION FLUORESCENT LIGHT FIXTURE AS SPECIFIED I 0 S SINGLE POLE TOGGLE SWITCH 0+48 "(UNLESS OTHERWISE NOTED) SUBSCRIPTS INDICATE THE FOLLOWING: a- OUTLET 'a' CONTROLLED 3 -THREE WAY D- DIMMER, RATING AS NOTED M- MANUAL MOTOR STARTER P -PILOT ON LIGHT / TV T� 0. DUPLEX RECEPTACLE, WALL 0+15 "(UNLESS OTHERWISE NOTED) SPECIAL RECEPTACLE, TYPE AS NOTED ON PLANS 0 O JUNCTION BOX, SIZE AS NOTED AND PER CODE TELEPHONE OUTLET, WALL 0+15 "(UNLESS OTHERWISE NOTED) > > DATA OUTLET I.- - PHONE AND DATA OUTLET ❑ ELECTRICAL EQUIPMENT AS NOTED ON PLAN E DISCONNECT SWITCH: 30A/1 -POLE, NON -FUSED (UON) ><J COMBINATION OF MOTOR STARTER AND CIRCUIT BREAKER, NEMA SIZE '0' (LION) 0 CONDUIT TURNING UP CONDUIT TURNING DOWN • CONDUIT CONCEALED IN CEILING OR WALL, 1/2" CONDUIT, 2 #12 WIRES (UON) CROSS LINES DENOTE NO. OF #12 WIRE, 2LA 1 /// SIZE CONDUIT PER CODE AND AS NOTED ON PLANS 3 `> HOMERUN TO PANEL 2LA CIRCUITS 1 & 3 CONDUIT CONCEALED IN FLOOR SLAB OR UNDERGROUND CONDUIT EXPOSED CONDUIT STUB WITH CAP, SIZE AS NOTED [ 1I I GROUND, PER CODE AND AS SPECIFIED 150A 3 CIRCUIT BREAKER, 150A, 3 -POLE - 100AS SWITCH & FUSE, 100AS, 75AF, TYPE AS NOTED, 75AF 3 -POLE (UON) 4 UTILITY METERING ill A SURFACE MOUNTED PANELBOARD: PANEL "A" FLUSH MOUNTED PANELBOARD = SWITCHBOARD TRANSFORMER © REFERENCE TO DETAIL #2 ON SHEET E5 VW 0 MOTOR NOTE: THIS IS A GENERAL SYMBOL LIST, SOME ITEMS MAY NOT APPLY TO THIS PROJECT. FIRE ALARM NOTE SHELL BUILDING HAS BEEN PROVIDED WITH FULLY AUTOMATIC LIFE SAFETY FIRE ALARM (LSFA) SYSTEM. LSFA SYSTEM IN THE TENANT SPACE SHALL BE PROVIDED AS A DESIGN -BUILD PACKAGE. IT SHALL BE RESPONSIBLITY OF THE G.C. TO ENGAGE SERVICES OF A CONTRACTOR APPROVED BY THE BUILDING MANAGEMENT TO PROVIDE (LSFA) SYSTEM FOR THE DISNEY STORE PROJECT. ALL WORK SHALL BE IN FULL COMPLIANCE WITH THE LANDLORD REQUIREMENTS AS WELL AS LOCAL AUTHORITIES. Ott CITYRNSLA APR 0 7, 2.011 PERMIT CENTER SEPARATE PERMIT AN APPROVAL REQUIREC Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. dp DON PENN CONSULTING ENGINEER 836 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 78061 817-410-2858 FAX 817-251-8411 ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 No. REVISION ISSUES: DATE WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By DM A/E Job Number TD1102.00 Checked By KG File Name TD1102_E10 Project Mgr. DM Scale: Title: ELECTRICAL SPECS, SYMBOLS & NOTES Sheet No. 0 1 • PLOT DATE 3.25.2011 NEW PANEL LB Service: 120/208 Volts 3 Phase 4 Wire Cabinets: Surface Mounted MAIN: 250 Amp MCB: 250 Amp NEMA 1 REM CKT DESCRIPTION WATTS WIRE BKR A B C BKR WIRE DESCRIPTION WATTS CKT REM 6 1 DRINKING FOUNTAIN 600 12 1/20 X X 1/20 12 POS RECEPTACLES 720 2 360 2 3 CAST AREA RECECPACLE 360 12 1/20 12 X 1/20 12 SENSORMATIC 400 4 SALES TRACK LIGHTING 240 5 MONITOR 500 12 1/20 120 X 1/30 10 INSTA -HOT 2400 6 6 SALES TRACK LIGHTING 7 LIGHTING COVE 1 900 12 1/20 X 240 2/40 8 INSTA -HOT 4450 8 6 12 9 DED MANAGER 400 12 1/20 9 X 4450 10 PRINCESS HERO FIX 11 ACCESS POINT RECVR 500 12 1/20 AN EXHAUST FAN X 1/20 12 POS 600 12 12 CHANDELIER 13 POS 600 12 1/20 X SALES TRACK LIGHTING 1/20 12 STOCKROOM RECEPTS 540 14 12 MAGIC MIRROR 15 POS 600 12 1/20 SPARE X 1/20 12 GFI RECEPTS 360 16 15 SPARE 17 AN ROOM 600 12 1/20 AN ROOM RECEPTACLE X 1/30 12 CABINET RECEPTACLE 360 18 12 RFI ANTENNA 19 AN RACK 400 10 1/30 X X 1/20 12 MANAGER RECEPTALCES 360 20 12 S/W RECEPTACLE 21 MANAGER RECEPTACLE 360 12 1/20 REFRIGERATOR X 1/20 12 TELEPHONE BOARD 400 22 12 S/W RECEPTACLE 23 PRINTER 500 12 1/20 SIGNAGE X 1/20 12 CONV. RECEPTS. 720 24 12 S/W RECEPTACLE 25 AN RACK 400 12 1/20 X 1/20 1/20 12 WINDOW MONITOR 200 26 12 S/W RECEPTACLE 27 AN RACK 400 12 1/20 INTRUSION PANEL X 1/20 12 CAST AREA COMPUTER 500 28 12 6 29 EM MODULE 500 12 1/20 SPARE X 1/20 12 MICROWAVE 600 30 6 SPARE 31 PANEL LD 5550 3P/60 X 29 3P/60 PANEL LA 5687 32 33 5310 1/20 X 5660 34 35 5520 2 X 5716 36 4,5 37 RTU -1 4590 3P/80 X 12 3/20 12 SURGE SUPPRESSOR 100 38 33 39 4590 X 100 40 41 4590 12 X 100 42 TOTAL LOAD PHASE 'A' 25097 REMARKS TOTAL LOAD PHASE 'B' 23890 1 PROVIDE GFCI BREAKER TOTAL LOAD PHASE 'C' 23206 2 CIRCUIT VIA TIMECLOCK 3 CIRCUIT VIA LIGHTKEEPER TOTAL LOAD ALL PHASES 72193 WATTS 4 PROVIDE BREAKER & FUSES PER EQUIPMENT 200.54 AMPS MANUFACTURERS RECOMMENDATION. 5 PROVIDE SWITCH RATED BREAKERS. 6 24 HOUR CIRCUIT (PROVIDE A LOCK ON DEVICES) 7 CIRCUIT VIA TRACK KEEPER NEW PANEL LD Service: 120/208 Volts 3 Phase 4 Wire Cabinets: Surface Mounted Main: 100 Amp MLO NEMA 1 REM CKT DESCRIPTION WATTS WIRE BKR A B C BKR WIRE DESCRIPTION WATTS CKT REM 4 1 HAND DRYER 1500 12 1/20 X X 1/20 13770 SPARE 12 2 360 2 3 PROCESS AREA RECEPTS 720 12 1/20 12 X 1/20 X SPARE 1/20 4 SALES TRACK LIGHTING 240 5 DED. PROCESS RECEPT 360 12 1/20 120 12 X 1/20 12 RIDE MAKER 500 6 12 SALES TRACK LIGHTING 7 DST RECEPTACLE 500 12 1/20 X 240 1/20 12 BOYS HERO FIXTURE 350 8 1/20 12 9 TRAXON RECEPTACLE 500 12 1/20 9 X 1/20 12 PRINCESS HERO FIX 350 10 PERIMETER TRACK LTG 1/20 11 AN EXHAUST FAN 500 12 1/20 7 11 X 1/20 12 CHANDELIER 800 12 120 V X 13 SPARE SALES TRACK LIGHTING 240 1/20 X 7 1/20 12 MAGIC MIRROR 200 14 X – 15 SPARE – SPARE 1/20 14 X 1/20 15 SPARE 480 16 1/20 – 17 AN ROOM RECEPTACLE 360 12 1/20 360 16 X 1/20 12 RFI ANTENNA 300 18 12 1/20 19 SPARE X 1/20 1/20 X 240 1/20 12 S/W RECEPTACLE 1500 20 2 12 21 REFRIGERATOR 540 12 1/20 X 1/20 12 S/W RECEPTACLE 1500 22 2 500 23 SIGNAGE 1200 12 1/20 1/20 12 X 1/20 12 S/W RECEPTACLE 1500 24 2 SALES TRACK LIGHTING 25 SPARE 1/20 1/20 X 1/20 1/20 12 S/W RECEPTACLE 1500 26 2 25 27 INTRUSION PANEL 200 12 1/20 X 1/20 12 S/W RECEPTACLE 1500 28 2 ` 29 SPARE 1100 12 1/20 X X 1/20 1/20 SPARE FIXTURE RECEPT 30 28 TOTAL LOAD PHASE 'A' 5550 REMARKS TOTAL LOAD PHASE 'B' 5310 1 PROVIDE GFCI BREAKER TOTAL LOAD PHASE 'C' 5520 2 CIRCUIT VIA TIMECLOCK 3 CIRCUIT VIA LIGHTKEEPER TOTAL LOAD ALL PHASES 16380 WATTS 4 PROVIDE BREAKER & FUSES PER EQUIPMENT 45.50 AMPS MANUFACTURERS RECOMMENDATION. 5 PROVIDE SWITCH RATED BREAKERS. 6 24 HOUR CIRCUIT (PROVIDE A LOCK ON DEVICES) NEW PANEL LA Service: 120/208 Volts 3 Phase 4 Wire Cabinets: Surface Mounted Main: 100 Amp MLO NEMA 1 REM CKT DESCRIPTION WATTS WIRE BKR A B C BKR WIRE DESCRIPTION WATTS CKT REM 7 1 SALES TRACK LIGHTING 360 12 1/20 X A/C EQUIPMENT 13770 1/20 12 SALES TRACK LIGHTING 360 2 7 7 3 SALES TRACK LIGHTING 240 12 1/20 Z4 X PERIMETER TRACK LTG 1/20 12 SALES TRACK LIGHTING 240 4 7 7 5 SALES TRACK LIGHTING 120 12 1/20 Z5 120 V X 1/20 12 SALES TRACK LIGHTING 240 6 7 7 7 SALES TRACK LIGHTING 240 12 1/20 X 120 V SALES TRACK LTG 1/20 12 LIGHTING COVE 2 1080 8 16 7 9 SALES TRACK LIGHTING 240 12 1/20 Z4 X PERIMETER TRACK LTG 1/20 12 SALES TRACK LIGHTING 120 10 7 7 11 SALES TRACK LIGHTING 240 12 1/20 Z3 120 V X 1/20 12 SALES TRACK LIGHTING 240 12 7 7 13 SALES TRACK LIGHTING 360 12 1/20 X – SPARE 1/20 – SPARE – 14 25 7 15 SALES TRACK LIGHTING 480 12 1/20 – X SPARE 1/20 12 SALES TRACK LIGHTING 360 16 7 7 17 SALES TRACK LIGHTING 240 12 1/20 – – X 1/20 12 SALES TRACK LIGHTING 240 18 7 6 19 EXIT /EMERGENCY LTS 123 12 1/20 X – SPACE 1/20 SPARE 20 21 INVERTER 500 12 1/20 X 1/20 12 SALES TRACK LIGHTING 480 22 7 7 23 SALES TRACK LIGHTING 240 12 1/20 X 1/20 SPARE 24 25 SPARE 1/20 X 1/20 12 PROJECTOR (LARGE) 1100 26 27 PROJECTOR (LARGE) 1100 12 1/20 X 1/20 12 FIXTURE RECEPT 500 28 29 PROJECTOR (SMALL) 1100 12 1/20 X 1/20 12 STOCK ROOMLIGHTING 1216 30 3 2 31 S/W DOWNLIGHTING 360 12 1/20 X 1/20 12 GAZEBO LIGHTING 444 32 3 33 SPARE 1/20 X 1/20 12 STORE FRONT LIGHTING 300 34 3 35 A/V ROOM LIGHTING 60 12 1/20 X 1/20 12 GAZEBO LIGHTING 320 36 3 37 PROJECTOR (SMALL) 1100 12 1/20 X 1/20 12 TOILET LTS /FANS 160 38 39 SPARE 1/20 X 1/20 12 PROJECTOR (LARGE) 1100 40 41 PROJECTOR (SMALL) 1100 12 1/20 X 1/20 12 LIGHTING COVE 2 360 42 TOTAL LOAD PHASE 'A' 5687 REMARKS TOTAL LOAD PHASE 'B' 5660 1 PROVIDE GFCI BREAKER TOTAL LOAD PHASE 'C' 5716 2 CIRCUIT VIA TIMECLOCK 3 CIRCUIT VIA CONTROL KEEPER TOTAL LOAD ALL PHASES 17063 WATTS 4 PROVIDE BREAKER & FUSES PER EQUIPMENT 47.40 AMPS MANUFACTURERS RECOMMENDATION. 5 PROVIDE SWITCH RATED BREAKERS. 6 24 HOUR CIRCUIT (PROVIDE A LOCK ON DEVICES) 7 CIRCUIT VIA TRACK KEEPER ELECTRICAL LOAD SUMMARY PANEL 120/208V 3 PH - 4W LOAD DESCRIPTION CONNECTED LOAD (WATTS) DEMAND FACTOR DEMAND LOAD (WATTS) DEMAND LOAD (AMPS) LIGHTING 8023 1.25 10029 2 RECEPTACLES 37900 NOTE #1 23950 SIGNS 1200 1.25 1500 WATER HEATERS 11300 1.25 14125 A/C EQUIPMENT 13770 NOTE #2 16020 TOTAL 72193 — 65624 182 NOTES: 1. 100% OF FIRST 10,000 WATTS , PLUS 50% OF REMAINING LOAD. 2. 