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HomeMy WebLinkAboutPermit D12-367 - WESTFIELD SOUTHCENTER MALL - SOMA INTIMATES - TENANT IMPROVEMENTSOMA INTIMATES 260 SOUThCENTKR MALL D12 -367 City cilTukwila • 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: 260 SOUTHCENTER MALL TUKW Suite No: Project Name: SOMA INTIMATES Permit Number: D12 -367 Issue Date: 02/04/2013 Permit Expires On: 08/03/2013 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: MARY RYAN Address: PO BOX 3749 , MISSION VIEJO CA 92690 Contractor: Name: RUSSELL- FILAND BUILDERS INC Address: 15396 N 83 AV, STE F100 , PEORIA AZ 85381 Contractor License No: RUSSEBI958N9 Lender: Name: CHICO Address: 11215 METRO PY , FORT MYERS FL 33966 Phone: 949 582 -3735 Phone: 623 412 -8999 Expiration Date: 09/25/2014 DESCRIPTION OF WORK: NEW TENANT: BUILD OUT OF A MERCANTILE SPACE Value of Construction: $155,000.00 Fees Collected: $3,181.82 Type of Fire Protection: SPR]NKLERS /AFA International Building Code Edition: 2009 Type of Construction: IIB Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -367 Printed: 02 -04 -2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 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: Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: Permit Center Authorized Signature: N Public: Non - Profit: N Public: Date: 0 I hereby certify that I have read and e • ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied hether specified herein or not. The granting of this permit does not pre e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: OIJi 4(/r 1' 41994/ wimp Date: 2 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: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, doc: IBC -7/10 D12 -367 Printed: 02 -04 -2013 shall employ a special inspection agency ailliotffy the Building Official of the appointmenr to the first building inspection. The special inspector MI furnish inspection reports to the Building 0 in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 10: 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. 11: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 12: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 13: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 14: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 15: Manufacturers installation instructions shall be available on the job site at the time of inspection. 16: 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). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tulcwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tulcwila 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. 19: Special inspection for sprayed fire- resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire- resistance design as designated in the approved construction documents. 20: ** *FIRE DEPARTMENT CONDITIONS * ** 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 22: 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) 23: 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) 24: 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) 25: 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) doc: IBC -7/10 D12 -367 Printed: 02 -04 -2013 26: Fire extinguishers require monthly and y inspections. They must have a tag or Labe rely attached that indicates the month and year that the inspec i was performed and shall identify the compan 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) 27: 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) 28: 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) 29: 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) 30: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 31: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 32: 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 ram) 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) 33: 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) 34: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 35: 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) 36: 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) 37: 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) 38: AU 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. 2327). 39: 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 #2328. (ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALARM PANEL.) 40: Local U.L. central station supervision is required. (City Ordinance #2328) 41: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2328) 42: .All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC doc: IBC -7/10 D12-367 Printed: 02 -04 -2013 104.2) • 1 43: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 44: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 45: 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. 46: Post address on storefront per approved Westfield standards. 47: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 48: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 49: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D12 -367 Printed: 02 -04 -2013 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address . ri SO 0 Tenant Name: raimmt" /644-/ I i King Co Assessor's Tax No.: J� Suite Numb;I ' Floor: New enant: Yes PROPE�A RT YOWNER Name: /Y Q W/ , 6 46 ed e T----4 i • T Address::/ b / / /a/ ,k/r,, /v City s 4f C State: 4_ Zip/.900,_ ,Ils CONTACT PERSON — person receiving all project communication ,[� Name! %, l L /�� �f% // ���ctl DU� :.J Address: . /U , iO 337 City: % . d 6 " State: �/ Zip: A. Phone wo r / g Email: A,me_ y nd T.Di ` eed ei1 • 4/1-1 GENERAL CONTRACTOR INFORMATION Company Name: / Architect Name: Lq /, , ( / fo4,G, Az Address: /„ /30 3- SU /L '(i /10 , City: )/I ait? v' /l, Sttatte:0/. Zip: f3 e.�i IJ Address: Email: /.J //E State»L Zip Lg Citykijyre City: State: / Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\ApplicatiomWorms- Applications On Line\201 1 Applications\Permit Application Revised - 8 -9 -1 I.docx Revised: August 2011 bh 00 ARCHITECT OF RECORD j Company Name: `o a� a4 C ^ _ ,4, t 1 / / Architect Name: Lq /, , ( / fo4,G, Az Address: /„ /30 3- SU /L '(i /10 , City: )/I ait? v' /l, Sttatte:0/. Zip: f3 e.�i IJ Phone:( i� y'�� ke lJ x, // 7 Email: ENGINEER OF ORD Name: Company Nam : per/ , 0dk (C4/4 2 -TNC Engineer Name: :e." 'e /A �� s.0/y Address ?O (a JUN.g 4 G . /.J //E State»L Zip Lg Citykijyre ) Phone:( / i.,__,..6.-9_.6.--__,17E%--z) / Email: LENDER/BOND ISSUED (required for projects $5,000.oi... greater per RCW 9.27.095) Name: Address: / /' /� /� (��� City: .CIA State: 161_ ;33161 Page 1 of 4 i/6 C BUILDING PERMIT INFOR.MATIO1 -- 206 -431 -3670 Valuation of Project (contractor's bid price): $ /33— Describe the scope of work (please provide detailed information): e�7�c �n1 � x is i62 (�'EivfEt_ Existing Building Valuation: $ Will there be new rack storage? ❑ Yes 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: V 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 �JJ No If "yes ", explain: FIRE PRO CTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) w Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 27No If ''yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications \Forms - Applications On Line \2011 ApplicationsTermit Application Revised - 8.9 -11. dock Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per , IBC Type of Occupancy per IBC 1' Floor 1'y()O ��Q 0 NI I f ' / H tAii 2°d Floor J- R1-1 3`h 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: V 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 �JJ No If "yes ", explain: FIRE PRO CTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) w Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 27No If ''yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications \Forms - Applications On Line \2011 ApplicationsTermit Application Revised - 8.9 -11. dock Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES = • Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE OR THORIZED AGE Signature: Date: Print Name: /94 %3 47 Day Telephone: T — / — 73 5 Mailing Address: giO / //,SS /M/ jO'e City / State Zip H:Wpplications\Forms- Applications On Line12011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 4 of 4 COlk of Tukwila. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us SET RECEIPT Copy Reprinted on 02 -04 -2013 at 08:05:51 02/04/2013 RECEIPT NO: R13 -00697 Initials: JEM Payment Date: 02/04/2013 User ID: 1165 Total Payment: 2,538.32 Payee: DENNIS M FILAND (BY PHONE) SET ID: 0204 SET NAME: Temporary Set SET TRANSACTIONS: Set Member Amount D12 -367 EL12 -1088 PG12 -202 TOTAL: 1,930.15 443.32 164.85 1,930.15 TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA 2,538.32 TOTAL: 2,538.32 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES ELECTRICAL PERMIT - NONR ELECTRICAL PLAN - NONRES PLUMBING - NONRES STATE BUILDING SURCHARGE 000.322.100 000.322.101.00.0 000.345.832.00.0 000.322.103.00.0 640.237.114 TOTAL: 1,925.65 436.50 6.82 164.85 4.50 2,538.32 City of T *wi1ar Department of Community Development 6300 Southcenter Boulevard, Suite 8100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: No "Amu,. ci. tu kw ,/a. wa. us SET RECEIPT • Copy Reprinted on 11 -19 -2012 at 09:43:58 11/19/2012 RECEIPT NO: R12 -03149 Initials: JEM User ID: 1165 Payee: PERMIT RESOURCES, INC. Payment Date: 11/19/2012 Total Payment: 1,461.30 SET ID: S000001828 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D12 -367 EL12 -1088 M12 -180 PG12 -202 TOTAL: 1,251.67 102.31 66.11 41.21 1,251.67 TRANSACTION LIST: Type Method Description Amount Payment Check 21601 1,461.30 TOTAL: 1,461.30 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PLAN - NONRES 000.345.832.00.0 PLAN CHECK - NONRES 000.345.830 TOTAL: 102.31 1,358.99 1,461.30 INSPECTION RECORD Retain a copy with permit INSPECTIO 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 Proje t: 1 : ()�A -BAR /J Type f Inspection:, by , t 6._A 6 AN Address: -5 � f ' Date Called: Special Instructions: Date Wanted: 3 ,.� 3 ��n Requester: . Phone No: • Approved per applicable codes. El Corrections required prior to approval. COMMENTS: p'elr Inspec ' r: 64 kik n REINSPECTION FEE REQUIRED. Prior to next inspection..fee•must be. paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1 Date V r fJ ( o INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 t (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 r L---16 7 Pro t: .,... a S om A -1-k , / of Typ of Inspection: k�M016' . C_ t AC. Address: '?_.CEO s C-- M Date Called: Special Instructions: Date Wanted:. ....2 ......0, `pmt Requester: • Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: G-6) Tr P J `vas . Inspe� for: /` Date.' (,;r n 4 REINSPECTION FEE REQUIRED. Prior to next inspector ee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule}ribispection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 v. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proj t•: .�//■ -,� 1 Tvp offIInsspecttiion: J Address; Aitvi_ti Date Called: Special Instructions: -Ae i Date Wanted J ....z.43 Requester: Phone No: 1•e-- • ElApproved per applicable codes. Corrections required prior to approval. 1% COMMENTS: d ice- 1....,, Cn 1(� . A(, ---- -Ae i :i�"s: GAJ Cam? . v' ND f ,----...s. Inspector: 0,,,,z %l rate2 „Li.) 3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be . paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTIO O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 j: (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proje --. `7o�t4 .1_~t.'mktes Type of I specti4on: zpi 46. — wEk0. Addles a SC h( 4' Date Called: Special Instructions: Date Wanted• /�+ m. Requester: Ph(0 o 0Z - 71q q - 5e.� Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit _0(2.-3(0/ 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 -r _.� —Type a &4 LJr, -1 of Inspection, trAAA(n(a 16, Date Called: �% SJS. L" "Q Address: ^ ` ?COO .( tt M' I( Special Instructions: % Date Wanted:. `mr, 13 [ Requester: Phone No: (e — 9 q J-4 S&'._C Approved per applicable codes. Corrections required prior to approval. /2 COMMENTS: Insp ctor: Date i2t S REINSPECTIO N FEE REQ UIRED. or to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4-(0 INSPECTION RECORD �12-367 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 F. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Prot: ' 3n J-(4 . yt 44-i'S Typ f Inspection: ,n6 Are: O S C MA-II Date Called: ... Special Instructions: Date Wanted .5._/ p.m. Requester: PCo02-`141,3 �d45 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: P/14- LZAC-k- AlP.a 0A (s, . 1,,,- / ® �/eqLS 0A. { i ri e-c 4 ... r` jc d c_ T b 1 /2,1 A4 4:Ar _. Date:Z ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 atz (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 b,2 -367 ProjS v Al 0 t, YPe 0; InspuJectjpn: Add el ssy: s 6 m , 1i Date Called:" Special Instructions: / Date Wanted (S _1.3 P Requester: Pho `-' ne Nli a l 1.J�� Approved per applicable codes. D Corrections required prior to approval. COMMENTS: (1l)_6 C� /i i L -f' F r ! ��' v irr 74 Tv p CA ei)-A - a 4 f / I nspe or: D -IS -13 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 tir (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pr je&t: f V ---`. 1 i. -y� (..I u re ( 1 Type of Inspect • n: f � _ _ ,� . f Ad frets: 5 mil il J 1� , Date C II ,{ /� r�^ /_ l C�� Special Instructions: Date Wanted �. Y (S' —13 p.m. t Requester: Phone 1001- qty' -44 SE(S ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: P(14-- d 14— A T P1)60 teelo f Dr ~ _ ✓ 1 // Dated REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. F t. ,r• a•. R • if • INSPECTION RECORD PERMIT NO. Retain a copy with permit 1 ' 3 (c 7 INSP CTION N0. . : CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 F- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: cJ6AlA_1 Ni rim ATE c. Type of Inspection: :Ei_ (>3 Address: X60 eZyn km mWLI_ Date Called: Special Instructions: Date Wanted:. Requester: Phone No: (002 —/q9 — y 52)45 1 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: i f'.P_ t..... K ( 5 _ e d-P . l 3 . 044 ,p de.i� i1 c 4 Of- .s- i1 /tf (' Of- 6 J Ct A Inspec or: Date,;L 3 ® REINSPECTION FEE QUIRED.9ar to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. N. • • L9 A INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 6... A CITY OF TUKWILA BUILDING DIVISION C� 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Da -367 Project `_.. Type of tnspec io Ad7ress:k9 S / i Al 1 Date Called: Special Instructions: Date Wanted _i_13 r (P m. Requester: ✓ Pho ne No: / 2 -166.---4s.5 ElApproved per applicable codes. EJ Corrections required prior to approval. COMMENTS: n/, OK 3c/e ,!__CpeL -a,1 --a t g4fe1J -44 t_ tiA14 0- R Try itLi e_A r",,) & J f � �' l( SciLeL le S �, r A ,i _,,�,� p-e L,.) 4 , W ek-4 -J t a i k► /t. d4-43. 3,11 ..�p� YjL) G_iAi uPT L9 itA, ewe vicLe Inspegtor: Date: _ --7 13 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 , (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Q ,) Retain a copy with permit PERMIT Project: `- I ns ctio Addss;r S Aw4d, Date Call¢"d: Special Instructions: ' Date Wanted;) --(,,..3 t _a. m,. --(-e P.m. Requester: Pie No: ( .,40 2- ?4g --ieSsC Approved per applicable codes. Ij Corrections required prior to approval. / COMMENTS: ____o t *a 1i&: B 0 f: 2 f LAJe.6 0` /-111 ?1.‘ 5Q77) n J (1-: t 7 , Inspector: Dater (0 — /) REINSPECTION FEE REQUIR . Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit rnt•- 110 - r - d3 D - 36,? lam- -Da/o PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407' Project: SoAi A Sprinklers: Tyee of nspection: • R 5e / r, ni 44-- Address: (3 bo s . (. Suite #: vvx „A-L. L., .� Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: , Pre -Fire: Permits: Occupancy Type: e6.1, - o tom. c Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 1 �j, ,W9I(i3 Date: 11(13 Hrs.: I $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: 1 Zip: Word /Inspection - Record Form.Doc w .- '. 6/11/10 T.F.D. Form F.P. 113 v • • • • • :} INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit / 7- S- oa Die). _ 3 .6 7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: Svwh ��, t. ��� S Type of Inspection: 5P Cev Q,- Address: 0 6 p S .0 Suite #: . r14-L. L_ Contact Person: Special Instructions: Occupancy Type: , Phone No.: [Approved per applicable codes. Corrections required prior to approval. COMMENTS: D IL ---t-a c-epv • 4 4 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: , IInspector:A 5--e9- Date: W2e.V /3 Hrs.: I $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: 1 Company Name: Address: City: Word /Inspection Record Form.Doc State: I Zip: 6/11/10 T.F.D. Form F.P. 113 March 5, 2013 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com FINAL REPORT City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 -2544 Project: Soma Permit Number. D12 -367 Address: 260 Southcenter Mall, Space 116 Job Number: 13 -0087 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: 1. Welding Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Susan Rosenau -Moser Vice President Email c: Project Team RECEIVED CITY OF TUKWILA MAR 1 8 2013 PERMIT CENTER OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 264458 Project: Soma Address: 260 Southcenter Mall -Space 116, Tukwila Client: Russell - Filand Builders, Inc. Permit Number. Job Number: Client Address: ∎D 12 -367 13 -0087 15396 North 83rd Avenue - Suite F100 Peoria, AZ 85381 RECEIVED MAR 07 2013 COMMON' I Y DEVELOPMENT Inspections Performed Steel Decking Other (specify): Structural Steel Bolting X Other (specify): Structural Steel Fabrication Structural Steel Erection X Inspector and Date Remarks John Reeder 02/15/2013 On site to inspect the 3/16" fillet welds for L4/4 to existing at the new roof penetration bracing in Space 116. Welds done by David C. Browning: WABO #W09515 (expires July 1St, 2013) using the SMAW process with 7018. Inspected to the approved plans. CONFORMS Copies to: x Client x Engineer Owner x Contractor Architect )t Building Dept. Others Technical Responsibility: eff Rabe, Project Manager x This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888- OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -63 -05 (Rev 10/10) P OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing ilECE«/ED 131013 I )EVELOI'MEN f PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT Report Number: 260059 - Revised Permit Number: 0-13 -067 Job Number: 12 -0757 Project: Address: Inspector: Goodwill Industries - Tukwila 1174 Andover Parkway West, Tukwila John Reeder Client: Address: Date: Rainier Industries, LTD. 18375 Olympic Avenue South, Tukwila 12/18/2012 Description /Location: Inspected the pre - installed anchors for the awning frame at loading dock area. The anchor bolts appear to be Hilti KBTZ ' /z' x 5'/2" expansion anchors. From the visible length of the bolts showing, it appears that the anchor bolts have 3" to 5" embedment. Intended Use: Anchor bolts for awning frame Building Code & Year: 2009 IBC Anchor Type: ® Expansion ❑ Screw ❑ Sleeve ❑ Drop In Anchor Size & Quantity: '/2" (32) ESR Number: 1917 Anchor Manufacturer: Hilti -TZ Hole Diameter: N/A Hole Depth: 3 -5" Required Embedment: 3" Anchor Length: 5'/" Concrete Thickness: N/A Concrete Strength: N/A Base Material: ® Normal Weight Concrete ❑ Light Weight Concrete ❑ CMU ❑ Brick ❑ Composite Deck Hole Cleaning: ❑ Compressed Air ❑ Hand Pump ❑ Other: Drill Bit (ANSI B212.15): ❑ Yes ❑ No ORA Torque Wrench ID: 5998 Torque: 40 ft-lbs Weather: Overcast Ambient Temperature: 38 °F Reference Standard(s) Used: Copies to: X Client Owner Architect X Engineer Contractor X Building Dept. Others Comments Technical Responsibility: Conforms X Does Not Conform Wap-r.'