100% OF A/C LOAD, PLUS 25% OF HIGHEST LOAD. CONTROL KEEPER - COOPER CKT -32 Relay # Line Circuit Zone Volt Description 1 LA -1 Z4 120 V PERIMETER TRACK LTG 2 LA -3 Z4 120 V PERIMETER TRACK LTG 3 LA -5 Z5 120 V SALES TRACK LTG 2 LA -7 LA -13 I _ : _ . tztav4gacastoluilM IMMIMIIIIrd 6 LA -11 WPM Z5 MM. 120 V SALES TRACK LTG 7 LA -13 Z5 120 V SALES TRACK LTG 8 LA -15 Z4 120 V PERIMETER TRACK LTG 9 LA -17 Z4 120 V PERIMETER TRACK LTG 10 LA -23 Z5 120 V SALES TRACK LTG 11 LA -2 Z5 120 V SALES TRACK LTG 12 LA-4 Z5 120 V SALES TRACK LTG 13 LA-6 Z4 120 V PERIMETER TRACK LTG 14 LA -10 Z5 120 V SALES TRACK LTG 15 LA -12 Z5 120 V SALES TRACK LTG 16 LA -16 Z4 120 V PERIMETER TRACK LTG 17 LA -18 Z4 120 V PERIMETER TRACK LTG 18 LA -22 Z4 120 V PERIMETER TRACK LTG 19 LA -31 Z3 120 V STOREFRONT LTG 20 LD -23 Z3 120 V SIGNAGE 21 LD -12 Z5 120 V CHANDELIER 22 – – – SPARE 23 – – – SPARE 24 – – – SPARE 25 – – – SPARE 26 – – – SPARE 27 – – – SPARE 28 – – – SPACE 29 – – – SPACE 30 – – – SPACE 31 – – – SPACE 32 – – – SPACE TRAC KEEPER - COOPER TK -32 Breaker # Line Circuit Limit Rating (Amps.) 1 LA -1 3 2 LA -3 2 3 LA -5 1 4 LA -7 2 5 LA -9 2 6 LA -11 2 7 LA -13 3 8 LA -15 4 9 LA -17 2 10 LA -23 2 11 LA -2 3 12 LA-4 2 13 LA-6 2 14 LA -10 1 15 LA -12 2 16 LA -16 3 17 LA -18 2 18 LA -22 4 19 SPARF 20 SPARF 21 SPARF 22 SPARE 23 SPACF 24 SPACF 25 SPACE 26 SPACF 27 SPACF 28 SPACE 29 SPACE 30 SPACF 31 SPACF 32 SPACF ZONE ZONE NAME Z1 ALL ON Z2 ALL OFF Z3 STOREFRONT /SIGN /GOBO Z4 PERIMETER TRACK Z5 SALES TRACK NOTE: IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM. REGARDLESS OF THE CIRCUITING INDICATED. tiara ALL TRACK U6HT1N6 TO BE CONNECTED TO TIE CURRENT uMITER TRIG KEEFEt FROM THE UTE KEEFER GGNTRGI. 5Y5TEK PANEL RISER DIAGRAM 120/208V 3 PH, 4 WIRE ELECTRICAL SERVICE NOTE: TENANT'S ELECTRICAL CONTRACTOR SHALL FURNISH AN IDENTIFICATION NAMEPLATE ON TENANT'S MAIN DISCONNECT SWITCH IN LL'S METER SECTION. NAMEPLATES SHALL BE Ye THICK PLASTIC, BLACK ON WHITE AND ETCHED LETTERS. THE MINIMUM SIZE SHALL BE I' WITH ONLY THE TENANT'S SPACE • ENGRAVED AND IS PERMANENTLY AFFIXED_ ELECTRICAL KEYNOTES lO PROVIDE PERMANENT LABEL TO READ "DISNEY STORE ". ® 2 "C.O. STUB -OUT INTO TENANT SPACE, VL. G.C. TO INTERCEPT 2 "CONDUIT AND EXTEND WITH SAME TO NEW PANEL "HA ". G.C. TO PROVIDE WIRES AS SHOWN IN ENTIRE LENTH OF CONDUIT; FROM LANDLORD'S SWITCHBOARD TO NEW PANEL "HA ". 0 200A METER /MAINS. ® FEEDER DISTANCE PER AS -BUILT OR TO BE FIELD VERIFIED. ® NEW PANEL TO BE PROVIDED AND INSTALLED BY G.C., SEE PANEL SCHEDULE THIS SHEET FOR INFO. ® 'HACR' RATED CIRCUIT BREAKER SIZE PER ROOF -TOP UNIT'S NAMEPLATE DATA. ® SIZE BRANCH CIRCUIT CONDUIT /WIRES PER CODES AND PER RTU'S LOAD REQUIREMENTS. GROUND WIRE MUST BE INCLUDED IN THE CONDUIT. ® PROVIDE WEATHERPROOF FUSED DISC. PER UNIT'S NAMEPLATE DATA. FUSES MUST BE RK5 -DE. ® PROVIDE 2- GANG /WP J -BOX ON 6 "- 3/4 "C.O. STUB NEAR TO ROOF -TOP FOR CONTROL CABLE. CI PROVIDE DUPLEX RECEPTACLES /WP ON 6 " -3/4 "C STUB NEAR TO ROOF -TOP. EXTEND 3/4 " -3 #12 WIRES TO PANEL "LB ". ✓ (LL) AREA z J w cn DISNEY SPACE (4) #250 THWN, (1) #2 GND IN EXISTING 2-1/2"c APPROXIMATELY 115' 1 250A13 GLA55 L 205\430,41N J (E) LANDLORD'S Sk1ITGHBOARD (4) #250 THWN, (1) #2 GND IN 2-1/2"C 125oAr3 0 5143 603 60A 3 5A./3 ® LIGHTING CONTROL PANEL, CONTROL KEEPER CK -32. PANEL PROVIDED BY OWNER INSTALLED BY GENERAL CONTRACTOR. SEE SHEET E1.3 FOR WIRING DIAGRAMS. © BRANCH CIRCUIT WIRING PER LIGHTING PLANS. SEE SCHEDULE ON E1.1. IS CURRENT LIMITING PANEL: TRACKEEPER TK -32. SEE SCHEDULE ON E1.1 FOR CURRENT LIMITING AMP SIZES AND SHEET E1.3 FOR WIRING DIAGRAMS. 14 SURGE SUPPRESSION PROTECTION FOR PANEL "LB" 120/208V, 30, 4W +GND, WYE SURGEFREE 120M. MOUNT NEAR PANEL "LB ". 15 PER NEC 310.15(B)(2)(A) ADJUSTMENT FACTORS FOR MORE THAN THREE CURRENT - CARRYING CONDUCTORS IN A RACEWAY OR CABLE THE 23 CONDUCTORS THAT GO THROUGH THE TRAC KEEPER - COOPER CURRENT LIMITING PANEL SHALL BE IN A IN 1 -1/4' CONDUIT WITH #8G. THESE SHALL BE LOADED NO MORE THAN 45% OF THE 25A THAT THE WIRE (THWN) IS RATED AT. THE CURRENT LIMITERS FOR EACH CIRCUIT LIMIT THE CURRENT TO 2A, WHICH SATISFIES THIS REQUIREMENT. THE REMAINING CIRCUITS THAT GO THROUGH THE LIGHTING CONTROL PANEL (BUT NOT THROUGH THE TRAC KEEPER - COOPER CURRENT LIMITING PANEL) SHALL BE INSTALLED IN THREE " PARALLEL CONDUITS WITH NO MORE THAN 6 CURRENT CARRYING CONDUCTORS EACH. USE #6G IN EACH " CONDUIT. THE 20A CIRCUIT BREAKERS AT THE PANEL WILL BE LOADED AT NO MORE THAN 80% OF 25A (OR 20A), WHICH SATISFIES THE REQUIREMENT OF NEC 310.15(B)(2)(A). 16 #8 CU GROUND TO BUILDING STEEL AND WATER PIPING PER L.L. /NEC. 250 REQUIREMENTS 670 IIS -375 -1 INVERTER. ABLE TO PROVIDE 375 WATTS OF CONTINUOUS POWER FOR 90 MINUTES. LOAD FOR EMERGENCY LIGHTS IN SALES AREA IS 257 WATTS ON CIRCUIT LA -21. --FP® (ROOF -TOP UNIT) O LB -16 io (3) #3 THWN, (1) #6 GND IN 1-1/4"C (4) #1 THWN, (1) #8 GND IN 1"C PANELBOARD PANELBOARD 05) (1) #12 THWN (1) #8 GRND IN 3/4" CONDUIT TO EMERGENCY LIGHTS LMERGENCY LIGHTING @ INVERTER PANELBOARD LA (4) #12 THWN, (1) #12 CND IN 1/2 "C SURGE SUPPRESSOR 0 - 4 () #1 THWN, (1) #8 GND IN 1 "C LIGHTING CONTROL PANEL SINGLE LINE DIAGRAM GENERAL NOTES 1 -ALL ITEMS AS SHOWN HEREIN AND /OR SPECIFIED SHALL BE CONSIDERED NEW (UON). 2- LANDLORD SWITCHBOARD IS ASSUMED TO BE EXISTING. 3 -MAIN SWITCHBOARD VOLTAGE SYSTEM AND ARRANGEMENT IS ASSUMED, FIELD VERIFY AND REPORT DISCREPANCIES TO THE PROJECT MANAGER. 4 -SHORT CIRCUIT RATING OF TENANT MAIN PANEL "HA" MUST BE EQUAL OR HIGHER THAN AVAILABLE SHORT CIRCUIT AMPERES. PANEL 'HA' SHALL BE EITHER FULLY RATED OR TO BE SERIES RATED WITH UPSTREAM FEEDER OVERCURRENT PROTECTION DEVICE FOR THE AVAILABLE SHORT CIRCUIT AMPS. ELECTRICAL ENGINEER OF THE RECORD SHALL ADHERE TO THESE REQUIREMENTS. 5- ELECTRICAL DISTRIBUTION EQUIPMENT SHALL BE PRODUCTS OF THE SAME MFR. ACCEPTABLE MFRS. SHALL BE: EATON, G.E., SIEMENS, AND SQ -D. (3) #18 THWN CU (1) #8 CU GRND IN 3/4" CONDUIT CURRENT LIMITTERS PANEL FR TRACKS * REFER TO ARCHITECTURAL INTERIOR ELEVATIONS FOR EQUIPMENT LAYOUT. RESPONSIBILITY NOTES 1. ALL CUTTING OF ROOF OPENINGS, SUPPORT FOR ROOF OPENINGS, PITCH PANS, ROOF CURBS, FLASHINGS, REPAIR TO ROOF, ETC., ASSOCIATED WITH THE HVAC SULB – CONTRACTOR SHALL BE THE RESPONSIBILITY AND PART OF THE CONTRACT WITH THE HVAC SULB – CONTRACTOR. SULB – CONTRACTOR SHALL EMPLOY THE LL'S ROOFERS FOR THIS WORK SO AS TO MAINTAIN THE ROOF BOND. 2. THE CONDUITS REQUIRED FOR THE MECHANICAL CONTROLS SHALL BE SUPPLIED BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL WIRING FOR THE MECHANICAL CONTROLS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. 3. SANITARY SEWER AND DOMESTIC WATER SHALL BE STUBBED INTO OR NEAR THE THE PREMISES BY THE LNDLORD. SEE MECHANICAL SHEETS FOR LOCATION OF STU LB –INS. 4. THE SPRINKLER CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE TENANT'S LNDLORD AND TO THE APPROPRIATE RATING BUREAU FOR THEIR APPROVAL. A COPY OF THE APPROVAL LETTER FROM THE RATING BUREAU SHALL BE FORWARDED TO THE TENANT'S LNDLORD. MUST USE THE LNDLORDS DESIGNATED CONTRACTOR. 5. THE TENANT'S GENERAL CONTRACTOR SHALL RUN ALL CONDUIT FOR ELECTRICAL FLOOR OUTLETS, TELEPHONE OUTLETS, AND LINES REQUIRED FOR PLUMBING ROUGH –IN TIGHT AGAINST THE UNDERSIDE OF THE FLOOR SLB. THE FLOOR STRUCTURAL SLB SHALL BE CORED AS REQUIRED TO INSTALL THESE ITEMS AT THE LOCATIONS SHOWN ON THE PLNS. 6. THE HVAC SUB – CONTRACTOR SHALL IDENTIFY ALL ROOF MOUNTED HVAC EQUIPMENT AND APPARATUS WITH 6" HIGH PAINTED STENCILED STORE NAME ON ALL SIDES OF EQUIPMENT. 7. THE LL'S DESIGNATED CONTRACTOR SHALL MODIFY EXISTING SPRINKLER LOCATIONS AND ADD ADDITIONAL HEAD WHERE REQUIRED TO CONFORM WITH NEW FLOOR PLAN AND CEILING DESIGN LAYOUT AS REQUIRED - BY LOCAL CODES. CITYRoRaiLA APR 07,_2011 PERMIT CEWARP►tE FER 'AL ��pR�Rt m1102_111 Linane /Drews Architects v ,)(vo v 1 ihiv 3500 West Burbank Blvd V Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. s C� p`, P 'ts ', 4":.-.,- - v V _ u.- - s i '=1 dp DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817 - 410 -2858 FAX 817- 2514411 ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 No. REVISION ISSUES: DATE A A A A A A A A A A ..., .t. . oep store WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By DM A/E Job Number TD1102.00 Checked By KG File Name TD1102 .E11 Project Mgr. DM Scale: Title: PANEL SCHEDULES Sheet No. :,.,„. ,,„.. • 1 , PLOT DATE 3.25.2011 LB- 13,15,2,12 GENERAL NOTES I. CONDUITS SHOWN OFFSET FOR DRAWINGS CLARITY. CASH WRAP KEYNOTES FIXED IN -PLACE CASH -WRAP FURNITURE FIXTURE. 4' -0" X —RAY FLOOR PRIOR TO ANY SAW CUTTING OR CORE DRILLING CO FURRED WALL 4' -10" CONDUITS SHALL BE ROUTED FROM FRONT FURNITURE CONCEALED IN FLOOR SLAB AND IN ONE TRENCH. FLOOR SHALL BE CUT AND PATCHED IN A NEAT MANNER AND PER MALL REQUIREMENTS.CONTRACTOR TO PROVIDE FLOOR JUNCTION BOX IN THE TRENCH UNDER FURNITURE ACCESS PANEL FOR EXTENSION OF WIRES TO THE OUTLETS AND CONDUIT WHIPS PROVIDED BY THE FURNITURE MFR. PROVIDE SURFACE MOUNTED SERVICE FLOOR BOX FOR POWER AND DATA, STAMPED STEEL, THOMAS & BETTS CAT 665 -SC WITH SOLID ALUMINUM COVER WITH RECESS FLOOR COVERING, THOMAS &BETTS CAT 665- CST- SWR -ALM PROVIDE (3) DEVICE PLATES WITH 1 1/4" DIA. HOLE, T &B CAT 665 -STEL. FLOOR BOX TO BE RECESSED ENOUGH TO FIT UNDER FIXTURE. DOUBLE DUPLEX DEDICATED GROUND RECEPTACLES. OUTLET FURNISHED AND INSTALLED BY FIXTURE MANUFACTURER. CONTRACTOR TO MAKE FINAL CONNECTION OF POWER WHIP TO JUNCTION BOX IN FIXTURE BASE. SIMILAR TO NOTE #4 EXCEPT DUPLEX DEDICATED GROUND RECEPTACLE. FIXTURE MANUFACTURER TO PROVIDE FLEX CONDUIT AND CONDUCTORS AS SHOWN. WIRING TO INCLUDE DEDICATED GROUND AND GROUND WIRES. ROUTE CONDUIT IN FURNITURE BASE AND SUPPORT ON THE FURNITURE WALL. (2) 2 "CONDUIT WITH PULLSTRING TO CABLE TRAY ABOVE, CONDUITS SHALL HAVE A MAXIMUM OF 270 DEGREES IN BENDS. O 2 GANG JUNCTION BOX BY FIXTURE MANUFACTURER WITH SINGLE GANG MUD RING FOR DATA PORTS. DATA JACKS AND FACEPLATE BY OWNER. TELEPHONE OUTLET WITH (3) JACKS IN SINGLE GANG JUNCTION BOX, EXTEND 1/2" CONDUIT WITH PULLSTRING TO A/V RACK AT B.O.H. VIA CABLE TRAY. 1" CONDUIT WITH PULLSTRING FOR DATA CABLES BY FIXTURE MANUFACTURE. ROUTE CONDUIT IN FURNITURE BASE AND SUPPORT ON THE FURNITURE WALL. PROVIDE OVERRIDE SWITCH OVER THE J -BOX AND USE J -BOX CONDUIT TO LINK ZONE 5 ON 5 BUTTON OVERRIDE SWITCH IN THE CORRIDOR. CASHWRAP DETAIL SCALE: NONE 4: r POWER: BLACK OUTLET & COVER, WHERE OCCURS, SEE SHEET E3.0 oe DSW008 DSW013 2 "- EQ I EQ i DSW004 EQ EQ BEI a) QZX DSW005/ DSW006 EEQ I it PHONE /DATA: BLACK OUTLET & COVER, WHERE OCCURS, SEE SHEET E3.0 & F1.0 POWER: BLACK OUTLET & COVER, WHERE OCCURS, SEE SHEET E3.0 & F1.0 ENTERLINE OF FIXTURE PANEL POWER & PHONE AT BASE OF FIXTURES TD1102_E1 2 SCALE: NONE PHASE CONDUCTORS MAIN BREAKER J,-1,<E11, "HOT" BUS BAR BRANCH BREAKER GROUNDING TYPE LOCK NUT TYPICAL ISOLATED GROUND BRANCH CIRCUITS. 