-`sen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888- OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -87 -01 (Rev 7/09) t OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 262576 - Revised Project: Goodwill Industries, Tukwila Address: 1174 Andover Parkway West, Tukwila Client: Rainier Industries, Ltd. Permit Number: D -13 -067 Job Number: 12 -0757 18375 Olympic Avenue South Tukwila, WA 98188 Client Address: Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection X Other (specify): Other (specify): Inspector and Date Remarks Anthony Garland 02/15/2013 On site at Goodwill Tukwila for visual welding inspection. Inspection was done on the awning located at the drop -off walkway on the north side of the building, per note #8 of the general notes. Inspection was to be done during construction. Inspection had been missed and engineer was notified of circumstances. Visual inspection was performed on all welding of the four (4) 3 "x3 "xY" steel tube stanchions shown on detail C /OP4.00. Although welds have been painted, contour and face of weld was found to be visible, sufficient for visual inspection. All welds were found to meet AWS D1.1 Table 6.1 visual acceptance criteria. NOTE: Photographs of base plate construction were received from contractor. Anchor bolts had previously been inspected (see ORA proprietary anchor report #260059, dated 12/18/2013. Reference Standard(s) Used: 2010 AWS D1.1 CONFORMS Copies to: x Client x Engineer Owner Contractor Architect x Building Dept. Others Technical Responsibility: Ite H n en, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -63 -05 (Rev 10/10) 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior ina ummary . Jr 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address WESTFIELD SOUTHCENTER MALL Date 11/8/2012 2800 SOUTHCENTER MALL, SPACE: 116 For Building Department Use , Flirt � CO tify TUKWILA, WA 98188 Applicant Name: SHREMSHOCK ENGINEERING INC Applicant Address: 6130 S. SUNBURY RD WESTERVILLE oa, 43081 Pk— Applicant Phone: 614- 545 -4550 2350 Project Description ADDITIONAL ALLOWANCE OF 1.4W PER SQ FT ❑ Plans Induded requirements. - New Building ❑ Addition ❑ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive Q 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. Maximum Allowed Lighting Wattage Location (floor plan /room #) Occupancy Description Allowed Watts per ft2" Gross Interior Area in ft2 Allowed x Area E2.0 SALES 1.33 1767 2350 ADDITIONAL ALLOWANCE OF 1.4W PER SQ FT 1.40 1767 2474 700 ADDITIONAL ALLOWANCE OF 1000W (SPACE OVER 250SQ FT) 1.00 1000 1000 480 NON SALES (WAREHOUSE) 0.50 297 149 360 TOILET ROOM 0.80 136 109 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 6081 Proposed Lighting Wattage Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed SALES FLOOR A - RECESSED CAN LIGHT - 1 - 42W PLT LAMP ELE_ zAt.l.. 48 1200 SALES FLOOR PD -1 PENDANT FIXTURE - 2 - 60W INCANDES j� REVIEWED py�� �,/ F^��t 350 700 FITTING ROOMS SC -2 WALL SCONCE - 1 -40W INCANDESCENT. CODE C*'C�"-- iLl/"�I�1� *� 40 480 FITTING ROOMS SC -1 WALL SCONCE 3 -60W INCANDESCENT �� r�D 2 180 360 DISPLAY CASE CL - 2 - 32W -T8 - ELECTRONIC BALLAST j 16 2013 4 62 248 SALES FLOOR TRACK USE CL PANEL - 10 A Current limiter 1 10 120 1200 NON SALES CL -2 1- 32W T8 - ELECTRONIC BALLAST 7 32 224 LAVATORY /HALLWAY {( CL -1 1- 32W -T8 - ELECTRONIC BALLAST City 1A�Ot I ukwila 1 D ISIO 32 32 SALES FLOOR TRACK USE CL PANEL - 4 A Current limiter BUILDING ` 120 480 SALES FLOOR TRACK USE CL PANEL - 9 A Current limiter 9 120 1080 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 6004 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. RECEIVED CITY OF TUKWILA idCOMPLETE 3 t97 NOV 2 6 2012 PERMIT CENTER 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential anterior: L� ling Su"mmary3 (back 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage QQ Other Qualification Checklist Note: If occupancy type is "Other and fixture answer is checked, the number o fixtures in the space is no jmi b ; Cleaify it c9terth( spaees on, plans. f not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) 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 lowers, c) 5-60 watt T -1, 7 -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 Liphtina Power Allowance (LPA Use' LPA' (Wife) 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 Retail"', retail banking, mall concourses, wholesale stores (pallet rack shelvingl 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 classed "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/ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/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 fumiture, 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 1, 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 tumed off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential ti rtg ummar� 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Projeci Info Proj Addres WESTFIELD SOUTHCENTER MALL Date 11/8/2012 2800 SOUTHCENTER MALL, SPACE: 116 For Building Department Use TUKWILA, WA 98188 Name: SHREMSHOCK ENGINEERING INC Appl. Name 6130 S. SUNBURY RD WESTERVILLE OH, 43081 Appl. Phone 614 -545 -4550 Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Lighting Zone (as specified by Jurisdiction) Q Zone 1 Zone 2 Q Zone 3 Q Zone 4 Compliance Option I 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 Iumens/W ❑ Controlled by motion sensor ❑ Exemption (list) 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 fixtures are new, installed wattage not increased, & space use not changed. 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 -4)5r.' teno fighting Summaryy(b'4c. orvl 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential TABLE 15 -2B LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised December 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 2 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 /ft 1.0 W/ft 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 areas' 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 Surfaces' 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 location' 270 W per location' 270 W per location' 270 W per location' Entrances and gatehouse inspection stations at guarded facilities 0.75 WI& of covered & uncovered area Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W/ft of covered & uncovered area Material handling and associated storage No Allowance No Allowance 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 tradf 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 iahtina y )wer I owa n ceAd j;ustm a nt 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Project Address WESTFIELD SOUTHCENTER MALL Revised December 2010 Date 11/8/2012 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for in erior 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 .{..`:4-'5; . tinsx otor,and 2009 Washington State Energy Code Compliance Forms Transformer' for P -rmit , ans'Checklist,� LTG' CHK Revised December 2010 Nonresidential and Multifamily Residential Project Address WESTFIELD SOUTHCENTER MAIL Date 11/8/2012 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 Ene gy 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 E3.0 Yes 1513.2 Area controls Maximum limit per switch E3.0 N.A. 1513.3 Daylight zone control Schedule with type and features, indicate locations Yes 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 E3.0 N.A. 1513.5 Exterior shut -off Schedule with type and features, indicate location Yes (a) timer w/backup Indicate location N.A. (b) photocell. Indicate location N.A. 1513.6 Inter. auto shut -off Indicate location Yes 1513.6.1 (a) occup. sensors Schedule with type and locations N.A. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans N.A. 1513.7 Hotel /motel controls Indicate location of room master controls N.A. 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) Yes I 1514 Max. watts Indicate watts for each exit sign 1 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 N.A. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) Yes 1511 Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency TRANSFORMERS (Section 1540) N.A. I 1540 Transformers 'indicate size and efficiency I If "no" is circled for any question, provide explanation: Structural Calculations Soma: Westfield Southcenter Tukwila, Washington SMBH Project #: 112 - 194.020 Date: 11/12/2012 Prepared by: Aaron O'Rourke Reviewed by: Robert Baumann, P.E. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2013 City of Tukwila BUILDING DIVISION ////z//z SHELLEY METZ BAUMAN.N HAWK PROJECT: ilifi - Gjk -57.- L,i NO.: //Z -fire/ • cep StxiT.e.,€: TASK: PAGE: / Jiv 44) - td'J571ki4 iST5 - 6I'11 Tf 1414).S ENG: loo CLIENT: 5Hor y1$144GLL #2 4-iT . ;. DATE: / /// 4/2. STRUCTURAL ENGINEERING 7/eD ,u0 S& i Zc.*c' ZaPS kixf- L , ✓E 1494-C) _ 25PSF 2tic� LE �1-b LIP Afl = PS F .1) )57- 1 51 }57-R AJ _ /!o 14 5 C 3v /L-L7 / NA 8oi-r /n) )°14 ) Jo sr SPA-Ai = 2 el" 431' C�N+4FrTV 334/z Cam- mac) J0)5r 5'DA C.J /E? = & 6- e 'ee —r 1 Q oti) ( ")(Z5 PsF-r 2h2PSF') ¢ Zqo 77 cl` A[ LMJIT &7 7-, f-fT %JS UPI /T Dirnpu_sgyJ ^ 411," x (&) )r q -t . 3-5 2 OA 17- Gl/C74N7"-- X15 17/ST_IEt)w Lo q-0 = So 't -F* "1 -7-41- Z-04 D dtJ J a 15rS = (! o Lo ") ( P5 F T ) = r - C r JOLT of- el ILA t/ /7y' Li4 0S izmy, Lo n Lv MDT Air S►wt1)l..”1t/ •SiHELLEY M ETZ BAUMANN STRUCTURAL ENGINEERING 9 21 Ip =/. o -2/e ^ /,0 = qqp St\ vs_ / 0-2 7 PROJECT: 50 - -).- O to .G 7- NO.:112- 114.0ao TASK: R'1J bal VCISTJitlfn iaS? -1-Aneteit t Lo+4QS PAGE: Z. ENG: 4o CLIENT: 5. t-fr,,r r.g. Alec) --/7 �'S DATE: l02ht. 7'Tht w lc Low TtX 933 # = 410vz' (ocm047- )oc .. = z So# (5ewc Als,um& ta47-z-Py4c bolo ouccale N),A, , maenrE-vr 5T7n16 YKpr 1 A J r Vo»'i ,fib- .qt = /ZGo -9,•c) _ s @ Ce-v re-e. z/Dcge x 2 L a" - ea) (4"/L):: 2079 -re --0` 700 (Aj6 A/gr OF', Fr lie Ta ®VEg-nievrV6 4)5E 571244 P3 Fs IL tt k (�E 5r5T 1CF A55061€ - ne P02 s(®& 0Aj T 1.0Pr0 /5neA-P _ Z-80‘4/ = -4o /ST72r4p USA As' 644 57141f I4 C 2) 4L io .SE: t" r-NPo"iA14 . oagw • 4 • 12/20/2012 Tukwila Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 Attn: Allen Johannessen, Plans Examiner RE: Soma Intimates Westfield Southcenter Mall Store #5381 260 Southcenter Mall Space #: 116 Tukwila, WA 98188 Arch Project No.: #120421.801 Dear Mr. Johannessen, Itemized below are responses to the review comments, dated 11/30/2012: Architectural Comments: 1. Comment: On the structural plans provide quality control inspection notes or table specifying type of "Special Inspections" required for assembly of structural (steel) components for this project. Special inspections shall be conducted by a third party inspection agency. (IBC Section 1704) Response: Added special inspections notes to detail `N' on sheet S1.0 2. Comment: Add reference to structural steel notes: "structural steel fabrication shall be done by a certified WABO steel fabricator ". Response: Added note to detail 'J' on sheet S2.0 - Fire-Comments: EC44 1. Comment: The permit application show (3) Fire Dampers to install. Fire damper locations could not be located on the plan. Please show on the plan and cloud location of the Fire dampers. Also provide manufactures specification for the fire dampers. Response: There are no.fji;e dampers in the space, the permit application will be corrected. Thank you, Amanda Wells Shremshock Architects, Inc. CORRECTION bt 3(p7 SHREMSHOCK Architects & Eneineers 6130 S Sunbury Rd. Westerville. OH 43081 6145454550 888 373 4:30 f614 545 4555 vv vw.shremshock com RECEIVED CITY OF TUKWILA JAN 0 9 2013 PERMIT CENTER December 5, 2012 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Mary Ryan Permit Resources PO Box 3749 Mission Viejo CA 92690 RE: Correction Letter #1 Development Permit Application Number D12 -367 Soma Intimates — 260 Southcenter Mall Dear Ms. Ryan, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician File No. D12 -367 W :IPermit Center\Correction Letters120121D12 -367 Correction Letter #l.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 • Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: November 30, 2012 Project Name: SOMA Intimates Permit #: D12 -367 Plan Review: Allen Johannessen, 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 by a registered engineer shall be original signed wet stamped, not copied. Architectural design sheets and documents by a registered architect shall also be original signed wet stamped, not copied. 1. On the structural plans provide quality control inspection notes or table specifying type of "Special Inspections" required for assembly of structural (steel) components for this project. Special inspections shall be conducted by a third party inspection agency. (IBC Section 1704) 2. Add reference to structural steel notes: "structural steel fabrication shall be done by a certified WABO steel fabricator". Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. November 21, 2012 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Mary Ryan Permit Resources PO Box 3749 Mission Viejo, CA 92690 RE: Incomplete Letter #1 Development Permit Application D12 -367 Soma Intimates — 260 Southcenter Mall Dear Ms. Ryan, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on November 19, 2012 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have questions concerning the attached comments. 1. Provide a completed 2009 Washington State Non - Residential Energy Code Lighting Budget Summary form. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans (only the updated/changed sheets), 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. 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 the Permit Center at (206) 431 -3670. Sincerely, ures File: DI2 -367 hall ician W: (Permit Centerllncomplete Letters120121D12 -367 Incomplete Letter #l.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206- 431 -3670 • Fax 206 - 431 -3665 • sr PLAN REVIEW CHECKLIST - (Nonstructural) By: __JI, Date: /- /.r.-/j Permit App. 1/Z— 7 7 IBC Edition 0 1 & State Amend. Project title: iQf%} Zu f, 410' ++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ Classify the building or portion thereof in accordance with Chapter 3 Determine the type of construction of the building in accordance with Chapter 6. TZ Determine if the location of building on the site and clearances to property lines and other buildings on the site plan are in accordance with code provisions. Review for conformity with General building height and area limitations in accordance with Chapter 5. TReview for conformity with special detailed requirements based on use and Occupancy. Review for conformity with Type of Construction requirements of Chapter 6. l? Review for conformity with Fire and Smoke protection features of Chapter 7. 3 Review for conformity with requirements of interior finishes of Chapter 8. Q' Review for conformity with requirements for fire protection systems of Chapter 9. Review for conformity with requirements for means of egress requirements of Chapter 10 CO' Review for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 (Pf Review for conformity with Washington State Energy Code. +++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ ✓ In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. • P LAf • EPJTING SLIP ACTIVITY NUMBER: D12 -367 DATE: 01 -09 -13 PROJECT NAME: SOMA INTIMATES SITE ADDRESS: 260 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter Revision # After Permit Issued DEPARTMENTS: /G o t `l Bu ilding Division Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 01 -10 -13 Not Applicable Permit Center Use .Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 02 -07 -13 Not Approved (attach comments) n DATE: Permit Center Use Only :. CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -367 DATE: 11 -26 -12 PROJECT NAME: SOMA INTIMATES SITE ADDRESS: 260 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPART ENT B I . ing ' ivision Public Works ❑ ti Awk Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 11 -27 -12 Not Applicable n Comments: Permit CeriterUse Only + s ;d ` .. ''. INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12 -25 -12 Approved ❑ Approved with Conditions n Not Approved (attach comments) N Notation: REVIEWER'S INITIALS: DATE: Permit Center Use �t`t,••• • CORRECTION LETTER MAILED: Departments issued corrections: Bldg; Fire ❑ Ping ❑ PW ❑ Staff Initials: V._ Documents/routing slip.doc 2 -28-02 fiPERMIT COORD Coma PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -367 DATE: 11/19/12 PROJECT NAME: SOMA INTIMATES SITE ADDRESS: 260 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: ;Qol,t l2 Buildlh 9 Division ptknn 1040- Public Works Fire Prevention Structural VAA n vo.. Z Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete 1:4 DUE DATE: 11/20/12 Not Applicable ❑ Comments: Permit Center`• Use Onl y • `' "` .. • • INCOMPLETE LETTER MAILED: tkl-tk (1- LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 04 Fire ❑ Ping ❑ PW ❑ Staff Initials:r� TUES/THURS ROUTING: Please Route ❑ REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 12/18/12 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only. ' ; • CORRECTION LE—TT. ETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I Q �1 ' 112 Plan Check/Permit Number: D 12 -367 ❑ 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: Soma Intimates Project Address: 260 Southcenter Mall Contact Person: fi $ P-Y (PNYtil-1 Summary of Revision: rr lrnn o 4I) Phone Number: 9V19• fiFa •) )9r)n if o SP -' f P5 cl—fk-1 rnnoo Non G u- , • RECEIVED O W OFTUKWU U .0.9.2013 PERMIT ©ENTER . r' Sheet Number(s): "S' / (CL, l s% 1-5 N Q1 ' "Cloud" or highlight all areas of revision including date of revision 1 i,lC Received at the City of Tukwila Permit Center by: 1,,A,( \ Puuw- LGfIe- N--- Entered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: City* Tukwila VISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I I`��, Plan Check/Permit Number: Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: JO warn h�-� ontA1 -e S Project Address: t0 0 SQ e t Contact Person: Mot '\( Phone Number: Summary of Revision: Li��� shy 1.1e(+ RECEIVED KWILA NOV 2 6 2012 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Er- Entered in Permits Plus on H:\Applications\Forms- Applications On Line \2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 Contractors or Tradespeople iiiiter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name RUSSELL - FILAND BUILDERS INC UBI No. 602233054 Phone 6234128999 Status Active Address 15396 N 83Rd Ave Suite F -100 License No. RUSSEBI958N9 Suite /Apt. License Type Construction Contractor City Peoria Effective Date 8/29/2005 State AZ Expiration Date 9/25/2014 Zip 85381 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company her Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status CRANECW98605 CRANE CONSTRUCTION WEST INC Construction Contractor General Unused 9/25/2002 9/25/2004 Archived CRANECCO23J1 CRANE CONSTRUCTION COMPANY LLC Construction Contractor General Unused 4/21/1998 12/23/2011 Expired RUSSEBI962JG RUSSELL -CRANE BUILDERS INC Construction Contractor General Unused 4/7/2004 9/25/2006 Inactive Business Owner Information Name Role Effective Date Expiration Date CORPORATION SERVICE CO Agent 08/29/2005 Amount FILAND, DENNIS MICHAEL President 10/03/2011 2092205039 RICH, TIFFANY NICOLE Secretary 08/27/2012 BROWN, MICHAEL ALLAN Director 10/03/2011 08/27/2012 CRANE, JEFFREY DAVID Director 10/03/2011 08/27/2012 GRANDE, RALPH ANTHONY Secretary 08/29/2005 08/27/2012 PODGORNY, MICHAEL ANTHONY Vice President 10/03/2011 08/27/2012 CRANE, JEFFREY D President 08/29/2005 10/03/2011 CRANE, JEFFREY D Treasurer 08/29/2005 10/03/2011 BROWN, MICHAEL A Vice President 08/29/2005 10/03/2011 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 3 GREAT AMERICAN INS CO 1753605 04/05/2006 Until Cancelled $12,000.00 03/17/2006 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 6 Valley Forge Ins 2092205039 12/01/2009 12/01/2013 $1,000,000.00 12/03/2012 5 VALLEY FORGE INS CO 2084946931 12/01/2006 12/01/2010 S1,000,000.00 12/01/2009 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 02/04/2013 ACT ACOUSTICAL CEILING TI LE A/C AIR CONDITIONING ADA AMERICANS WITH DISABILITIES ACT A.F.F. ABOVE FINISH FLOOR AIA AMERICAN INSTITUTE OF ARCHITECTS ALUM ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION AIR CONDITIONING ENGINEERS ASSOC ASSOCIATION ASTM AMERICAN SOCIETY FOR TESTING" 4 MATERIALS ATTN ATTENTION 8- BASE BLDG BUILDING BLK(G) BLOCK(ING) BM BEAM BMPR. BUMPER B.O. BOTTOM OF B.O.C.A. BUILDING OFFICIALS CODE ADMINISTRATORS BW BACKW RAP CAB CABINET CARD CARRIAGE GENT CENTER CFO CERTIFICATE OF OCCUPANCY C.G. CORNER GUARD CLG CEILING C.L., (.) CENTER LINE CLR CLEAR C.M.U. CONCRETE MASONRY UNIT CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS OR CONTINUE CONTR CONTRACTOR CT CERAMIC TILE CN CASHWRAP D DEEP DEPT DEPARTMENT D.F. DRINKING FOUNTAIN DIA, (0) DIAMETER DR DOOR /DRIVE DTL DETAIL DWG DRAWING(S) DRN DRAWER EA EACH ELEV ELEVATION ELEC ELECTRIC(AL) ENG ENGINEER EQ EQUAL ETC ETCETERA EXT EXTERIOR EXT'G, (E) EXISTING E.J. EXPANSION JOINT FC FLOOR COVERING F.D. FIELD DETERMINE F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET FIN FINISHED) FL FLOORING) FLUOR FLUORESCENT FR FRAME/ FITTING ROOM F.R.P. FIBERGLASS REINFORCED PLASTIC F.R.T. FIRE RETARDANT TREATED FT, (') FEET /FOOT GA GAUGE G.C. GENERAL CONTRACTOR GYP .5D. GYPSUM BOARD H NIGH H.B. HOSE BIBB HC HANDICAP HDWR HARDWARE HGT HEIGHT H.M. HOLLOW METAL HORIZ HORIZONTAL HR HOUR HRD HORIZONTAL ROUGH OPENING HVAC HEATING, VENTILATING, AIR CONDITIONING IN, (II ) INCH INC. INCORPORATED INSUL INSULATION, INSULATED INT INTERIOR L LONG LAM LAMINATE LAV LAVATORY LB. POUND LL LANDLORD LN LINEAR MAT'L MATERIAL MAX MAXIMUM MDF MEDIUM DENSITY FIBERBOARD MECH MECHANICAL M.E.P. MECHANICAL, ELECTRICAL, PLUMBI NG MEZZ. MEZZANINE MANUF. MANUFACTURER MIL MILLIMETER MIN MINIMUM MIR MIRROR M.S. METAL STUD MTD MOUNTED MT I- METAL (N) NEW N NORTH N.E.C. NATIONAL ELECTRIC CODE NEMA NATIONAL ELECTRIC MANUF. ASSOC. NFPA NATIONAL FIRE PROTECTION ASSOCIATION N.I.C. NOT IN CONTRACT NO, (#) NUMBER N.T.S. NOT TO SCALE D.C. ON CENTER OFI OWNER FURNISHED ITEM 01-4 OHIO - OPP OPPOSITE OSM OWNER SUPPLIED MATERIALS OWSJ OPEN WEB STEEL JOISTS OZ OUNCES P- PAINT PLUMB PLYND PR PROJ P.S.I. Q.T. RAD R.C.P. R.D. REF REQ' ID REV RM R.O. R.T.U. S SAI SAN S.C. SCI-I SHT SIM SPEC SQ S. S. STD STL TB. D. TEL TI-1K T.O. TS TYP U.B.C. UL U.N.O. VAV VCT VERT V.I.F. W W/ N/O WC WD NT PLUMBING PLYWOOD PAIR PROJECT POUNDS PER SQUARE INCH QUARRY TILE RADIUS REFLECTED CEILING PLAN ROOF DRAIN REFERENCE REQUIRED REVISION(S), REVISED ROOM ROUGH OPENING ROOF TOP UNIT SOUTH SHREMSHOCK ARCHITECTS, INC. SANITARY SOLID CORE SCI- IEDULE SHEET SIMILAR SPECIFICATIONS) SQUARE STAINLESS STEEL STANDARD STEEL TO BE DETERMINED TELEPHONE THICK TOP OF TUBE STEEL TYPICAL UNIFORM BUILDING CODE UNDERWRITERS LABORATORY UNLESS NOTED OTHERWISE VARIABLE AIR VOLUME VINYL COMPOSITE TILE VERTICAL VERIFY IN FIELD WIDE NITH W I TI -TOUT WAINSCOT NOOD WEIGHT INTIMATES WESTFIELD SOUTHCENTER MALL STORE # 5381 2800 SOUTHCENTER MALL SPACE #116 TUKWILA, WA 98188 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2013 City o kwila BUILDIN IVISION SEPARATE I ,.E iT,It I T REQUIRED FOR: Mechanical Electrical lumbing Gas Piping City of Tukwila BUILDING DIVISION OWNER CHIGO'S 11215 METRO PARKWAY FORT MYERS, FL 33966 PROJECT MANAGER RICH MEYER TEL: 239- 274 -4423 STORE DESIGNER M I CI -1AEL DADDAR I O TEL: 239- 346 -8123 PURCHASING COORDINATOR SANDRA CHECO TEL: 239- 346 -3884 ARCHITECTURAL PLANNING COORDI NATOR SUSAN HUEMMER TEL: 239- 346 -4556 LANDLORD WESTFIELD CORPORATION, INC. 11601 WILSI-1IRE BLVD., 11TH FLR LOS ANGELES, CA 90025 TENANT COORDINATOR WAYNE JOHNSON TEL: 206 -802 -6070 MALL OPS. MANAGER ANDREW CIARROCCI -II TEL.: 206- 246 -0423 CONSULTANTS SHREMSHOCK ARCHITECTS, INC. SHREMSHOCK ENGINEERS, INC. 6130 S. SUNBURY RD. WESTERV I LLE, 01-I 43081 ARCHITECT CONTACT: LAUREN MOOREHEAD TEL: 614 -545 -4550 x117 MEP ENGINEER CONTACT: ERIC THOMPSON TEL: 614 -545 -4550 x312 SI -IEET SHEET TITLE , .., RIVISIONS ARCHITECTURAL G1.1 G1.2 G1.3 G1.4 AD.1 A1.1 A2.1 TITLE SHEET RESPONSIBILITY SCHEDULE GENERAL NOTES, DOOR AND FINISH SCHEDULES SITE PLAN DEMOLITION / LEASE PLAN OWNER: ChiCas 11215 METRO PARKWAY FT. MYERS, FL. 33966 BARRICADE PLAN AND DETAILS A3.1 REFLECTED CEILING /LIGHTING PLAN A4.1 A5.1 A7.1 A8.1 A8.2 A8.3 A8.4 STOREFRONT PLAN, DETAIL AND ELEVATION STOREFRONT SECTIONS STOREFRONT DETAILS STOREFRONT DETAILS A9.1 WALL PANEL SECTIONS AND DETAILS A9,2 A9.3 A9.4 A10.1 A10.2 A11.1 A11.2 A11.3 A11.4 A11.5 Al2.1 A13.1 A14.1 A14.2 AS.1 AS.2 FOCAL WALL SECTIONS AND DETAILS BACKWRAP REAR WALL SECTIONS AND DETAILS CASHWRAP /BACKWRAP DETAILS FITTING ROOM PLAN, ELEVATIONS AND DETAILS Permit No. FITTING ROOM PLAN * ELEVATIONS MISCELLANEOUS DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS Plan review approval la • Approval of construcOon I� Ian of an ado SEISMIC DETAILS FLOORING TRANSITIONS AND DETAILS TOILET ROOM DETAILS NON -SALES DETAILS NON -SALES STORAGE DETAILS SPECIFICATIONS SPECIFICATIONS TOTAL SHEETS: 30 E1.0 E2.0 E3.0 E4.0 E5.0 E5 M2.0 M3.0 M4.0 POWER PLAN LIGHTING PLAN AND FIXTURE SCHEDULE ELECTRICAL DETAILS AND SYMBOLS ELECTRICAL PANEL SCHEDULES AND RISER DIAL ELECTRICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS (CONTINUED) MECHANICAL PLAN RAMS MECHANICAL SCHEDULES AND DETALLS PLUMBING SCHEDULES AND DETAILS MECHANICAL SPECIFICATIONS M4.1 MECHANICAL SPECIFICATIONS TOTAL SHEETS: 11 GRAND TOTAL: 41 SHEETS ABBREVIATIONS R NOT USED OWNER / PROJECT DIRECTORY G DRAWING INDEX C 1. THIS PROJECT WILL COMPLY WITI ANSI A117.1 AND ALL LOCAL ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. 