3/4" C. WITH (4) #12 & (1) #10 GRD. TO OUTLET BOX, RE: SHEET E300. 0A OB OC 1-• FEEDER CONDUIT ISOLATED GROUNDING CONDUCTOR <j.------EQUIPMENT GROUNDING CONDUCTOR rr'' el" BRANCH CIRCUIT CONDUIT GREEN INSULATED GROUNDING WIRE NEUTRAL CONDUCTOR NEUTRAL CONDUCTOR PANELBOARD FEEDER PANELBOARD "NEUTRAL" BUS BAR EQUIPMENT GROUND BUS BAR, BONDED TO ENCLOSURE INSULATED ISOLATED GROUND CrTYiS V BUS BAR APR 0 7,2011 PERMIT CENTER NOTE: THE GREEN GROUNDING CONDUCTOR (INCLUDING BUS BAR) SHALL ONLY BE ELECTRICALLY CONNECTED TO GROUND AT THE TRANSFORMER NEUTRAL - GROUND BONDING POINT. EPARATE PERMIT AA APPROVAL REQUIRED DEDICATED GROUND WIRING DIAGRAM SCALE: NONE 2 Linane /brews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. dp DON PENN CONSULTING ENGINEER 636 WESTPORT PARKWAY, SUITE 300 GRAPEVIIS:, TEXAS 76061 817 - 410 -2858 FAX 817 -261 -8411 ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 No. REVISION ISSUES: DATE WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By DM A/E Job Number TD1102.00 Checked By KG File Name TD1102_E12 Project Mgr. DM Scale: Title: ELECTRICAL DETAILS Sheet No. E1.2 PLOT DATE 3.25.2011 LIGHTING FIXTURE SCHEDULE TYPE LAMP DESCRIPTION MANUFACTURER CATALOG NO. FINISH MOUNTING/ LOCATION SYMBOL NOTES WATTS NO. TYPE AA01 27 2 LED RECESSED 2 HEAD ADJUSTABLE ACCENT — LED AMERLUX #DCRNTR22R -2 -20— LED — E —BT- 120— NF —BF —BT -3000— SN3 /4 BLACK TEXTURED RECESSED/ STORE SOFFIT AA01 CENTERED BETWEEN STOREFRONT FLASS AND EDGE OF SOFFIT ISSUED FOR: DATE AA01 —EM 1 SAME AS AA01 EXCEPT POWERED THROUGH INVERTER No. REVISION ISSUES: DATE CCO1 6 12 RGB LED COVE LIGHT 12 SMD 1 PXL RGB (DMX) TRAXON FIXTURE: MB —CL- 5010100 POWER /INJECTOR CABLE: 11 PI 0000100 LED SMART ENGINE 100W: PS IA 0010000 TX CONNECTOR INJECTOR TI ZI 00001 TX SMART EXTENSION 5M 11 EC 500000 PERIMETER COVE LIGHTING/ SALES AREA CCO1 NO ACCESSORIES NEEDED (NO MOUNTING CHANNEL NEEDED) CCO4 40 36 RGB LED TRAXON WASH RGP 350MA TRAXON FIXTURE: XB WE 211X1 LED ENGINE TRACKMOUNT 350MA 1W: PX IC 5060200 SUSPENDED . ABOVE THEATRE/ SALES AREA CCO4 Drawn By DM A/E Job Number TD1102.00 CHANDELLE 60 8 File Name TD1102_E13 DECORATIVE CHANDELIER OW8 — OLDE WORLD CHROME ACCENTED CRYSTAL CHANDELIER, 8 LIGHT Scale: BETWEEN PRINCESS HERO MIRROR MAGIC a e" ,:� GO CHANDELIER FXO2 150 1 CDM 150/T 6.946 PROJECTOR:36 DEG. BEAM HID PATTERN PROJECTOR WITH G080 ROTATOR GLASS HOLDER, SAFETY CABLE COLOR FRAME 6.25" CITY THEATRICAL SHORT S4 TOP HAT, DOUBLE GOBO ROTATOR, STAINLESS STEEL GOBO— NEBULA. ETC /GAM: 436HID —A WITH PARALLEL BLADE CONNECTOR —436LT ETC SOURCE 4: PATTERN HOLDER: 400PH —B SAFETY CABLE 400SC COLOR FRAME 400CF CITY THEATRICAL: S4 TOP HAT: 2440 GAMONUNE: DOUBLE GOBO ROTATOR: TS5574 GOBO UGHT PROVIDED BY OWNER - ROSCO LOBOS, ROTATION 77896 NEBULA — GLASS HOLDER BLACK SUSPENDED/ STOREFRONT ENTRANCE FX02 F1 5 1 LED / 5W WALL RECESSED EDGELIT EXIT — SINGLE FACE, GREEN LETTERS, WHITE HOUSING EXITRONIX V902— WR— WB —GC —WH GREEN LETTERS RECESSED WALL MOUNTED/ SALES AREA F1 RECESSED WALL MOUNTED — SINGLE FACE EXIT S F1D 5 1 LED / 5W WALL RECESSED EDGELIT EXIT — DOUBLE FACE, GREEN LETTERS, WHITE HOUSING EXITRONIX V903— WR— WB —GC —WH GREEN LETTERS RECESSED WALL MOUNTED/ SALES AREA F1D RECESSED WALL MOUNTED — DOUBLE FACE EXIT S F2 3 1 LED / 3W UNIVERSAL THERMOPLASTIC EXIT SIGN — GREEN LETTERS, WHITE HOUSING ASTRALITE TP— U— G —W —EM GREEN LETTERS UNIVERSAL/ BACK OF HOUSE F2 EXIT F3 5.4(x2) 2 5.4 TUNGSTEN LAMPS BUG EYE WHITE EXITRONIX LL90 WHITE WALL MOUNTED/ BACK OF HOUSE RECESSED WALL MOUNTED — SINGLE FACE F4 60 2 SYL F32T8 3500K GENERAL PURPOSE WRAPAROUND CRESCENT DLT232BL2Y CEILING/ BACK OF HOUSE F4 F F4A 60 2 SYL F32T8 3500K GENERAL PURPOSE WRAPAROUND W/ EMERGENCY CRESCENT DLT232BL2Y —B0, 600 -700 LUMENS CEILING/ BACK OF HOUSE F4A F5 60 2 SYL F32T8 3500K STRIPLITE SIMKAR CH232B11UNV SUSPENDED/ BACK OF HOUSE ROVIDE WIREGUARDS SIMKAR WG240 -48" 7OR 2 LAMP CH l i F5 F5A 60 2 SYL F32T8 3500K STRIPUTE W/ EMERGENCY SIMKAR CH232B11UNV EM SUSPENDED/ BACK OF HOUSE r PROVIDE WIREGUARDS SIMKAR WG240 -48" FOR 2 LAMP CH l F5A F6 $ 1 T5 UNDER CABINET LYTE LITHONIA UC12E UNDER CABINET/ MANAGER'S DESK IF6 iri< — — 1 CIRCUIT / 120V TEK SERIES LINE VOLTAGE TK2 — 2' TK4 — 4' I1<8 — 8' ELITE: ET2BK ET4BK ETBBK LIVE ENDS: ELITE /NORA ET101BK STRAIGHT CONNECTORS: ELITE /NORA ET107BK BLACK SUSPENDED/ SALES AREA ?K TNF 13.5 4 LED CLUSTERS VERTICAL LED TRACK HEAD WITH VERTICAL BALLAST AND NARROW FLOOD OPTIC AMERLUX DCRNTV- 22 -20— LED —E —BT— ml- 120 —NF- 3000 — SN3 /4" BLACK SALES AREA TNF MI TFL 13.5 4 LED CLUSTERS HORIZONTAL LED TRACK WITH HORIZONTAL BALLAST AND FLOOD OPTIC AMERLUX DCRNTH-22-20— LED —E —BT- TN1- 120 —NF- 3000 — SN3 /4" BLACK SALES AREA TFL —EM 13.5 4 LED CLUSTERS HORIZONTAL LED TRACK WITH HORIZONTAL BALLAST AND FLOOD OPTIC W/ LOCKING MECHANISM AMERLUX DCRNTHLOCK-22-20— LED —E —CT- 120 —FL -3000 — SN3 /4" —DIM BLACK SALES AREA TFL -EM tim THW 2 9 LED CLUSTERS VERTICAL LED TRACK HEAD WITH HIGH WATTAGE AMERLUX DCNTRV- 33 -24— LED —E —BT— TN1- 120 —NF- 3000 —SN1" — GELS TBD BLACK SALES AREA HERO FIXTURES 11-1W ID COLORED GELS TBD TLV_TK — — — 12V LOW VOLTAGE LIGHTING TRACK — TRAC 12 TL SERIES 6' -0" LENGTH JUNO TL6 —WH TRANSFORMERS: JUNO TL550N —BL CONDUIT FEEDS: JUNO TL34WH END FEEDS: JUNO TL38WH WHITE THEATRE TRUSSES/ DISNEY STORE THEATRE TLV- TLV 37 _ SYL #58641 37MR16/IR/ NFL24/ C (COVERED HID LAMP) LOW VOLTAGE MR16 TRACK HEAD JUNO T1_190WH WHITE THEATRE TRUSSES/ DISNEY STORE THEATRE SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION AND MOUNTING HEIGHT OF ALL LIGHTING FIXTURES. LIGHTING FIXTURE SCHEDULE TD1102 E13 REFER TO PLANS FOR NUMBER OF PROJECTORS. SPEAKERS & SUBWOOFERS SMALL PROJECTOR SMALL PROJECTOR SMALL PROJECTOR LARGE PROJECTOR LARGE PROJECTOR LARGE PROJECTOR LARGE PROJECTOR LARGE PROJECTOR LARGE PROJECTOR SPEAKERS SP1 SP1 SP1 SP1 SP1 SP1 SW I SW MAGIC MIRROR BOYS HERO STORE FRONT SIGN (3) CAT 5 BACK OF HOUSE (1) 14AWG TP (3) CAT 5 U U J w w >- CO w 0 o' a- i j MANAGER'S DESK 3/4'" CONDUIT 3/4" CONDUIT 0 0 MAIN AV RACK RCK101 —J ABOVE MANAGER'S DESI< (2) CAT5 I BELOW MANAGER'S DESK I L (4) CAT5 1 -1/4" CONDUIT (7) CAT5 3/4" CONDUIT 1" CONDUIT 0 0 (8) CAT5 1 /2" CONDUIT 0 (1) CAT5 1/2" CONDUIT 0 (1) CAT5 0 MAIN CASHWRAP. (2) CAT5E BACKWRAP (2) CAT5 TELEPHONE BACKBOARD STOCKROOM PHONE TRAXON COLOR WASH. (TYP OF 6) SP2 SP2 SP2 SP2 I (3) 2" CONDUITS 1(14) CAT5 DST AV RACK RCK102 L DISNEY STORE THEATRE AT/ ROOM J LOW VOLTAGE DATA /DMX CAT.5E WIRES PROVIDED AND INSTALLED BY OWNER (UON). CONDUIT AND CABLE TRAY ROUGH —INS BY G.C. SEE PLANS FOR DETAILS. 1 -1/2" HOLE IN TOP OF THEATRE POST: BY G.C. UP NEXT VIDEO JUKE BOX LIGHTING CONTROVAUDIO VISUAL SCHEMATIC DIAGRAM 1 Cable Notes: A RS-485 Network Belden #9841 or CAT 5 recommended. By G.C. 0 RS -232 Cable (6 Feet) Provided by Cooper Controls Digita Switch Cable Use LCCNP Non - plenum cable or Belden 1502R cable. For more information, please see Digita wiring details in this submittal. By G.C. O LAN Cable ° Use certified CAT 5 cable for TCP /IP communications ® Low Voltage Switch Wire 18/3 AWG. By G.C. Feed inverter and relay 47 with primary unswitched source. Relay 31 will switch sense connection with inverter (Flying wires). This will allow switching of emergency source under normal power conditions. _ Primary_unswitched Orange (277) not used Black (120) Digita5 -1 B Switch located at register IOTA IIS -375 —I Inverter • To Emergency lighting fixtures Violet (120V) Gray (Neutral) Flying Lead Orange (277) not used Black (120) a/ Load Center by others. LCCNP D'giita55B Behind stage override switch Power from Breakers to Relays in LCP. Power LCP transformer with Normal power. Digita Gateway Typical of 1 o In from CKTI toR ho fraroi.ROCT Out to Room n from OCT 0O�:Wtt 000 OCpl / C T tranRoa r/ Tt�:.' I oiT I Out to Room I In from CKT I UutI «om O I tianRoo I, a Ream/ T I To oan Out to Roam • from OCT I pulho�n OCT / O mRtAtl / Out 0to Roan/ Out to Room I Output Leads ControlKeeper T 32 size enclosure Panel type: NEMA 1 Panel size: 41"Hx15"Wx6.25"D C1 tee N IIIRt;. ;�dlli �Irf ft In from OCT Out to Room IInutfrom COKKT C OoonRLFFI/ Cot TO Room / I Cool CKT Out to Room I In from CKT Ito Roof In to Roomf In frtm oo! Out to Room / In C tram oo / to le Room TottraOOm Ct5TO In to Poor to from CKT Out to Room / In from CKT / r From LCP From LCP From LCP From LCP May relay Wee Moe To Track righting To Track lighting To Trock lig0ti0g To Track Ig0ting To Track lighting From LCP Moe p:,1 �° To Truk 1190009 In ta0RL000m/ From LCP < T Ou' R / To Track fighting Out to TrootaW or IgfOng L— Example TracKeeper - 32 Current Limiting Panel To Trook light•• To Track lightk• To Track gghti:g From LCP relay From LCP relay From LCP relay To Track gg0fing From LCP May To Track lighting To Track 1900009 To Track fighting From LCP relay From LCP May From LCP May of Track fixture control wiring —2 wire low voltage, 24vdc /common from LCP COOPER CONTROLS ONE LINE DIAGRAM 0 Notes: 1.) 