2. THRESHOLDS SHALL BE NO HIGHER THAN 1/2" ABOVE THE TOP OF FINISHED FLOOR, EDGE TO BE BEVELED WITH A SLOPE NO GREATER THAN I IN 2. 3. ALONG ACCESSIBLE PATH OF TRAVEL AND AT EMERGENCY EGRESS CONDITIONS, DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED 30" TO 44" ABOVE FINISH FLOOR AND OPERABLE WITH A MAXIMUM EFFORT OF 5 LBS FOR INTERIOR DOORS, 8.5 LBS FOR EXTERIOR DOORS. 4. _PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE AT 60" ABOVE FINISH FLOOR ON STRIKE SIDE NALL AT ACCESSIBLE FITTING ROOM DOOR(S). SYMBOL SHAPE AND CONTRASTING COLORS SHALL CONFORM WITH ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY REQUIREMENTS. 5. PROVIDE 18" CLEAR SPACE ON STRIKE/PULL SIDE OF DOORS, 12" CLEAR SPACE ON STRIKE /PUSH SIDE OF DOORS. 6. ACCESSIBLE DOORS MUST BE A MINIMUM 3' -0" WIDE X 6' -8" HIGH. 7. HOT WATER PIPES AND DRAIN PIPES UNDER LAVATORIES SHALL. BE INSULATED AND HAVE CLEARANCES TO CONFORM NIT-1 ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. 8. CASH WRAP SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. SEE DETAIL SHEET A9,4 FOR CLEAR DIMENSIONS AND COUNTER HEIGHTS. 9. G.G. TO PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2 -A OR 2- A /IOBC WITHIN 75' OF -.RAVEL DISTANCE TO ALL PORTIONS OF THE SPACE DURING CONSTRUCTION. -PROVIDE FIRE EXTINGUISHER DURING ALL PHASES OF CONSTRUCTION AS REQUIRED BY FIRE DEPARTMENT INSPECTOR. 10. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL OR SPECIAL KNOWLEDGE OR EFFORT. REVISIONS No changes shall ho made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions wiil require a new plan submittal and may include additional plan review fees. AREA CALCULATIONS: GROSS AREA (LEASED) : GROSS AREA (CALL.) : GROSS SALES: FORWARD AREA: GROSS NON- SALES: STOREFRONT FRONTAGE: 2, 200 SQ. FT. 2, 202 SQ. FT. 1, 767 SQ. FT. 42G SQ. FT. 435 SQ. FT. 30 L.F. GENERAL INFORMATION / ACCESSIBILITY NOT USED K AREA CALCULATIONS ELEVATION REFERENCE SECTION REFERENCE SECTION DETAIL REFERENCE ENLARGED AREA REFERENCE REVISION SYMBOL DOOR IDENTIFIER ELEVATION COLUMN CENTER LINE SYMBOLS X' - X" A.F.F REFERENCE CODED NOTE CEILING HEIGHT /FINISH SYMBOL FINISH SYMBOL ROOM NUMBER /NAME WALL TYPE ) P -X I # I ROOM WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 w 1600: 4500 ft -ewood Bryn Mawr 1 2'sth vt Burie Sri toot * t. Zia 160th 13t' 00-14th ff" Riverton Heights �S154thSt.t 1. 60th et /, ( 51 5) '.Se Garr Rd t: Edy Park 3 216th t Moines •': rnapquest:: ari.ctrieu , Poptid- zp12N NORTH orriff SPACE #116 LEVEL 1 OF 1 NW ` ';1 1f a ;1. E 2 0 -5 1 o ' NORTH SCOPE OF WORK: THIS PROJECT IS T1-1E TENANT BUILD OUT OF A NEWLY DEMISED MERCANTILE SPACE IN AN EXISTING INTERIOR CENTER APPLICABLE CODES: BUILDING CODE: PLUMBING CODE: ELECTRICAL CODE: MECHANICAL CODE: ENERGY CODE: ACCESSIBILITY: SEISMIC CATEGORY: BUILDING DESCRIPTION: USE GROUP: CONSTRUCTION TYPE: FIRE RATINGS: DEMISING WALLS: SALES /NON -SALES CEILING: COLUMNS: EXIT CORRIDOR: OCCUPANT LOAD: SALES AREA STOCK AREA TOTAL: EGRESS: EXITS REQUIRED: EXITS PROVIDED: PLUMBING FIXTURES: LAVATOR I ES: WATER CLOSETS: URINALS: WALL: DRINKING FOUNTAINS: PUBLIC ACCESS: SERVICE SINK: 2009 2009 IBC W/ AMENDMENTS 2009 UPC N/ AMENDMENTS 2008 NEC 2009 IMC W/ AMENDMENTS 2009 WASHINGTON STATE ENERGY CODE 2003 ANSI A117.1 D M- MERCANTILE II -8 UNPROTECTED NONCOMBUSTIBLE 1 NR O HR. O NR. (TYPE 'X', CLASS 'A' MATERIALS) O NR. O NR. 1767/30 = 59 435/300 = 2 61 2 2 MALE ENTIRE SALES /NON -SALES AREA OF THE STORE 15 TO RECEIVE AN AUTOMATIC FIRE SPRINKLER SYSTEM AS PER APPROVED FIRE PROTECTION PLANS TO BE SUBMITTED UNDER SEPARATE COVER N LOCATION MAP MALL KEY PLAN E FEMALE UNISEX 1 RECEIVED NOT REQUIRED CITY OFTUKIMLA NOV 19.2012 NOT REQU I RED PERMIT CENTER NOT REQUIRED I ERIOR /EXTERIOR SIGNAGE AND SPRINKLER PLAN TO BE SUBMITTED UNDER SEPARATE COVER CODE INFORMATION ARCHITECT / ENGINEER: cc tit) www.shremshock.com f: 614 545 4555 THE ARCHITECT ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE SHOWN ON THE SEAL THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. INTIMATES STORE NO: 5381 PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 DESIGN TYPE: LINEN & LACE REVISIONS: REQUIRED BY: DATE INDICATES NO REVISION TO THIS SHEET DRAWN BY: MJN CHECKED BY: LMM /KMM GERRALO i. SHREMSHOCK STATE OF WASHINGTON DRAWING TITLE: TITLE SHEET DATE ISSUED: 11/07/2012 PROJECT NO: 120421 DRAWING NO: -J I_ L = LANDLORD G = GENERAL CONTRACTOR 0 = SOMA / OWNER E = EXISTING SUPPLIED INSTALLED KEYNOTES NOTES: L = LANDLORD G = GENERAL CONTRACTOR 0 = SOMA /OWNER E = EXISTING SUPPLIED I INSTALLED KEYNOTES NOTES: OWNER: h ico,s 11215 METRO PARKWAY FT. MYERS, FL. 33966 ALL ITEMS NOT FOUND IN THIS MATRIX ARE TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR G.C. TO SUPPLY AND INSTALL ALL BLOCKING AND ATTACHMENTS AS REQUIRED FOR INSTALLATION OF ALL OWNER SUPPLIED ITEMS ALL BLOCKING TO BE FIRE RETARDANT TREATED G.C. REQUIRED TO NOTIFY OWNER W/ IN 24 HOURS IF DAMAGED PARTS ARE RECEIVED OR IF PARTS ARE MISSING G.C. TO REFER TO OSM FOR CONTACT NAME AND PHONE NUMBER ALL ITEMS NOT FOUND IN THIS MATRIX ARE TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR G.C. TO SUPPLY AND INSTALL ALL BLOCKING AND ATTACHMENTS AS REQUIRED FOR INSTALLATION OF ALL OWNER SUPPLIED ITEMS ALL BLOCKING TO BE FIRE RETARDANT G.G. REQUIRED TO NOTIFY OWNER W/ IN 24 HOURS IF DAMAGED PARTS ARE RECEIVED OR IF PARTS ARE MISSING G.C. TO REFER TO OSM FOR CONTACT NAME AND PHONE NUMBER ITEM PROPRIETARY VENDOR/ COMMENTS ITEM PROPRIETARY VENDOR / COMMENTS DIVISION • DIVISION 12 - FURNISHINGS ARCHITECT / ENGINEER: PERMITS, FEES, INSURANCE CERTIFICATES, ETC. G G PERMIT APPLIED FOR ' UP AND PAID FOR FURNITURE / ' e i E E BARRICADE, PHASING PARTITIONS AND DOORS G G AS REQUIRED BY LANDLORD CASHWRAP / BACKWRAP O G 2 OWNER TO PROVIDE BASE. G.G. TO SECURE TIGHT TO FLOOR. g 8 v BARRICADE GRAPHICS 0 G _ LANDLORD APPROVAL. REQUIRED. REFER TO SHEET A1.1 FITTING ROOM DOORS, FRAME AND HARDWARE 0 G 2 `d O O U BANNER GRAPHICS 0 G LANDLORD APPROVAL REQUIRED. REFER TO SHEET A1.1 FITTING ROOM BENCH 0 G 2 p E N TEMP. UTILITIES AND EQUIPMENT G G PROVIDE ACCOUNT NUMBERS TO OWNER FITTING ROOM HANGBARS 0 G 2 E u) 2 O cq RECEIVING AND UNLOADING OWNER SUPPLIED MATERIALS G G PREFABRICATED DISPLAY WALL SYSTEMS (SALES AREA) 0 G 2 REFER • • . MANUFACTURER'S .- • (L c FINAL PROFESSIONAL CLEANUP AND TRASH REMOVAL G G BANNER HANGING SYSTEM (SPIDER TRACK) 0 G 2 Cli -0 PLAN STORAGE TUBE G G REFER TO DETAIL C /14.1 - G.C. TO PROVIDE CLEAN JOBSITE REDLINED AS -BUILT IN TUBE. FITTING ROOM / LOUNGE MIRROR O G 2 - ti) 0 CERTIFICATE OF OCCUPANCY G G NON SALES AREA SHELVING /HANGING O/G G REFER TO SHEET A14.2 , 2 PERMANENT UTILITIES SETUP CONTACT PLANNING / CONSTRUCTION COORDINATOR CURTAINS, TRACKS, HARDWARE AND TIEBACKS 0/G G 2 G.C. TO 5UPPLY FASTENERS FOR TRACK DIVISION 02 - EXISTING CONDITIONS DIVISION 13 - SPECIAL CONSTRUCTION - (NOT USED) CO cf) DEMOLITION AND HAUL OFF G G REFER TO DEMO SHEET. COORDINATE LANDLORD DIVISION 14 / DIVISION 20 • ■ CC d m a.) .6' DIVISION 21 - FIRE SUPPRESSION SPRINKLER SYSTEMS / DIVISION 22 - PLUMBING / DIVISION 23 - HVAC DIVISION 03 - CONCRETE SPRINKLER STUB E/G E/G I STUB TO BE EXTENDED TO SPACE BY LANDLORD APPROVED CONTRACTOR AT GENERAL CONTRACTOR'S EXPENSE - GENERAL CONTRACTOR SHALL COORDINATE IN FIELD WITH LANDLORD FOR REQUIREMENTS OF NEW DEMISED PREMISES SPRINKLER MAIN E/G E/G 1 GENERAL CONTRACTOR SHALL COORDINATE IN FIELD WITH LANDLORD FOR REQUIREMENTS OF NEW DEMISED PREMISES 0 +�-) L N CONCRETE SLAB / INFILL E - 1 CONCRETE SLAB PATCHING, LEVELING AND CUTTING G G CREATE SMOOTH LEVEL SURFACE. REFER TO SPECIFICATIONS. SPRINKLER GRID E/G E/G I LO U G 4' UO 8 13 Lo d- • 4) M g m THE ARCHITECT ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE SHOWN ON THE SEAL. THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. SPRINKLER MODIFICATIONS G G DIVISION �' • AS REQUIRED c PROJECT CONDITIONS. _ c • G G STUBS TO BE EXTENDED TO SPACE BY LANDLORD APPROVED CONTRACTOR AT GENERAL CONTRACTOR'S EXPENSE - GENERAL CONTRACTOR SHALL COORDINATE IN FIELD WITH LANDLORD FOR REQUIREMENTS OF NEW DEMISED PREMISES ■ • ROUGH-IN • • `� • • G G WGO, FCO, FD -I, WHA, TP, VALVES, PIPING, TRAPS, WALL BRACKETS (OR CARRIERS), ETC. STRUCTURAL STEEL G G PLUMBING FIXTURES O G 2,3 WG -1, LAV -I (TOUGH FREE FAUCET), WH -1 - CONTACT GHIGO'S FAS NATIONAL ACCOUNT REPRESENTATIVE STRUCTURAL AND LIGHT GAUGE METAL FRAMING G G HATER METER DEMISING WALL STUDS E/L L 1 MECHANICAL EQUIPMENT O G 2,3 CONTACT GHICO'S FAS NATIONAL ACCOUNT REPRESENTATIVE ALL DUCTWORK (LOW AND MEDIUM PRESSURE FLEXIBLE DUCT ETC.) G G DIVISION 06 - WOODS, PLASTICS AND COMPOSITES - GRILLES BAFFLES G G - ROUGH FRAMING, BLOCKING AND FURRING Ji i [ /e/G/ INTIMATES FINISH CARPENTRY • REFER TO ARCHITECTURAL FINISH PLANS AND ELEVATIONS MANUAL BALANCING DAMPER G G STORE NO 5381 DIVISION 07 - THERMAL AND MOISTURE PROTECTION = _ _ _ _ WATERPROOF _- G ® -_ � PROJECT LOCATION. WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO 116 TUKWILA, WA 98188 - - _ � - _ - _ -_ - rr DUCT SMOKE DETECTORS G G _FURNISHED AND INSTALLED BY LANDLORD APPROVED FIRE ALARM CONTRACTOR AT THE GENERAL CONTRACTOR'S EXPENSE - - ROOFING PENETRATIONS, FLASHINGS AND CURBS G G COORDINATE WITH LL AND LL'S REQUIRED ROOFER. EXISTING TO BE MODIFIED. REFER TO MECHANICAL DRAWINGS. -. - . -- - - w _ _ _ _ _ _ _ FIRE PROOFING / STOPPING G G IIEATER O C COW/ CT CIIICO'C rAC NATIONAL ACCOUNT CADINET UNIT REPRESENTATIVE SEALANTS AND CAULKING G G FIRE CAULKING - PER LOCAL CODE TEMPERATURE CONTROL SYSTEM G G TOILET EXHAUST FAN G DESIGN TYPE: LINEN & LACE TOILET '" AND ROOF CAP G G DIVISION 0; OPENINGS AIR BALANCE REPORT NE88 /AABG/TABB CERTIFIED REPORTS AS REQUIRED REVISIONS: METAL DOORS, FRAMES AND HARDWARE G REFER • •••" DIVISION 241 DIVISION 25 - (NOT USED) ACCESS PANELS G G 5 DIVISION 26 - ELECTRICAL 1 DIVISION 27 - COMMUNICATIONS / DIVISION 28 - ELECTRONIC SAFETY AND SECURITY REQUIRED BY DATE STOREFRONT GLAZING SYSTEM / GASKETS / BREAKMETAL G G 5 MAIN SWITCH / FUSED MAIN SKIN LANDLORD'S ELECTRICAL ROOM L L LANDLORD SHALL PROVIDE A MAIN CIRCUIT BREAKER IN A LANDLORD ELECTRICAL ROOM. NEW SERVICE (120/208V SO, 41AI) TO BE PULLED TO TENANT SPACE PER BLOCKOUT DOCUMENT F51.1. IN VERIFICATION WITH LOI UTILITIES STUBBED TO SPACE by LANDLORD. LOCK GORES (EXTERIOR AND INTERIOR DOORS) G G 5 COORD. WITH VENDOR. SECURITY SOLUTIONS - LAURA ADAMS (888 -541 -1300) TENANT ELECTRICAL METER L,G L,G LANDLORD SHALL PROVIDE MASTER METERING EQUIPMENT AND SERVICE ENTRANCE EQUIPMENT AREA, LOCATED OUTSIDE THE TENANT SPACE. VERIFY EXACT REQUIREMENTS WITH LANDLORD /UTILITY COMPANY. STOREFRONT ENTRY DOORS AND HARDWARE G/O G 5 DECORATIVE PULLS BY OWNER MAIN SERVICE CONDUIT L,G L,G LANDLORD PROVIDED CONDUIT AND CONDUCTORS FROM THE CIRCUIT BREAKER TO THE TENANT SPACE. GENERAL CONTRACTOR TO EXTEND AS NECESSARY. MAIN SERVICE WIRING G G ■ • 09 TELEPHONE CONDUIT AND PULL WIRE TO SPACE L L LANDLORD TO PROVIDE CONDUIT TO SPACE. GENERAL CONTRACTOR SHALL EXTEND AS NECESSARY CEILINGS G G • TELEPHONE CONDUIT AND PULL WIRE FROM STUB TO BOARD G G PAINT • PROVIDE ' • • TELEPHONE WIRE FROM LANDLORD ROOM TO TENANT BOARD G G COVERING WALL e TO TENANT ELECTRICAL. PANELS G G GENERAL CONTRACTOR TO FURNISH AND INSTALL (1) 120/208V -3P, 4W PANEL. • INDICATES NO REVISION TO THIS SHEET FLOORING • REFER • FINISH SCHEDULE TENANT ELECTRICAL TRANSrOR11ERS C C WALL BASE • TO SCHEDULE HVAC POWER CONNECTION AND DISCONNECT G G PROVIDE ELECTRICAL FEEDERS AND CONDUIT FOR CONTROLS TO HVAC EQUIPMENTS. REi/il� �./ r DRAWN BY ALWIKMDNVRG CHECKED BY: LMM /KMM NALL TRIMS 0 G REFER TO FINISH SCHEDULE CONDUIT, - 0 PLIAIVC mIRRORS G/O G 2 REFER TO FINISH SCHEDULE C)VO REGISTERED " ARCHITECT 7 GERALD S. :6 SHREMSHOCK STATE OF WASHINGTON STOREFRONT G/O • • LIGHTING AND SIGNAGE CONTROLS G G p� q N 1 6 2013 GYPSUM BOARD, DEMISING PARTITIONS E/G G - • PARTITION ' • TELEPHONE PANEL GYPSUM BOARD G G - • . . • • . tY - CI Of Tukwlje� _ CEMENT BOARD G G . ` : • r 91/IS10111 MALL FLOORING G OBTAIN FROM MALL OPERATIONS (COORDINATE WITH LL PRIOR TO BID) 4 SOUND SYSTEM WIRING G - SPEAKERS AND HACK BOXES 0 G 2,3 FLOOR TRANSITION STRIP G G REFER TO DETAILS PROVIDE COMPLETE FIRE ALARM SYSTEM TO ENSURE COMPATIBILITY WITH THE LANDLORD'S CENTRAL ADDRESSABLE, VOICE EVACUATION TYPE FIRE ALARM SYSTEM SERVING THE MALL. COORDINATE SYSTEM MANUFACTURER AND MODEL WITH LANDLORD. FINAL CONNECTION TO LANDLORD'S FIRE ALARM SYSTEM BY LANDLORD'S DESIGNATED FIRE ALARM CONTRACTOR At TENANT'S SOLE COST AND EXPENSE. LANDLORD SHALL FURNISH AND INSTALL ONE FIRE ALARM JUNCTION BOX INSIDE tHE SPACE. CORNER GUARDS G G REFER TO DETAIL G /AI4.1 REVEALS G G TRAFFIC COUNTER • . . WIRING G G GENERAL CONTRACTOR TO PROVIDE CONDUIT, OWNERS VENDOR TO PROVIDE WIRING. ANTI- FATIGUE MAT 0 G 2 AT CASHWRAP CLOSED CIRCUIT - e - FINAL CONNECTION BY OWNERS SERVICE PROVIDER CLOSED CIRCUIT SECURITY - REFER TO ELECTRICAL DRAWINGS •••' BUZZER G REFER TO ELECTRICAL DRAWINGS R10ET NALI< Orr MAT 0 C DIVISION 10 SPECIALTIES GENERAL • DEFINITIONS KEY NOTES DRAWING TITLE: RESPONSIBILITY SCHEDULE RESPONSIBIL I TY MATRIX I. SUPPLIED - MEANS SUPPLY AND DELIVER TO PROJECT, FREIGHT ON BOARD TRUCK UNLESS OTHERWISE DEFINED IN GREATER DETAIL. 2. INSTALLED - DESCRIBES OPERATIONS AT PROJECT FROM INSPECTION AND UNLOADING TO COMPLETION IN PLACE, READY FOR INTENDED USE 1. G.C. TO VERIFY EXISTING CONDITION IS ACCEPTABLE FOR ALL NEW WORK. 2. G,C. IS RESPONSIBLE FOR UNLOADING OWNER SUPPLIED CONSTRUCTION ITEMS. 3. G.G: TO COORDINATE SCHEDULE AND DELIVERY WITH SUPPLIER. 4. G.C. REQUIRED TO PURCHASE FROM SPECIFIED VENDOR AND RESPONSIBLE FOR COORDINATION AND DELIVERY. 5. NO SUBSTITUTIONS OF ANY I IATERIALS OR ITEMS SPECIFIED IN THE DOCUMENTS ARE ARE PERMITTED, U.N.O: APPROVED BY THE OWNER. STOREFRONT SIGNAGE 0 0 3 G.C. TO PROVIDE BLOCKING AND ELECTRICAL CONNECTION / REFER TO APPROVED SIGN SHOP DRAWINGS • OWNER AND LANDLORD SUPPL I ED ITEMS • - Te- �errrw H G H CHeP eR0i WIG • • LANDLORD • c PURCHASED -• DESIGNATED u11N1f,0 0 4 G.c. Fe PR&VIOC DLe6K+1C /i2CrER BLADE SIGN 0 0 G.C. TO PROVIDE BLOCKING AND ELECTRICAL CONNECTION/ REFER TO APPROVED SIGN SHOP DRAWINGS NAT I ONAL SUPP L I ER LANDLORD WORK TO BE VERI BY - - INTERIOR GRAPHICS 0 G 2 G.G. TO PROVIDE BLOCKING E.P. DRAW I NGS F• • • DI T IONAL • • 3 . NO SUBSTITUTIONS OF ANY MATERIALS SIGNAGE - ADA, HVAC AND SERVICE DOOR G G AS APPLICABLE SPEC I F I ED IN TI-IE DOCUMENTS ARE PERMITTED, U.N.O. 4 APPROVED BY THE OWNE- DATE ISSUED: G G eiliz7 11/07/2012 BLOCKING FOR SIGNAGE TOILET ROOM ACCESSORIES G/O G REFER TO SHEET A13.1 430 WINDOW GRAPHICS 0 0 3 G.C. TO COORDINATE ■ I) PROJECT NO 120421 BLOCKING G G AS REQUIRED . MELAMINE SHELVING * MANAGER'S DESK G G REFER TO SHEET A14.1 • RECEIVED CITY QF'i'uKWIl..A DRAWING NO G1 • STANDARDS, BRACKETS AND HARDWARE O G 2 NOV 1 9;2012 NON -SALES 51-1ELF FURRING AND FASTENERS G G PERMIT CENTER FIRE EXTINGUISHER(5) G G AS PER LOCAL CODE, QUANTITY AND LOCATION PER FIRE MARSHALL RESPONSIBILITY SCHEDULE A REGULATIONS 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. CODE SUPPLIED INSTALLED MATERIAL MANUFACTURER DESCRIPTION LOCATION / NOTES OWNER: Ch 11215 METRO FT. MYERS, I S PARKWAY FL. 33966 1. THE CONTRACTOR SHALL HAVE EVIDENCE OF CURRENT WORKER'S COMPENSATION INSURANCE ON FILE 6. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT DIMENSIONS IN COMPLIANCE WITH LOCAL CODE. AND NUMBER OF ITEMS PROVIDED. UPON DISCOVERY OF DISCREPANCIES BETWEEN ARCHITECTURAL 2. BEFORE COMMENCING WITH THE WORK, THE G.C. SHALL SHOW EVIDENCE OF ALL THE INSURANCE DRAWINGS AND ENGINEERING DRAWINGS, OWNER SHALL BE IMMEDIATELY NOTIFIED IN WRITING. REQUIREMENTS. 7. IF ANY ERRORS OR OMISSIONS APPEARS IN CONTRACT DOCUMENTS CONTRACTOR SHALL NOTIFY 3. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL LANDLORD REQUIREMENTS AND SHALL BE OWNER IN WRITING OF SUCH ERRORS OR OMISSIONS. RESPONSIBLE FOR COMPLIANCE WITH SAME. THE CONTRACTOR SHALL INVESTIGATE LOCAL CODES 8. DIMENSIONS SHOWN ON PLANS ARE TO FACE OF CMU, CONCRETE COLUMNS OR GRID LINES AND AND PROCEDURES AND SHALL COMPLY WITH ALL REQUIREMENTS. FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED OR DETAILED. CABINET OPENING DIMENSIONS 4. SIGN CONTRACTOR TO OBTAIN SIGN PERMITS FROM BUILDING DEPARTMENT AS APPLICABLE. AN ARE TO FACE OF FINISH GYP. BD. IDENTIFYING STICKER MAY BE I N S T A L L E I P R O V I N I T C A N N O T E S E E N S Y PASSERSBY. 9. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS, VERIFY ALL DIMENSIONS AND FIELD CONDITIONS 5. THE CONTRACTOR SHALL CONTACT LANDLORD REPRESENTATIVE BEFORE CONSTRUCTION COMMENCES. AND CONFIRM WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS, ETC,. SHAL BE 6. ALL CONDUIT, EQUIPMENT AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST IMMEDIATELY REPORTED TO TI-4E ARCHITECT / OWNER FOR CLARIFICATION PRIOR TO PERFORMANCE SAFETY RULES AND REGULATIONS OF ALL AUTHORITIES AND AGENCIES HAVING JURISDICTION. OF ANY WORK IN QUESTION. 7. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT 10. COLUMN CENTER LINE (OR GRID LINES) ARE SHOWN FOR DIMENSIONS. VERIFY EXACT LOCATIONS IN LIGHTING FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES FIELD. AND ORDINANCES. 11. OWNER'S REPRESENTATIVE AND TENANT ARE THE SAME FOR PURPOSES OF THESE DRAWINGS. 8. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE REQUIREMENTS. 9. PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND LOCATIONS AS BUILDING ENVELOPE NOTE: G = GENERAL CONTRACTOR AND 0 = SOMA / OWNER CEILINGS CLG -1 G G GYPSUM BOARD N/A 5/8 " SUSPENDED GYPSUM BOARD SALES FLOOR, LOUNGE AREA, FITTING ROOMS AND HALLWAY /CORRIDOR AS REQUIRED BY CODE "x "xI °!lLl:et CLG 2 Hc,UU� 1 IC-HL - GRID. rRCLUDC XL CJ:rOJCD TCC ;I(JTCt 1, 24 -40 /Ia" kHITC TILL; SIN f IJJUICCD ID LOCK II" G G TI LC ArM TrOtJG :U :Y1CN G%1D ;Y ;TCM (MG ^IUM TF`CTl'RK) r17C1 CLG -3 G G ACOUSTICAL TILE ARMSTRONG SUSPENSION GRID SYSTEM GRID: TYPE 1, PRELUDE XL 15/16° EXPOSED TEE SYSTEM, COLOR: WHITE TILE: CORTEGA #747 ( #823 FIRE RATED), 24 11 x48 ,I x1 /2 „ NON- DIRECTIONAL, COLOR: WHITE °� _ - ,_ _ _ _ TILL _ __ ____ _ _ _ ___ T ICCT A3.1 J ' " GLG GYPSUM DOARD PJ EXISTING GYf . D. COLIN6 TO , , G.C. TO PATCI I /REPAIR AC RCCUIRCD TO ACHIEVE LIKE Pia 11 GCPIDITICPI, AC DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. 1. ALL OPENINGS FLASH INGS COUNTER FLASH INGS, AND EXPANSION JOINTS SHALL BE WATERTIGHT. 2. ALL OPEN JOINTS, PENETRATIONS AND OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE JOB SITE OPERATIONS SEALED, CAULKED, GASKETED OR WEATHER- STRIPPED TO LIMIT AIR LEAKAGE. /A REFER TO C.4 !CET A3.1 RCCUIRCD. V .I.r. RCP'fAIN. PAINT 1. DURING ALL PHASES OF WORK DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ADJACENT 3. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES, ETC. ON AND NEIGHBORING TENANTS. BOTH SIDES OF CROSSING / PENETRATING WALLS WITH THERMAL AND ACOUSTICAL INSULATION. 2. EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE 4. ALL SAW CUTTING AND CORING LOCATIONS SHALL BE REVIEWED AND COORDINATED WITH THE COMPLETION OF THEIR WORK ON A DAILY BASIS. AREA OF WORK TO BE DUSTED, SWEPT AND LANDLORD PRIOR TO CUTTING/ CORING. MOPPED TO SAME CONDITION AS START OF WORK. ALL WASTE, RUBBISH AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. THE G.C. SHALL BE RESPONSIBLE FOR REMOVAL P -1A G G PAINT BENJAMIN MOORE DECORATOR'S WHITE RMI -04 REGAL SELECT INTERIOR ACRYLIC LATEX: EGGSHELL P -15 G G PAINT BENJAMIN MOORE DECORATOR'S WHITE RMI -04 REGAL SELECT INTERIOR. ACRYLIC LATEX: SEMI -GLOSS P -1C G G PAINT BENJAMIN MOORE DECORATOR'S WHITE RMI -04 REGAL SELECT INTERIOR ACRYLIC LATEX: FLAT Gera $3081 AND DISPOSAL OF ALL TRASH, INCLUDING TRASH GENERATED FROM OWNER FURNISHED ITEMS AND BY OWNER'S CONTRACTORS FOR THE DURATION OF THE PROJECT. 3. ALL EXISTING WORK NOT IN TI-415 SCOPE OF WORK SHALL BE MAINTAINED IN ITS ORIGINAL ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER BEFORE PROCEEDING WITH ANY WORK. 1D -04 r 6 6 FAINT DCNJAMIN MOORE @CC9RLr'i•Crt65 1-11•11•11-E RMI EXTERIOR 6RADC• FLAT P -2A G G PAINT BENJAMIN MOORE ELMIRA 14C -84 REGAL SELECT INTERIOR ACRYLIC LATEX: EGGSHELL CONDITION, U.N.O. PROTECT WORK FROM DAMAGE RESULTING FROM THIS WORK. 4. REMOVE ALL ABANDONED IMPROVEMENTS, INCLUDING ELECTRICAL AND MECHANICAL, U.N.O. P -25 G G PAINT BENJAMIN MOORE ELMIRA 14C -84 REGAL SELECT INTERIOR ACRYLIC LATEX: SEMI -GLOSS MATERIALS GENERAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTOR'S BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE C AND SPECIFICATIONS. FAILURE O VISIT THE SITE DOES NOT RELIEVE THE COOATINGS NTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. 1. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR NOT IN CONTRACT, THE G.C. SHALL BE RESPONSIBLE FOR LOSS AND /OR DAMAGE TO THESE ITEMS. 2. G.C. SHALL BE RESPONSIBLE FOR COORDINATION WITH OWNER'S REPRESENTATIVE TO PROVIDE A TIMELY ARRIVAL OF ALL MATERIALS, EQUIPMENT AND OTHER SUCH ITEMS TO BE UTILIZED ON THIS PROJECT (OWNER- PROVIDED OR OTHERWISE). G.G. SHALL NOTIFY OWNER'S REPRESENTATIVE IN WRITING WITHIN '5 DAYS OF DATE OF APPROVED WORK AUTHORIZATION OF TH0SE ITEMS THAT MAY r` 2C 4 4 rAiNJ7 DLIJJAP1114 PICOIelr CLMIKA HC -a4 LXTCRIOR GRADE. C4QOHCLL- CIr3 rIIJIJH COLOR TO MATCH CLt'1IRA P 3A C C PAIPIT F,CPIJAMIPI MCORE 4CICLE CC C9 REGAL CCLECT IPITCRI ACRYLIC CI 'ELL R LATEX- EGG P -35 G G PAINT BENJAMIN MOORE ICICLE OC -60 REGAL SELECT INTERIOR ACRYLIC LATEX: SEMI- GLOSS P -4A G G PAINT BENJAMIN MOORE SPACE BLACK 2119 -10 EXTERIOR GRADE: EGGSHELL NOT BE READILY AVAILABLE. IF NOTIFICATION 15 NOT PROVIDED TO THE OWNER'S REPRESENTATIVE, 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 OWNER. 3. CONTRACTOR TO ENSURE AVAILABILITY OF ALL SPECIFIED ITEMS SO AS NOT TO CREATE A HARDSHIP TO THE OWNER AND NOT DELAY PROGRESS OF THE WORK. NO EXTENSION OF TIME SHALL BE PERMITTED. 4. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE, INVENTORY, STORE AND SECURE ANY OWNER G.C. TO FIELD VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF WORK. IF GENERAL CONTRACTOR FINDS ANY DISCREPANCY IN DRAWING SET OR DURING FIELD VERIFICATION THE GENERAL CONTRACTOR IS TO CONTACT OWNER'S REPRESENTATIVE VIA PHONE (OR EMAIL) PRIOR TO COMMENCEMENT OF ANY FURTHER WORK AFTER DISCREPANCY HAS BEEN IDENTIFIED. FAILURE TO DO SO PLACES SOLE RESPONSIBILITY ON THE G.C, FOR ANY WORK DONE REGARDING THAT MATTER. P -4B G G PAINT BENJAMIN MOORE SPACE BLACK 2119 -10 EXTERIOR GRADE: SEMI -GLOSS NO SUBSTITUTIONS ALLOWED. REFER. TO SHEET AS.2 FOR PAINTING AND PRIMER SPECIFICATIONS. PROVIDE PREMIUM GRADE PRIMERS RECOMMENDED BY PAINT MANUFACTURER FOR SUBSTRATES INDICATED AND FOR FINISH SYSTEMS SPECIFIED. IF ADDITIONAL INFORMATION IS REQUIRED / NEEDED CONTACT BENJAMIN MOORE ACCOUNT REP JOHN MURRAY AT 239.825.7126 WALL COVERING WC-1 0 G VINYL WALL COVERINGS ASTECK #45590 "SHADOWS ON THE WALL" ADHESIVE SUPPLIED BY G.C. AS PER MANUFACTURERS SPECIFICATIONS FURNISHED ITEMS (OFI) SUPPLIED AND DELIVERED TO THE JOBS ITE, OR OTHER AGREED UPON LOCATION, AND FORWARD THE RECEIVING DOCUMENT(S) TO THE OWNER 5. THE CONTRACTOR SHALL LEAVE WITH STORE MANAGER ONE (1) GALLON OF PAINT OF EACH COLOR FOR FUTURE TOUCH -UP WORK. 6. NO SUBSTITUTIONS OF ANY MATERIALS OR ITEMS SPECIFIED IN THE DOCUMENTS ARE PERMITTED, U.N.O. AND APPROVED BY OWNER. 7. ANY WOOD CONSTRUCTION SHALL BE FIRE RETARDANT TREATED. INTERIOR FINISHES SHALL NOT EXCEED A FLAME SPREAD RATING OF 25 AT EXIT CORRIDOR 8. G.C. RESPONSIBLE FOR COORDINATION OF ALL OWNER PROVIDED VENDORS FOR DELIVERY INCLUDING, RETURN OF ANY EXCESS MATERIALS REVIEWED FOR DRAWINGS COD CON�P� -I�NCE FRP -1 G G WAINSCOTING (FRP) MARLITE WHITE- PEBBLE SURFACE P -100 WITH M370 EDGE CAP, M350 INSIDE CORNER, M360 OUTSIDE CORNER AND M365 DIVIDER TOILET ROOM(5), MOP SINK WALL(S) AND DRINKING FOUNTAIN WALLS WHERE REQUIRED. AS PER MANUFACTURERS SPECIFICATIONS FLOORING FC -1A 0 G VINYL STRIP GENTIVA LIMED OAK WP- 3309 -ENG 3 "x18" PRECUT PIECES SALES * FITTING ROOM LOUNGE - HERRINGBONE PATTERN. INSTALLED BY G.C. AS PER MANUFACTURER'S SPECIFICATIONS. faint/ INTIMATIS 1. ALL CONTRACTORS, SUBCONTRACTORS, VENDORS AND MATERIAL SUPPLIERS SHALL BE �I�'�RO�D RESPONSIBLE FOR REVIEWING THE COMPLETE SET OF DOCUMENTS AS SHOWN IN THE SHEET INDEX. FAILURE TO REVIEW CONSTRUCTION DOCUMENTS WILL NOT RELIEVE ANY CONTRACTORS, i G 013 SUBCONTRACTORS, VENDORS OR MATERIAL SUPPLIERS FROM PERFORMING WORK OR PROVIDIN �AN MATERIALS REQUIRED FOR THE COMPLETION OF THIS PROJECT AS DEFINED WITHIN THE DOCUMENTS AT TIME OF BID. 2. G.C. SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS. ANY DISCREPANCIES SHALL p�- �^Uk�'�� BE BROUGHT TO THE OWNER'S ATTENTION (VERBALLY DOCUMENTED IN WRITING) BEFORE CI ON PROCEEDING WITH WORK. RUILDINO' DIVISION 3. SHOULD A CONFLICT EXIST BETWEEN THE CONSTRUCTION DOCUMENTS AND /OR THE SPECIFICATIONS THE OWNER'S REPRESENTATIVE SHALL BE INFORMED (VERBALLY * DOCUMENTED IN WRITING) OF I THIS DISCREPANCY IMMEDIATELY, AT WHICH TIME OWNERS REPRESENTATIVE SHALL.. PROVIDE DIRECTION AS TO HOW TO PROCEED. 4. INSPECT SITE AND VERIFY FIELD DIMENSIONS BEFORE COMMENCING WITH CONSTRUCTION. NOTIFY OWNER'S REPRESENTATIVE AND LANDLORD IMMEDIATELY IF THERE ARE ANY DISCREPANCIES. FC -18 0 G VINYL STRIP CENT IVA LIMED OAK WP- 3309 -ENG ,7 "x48" STANDARD PIECES FITTING ROOMS WINDOW THRESHOLDS. INSTALLED BY G.G. AS PER MANUFACTURER'S SPECIFICATIONS. CUT DOWN TO FIT Ln1?nlwlnnn rG 2A O G COMP, ^ITC A"I FL�ORIPIG UAIG `JT C,L Ili "Xlrs" 5HLt5 4 I-1 I I INC./ KUU1 -1 LUUNC./t - HtKKINCxCUNt rA 1 I tKN. HUH=IVt SUrrLItU HNL/ IN51 HI-LW MIT STORE NO 5381 `� �" RIR-F PRECUT PIFC FS C C AS PFR MANIJFA(TI IRFR'S SPFCIFICATIONS �'TRIr un>?nlxlnnn rG G COMP GITC ACI rLC RING UAIG 5t,.0 rLWC.L IIt / "Xbe, ri 1 1 INC./ KUCJI-I= . WII'UUW I HKtHULUS. HVHtSIVt SUrrLI =V HNC) IN51 HLLt ) cT c:r.c.. H5 rtrc -B cTAr.I�, ^Pr' °1 =r'F° '"I^"Il'FA''Tl1 °E °'� °Er''F1f" ^TI ^"h PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 5 1 Klr FC -6 0 G CARPET STORE FLOORS BORA BORA BB06 BLACK TIE FITTINGS ROOMS. G.C. TO PROVIDE ADHESIVE AND INSTALLATION AS PER MANUFACTURER'S SPECIFICATIONS. DIRECT GLUE DOWN. hf20BLEM SOL�CD CQ74, G9LOR GALCC 1;C ICR I. rc 7 0 G CARPET J 4 J FITTING MS rCATI FINIS! G.G. T rl; VI DC ADIICLIVE AND IPISTALLATICPI AC rCR INVISI01! '1:O3' rix p, rL,.T MAPIUrACTURCR'C CPCGIFI CAT ICPIC. DIRECT GLUE DCl1Pl. �°.r.= ����.r =w■ ��- ���r_ �. c�av�- r.. r• ��a��. o�.>• ���i��.- ia��r. �t• aro�i�n�. �m« ��_ ��uu��a- ���i���_ �• �r�Tr. ��- r• ��w����a .- ��i���au�r�mr-���.���ca�a� - .►- - • - A 1.211teerM2 ) 1 IANurAt..Tur:LK'5 Cr GC. G E N E R AL N O T ES A 13 3/0" G G P'IAT. C LOR GT RCrROPT DESIGN TYPE: LINEN & LACE rG G 1JALIC rr MAT MATS INC >1A ENTRY ARCA (EXTERIOR GT RCC NLY) - FC -14 G G VGT - VINYL COMPOSITION TILE ARMSTRONG SANDY BEACH 51929 12 "x12" STANDARD EXCELON IMPERIAL TEXTURE. NON- SALES: 1/4 TURN PATTERN. GLEAN, POLISH AND WAX PRIOR TO TURNOVER. VERIFY LL REQUIREMENT FOR WATERPROOF MEMBRANE IF REQUIRED USE LATICRETE #9235 , MARK DOOR INFORMATION FRAME INFORMATION NOTES LOCATION NOMINAL SIZE MATERIAL FINISH MATERIAL FINISH FIRE RATING I-IEAD /JAMB DETAIL HDWR. REVISIONS: FC -15 G G VCT - VINYL COMPOSITION TILE ARMSTRONG I OT LIPS 57515 12 "x12" STANDARD EXCELON RAVE NON -SALES AS REQUIRED BY CODE. CLEAR PATH AND CLEAR AREA IN FRONT OF ELECTRICAL EQUIPMENT; CLEAN, POLISH AND WAX PRIOR TO TURNOVER. REQUIRED BY: DATE 101 ENTRY PR. 3' -0 "W. x 10' -0 "H x 1/211 TEMP. GLASS - - - - B /A8.4 E /A8.3 A REFER TO SHEET A5.1. CLEAR TEMPERED GLASS FC -16 G G - - MALL MATCH FLOORING AT ENTRY LEASE LINE TO CLOSURE LINE 102 SALES / HALLWAY 31 -0 "W. x 71-0 "1-I. x 1 3/4" HOLLOW METAL P -2B SALES / P -18 NON -SALES HOLLOW METAL P -25 SALES /P -15 NON -SALES - S /A11.1 5 NO KICKSTANDS ALLOWED FC -17 - - CONCRETE - EXISTING CONCRETE NONSALES AREA - CONCRETE TO BE SEALED 103 FITTING ROOM 3' -0 "W 1 3/8. x 7' -0 "H. x ° SOLID CORE WOOD PREFINI SHED WOOD PP-21 D P -2B - N *P /A10.1 D G.C. TO SPRAY FINISH FRAME WALL BASE 5-1 0 G WOOD 1 D 5/8 "x7" CLEAR POPLAR SALES, FITTING ROOMS 4 LOUNGE - SCRIBE TO 6"; FINISH AS PER SPECIFICATIONS ON SHEET AS.2 104 TOILET ROOM 3' -0 "W. x 71 -0 "H. X 1 3/4„ HOLLOW METAL P -1B HOLLOW METAL P -15 - S /A11.1 SIM C 5-2 G G VINYL ARMSTRONG JET BLACK 60, 4" COVE BASE NON -SALES AND INTERIOR BARRICADE 105 HALLWAY/ NON -SALES 3' -0 "W. x 7' -0 "H. x 13/4" HOLLOW METAL P -15 HOLLOW METAL P -1B- - S /A11.1 8 - - - - . _ _ -_ (PelCCTII 131 °'2-/ CO *AC IN .TALL r1R MANUVACTURCR'G Sr1CIrICATIONS. 106 SERVICE 3' -0 "W. x 7' -0''H. 1 3/4° HOLLOW METAL P -15 HOLLOW METAL P -18 1 HR SIM. E IDE P -15 AND MALL SIDE TO MATCH MALL STANDARDS. 8 -4 G G WOOD G.C. 5/8 "x6" CLEAR POPLAR EXTERIOR BARRICADE FINISH AS PER SPECIFICATION ON SHEET A1.1 ° INDICATES NO REVISION TO THIS SHEET ■ WALL TRIMS 5' --0"W, x 7' -C"1-1. x U 1-IvLLJw P 1B (_) HuLLVW r 18 r rROVI C AM' MICGIPiG OR DAMAGED IIARDI.IARC. / DRAWN BY: ALW CHECKED BY: LMM /KMM T -1 0 G WOOD IDX MD 1229 FITTING ROOMS AND LOUNGE CROWN; FINISH AS PER SPECIFICATIONS ON SHEET A7.1 * A10.1. 1 3/�4° METAL METAL A. INTERIOR ENTRY DOORS -DOORS AND HARDWARE SUPPLIED AND INSTALLED BY G.C. DECORATIVE D. FITTING ROOM DOOR: PREFIN'SHED DOOR, PRIMED FRAME * HARDWARE - SUPPLIED BY T -2 0 G WOOD IDX 3/4 "x3 1/2" CLEAR POPLAR FITTING ROOM LOUNGE OPENING' FACE, STOREFRONT SOFFIT FACE AND FOCAL WALL SOFFIT FACE TRIM, FINISH AS PER SPECIFICATIONS ON SHEET A7.1. PULLS SUPPLIED BY OWNER (U .N.0.) OWNER AND INSTALLED $ FRAME SPRAY FINISHED BY G.C. HARDWARE: HARDWARE: PUSH /PULLS: 2 PR. ROCKWOOD NOIRMET DOOR PULL US32 TYPE 13HD BT13 CTG. 16" CTC /20" LOCKSET - SCHLAGE #F40 ELA V 609. ADA COMPLIANT "ELAN" "F" - SERIES ( ) , OVERALL HEIGHT #RM3810.32 LEVERED PRIVACY SET, NON HANDED, INCLUDES UNIVERSAL LATCH AND STRIKE. CHROME. n u TOP PIVOT: 1 EACH, DORMA PT -20 CENTER HUNG TO MATCH STOREFRONT FINISH (BLACK) HINGES - BOMMER #8135001. (1 1/2) PAIR, 4 -1/2 X 4-1/2". 130 GA. FULL LOCKSET: PROVIDE SECURITY SOLUTIONS - "U- CHANGE" REKEYABLE LOCK CYLINDERS #31AK25A5D2 MORTISED BRASS HINGE. STANDARD WEIGHT BALL BEARING. FINISH - CHROME. (BOTTOM LOCK) WITH #K205FACTRY SECURITY KEY. COLOR: BLACK DOOR STOP - ROCKWOOD #445 FINISH 619 BOTTOM RAIL: 6" HIGH. FINISH TO MATCH STOREFRONT (BLACK FINISH) DOOR STOP /HOLD OPEN: IVES # FS451 (BLACK FINISH) E. (N) SERVICE DOOR: UNFINISHED DOOR, FRAME +I; HARDWARE - SUPPLIED, INSTALLED * ,, ,;:; h �" REGISTERED �°?g ARCHITECT GERALD O. ASHINGTO CI{ Il'1�F1l4'a�SIIIi11GTON , T -3A 0 G WOOD IDX " " 3/4"x6" CLEAR POPLAR FOCAL WALLS AND FITTING ROOM LOUNGE OPENING BOTTOM AND SIDE TRIM. FINISH AS PER SPECIFICATIONS ON SHEET A7.1 AND A9.2. T -35 0 G WOOD IDX 3/4 "x 6" CLEAR POPLAR CUT TO REQUIREMENTS IN THE FIELD STOREFRONT SOFFIT, BOTTOM AND SIDE TRIM. FINISH AS PER SPECIFICATIONS ON SHEET A8.4 T -4 0 G WOOD IDX PROFILE CCH 0401 -3.00 FITTING ROOM LOUNGE WALL TRIM, FINISH AS PER SPECIFICATIONS ON SHEET A7.1. CLOSERS: NONE FOR INTERIOR MALLS FINISHED BY G.C. DUST PROOF STRIKES: 2 EACH, ASSA #4NIVR525P2 32D FLUSH MOUNTED IN FLOOR. HARDWARE: COORDINATE OPEN LOCATION WITH OWNER'S PM (LESS THAN 90° HOLD OPEN) LOCKSET: PANNEX #71210F000F BATTERY POWERED EXIT CONTROL DEVICE WITH INSIDE KEY CONTROL CYLINDER #316305A5C2. DEVICE IS NOT EQUIPPED WITH A DELAYED EGRESS LOCK. ESCUTCHEON WITH PULL #703PLTD1OF . SALES / HALLWAY / NON -SALES DOOR: UNFINISHED DOOR, FRAME * HARDWARE - SUPPLIED, HINGES: 1 1/2 PAIR; BOMMER OR EQUAL, 4 1/2'1X4 1/2 ", #13135004N HEAVY WEIGHT BALL BEARING RECEIVED REFER TO "E /A9.2 FOR TRIM PROF I LES. CITY OF TUKWILA MIRRORS Nf1V 1 Q %Di% M -1 G G MIRROR G.C. 1/4" THICK MIRROR TOILET ROOM(S) G.C. TO PROVIDE AND INSTALL J- MOLD, MASTIC, ETC. PERMIT CENTEF INSTALLED * FINISHED BY G.C. WITH NON - REMOVABLE PIN, FINISH 26D HARDWARE: CLOSERS: LCN CLOSERS 4000 SERIES INTERIOR MOUNT, FINISH 26D PUSH PLATE: IVES N0: 8200 3.5" X 15 ", FINISH 619 THRESHOLD: NATIONAL GUARD PRODUCTS INC., OR EQUAL. ADA COMPLIANT BUMPER SEAL PULL: IVES NO: 8302 -(0 3.5" X 15 ", FINISH 619 TI-1RESHOLD #696 DOOR STOP: O 8302 (o #445, FINISH 619 EXTERIOR LATCH PROTECTOR: IVES LOCK GUARD #LG10, 9 1/2 "x2 1/2 ", FINISH US32D ONE WAY VIEWER: IVES ONE WAY DOOR VIEWER #6985, ADJUSTABLE FROM 1 3/8" TO 2 1/8" SILENCERS: 3 EACH, FINISH 619 THICK DOORS, FINISH 26D: TWO REQUIRED: MOUNT ONE AT 42" AND ONE AT 60" HINGES: 1 1/2 PAIR, BOMMER, 4 1/2 a X4 1/2", #13135000 STANDARD WEIGHT, AVERAGE DOOR IDENTIFICATION SIGN: COORDINATE SIZE AND COLOR WITH MALL OPS. FREQUENCY, FULL MORTISE, BALL BEARING HINGE, FINISH STAINLESS STEEL CLOSER: SARGENT MFG. CO. #1431 SERIES, ANSI /BHMA A156.4 GRADE, FINISH 619 (INSTALLED ON NON -SALES SIDE OF DOOR) KICKPLATE: ROCKWOOD K1050, HEAVY DUTY 8 "X34 ", FINISH 619 'r' M -2 0 G MIRROR PREMIER OVAL MIRROR FITTING ROOM LOUNGE AND FITTING ROOMS. STOREFRONT FINISHES SF -1 O G PORCELAIN PATTERNED TILE CERAMIC TECHNICS FINN 363 NLP (11 3/4"x23 1/2" ) ENTRY PORTAL; GUT AS NEEDED - LATICRETE UNSANDED GROUT - COLOR: #23 - ANTIQUE WHITE WITH 1/8" GROUT JOINT. INSTALL PER MANUFACTURER'S SPECS. GC TO CUT AS REQUIRED AND ENSURE SMOOTH EDGES WHERE EXPOSED - STACKED BOND PATTERN DRAWING TITLE: GENERAL NOTES DOOR AND FINISH SCHEDULES SF -2 0 G PORCELAIN TILE CERAMIC TECHNICS FINN -36W (11 3/4 "x23 I/2 ") STOREFRONT FIELD TILE; CUT AS NEEDED - G.C. TO PROVIDE LATICRETE UNSANDED GROUT - COLOR: #23 - ANTIQUE WHITE WITH 1/811 GROUT JOINT. INSTALL PER MANUFACTURER'S SPECS. GC TO CUT AS REQUIRED AND ENSURE SMOOTH EDGES WHERE EXPOSED - RUNNING BOND PATTERN F. (C) ;,CRVICC DOOR. Er. C. TO IIJ;,TALL ALL tJCbJ 1 A1RDbJARC LI:.TCD IPJ STrOUr C. TOILET ROOM DOOR: UNFINISHED DOOR, FRAME #HARDWARE - SUPPLIED, INSTALLED FINISHED BY G.C. HARDWARE: PRIVACY SET: SCHLAGE 5400 BATH /BEDROOM PRIVACY LOCK, JUPITER LEVER HANDLE, FINISH ALL ENTRY DOORS SHALL BE OPERABLE FROM WITHIN WITHOUT THE USE OF ANY SPECIAL KNOWLEDGE OR EFFORT WHEN THE SPACE IS OCCUPIED :.r 3 6 S 64 ItJD064 FILM TDD BLACK 1Pditde364 rhtH INCTALL N TI IC IPITCRI R SIDE or TI IC GLAZING I, 41 INDICATED N FLANS) SF -3A 0 G PORCELAIN TILE DAL -TILE MATCI-POINT - JET BLACK UNPOLISHED (11 3/4 "x23 9/16 ") CUT TO FIT STOREFRONT BORDER TRIM; CUT AS NEEDED - G.C. TO PROVIDE LATICRETE UNSANDED GROUT - COLOR: #22 - MIDNIGHT WITH 1/8" GROUT JOINT. INSTALL PER MANUFACTURER'S SPECS. GC TO CUT AS REQUIRED AND ENSURE SMOOTH EDGES NI-IERE EXPOSED 619 HINGES: 1 1/2 PAIR; BOMMER, 4 1/2"5(4 1/2 ", #555000 STANDARD WEIGHT, AVERAGE FREQUENCY, FULL MORTISE, BALL BEARING HINGE, FINISH STAINLESS STEEL NOTE: DOOR STOP: ROCKWOOD #445 FINISH 619 1. G.G. TO FURNISH ALL FINISH HARDWARE (U.N.°.), NOT SUPPLIED BY OWNER, BUT NOT LIMITED ' TO, HINGES, LOCKSETS, CLOSURES, STOPS, THRESHOLDS, SILENCERS, WEATHER- STRIPPING, SILENCERS: 3 EACH, 'FINISH 619 CYLINDERS MASTER- KEYED, PUSHERS, PULLS, KICK- PLATES, ETC. U.N.O. CLOSER: SARGENT MFG. CO. #1431 SERIES, ANSI /BHMA A156.4 GRADE, FINISH 619 2. FOR FIRE RATED OPENINGS - PROVIDE UL TESTED AND LISTED HARDWARE ALL HARDWARE KICKPLATE: ROCKWOOD K1050, FINISH WPC SHALL COMPLY' WITH ADA GUIDELINES. . 3. SIZE AND MOUNT UNITS TO COMPLY WITH MANUFACTURERS RECOMMENDATIONS FOR THE EXPOSURE CONDITION. REINFORCE THE SUBSTRATE AS RECOMMENDED. 4. INSTALL EACH HARDWARE ITEM TO COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. KEYING TO BE AS sDIRECTED BY OWNER'S INSTRUCTION. PROVIDE KEYS IN QUANTITIES TO BE ESTABLISHED SY OWNER. 5. ALL HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34" TO 44" A.F.F. AND SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE WITHOUT MEANS OF TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. SF -3B 0 G PORCELAIN TILE DAL -TILE MATGHPOINT - JET BLACK �� 11 UNPOLISHED (11 3/4 x23 9/16) LATICRETE UNSANDED GROUT - COLOR: #22 - MIDNIGHT WITH I /8" GROUT JOINT, INSTALL PER MANUFACTURER'S SPECS: GC TO CUT AS REQUIRED AND ENSURE SMOOTH EDGES WHERE EXPOSED DATE ISSUED: rrs.� -1n�� a�-»a �criw.11Ce1 11/07/2012 QI•Qw■ 11PIWZW_vI i. 11 �o��_Ias_I•LIOINO� AI »t./A sa_IMIM I OIC7 lG7NIi7 .7.7ClsJOIM�rino1.JOlr.7i-- INWRINar ∎7 a al 1o1F.ZC�w1_F.7►IRM! -, �1 ►1Erl no I.J.Ja 'UIJIdLI�JAL TAlid 1 ULA�..1. - 1 If�9 1 r C.VI`IVL 1 Ivry. PROJECT NO: 120421 ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE ACTUAL FIELD CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER AND THE MALL OPERATIONS MANAGER BEFORE PROCEEDING WITH ANY WORK. GENERAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE DRAWING NO G1 ■ 3 G.C. TO FIELD VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF WORK. IF GENERAL CONTRACTOR FINDS ANY DISCREPANCY 1N DRAWING SET OR DURING FIELD VERIFICATION THE GENERAL CONTRACTOR IS TO CONTACT OWNER'S REPRESENTATIVE AND THE MALL OPERATIONS MANAGER VIA PHONE (OR EMAIL) PRIOR TO COMMENCEMENT OF ANY FURTHER CONTRACTOR'S BID. SUBMITTAL OF BID 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. WORK AFTER DISCREPANCY HAS BEEN IDENTIFIED. FAILURE TO DO SO PLACES SOLE RESPONSIBILITY ON THE G.C. FOR ANY WORK DONE REGARDING THAT MATTER. DOOR AND FRAME SCHEDULE FINISH SCHEDULE - PLOTTED: 11/8/2012 8:57 AM SOMA I NT I MATES SPACE #116 LEVEL I �UkW,& PARK WA Y ArTII) A � t__ (” r DS3 SEAFOOD CITY (LEVEL 1) FUTURE RETAIL (LEVEL 2) 2 LEVELS v HANDICAPPED PARKING (H) NORDSTRO 3 LEVELS 165,900sf �DS21 macys 4 LEVELS 258,944sf ENCLOSED M ALL 1 LEVEL JCPenney 3 LEVELS 272,267sf imc (ABOVE) DS5 SEARS 3 LEVELS 174,630sf EN1 LOSED MALL 3 LEVELS Ii \I „M FIRESTONE POST OFFIC 4408sf CHEESECAKE FACTORY 11, 556sf FIDELITY SERVICES 7, 207sf THE OLIVE GARDEN 7, 405sf BANK OF AMERICA r STRANDER BOULEVARD (E) TARGET RECEIVED .. CITY OF TUKU.A NOV 19,2012 PERMIT CENTER NORTH Q 0- SITE PLAN OWNER: ch ico's 11215 METRO PARKWAY FT. MYERS, FL. 33966 ARCHITECT / ENGINEER: U 0 z W E 0 Q O O .0 E E L N uiN N N L 0 3 0 N O 0 f: 614 545 4555 THE ARCHITECT ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE SHOWN ON THE SEAL. THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. Joma INTIMATES STORE NO: 5381 PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 DESIGN TYPE: LINEN & LACE REVISIONS: REQUIRED BY: DATE INDICATES NO REVISION TO THIS SHEET DRAWN BY: ALW CHECKED BY: XXX (E Rr LD S• SHREMSHOCK ;`.'i°; T OF €FUMING TON DRAWING TITLE: SITE PLAN DATE ISSUED: 11/07/2012 PROJECT NO: 120421 DRAWING NO: G1.4 11/8/2012 8:58 AM " 1 . G.0 . TO PROTECT ALL EXTIG FIREPROOFING * REPAIR AS REQUIRED TO MAINTAIN EXT1G 11. GENERAL CONTRACTOR SHALL VISIT JOB SITE AND BE FAMILIAR W I TH LANDLORD'S RAT I NG. REQUIREMENTS AND EXISTING CONDITIONS. NO ALLOWANCE W I LL BE MADE FOR EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOB SITE AND/OR FAILURE TO PREDETERMINE ALL 2. G.C. SHALL PROTECT ALL EXT1G. CONSTRUCTION DESIGNATED TO REMAIN. ANY DAMAGE REQUIREMENTS IMPOSED BY THE LANDLORD, EXISTING CONDITIONS OR OTHER AUTHORITIES. INCURRED AS A RESULT OF G .0 . '5 FAILURE TO PROTECT THESE ITEMS 51-1ALL BE REPAIRED OR REPLACED TO OWNER'S SATISFACTION AT THE G.C. IS SOLE EXPENSE 12. COORDINATE ALL DEMOLITION EFFORTS WITH THE MALL OPERATIONS MANAGER. 3. COORDINATE ALL DEMOLITION AND REMOVALS WITI-4 THE FULL SCOPE OF NEW WORK AS 13. NO CONDU IT, SPRINKLER, DUCTWORK, WIRING, PLUMBING ETC. SHALL BE LEFT STRANDED IN INDICATED IN THE DRAWINGS. PRIOR TO COMMENCEMENT OF THE WORK, G.C. SHALL NOTIFY THE SPACE. ALL OF THE ABOVE MUST BE CONNECTED TO TENANTS WORKING SYSTEMS OR THE GINNER / ARCH I TECT OF ANY DISCREPANCIES FOR INTERPRETATION / DIRECTION. ELSE DEMOLISHED AND REMOVED. 4. G.C. SHALL COORDINATE WITH LANDLORD PRIOR TO COMMENCEMENT OF DEMOLITION WORK 14. CONTACT MALL OPERATIONS MANAGER BEFORE REMOVING ANY CONDUIT, WIRES, OR CABLES, OWNER: Ch 11215 METRO FT. MYERS i • CO'S PARKWAY , FL. 33966 ALL PROCEDURES (E.(. SCI-IEDUL ING OF ACTIVITIES, SHUTDOWNS, ETC.) AND LOCATION OF 1 F THE ORIGIN CANNOT BE DETERMINED FROM W 'THIN THE TENANT DEMISED SPACE. DUMPSTER FOR DISPOSAL OF ALL REMOVED ITEMS. 15. CONTACT MALL OPERATIONS REGARDING TRASH DUMPSTER RENTAL AND SITE LOCATIONS. 5. G .G. IS REQUIRED TO CI-IECK IN WITH THE LL'S ON SITE PROPERTY MANAGER PRIOR TO THE START OF TENANT CONSTRUCTION. NO WORK CAN COMMENCE UNTIL A PRECONSTRUCT I ON 16. AFTER ENTIRE DEMOLITION TENANT G.C. TO CONSULT W I TH SOMA'S PROJECT MANAGER MEETING IS I-IEL. PRIOR TO COMMENCEMENT OF CONSTRUCTION. 6. ANY DAMAGE TO LL'S PROPERTY DURING TENANT DEMOLITION OR CONSTRUCTION (MALL FLOORING, BULKHEAD, NEUTRAL PIERS, ETC.) WILL BE REPAIRED PER MALL SPECIFICATIONS, AT G .C. IS EXPENSE. 7. ANY EX-F-' G EQUIPMENT OR COMPONENT IN OR PERTAINING TO THE PREMISES TI-IAT IS BEING ABANDONED MUST BE DEMOLISHED COMPLETELY AND PROPERLY REMOVED FROM THE PREMISES. B. ALL ABOVE GROUND UTILITY LINES NOT TO BE RE-USE MUST BE REMOVED TO POINT OF ORI GI N. ALL UNDER SLAB UTILITY LINES TO BE CUT, CAPPED AND SEALED PER CODE. GI . ALL ROOF MOUNTED EQUIPMENT ABOVE THE LEASED PREMISES NOT TO BE RE-USED MUST BE REMOVED BY G.C. AT G .0 .1 S EXPENSE. ROOF MUST BE PROPERLY PATCHED BY MALL REQUIRED ROOFER. ROOF CURBS MUST BE REMOVED AND ROOF PATCHED - DO NOT CAP. COORDINATE ALL WORK WITH MALL OPERATIONS DIRECTOR. 