32 Momentary switch terminations are provided with each ControlKeeper TouchScreen logic board. 4 Momentary switch terminations are provided with each ControlKeeper 4 and 4A. 2 Momentary switch terminations are provided with each ControlKeeper 2. (use 18/3 for LV wiring) 2.) The Digita switch network length cannot exceed 1000 feet. The maximum drop length off the main BUS cannot exceed 29.5 feet. 1 Digita Gateway may be placed on any Digita switch network. Make certain that The ends of the BUS network are properly terminated. (use CAT 5 for Digita switch wiring) 3.) The RS-485 network wire is not to exceed 4000 feet. (use Belden #9841 or CAT 5 for RS-485 network wiring) 4.) The Building IT personnel are required for setup of the Ethernet Interface Module (ELM). The EIM can be located anywhere on the lighting control network. The EIM provides a connection from the lighting control network to the building LAN. A VPN connection is available for added LAN security. 5.) The ControlKeepers with Emergency Power Interrupt Relays (RIM) should be powered with emergency power as well as normal power. The Emergency Power Interrupt Relays should be wired to normal power. 6.) This one -line drawing is for concept only. Do not wire the system per this one -line. Refer to plans for location, size, and quantity. Refer to the Installation Instructions for correct wiring information. 7.) Cooper Controls provides a 3 year warranty on all logic boards. 8.) Cooper Controls provides a 10 year warranty on all relay cards. Keeper nt ®se Software Computer provided by others Ethernet Interface Module (EIM) 120VAC External Power Mount reeeptee at panel for transformer pug in. COOPER 203 Cooper Circle Peachtree City, GA 30269. USA OSW -U -0721 -MV - Typical of 3 Line Voltage Wall Mount Motion Sensor To Light Fixtures Controls. Tel: +1- 800 - 553 -3879 Fax: +1- 800 - 954 -7016 Email: controls @cooperindustries.com SCALE N.T.S. NOT USED SCALE N.T.S. CieP Digita Switch Bus Termination Device L Digita Switch Input: Up to 64 software programmable digital inputs are standard on the ControlKeeper lighting control panels. Each input can be programmed to control any relay or group of relays in the system. Digita Gateway front view ControlKeeper TouchScreen lighting control panel cosmouER TB2 Terminal Block Connection: Green wire to GND Green/White wire to +24VDC • Digita Switch Bus Termination Device 72°M Jt Digita 5/5 Digita 5/1 Notes: 1.) Digita buttons are factory engraved 2.) Each Digita button can be programmed to control any relay or group of relays on the network 3.) Digita buttons can be address identically on the network to allow for easier programming of a three way switching senario. 4.) LED status is available for each 5.) White Decora style wall plate included with Digita switch. Custom color and configurations are available for wall plates. 0 GIL GM O w i CO Digita Gateway rear view COOPER Controls Digita Switch Bus wiring detail: Black - VDC Ground Blue - CAN_L (Terminated at both ends) White - CAN_H (Terminated at both ends) Red - +24VDC Digita Switch Bus information: Digita Switch Bus length can not exceed 1000 feet per panel. The maximum drop length off the Digita Switch Bus can not exceed 19 feet. No more than 60 switch stations and 1 Digita Gateway can be powered from a ControlKeeper lighting control panel. Make certain that fly erriAMILA the ends of the Digita Switch Bus is properlay terminated . Refer to the Digita Switch installation instructions for complete installation information. DIGITA SWITCH WIRING p� APR (g TE I APP`• REQUIR ED SCALE N.T.S. Linane /Drews Architects Burbank Blvd Floor CA 91505 Fax 1 ■:t- =- .F..-a..L. -•11 I Second Burbank, 818.972.5080 818.848.3895 ) 1 r.; ' qgif 1 ft* 1111 All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. T� 3, ,/1� ;;,;(-4-14v t F,, ,I o� ,,.„.„. dp DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76061 817 - 410 -2858 FAX 817-251-8411 ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 No. REVISION ISSUES: DATE A A A A A A A A A A _ . se� store WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By DM A/E Job Number TD1102.00 Checked By KG File Name TD1102_E13 Project Mgr. DM Scale: Title: ELECTRICAL DETAILS S ,-et c ,„ No. 1 .3 i PLOT DATE: 3.25.2011 28 G.C. TO PROVIDE (2) 3/4" CONDUIT TO A/V RACK. - ; COOT-;- -- LA-32 Co Ii THW = b---- - - - - -! TK4 V T LI (TYPICAL) A�/ INF . jT1 1.T LA -21 a ON INVERTER I 1 —+ 1-� G1 B TNF .S TK8 THW LA -22 TK8 > CC01 A v TK2 a TK8 )-CC'01( TK8 LA -3 m CC01 < TEL THE TNF TEL TIE TNE TEL TIE TNF TEL TNETNF TEL TNF TFL TNF TNF TEL TNE 'At LA -21 \�`� ON INVERTE LA -12 `t N 0 N c.1 TNF / (TYPICAL) t/ G` TNF T -11 ON INVER EM TFL—EM i. TEL TNF TNF TEL TNF TNF PROJO2 THW TNE TN F CHAN ELIE TN- • o S co '- !r 0 4.0•0 TK8 FL TNF TNF TEL TNF TNF TEL TNF TNFTFL TNF TK4 TNF LA -1 TI 4 NE TELTNF{NFTFL TNF T N; LJ1• TNF LA -31 CO I- TNF TEL TNF THE TEL TNF TNF TEL TK8 TK8 IF TPJF TEL TNF TNF TEL TNFTNFTFL TNF !1 l 1 LA -19 F3 01 :s LA -19 id/ / / / erz, / / , j , // F.j L - IC.o01( ,CC01 LA -16 i1A -21 ON INVERTER A Ihr TNE TNF \° \ `TNF!s ** TNE TNF TNF Tiv E! TNEF Cam_ 2 LA -6 LA -10 \ I \\ LA -21 ' ON INVERTER 0 \\ \ \\ \ LA -21 ON INVERTER f- N tD , 0 I I / - �1 T 11 / Ii LA -21 --- : - -- -I / ON INVERTER / / TNF TEL TNF TN, TEL TNF, TNF TEL • TNF TNF TEL TNE. LA-23 --TNF TNE THW TNF .1w THE TFL TNF TFL TNF TNF TFL TNF TTiE CO I I TNF TNF TNF TN i TNF TNF TN F TNF TNF • 'TEL TNF TNF TEL TNF TFLTNF TNE TK8 C:Cti TK8 THW TK 2 I CO ThE, I"- L TNFT(•JFTFLTNF T4 I LA -15 AA01 li 1 41, Mg I rig LAA9 El ■ rAL AAOI AA01 E Amgen � g 31M- IE Cl AAC AA01 AA01 AA01 0001 \ LIGHTING PLAN OUTLETS LOCATED AT 4' -0" A.F.F. IN STOCK/SALES AREA WALL AND SHALL BE SPACED AT 15' -0" LINEAL FEET (MAX) ALONG LIGHT COVE AND POWER ONLY (15) LIGHT FIXTURES. r 120 VAC 120 VAG a HARDWIRED CONNECTION I00w / 24v P50 I0Ow / 24v PSU IO0w / 24v PSU 120 VAG fl a E 120 VAG I00w / 24v PSU a L J _1 DMX DA b SPLITTER LOCATED IN AN RAG rTITB-f -G-K OF -FiDI SE DM DMX SPLITTER 120 VAG OUTLETS LOCATED AT 4' -0" A.F.F. IN STOCK/SALES AREA WALL AND SHALL BE SPACED AT 15' -0" LINEAL FEET (MAX) ALONG LIGHT COVE AND POWER ONLY (15) LIGHT FIXTURES. ULL HEIFHT SALES AREA OUPLER (IN LIGHT COVE) OVER INJECTOR CABLE I iririi I �=14._ I COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT GOVE LIGH COVE LIGHT COVE LIGHT COVE LIG \TO ADDITIONAL SEGMENTS OF 15 FIXTURES OVER INJECTOR GABLE MAXIMUM NUMBER OF FIXTURE PER DMX5I2 UNIVERSE 15 110 _ COVE LIGHT (LAST FIXTURE LIGHT COVE I) ®I 1 T COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT POWER INJECTOR CABLE COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT I11:11 Ire 1 1\___, COVE LIGHT COVE LIGHT (1ST FIXTURE LIGHT COVE 2 CIRCUIT) NTERCONNECT CABLE INJECTOR BOX (IN LIGHT COVE) LIGHT COVE I 3 PIN XLR -RJ45 ADAPTOR J 1 120 VAG 120 VAG 1 IOOw / 24v PSU D IOOw / 24v PSU CATS/DMX I COVE LIGHT GOV\ LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT \OVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT GENERAL CONTRACTOR TO PROVIDE (2) 3/4" CONDUIT FROM CLOSEST SALES WALL LOCATION TO A/V RACK. THIS LOCATION DETERMINES THE SPLIT OF THE LIGHT COVE INTO TWO SEPARATE BUT IDENTICAL CHAINS. LIGHT GOVE 2 INJECTOR BOX (IN LIGHT COVE WALL) INTERCONNECT CABLE ® Lii.r 1 I U COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT (1ST FIXTURE LIGHT COVE 2 CIRCUIT) COVE LIGHT I I I� COVE LIGHT COVE LIGHT ( l 120 VAG fl I IOOw / 24v PSU HARDWIRED CONNECT! 120 VAG L J IOOw 2 v P5U COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT OVER INJECTOR CABLE COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT POWER INJECTOR GABLE COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT TO ADDITIONAL SEGMENTS OF 15 FIXTU COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT GOVE LIGHT COVE LIGHT OWER INJECTOR CABLE (LAST FIXTURE LIGHT COVE 2) LIGHT COVE WIRING DIAGRAM NOTES: 1/4". l'-0" MAXIMUM NUMBER OF FIXTURES PER DMX5I2 UNIVERSE 15 110 LI SEMI NO NOTES I. ALL LIGHT FIXTURES WILL BE FURNISHED COMPLETE WITH LAMPS, BY THE TENANT AND SHALL BE INSTALLED AND CONNECTED BY THE ELEGTRIGAL CONTRACTOR 2. NOT USED. 3. COORDINATE LOCATION OF ALL FIXTURES WITH ARCHITECT'S REFLECTED CEILING PLAN. 4. NO EXPOSED CONDUIT ALLOWED. 