10. G.C. SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE OWNER'S ATTENTION BEFORE PROCEEDING WITH WORK. Gera 1.3081 NOT USED M DEMOLITION / LEASE PLAN NOTES REVIEWED FOR CODE COMPLIANCE APPROVED ALL INTERIOR DASHED WALLS AND FINISHES ARE TO BE REMOVED REMOVE FLOOR COVERING AND ADHESIVE, CEILINGS, ENTIRE STOREFRONT INCLUDING DOORS OR ROLLING GRILLE, SIGNAGE, ETC. JAN 1 6 2013 . City PRIOR TO DEMOLITION G.C. TO CAREFULLY COORDINATE ITEMS TI-1AT ARE TO BE RETAINED, RELOCATED OR REMOVED AND DISCARDED WITH MECI-IAN ICAL, ELECTRICAL, AND PLUMBING DRAWINGS. _ 72' -6" of Tukwila BUILDING DIVISION Jo m a INTIMATES 161-8 7/8" LI- TO LL 241-0" 241-0" 7' --cl 1/8" 41-5 1/4" STORE NO: 5381 PORTION OF (N) I SI NG WALL TO BE EXTENDED BY L.L. - (N) 6" METAL STUDS IA1/ 5/8" TYPE 'X' GYP. BD. BOTH SIDES TO DECK ABOVE. _ ___ _ _ _ ADJACENT TENANT (E) 6" METAL STUD PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 (N.I.C.) DEMISING WALL_ W I T1-4 5/8" GYPSUM BOARD TO DECK ABOVE TO REMAIN LEASE LINE /DEM _ ... _ _ _ _. __. ..... _ _ _ _ _ _ ,q- 1 m OVERALL LEASE LINE -- LI r I r- —I I I I L _ _.----- - L _ r -1 I J (E) SPRINKLER MAIN TO REMAIN, G.C. TO V. 1 .F. (UNABLE TO VERIFY HEIGHT OR SIZE AT TIME OF SURVEY DUE TO GYPSUM BOARD CEILING) r- - I F -- - T _...___r______---j _ i * 1 1 ) LEASE LINE LEASE LINE PORTION OF (E) BULKHEAD TO BE REMOVED. REFER TO STOREFRONT SECTIONS. COORDINATE DEMO W/ LANLDORD'S ON-SITE REP. b L __ ____+ I , ...... / , -(x - -- \ DESIGN TYPE: LINEN & LACE LEASE LINE , Z T / \ / • REVISIONS: REQUIRED BY: DATE ----- --.4- to LL TO LL A I ALL WALLS SHOWN - 7 DASHED TO BE REMOVED L -I (E) STEEL BEAM TO REMAIN, G.C. TO V. I .F. (UNABLE TO VERIFY AT TIME OF SURVEY DUE TO GYPSUM BOARD CEILING) (TYP.) 15I-10 US" A.F.F.. 1 \ (E) STEEL JOIST TO REMAIN, G.C. TO V.I.F. (UNABLE TO VERIFY SIZE AT TIME OF SURVEY DUE TO GYPSUM BOARD CEILING) / \ p I \ POP-OUT - cn fY m 8 Z 0 U _1 r . INDICATES NO REVISION TO THIS SHEET GYP. 5D. CLG. (TO 5E REMOVED) (E) STEEL COLUMNS TO REMAIN. G.C. TO VERIFY EXACT LOCATION AND SIZE AFTER DEMO. \ \ \ U. ---. \ — r - - + DRAWN BY: ALW CHECKED BY: LMM/KMM ...--7 ___ -- I\ 1 A' / I ■11211k z:. '"' ISTMED ) IITECI --('C'3:1;11(;:p:110SFir.:1;633:sRll'Ellitl3TI-01ONCK I / / WM L -__i-- - -' _ - — _ 1 LOCATION BASED OFF LOD 1- 1 )---1 / 1 __ L i T -1 r- I - PROVIDE BY LANDLORD I- --1/ -1 r _ - --\ = =\ /- / ---__. __ 1 1 Av---(N) 6" METAL STUD L DEMISING WALL BY LANDLORD WITH 5/8" GYPSUM BOARD Err 1 J 171-3" A.F.F.A, _ -- 1 1 1 (E) TENANT STOREFRONT SYSTEM TO BE REMOVED - 0 J TENANT ON TENANT SIDE B.O. DECIer (TYP. ) I I ONLY TO DECK ABOVE (VERIFY W ITH LEASE AGREEMENT) (E) TENANT DUCTWORK AT 12' -3 3/8" A . F . F . TO REMAIN (N.1 .C.) 10' -0 3/8" A.F.F.4) 1 I 1 -T-- 1 -1--- 'F-- 1 GYP. D. CLG. (TO 5E REMOVED) n N 41-0" - _ _ HI 1■01■1 H H ---H .■ 1 1 T1 LEASE LINE 1 LINE OF (N) CONSTRUCTION BARRICADE, SEE A1.1 DRAWING TITLE: DEMOLITION/ LEASE PLAN r 11 1 SERVICE CORRIDOR r — -1 , , I I -I-- J,- 1 _L (N.I.C.) _0-- i- 1 1 i I L _I ___I r L __ __ _ _ _J - L L - - -I _ RECEIVED PORTION OF (N) 72' -6" DATE ISSUED: 11/07/2012 DEMISING WALL TO BE LEFT OPEN FOR NEW OVERALL LEASE LINE C1TY OF TUKWILA SERVICE DOOR - REFER ADJACENT TENANT 1 TO CONSTRUCTION PLAN (N.I.C.) IVII) NOV 9:2012 PERMIT CENTER Ow. 11116 (i1117 i NORTH PROJECT NO 120421 DRAWING NO: AD• 1 4). \ 7 DEMOLITION / LEASE PLAN 1/4 = 1 -0" A _ PLOTTED: 11/8/2012 8:59 AM ELEVATION SHOWN 15 A REPRESENTATION OF INTENT. ACTUAL GRAPHIC ARTWORK IS TO BE SUBMITTED TO LANDLORD FOR REVIEW BY THE CO'S MARKETING DEPARTMENT FOR APPROVAL PRIOR TO PRODUCTION AND INSTALLATION. 11 • ►r' S' W 47i3+ii3i 3i1F►.4Ti444 Ni)` WWII. : : : : : : : : : :: . :: ::: :. ::: G.C. TO INSTALL W /HARDWARE PROVIDE W /BANNERS DO NOT TAPE. BANNER GRAPHIC ON INTERIOR OF WINDOW NI-IEN APPLICABLE, G.G. TO INSTALL WHITE PAPER OR BLACK PLASTIC ON STOREFRONT WINDOWS AND DOORS. BEHIND BANNER GRAPHICS. (TYPICAL) FOLD LINE EQ. ELEVATION SHOWN 15 A REPRESENTATION OF INTENT. ACTUAL. GRAPHIC ARTWORK 15 TO BE SUBMITTED TO LANDLORD FOR REVIEW BY THE CHICO'S MARKETING DEPARTMENT FOR APPROVAL PRIOR TO PRODUCTION AND INSTALLATION. 51 -0" EQ. 1P 4A GRAPBH 11C5 TYP.) EQ EQ 21 -0" 8I -c1 1/2" w w G.C. TO INSTALL PRE - ADHERED GRAPHICS - COORDINATE WITH MALL OPS. PRIOR TO INSTALLING (TYP.) 7\ G.C. TO PROVIDE PR. 3' -0" X 7' -0" BARRICADE DOORS FRAME, PAINT IZEMI 33' -7 1/8" a 0 G.C. TO INSTALL PRE - ADHERED GRAPHICS - COORDINATE WITH MALL OPS. PRIOR TO INSTALLING (TYP.) SIDE ELEV. SIDE ELEV. FRONT ELEVATION � COORD. N/ L.L. * ADJ. TENANT/ 16' -0" A.F.F. T.O. BARRICADE FOLD LINE BASE PER MALL REQUIREMENTS B -4 P -4B 0' -0" A.F.F FINI514 FLOOR OWNER: chico's 11215 METRO PARKWAY FT. MYERS, FL. 33966 ARCHITECT / ENGINEER: SHREMSHOCK info@shremshock.com E O 0 0 0 O E 2 f: 614 545 4555 THE ARCHITECT ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE SHOWN ON THE SEAL. THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. STOREFRONT ELEVATION WITH BANNER GRAPHICS 1/4" = BARRICADE ELEVATION 1/4" = 1' -0" EXISTING MALL BULKHEAD HEAD ANCHORAGE: MASONRY: 3/81" DIA. HILTI SLEEVE ANCHOR STEEL LINTEL: TACK WELD OR 0.20511 DIA. P • @ 16" O.C. EXTERIOR: 1/4" DIA. TEK SCREWS @ 16" 0 MTL. STUDS: 1/411 DIA. TEK SCREWS @ - O.C. 12' -6" A T.O. BARRJ1ic C. T. iZQip I u AND INSTALL PLYWOOD LID M:' A STUDS (SIZE AND SPACING TO MATCH ARR NALL STUDS.) SECURE TO EXISTING BULKHEAD. A TER " - OVAL OF SUPPORTS, PATCH EXISTING B .'EAD ' • MATCH EXISTING. 3 -5/8" X 18 GA. 611 X 18 GA. METAL TALLER THAN I2' -6") EXTERIOR GRADE PLYNO EXTERIOR) LEASE LINE TAL STUDS AT 16" O.C. (USE UDS IF BARRICADE IS 1-1 1/2" TYP A /B, (SMOOTH SIDE ON k 41 -0" RRICADE SECTION (EXTERIOR) ENANT G.C. SHALL COORDINATE BARRICADE REQUIREMENTS, LOCATION AND I - TALLATION OF CONSTRUCTION BARRICADE WITH MALL OPERATIONS PRIOR TO CO NGEMENT OF WORK. 2. G.C. TO INSULT WITH MALL REPRESENTATIVE FOR HOURS IN WHICH WORK ON BARRICADE • N OCCUR. N.T.S. 3. G.G. SHALL CONS UCT A TEMPORARY BARRICADE(S) AS INDICATED. INST • L VISQUEEN BACK TO MALL BUL EAD TO CREATE DUST -PROOF CONDITION. BARRIC • .ES ARE TO BE ADEQUATELY SECURE' •ND BRACED TO MALL BULKHEAD FRAMING FO LATERAL STABILITY AND MUST B TRUCTURALLY SOUND. 4. PAINT PER DETAILS ON THIS EET. REFER TO 5 F. FINISH SCHEDULE. 5. BARRICADE IS TO BE 100% COMPLE AND REA MORE THAN TWO DAYS AFTER CONS GTIO REPRESENTATIVE UPON COMPLETION TO 6. G.C. IS RESPONSIBLE FOR MAINTAINI •1PR• ARR PH ICS TO BE INSTALLED NOT .C. TO CONTACT OWNERS GRAPHICS INSTALLATION. E DURING CONSTRUCTION. 7. REMOVE BARRICADE NI-1EN 100% 'R ONT I COMPLETE ON THE EVENING BEFORE G.C.IS PUNCHLIST 15 COMPL •" TO OWNER • RIFICATION, AND AFTER LANDLORD APPROVAL 15 REC ARE 15 TO BE TA N WHEN DISASSEMBLING AND REMOVING BARRICADE. ON INT I.' SIDE (STORE SIDE), " • PER WINDOWS WITH WHITE CONSTRUCTION PAPER OVER G • ZING ONLY. TRIM 1/2" OFF E . ES AND TAPE CONTINUOUSLY AROUND PER ETER WITH WHITE TAPE. G.G. IS RESTORE NEUTRAL PIER(S), MALL FLOORING • ND BULKHEAD TO A 'LIKE NEW' CONDIT ' AND FINISH. REFER TO DETAIL L /A1.1 r✓ EXISTING MALL BULKHEAD 16' -0" A.F.F. T.O. BARRICADE G.C. TO PROVIDE AND INSTALL PLYWOOD LID OVER METAL STUDS (SIZE AND SPACING TO MATCH BARRICADE NALL STUDS.) SECURE TO EXISTING BULKHEAD. AFTER REMOVAL OF SUPPORTS, PATCH EXISTING BULKHEAD TO MATCH EXISTING. HEAD ANCHORAGE: MASONRY: 3/8" DIA. HILTI SLEEVE ANCHOR STEEL LINTEL: TACK WELD OR 0.205" DIA. PAF @ 16" 0.C. EXTERIOR: 1/411 DIA. TEK SCREWS @ 161' O.C. MTL. STUDS: 1/4" DIA. TEK SCREWS @ 16" O.G. 3 -5/8" X 20 GA. METAL STUDS AT 16" O.C. (USE 611 X 20 GA. METAL STUDS IF BARRICADE 15 TALLER THAN 171 -011) WITH 5/8" TYPE 'X' GYP. BD. (MALL SIDE) TAPED, SPACKLED AND SANDED SMOOTH. LEASE LINE G.G. TO PROVIDE AND INSTALL PROTECTIVE MATERIAL BETWEEN BOTTOM OF BARRICADE AND MALL FLOOR TO PREVENT DAMAGE DURING CONSTRUCTION SILL ANCHORAGE: 0.205" DIA. PAF @ 1611 O.C. 41 -0" I, BARRICADE SECTION (INTERIOR) RRICADE NOTES (EXTERIOR) N.T.S. 1. TENANT G.C. SHALL COORDINATE BARRICADE REQUIREMENTS, LOCATION AND INSTALLATION OF CONSTRUCTION BARRICADE WITH MALL OPERATIONS PRIOR TO COMMENCEMENT OF WORK. 2. G.C. TO CONSULT WITH MALL REPRESENTATIVE FOR HOURS IN WHICH WORK ON BARRICADE CAN OCCUR. 3. G.C. SHALL CONSTRUCT A TEMPORARY BARRICADES) AS INDICATED. INSTALL VISQUEEN BACK TO MALL BULKHEAD TO CREATE DUST -PROOF CONDITION. BARRICADES ARE TO BE ADEQUATELY SECURED AND BRACED TO MALL BULKHEAD FRAMING FOR LATERAL STABILITY AND MUST BE STRUCTURALLY SOUND. 4. PAINT PER DETAILS. REFER TO SHEET GI.3 FOR FINISH SCHEDULE. 6. BARRICADE 15 TO BE 100% COMPLETE AND READY FOR GRAPHICS TO BE INSTALLED NOT MORE THAN TWO DAYS AFTER CONSTRUCTION START. G.C. TO CONTACT OWNERS REPRESENTATIVE UPON COMPLETION TO COORDINATE GRAPHICS INSTALLATION. 6. G.G. 15 RESPONSIBLE FOR MAINTAINING BARRICADE DURING CONSTRUCTION. 7. REMOVE BARRICADE WHEN 100% OF STOREFRONT IS COMPLETE ON THE EVENING BEFORE G.C.IS PUNCHLIST IS COMPLETED, PRIOR TO OWNER VERIFICATION, AND AFTER LANDLORD APPROVAL 15 RECEIVED. CARE 15 TO BE TAKEN NI-IEN DISASSEMBLING AND REMOVING BARRICADE. ON INTERIOR SIDE (STORE SIDE), PAPER WINDOWS WITH WHITE CONSTRUCTION PAPER OVER GLAZING ONLY. TRIM 1/211 OFF EDGES AND TAPE CONTINUOUSLY AROUND PERIMETER WITH WHITE TAPE. G.C. 15 TO RESTORE NEUTRAL PIER(S), MALL FLOORING AND BULKHEAD TO A 'LIKE NEW' CONDITION AND FINISH. REFER TO DETAIL L /Al.1 21-0" DEMISING NALL AS SCHEDULED NA X 1 POP OUT LEASE LINE NEN ENTRY LOCATION BARRICADE DOORS TO BE CENTERED ON NEN ENTRY DOOR LOCATION 141 -4 3/411± V-0" 131 -2 3/811± 331 -7 1/81" / BARRICADE NOTES (INTERIOR) BARRICADE PLAN DEMISING WALL AS SCHEDULED G.C. TO COORDINATE THIS SIDE OF BARRICADE WITH LANDLORD AND ADJACENT TENANT G.G. TO PROTECT EXISTING MALL FLOORING TO PREVENT DAMAGE DURING CONSTRUCTION REVIE CODE COMPLIANCE D FOR APPROVED V D JAN 16 2013 City of Tukwila BUILDING DIVISION RECEWED CITY OF TUKWILA NOV 19,2012 PERMIT CENTER b im7-7 fomiz INTIMATES STORE NO: 5381 PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 DESIGN TYPE: LINEN & LACE REVISIONS: REQUIRED BY: DATE INDICATES NO REVISION TO THIS SHEET DRAWN BY: ALW CHECKED BY: LMM /KMM rr. r .; REGISTERED -7 ARCHITECT GERALD J. SHRENISHOCK STATE OF WASHINGTON DRAWING TITLE: BARRICADE PLAN AND DETAILS DATE ISSUED: 11/07/2012 PROJECT NO: 120421 DRAWING NO: A1.1 PLOTTED: 11/8/2012 8:5q AM INDICATES WALL TYPE - AI1.1 REFER TO DETAIL F /A11.2 FOR STUD SIZE MATRIX INDICATES WALL TYPE DESCRIPTION # DESCRIPTION OWNER: EXISTING DEMISING NALL TO REMAIN: G.C. TO PATCH AND REPAIR AS REQUIRED TO MAINTAIN EXISTING FIRE RATING (1 -1-IR) . - G.G. TO REPLACE AREAS OF EXISTING GYP. BD. WITH NEW 5/8" TYPE 'X' GYP. BD. IF EXPOSED IN FINISH PROJECT (SALES FLOOR ONLY) - G.C. TO FIRE SAFE ALL VOIDS, FIRE TAPE AND CAULK AS REQUIRED. NOTE: IF DEMISING WALLS STOP SHORT OF DECK ABOVE G.C. TO INSTALL WELDED WIRE MESH FROM INSIDE TENANT DEMISING WALL TO DECK ABOVE. G.C. TO ENSURE WELDED WIRE MESH IS .SECURELY ATTACHED SALES AREA PARTITION: G.C. TO INSTALL 3 -5/8" (U.N.O.) METAL STUDS AT 16" O.C. - INSTALL 5/8" GYP. BD. TO 6" ABOVE GYP. BD. CEILING ON ONE OR BOTH SIDES AS NECESSARY - PROVIDE F.R.T. BLOCKING AS REQUIRED LEASE LINE 2 STOREFRONT SYSTEM C� NON -SALES PARTITION: G.C. TO INSTALL 3 -5/8" METAL STUDS AT 16" O.C. TO DECK ABOVE - INSTALL 5/8" GYP. BD. TO 12' -0" A.F.F. ON ALL A11.1 EXPOSED TENANT SIDES SIM. N AI1.1 \A11.,J SIM. A11.1 FULL HEIGHT PARTITION: G.C. TO INSTALL 3 -5/8" METAL STUDS AT 16" O.C. TO DECK ABOVE - INSTALL 5/8" GYP. BD. TO 6" ABOVE GYP. BD. CEILING ON BOTH SIDES A11.1 1 HR. RATED WALL: L.L. TO INSTALL 3 -5/8" METAL STUDS AT 16" O.C. TO DECK ABOVE WITH 5/8" TYPE 'X' GYP. BD. BOTH SIDES FULL HEIGHT TO DECK ABOVE TO CREATE 1 HR. FIRE RATED ASSEMBLY - FIRE SAFE, FIRE TAPE AND CAULK AS REQUIRED A11.1 1111111111111111 A11.1 A11.1 LAV PARTITION: G.G. TO INSTALL 3 -5/8" METAL STUDS AT 16" O.C. TO DECK ABOVE - INSTALL 5/8" GYP BOARD TO 12' -0" A.F.F. ON NON -SALES SIDE AND TO 12' -0" A.F.F. ON TOILET ROOM SIDE LAV PARTITION: G.G. TO INSTALL 3 -5/8" METAL STUDS AT 16" O.C. TO UNDERSIDE OF PLATFORM ABOVE - INSTALL 5/8" GYP BOARD BOTH SIDES AI1.1 FURRING PARTITION: 1 5/8" X 20 GA. METAL STUDS AT 16" O.C. TO DECK ABOVE. G.C. TO INSTALL 5/8" GYP. BD. ON EXPOSED SIDE TO 6" ABOVE CEILING. ANCHOR STUDS TO DEMISING WALL AT MIDHEIGHT, (FOR LATERAL BRACING) TOP AND BOTTOM. 1 HR. RATED WALL: G.C. TO INSTALL 3 -5/8" METAL STUDS AT 16" O.C. TO DECK ABOVE WITH 5/8" TYPE 'X' GYP. BD. BOTH SIDES FULL HEIGHT TO DECK ABOVE TO CREATE 1 HR. FIRE RATED ASSEMBLY - FIRE SAFE, FIRE TAPE AND CAULK AS REQUIRED (N) DEMISING WALL: L.L. TO INSTALL 6" METAL STUDS AT 16" O.C. TO DECK ABOVE. G.C. TO INSTALL 5/8" TYPE 'X' GYP. BD. TENANT SIDE ONLY FULL HEIGHT TO DECK ABOVE TO CREATE 1 HR. FIRE RATED ASSEMBLY - FIRE SAFE, FIRE TAPE AND CAULK AS REQUIRED 3 5/8" X 18 GA. SHEARWALL W/ 15/32" STRUCTURAL 1 SHEATHING ON ONE SIDE W/ #8 SCREW AT 6" C/C AT PERIMETER * 12" C/C IN THE FIELD. FASTEN BOTTOM TRACK TO CONCRETE SLAB W/ .177 "P PAF AT 16" C/C (TYP. ). 6 7 8 10 11 12 13 14 G.G. TO PRESERVE AND PROTECT LANDLORD AND ADJACENT TENANT CONSTRUCTION, REPAIR AS NEEDED, AND FINISH TO 'LIKE NEW' CONDITIONS PER MALL FINISHES EXISTING MALL COLUMN TO REMAIN. G.G. TO PROTECT DURING CONSTRUCTION +1: MAINTAIN RATING CONCRETE MUST BE LEVEL AND GLEAN OF ANY FOREIGN MATERIALS PRIOR TO INSTALLING NEW FINISHED FLOORING. G.G. TO PERFORM MOISTURE BARRIER TEST BEFORE INSTALLING ANY FLOORING - REFER TO SPECIFICATIONS FOR MOISTURE TEST PROCEDURES PORTABLE FIRE EXTINGUISHER. G.C. TO PROVIDE SOLID F.R.T. WOOD BLOCKING. G.C. TO COORDINATE FINAL LOCATION WITH LOCAL FIRE OFFICIAL BEFORE INSTALLATION H.C. ACCESSIBLE 2- REGISTER CASHWRAP. • REFER TO SHEET C /A9.4 BACKWRAP. REFER TO SHEET A/A 1.4 25 ALIGN WALLS 2" x 2" x 4' -0" METAL CORNER GUARDS MOUNTED AT TOP OF BASE - NON SALES AREA 16 GA. 26 GALVANIZED, FASTEN WITH RIVETS @ 12" O.C. VERTICALLY, CAULK ALL EXPOSED EDGES. REFER TO G /A14.1 27 DOOR BUZZER - REFER TO ELECTRICAL DRAWINGS - MOUNT AT 42" A.F.F. 28 BLADE SIGN - REFER TO STOREFRONT SHEETS chico's 11215 METRO PARKWAY FT. MYERS, FL. 33966 21 ARMOIRE UNIT TO BE MECHANICALLY FASTENED TO NALL- ELECTRICAL EQUIPMENT AND TELEPHONE BOARD - REFER TO ELECTRICAL DRAWINGS 3' -0" CLEAR FLOOR SPACE IN FRONT OF ELECTRICAL PANELS PLAN TUBE. REFER TO DETAIL C/A14.1 WALL MOUNTED MIRROR. SUPPLIED BY OWNER AND INSTALLED BY G.G., REFER TO INTERIOR ELEVATIONS FOR SIZE AND LOCATION. REFER TO A7.1, A10.1 AI0.2 ARCHITECT / ENGINEER: CURTAIN TIE BACK WITH IN -WALL BLOCKING. REFER TO INTERIOR ELEVATIONS * STOREFRONT SHEETS 32 MANAGER'S DESK * SHELVING CCTV. REFER TO ELECTRICAL DRAWINGS PLUMBING FIXTURES - REFER TO MECHANICAL SHEETS I l CfAL. tartADG r Li CAIJL�G AT 1IQ, CINr. At' GO BACK BAR - G.C. TO PROVIDE IN -WALL F.R.T. BLOCKING PER J /A10.1 34 NALL HUNG /STANDARD SHELVING - REFER TO SHEET A14.2 35 F.R. SEATING, HANG BARS, NOOKS * GRAPHIC PANEL PROVIDED BY OWNER, INSTALLED BY G.G. 36 FITTING ROOM DRAWER UNIT TO BE MECHANICALLY FASTENED TO WALL REFER TO S /Ac1.3 37 G.C. TO PROVIDE F.R.T. BLOCKING FOR HALL GRAPHICS - REFER TO J/A 1.3 38 INSTALL ADDRESS AND SPACE NUMBER ON THE BACK OF SERVICE DOOR ,TALL :OUPU? o.TTCHUATI P1 IP1 .UL,,T1 N IPI T ILCT ROOM f'�,RTITIOPI:. 17 PLATFORM ABOVE TOILET ROOM. SEE DETAILS M /A11.1 LIGHT GAUGE HEADER FOR PLATFORM STRUCTURAL SUPPORT. G.G. TO USE 6" 16 GA. TRACK (600T162 -54) AND 3 -5/8" 16 GA. STUDS (3625162 -54). REFER TO DETAIL M/A11.1 +I: A/A11.2 SIM. 5/8" WATER- RESISTANT GYPSUM BOARD FROM TOP OF FINISH FLOOR TO 48" A.F.F. (WHERE APPLICABLE, APPLY DIRECTLY OVER DEMISING WALL GYPSUM BOARD) 20 WALL MOUNTED "HANGER TIGHT ", G.C. TO PROVIDE F.R.T. BLOCKING PLUMBING PARTITION: G.C. TO INSTALL 6" METAL STUDS AT 16" O.C. TO PLATFORM ABOVE - INSTALL 5/8" GYP. BD. TO GYP. BD. CEILING ON TOILET ROOM SIDE AND CONTINUE TO 12' -0" A.F.F. ABOVE PLATFORM 21 BOTTLED WATER DISPENSER SALES DRAWER BASES ARE FREESTANDING. NOT MECHANICALLY FASTENED TO EACH OTHER OR THE HALL- 40 INSTALL WALL PANEL SYSTEM - G.G. TO PROVIDE F.R.T. BLOCKING PER DETAILS - A/A 1.1 41 INSTALL 10' -0" ZINC SURFACE MOUNTED STANDARDS 18" O.C. AND PROVIDE BLOCKING 42 SIDE WALL ACCESS PANEL FOR SIGN INSTALL 22 REFRIGERATOR AND MICROWAVE - REFER TO ELECTRICAL DRAWINGS 23 BULLETIN BOARD * POSTERS - COORDINATE WITH STORE MANAGER PARTITION LEGEND CONSTRUCTION PLAN CODED NOTES (# ) SHREMSHOCK E 0 0 0 O E 0 c www.shremshock.com NOTE: G.C. TO FIELD VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF WORK. ALL FIXTURES IN SALES AREA ARE PROVIDED BY FIXTURE CONTRACTOR AND INSTALLED BY G.C. - COORDINATE FINAL FLOOR FIXTURE LAYOUT WITH P.M. DEMISING WALLS ARE NOT STRUCTURAL: G.C. TO PROVIDE ALL ADDITIONAL IN -WALL BLOCKING OR SUPPORT AS REQUIRED. DIMENSION NOTE: ALL WALL DIMENSIONS ARE TO THE FACE OF FINISH GYP. BD. OR THE FACE OF BLOCKING REQUIRED FOR FIXTURE INSTALLATION. U.N.O. co 0 M c O ac to N N st Ln i Q cig O -• a rn . E c t c 0 r 0 (n m THE ARCHITECT ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE SHOWN ON THE SEAL THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. ADJACENT TENANT N.I.C. 72' -6" LL TO LL Joma INTIMATES 241-0" 1/8" 2' -0 1/4" 61-6 1/4" 8' - 13/8 "± 40' -2 1/2" �6" 4' -5 5/8" yl FITTIN ROOMS 5' -1 1/2" EQ. EQ /- 4' -1 1/2' A13.1 ilobiTerr lemmos =NNE all MIN ^ iiiiii�i ii�i iiii� riiiii iiioo� iii i ii�i� ��i�^ioii�iiii �_iii iioioo� �ii� i Miiii i�i ► �iii�i�i�i�i 111 , I 44 el 174 KI7 41 8' -0" 5' -1 1/2" , 8' -0" EQ. 12" 4 STANDARDS AT 12" EQ. 4' -1 1/2' \ 12" 4 STANDARDS AT 12" 2' -0" O.C. 2' -0" O.C. 5'- 6" /- 4' -1 STORE NO: 5381 PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 DESIGN TYPE: LINEN & LACE LAVATORY A14.2 REVISIONS: REQUIRED BY: DATE ADJACENT TENANT N.I.C. NON -SALES A14.2 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 21313 A14.2 SALES] • INDICATES NO REVISION TO THIS SHEET v IFRI ( 35 ) DRAWN BY: LEM CHECKED BY: LMM .i: F1t:`.:J ,iCH IECI 1 A14.2 MATCH MIN. \ L GERALD C. SI I EMSHGCK STATE OF WASHINGTON FITTING RM LOUNGE MATCH MIN. ALCOVE 48" MIN. 4 STANDARDS AT SERVICE CORRIDOR N.I.C. 2 -0 O.C. 21-0 1/4" 4' -1 1/2" 4 STANDARDS AT 4 STANDARDS AT EQ. EQ. 2 -0 D.C. EQ. 5' -1 1 /2" 8' -0" 2 -0 O.C. 8' -0" 5' -5 1/2" DRAWING TITLE: CONSTRUCTION PLAN 7' -cI 3/8 "t 11' -4 7/8" 401-2 1/2" 72' -6" OVERALL LEASE LINE DATE ISSUED: 11/07/2012 RECEIVED CITY OF TUKWILA NOV 19.2012 PERMIT CENTER CONSTRUCTION PLAN PROJECT NO: 120421 NORTH DRAWING NO: 1/41 = 1' -0' A2.1 1 SYMBOL DESCRIPTION JUNO TRACK HEAD - WHITE EX-3 UNIVERSAL WALL MOUNTED EXIT SIGN WITH BATTERY BACKUP (J BOX APPLICATION) DESCRIPTION JUNO ONE CIRCUIT SURFACE TRACK SYSTEM W /EXTRUDED ALUMINUM CHANNEL OA COMPACT FLUORESCENT DOWNLIGIT SPIDER HANGING TRACK SYSTEM - REFER TO DETAIL G /A8.3 FOR BLKG METI -10D - G.C. TO CUT IN FIELD AS REQUIRED E1-4 Al" 1" LICATI ti) 2 G.G. TO INSTALL OUTLET EQUALLY BETWEEN SPIDER TRACK. (CENTERED ON TRACK) OA EM /NL COMPACT FLUORESCENT EMERGENCY DOWNLIGHT PD -1 CEILING MOUNTED SHADE CLUSTER FIXTURE RECESSED CEILING MOUNTED SOUND SPEAKERS 3 HOLD END OF TRACK AND SPIDER TRACK 4" OFF FROM FACE OF WALL 4 LINE OF MALL BULKHEAD WI -FI - LOCATION IS TO BE CENTERED ON AND ALIGNED WITH LIGHTS 5 CENTERLINE OF ENTRY DOORS, EXIT SIGN, AND SHOPPER TRACKER, LIGHTING, CHANDELIERS, CASHWRAP /BACKWRAP CE33 rANE SC -1 CUSTOM WALL SCONCE MOUNTED REFER TO A8.1 FOR TO CENTER OF J -BOX SHOPPER TRAK - EXACT LOCATION IN CEILING TO BE DETERMINED BY VENDOR 7 RESTROOM LIGHT FIXTURE 8 PLATFORM LIGHT FIXTURE SC -2 CUSTOM WALL SCONCE WITH BLACK SHADE REFER TO ELEVATIONS FOR MOUNTING HEIGHT AND TO CENTER OF J -BOX OD SECURITY DOME. CEILING MOUNTED / HANGING HUN Er IXTURE ICX -2 EM /NL FLUORESCENT STRIP - CI 12 CHAIN I IUHG / CL -2 CEILING MOUNTED CL -1 EM 1'x41 SURFACE MOUNTED FLUORESCENT WITH PRISMATIC LENS FOR BATHROOM WITH EMERGENCY BATTERY PACK tr I-1 GURrAGE M Ut1TLD EXTERI R EMERGENCY EGRE:!' LIGHT 14/10 MIN. ATTLRY r ACI< X SPIDER TRACK GRAPHIC HANGING SYSTEM AT STOREFRONT 10 CEILING START TILE 11 G.G. TO OVERLAP FLUORESCENT LIGHTS A MINIMUM OF 6" TO AVOID SCALLOP AT DISPLAY WALL RETURN / SUPPLY GRILLE TO ALIGN WITH LIGHTS - REFER TO MECHANICAL DRAWINGS 12 FITTING ROOM TRANSITION CURTAIN TRACK POCKET W/ BLOCKING REFER DETAIL A/A i.3 -AL RTAItd Tt`AGI< H /DL CICIt 14 STOREFRONT CURTAIN TRACK POCKET - REFER TO DETAIL F /A8.4 EXHAUST FAN - REFER TO ENGINEERS DRAWINGS 15 CROWN MOLDING (T -1) IN FITTING ROOMS * LOUNGE Ida EX-1 ECEJLED EDFE LIT 3I6N H/10 MIN. DATTERY 1-AG1< G EX -2 CEILING MOUNTED EXIT SIGN WITH BATTERY BACKUP- EDGE LIT LIGHTING FIXTURE SCHEDULE 16 G.C. TO PROVIDE BLOCKING AND INSTALL JUNCTION BOX * PLATE FOR PENDANT FIXTURE - SEE P /Aq.1 17 LOCATE CENTER OF EXIT LIGHT ON CENTERLINE OF DOORWAY Ai REF. CLG. / LGHT. PLAN CODED NOTES 1. ENTIRE SALES / NON -SALES FLOOR AREA TO BE FULLY SPRINKLERED IN COMPLIANCE WITH ALL CODE REQUIREMENTS - REFER TO M.E.P. DRAWINGS 2. G.C. MUST MAINTAIN ACCESS TO LANDLORD'S I -IVAC, ELECTRICAL, AND PLUMBING SYSTEMS, INCLUDING CLEANOUTS, VALVES, DAMPERS, "J" BOXES, SMOKE DETECTORS, ETC. G.G. TO SUPPLY AND INSTALL ACCESS PANELS FLUSH WITH ADJACENT FINISHES AS REQUIRED TO PERMIT SERVICING TO ALL EQUIPMENT LOCATED ABOVE THE CEILING. IF G.C. IS DIRECTED BY THE LANDLORD AND /OR INSPECTOR TO PROVIDE ACCESS PANELS AT LOCATIONS THAT ARE NOT SPECIFIED ON THE PLANS THE G.C. MUST CONTACT CONSTRUCTION MANAGER PRIOR TO THE COMMENCEMENT OF ANY WORK. ANY WORK DONE PRIOR TO CONTACTING THE CONSTRUCTION MANAGER IS THE SOLE RESPONSIBILITY OF THE G.C. AND ALL COST RELATED TO RELOCATING THESE ITEMS A SECOND TIME, AFTER CONSTRUCTION MANAGER DISCUSSES OPTIONS WITH APPROPRIATE PARTIES, WILL BE BACK CHARGED TO THE G.G. 3. ALL CEILING HEIGHTS ARE FROM TOP OF FINISH FLOOR TO UNDERSIDE OF FINISH CEILING - TYP. U.N.O. 4. ALL CONCEALED SPACES ABOVE CEILING MUST BE FIRESTOPPED OR DIVIDED WITH NON - COMBUSTIBLE MATERIALS INTO AREAS NOT EXCEEDING 5,000 SQ. FT. AND NO DIMENSION GREATER THAN 100 FT 5. DO NOT PAINT SPEAKER COVERS, LIGHT COVES OR TRIM PIECES 6. ALL LIGHT TRIM IS TO BE STRAIGHT THROUGHOUT THE STORE, RUNNING PARALLEL TO ONE ANOTHER 7. ALL LAMPS IN RECESSED CANS TO BE TURNED THE SAME DIRECTION OWNER: cliico's 11215 METRO PARKWAY FT. MYERS, FL. 33966 c #) GENERAL NOTES D 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot- candle at the walking surface. 