5. G.G. 15 RESPONSIBLE FOR PROVIDING THE SWITCHGEAR, WHERE APPLICABLE. 6. G.G. TO PROVIDE ALL MOUNTING HARDWARE FOR TECH LIGHTING. SHEET NOTES ALL HOMERUNS ON THIS SHEET ARE TO PANEL 'LA' AND NEW, UNLESS OTHERWISE NOTED. LIGHTING CONTACTOR REFER TO SHEET EI.I FOR FURTHER DETAILS. BY -PASS TIMER (0-2 HOURS). PROVIDE NAMEPLATE "LIGHTING OVERRIDE TIMER ". VERIFY EXACT LOCATION. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING BIGHT AND LOCATION OF CHANDELIER REFER TO SHEET E2.I FOR 'GGO4' ROUTING. 20 AMP DEDICATED CIRCUIT W/ NEMA 5-15 OUTLET MOUNTED AT I8" AFF INSIDE AV ROOM FOR 0004 LIGHT FIXTURE POWER SUPPLY / CONTROL PANEL. LOW VOLTAGE TRACK LIGHTING TO BE MOUNTED INSIDE BEAM. SEE FIXTURE SCHEDULE FOR INFO. TRACK END FEED CONNECTOR, A PART OF TRACK SYSTEM TO BE ORDERED WITH TRACK. MC CABLE FOR CONNECTION TO LOW VOLTAGE TRACK. ROUTE MC GABLE IN CHANNEL ALONG BEAM. (2) *12 MG CABLES FOR FEEDING LOW VOLTAGE TRACK. PROVIDE (I) GABLE PER TRACK END FEED. ROUTE MG CABLES IN CHANNEL IN BEAM. REMOTE LOW VOLTAGE MAGNETIC TRANSFORMERS FOR TRACK LIGHTS. MOUNT IN VENTILATED ACCESSIBLE AREA ON NON - COMBUSTIBLE MATERIAL. CITY APR 072011 PERMIT CENTER SEPARATE PERMIT A APPROVAL REQUIREC TD1102_E20 Linane /Drews Architects West Burbank Blvd Floor CA 91505 Fax 1 r l ' v V N 3500 Second Burbank, 818.972.5080 818.848.3895 All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. ® Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. ' (r .. r?'i rA .., O 41.5..g..2.4... may; F `9� GD #- .'' 4_ p`O'��_,.N v' r'' ;f'a b•LS L L1 .. dp DON PENN CONSULTING ENGINEER 835 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 78051 817- 410 -2858 FAX 817 -251 -8411 ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 No. REVISION ISSUES: DATE A A A A A A A A A A • r`'. t4) ep store WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By DM A/E Job Number TD1102.00 Checked By KG File Name TD1102_E20 Project Mgr. DM Scale: Title: LIGHTING PLAN Sheet No. 2•0 PLOT DATE 3.25.2011 PHONE JACK FOR AI ARM SYSTFM (1) 2" CONDUIT FOR ALL LOW VOLTAGE (1) 2" CONDUIT FOR TRAXON TELE SIREN INTRUSION PANEL A/V RACK'> CABLE TRAY ALARM KEYPAD CCO4 Imo i/ cw cimorili6' LA -29 • \o.__ TYP. FOR SMALL PROJECTORS H _..1...ITi.. I ±i _........FX02 TYP. FOR SMALL PROJECTORS TYP. FOR LARGE PROJECTORS CC01 CC01 LA -27 TYP. FOR LARGE PROJECTORS • LA -41 • LA -40 LA -26 CC01 —..... — CC01 -£C01 r SYMBOL DESCRIPTION MD MOTION DETECTOR ©D WALL MOUNTED MOTION DETECTOR LO A VOLTAGE PLAN I/4 " =I' -0" CAE ERN_ \OTES \OTES: SECURITY \OTES: 1. FOR CABLE TRAY MOUNTING HT. AND DETAILS SEE ARCHITECTURAL PLANS. 2. CIRCUITS TO BE INDIVIDUAL HOME RUNS TO LIGHTING CONTROL SYSTEM 3. ALL CIRCUITS TO HAVE INDEPENDANT NEUTRALS (NO COMMON NEUTRALS) 4. CONDUITS ARE BE SHOWN OFFSET FOR CLARITY. 5. NO EXPOSED CONDUIT AT DEMISING WALL a 3/4 "C BY G.C. WITH SPEAKER WIRES TO CABLE TRAY. SPEAKER . WIRES TO A/V RACK BY VENDOR. 0 1/2 "C BY G.C. WITH SPEAKER WIRES ROUTED HIDDEN IN CHANNEL IN BEAM. ® (2) 2 "C.O. WITH PULLSTRING INTO A/V ROOM. EXTEND CONDUITS TO CABLE TRAY ABOVE. TERMINATE WITH CONDUIT BUSHING. G.C. TO PROVIDE 2" PENETRATION HOLES WITH SLEEVE FOR ACCESS TO THEATER. SEE SHEET A7.1. ®LOW VOLTAGE CABLE IN CONDUIT FOR WINDOW MONITOR. EXTEND 3/4 "CONDUIT TO CABLE TRAY. FOR EXTENSION OF (2) CAT. 5E BACK TO AUDIO /VIDEO RACK ® CEILING WASH FIXTURE "CC04 ", PENDANT MOUNTED FIXTURE. SEE SHEET A4.1 FOR MOUNTING DETAIL AND HEIGHT. PROVIDE 4S BOXES FOR FIXTURES TO ALLOW FOR RJ45 COUPLERS. DO NOT CUT CONTROL CABLES ON COLOR WASHES. ® EXTEND 3/4 "C TO CABLE TRAY FOR (2) CAT 5E CABLES FOR EACH "CC04" UGHT FIXTURE. G.C. TO PROVIDE (1) 2" CONDUIT STUB -OUT WITH PULLSTRING INTO A/V ROOM. O7 20A,120V DUPLEX RECEPTACLE IN 4S BOX FOR PATTERN ROTATOR. MOUNT ON UNSTRUT SUPPORT STRUCTURE. VERIFY LOCATION PRIOR ROUGH -IN. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING DETAIL ® LED LARGE PROJECTORS- PROVIDE 4" SQUARE J -BOX WITH COVER AT END OF 3/4" CONDUIT. SEE SHEET A4.1 FOR MOUNTING DETAIL PROVIDE J -BOX WITH WHIP TO ALLOW FLEXIBIUTY FOR 20 DEGREE MOVEMENT. G.0 TO PROVIDE A/V VENDOR WITH PAINTED CROSS UNISTRUT PIECES. 0 SIMILAR TO NOTE #8 EXCEPT SMALL PROJECTOR TYPE. 0 4S JUNC11ON BOX WITH 2OA,120V DUPLEX OUTLET FOR PROJECTOR POWER IN 3/4" CONDUIT. MOUNT ON UNISTRUT FRAMING. 10 JUNCTION BOX FOR DATA CONNECTION TO PROJECTORS. MOUNT ON UNISTRUT SUPPORT. EXTEND CAT. 5E CABLE TO A/V RACK VIA CABLE TRAY IN 3/4" CONDUIT. SEE SHEET A4.1. ® SPEAKER TYPE 'SP2', MOUNTED ON POST. SEE SHEET A4.0 FOR HEIGHT. © PROVIDE JUNCTION BOX FOR CONNECTION TO SPEAKER TYPE 'SP1'. MOUNT ON UNISTRUT GRID. @ PROVIDE JUNCTION BOX FOR CONNECTION TO SPEAKER TYPE 'SW'. MOUNT TO UNISTRUT GRID. 14 SPEAKER TYPE SW,FLOOR MOUNTED SUBWOOFER ON FLOOR BELOW VIDEO SCREEN ® ROUTE CONDUIT FOR SUBWOOFERS ALONG KICKWALL G.C. TO RUN CONDUIT FROM SUBWOOFER LOCATION TO THE BACK OF THE THEATER ROOM WALL. 16 1/2"C BY G.C. WITH SPEAKER WIRES BY AV VENDOR. 17 CABLE TRAY SYSTEM; SOLID BOTTOM "PAINT -READY PAN TRAY" CABLE TRAY STYLE, 9" WIDE X 4" HIGH /STEEL; "4LC" SERIES. LAYOUT AS SHOWN . GENERAL CONTRACTOR TO PROVIDE ALL NECESSARY COMPONENTS, CONNECTING /SPLICING HARDWARE FOR A COMPLETE SYSTEM. CABLE TRAY SHALL BE HUNG FROM STRUCTURAL CEILING USING TRAPEZE HANGERS, WITH 3/8" THREADED RODS EVERY 6'. MOUNTING HEIGHT TO BE PER ARCHITECTURAL DRAWINGS. MANUFACTURER SHALL BE B -LINE. CABLE TRAY SHALL BE PAINTED BLACK. CABLE TRAY RUNS SHALL BE JOINED WITH APPROVED FITTINGS FUNISHED BY B -UNE. BOND CABLE TRAY SYSTEM WITH 1#6 /CU /GND TO BLDG. STEEL AT EACH ENDS. REFER TO ARCHITECTURAL DETAILS FOR EXACT LOCATION AND MOUNTING DETAILS. 18 CABLE TRAY SYSTEM; "BASKET STEEL WIRE" STYLE, 12 "WIDE X 2" HIGH. WALL MOUNTING, LENGTH AS SHOWN. PROVIDE ALL NECESSARY HARDWARE AND FITTINGS FOR A COMPLETE TRAY SYSTEM AS SHOWN. PROVIDE B -UNE CAT# FT212 -BLK. PROVIDE GROUND BONDING AS DESCRIBED UNDER NOTE #1. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND MOUNTING DETAILS. ® REFER TO ARCHITECTURAL SHEETS FOR UNISTRUT DETAILS. 20 REFER TO SECURITY NOTES FOR MOTION DETECTOR INSTALLATION. 21 PROVIDE 1/2" CONDUIT LINK FROM 5- BUTTON OVERRIDE SWITCH IN BACK OF HOUSE TO OVERRIDE SWITCH AT REGISTER AND LIGHTING CONTROL PANEL SEE DETAIL 2 ON SHEET E1.3. 22 PROVIDE JUNC11ON BOX FOR CONNECTION TO SPEAKER TYPE 'SP3'. ROUTE CONDUIT TO NEAREST CABLE TRAY. ALARM GENERAL NOTES: 1. PLEASE FOLLOW MANUFACTURER'S INSTALLATION REQUIREMENTS AS THEY PERTAIN TO POWER. FOR ALL CONTROL PANEL GROUNDING, USE 14GA SOLID COPPER WIRE TO CONNECT TO CWP OR EQUIVALENT TERMINATION. 2. DO NOT CONNECT TELEPHONE LINE TO THE DIGITAL COMMUNICATOR UNTIL THE COMPLETED SYSTEM IS READY TO BE PROGRAMMED, THOROUGHLY TESTED AND PUT INTO SERVICE WITH THE MONITORING CENTER. 3. THE 110 BREAKER FOR THE EQUIPMENT MUST BE LOCKED OUT AT THE ELECTRICAL FUSE POWER PANEL 4. REMOTE PROGRAMMING WILL ONLY BE COMPLETED WHEN BOTH AC TRANSFORMER & DC BATTERY VOLTAGE SOURCES ARE PRESENT AT THE CONTROL PANEL 5. UPON COMPLETION OF INSTALLATION, TECHNICIANS MUST SUPPLY CSI WITH AS- BUILTS. PLEASE SEND MARKED PLANS TO YOUR INTERNAL CHECKPOINT PROJECT MANAGER. b WLP CITYRKtrgatA APR ,0 7 -.2011 PERMIT CENTER SEPARATE p PERMIT �A 1. APR REQUIRED TD1102_E21 Linane /Drews Architects West Burbank Blvd Floor CA 91505 Fax ■:c..- w.cs- ..via.•Ii i / v \ r v 3500 s/ Second Burbank, 818.972.5080 818.848.3895 All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. wig 4. ii ,f- . S '`,, • ,� - . \ i •y �` .. P '?dzs ok 4 A, 44 dp DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817 - 410 -2868 FAX 817 - 261 -8411 ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 No. REVISION ISSUES: DATE A A A A A A A A A A _, , Nep' store WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By DM A/E Job Number TD1102.00 Checked By KG File Name TD1102_E21 Project Mgr. DM Scale: Title: LOW VOLTAGE PLAN Sheet No. _ x E2.1 PLOT DATE 3.25.2011 PLUMBING THE GENERAL CONDITIONS AND GENERAL REQUIREMENTS SECTIONS SHALL APPLY DIRECTLY TO THIS SECTION AS THOUGH PRINTED HEREIN. 1. SCOPE A. WORK INCLUDED ALL LABOR,MATERIALS,EQUIPMENTS AND INCIDENTALS REQUIRED TO FURNISH AND INSTALL ALL PLUMBING WORK AS INDICATED ON THE PLANS, SPECIFIED HEREIN, AND /OR AS NECESSARY TO COMPLETE THE WORK INCLUDING BUT NOT LIMITED TO THE FOLLOWING 1. WASTE AND VENT SYSTEM, 2. DOMESTIC HOT AND COLD WATER SYSTEMS. 3. CONDENSATE DRAIN SYSTEM. 4. PLUMBING FIXTURES, EQUIPMENT, TRIM. 5. ROUGH -IN AND FINAL CONNECTIONS OF WATER AND DRAIN NOT INCLUDED IN THIS SECTION OR AS TO EQUIPMENT, FURNISHED BY OWNER. 6. GAS SYSTEM. 7. EXCAVATION AND BACKFIWNG. 8. TESTING. 2. EXAMINATION OF THE SITE EXAMINE THE SITE AND ALL CONDITIONS THEREON OR THEREIN. TAKE INTO CONSIDERATION ALL CONDITIONS THAT MAY AFFECT THE WORK UNDER THIS CONTRACT. LACK OF 11-1I5 INFORMATION WILL NOT BE CONSIDERED AS JUSTIFICATION FOR EXTRA COST OR ALLOWANCES TO THE CONTRACT SUM. 3. CODES AND REGULATIONS A. ORDINANCES AND REGULATIONS: IN ADDITION TO COMPLYING WITH THE SPECIFIED REQUIREMENTS, COMPLY WITH PERTINENT REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION. B. PERMITS AND INSPECTIONS: APPLY AND PAY FOR ALL PERMITS FOR THE INSTALLATION OR CONSTRUCTION OF THE PLUMBING WORK REQUIRED BY ANY LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION AND FURNISH ALL NECESSARY DRAWINGS REQUIRED FOR SAME. ARRANGE FOR INSPECTIONS AND EXAMINATIONS AS REQUIRED, AND DELIVER CERTIFICATES OF ALL INSPECTIONS TO THE OWNER. 4. DRAWINGS AND SPECIFICATIONS A. THE DRAWINGS ARE IN PART DIAGRAMMATIC AND ARE INTENDED TO CONVEY THE SCOPE OF THE WORK; THEY INDICATE THE GENERAL ARRANGEMENT AND APPROXIMATE SIZES OF EQUIPMENT, PIPING, ETC. FOLLOW THE DRAWINGS AS CLOSELY AS PRACTICAL IN LAYING OUT THE WORK, BE GUIDED BY THE CONDITIONS AT THE JOB AND CONSULT THE CONSTRUCTION DRAWINGS OF THE OTHER TRADES TO BECOME FAMILIAR WITH ALL CONDITIONS AFFECTING THE WORK. B. VERIFY ALL CLEARANCES IN AREAS WHERE WORK WILL BE INSTALLED AND COORDINATE THE WORK WITH THAT OF THE OTHER TRADES AND OTHER SECTIONS OF THE SPECIFICATIONS. C. WHERE JOB CONDITIONS; OR THE ARCHITECT REQUIRE REASONABLE CHANGES IN INDICATED LOCATIONS AND ARRANGEMENT, MAKE SUCH CHANGES WITHOUT ADDITIONAL CHARGE. D. IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO PROVIDE COMPLETE OPERATING SYSTEMS, UNLESS SPECIFICALLY NOTED TO THE CONTRARY. THE OMISSION FROM THE DRAWINGS OR SPECIFICATIONS OF ANY MINOR DETAILS OF CONSTRUCTION, INSTALLATION, MATERIALS, OR SPECIALTIES NECESSARY FOR A SAFELY OPERABLE SYSTEM SHALL NOT RELIEVE THE CONTRACTOR FROM FURNISHING THE SUCH ITEMS IN PLACE, COMPLETE. 5. SUBSTITUTIONS A. NO SUBSTITUTIONS ALLOWED. 6. SUBMITTALS A. PRODUCT DATA: SUBMIT MATERIAL UST OF ITEMS PROPOSED TO BE PROVIDED UNDER THIS SECTION. INCLUDE MANUFACTURERS' SPECIFICATIONS, CATALOG CUTS, AND OTHER DATA NEEDED TO COMPLY WITH THE SPECIFIED REQUIREMENTS. SUBMIT ALL PRODUCT DATA ATONE TIME, BOUND BETWEEN COVERS. PARTIAL SUBMITTALS WILL NOT BE ACCEPTED. B. SHOP DRAWINGS OR OTHER DATA AS REQUIRED TO INDICATE METHOD OF INSTALLATION AND ATTACHMENT OF PIPING, AND EQUIPMENT, EXCEPT WHERE SUCH DETAILS ARE FULLY SHOWN ON THE DRAWINGS. C. RECORD DRAWINGS AND MANUALS: PROVIDE AND KEEP AT JOB SITE A COMPLETE RECORD SET OF BLUELINE PRINTS, CORRECTED DAILY TO SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS AND SPECIFICATIONS. PRINTS FOR THIS PURPOSE MAY BE OBTAINED FROM THE ARCHITECT. DELIVER THE SET TO THE ARCHITECT. PAY FOR BLUEPRINTING PROJECT RECORD DRAWINGS. 7. OPENINGS A. OPENINGS OR HOLES FOR PIPING OR EQUIPMENT WILL NOT BE ALLOWED IN ANY STRUCTURAL MEMBERS WITHOUT CONSENT OF THE ARCHITECT. B. FRAMED OPENINGS HAVE BEEN INDICATED ON THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. AT A TIME IN ADVANCE OF THE WORK, VERIFY THE LOCATION AND SIZE OF OPENINGS OR FURNISH NEW INSTRUCTIONS AS TO THE REQUIREMENTS FOR THESE OPENINGS. SHOULD THE FURNISHING OF THIS INFORMATION BE NEGLECTED, DELAYED OR INCORRECT, AND ADDITIONAL CUTTING, NOTCHING, OR BORING IS FOUND TO BE REQUIRED, THE WORK SHALL BE DONE AS DIRECTED BY THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. C. MAKE ABSOLUTELY WATERTIGHT ANY OPENINGS THROUGH WATERPROOFED CONSTRUCTION CAUSED BY THE PENETRATION OF PIPING IN A MANNER APPROVED BY THE ARCHITECT. 8. QUALITY ASSURANCE AND PRODUCT HANDLING A. USE ALL MEANS NECESSARY TO PROTECT PLUMBING MATERIALS BEFORE, DURING AND AFTER INSTALLATION AND TO PROTECT THE INSTALLED WORK AND MATERIALS OF ALL OTHER TRADES. B. IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE SATISFACTION OF THE ARCHITECT AND AT NO ADDITIONAL COST TO THE OWNER. 9. NOISE AND VIBRATION IT IS THE SPECIFIC INTENT OF THESE SPECIFICATIONS AND DESIGN CONDITIONS THAT THE ENTIRE SYSTEM INCLUDING EQUIPMENT, PIPING,AND ALL OTHER PARTS BE NOISELESS AND FREE OF VIBRATION TRANSMISSION. PROVIDE AND INSTALL VIBRATION DAMPERS, SOUND INSULATION PADS, FLEXIBLE CONNECTORS AND SIMILAR MATERIAL AS REQUIRED, TO PREVENT TRANSMISSION TO THE BUILDING STRUCTURE OF SOUND AND VIBRATION CAUSED BY THE FLOW OF FLUIDS, MOTORS, AND MOTOR OPERATED EQUIPMENT. IF, AS A RESULT OF THE NSTALLATTON, NOISE OR VIBRATIONS OCCURS IN THE BUILDING, MAKE THE NECESSARY CORRECTIONS AT NO COST TO THE OWNER. DO NOT REDUCE THE CAPACITY OF ANY EQUIPMENT. 10. WARRANTY BE RESPONSIBLE FOR ALL WORK UNDER THIS SECTION, ADJUST ALL VALVES, CONTROLS, VACUUM BREAKERS AND OTHER INCIDENTAL ITEMS.LEAVE THE SYSTEM IN PERFECT OPERATING CONDITION. REPAIR,REGULATE AND REPLACE ANY DEFECTIVE WORKMANSHIP, MATERIALS, AND EQUIPMENT WHICH MAY BECOME APPARENT WITHIN ONE YEAR AFTER THE DATE OF THE FINAL ACCEPTANCE OF THE WORK, AT NO ADDITIONAL COST TO THE OWNER. FURNISH THE OWNER ALL MANUFACTURER'S WRITTEN WARRANTIES OF MATERIALS AND EQUIPMENT. 11. MATERIALS A. SOIL,WASTE AND VENT: ENFIELD ELECTROFUSION COPOLYMER PLY PROPYLENE PIPE AND FITTINGS. ACID CHECK B. DOMESTIC WATER(ABOVE GROUND): TYPE L HARD DRAWN COPPER ASTM B88.AND WROUGHT COPPER FITTINGS. C. DOMESTIC WATER(BELOW GROUND; UINSIDE BUILDING K SOFT DRAWN COPPER. U): TYPE D. DOMESTIC WATER(BELOW GROUND; UOUTSIDE BUILDING, 3" AND SMALLER U): TYPE K HARD DRAWN COPPER. E. DOMESTIC WATER(BELOW GROUND; U): DUCTILE IRON CLASS 51. CONFORM TO AWWA STANDARD LARGER C -151. PIPE AND FITTINGS SHALL BE CEMENT LINED IN ACCORDANCE WITH AWWA STANDARS C -104. FITTINGS SHALL CONFORM TO AWWA STANDARD C -110. 250 PSI PRESSURE RATING, STANDARD OUTSIDE COATING AND CEMENT MORTAR LINING. JOINT SHALL CONFORM TO AWWA STANDARD C -11, MECHANICAL OR PUSH -ON JOINTS. F. INDIRECT DRAIN: TYPE L HARD DRAWN COPPER TUBING ASTM B.88 WITH WROUGHT COPPER FITTINGS. G. GAS: 2 -1/2" AND SMALLER: SCHEDULE 40 BLACK STEEL PIPE WITH 150 PSI. BLACK BANDED MALLEABLE IRON SCREWED FITTINGS. 3" AND LARGER: SCHEDULE 40 BLACK STEEL PIPE WITH 150 PSI BUTT WELDED BLACK MALLEABLE IRON FITTINGS. 11B.PIPE FITTINGS 1. PROVIDE FITTINGS FOR CAST IRON SOIL PIPE OF THE SAME MATERIAL, WEIGHT AND QUALITY SPECIFIED FOR PIPE. 2. PROVIDE FOR BLACK STEEL PIPES 2 -1/2" AND SMALLER, BANDED, BLACK MALLEABLE IRON FITTINGS. 3. PROVIDE FOR COPPER WATER PIPES, WROUGHT COPPER SOLDER JOINT FITTINGS. CAST FITTINGS WILL NOT BE PERMITTED. 4. PROVIDE FOR EXPOSED FIXTURE CONNECTIONS, 85 %%% CAST RED BRASS, POLISHED AND CHROMIUM PLATED FITTINGS. 11C.UNIONS UNION SHALL BE PROVIDED AT ALL EQUIPMENT, AT POINTS ADJACENT TO ALL VALVES, AND ELSWHERE AS REQUIRED TO PERMIT SERVICING OF FIXTURES. UNIONS TO AS MANUFACTURED BY CRANE OR EQUAL 11 D.VALVES 1. GENERAL: NON RISING STEM MAY BE USED ONLY WHERE THERE IS INSUFFICIENT CLEARANCE. SOLDER JOINT OR SCREWED TYPE VALVES SHALL BE USED IN COPPER PIPING. VALVES OF ONE TYPE SHALL BE OF THE SAME MANUFACTURER. NIBCO OR APPROVED EQUAL VALVES SCHEDULE GATE VALVE: NIBCO NO. S -113 GLOBE VALVE: NIBCO S -211 -Y CHECK VALVE: NIBCO NO. S -413 -Y BALL VALVE: NIBCO NO. S -580 2. PRESSURE AND TEMPERATURE RELIEF VALVE: MCDONNEL AND MILLER, MUELLER, OR WATTS. GAS COCK: NORDSTORM OR EQUAL 11E.PIPE SUPPORTS FEE MASON OR APPROVED EQUAL 11F.SLEEVES PROVIDE ELCEN "E -Z CRETE" RUST -PROOF SLEEVES OF THE SIZE REQUIRED. 11G.ACCESS PANELS & BOXES PROVIDE ACCESS PANELS AS MANUFACTURED BY J.R.SMITH ELMDOR OR EQUAL QUALITY AND STYLE . PROVIDE ACCESS PANELS WITH THE SME FIRE RATING THE WALL OR CEILING IN WHICH THEY ARE INSTALLED. 1. PLASTER WALL AND CEILING: ELMDOR PW SERIES AKL HINGED PRIME COATED STEEL TRIMLESS ACCESS PANEL WITH PLASTER GROUND. 2. TILE, DRYWALL AND CEILING: ELMDOR PW SERIES AKL HINGED STAINLESS STEEL FLANGED ACCESS PANEL WITH BRIGHT FINISHE FOR TILE WALLS, PRIME COATED STEEL FOR PAINTED WALLS. 3. ACOUSTICAL TILE: ELMDOR AT SERIES AKL HINGED PRIME COATED STEEL FLANGED ACCESS PANEL 4. FIRE RATED WALL AND CEILING: ELMDOR FR SERIES AKL WITH RECESSED TURN LATCH. IN AS 11H.FLASHING PROVIDE FOR EACH PIPE PASSING THROUGH THE ROOF 3 LBS. SEAM- LESS LEAD FLASHING ASSEMBLY.FLASHING TO HAVE STEEL REINFORCED CONICAL BOOT AND COUNTERFLASHED WITH HOODED CAST IRON COUNTER- FLASHING SHEET LEAD TURNED DOWN TO THE PIPE AND SEALED TO THE PIPE. MANUFACTURED BY STONEMAN OR EQUAL 11I.PRESSURE GAUGES AND THERMOMETER MARSH TRERICE OR APPROVED EQUAL 11M.MOTORS AND ELECTRICAL APPARATUS PROVIDE MOTORS OF PROPER POWER AND SPEED TO SUIT SPECIFIED MAKES OF EQUIPMENT, HORSEPOWER AND ELECTRICAL CHARACTERISTICS AS INDICATED ON THE DRAWINGS. 12.TRENCHING AND BACKFIWNG A. DO ALL NECESSARY TRENCH EXCAVATIONS, SHORING AND BACKFILLING REQUIRED FOR THE PROPER LAYING OF ALL UNDERGROUND PIPING. MAKE TRENCHES AT LEAST 12 INCHES WIDER THAN THE GREATEST DIAMETER OF THE PIPE. SHOULD ROCK BE ENCOUNTERED, EXCAVATE SAME TO THE DEPTH OF ONE FOOT BELOW THE BOTTOM OF THE PIPE, AND FILL THE SPACE WITH WELL TAMPED SAND AND PEA GRAVEL B. LAY PIPE ON A BED OF SAND AT LEAST TWO INCHES DEEP. COVER PIPE WITH ANOTHER TWO INCHES OF SAND. 13.MANUFACTURER'S RECOMMENDATIONS INSTALL ALL EQUIPMENT, MATERIAL, FIXTURES, AND DEVICES IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. IN THE EVENT OF CONFLICT, CONSULT THE ARCHITECT FOR A DECISION AND PERFORM THE WORK IN ACCORDANCE WITH HIS DECISION. 14.INSTALLA11ON OF PIPING A. GENERAL: 1. CLEAN ALL PIPE AND REMOVE ALL SCALE, SAND, DIRT, ETC., BEFORE INSTALLATION. USE FULL LENGTHS OF PIPE WHENEVER POSSIBLE TO MINIMIZE THE NUMBER OF COUPLINGS. 2. CUT PIPES ACCURATELY TO MEASUREMENTS ESTABLISHED ON THE SITE. WORK PIPES INTO PLACE WITHOUT SPRINGING OR FORCING, AND PROPERLY CLEAR EQUIPMENT, DOORS AND OPENINGS OF BUILDINGS. 