1006.3 illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings..for exit discharge doorways... 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.4 Performance of system. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot - candle and a minimum at any point of 0.1 foot - candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ration of 40 to 1 shall not be exceeded. FITTING RM'S TYP. OF 4 anilEM CLG -1 P -1C ADJACENT TENANT N.I.G. 1 1 LAVATORY 1 8' -0" AFF: CLG -1 'ADJACENT TENANTI 1 N.I.C. P -1G NON - - • LE - marainza N u v N 0 wj EQ. 4' -0" w EQ. �■ , , , N 0 .. A w 18" , EQ. T k EQ. i C f ..}J P -3B ,1811y r{ 7 ) r� /'1( 8 ) • _emu w NON - - • LE - marainza N u v N 0 wj EQ. 4' -0" EQ. EQ. EQ.w , , , N 0 U w A OA EM /NL HCFR T -I C 15 ) i_( P -3B J 0 t 81 -8 1N AFF 1 ND. TRIM P -3B 0 fl 41-0" 1 25'-;11 REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION W 15 EQ. y EQ.w' i FR !,CI me P -3B N 0 ...c--( 15 ) EQ. EQ.w 0 FR ■ '1 T -1 �c tn P -3B N 0 I I I P -1C SC -2 ' -0' EQ. EQ 51-0 VVVVV CLG -1 3 SC -1 IP 0 ' -0' SALES Min Lirtla MIll CLG -1 P -2A 7/8 AFF LG -1 P -2A P -3B iFO CLG -1 P -IC 01 -0" AFF CLG -1 SC -1 1' -3" AFF CLG -I P -2A ALCOVE 8I -0" AFF CLG -1 P -1C 0 N EX A EM /NL EQ. w EQ. A 4 EM /NL.. w Apr r i iiii i ii ii 47 i i i i i e i i i ii ii ii i iii i i is i i i i iiii 10 1 FITTING RM.LOUNGE 101 -0" AFF CLG -1 P -1C AFF 1/8' AFF WD. TRIM _ P-35 12" P -2A v 25 0 WD. TRIM P -2B -3" A CLG -I P -2A SERVICE CORRIDOR N.I.C. (p7 P -IC -c MALL CONCOURSE N.I.G. CLG -1 P -2A 81- 8 :� P -2A Ina ALM ND. TRIM P -3B 1 -6' A CLG -1 P -IC REVIEWED FOR CODE PP COMPLIANCE ROVED JAN 16 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWMLA NORTH NOV 1 9:2012 PERMIT CENTER ARCHITECT / ENGINEER: SHREMSHOCK 0 c cri 0 a) L 0 0 O E Cl) L CO www.shremshock.com LIB L() L() Ln Ln 1 m 9- THE ARCHITECT ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE SHOWN ON THE SEAL. THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. Joiiza INTIMATER STORE NO: 5381 PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TU KWI LA, WA 98188 DESIGN TYPE: LINEN & LACE REVISIONS: REQUIRED BY: DATE • INDICATES NO REVISION TO THIS SHEET DRAWN BY: LEM CHECKED BY:LMM /KMM n 9 r. f'EG STERED A' C 1TEDT -f.^.! J' r MfEMSH OCK 1 STATE i;t WASHINGTON DRAWING TITLE: REFLECTED CEILING /LIGHTING PLAN DATE ISSUED: 11 /07/2012 PROJECT NO: 120421 REFLECTED CEILING / LIGHTING PLAN 1/4" = 1' -0" DRAWING NO: A3.1 t--{ 15 ) EQ: EQ w FR � N 1 T -I P -3B �► I I I P -1C SC -2 ' -0' EQ. EQ 51-0 VVVVV CLG -1 3 SC -1 IP 0 ' -0' SALES Min Lirtla MIll CLG -1 P -2A 7/8 AFF LG -1 P -2A P -3B iFO CLG -1 P -IC 01 -0" AFF CLG -1 SC -1 1' -3" AFF CLG -I P -2A ALCOVE 8I -0" AFF CLG -1 P -1C 0 N EX A EM /NL EQ. w EQ. A 4 EM /NL.. w Apr r i iiii i ii ii 47 i i i i i e i i i ii ii ii i iii i i is i i i i iiii 10 1 FITTING RM.LOUNGE 101 -0" AFF CLG -1 P -1C AFF 1/8' AFF WD. TRIM _ P-35 12" P -2A v 25 0 WD. TRIM P -2B -3" A CLG -I P -2A SERVICE CORRIDOR N.I.C. (p7 P -IC -c MALL CONCOURSE N.I.G. CLG -1 P -2A 81- 8 :� P -2A Ina ALM ND. TRIM P -3B 1 -6' A CLG -1 P -IC REVIEWED FOR CODE PP COMPLIANCE ROVED JAN 16 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWMLA NORTH NOV 1 9:2012 PERMIT CENTER ARCHITECT / ENGINEER: SHREMSHOCK 0 c cri 0 a) L 0 0 O E Cl) L CO www.shremshock.com LIB L() L() Ln Ln 1 m 9- THE ARCHITECT ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE SHOWN ON THE SEAL. THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. Joiiza INTIMATER STORE NO: 5381 PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TU KWI LA, WA 98188 DESIGN TYPE: LINEN & LACE REVISIONS: REQUIRED BY: DATE • INDICATES NO REVISION TO THIS SHEET DRAWN BY: LEM CHECKED BY:LMM /KMM n 9 r. f'EG STERED A' C 1TEDT -f.^.! J' r MfEMSH OCK 1 STATE i;t WASHINGTON DRAWING TITLE: REFLECTED CEILING /LIGHTING PLAN DATE ISSUED: 11 /07/2012 PROJECT NO: 120421 REFLECTED CEILING / LIGHTING PLAN 1/4" = 1' -0" DRAWING NO: A3.1 NOT USED I. NO SUBSTITUTIONS WILL BE PERMITTED WITHOUT PRIOR WRITTEN CONSENT FROM OWNER. 2. G.C. TO PROVIDE MOISTURE BARRIER TEST RESULTS ON THE SLAB AFTER THE SPACE HAS BEEN ACCLIMATED TO TEMPERATURE FOR A MINIMUM OF ONE WEEK. TEST AT 6 LOCATIONS ON TI-4E SLAB USING CALCIUM CHLORIDE METHOD. EXACT TESTING LOCATIONS SHOULD BE NOTED ON THIS SHEET WITH THE CORRESPONDING RESULTS AND SENT TO CHICO'S PROJECT MANAGER FOR REVIEW. PENDING THE RESULTS THE G.G. MAY HAVE TO SEAL CONCRETE AS DIRECTED. 3. ALL FIXTURES IN SALES AREA ARE PROVIDED BY OWNER AND INSTALLED BY G.G. - COORDINATE FINAL FLOOR FIXTURE LAYOUT WITH P.M. 4. REFER TO SHEET GI.3 FOR FINISH SCHEDULE. FINISH PLAN GENERAL NOTES DESCRIPTION HATCH AREA INDICATES AREA FOR G.G. TO INSTALL MALL FLOORING - FROM SF -3B /STOREFRONT TO LEASE LINE. Iq G.G. TO CUT DOWN FC -15 TO FIT (4) EQUAL ROWS OF PLANKS - RANDOM STAGGER PATTERN; START PLANK IS HATCHED PRE - FINISHED CASHWRAP 20 G.C. TO CUT DOWN FC -113 TO FIT (2) EQUAL ROWS OF PLANKS - RANDOM STAGGER PATTERN; START PLANK IS HATCHED 3 4 5 PRE - FINISHED BACKWRAP G.G. TO CONTINUE FLOORING BENEATH CASHWRAP AND BACKWRAP ANTI - FATIGUE MAT DASHED LINE INDICATES WAINSCOTING (FRP -1) TO 50" A.F.F. 7 G.C. TO PROVIDE AND INSTALL WATERPROOF MEMBRANE (DAL SEAL OR APPROVED EQUAL PER LANDLORD REQUIERMENTS) UNDER FLOOR AND 6" UP WALLS ADA THRESHOLD G.G. TO FINISH EXIT ALCOVE AREA TO MATCH (E) MALL FINISHES - COORDINATE WITH LANDLORD 12 13 G.G. TO PROVIDE DOUBLE SIDED TAPE ON OWNER PROVIDED RUGS (4 CORNERS) SALES FLOOR AREA RUG BY OWNER INSTALLED BY G.C. 14 7" X 48" G.C. TO CUT FC -113 (ONE PLANK) TO FIT IN THRESHOLD OF DOORWAY. BOTH SIDES TO ALIGN WITH OUTSIDE EDGE OF CASING. 15 16 3 "X 31i -TAN ARD LENErTH TWO EQUAL 61IDTI■1 i'LAN IECE CHALL ALIEr14 FLOAT FLOOR 1/8" PER FOOT AT FITTING ROOM RrCT CEA LTERHATE TILE FINK CQUIRCMENT R THREC• L UILDIPIG DET'ARTMENT FINISH PLAN CODED NOTES H REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2013 OWNER: chiccrs 11215 METRO PARKWAY FT. MYERS, FL. 33966 City of Tukwila BUILDING DIVISION FITTING ROOMS' (TYP. OF 4) B WC -1 ADJACENT TENANT N.I.C. B- 1 /P -2B FC -6 dr • iii ∎iwa' a'aafl iiiii t t S i�t t i�iwiiiii�i�i�S M iiiwaJw JSMw~ �iii�iiiiii1.∎ %,— oiiiiii�iiiii i iiiii�i�iiiMriiiiiii�iMiii�iiiiiWoiii�i� ii�iii�iii�iiiii %iiiii�iii�iiiiic , / I'.. //I WM I I I P-35 ARCHITECT / ENGINEER: SHREMSHOCK • E E m o 0 U U �C 1 Q . .0 0 0 E o -= N) 0) s c vi 1, ro a) co 0 M 2 0 al O I) N N L U • 'a Y U LC) O -0 u, c �t E III ED. ^ 0 r V/ f: 614 545 4555 THE ARCHITECT ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE SHOWN ON THE SEAL. THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. foma INTI1[ATBS STORE NO: 5381 PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TU KWI LA, WA 98188 LAVATORY B F FRP- I /P -1A B -2 FC -14 DESIGN TYPE: LINEN & LACE REVISIONS: REQUIRED BY: DATE ADJACENT TENANT N.I.G. • INDICATES NO REVISION TO THIS SHEET DRAWN BY: LEM CHECKED BY: LMM /KMM Al2.1 AI2.1 a N 8 s J u z .t- p•F, ED „ I:Oi -I. i EC I • .J JI7'v JIB WASHINGTON OF :;Ir•U� .alli ?rGiGN 1 V 411161■11111.----Mil. HALLWAY P -IA B 8 -2 F FC -14 FITTING RM W LOUNGE' P- 2A/WC -I 8 B- 1/P -28 FC -1A SERVICE CORRIDOR N.I.C. Q i� -3(Q7 DRAWING TITLE: FINISH PLAN RECEIVED . CITY OF TUKINILA Nnv 19:2012 PERMIT CENTER FINISH PLAN DATE ISSUED: 11/07/2012 PROJECT NO: 120421 NORTH 1/4" = 1' -0" DRAWING NO: A5.1 PLOTTED: 11/8/2012 9:00 AM DESCRIPTION DESCRIPTION DESCRIPTION DESCRIPTION OWNER: T -STAND 24" X 76" SKINNY OVAL ENTRY TABLE DEMILUNE chico's 6x10 RUG 11215 METRO PARKWAY FT. MYERS, FL. 33966 30" PANTY FIXTURE PERSONAL CARE CART DRAWER UNIT ARCHITECT / ENGINEER: CHAIR MANNEQU INS ETAGERE 46" PANTY FIXTURE HIGH CAPACITY FIXTURE ADA BENCH SHELF ARMOIRE STRAIGHT RACK 5c1" ROUND TABLE FR BENCH FR DRAWER UNIT SMALL BENCH ACC. FIXT. CASHWRAP ACCESSORY FIXTURE (PROVIDED BY OTHER) NOT USED FIXTURE LEGEND ADJACENT TENANT N.I.C. • 0 0 • 0 0 • 0 0 • 0 SHREMSHOCK U E O O 0 sY Q o s to o E O a) N 0) .c .0 ui a a> c! www.shremshock.com THE ARCHITECT ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE SHOWN ON THE SEAL. THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. Joma INTIMATES STORE NO: 5381 PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 25' -C1" • 0 0 • 0 0 • DESIGN TYPE: LINEN & LACE REVISIONS: A EM /NL REQUIRED BY: DATE • INDICATES NO REVISION TO THIS SHEET `Ci ft ft ft ft DRAWN BY: ALW CHECKED BY: LMM ct `iE CIS I FRED ARCHITECT M /NL. OA EM /NL GERALD S. SHREM.RSHCC'C STATE OF Wi,SH)NGTON AO EM /NL 4' CL -2 EM /NL A EM /NL SERVICE CORRIDOR N.I.C. DRAWING TITLE: FIXTURE / PRESENTATION PLAN DATE ISSUED: 11/07/2012 PROJECT NO: RECEIVED CITY OF TUKWILA NOV 1 y.2012 PERMIT CENTER 120421 NORTH DRAWING NO: A6.1 FIXTURE / PRESENTATION PLAN P P OWNER: c 11215 FT. METRO MYERS, � I c O PARKWAY FL. 33966 A7.1 P A7.1 1 P -1C 1 I T -4 _ 1 -A P -2A -I TYP. 1 T -4 WALL I T -4 1 1 P -IC 1 T -I TYP. CEILING P -25 TYP. P-25 P 2B WA L lo' -o A.F.F.,h P -2B TYP. P -2g TYP. A7.1 TYPGEILING P -2B lo' - o" A.F.F. 1, 1 Y ! > B.o. LOUNGE CEILING 8I-11 1/8 A.F.F. 5' B.O. LOUNGE CEILNGY q' -0" A.F.F. `– / T.O. TRIM 7' -0" A.F.F. - T.O. OPENING TRIM 8 11 1/8 A.F.F. / S' OPE �/ ` �OPE� OPE�If C . y . Q. 11 18 18 Q. 1 \ / \ �u Aral! I�r� I 11 \ / \ /' T.O. TRIM 5' 3' 6" 5" T.O. NONSALES DOOR o' -o'� 0,_0" REVIEWED FOR CODE COMPLIANCE APPROVE JAN 1 6 2013 City of Tukwila BUILDING DIVISION \ . v �� c \ \ \ \ / U / // / / /' / / / / �� ��; " �y J 1 I1 3/8" OPEN TO SALES AREA C // \\ c:. /' \ \ p A —. \ / / / — 1--J A \ \ ' —_ A \. I �� ALIGN– TYP. FINISHED FLOOR PREFINISHED DOOR PRIMED CASING 4 A, F1INISHED FLOOR ( 1 B -1 I 3-1 Gera 13081 D 13-1 c 1 T -4 1 –I B -1 P -2B D P -1 P -25 l.1 P -25 P -213 TYP. P -213 TYP. 1 -4 1 C. MIRROR T P-213 TYP. A11.1 A7.1 TYP. HARDWARE FURNISHED BY OWNER (TYP.) ALL T-4 TRIM AND DOOR CASING ALL T -4 1 TRIM AND DOOR. CASING IN FITTING ROOMS AND FITTING ROOM LOUNGE TO BE SPRAY PAINT ROOM LOG ROOMS AND FITTING ROOM LOUNGE TO BE SPRAY PAINT FINISHED BY G.G. P -2B 1 FINISHED BY G.C. P -23 1 ELEVATION INTERIOR E 1/4" = 1' -0" M INTERIOR ELEVATION 1/4" =1' -011 D - _ P 10' -0" A.F.F. • 111 -0" A.F.F.4 F F. EQ. y EQ. A7.1 1 P -1C SIM. T -1 CEILING TYP' P -213 1 T -4 1 YY 1 1 WC -1 SURFACE P -2A T -2 1 T -4 1 1P -2A WALL T -4 1 P -2A P -25 P -2B P-35 MOUNTED LETTER P -3B P -25 WALL TYP. f ! ////yyyy \c)on ALIGN � : c� r B O SALES CEILING q' -0" A.F.F. B.O. LOUNGE CEILNG� � 8' -I1 1/8" A.F.F. j � � / 6" �EQ. 5u / EQ. 5" OPE�If T.O. TRIM PREFINISHED DOOR PRIMED CASING HARDWARE FURNISHED BY OWNER (TYP.) 0'-0" 6 MIN. � B.O. BAGKWRAP SOFFIT 8' -8 1 /8" A.F.F. / i \ / volAtiLiG/NEQ. \ / \ / OPEN TO �� - 0 TO - / X (j " B.O. 6 OOD21SOAF FIFA REFER \ \ �� / . OF SCONCE JUNCTION BOX \ \ \ \ R.C.P. o -0" /y Jo %�� (�L(/ iNTIMATBS FITTING ROOM LOUNGE / / \ / / \ \ / \ N CURTAIN TIE BACK PANEL SYSTEM A Aq.1 0'-0° T m i P - 2 5 ! WALL 4 FINISH AS SCHEDULED FITTING Roots LOUNGE MOLDING - WALL DISPLAY TO YDETAIL STORE NO 5381 p FINISHED FLOOR I PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TU KWI LA, WA 98188 I i 1 ^ FINISHED FLOOR T -4 B -1 P -213 ALL IN ROOM FINISHED T -4 All.1 T-4 1TRIM AND DOOR CASING g_i B_1 PREFINISHED I 1 WITH WALL B -1 1 B _I _ P-25 TYP. P -2B NALL SCONCE BEYOND WHERE SHOWN ON PLAN /ELEV. FITTING ROOMS AND FITTING LOUNGE TO BE SPRAY PAINT P -35 P -313 CASHWRAP APPLIED COVERING P -35 D P -35 A11.1 TYp BY G.C. P -2 1 INTERIOR ELEVATION 1/4" = 1' -0" L INTERIOR ELEVATION 1/4' = 1' -0" C DESIGN TYPE: LINEN & LACE _ PREFINISHED DOOR PRIMED CASING HARDWARE FURNISHED BY OWNER (TYP.) P 15' -6" A.F.F. ARMOIRE FIXED WALL PANEL TO WALL (TYP.DISPLAY SYSTEM - REFER TO D TAIL P REVISIONS: T.O. STOREFRONT 12' -6" A A7. 1 REQUIRED BY: DATE i O / I FITTING ROOM LOUNGE MOLDING SIM. TYP. I P -1C 1 CEILING T -4 I T -4 P -1C 1 P -2A T -1 P-213 FITTING LOUNGE ROOM MOLDING P-25 CEILING NALL TYP: P -2B 10' -0" A.F.F. P -1C P -2A �.F.F. B.O. DISPLAY CEILING T.O. STOREFRONT SYSTEM 8' -8 I/8" A_F.F. CEILING ! 5" 4 B.O. LOUNGE CEILING 8' -11 1/8" A.F.F. EQ. �/ 5 EQ. �/ EQ /// T.O. TRIM 5 5 B.O. WOOD SOFFIT ° *INDICATES NO REVISION TO THIS SHEET CURTAIN TIE BACK T-4 T-4 __ – II P -2 p_25 TYP. 0' -0 "s P -2A DRAWN BY KLT CHECKED BY: LMM /KMM I =�l1 1 T -3B y ° , ° ° , ° ° I ° Ir ° 1 B-1 P -35 e° ° 1 I° ° I o I° P-213 FINISHED FLOOR I ° ° ° ° ° 1 ° I ° 1 ° B -1 1 D ��'-�" I — 1 II { I i aipaS 1 � REGISTERED " „� ARCHITECT GERALD S.�SHREMpS7HO"CCK ",__ i . ^ P -2B FINISHED FLOOR 8-1 P -3B B -I D P-313 FLOOR TYP. AII.I ALL TRIM AND DOOR CASING IN FITTING ROOMS AND FITTING 5-1 / B_1 FIN ISI -IED P_313 DRAWER UNIT P -36 FREESTANDING R0011 T -4 ICE TO BE SPRAY PAINT Al A11.1 TYP. i FINISHED BY G.C. P-213 WALL PANEL SECTION 1/4 -1 -0 P INTERIOR ELEVATION 1/4 -1 -0 K INTERIOR ELEVATION 1/4 -1 -0 _ _ _ B ARMOIRE FIXED TO NALL (TYP.) - REFER TO (TYP.) WALL PANEL DISPLAY SYSTEM - REFER TO DETAIL 15' -6” A.F.F. T.O. STOREFRONT 12' -6" A.F.F. S ART TILE T 1 P-1C SF -I CEILING A /Aq.1 P -2A T -2 P -2A T -2 P -35 4 EQUAL TILES P-35 11' -0" A.F.F. I P -IC 1 P -1G CEILING P -2A DETAIL P /Aq:2 B.O. DISPLAY CEILING T.O. STOREFRONT SYSTEM 81-8 1/8" A.F.F. CEILING B.O. SALES CEILING 101-0" A.F.F. DRAWING TITLE: INTERIOR ELEVATIONS J\ \ / v \ \\\ \ \ \ \ \\ / \ \\\ T.O. ENTRY DOOR 8'-8 I/8" A.F.F. / �r �� /� / L / � � / -/ , -/ / �� B.O. WOOD SOFFIT 1 1° 2A _ B.O. WOOD SOFFIT 51-3' P -2A > CURTAIN TIE BACK � \ \\ \\ �\ // / I � i / � � / // CURTAIN TIE BACK I T 3A DATE ISSUED: 11 /07/2012 _ P -35 \ \ \\ \ ° I ° ° I ° I I �1 t IT 1 T PROJECT NO: 120421 - - I ° ° ° ° ° ° ° ° RECEIVED A 0 0 CITY OF T��K '_ "� I \ A 0 0 I I 1 I I—I 0'-0" � ° ° ° I ° I ° I ° � D –ENTRY DOORS FINISHED FLOOR p �— 1 \-1-1 1 (� IE FINISHED FLOOR B -1 SF -3A 5-1 - - AS SCHEDULED B -1 SF -3A B -I v q - I B -1 1 B-1 DRAWER UNIT B -1 g_I NOV 1 Y'20 DRAWING NO � P -3B BASE BEYOND P -35 O ,g O P -3B BASE BEYOND P -3B P -35 D P -35 FREESTANDING P_38 P_3B TYP. Al1.I PERMIT CENTER TYP. to:I) I )mape•P 30 ip i 1 INTERIOR ELEVATION 1/4" = 1' -011 J INTERIOR ELEVATION v4" = 1' -0" ■ _ _ 11/8/2012 01:00 AM PLOTTED: 11/8/2012 9:00 AM 'SOMA' 'S' - OWNER: K:_, J SIGNAGE: 18" NIGH X 1/2" THICK LETTERS * 'INTIMATES' SIGNAGE: 1 3/4" HIGH X 1/2" THICK HALO -LIT LETTERS, VERIFY EXACT A * Ch / I S A8.2 PLACEMENT IN FIELD, PROVIDED INSTALLED BY TENANT'S SIGN VENDOR, TENANT'S G.G. TO A8.2 COORDINATE AND ENSURE ADEQUATE BLOCKING. 11215 METRO PARKWAY FT. MYERS, FL. 33966 1 START TILE EQ. EQ. FULL FACE TILE TO BE VISIBLE. EDGE OF ' ARCHITECT / ENGINEER: �I a°i E E U i L RETURN TILE TO BE (E) MALL LIGHT COVE SUNKEN TO REMAIN 15' -6" A.F.F. START TILE SF -1 -LIGHT SCONCE LIGHT SCONCE TYP. ♦ ♦ 1/2" CLEAR TEMPERED GLASS WITH FROSTED WHITE CRYSTAL FILM (TYP.) PROVIDED AND INSTALLED VI TENANT'S / .. ': .......... : .... .............. ............................... .................. • .. T.D. STOREFRONT 3/4" BLACK METAL Q U U .°c r rn U U ii E E 0 N t UDC o s 4- SF-313 I t• START TILE ............... ............................... SF -3B j / +/ TYP. CUT t0 FIT 13' -11 1/2" A.F.F. 4 -E UA_ T1LES T.D. PORTAL TILE 12' -6" A.F.F. ♦ C3 (6,_01.4") ° ,� , A / T.O. STOREFRONT SYSTEM " 2 I II I/ '� �.� i t / 1/2 CLEAR TEMPERED GLASS WITH FROSTED WHITE CRYSTAL FILM +I: WHITE BLACK OUT FILM (TYP.) PROVIDID AND INSTALLED BY TENANTS SIGN VENDOR 10' -0" A.F.F. / SIGN VENDOR 4 AND ;i?R4E OF YP: Cr.; o co T.D. DOORS T.O. BLADE SIGN T.O. TRANSOM MULLION ADEQUATE BLOCKING. CU = c 0 r, p ��������������T�� T�T���TT i , , , «. « X111 �, 4 / 1 / \ / \ / \ r, D ��- ∎���r��T�- r- �����TT�T , ., . , . ,, , -T- -.��r .,, , « «,Lf r, ` �� 'V / Na.- V v J Ei ' „r, � ," " V �� / / . , -, : ,�T.�.T��.�_.!'`.T_a�, �irf ,��� V) Q i ',�° 1 0 m L c c 03 Lo AREAS MEETING THE STATED DESIGN CRITERIA. , : EQ. EQ. EQ. EQ. ♦ ♦ \ \ I ♦ / \ / \ \ � ♦ ♦ > 1/2" CLEAR TEMPERED GLASS (TYP.) LEASE LINE 1/2 CLEAR S GLAS LEASE LINE o X !' (TYP) ,v�^ '- `\ ,\ �l \\ L % 1 / / O I U- \ \ _ _ / / / // / , .� ��. MANUFACTURER, TYP. W Z V �2TIB SF / \ / \ / / / \ / -2 j [ SF -2 SF-2 I TYP. STORE N0.5381 SF -3A TYP. 0' -6" A.F.F. 1 T.D. STOREFRONT BASE. FINISH FLOOR „ . ,,, . i �VTa�a�VV Gr ,Nip y �, 0 �raTa PROJECT WESTFIELD SOUTHCENTER MALL / n . ..... • • • • • SF -3A .... .. ...... ISF -3A ........ . ............... TYP. _ 9 Q _ > . n N O I � OF DOORS, STOREFRONT ' p I/4 BUTT I A8.1 TYp. SIGNAGE, AND TILE ENTRY DOORS AS SCHEDULED z JOINT, TYP. STOREFRONT SIGNAGE DRAWINGS TO BE SUBMITTED UNDER SEPARATE COVER 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 STOREFRONT ELEVATION 1/2' - 1' -0" R STOREFRONT ELEVATION 172' = 1' -0" C DESIGN TYPE: LINEN & LACE _ - EQUAL y REVISIONS: EQUAL ♦ „o,„40„ ,,,»» REVIEWED FOR • CODE COMPLIANCE APPROVED JAN 16 2013 . Clay Of Tukwila BUILDING DIVISION REQUIRED BY: DATE ♦ N BUILT UP BOX BEAM (2) 10" X 20 GA. STUDS W/ 3 5/8" X 18 GA. TRACK TOP AND INDICATES NO REVISION TO THIS SHEET BOTTOM - REFER TO SECTION LINE OF SOFFIT ABOVE ENTRY DOORS AS SCHEDULED DOORS SHOWN DASHED GI LINE OF SOFFIT ABOVE -LINE �. -LINE OF RECESSED CURTAIN POCKET E OF RECESSED A8.3 v - ` r -LINE BULKHEAD OF MALL ABOVE IN CLOSED POSITION (FOR REFERENCE ONLY) —� CURTAIN POCKET G2 DRAWN BY: LEM CHECKED BY: LMM �i A8.3 - r - -- ., 1 A p� A8.3 A8.3 A8.3 6 i 1�1 5D . m � \ da11 \.Y9 t{ u L GERALD I s SIIREMSHOCK i.sli\ COFW�,O, INC11ON / �� - - - -� I = \ \\ j!j r� _ \ �:-,\\�\� SOFFIT SOFFIT 1 I 11/Liall - I ∎I _ 7.�eieeeeeeeeeeeeeeeeeeeeeeee4 e... eeeeeeeeeeeeee - - — — . ,a... - ..1I\ = If s ►�._I ikt:► .I . - } - -- - - -, 1- r I I I -' L i hn.�l�.�.�������.�.�L!!�� w4. 0 rr1 �q� ❖eieD•iei�•� I i - - 11.4.� .l -A -mil — �- T 7 I I L — +- 1\ DEMISING WALL \ �qj \ �e� __ `�� - - DEMISING WALL I tJ' ?''9eDDw ►�eeeeeeeeeeeeeeee.e ■ i4..�............ a ►eeeeee.eeeeeee.e.� ► <eeeeeeeeeeeeeeee•e ►�I R e0 J I\Di ► \\\sr \ _ J I m ` \ \ \ \ \ �q� =. Lei �;� ► . ;4 ee p ►ei� = -�- - I — Deg ° *: �Oi ■ ■. ;� ;ei .+r _ ` \ \ \ \ \ \ i0 O4' �q� ee i 4, ee ,e; tt ►q1 iii lei AS SCHEDULED _ - — -= - F — 13- I 1 - - - m z Q A8.4 - o I ^ tt A8.4 z �, Q SHEAR WALL -REFER TO SPECIFIC DETAILS (TYP.) A8.1 I FF—i LEASE LINE \ \ ; NOT USED I �JiJ ��� ee ∎,e ►e1 I I = m PORCELAIN TILE 1/2 CLEAR TEMPERED GLASS 1 `� �+ .- e �e�eeeeeeeeeeeeeeeeeeeeeeeeeev e ee ee / I '-0,44 ►e 1 A 4 L�ee` LEASE L I N E \ -I- a•�•�•�•�•�•�•�o�►e ►eeeeeeeeeeeee�a,�,. — I — ,,:,,,aseeeeeeeeeeeee,,,� . Ir ,,, eeeeeeeeeeeeeee 1 ►.. .: G BUILT UP BOX BEAM 2 10 X 20 GA. STUDS W/ 3 5/8 "(X)18 �GA. TRACK TOP AND BOTTOM- REFER ♦ TO SECTION I _ �--I- - l \ Lo ♦ - - 18' t I ♦ 1 -11 1/2" J LINE AND I 11-11 1/2" — �I ♦ 18 � L ii I I 11 � SF -2 �.._ EQ. EQ. _,PLEASE TILE ABOVE COINCIDE �_ �� (PR) 3 m DOORS EQ. EQ.. ♦�2�� DRAWING TITLE: STOREFRONT PLAN, DETAIL AND ELEVATION I ' r( A 4" WIDE REVERSE APPLIQUE ON INSIDE OF LASS, PROVIDED AND INSTALLED BY SIGN MANUFACTURER TYP. . Ellii � 18" ��I (3' -6 3/8 "t 3' -6 3/8 "t 2�♦ = ) \1/4» MAX. ) J HOLD 1/8�� I/8 �� HOLD I, I II 3 -7 1/2 t 3 -7, 1/2 t ( ) �1/4" ) 2"/ 18" MAX. 7' -4 7 /8 "t ♦ 3' -5 11/12-11,1 /2" 3' -0 I /e" 3' -0 1/8" , 3' -5 1/2" 7' -7 1 /8 "t ♦ ♦ LAYOUT LAYOUT STOREFRONT SYSTEM `9 ‹ `" = in ` AS SPECIFIED SILL DATE ISSUED: 11/07 s POINT POINT 30 -11 1/4 ' TILE Mlk i ll 0' -O° ♦ b EIVE C RECD . CITi� 01= TUKWILA A PROJECT NO: 120421 FINISH FLOOR 1 /8" GROUT TYP. A8.1 NOV 1 9101 PORCELAIN TILE SF -3A I PERMIT' CENTER DRAWING NO: A8• 1 (CUT IN FIELD) WINDOW SILL DETAIL 1 1/2" = 11 -0" N STOREFRONT PLAN 1/2" = 1' -0" A - 11/8/2012 9:00 AM 1/8/2012 9:00 AM OWNER: chico's 11215 METRO PARKWAY FT. MYERS, FL. 33966 (E) MALL BULKHEAD, PROTECT DURING (E) MALL BULKHEAD, PROTECT DURING CONSTRUCTION 'X' CONSTRUCTION 'X' , - - - -- / \ I. 5/8" TYPE GYP. BD. OVER 3/4" F.R.T. PLYWOOD OVER 3 5/8" X 18 GA. METAL STUDS AT 161" O.C. - PAINT TO MATCH ADJACENT FINISH. 15' -6" A.F.F. i - - - - -� / 5/8" TYPE GYP. BD. OVER 3/4" F.R.T. PLYWOOD OVER 3 5/8" X 18 GA. METAL STUDS AT 16" O.C. - PAINT TO MATCH ADJACENT FINISH. 15' -611 A.F.F. - - - - - - - - - - T.O. STOREFRONT - - - - - - - - - - T.O. STOREFRONT +.r �... .�... t. //////// +. +.. � • / - I = G.G. TO PROVIDE AND INSTALL " ' ' 5/8 .TYPE X GYP. BD. TO BACK SIDE OF MALL BULKHEAD (IF NOT EXISTING) / AO G.G. TO PROVIDE AND I 'X' ; / , „ 5/8" TYPE GYP. BD. OVER 3/4" F.R.T. PLYWOOD A OVER 3 5/8" X 18 GA. INSTALL 5/8" TYPE 'X' GYP. SD. TO BACK SIDE OF MALL BULKHEAD (IF \ \ A8,4 METAL STUDS AT 16" O.C. - SIFT. PAINT TO MATCH ADJACENT FINISH. Gera 1.3081 ::: L , • STUDS AT 16" GTTYP. NOT EXISTING,) PORTION OF (E) BULKHEAD TO BE REMOVED (SHOWN DASHED) II 131-11 1/2 A.F.F. PORTION OF (E) BULKHEAD TO BE REMOVED (SHOWN DASHED) .�.; ...... � ' 1 T.O. TILE + + / + + + + THINSET PORCELAIN TILE ���� ; I + + + + + �' / / SF -2 OVER 1/2" CEMENT ++ + + ` \\ +-1- N N + + ' + + -1- +J 1 '+ + -F__/ + / / ++ + + —1 u ++ ( + + :': / + + I ,� + BOARD OVER 5/8" TYPE 'X' 11 GYP. BD. ON 3 5/8 X 18 METAL STUDS ° ° T 0 -� • / a ' al -°�-� WL— < BUILT UP BOX BEAM G -2 >I GA I ` ' ' A8.3 SECURE FRAMING TO STRUCTURE ABOVE (NOT TO DECK) — -1 / I • I + + + N+ s > ' + + + + .,: • ; ': .. 1--. 's ':`: '':' .: • ' >: (2) 10" X 20 GA. STUDS W/ 3 5/8" X 18 GA. TRACK TOP AND BOTTOM t •.': '' \ 1 BUILT UP BOX BEAM (2) 1011 X 20 GA STUDS WITH (2) 3 5/8" X 18 GA TRACK TOP AND BOTTOM I II 3 5/8 XIS GA. METAL 16" w ++ + + / + +/ +. +-F I 0 L I -a STUDS AT O.G. 3 5/8" X 18 GA. METAL STUDS AT I6" O.C. TO STRUCTURE ABOVE 1 + + + -I .. • •. 