3. INSTALL ALL PIPING TO RUN PARALLEL TO THE BUILDING CONSTRUCTION AND ARRANGE TO FORM NEAT AND SYMMETRICAL PATTERNS TO INSURE THE BEST APPEARANCE POSSIBLE. 4. UNLESS OTHERWISE SPECIFIED, CONCEAL ALL PIPE IN WALLS , PARTITIONS OR FURRED SPACES. 5. INSTALL PIPING AT THE EXTERIOR OF THE BUILDING, AT A MINIMUM DEPTH OF 18" BELOW FINISH GRADE. DO NOT EXPOSE PIPES ON THE EXTERIOR OF BUILDING. 6. USE PROPER SHORING AND RIGGING METHODS. 7. PROCEED WITH THE ROUGH PIPING AS RAPIDLY AS THE GENERAL CONSTRUCTION WORK WILL PERMIT AND HAVE ALL OF THE ROUGH PIPING IN AND STUBBED OUT TO THE PROPER POINT AND TESTED,IN EACH CASE, BEFORE ANY LATH, PLASTER OR FINISH WORK OF THE CEILINGS, PARTITIONS, WALLS, OR FLOORS ARE IN PLACE. 8. INSTALL ALL PIPES WITH ALLOWANCES FOR EXPANSION AND CONTRACTION. CONSTRUCT SO THAT STRAINS WILL BE EVENLY DISTRIBUTED WITHOUT DAMAGE TO THE SYSTEM. AVOID BUILDING ERECTION STRESSES INTO THE PIPING. 9. MAKE CONNECTION BETWEEN COPPER OR BRASS PIPING AND STEEL WITH APPROVED DIELECTRIC COUPLINGS. 10.AVOID CONNECTIONS AND EQUIPMENT INSTALLATION THAT COULD CAUSE A CROSS CONNECTION BETWEEN WATER SUPPLY AND DRAINAGE. 11.COVER ALL EXPOSED CONNECTIONS TO PLUMBING FIXTURES WITH POLISHED AND CHROMIUM PLATED SEAMLESS COPPER CASING. 12.SHOW NO TOOL MARKS OR THREADS ON EXPOSED PLATED, POLISHED, OR ENAMELED CONNECTIONS FROM FIXTURES. B. SOIL, WASTE, VENT AND DRAINAGE PIPING: 1. INSTALL PIPING AS STRAIGHT AS POSSIBLE AND MAKE ALL CHANGE IN DIRECTION WITH FITTINGS. MAKE OFFSETS AT 45 DEGREES OR LESS. 2. EXTEND ALL VENT PIPES AT LEAST 6" ABOVE FINISHED ROOFSURFACES AND HIGHER WHEREVER REQUIRED BY LOCAL PLUMBING ORDINANCES. C. WATER PIPING: 1. RUN LEVEL WITHOUT POCKETS AND AS STRAIGHT AS POSSIBLE. 2. INSTALL HOT AND COLD WATER LINES AT LEAST 12" APART. 3. ISOLATE ALL WATER LINES FROM ALL PARTS OF THE BUILDING STRUCTURE AND HANGERS WITH 1/2" THICK WAFFLE PATTERN, HAIR FELT STRIPS OF A 2" MINIMUM WIDTH COMPLETELY SURROUNDING THE PIPES. USE PIPE ISOLATORS TO ISOLATE ALL PIPE HANGERS AND SUPPORTS. 4. INSTALL WATER HAMMER ARRESTORS IN AN UPRIGHT POSITION ON HOT AND COLD WATER PIPING HEADERS, AT EACH QUICK CLOSING VALVES AND PER WATER HAMMER ARRESTOR DETAIL ON SHEET P -1. 5. INSTALL VACUUM BREAKER ON WATER LINES WHERE REQUIRED BY CODE EVEN IF NOT SPECIFICALLY MENTIONED IN THE SPECIFICATION OR INDICATED ON THE DRAWINGS. 6. ARRANGE THERMOMETERS FOR EASY READING FROM THE FLOOR AND INSTALL ALL PRESSURE GAUGES WITH SHUT -OFF COCKS. D. GAS PIPING: 1. RUN LEVEL WITHOUT POCKETS AND AS STRAIGHT AS POSSIBLE. 2. MAKE ALL CONNECTIONS TO GAS BURNING EQUIPMENT AND APPLIANCES USING STRAIGHT -WAY EVEN HANDLE SERVICE COCK BEFORE CONNECTION TO BURNER. 15.JOINTS A. SCREWED STEEL PIPE: CUT THREADS WITH NEW CLEAN DIES. CAREFULLY - REAM AND INSPECT EACH PIECE OF PIPE BEFORE ERECTION.APPLY PIPE DOPE TO MALE THREADS ONLY. EXPOSE NO MORE THAN TWO THREADS. B. COPPER TUBING: CUT PIPE SQUARE, USING PROPER TOOLS AND REMOVE ALL BURRS, THOROUGHLY CLEAN END OF PIPE EQUAL TO DEPTH OF FITTING, USING SAND CLOTH, SANDPAPER OR STEEL WOOL FOR CLEANING PURPOSES. APPLY A COAT OF NO. 50 STREAMLINE PASTE TO PIPE AND FITTINGS. LIQUID FLUX WILL NOT BE PERMITTED. USE 95 -5 SOLDER.INSTALL ALL PIPING IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTION. C. COPPER OR BRASS PIPE: CUT THREADS WITH NEW CLEAN DIES, FULL THICKNESSES OF DIES. MAKE JOINTS WITH FRICTION CLAMPS AND FRICTION WRENCHES. THOROUGHLY REAM EACH PIECE OF PIPE. APPLY TAPE TO MALE THREADS. D. WELDING JOINTS: USE QUALIFIED WELDERS ONLY. MAKE WELDS WITH ELECTRIC ARC USING SUITABLE COATED RODS. PROPERLY BEVEL AND CLEAN ALL JOINTS BEFORE WELDING. WELD IN ACCORDANCE WITH AMERICAN WELDING SOCIETY STANDARDS AND GOVERNING CODES. 16.UNIONS INSTALL UNIONS ON CONNECTIONS TO ALL EQUIPMENT ON THE DOWNSTREAM SIDE OF ALL THREADED OR SOLDERED VALVES AND ELSEWHERE AS INDICATED ON THE DRAWINGS. 17.VALVES A. INSTALL SHUT -OFF VALVES IN ALL MAIN SERVICES, AT FIXTURES, AND WHERE REQUIRED TO PROVIDE COMPLETE ISOLATION OF ALL EQUIPMENT,DEVICES ,ETC. FOR THEIR PROPER SERVICING. ARRANGE VALVES TO GIVE COMPLETE AND REGULATING CONTROL OF PIPING SYSTEMS THROUGHOUT THE BUILDING. INSTALL ALL VALVES WITH BEST OF WORKMANSHIP, WITH NEAT APPEARANCE AND GROUPING, SO THAT ALL PARTS ARE EASILY ACCESSIBLE FOR MAINTENANCE. B. INSTALL TRAP PRIMER WITH SHUT -OFF VALVE AND UNION. 18.PIPE SUPPORTS A. SUPPORT SUSPENDED PIPING WITH CLEVIS OR TRAPEZE HANGERS AND RODS. IN CONCRETE SLABS SUPPORT PIPING FROM INSERTS OR ANCHORS. WHERE STEEL FRAMING IS USED, ATTACH SUPPORTS WITH SUITABLE CLAMPS AND TO WOOD FRAMING USE SUITABLE BOLTS OR LAG SCREWS. B. SUPPORT EACH ITEM INDEPENDENTLY FROM OTHER PIPES. DO NOT USE WIRE FOR HANGING OR STRAPPING PIPES. C. SPACE HANGERS AND SUPPORTS FOR HORIZONTAL STEEL PIPES ACCORDING TO THE FOLLOWING SCHEDULE: D. ALL PIPING WHICH IS NOT ISOLATED FROM CONTACT WITH THE BUILDING BY ITS INSULATION SHALL BE INSTALLED WITH A MANUFACTURED TYPE ISOLATOR.HORIZONTAL PIPING IN STUD WALLS MAY BE ISOLATED WITH HAIR FELT PADS SECURELY WIRED IN PLACE. E. ISOLATOR SHALL BE SEMCO TRISOLATORS. SERIES NO. 100 FOR I.PS. PIPING AND SERIES NO. 500 FOR COPPERTUBING AS MANUFACTURED BY STONEMAN ENGINEERING AND MFG. CO. PIPE SIZE: MAXIMUM SPACING ON CENTER 1 -1/4" AND SMALLER - - -- 8' -0" 1 -1/2" AND LARGER - - -- 10' -0" OTHER LOCATIONS: VALVES, FITTINGS AND CHANGE IN DIRECTION. F. SPACE HANGERS AND SUPPORTS FOR HORIZONTAL COPPER TUBING ACCORDING TO THE FOLLOWING SCHEDULE: TUBE SIZE: MAXIMUM SPACING ON CENTERS: 1 -1/2" AND SMALLER - - -- 6' -0" 2" AND LARGER - - -- 8' -0" OTHER LOCATIONS: VALVES, FITTINGS AND CHANGE IN DIRECTION. G. PROVIDE SWAY BRACING ON HANGERS LONGER THAN 18 ". H. ARRANGE PIPE SUPPORTS TO PREVENT EXCESSIVE DEFLECTION, AND TO AVOID EXCESSIVE BENDING STRESS. I. SUPPORT VERTICAL PIPING WITH RISER CLAMPS SECURED TO THE PIPING AND RESTING ON THE BUILDING STRUCTURE. PROVIDE AT EACH FLOOR UNLESS OTHERWISE NOTED. J. SUPPORT PIPING INDEPENDENTLY AT PUMPS, TANKS AND SIMILAR LOCATIONS, SO THAT WEIGHT OF PIPE WILL NOT BE SUPPORTED BY THE EQUIPMENT. K. HUBLESS PIPING: PROVIDE HANGERS ON THE PIPING AT EACH SIDE OF, AND WITHIN 6" OF, HUBLESS PIPE COUPLING SO THE COUPLING WILL BEAR NO WEIGHT. MAINTAIN ALIGNMENT AND PREVENT SAGGING OF PIPE, AND MAKE ADEQUATE PROVISION TO PREVENT SHEARING AND TWISTING OF THE PIPE AND THE JOINT. DO NOT PROVIDE HANGERS ON COUPLINGS. HORIZONTAL SPACING: 5' -0" OTHER LOCATIONS: FITTINGS AND CHANGE IN DIRECTION. L SUPPORT PIPING ON ROOF ON 2" X 4" REDWOOD BLOCKS 12" LONG AT MAXIMUM OF 8' -0" O.C. ANCHOR PIPING TO BLOCKS. M. HANGER RODS SHALL CONFORM TO THE FOLLOWING TABLE: PIPE SIZE 2" AND SMALLER: 3/8 INCH ROD PIPE SIZE 2 -1/2" AND 3 ": 1/2 INCH ROD PIPE SIZE 4" AND 5 ": 5/8 INCH ROD 19. 19.INSULATION A. INSULATE ALL DOMESTIC HOT WATER SUPPLY AND RETURN PIPING. DO NOT COVER UNIONS.THICKNESS SHALL BE IN ACCORDANCE WITH TABLE ON P -1 (ENERGY NOTES). MATERIAL TO BE SAME AS SPECIFIED BELOW IN "B" B. INSULATE ALL CONDENSATE DRAIN PIPING WITH 1/2" THICK ARMSTRONG 2000 OR ELASTOMERIC OR IMCOA POLYOLFIN FOAM PIPE INSULATION. ALL JOINTS SHALL BE SEALED WITH IMCOA ADHESIVE. ALL FITTINGS TO BE INSULATED WITH MITER CUT PIECES. WATER PIPES RUN IN EXTERIOR WALL CHASES ARE TO BE COVERED WITH 3/4" INSULATION. FIBERGLASS INSULATION IS NOT ALLOWED. C. PROVIDE INSULATION CONTINUOUS THROUGH HANGERS AND ROLLERS. D. INSULATE THE TAIL PIECE, "P" TRAP, TRAP ARM AND HOT WATER SUPPLY PIPING AT EACH FIXTURE FOR HANDICAPPED USE. HANDI LAV -GUARD INSULATION KITS. MANUFACTURED BY TRUEBRO INC. 20. PIPE WRAPPING SPIRALLY WRAP ALL UNDERGROUND STEEL AND COPPER PIPING WITH PLASTIC TAPE ONE HALF LAPPED TO GIVE DOUBLE THICKNESS. WRAPALL FIELD JOINTS AFTER PRESSURE TEST. WHERE SOIL IS CORROSIVE ATTACH ANODES TO ALL UNDERGROUND STEEL PIPING WITH ISOLATION UNIONS IN ACCORDANCE WITH RECOMMENDATIONS OF A CORROSION ENGINEER. A. FOR INSULATED PIPE, PROVIDE SLEEVES OF ADEQUATE SIZE TO ACCOMMODATE THE FULL THICKNESS OF PIPE COVERING, WITH CLEARANCE FOR PACKING AND CALKING. B. CALK THE SPACE BETWEEN SLEEVE AND PIPE OR PIPE COVERING, USING A NON COMBUSTIBLE, PERMANENTLY PLASTIC, WATERPROOF, NON- STAINING COMPOUND WHICH LEAVES A SMOOTH FINISHED APPEARANCE, OR PACK WITH NON COMBUSTIBLE INSULATING ROPE TO WITHIN 1/2" OF BOTH WALL FACES, AND PROVIDE THE WATERPROOF COMPOUND DESCRIBED ABOVE. C. FINISH AND ESCUTCHEONS: 1. SMOOTH UP ROUGH EDGES AROUND SLEEVES WITH PLASTER OR SPACKLING COMPOUND. 2. PROVIDE 1" WIDE CHROME OR NICKEL PLATED ESCUTCHEONS HELD IN PLACE WITH SET SCREW FOR ALL PIPES EXPOSED TO VIEW IN FINISHED SPACES. 22.CLEANOUTS A. PROVIDE CLEANOUTS OF SAME NOMINAL SIZE AS THE PIPES THEY SERVE, EXCEPT WHERE CLEANOUTS ARE REQUIRED IN PIPES 4" AND LARGER PROVIDE 4" CLEANOUTS. B. MAKE CLEANOUTS ACCESSIBLE. AFTER PRESSURE TESTS ARE MADE AND APPROVED, THOROUGHLY GRAPHITE THE CLEANOUT THREADS. 23.TAGGING AND IDENTIFICATION LABEL ALL VALVES WITH SECURELY ATTACHED METAL TAGS SHOWING THE SERVICE AND VALVE NUMBER. STAMP TAGS WITH BLACK FILLED NUMBERS AND LETTERS. PRIOR TO FINAL INSPECTION, SUBMIT TO ARCHITECT TWO COPIES OF CHART SHOWING VALVE NUMBER, SERVICE, VALVE LOCATION AND AREA CONTROLLED. 