12' -6" A.F.F. SIGNAGE - REFER TO • < B.O. DISPLAY CEILING T.O. DISPLAY WINDOW lid l I 3 5/8" X 18 GA. METAL STUDS AT 16" O.G. (TYP.) N + +�\ + + N + + N \ + +N N + + + + + + + + MI .. .. LINE OF WALL - - - -� / \ / I I - - - \ I 1 +N -F_ \+ ,':`'' + + + + > e I BEYOND 11' -0" A.F.F. -D" A.F.F. 3 5/8" X 18 GA METAL STUDS AT 48" O.C. + + + + + + + + Jo �'z/ INTIMATES i �► 11' -0" A.F.F. +B.O. .. ; \ ° \ • + \ + �\ + + \ _,_\ \\ }, + \ \+ ' \ ` 5Ut � 1'11' 13.0. SALES CEILING GYP. BD. CEILING .: SALES CEILING SUSPENDED GYP. BD. CEILING �.. REVIEWED FOR OMPLIAN CE CODE COMPLIANCE APPROVED JAS 113 City of Tukwila BUILDING DIVISION '' B.O. SPIDER DER TRACK 4 LIGHT FIXTURE STORE NO 5381 PAINT P I / THINSET PORCELAIN TILE PAINT I P -IC TILE THINSET PORCELAIN TILE / / I I 1 \ C / SF -1 OVER 1/211 CEMENT -1G TRANSOM MULLION AS 11 3 5/8 X 18 GA STUD AT 16" 0.C. I SPECIFIED 1 - 10 0 A F F.. BOARD OVER 5/8" TYPE 'X' GYP. BD. ON 3 5/8" X 20 I GA METAL STUDS C 1 A8.4 I_ �� PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TU KWI LA, WA 98188 + :4 + + 1 1 I 1 + + 1 I 1 SF-1 OVER 1LA #10 SCREW (TYP.) + + + BOARD ON 3 5/8" X 18 GA METAL STUDS AT 16 O.C. (TYP.) #10 SCREW TYP. i' i I < r...s •,...... -: ;:..•;:: a �... _ .. ..•.•:. / 1 \ \ � '�� ��„ � 3 x� �� �„� T.O. DISPLAY WINDOW - - 1 / — - - B.O. ENTRY CEILING / 'X' 1 1 T.0. BLADE SIGN ' �� } � ��x� �5� � n � �� � � � ; a� y A Y 5h 'k,� �kg, WOOD TRIM AND CASING T -2 + + + + '. DESIGN TYPE: LINEN & LACE PAINT P-3B slrl.i oPP. n 3 5/8 X 18 GA MTL. STUD AT 16 O.C. WALL WITH 5/8 GYP. BD �B� 9' -3" A.F.F. �;fx -•� �•r; :... ��f .�� � � � '��' �� r '��� {yam , � �h �T = a A8.4 I �e.o. GYP. BD. - J `•• • / ..� REVISIONS: EQ. EQ. REQUIRED BY. DATE I �� 4,81-8 7/8 A.F.F. / a c s � � f #��� �' � � � � k e f 5/8" TYPE GYP. BD. PAINT P -IC B.O. ROUGH OPENING I 8' -8 1/8" A.F.F. v BOTTOM SIDE ONLY B P -1C Y13.0. TRIM CURTAIN _,2-745° 6 3/8" 3' -0" / I 5 1/2" RECESSED CAN 2 7/8" TRACK 11 3/411 (I -TOLD) 4' -11 5 /8" 1' -11 3/8" 31 -6 1/4" TENANT BLADE SIGN BEYOND BY TENANT SIGN VENDOR 51 -5 5/8" WOOD TRIM AND CASING T I -35 PAINT P -35 > ( . INDICATES NO REVISION TO THIS SHEET I P -2A I CURTAIN TIE -BACK WITH IN -WALL F.R.T. BLOCKING �► , LEASE LINE I DRAWN BY: LEM CHECKED BY:LMM /KMM — — 1 < LEASE LINE PORCELAIN TILE mm F,n [�- 1 } 6 t °�•-7 A; I U'- L R GERALD S StHREIVISHOCK gIA1'1: OF V'lAai•ii■n'! Olil 4 BEYOND (BEYOND) SF -1 3' -6" A.F.F. 1/2" CLEAR TEMPERED Q DOOR HARDWARE AS -3" A.F.F. GLASS - - "1 1 /4 I VI FA 4 e f-A IF I REC:EiVED I CITY OF TUKWiL..A NOV 19.2012 - \ 1_1_1 ........---- I �5' CURTAIN TIE -BACK - - - J A8.4 < ENTRY DOOR SCHEDULED )( i PERMIT CENTER DRAWING TITLE: STOREFRONT SECTIONS EQUAL EQUAL NOTE: OF PORTAL NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE THE METAL DECK ABOVE. EVERYTHING MUST BE ATTACHED TO THE TOP CHORD OF JOIST OR STRUCTURAL STEEL. I I C NOTHING IS PERMITTED TO G P R TTED T BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE THE METAL DECK ABOVE. EVERYTHING MUST BE ATTACHED TO THE TOP CHORD OF JOIST OR STRUCTURAL STEEL. 5-1 BASE BEYOND P -313 (CUT TILE) (CUT TILE) A8.3 / / D 0' -0" A.F.F 0' -6A.F.F� INO: , I �° J o ( / / / �0 a .. 0' -0" A.F.F. DRAWING NO: A8 .2 1 FC -IA t I I �\ /) SF -313 1 FIN. FLOOR ,(E) MALL FLOORING \ \ .. NEW TENANT FLOORING / MATCH FIN. FLOOR (E) MALL FLOORING REFER TO A5.1 1FLOORIN - - - - STOREFRONT SECTION THROUGH ENTRY 1 1/2" = 1' -0" STOREFRONT SECTION THROUGH DISPLAY WINDOW 1 1/2" /2 1-0 " = ' " A - _ 1/8/2012 9:00 AM OWNER: ChICO IS 11215 METRO PARKWAY FT. MYERS, FL. 33966 3 5/8" X 20 GA METAL #10 SCREW (TYP.) STUDS ATTACI -IED TO STRUCTURE ABOVE- NOT C DECK D ID 3 5/8" X 20 GA METAL K A8.4 A8..4 STUDS ATTACHED TO OPP. OPP. STRUCTURE ABOVE- ,E lis -UCTION A8.4 NOT TO DECK AN XISTING CON _ REPAIRS, P L1KE NEW CONDI •N AS REQUIRED. ..d. . #10 SCREWS 'X' t 1 I I / ..:� l -� (TYP,) ---� I - -u��.� 1 + + 1.- -1 �- # P 1 + ±ski 11'4 <7 ., �- .O. 5 u �— . 1/2 L5AUCL ANODIZEDKMETALI REVEAL - PER MALL STANDARDS ::.: "... •.,,:., .. .. -. •. ,�.;:• „..:.., ...; Yom..... .. IMI'.. .... 6” EQ. EQ. L•�•�1 �-�- I $ K Q E EQ. Q E EQ. :. + + R�VIE IED FOR COMPLIANCE CODE COMP APPROVED t 4 JAN 1 G �o l3 City Of Tukwila BUILDING ®IOIISIC) �, `�� �/ �� F.R.T. BLOCKING AS REQUIRED r ( I 6 II ' 12" A8.4 OPP. TRADCK SYSTEM Il 1 " / ` _ r I __I_. �y' 1 . �d I I / I I . Id 0 .r LEASE LINE ;,4 TI- (INSET PORCELAIN TILE SF -I I ;�� 0 ■r I TYPE GYP. u P -1C BD. PAINT 2" CEMENT = KERBOARD -. B.O. DISPLAY CEILING 60 i I ��� B.D. DISPLAY CEILING Gera 13081 LP I ( I. - :i- - - : + : + + 5/8" BD. A l I 1 3 5/8" X 20 METAL STUD FRAMING AT 16 •.C. + • -. • '' +\ ; -}- > • f: :.' .• ` + ' + JV :_ <..:••..,:>•. :... REFER TO SECTION • •. $ \ •: \+ ;� 'X' GYP ` _ / ` � / CONVENIENCE OUTLET- REFER TO SHEET A3.1 * ELEC. DRAWINGS 3'-0" A. • + "' l REFER TO SECTION 3 5/8" X 20 GA METAL STUDS AT 16" O.G. 1 5/8" X 20 GA METAL STUDS ATTACHED TO STRUCTURE ABOVE - 3 5/8" X 20 GA METAL STUDS AT 16" O.C. OREFRONT HEAD DETAIL 3" = 1' -0" , ■ TYPE 'X' GYP. 15/8" X METAL STUDS ATTACHED TO STRUCTURE ABOVE - NOT TO DECK .— LINE OF BEYOND - BD. PAINT P -2A TYPE BD. PAINT P -2A 1 - 6 3/8" G.C. TO SUPPLY AND INSTALL EXTRUDED END CAP TO MATCH STOREFRONT SYSTEM AS REQUIRED TRACK NOT TO DECK "' �► / ' \ 1 / / \ / \ / / / \� / / / 1 1 \ 1 \ / INTERIOR MALL CONCOURSE + + ? + .'• + + + + + + l -' 1 I LINE OF FINISHED GYP. BD. 5F -1 , PORCELAIN TILE BEYOND SF -2 I 1 B.O. SOFFIT - - .: I , .�-. r: :. • •� ::::. ; :• ... e . BEYOND STOREFRONT SYSTEM AS SPECIFIED ',� • i'� -��' 11 „ I' . PORCELAIN SF-3A TILE SILL W I TN FACTORY I I EDGE 0' -6" F.gb 1 B.D. SOFFIT REFER TO SECTION ( F • �:U.' LEASE LINE AND LINE OF TILE BEYOND ^•. ',•" /'. '�� PORCELAIN TILE - - -� SF-1 ( �� - - - I REFER TO SECTION F Minn'!''•_.- - • -! -�� T.O. STOREFRONT BASET J - SILL SF -3A WITH FACTORY EDGE THIN SET PORCELAIN •; ,. .�- ♦ ■ •: 14S ►'. I, �� ' ►� <►• ►• ►� ► #10 SCREW AT STUD - iIL CJO7 INTIMATES % / / EACH (TYP.) • . A8.4 '0'8'4 OPP THINSET PORCELAIN TILE SF -3A OVER 1/2 BACKERBOARD CURTAIN \� / TILE 5F -3A OVER 1/2CEMENT OVER 5/8" TYPE 'X' GYP. BD. oi-o"till SIDE WALL STORE NO: 5381 ACCESS PANEL 6" WOOD BASE FINISH FLOOR. PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL MALL SPACE NO.: 116 TUKWILA, WA 98188 CURTAIN TRACK 4 1/2" 4 1/2" 0 BEYOND B 3 5/8 X 20 GA STUDS AT 16 O.C. WITH 3 5/8" X 20 GA TRACK TOP AND BOTTOM -1 1 P -35 '/4 1/4" 5 1/2" 5 1/2" '/4 1/4" 1 5/8 1 5/8 (2) ENE POWDER ACTUATED FASTENER WITH 1" EMBEDMENT AT EACH STUD 6 3/8" 6 3/8" SOFFIT DETAILS .I _ �_ 11/2.1 ° �� G STOREFRONT BASE �� _ _ 3 - 1 ' 0 �� c DESIGN TYPE: LINEN & LACE DEMISING HALL AS LINE OF BASE (TYP.) 5/8" TYPE 'X' GYP. S. dLIIII WALL BASE 1/2" CEMENT BACKERBOARD 5/8" TYPE 'X' GYP. BD. REVISIONS: REQUIRED BY: DATE B -1 P PAINT -1A LINE OF BASE (TYP:) P -3B TOINSET PORCELAIN THINSET PORCELAIN TILE SF-1 � SCHEDULED POST Pi- (2) 3 5/8" X 18 GA. STUDS W/ 3 5/8" X 18" GA. STUD 00/ DEMISING WALL POST P1- 3 5/8" X 5-1 BELOW 8-1 BELOW 3/4" F.R.T. PLYWOOD BLOCKING TILE SF -3A SIMPSON S /HDU4 HOLD 3/4" F.R.T. PLYWOOD BLOCKING OVER 1/2 CEMENT BACKBOARD - - -•-- ... = - - -• =--- :::::: :.:.......... ::::::._- .::::. - -:::::::.-- - -_. \ _ m i = v . 1 ` In \ :1- ■ m - - . II u I, PROVIDE DOWN @ EA. END OF WALL W/ 1/2 "� THREADED ROD IN SIMPSON 3 5/8" X 18 GA. SHEARWALL W/ 15/32" STRUCTURAL 1 SHEATHING ON ONE SIDE W/ #8 SCREW AT 6" C/C AT PERIMETER 112" C/C IN THE FIELD. FASTEN BOTTOM TRACK TO CONCRETE SLAB W/ .177 14 PAF AT 16" C/C (TYP.) r, 1 EACH SIDE. (TYP.) 1 5/8" X 20 GA ETSTUD AT L__ I y 4 r / / / / / / //. ,:.� -^ %//////.49 A % \ - - • , % v .. : ......:............ .. II !! 1 " :r i% " ,i ! , nn / '/ T1 I = �� -' A ; IO (2) 18 GA. STUDS W/ 3 u u 5/8 X 18 GA. STUD AT EACH SIDE. (TYP.) „ (TYP.) :: A + :' N 1/ !I i 0 m % I• / do _ 1/ i' i I 1 I ,.: ;, "INDICATES NO REVISION TO THIS SHEET • A j % %;,gip••: ' a o ■;: l� 1/ i ,�• ''e�1�`,/ I ''�'�P ' ♦ ► /' , ♦.' 3/4" BLACK METAL REVEAL PER MALL STANDARDS n 4 METAL STUD "".4 • x '�^ �� r =: :' - =^ .. 0 iI N 1/ A iG io .r %:1/ % ��������� DRAWN BY: LEM CHECKED BY: LMM I CURB CONSTRUCTION, SEE DETAIL G /A8.3 I/ '1 :..:_.:.::...:,.:,;•., 3 -5/8 X 20 GA METAL STUD DEMISING WALL AS SCHEDULED �'...• :.- ..;:..•..:...:•• :.. ....:.:.:.• ........•.....:_ 1 I: 1 1 `' I : I 1�,.•. 1 1 :.,; I ;z I I ' I' 1 i • 1 .:,, 1 1 I I I I ; 1 ..: 1 I 1 . i I i , i : I o 1 rr) - al �� LINE SOFFIT LINE RECESSED TRACK LINE — OF — OF ABOVE OF A M / / / /// 0 P �� .•�`,.•..: � ` �' INTERIOR CORNER • 11 = = III :': ;, �� � : '� :' •.i ,./ ; :, ;' `i 1 �•�♦,I / ''.► ♦ I '♦ ♦4 '' i ' ► ♦ i I ♦.,► '' ' ♦1��/ i , '►e 0 '' ♦�� 0 I , ' i ' ♦#� i / �.:� All + ♦/I ►e ♦,I � ♦/I ♦/' ► ♦ .. ' •1 ' ♦,' t.11 �.W e�i 5 '�, F- 3 1 '- , ; �1 f °ao "a1a9 � tl CAA / e � � " s"� �" , a,I,..:.,>�3 i ' ;,, •:. , {��jl p¢=W,��1711J1i11,9114 �,1 a +0 4 1CIC . LINE OF (BELOW STUD FRAMING) SOFFIT ABOVE 7 O _ '; is ._; '' : �}+ N -1 I.L. O L. 1 ASHED IN DO OORSHOWN HE CLOSED POSITION (FOR REFERENCE A LINE OF RECESSED TRACK ABOVE -1 LINE OF BASE BELOW B -1 I AT 16" O.C: 3 5/8" X 18 A. SHEARWALL N/ 15/32" STRUCTURAL 1 SHEATHING ON ONE SIDE W/ #8 SCREW AT 6" C/C AT m PERIMETER * 12" G/G IN THE FIELD. FASTEN B OTTOM TRACK TO CONCRETE SLAB Vd/ .177 "� LINE OF BASE BASE BELOW z J Q B -1 (BELOW z < o _I rn LINE OF TILE BASE BELOW 5 -3A B -1 �� 3 5/8 X 18 GA. SHEARWALL N/ 15/32° STRUCTURAL 1 SHEATHING SCREW AT " C/C SCRENE TD6 W/ #AT II PERIMETER * 1S C/C IN THE FIELD. FASTEN BOTTOM TRACK TO CONCRETE SLAB W/ .177 ") PAF 16 C/C (TYP.) E -3 z = p o� < 1 - 'in `' NLY) - 4 DUSTPROOF STRIKES ( ) INSTALLED AT BOTH OPEN AND CLOSED POSITIONS. REFER TO DETAIL A /Al2.1 FOR INSTALLATION INSTRUCTIONS. COORDINATE FINAL LOCATION WITH PM. HOLD OPEN TO BE 105° TYPICAL. G.C. TO VERIFY DOOR HANDLES DO NOT CONFLICT WITH ADJACENT STOREFRONT IN OPEN POSITION. Q `' LINE OF TILE E -3 0 0 � ' � , ' •�� ♦4,49► ► ♦' ♦,' ► / �:r _ s : PAF AT 16" C/C (TYP.) 5/8" TYPE 'X' GYP. BD. THINSET PORCELAIN LINE OF TILE BASE BELOW _ _ 1 V Q. m t� H p O ~ BASE BELOW 1/8 II JOINT ���� !...4 ♦ ♦ ��� ♦:� S' ���� �Vk ' !° ;... SF -3A A8.3 nP• OPP DRAWING TITLE: STOREFRONT DETAILS / '- SF -3A 0 / ' 400 o,•►♦/' � ' ►e • i 14141 tA. /I 1 A8.3 pTMpp A8.4 — — / A8.4 OPP. A8,4 — — — ` z_ — : 3/4" BLACK METAL REVEAL P ER MALL STANDARDS TILE SF -2 — 1/2" CEMENT OA BACKERS RD PROVIDE SIMPSON S /HDU4 ( ni II I , 4 a:, :: :., w: - 1_111,...... .. 1111. ` WI'___ I . 1 I� I _ � OD m : , 4 m . ' .�a�.�sa���i DATE ISSUED: /07201 2 .:: .. `p 1111. 1111 II III.1 — — �/ cA '� — — ROD IN SIMPSON SET EXPDXY -TIE ADHESIVE N/ 3" EMBED OR EQUAL. POST Pt- (2) 3 5/8" X 18 STUDS W/ 3 5/8" X 18" GA. STUD AT EACH SIDE. (TYP.) HOLD DOWN @ EA. END OF WALL W/ 1/2 "0 THREADED ROD IN SIMPSON SET EXPDXY -TIE ADHESIVE W/ 3 EMBED OR EQUAL. (TYP.) RECEIVED CITVOFTUIKWIL•A Nnv q +� PROJECT NO: 120421 THINSET i° i" - ; ....................• - ••••••••.•............. — PORCELAIN TILE _ - 5/8 �� GYP. THINSET PORCELAIN TYPE 'X' BD. — — LEASE LINE LEASE LINE 18 „ FACTORY EDGE OVER 1/2 CEMENT BACKERBOARD E -2 LEASE LINE AND LINE OF STOREFRONT TILE ABOVE GOING' DE 5/8" TYPE 'X' GYP. BD. 1/2" CEMENT BACKERBOARD (TYP.) 5/8" TYPE 'X' GYP. BD. THINSET PORCELAIN DRAWING NO: EXTERIOR OVER 5 /8" CORNER 'X' A8.3 TYP 18" TILE( SF TILE 5F -2 TYPE 2 I 18n I/2 CEMENT BAGKERBOARD g�o14 PERMIT CENTER GYPSUM BOARD 1/2 CEMENT 1/2" BACKERBOARD THINSET PORCELAIN TILE SF -1 1 1/2" = 11 =0" ILL STOREFRONT ENTRY 1 1/2" = 1' -0" " NEUTRAL PIER 1 1/2" = 1' -0" A NEUTRAL PIER _ _ E • OWNER: cI-iico's 11215 METRO PARKWAY FT. MYERS, FL. 33966 1 /2" 2 1 /2"/ _ /2 VERI FYVET IF +� CLEAR TEMPERED GLASS ® 5/8" GYP. BD. OVER 3 5/8" X 20 GA METAL V. '.:;:' F I • :. ::::'(• ;' ♦ ��� ►• ►� •�� '� • ''i j �� ►� ►i ►. ►i PLOTTED: 11/8/2012 9:0I AM G.C. TO PROVIDE 3/4" X 11 -1" G.G. TO PROVIDE 3/4" X q" FRT PLYWOOD BLOCKING (TYP.) OWNER: chico's 11215 METRO PARKWAY FT. MYER S FL. 33966 P FRT. PLYWOOD IN-NALL ALUMINUM END A N Aq.2 Aq 2 BLOCKING (TYP.) CAP (TYP.) WALL AS SCHEDULED A9.1 Aq.2 ALUMINUM STANDARD WITH CLIPS ALUMINUM END CAP 1 � - - - - -� - NALL AS SCHEDULED 3/4 -- =_— - -_— L: ... .. .. .... .. ... NO BASE BEHIND ARMOIRE (TYP.) i���������������Tiiiiioiisiiiiiiiiiiiiiiiiiiioiiiiiiiiiii oiiiiiiiiiiiiiiiiiiiiiiriiiiii///// iii siiiiiiiiiiiiioisiriiiiiiiiii #xm IP . ' f' '' 111 . / r � 12" � 2' -0" -- 1 po3/4" /ANCHORED / , F.R.T. PLYWOOD BLOCKING TO MIN. OF 3 STUDS CLIP, RIVETED TO ALUMINUM NALL STANDARD (SHIPPED LOOSE AT END TRIM) r - � 2' -0" - ---� PREFINISHED WALL DISPLAY SYSTEM 2' -0" 12" L _ J � � � . 1 I / 1 L 1 ', ROUTED GROOVE IN BACK SIDE OF WALL PANEL TO RECEIVE CLIP I III Gera 13081 . ALUMINUM WALL STANDARD // ATTACHED W/ (4) #8 FLATHEAD I FREESTANDING DRAWER BASE. ONLY WHERE SCREWS AT 24" O.G. VERT. WOOD BASE BELOW SHOWN ON CONSTRUCTION PLAN. DO NOT PREFINISHED WALL DISPLAY SYSTEM I p SALES FLOOR ARMOIRE MECHANICALLY FASTEN TO WALL OR EACH OTHER. VP WALL PANEL END CAP DETAIL 3' 1' -0" S WALL PANEL PLAN DETAIL 1 1/2"=1'-0" _ _ ALUMINUM BACK TO W/ @ E K REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2013 City of Tukwila BUILDING DIVISION A9.1 1 Aq.3 REF ` TO REF. .„:.. 7 - ILING PLAN •" X 48" GRAPHIC BY OWNER, G.C. I TO PROVIDE 3/4"x9" F.R.T. IN WALL PLYWOOD BLOCKING CURTAIN TIE BACK G.C. TO PROVIDE 3/4 xq F.R.T - IN WALL PLYWOOD BLOCKING - FREESTANDING DRAWER UNIT W/ WALL PANEL SYSTEM BEYOND co-c."4„_ � NALL AS SCHEDULED / 3/4 PLYWOOD BLOCKING 3/4" ! W/ (2) #12 X 2" LONG 0 SCREWS AT EACH STUD. / CLIP, RIVETED TO 0 WALL STANDARD (SHIPPED LOOSE AT END TRIM ' -II • 111, 1 , m s - .• 'ir��' -I I _ — — 111 T1 / G li . � ROUTED GROOVE IN SIDE OF WALL PANEL RCLIP I WALL /, STANDARD. ATTACHED (4) #8 FLATHEAD SCREWS 24" O.C. VERT. �� J���� 1NTI1fAT88 �� 1 ' s REFER TO REFLECTED CEILING PLAN STORE NO: 5381 _ .� O � REFLECTED CEI ING PLAN ': / PREFINISHED WALL / DISPLAY SYSTEM / I I 1 PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TU KWI LA, WA 98188 I I o/ 0 1 0 0 '� I II _ 1 DEMILUNE , 1514 FLOORY WALL PANEL DETAIL 1. = 1' -0" R MILUNE ELEVATION 3/8' 1' -0' DESIGN TYPE: LINEN 8c LACE _ _ MAX. ARMOIRE - G.G. TO PROVIDE X 9" FRT IN SEE CONSTRUCTION PLAN SEE CONSTRUCTION PLAN WALL FINISH AS SCHEDULED T.O. SHELF ALIGNS WITH T.O. PANEL F II INDEPENDENT UNISTRUT P1001 SPAN 12' -0" 3/4" / REVISIONS: . '-' . / REFER TO REF. I �. WALL * FIN H AS SCHEDULE Di UNISTRUT BEAM CLAMP P2867A OR`P2868A FOR DOUBLE CONNECTION TO SAME SUPPORT 12" 21_011 21_011 21_011 12"1 . WALL PLYWOOD BLOCKING / / / / REQUIRED BY: DATE II ii A / /j�j/ A CEILING PLAN PREFIN!SHED DISPLAY SYSTEM SEE SECTION ALUMINUM WALL STANDARD WITH CLIPS ALUMINUM END FIRE EXTINGUISHER G.C. TO PROVIDE 3/4 "x 9" F.R.T. IN WALL PLYWOOD BLOCKING -SEE PLAN WALL -P' A /A9.1 CAP - A 4 A9.1 11 ■■l.z.z.•• ��� i1 �I EXISTING STRUCTURAL JOIST N Q � `� * OR BEAM ti DOUBLE NUT W/ LOCK WASHER z A9.1 - `-4 r '- IIII III IIIA I III , " 7'- 1 A . i - `4 m �I. 1 I j t ,,, n ( 3/4 F.R.T. PLYWOOD BLOCKING (3) POINT CONNECTION W/ AIRCRAFT �— CABLE @ 3/32 "0 (MIN) SECURE TO BEAM OR JOISTS ABOVE W/ CADDY B.C. BEAM CLAMP 100# CAP) BY ( ) ERICO OR FLANGE CLAMP 4H58 TYP , OF PLYWD. $LOCKING G.C. TO PROVIDE 3/4" X 9" (TYP. PLYWOOD BLOCKING ) ' ) I s II' i 6' -10 19/32" A.F.F. _ — — - — _ -- = _ ° _ = — — - -- _ _ _ 1- -- I L— 0 I C OF PLYWD. BLOCKING /. _ = _ = — — — _ L :1 ill' I 3/S" JAM NUT AND WASHERS % PREFINISHED WALL DISPLAY SYSTEM Ail NI :: r I ' -BOX — — — — — — _ = J WHERE OCCURS •wDICATESNO REVISION TO THIS SHEET �.�II�I V 1 3/4" F.R.T. PLYWOOD BLOCKING s' -1 1q/32" A.F.F. FOR FIXTURES WEIGHING 60 -200 LBS. " 6 WOOD BASE SCRIBED TIGHT TO FLOOR FINISH P -3B - o � �n . 30" X 48" FRAMED GRAPHIC. TOP OF FRAME @ 7' -6" A.F.F. O .Q rdZI /7 /�.4MIYAVASR _ ►� �Iif�������A0��� ��� ASSEMBLY DRAWN BY: ALW CHECKED BY: LMM /KMM "Wi \ hbfr SUS EN ED CEILING 100°1 OF PLYND. BLOCKING / / 0 /t1�,1 / 3/4" F.R.T. PLYWOOD BLOCKING % DRAWER UNIT FREESTANDING WHERE SHOWN ON FLOOR PLAN 3' -4 19/32" A.F.F, lir. 'MP � u I 3/8" JAM NUT - 3/8" COUPLING - 3/8" JAM NUT 1 1/0°0 I � 23 '� REGISTERED CE'1 �1.1� S. SI1RMal MATE OFWA3111N ^ @TFT r EDCK CLEAR II TYP. CANOPY COVER 3/8" THREADED ROD 1 o a o I RETAINER NUT III I o I POWER CORD 0' -O" ELECTRICAL I�,1 3/8" EYEBOLT CHAIN CONNECTOR AND CHAIN I FINISFI FLOOR WALL PANEL 3/8"=11-0" K �I' III; FIXTURE ATTACHMENT AT CEILING P ELEVATION cL OF PLYWD. BLOCKING 0 / FREE STANDINt DEMILUNE FIXTURE R 0 / 1 % I 1J % I G.G. TO SCRIBE FILLER ONLY J WHERE END OF DRAWER UNIT IS VISIBLE FROM SALES FLOOR. PAINT TO MATCH WALL PANEL 1' -7 19/32' A.F.F. A9.1 TYP. �I�� ' 41 11 aid ■ , ■ .� —. CURTAIN TIE BACK G.G. TO PROVIDE 3/4 "x9" F.R.T. -IN WALL PLYWOOD BLOCKING CURTAIN * TRACK (CLG. MOUNTED) SEE SECTION L /A9 .3 G.C. TO PROVIDE FRT BLOCKING ON TOP OF CEILING TILES FOR ANCHORING CURTAIN TRACK HARDWARE - SEE CEILING PLAN FOR LOCATION. 1 EQ. FREESTANDING DEMILUNE FIXTURE / 2' 1 , / � 1 I eri II' �; DRAWING TITLE: WALL PANEL SECTIONS AND DETAILS OF PLYWD. BLOCKING 1' -0" A.F.F. SALES FLOOR ARMOIRE ` i r I I I _ B.O. PANEL 4 O' -0" , I � I I i 0' -0'! DATE ISSUED: I 1/07/2012 . �. — FIN. FLOOR _ FIN. FLOOR / D 5-1 D 5-1 RECEIVED SEE C• TRUCTION PLAN FOR DIMENSION A11.1.n,P P -35 A11.1 P -38 CIYYOFTUK �•A P' Nov 19 2012 PERMIT CENTER PROJECT NO: 120421 1111 iiiSIZE IIII 30 "x48" FRAMED GRAPHIC C. TO PROVIDE 3/4 "x°I" F.R.T. - ', .ALL PLYWOOD BLOCKING DRAWING NO: 1 METAL STUDS IN ACCOANCE WITH STUD MATRIX. SEE DETAIL F /A11.2 UNE / FRAMED GRAPHIC PLAN DETAIL 1 1/ - ' -0" VDEMILUNE PANEL SECTION 1 II_ 11_0�� WALL PANEL SECTION 1"=11-0" • D '� _ - _ _ A PLOTTED: 11/8/2012 9:0I AM PLOTTED: 11/6/2012 q:01 AM REFER TO ALUMINUM STANDARD WITH CLIPS A A OWNER: Ch 11215 METRO FT. MYERS, I C O S PARKWAY FL. 33966 F.R.T. IN -WALL PLYWOOD Aq.2 BLOCKING FOR CURTAIN N NALL AS SCHEDULED ALUMINUM END CAP M.2 11' -0" A.F.F.4 TIE BACK (TYP. BOTH SIDES) Aq.2 TMP '. B.O. PORTAL CEILING PAINT FINISH P -2A ALUMINUM END CAP ON SIDES — - - - -- II I :• I .: .> I I. III — %I \ EQ. rrrrr r ;Jo" rrrrrrrrrrri4 T =mar rrrrrrrrri %// r/ rrrrrr// r%/ f; irrrrrrrrrrrrrrrrrrrrrrrrrrrrrri l--w— rrrrrrrrrrrrr /A rrrrrrrrrrrri ..Tirrrrri ;:I ; I I I ■ - ——� 1 -- PREFINISHED WALL DISPLAY SYSTEM I _ m 0 O WOOD B w i SE BELOW .g, m i 0 -i 0 T — - — - – T - + -- – – — - / _ _ a ''U ♦ �C /L -- A I / ALUMINUM WALL :::::: F-I V.--=4--- -3H - _ T + / WALL DISPLAY SYSTEM (BEYOND ON WALL) it WOOD BASE SCRIBED TIGHT TO FLOOR - FINISH P -35 Oi_On \s .1 11 ® a ± REFLECTED CEILING PLAN GYP. BD. CLG. ®������ c_ �a��� 1' -0" 2' -0" OF 10 m EQ. Gera 13081 F-±---± LINE SOFFIT TRIM ABOVE 2' -0" -3A i�� -2 2' -0" P -33 1' -0" P -35 P -313 1 FINISI -I FLOOR REFER TO C�NST'UCTION PLAN REFER TO C.NST'UCTION PLAN WALL * FINISH i AS SCHEDULED FASTEN TIGHT TO NALL ONLY AT TOP ARMOIRE G.C. TO PROVIDE 3/4" F.R.T. PLYWOOD IN -WALL BLOCKING FOCAL WALL PLAN DETAIL H FOCAL WALL ELEVATION D - REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 .2013 • City of Tukwila BUILDING DIVISION • ,' •• �, .. • . `•• .l REFER TO 1 I L_ + I + +� P R.C.P. 3/4" �� G.C. TO PROVIDE 3/4 X 1 -1 FRT IN -WALL PLYWOOD BLOCKING (TYP.) PREFINISHED WALL DISPLAY SYSTEM - SEE SECTION A/A 1.1 ARMOIRE °c Aq.2 ___.,p ... �......1.... •.: •: �� • .•.. �':.. • • � � • . • - . . . ' w • • • E ` s�o. � NU. 1 •. I, I; P 7' -3 I /2" A.F.F. \ o FLUORESCENT TUBE LIGHTS (INSTALL IN LINE) 3/4" OF PLYWD. BLOCKING ® _ _ FREE STANDING DRAWER UNIT 6" WOOD BASE SCRIBED TIGHT TO FLOOR FINISH P -3B G.C. TO APPLY BASE AFTER INSTALLATION OF ARMOIRE o' -o" • P -1C 5/8" GYP. BD. OVER 3 5/8" METAL STUD FRAMING @ 16" O.C. Jo %�� li(.�!/ /y INTi[MATES F — 4 7/8" • MP NO BASE BEHIND ARMOIRE 01-0" Aq.2 • IA STORE NO: 5381 I r 4 u / REFER TO ° I N' ■i� REFLECTED CEILING PLAN ° PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO 116 TUKWILA, WA 98188 • o 5/8" GYP. BD. SOFFIT OVER 3 5/8" METAL STUD FRAMING II AT 16 O.C. I 41-0" FINISH FLOOR 0 w NO B -1 BASE BEHIND ARMOIRE WOOD TRIM P-35 41' -0 �' A.F.F. — ARMOIRE ELEVATION 3/8" - 1' -0" L DESIGN TYPE: LINEN & LACE = 1 — 5 Aq.t I T.q TRIM 8' -8 7/8 A.F.F. 1' -7 3/8" ,w.s. B.O. ROUGH OPENING 8' -8 1/8" A.F.F. REVISIONS: • B.O. TRIM REQUIRED BY: DATE HOLD DIMEN-, A ION -3A P -35 T -2 i P -3B , \ ,- q' -O" A.F.F. m -9 i - I - = _ a I R ! III T.O. TRIM 8' -8 7/8" A.F.F. NOTCHED AT FRAMING MEMBERS P -2A / l y PREFINISHED NALL DISPLAY SYSTEM 6' -10 iq/32" A.F.F. " 1 I ..IIi `` m ►, I B.O. ROUGN� ' OPENING 8 -8 OF PLYWD. BLOCKING WALL AS SCHEDULED D ` \\"�\\` „,,,,' —'I) 6 �� i _ m B.O. TRIM BLOCKING BY i" 1111 till Illi, fill, " f% �� III. ER ''EOI►V®�'�""""'�"""'� lt��'c_i' . INDICATES NO REVISION TO THIS SHEET /, / \ 0 /, l I / I 1 a 3/4 F.R.T. PLYWOOD BLOCKING (TYP.) 5' -1 19/32° A.F.F. le�"MI`���"MEo`��oMA IIIE �IPI- I - A G.C. ` -I-_3A 1 FIN. FLOO DRAWN BY: ALW CHECKED M /KMM P -3H ANGLE BRACKET 5/8 GYP BD OVER METAL STUD FRAMING, TYP. i ( I. c. OF PLYWD. BLOCKING T., 3 I �v fit i CERALD `a. `�'s( :::fisHiMc u61�ECr°F�'i'<gU!•Ill�dal(iN / ■ E3/4" ♦ l R p / 0 / 0 P 2A 3' -4 Iq /32 ",A.F.F., P LYWOOD BLOCKING BETWEEN STUDS I NOTE: G.C. TO USE FRT PLYWOOD OR MEDITE AS REQUIRED BY CODE. 1' -7 3/8" A I• ,. � 51M. HOLD DIMENSION ARMOIRE SECTION — - P — FOCAL WALL HEAD DETAIL — - F FULL IN -WALL BLOCKING DETAIL - K - - OF PLYWD. BLOCKING 3/4" BLOCKING F.R.T. PLYWOOD BY G.G. WALL AS SCHEDULED ; . GENERAL NOTES: 1. FOR ALL TRIM AND BASE FINISHES SEE SHEET A7.1 INTERIOR ELEVATIONS AND SHEETS AG1.I, Aq.2, A9.3 AND A10.1 SECTIONS AND DETAILS. 2. TRIMS SHOWN COME IN 10' -0" LENGTHS AND PRIMED WHITE 3/4" X q" F.R.T. IN-NALL PLYWOOD BLOCKING 1' -7 Iq/32" A.F.F. \ \ \ r ♦ ` 7" STOCK ♦ \TT - `e ®, . At FIELD GUT EDGES TO BE ON INSIDE EDGE U 0 U 6 TO FIELD REQIREMENTSJ 6" z O Z w A w z IL- . % : I 1 sri Hi 1111% i I DRAWING TITLE: FOCAL WALL SECTIONS AND DETAILS 0 1 c OF PLYWD. BLOCKING1" crrv���t���+.s.�, NOV 1 2012 g, PERMIT CENTER '_ „ 0 0 � if) \ ` \ P \ \ �. o4 ® 4r- v ff ! , ` m OUTSIDE EDGE G.C. TO SCRIBE To FLOOR AS R – � Aq.t l I I I I DATE ISSUED: 11 /07/2012 """""'4'SI !