24.TESTING A. TEST ALL WORK UNDER THE SUPERVISION OF THE REPRESENTATIVE OF THE ARCHITECT AND /OR OWNER AND INSPECTED BY ALL AUTHORITIES HAVING JURISDICTION OVER THIS WORK. DELIVER FOUR (4) SETS OF ALL TEST CHARTS AND REPORTS TO THE ARCHITECT. B. PRESSURE TESTS: TEST THE VARIOUS PARTS OF THE SYSTEMS BEFORE PIPING IS CONCEALED AS REQUIRED BY GOVERNING AUTHORITIES AND PAY ALL COSTS FOR SAME. 1. ENTIRE SOIL, WASTE AND VENT PIPING SHALL BE TESTED WITH MINIMUM OF 10 FEET HEAD OF WATER FOR THREE (3) HOURS. 2. ALL DOMESTIC WATER PIPING SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE OF 150 PSI FOR THREE (3) HOURS. 3. ALL GAS PIPING SHALL BE TESTED UNDER AIR PRESSURE OF 50 PSI HELD FOR FOUR (4) HOURS WITHOUT ANY DROP IN PRESSURE. CHECK EACH JOINT AND GAS COCK WITH SOAP SUD. C. OPERATING TESTS: 1.BEFORE FINAL ACCEPTANCE, PERFORM OPERATING TESTS FOR A DURATION OF EIGHT HOURS. FURNISH ALL LABOR AND INSTRUMENTS FOR TESTS. D. SHOULD THE CONTRACTOR REFUSE OR NEGLECT TO MAKE ANY TESTS NECESSARY TO SATISFY THE OWNER, OR HIS REPRESENTATIVE, THAT HE HAS CARRIED OUT THE TRUE INTENT AND MEANING OF THE SPECIFICATIONS, THE OWNER MAY MAKE SUCH TESTS AND CHARGE THE EXPENSE THERE OF TO THE CONTRACTOR. 25.CLEANING A. THOROUGHLY CLEAN ALL EQUIPMENT AND PIPING TO REMOVE DUST, SCALE, PLASTER, OR ANY INTERNAL OBSTRUCTIONS BEFORE ANY COVERING IS INSTALLED OR ANY PIPING, OR EQUIPMENT IS PAINTED AND /OR PLACED IN OPERATION. CLEAN EXPOSED PARTS OF EQUIPMENT, REMOVE OIL AND GREASE, AND LEAVE THE BRIGHT METAL PARTS CLEAN AND POLISHED. RESTORE FINISHED SURFACES IF DAMAGED, AND DELIVER ENTIRE INSTALLATION IN APPROVED CONDITION. B. DURING THE PROGRESS OF THE WORK, CAREFULLY CLEAN UP AFTER YOUR MEN, AND LEAVE THE PREMISES AND ALL PORTIONS OF THE BUILDING IN WHICH YOU ARE WORKING, FREE FROM DEBRIS. UPON COMPLETION OF THE WORK, REMOVE ALL RUBBISH, DEBRIS AND SURPLUS MATERIALS RESULTING THEREFROM FROM THE PREMISES, AND LEAVE THE SITE IN AND, CLEAN AND ACCEPTABLE CONDITION AS APPROVED BY THE ARCHITECT. C. BEFORE BEING PLACED IN OPERATION, FLUSH CLEAN INSIDE OF PIPES, ETC. CLEAN ALL STRAINERS AFTER OPERATIONAL TESTS. CLEAN PLUMBING FIXTURES OF PROTECTIVE MATERIALS AND CLEAN AND POLISHED ENTIRE ASSEMBLIES. CLEAN FLOOR DRAIN GRATES AND CHECK EACH FIXTURE TO INSURE AGAINST TRAP STOPPAGE. 26.WATER SYSTEM STERILIZATION BEFORE THE USE OF ANY PORTION OF WATER SYSTEM AND BEFORE FINAL ACCEPTANCE OF THE SYSTEM, THE PURITY OF THE SYSTEM MUST MEET THE REQUIREMENTS OF THE STATE BOARD OF HEALTH. SUBMIT A CERTIFICATE FROM AN APPROVED TESTING LABORATORY THAT THE WATER SYSTEM MEETS ALL THE PURITY REQUIREMENTS OF THE STATE BOARD OF HEALTH. OBTAIN WRITTEN APPROVAL FROM WATER TESTING LABORATORY AND SUBMIT TO GENERAL CONTRACTOR FOR APPROVAL 27.ADJUS11NG UPON COMPLETION OF AND AFTER CLEANING OF SYSTEM AND EQUIPMENT, CAREFULLY ADJUST FOR NORMAL OPERATION THE AUTOMATIC PARTS OF PLUMBING SYSTEMS. 28.OPERATION AND MAINTENANCE INSTRUCTIONS UPON COMPLETION OF THE WORK OF THIS SECTION AND BEFORE FINAL ACCEPTANCE, DELIVER TO THE ARCHITECT TWO COPIES OF AN OPERATION AND MAINTENANCE MANUAL CiYYRMiIA APR 0.1,2011 PERMIT CENTER TE SEPIm Aft P ppRO\IA TD1102_P01 Linane /Drews Architects West Burbank Blvd Floor CA 91505 Fax p ■:1K-E7.11.K- 1.7_Mi 191 l v (( liii �U 3500 V Second Burbank, 818.972.5080 818.848.3895 All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. it r `: p,4� fq Y (ith:$;; yy� ,� r A dp DON PENN CONSULTING ENGINEER 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76061 817- 410 -2858 FAX 817-251-8411 ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 No. REVISION ISSUES: DATE n A A A A A A A A . _ : ,.. ......, Net; i . tore WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By DM A/E Job Number TD1102.00 Checked By KG File Name TD1102_P01 Project Mgr. DM Scale: Title: PLUMBING SPECIFICATION Sheet „,-". No. P 0 • 1 ,..„_ ,„.. PLOT DATE: 3.25.2011 , SHUT OFF VALVE I I I AfP .:..................•i Ir.--Nlft., ° 3500 Second 111UP " Burbank, .114 818.972.5080 4"1 - (N) 1A EXTEND (N1A1A ) 5TE, 818.848.3895 All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane/Drews Architects, Incorporated 2011 All rights reserved. 4.,- ,, , - ' ,.% ., Iv 4 dp DON PENN CONSULTING ENGINEER 035 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817-410-2858 FAX 817-2514411 ISSUED FOR: DATE PRE BID/BLDG. DEPT. SUBMITTAL 03.25.11 I INGO ) ) ( No. REVISION ISSUES: DATE HATER METER-VERIFY REQUIREMENTS WITH THE UTILITY COMPANY AND MIKE ARNOLD PRIOR TO BID. REMOTE READ-OUT 15 REQUIRED. A A ,;:- ft - OF A ' ' / A A _ $04 STORE NUMBER: 357 ON A/E Job Number TD1102.00 Checked By KG File Name TD1102_P20 Project Mgr. DM GONNE-GT TO GOLD HATER MAIN. VERIFY LOGATION PRIOR TO BID. % Sheet No. P2•0 . I 3/4" GIAI 1/2"GIA1 tV 3/4" • • NG I* 1/2"GIA1 1/2'G lAl U/6 TO FPS TRAP PRIMER (TYP.-2) 1/2 * a HlAl 4.4 Atet■ -.." MS GIN 1, , , .,. 7 , 1/2"GIAI 'NH-' 4111.- -„ F.D. FD. 4i I/2"HIAI 4 IP 114I-I • -44/ 1/2"GIAI A - dI LAV P ...ir A. 1/2"GIAI OF lvt5 / EQ • - - - ----- , / - - - - -, -- • ...- .,,., ' 1 7 /1 / -1 \ r \ I I e,— i ; I 1 1 I / 1 , i . i 41:4 3"FD Ill ■1_ 1 \ \ 1 . . , , _-; L. _ r-------) 110mtift VENT $ HATER LINE TO (E) UTILITY LINES , %-- — — — i- IAIGO — —t VI F) ..-. ,..} T.G.G. SHALL PROVIDE WATER HAMMER V1ATER SUPPLY ISOMETRIC N.T.S. PLUME3IN6 PLAN TDa101_FI ® EXTEND N VENT (E) VENT SYSTEM (VIF) \‘ ....IC ■ . . .' ■ ■ / ■ < ■ CI-2"V 3'V I..- 3"V ■ ■ ■ .. / / . M5 1 if k ___„/ . -1- ,- ...• ,, ''' \ . . . ■ 1 2'V CID— I -I/2"V NCO ›- DF I i LEOEND GOLD HATER LINE WATER METER HOT WATER LINE BALL VALVE kk TEMPERED WATER LINE ------ GATE VALVE 4:7116 SANITARY LINE VACUUM RELIEF VALVE 1 VENT LINE — -- ---- TEMP. PRESSURE VALVE la EXPANSION TANK 6 BACKFLOW PREVENTOR Ilt MIXING VALVE 4*(0 IAIATER HAMMER ARREST. TRAP PRIMER TENANT MUST PROVIDE MAIN WATER SHUT-OFF VALVE AT EYE LEVEL IN RE5TROOM. TENANT CONTRACTOR MUST COVER MALL GLEANOUTS LOGATED IN THE FLOOR AND MUST PROVIDE AGGE55 TO ANY GLEANOUTS LOGATED IN NALL. NATER HEATER TAG MANUFACTURE MODEL FLOW RATE VOLT/PH lAtATTAGE 11A1H-1 EeMAX 5P2412 05 GPM 120/I • 2.4Klei 114H-2 EeMAX EX5208 _ 1.0 GPM 208/1 8.3KW ,..-- ,..„ \s, j , -,.., ,- , -..„ ,---- ,„ ,----- „‘,„, PROVIDE AGGESIBLE 4" '''' ' N. _CD 4",4 -, „ FLOOR OR WALL GLEANOUT. ■ .----- --., EXTEND (N) WASTE LINE \ TO (E) HASTE LINE (VIF) , .55,_ „5,„ ,,-_, ,--' -- „, „. „ ‘C..> ,/ ,_ ----' r N. ,..-- ■ ,,,- ■ --- ■ „---- ■ ■ , .- ■ ■ ■ NG TV —Cp - 4"11 .------ I / CI—, .--- -, ,--' ' cp— 3" F.D. -, -- 1 .) , --,„ -, 5555555 ,,, „ ss ..., . 414) , I k' I-I/2"V -..--- ,,,, -s„,.... "--,,,, ,-' ,,----' ,„ s, LAV ,,,-- / -->'- VIGO %.- , ) PROVIDE AGGESIBLE 4" FLOOR OR NALL GLEANOUT. CnYREPTAIIA , APR 0 42011 PERMIT CENTER SEPARATE PERMIT AND APPROVAL RECli iipc a SANITARY ISOMETRIG N5. .T. 2 TD1102_P20 Linane/Drews Architects \s West Burbank Blvd Floor CA 91505 Fax AfP .:..................•i Ir.--Nlft., ° 3500 Second 111UP " Burbank, .114 818.972.5080 818.848.3895 All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane/Drews Architects, Incorporated 2011 All rights reserved. L t ., St " ---• 07 ..) ., 4.' Q" .I■ • - dp DON PENN CONSULTING ENGINEER 035 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817-410-2858 FAX 817-2514411 ISSUED FOR: DATE PRE BID/BLDG. DEPT. SUBMITTAL 03.25.11 No. REVISION ISSUES: DATE A A A A A A A A A A ..1 taire •. .. store WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By DM A/E Job Number TD1102.00 Checked By KG File Name TD1102_P20 Project Mgr. DM Scale: Title: PLUMBING PLAN, DETAILS AND NOTES Sheet No. P2•0 PLOT DATE: 3.25.2011 / V.":4° / VERIFY MOUNTING HEIGHTS AND LOCATION WITH LOCAL AUTHOR! HAVING JURISDICTION 77/ / // / / / // // O� R G ,s O\ FIRE ALARvI PLAN I/4 " =1' -0" SECURITY \OTES: FIRE ALAR 1 SYSTE M LE E\ ® PULL STATION AT 45" AFF STROBE (AUDIO /VISUAL) AT 80" AFF V STROBE (VISUAL) DD DUCT SMOKE DETECTORS CI SMOKE DETECTOR 0 HEAT DETECTOR FACP FIRE ALARM CONTROL PANEL NOTE: ALL DEVICES SHALL BE COMPATIBLE WITH AND MAINTAIN THE UL LISTING OF EXISTING LANDLORD FA SYSTEM. G.C. SHALL FIELD VERIFY EXACT REQUIREMENTS FOR FIRE ALARM SYSTEM PRIOR TO BID. COORDINATE WITH LANDLORD AND LOCAL FIRE MARSHALL. SUPPLY AND INSTALL ALL NECESSARY EQUIPMENT. (AUDIO /VISUAL ALARMS, SMOKE DETECTORS, ETC.) AS REQUIRED. bt\,- CITYRSIONA APR, 0 7.2011 PERMITCENTER SEPARA PERMIT R T D1102_FA10 Linane /Drews Architects West Burbank Blvd Floor CA 91505 Fax ■ :•-•.1.11.1.M ■-ll ' ) 04 AO" 0 f r‘ ,) V v V 0110 3500 V Second Burbank, 818.972.5080 818.848.3895 All information shown or described herein is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. gin c .�. �e bj'` ..; U > ''- Cs G V - d wc,V wU 4 dp DON PENN CONSULTING ENGINEER 636 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76061 817 -410 -2858 FAX 817-251-8411 ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 No. REVISION ISSUES: DATE A A A A A A A A A A ., .... _. th,,e ' store WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By DM A/E Job Number TD1102.00 Checked By KG File Name TD1102JA10 Project Mgr. DM Scale: Title: FIRE ALARM PLAN Sheet No. • 0 A1 PLOT DATE 3.25.2011