__"'®®S' D J FIN. FLOOR 3 1/4" *, 1 ALUMINUM ATTACHED SCREWS WALL STANDARD SYSFINISHED WALL DISPLAY SYSTEM SEE DETAIL A /Aq.l N/ (4) #8 FLATHEAD . AT 24" O.C. VERT. /8 n 3/4" 3/4" . 7/8" REQUIRED L 1 B 3/4" COMING NOTCHED -1 A11.1 P -35 TYP. PROJECT NO: 120421 . BY VENDOR 1,5/81k METAL STUDS IN ACCORDANCE WITH STUD SIZE MATRIX. SEE DETAIL F/A11.2 GROWN MOLDING TRIM TRIM TRIM FITTING ROOM LOUNGE MOLDING WALL BASE tiplr 1:::› DRAWING NO: A 9 • 2 T -1 T -2 T -3A 1 T -35 T -4 B -1 I "IDX" "IIDX" "IDX" "117X" "IDX" "IDX" MD I22G1 POLYURETHANE CLEAR POPLAR CLEAR POPLAR CLEAR POPLAR GGH 0401.3.00 CLEAR POPLAR n_ - i n 3 1 -0 N 6 n_ i n -1 -0 FOCAL WALL SECTION n- i n 1 -1 -0 MOLDING AND TRIM DETAILS E _ WALL PANEL STANDARD DETAIL PLOTTED: 11/6/2012 q:01 AM G.G. TO PROVIDE 3/4" X q" FRT PLYWOOD IN -WALL INFILL WALL AS BLOCKING REFER TO SCHEDULED L /Aq.2 (TYP.) N EQ. k 3/4" IN -WALL F.R.T. PLYWOOD BLOCKING BY G.C. - TYPICAL OF TWO EQ. SALES OWNER: ChICOS 11215 METRO PARKWAY FT. MYERS, FL. 33966 r ALIGN ,r FLOORING: J,G.O. TO CUT DOWN TO FIT (2) EQUAL ROWS OF PLANKS- RANDOM STAGGER PATTERN 1\\ ti ` \. rte .:...:.. • :......:...:: "':.' ;'.. . � • • • . ' ; \ -' •` f. _ _ ` INOLD DIMENSION _ _' '� }. =: 60" X 60" GRAPHIC FRAME BY OWNER 5/8" GYP. BD. ON 3 5/8" METAL FRAMING _ GC TO CONTINUE B -1 TIGHT TO PREFINISHED TOE KICK OF BACK WRAP II_ w Ca = N N 1 BACKNRAP 11 -7 3/8" Aq.3 T -4 MOLDING TO RUN. ~" BEHIND FITTING ROOM DRAWER UNIT G.C. TO PROVIDE IN- X qu FRT IN -WALL PLYWOOD: BLOCKING (TYP.)' 6 "x5/8" WOOD BASE BELOW - SCRIBE TIGHT TO FLOOR FROM 7" STOCK FINISH` - P-2B T -4 MOLDING 1" X 4" X 36" MDF SECURE FIXTURE TO WALL - PROVIDED BY OWNER FITTING ROOM M r r r r `` 014 IN -WALL F.R.T. PLYWOOD BLOCKING TIE BACK SEE SECTION ). 7 I "'.'.. ' "° " . `- ` .. .. :� ..._..... _ • .... ... A Q \_ALIGN DISPLAY WINDOW K Gera 13081 ABOVE BACKWRAP Aq.2 B -1 I E —I B -1 1 WOOD BASE BELOW REFER TO PLAN Aq,3 GC TO CONTINUE 5-1 TIGHT WOOD BASE BELOW REFER TO PLAN LINE OF SOFFIT TO PREFINISHED TOE KICK OF BACK WRAP 7' -0 1/4" LOUNGE DRAWER ® UNIT _. / F.R. ALCOVE DRAWER PLAN 3/4 -1 -o S BACKWRAP ALCOVE PLAN DETAIL 1 112.1 -o H DISPLAY WINDOW THRESHOLD DETAIL —_ [� REV II~WED FOR ODE COMPLIANCE APPROVED JA1 16 2013 . �j of Tukwila BUILDING DIVtSLON 1' -11" THIS DETAIL IS FOR REFERENCE ONLY; FOR EXACT MOLDING it DRAWER UNIT LOCATIONS- REFER TO THE CONSTRUCTION PLAN AND INTERIOR ELEVATIONS 1 1 r I P -1000 UNISTRUT , G.C. G.C, TO PROVID _ 100 UNISTRUT WITH 3/8" AL I -TREAD ANCHORED STRUCTUR 'BOVE G.C. O PROVIDE 3/4 "x6 "x42" •® P WD F.R.T. BLOCKING FOR URTAIN TRACK TO N T -4 MOLDING FITTING ROOM LOUNGE DRAWER UNIT G.C. TO PROVIDE 3/4" X q" FRT IN WALL PLYWOOD BLOCKING (TYR) Aq.3 3 r -0 u / _ T' ,111 ///ZL// `!/� ZZZ/Z11� 'i�`� _ F��L'L �7A- - -� \ 7,3 � m r���� V����� �`� w . , _�I ,� i �_� o _ o T -4 I MOLDING TO RUN BEHIND FITTING Jom4z INTIMATES ROOM DRAWER UNIT - '_ _� ; �: _ — - 0 0 T MOLDING STORE NO: 5381 -4 -IN CEILIN REFER TO REFER TO REFLECTED CEILING PLAN F.R.T. WOOD BLOCKING METAL CURTAIN TRACK CENTERED IN CURTAIN POCKET o o AND TRACK FURNISI BY GC CUT TO FULL WIDTH WITH X611 INSTRUCTIONS TO BE PROVIDED a 2 � i" REFLECTED CEILING PLAN " LAY CURTAIN NOTE: METAL URTAIN TRACK -TED BY OWNERS , NDOR MAX GAP AT ENDS BY VENDOR 5/8 G.W.B. ON 3 5/8" METAL STUDS FINISH PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO 116 TUKWILA, WA 98188 — ° _- ° * CURTAIN ARDWARE, AND 13 TALL-ED * TR • K TO BE * I TALLATION -) P -1C W0-1 w Q Q o c 6" X 5/8" wooD BASE TIGI TO F.R.T. WOOD BLOCKING SURFACE MOUNTED NON- ILLUMINATED SIGN FURNISHED BY AND INSTALLED BY SIGN VENDOR FLUORESCENT TUBE LIGHTS STAGGERED q,_o,� A F F SCRIBE -IT FLOOR FROM 7" STOCK FINISH - P -25 WC -1 1 �+ + ��! -- A �� F.R. ALCOVE DRAWER / RTAI N TRACK DETAIL 3 —1 -0 Jj P -36 q' -3" A.F.F. Bgoo,�iTN. F IFT TYP �:� ....."1.1. �I'� DESIGN TYPE: LINEN &LACE _ ELEVATION R: P-25 F glt�� k4� +Pbr T. .RIM 8' -8 7/80" .F. w B.O. OPENING 4 7/8" URTAIN NOTE: URTAIN HARDWARE ' AND TRACK FURNISHED BY OWNERS � * T° •GK TO BE GUT TO FULL WIDTH WITH X6" MAX GAP AT * INS ^ LATION INSTRUCTIONS TO BE PROVIDED BY VENDOR 3 5/8 ETAL STUD FRAMING 16 " O/G VENDOR AND INSTALLED BY GG ENDS G.C. TO PROVIDE 3/4 "x q" '.R.T. PLYWOOD BLOCKING F0- CURTAIN TRACK Ii WC -1 ►!�, ...... THIS DETAIL IS FOR REFERENCE ONLY; FOR C MOLDING EXACT DRAWER UNIT LOCATIONS- REFER TO THE CONSTRUCTION PLAN AND INTERIOR ELEVATIONS -4 REFER TO REFLECTED CEILING PLAN F.R.T. WOOD BLOCKING -....��Aw ......... ROUGH OPI� B.O. , I' a3 -8 1/8 F.F. 6 " 6" ,I =Q. REVISIONS: \ - F II WC -1 / EQ WC B.O. TRIM 5/8" GYP BD ON 3 -5/8" MTL STUDS ( REQUIRED BY: DATE GYP. BD. CLG. T -4 - FITTING -3A a _ w c ' V I P-2B 11 11 -1 (BEYOND) T I -3A P -3B I� , - -- + I TI V >qa HOLD DIMENSION MAX REFER TO PLAN CORNER BEAD OUTSIDE EDGE - -- I + 1 L+ -- �' 116. ROOM LOUNGE MOLDING FURNISHED OWNER * INSTALLED BY G.C. P -2A SALES - ao i co D FITTING ROOM LOUNGE I — 6' -1 I/2" A.F.F. � pr �" ` J METAL CURTAIN TRACK EQ : :., C OF WALL SCONCE WALL SCONCE BEYOND- CENTERLINE OF JUNCTION BOX TO BE ON CENTERLINE OF GRAPHIC FRAME " INDICATES NO REVISION TO THIS SHEET WALL FINISH AS SCHEDULED Q DRAWN BY: ALW CHECKED BY: LMM /KMM �� I- " 5 3 A.F.F. ® FITTING ROOM LOUNGE DRAWER UNIT G.G. TO PROVIDE 3/4" , OF PLYWD. BLOCKING Aq.3 ; x � v i w �9.m. `�•�,, ARCHITECT � ��1- ..�, "111EIiSHCCK G,� e;if ;� S f >>3L OF WASHINGTON "° , 4 _ CHITl�Cl" .�/► �� " G G TO PROVIDE 3/4 X 6 IN WALL F.R.T. PLYWD BLOCKING FOR CURTAIN TIE BACK ,� ,� .. ' , " • PAINTED SUSPENDED 5/8" GYP. —� EQ I CLG -i I P -1C � 5/8 G.W.B. ON 3 5/8" METAL STUDS X q" FRT IN -WALL PLYWOOD BLOCKING (TYP.) BD. CEILING / / 6" / CORNER BEAD EDGE. (TYP.) 0 SIDE \ \ I' y 3/4" IN -WALL F.R.T. PLYWOOD BLOCKING BY G.C. - TYPICAL OF TWO / / 6RTAIN POCKET DETAIL 3"_ 1 - , 0„ —_ 1" X 4" X 36" MDF SECURE FIXTURE TO WALL - PROVIDED BY OWNER / m m \ C E SURFACE SIGN VENDOR MTD NON - ILLUMINATED AND INSTALLED T -4 FITTING FURNISHED Aq•3 BY SIGN / ROOM LOUNGE MOLDING 3' —I1 1q/32" A.F.F. = I/� EQUAL / EQUAL / . REFER TO BACKWRAP EQ. w -�` INTIMATEa EQ. REFLECTED CEIILNG PLAN q' -0° A.F.F. EXTEND FLOORING TO WALL . OF F.R.T. PLYWD. BLOCKING 6 u.i / w -�� 1• ^ 1 DRAWING TITLE: BACKWRAP REAR WALL SECTIONS AND DETAILS - �� /�-- B.O. SOFFIT AND TRIM 3/4" x q" F.R.T. IN -WALL WOOD BLOCIKNG " " 60 X 60 GRAPHIC FRAME BY OWNER 6' -1 1/2" A.F.F. 1 B_1 o' -o" P -2B EQ. . EQ. EQ.. EQ., / / \ — — s ' / T/ C WALL SCONCE BLOCKING CENTER LINE OF SCONCE JUNCTION BOX TO BE AT FRAME OF GRAPHIC BACKWRAP - SEE Aq.4 , „ u ,PREFINISHED CABINET TOE KICK r �� DATE 11 /07/2012 T-4 1 FIN. FLOOR FIN. FLOOR RECEIVED CITY OF TUKWIL„A (ii7%-i NOV 1 9;2012 b(10- PERMIT CENTER ROOM LOUNGE � MOLDING 6 "x5 /8" WOOD BASE SCRIBE TIGHT TO FLOOR FROM 7" STOCK FINISH - P-215 a,_o„ ` i} PROJECT NO: 120421 w • o,_o„ �_I A11.1 —i DRAWING NO: A91•3 I FINISH FLOOR I FINISHED FLOOR F.R. ALCOVE DRAWER SECTION 1" = 1' -0" N 318 " =1' -0" BACKWRAP ALCOVE SECTION 1 " =1' -0" E FITTING ROOM TRANSITION SECTION 1 „ =1,_0„ A BACKWRAP ALCOVE ELEVATION _ _ _ PLOTTED: 11/8/2012 9:02 AM C3 OWNER: chico's 11215 METRO PARKWAY FT. MYERS, FL. 33966 Aci.4 71-4 " 31_511 31_8" , . ..cr i in 0 = N SI 1 0 N a- Gera 13081 PLAN VIEW Ank ItIr ;t- i 4, =0 e 0 0 NOT USED S Is A 4 0 0 HANDICAP CUSTOMER REAR LVATION EE ACCESSIBL E SERVICE COUNTER 31 _Bo 3'-8" - N 2" Ci )- I- < b , REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2013 • City of Tukwila BUILDING DIVISION Jo riza INTIMATES \ / TYP. N -I m a: -- >- 1 STORE NO: 5381 PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO 116 TUKWILA, WA 98188 / \ Lo FRONT ELEVATION LOOSE BASE SCRIBE TIGHT TO FLOOR NOT USED R NOT USED NOT USED G CASHWRAP PLAN AND ELEVATION 3/4" = I-0" DESIGN TYPE: LINEN & LACE 71-0" REVISIONS: REQUIRED BY DATE . INDICATES NO REVISION TO THIS SHEET DRAWN BY: ALW CHECKED BY: LMM/KMM 7 25 - . - 1U-rIGIF0 i AHCIii C;FIALD O. CHREMSHOCK SI‘i L- OF WASHINGTON .-1,-- / 4 IECT (,----- la MT +_ , 3,_0" ii_o" 31_011 NOT USED P , .. / / / / ( . . . . 1 1 DRAWING TITLE: CASHWRAP /BAC KWRAP DETAILS _ . _ _ _ _ s- . in , 7n DATE ISSUED: 11/07/2012 - 74- , 1 8-1 I 8-1 PROJECT NO: 120421 P-515 P-BB 0 RECEiVE D CITY OF TWO/ALA NOV 1 92012 ... PERMIT CENTER DRAWING NO: A9 •4 NOT USED N NOT USED J NOT USED E BACKWRAP PLAN AND ELEVATION 3/4 = 1 0" PLOTTED: 11/8/2012 9:02 AM 11/8/2012 q:O2 AM REFER TO CONSTRUCTION PLAN REFER TO CONSTRUCTION PLAN REFER TO CONSTRUCTION PLAN REFER TO CONSTRUCTION PLAN OWNER: C h 1121 FT. MYERS, i C O s PARKWAY FL. 33966 NC-1 - •..,� :, '' •• . 3 5/8" METAL STUDS @ 16" o.C. N/ F.R.T. WOOD BLOCKING W/ 5/8" P -2A �•.•• • :`:,4 SHIM SPACE 8' =11 1/8" A.F.F. GYPSUM BOARD �� \- PREHUNG SPLIT DOOR CASING PRIMED BY VENDOR; SPRAYED PAINT FINISH BY T, O. TRIM pr w a ■ w "`\ „��"�V1 ` `'„� m - �� TIGHT TO FLOOR W/1 /8” GAP BETWEEN TOP OF FINISHED w - RECESSED CAN LIGHTING REFER TO REFLECTED RECESSED CAN LIGHTING REFER TO REFLECTED RECESSED CAN LIGHTING REFER TO REFLECTED RECESSED CAN LIGHTING REFER TO REFLECTED FLOOR AND BOTTOM OF Irdial DOOR FITTING ROOM z 2 0.N 0 FITTING ROOM LOUNGE T -1 P -1G CEILING PLAN T -1 , P-1C CEILING PLAN FOR T T -1 P -1C CEILING PLAN -1 P -1C CEILING PLAN P -38 , FOR EXACT ! LOCATIONS. P -3S EXACT LOCATIONS P -3B i FOR EXACT LOCATIONS. P -38 FOR EXACT LOCATIONS. REFER TO RGP R �,I•�/ ®�I i/� ///�i; REFER TO RCP /��� ��' ����I. �/��� / � REFER TO RCP `� //i I/ ��/� ///�� / / / / / � / / REFR TO RGP �/�© ��i I i� /�����/ / � T `p. � 5 � 3/4" X q" F.R.T. IN -WALL BLOCKING FOR F.R. ACCESSORIES IANGBAR 3/4" X q" F.R.T. IN -WALL BLOCKING FOR F.R. ACCESSORIES S / fr / Gera 13081 / / 1WC1: r AI0.1 WG1�� A10.1 p , EQ.) I/2, I/2" EQ. , / 4 � v / / / / / � / / / I / / OPP. \ P A10.1 \'- I / GYP. BD. OF ROOM / - WG I �� (` GYP. B. I GYP. BD. � / �PE � \ � � / OF ROOM M -2 / � ,1, -0" L,_6„ 4 7/8 A10.1 p / / / I / / / / ' 3/4 , \3/4 If WC-1 I OPP. GYP. SD. Z A10.1 FITTING ROOM TRANSOM HEAD DETAIL S ♦ / / / / / � I ������� / � � / 2' D�� i � / / / / / / 0 I II I� I _ ..r P_2g �� PREFINISHED DOOR, PRIMED CASING # HARDWARE BY OWNER - FRAME SCRIBED TIGHT TO FLOOR _ of �' -4 3/4" 1' - - 7 1/4" - - - � 3 5/8" METAL STUDS @ I6" O.C. W/ F.R.T. WOOD BLOCKING W/ 5/8" GYPSUM BOARD FITTING ROOM A10.1 r �_ I 1', � /�I - o - - - - - -I / � OF / / � / _ o BLOCKING - r�� �I��L�,���� /I.II CENTERLINE O F KOOK -1- - -1/4 1/4" " 3/4 , �� � / ' / 0 SCONCE AND HANGBAR TO CENTERLINE OF TRAY AND CUSHION BELOW - (TYP.) � BENCH BY OWNER CENTER IN ROOM 1 WG -1 3 1/2" TN>\ M\ GRAPIC FRAM0 ,• • :: \ � %, \\� �— O'A / A / / 1� \�I_ gilli - --L -- N I 1 I .. ... .� :. :' / I / =•.. ��\`�"_` 3q / 5 TYP folr,lM/ INTIMATES % � / / ` PREHUNG SPLIT PRIMED BY SPRAYED PAINT DOOR CASING VENDOR; FINISH BY SCRIBED TIGHT BOTTOM OF ODOR LOUNGE U.N.O. /g" GAP BETWEEN B -1 I BY * G.G. P -2B I TOP OF FINISHED B -1 1 g -1 I ( I P T -4 I BETWEEOD FLOOR AND SHIM SPACE NO: 5381 2a T 4 I TRIM AND DOOSTORE zRFocFF7i; PANEL MOLDING OVER GYP. P. - SUPPLIED VENDOR INSTALLED FINISH BY G.C. P_2B FP -2B p_28 BOTTOM OF DOOR (TYP.) CASING IN FITTING ROOMS AND FITTING ROOM LOUNGE TO BE SPRAY PAINT FINISHED BY G.C. P_2B I PROJECT. LOCATION: E TFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 P -2A I FITTING ROOM NOTE: ALIGN PANEL MOLDING TRIM N/ 6" DIMENSION. TYP. AT ALL PANELS 3/4" ROUGH OPENING WIDTH , ( VERIFY- W/ SUPPLIER ) FITTING ROOM TRANSOM JAMB DETAIL 3 " -1' -0" - R FITTING ROOM ELEVATIONS 1/2" = 1' -0" C DESIGN TYPE: LINEN & LACE _ 4 7/8" SPLIT DOOR CASING VENDOR; PAINT FINISH BY HANGBAR THIS DETAIL IS FOR REFERENCE ONLY REVISIONS: THIS DETAIL IS FOR REFERENCE ONLY; FOR EXACT MOLDING t- IANGBAR LOCATIONS- REFER TO THE CONSTRUCTION PLAN AND ELEVATIONS. �. OF ROOM, DOOR AND BENCH REQUIRED BY: DATE s\_\ El MI PREHUNG PRIMED BY SPRAYED 2� -0�� ,,`` `�`��w� I"\ G.C. P -2B I SCRIBED TIGHT REVIEWED FOt� GODS COIVIPLtANCE 1 -4 3/4 �� 7 1/4" � � = m TO FLOOR N/1/8" GAP BETWEEN TOP OF FINISHED DOOR AND BOTTOM OF 7' -O 1/8" A.F.F. �-I T -1 1 �f�PIR. OVB® , SCONCE AT 5' -O" A.F.F. JAN 16 2013 (TYP.) LOCATE ON . OF TRAY 'r�jkWda P -28 ` ��s \� Q � T.O. DOOR LOUNGE PREFINISHED WOOD DOOR FABRIC PANEL ON RODS SUPPLIED BY VENDOR AND INSTALLED BY G.G. FITTING ROOM �` 1� dirr FITTING ROOM GI Of BUILDING ®tVISION / " INDICATES NO REVISION TO THIS SHEET EQ. EQ. \ L ,ti' tiI J o 1400K (TYP.) I 1•IS D BY: ALW CHD BY: LMM /KMM T -4 MOLDING I G.C. To PROVIDE 3/4 X �1 FRT PLYwooD -IN -WALL BLOCKING (TYP.) c qqyy r ;[� �I,� : , f,,, 1I. a� t1,1�1- v /� � _ 0 c_2 dilir il Pr ilef NOTE: MIRRORS, GRAPI -IIGS PANELS, NOOKS, t- IANGBAR�, DOOR, CASING HARDWARE FURNISI -IED BY OWNER AND INSTALLED SY G.G. Q z o , �%_,/ T�� 014 ' Alo.1 _ I I 0°° FITTING ROOM DOOR HEAD DETAIL -- _111" / / AT -00M oR THESE PLANS ARE FOR FIXTURE ILLUSTRATIONS, FOR EXACT ROOM SIZES CONFIGURATIONS AND DOOR SWINGS - REFER TO THE IICONSTRUGTION PLAN" . z w w �' c -4 w 1/4" FABRIC PANEL ON RODS SUPPLIED BY VENDOR AND BY MIRROR 04 A10.1 INSTALLED G.C. PREFINISHED WOOD DOOR EQ. � GRAPHIC FRAME w EQ 3 1/2" FITTING ROOM G.C. TO APPLY A SMALL BEAD OF PAINTABLE WHITE ACRYLIC CAULK TO THE PERIMETER OF MIRROR (WHERE �ocATlo�s wHERF SEAMSAEXISTL INSIDE OF THE FITTING ROOMS. WIPE OFF ANY EXCESS CAULK IMMEDIATELY AFTER INSTALLATION (THIS IS TO ENSURE THE PREVENTION OF HIDING PRICE /SECURITY TAGS IN CONCEALED SPACES) - TYPICAL FOR ALL FITTING ROOMS. (U.O.N.) I �� -1 (U.O.N.\ � DRAWINGTITLE: FITTING ROOM PLAN, ELEATIONS &DTAILS \ \ \��I�Is_�� _ _ __ —rte .•� �•� w�;•:� • . ��•� � v �\ S - :;. � ,� �\ \1 �I�/ c -3 c / � / // - 1 T 4 I MOLDING \� a 6" X 5/8" WOOD BASE SCRIBE TIGHT TO EQ. N ��\ \ ,\1 AI0.1 A10.1 3' -0" A10.1 EQ. DAT 11 /07/2012 `� 3 5/8" METAL STUDS @ 16" W /F.R.T. WOOD BLOCKING W// 5/8" GYPSUM BOARD FITTING ROOM LOUNGE PREFINISHED TRIM SUPPLIED AND ATTACHED BY VENDOR PREHUNG SPLIT DOOR CASING PRIMED BY VENDOR; SPRAYED PAINT FINISH BY G.C. ENSURE ADEQUATE I N w T E RE DE TE F.R.T. ALL BLOCKING FOR ALL WALL MOUNTED ITEMS. , FLOOR FROM 7" STOCK ( FINISH - P -2B VARIES SEE CONSTRUCTION PLAN PROJECT NO: 120421 RECEIVED G.C. P -28 SCRIBED TIGHT TO FLOOR N/1/8" A BETWEEN TOP OF FINISHED GAP BE FLOOR AND BOTTOM OF DOOR „ 3d 3/4 ROUGH OPENING WIDTH G.C. TO INSTALL BASE TIGHT TO THE FLOOR IN FITTING ROOMS PRIOR TO INSTALLATION OF THE CARPET (4/A11.1). G.C. TO ENSURE THERE ARE NO GAPS BETWEEN THE BASE AND CARPET AFTER INSTALLATION IS COMPLETE. CITY DF TalK1�l�t,.,�4 OF NOV 19,2012 PERMIT CENTER SHIM SPACE DRAWING NO: Al O. 1 ( VERIFY W/ SUPPLIER) - - N GO BACK HANG BAR DETAIL FITTING - _ j ROOM PLAN A► FITTING ROOM DOOR JAMB DETAIL 11/8/2012 q:O2 AM y REFER TO CONSTRUCTION PLAN . REFER TO CONSTRUCTION PLAN REFER TO CONSTRUCTION PLAN OWNER: chico's 11215 METRO PARKWAY FT. MYERS, FL. 33966 RECESSED CAN LIGHTING REFER TO REFLECTED CEILING , RECESSED CAN LIGHTING REFER TO REFLECTED CEILING ,- - RECESSED CAN LIGI -ITING REFER TO REFLECTED CEILING PLAN FOR EXACT LOCATIONS. -1' P- IC PLAN FOR EXACT ( T -1 I- I P -1C PLAN FOR EXACT -I T -1 13-TC-1 P -313 LOCATIONS. REFER TO RCPT P -36 P -3B LOCATIONS. VArMr0AMr,X®/4, REFER TO RCP. �� �� 3/4 X 61 F.R.T. IN -WALL BLOCKING ACCESSORIES Fi//rAr. 44E �/////��/ /4 / Kyr .D /rewA �/� /�®O7 Aor REFER TO RCP rzerfirff492ard �� �� 3/4 X cl F.R.T. IN -WALL FOR BFRG ACCESSORIES S OA e e /ee e e e e/ 0 / / � / e / e e ed e / e WC \ — S -1 I > Gera 13081 GYP. BD. e e �. OF ROOM �/ A10.1 P A10.1 OPP. WC 1 -� NC-1 > e I e O u —� 1� GYP. BD. ior 777777//-2-- _ / � ® / / ,e, GYP. BD. 3' P 0 C EQ. EQ. _� A10.1 ,� A10.1 i OPP. 14 EQ. EQ. / EQ. EQ. 0 1' -6" 1' -6" /��\ e Pr t 1 . x % 4 Y _ _ k `� / �77fc / OA / D _ff-,11,, I- IANGBARS .4 f1� 0 _ _ • l' e e0 � / 01 �ii / e e = m o OA o � m �n . GRAPHIC FRAME BENCH BY OWNER _ - - I— / / M -2 1 V :o rre I INTI1[ATIS I B -1 I 13-1 I -I B -1 P -2B P -2B REVIEWED FOR CODE COMPLIANCE APPROVED JAN i 2013 City of Tukwila BUILDING DIVISION P -213 STORE NO: 5381 NOTE: ALL T -4 TRIM AND DOOR NOTE: ALL T -4 TRIM AND DOOR PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 CASING IN FI I GROOMS AND FITTING ROOM LOUNGE TO BE SPRAY PAINT CASING IN Fl I G ROOMS AND FITTING ROOM LOUNGE TO BE SPRAY PAINT FINISHED BY G.C.I P -25 I FINISHED BY G.C. I P -25 1 H.C. FITTING ROOM ELEVATION 1/2 - 1 o L H.C. FITTING ROOM ELEVATIONS 1/2 - 1 0 C DESIGN TYPE: LINEN &LACE _ _ y REFER TO CONSTRUCTION PLAN TI-I I S DETAILS I S FOR REFERENCE ONLY i VARIES SEE CONSTRUCTION PLAN REVISIONS: C-1 C -2 MIRROR REQUIRED BY DATE 2' -0" A10.2 HANG BARS A10.2 , (TYP.) _ �- L. L w 11J r JGTION PLAN a% 3 z 3' -0" 3' -0'I / /, / 3' -0" RECESSED CAN LIGHTING REFER TO REFLECTED CEILING PLAN FOR EXACT LOCATIONS. 0 w X �1 II `% 6 w T -1 P -1C P -313 ///d *INDICATES NO REVISION TO THIS SHEET 3/4" X q" - F.R.T. IN WALL rgemorawrig wzari/�®®�� ®/ ®� l I REFER TO RCP I1 ♦ DRAWN BY: ALW CHECKED BY: LMM /KMM el Fi 0.444 1 ° °F1 � we 1 I 04 09 /I e / p / GYP. BD. IF (I) HOOK PROVIDED CENTER ON OVERALL WALL SPACE IF (2) HOOKS PROVIDED CENTER WITH 18" SPACING BETWEEN HOOKS ON OVERALL WALL SPACE �� �� 3/4 X cl F.R.T. IN -WALL BLOCKING FOR F.R. ACCESSORIES R "..f" riEGISTERED !' l is 1! 9 J I J ,I I:��, ��,. :a €�I� 'ter', v / . ,';� c ►� I / OPEN i� \ A10.1 ppp, , — - I cp wg c�v NOTE: MIRRORS, GRAPHICS PANELS �- OOKS 1— IANGBAR� DOOR CASING 1- IARDWARE / FURNISI -IED BY OWNER. AND.::.... INSTALLED BY G.C. OF ROOM, MIRROR +I GRAPHIC FRAME / / • /yae / / / /////////// / GSA E, T 7 / / / / / / / / / / / / // 3p �' 48� / / / /LaR/�R A / 18" /X/ / / � T T , / / / / / // I .. // /I I / °"III I I I III I'° EQ. EG?0 , r- frK GRAPHIC FRAME FFORCF.IRG ACCESSORIES A10.1 w d THESE PLANS ARE FOR FIXTURE ILLUSTRATIONS• FOR EXACT ROOM ! / SIZES CONFIGURATIONS AND DOOR SWINGS - REFER TO THE "CONSTRUCTION PLAN ". U A10.2 r1 ♦ ' EQ. ./ 18" EQ. EQ. 21-6" `�� i a w 0 0 / MIN / 7 �, �, / .� �,L I MIN //' �/�/��I� = / e / 0 1 I G.C. TO APPLY A SMALL BEAD OF PRINTABLE WI -I1TE ACRYLIC CAULK TO THE PERIMETER OF MIRROR (WI -4ERE EDGE MEETS WALL) AND AT ALL LOCATIONS WHERE SEAMS EXIST INSIDE OF THE FITTING ROOMS. WIPE OFF ANY EXCESS CAULK IMMEDIATELY AFTER INSTALLATION (THIS IS TO ENSURE THE PREVENTION OF 1- RIDING PRICE/SECURITY TAGS IN CONCEALED SPACES) - TYPICAL FOR ALL FITTING ROOMS. ����//�i / /I� I i� A / DOOR PRIMED DOOR 1 RIM CASING * HARDWARE BY OWNER FRAME SCRIBED EQ. I EQ. ,. — N — �_ �� SCONCE AT 5' 0 A.F.F. (TYP.) DRAWING TITLE: FIT TING ROOM PLAN AND ELEVATIONS A10.1 3' -0" DOOR ♦ ,E = TIGHT TO FLOOR eir , NDTF: \ \ CITY OFTUKI ROFTUKV ♦ ♦ R v8" GAP BETWEEN TOP 1 /8" GAP BE PH FLOOR B_1 I DATE ISSUED: 11/07/2012 TO EDGE OF TRIM Nov ;ZO�2 12 PERMIT CENTER AND BOTTOMOO DOOR P -2B (TYP.) G.C. TO ENSURE ADEQUATE F.R.T. IN NALL BLOCKING FOR ALL NALL MOUNTED ITEMS. PROJECT NO 120421 NOTE: ALL I T -4 TRIM AND DOOR IF (1) HOOK PROVIDED CENTER ON OVERALL WALL SPACE CASING IN FITTING ROOMS AND FITTING ROOM LOUNGE TO BE SPRAY PAINT G.C. -I-.O INSTALL BASE TIGHT TO THE FLOOR IN FITTING ROOMS PRIOR TO INSTALLATION OF TILE CARPET (1- I /A11.1). G.C. TO ENSURE THERE ARE NO GAPS BETWEEN THE BASE AND CARPET AFTER INSTALLATION IS COMPLETE. IF (2) HOOKS PROVIDED CENTER WITH 18" SPACING BETWEEN HOOKS ON OVERALL WALL SPACE FINISHED BY G.C.I P -25 I DRAWING NO: Al • 1/2" = 1' -0" H C. FITTING ROOM PLAN 1 /2" = 1' -0" H.C. FITTING ROOM ELEVATION _ ,A 5/8" TYPE "X" GYP. BD. i OWNER: C 11215 FT. ■ METRO MYERS, ■ I C O S PARKWAY FL. 33966 F-11r-I LINE WALL BEYOND EACH SIDE SECURE DOOR FRAME .'. Y • :c .• � . OF OPENING TO PLATFORM I METAL DOOR AND P -1B AT FLOOR SLAB AND ' • :'...: :; ' NALL it FINISH AS SCHEDULED PAINTABLE WHITE CAULK 6 "x5 /$" WOOD BASE SCRIBED TIGHT TO FLOOR FROM 7" STOCK REVIEWED FOR NALL * FINISH AS SCHEDULED PAINTABLE NHITE CAULK WOOD BASE SCRIBED TIGHT TO FLOOR 7" FROM 7 STOCK FRAME - SEE 'DOOR HEAD AS REQUIRED AND S' -7 3/6" A.F.F. 3/4" F.R.T. PLYWOOD DECK 1/2" x 4" WOOD TRIM (CLEAR PINE OR POPLAR) - RUN CONTINUOUS ALONG TOP EDGE OF WALL; FRAME SCHEDULE (2) 3 5 /8° METAL STUDS - FASTEN TOGETHER - P_I5 SECURE TO FLOOR SLAB AND HEADER 7 i n -0 A.F.F. �� �� �� ~� G.C. TO SAND ALL EDGES SMOOTH; ;: .., , VARIES ♦ PAINT WOOD P -1B r o REFER TO J /A11.6 FOR t ADDITIONAL INFORMATION .:_' • .. ` ; / I FINISH - P -2B OR CODE COnflPL1ANGE SEE INTERIOR APPROVED ELEVATIONS JAN 1 6 2013 SECURE AT EACH STUD • LINE OF FINISHED City of Tukwila FLOOR BUILDING DIVISION ! s :f. .: • :.•. ' / I - �p FINISH - P -25 OR P-515. SEE INTERIOR ELEVATIONS SECURE AT EACH STUD LINE OF FINISHED FLOOR �S P -2s FIRE TREATED BLOCKING P 2B NOTE: 5/8" D. - .,• Y CAULK AS NEEDED EACH SIDE (1/16" MAX.) G.G. TO PROVIDE SOLID BLOCKING: IN JOISTS AT 5' -0" O.C. AND IN WALL AT 31-4" O.C. G.C. TO FRAME STORAGE DECK ABOVE TOILET ROOM AS INDICATED PER THIS DETAIL, IN THE SHORT SPAN TO ACHIEVE MAX. CAPACITY OF 90 PSF. G.C. TO POST CAPACITY AFTER COMPLETION. COORDINATE THIS WITH TIDE BUILDING' INSPECTOR PAINT P- A 3 5/8" 16 GA. METAL STUD PARTITION - Gera t3081 °, "`'ti' .-- ALIGN STUDS DIRECTLY UNDER JOIST (TYP.) G.C. TO ANCHOR NALL TO NOTE: FRAME MUST BE SET TO FIT TIGHT TO TOP FINISHED FLOOR (1) 0.157" DIA. PONDER ACTUATED FASTENER (HILTI X -U OR EQUIVALENT) AT 16" O.C. MAX AND 2' FROM EACH END (1) 0.157" DIA. PONDER ACTUATED FASTENER (HILTI X -U OR EQUIVALENT) AT 16" O.C. MAX AND 2' FROM EACH END SLAB WITH EXPANSION BOLTS AT 4' -0" O.C. ir NOTE: HEAD DETAIL SIMILAR NOTE: G.C. TO PROVIDE B -LABEL DOORS * FRAME AS NEEDED RATED DOOR JAMB / HEAD DETAIL " =1' -0"� S NEW PLATFORM DETAIL 1 1/2" = 1' -O" M FITTING ROOM WALL BASE DETAIL 3" = 1' -0" H WALL BASE DETAIL 3" = 1' -0" D GYP. BD. COLUMN ENCLOSURES TO BEADS - TO MAKE METAL CLIP TO COLUMN COLUMN - PLAN � 'X' GYP. BD. TIGHT To DECK 'FIRE RATED = 1 HR. 2 'HR. = 3 HR. ' EXI . 6" JOIST " NEW 5 1/2 , 16 A. JOIST (REDUCE FLANGE TO 1 1/4" FOR FIT -UP TAPE 4 CONNECT „ „ ABOVE CONT. 3 5/8 (OR 6) X 20 GA. TRACK WITH (1) #12 SCREW IN \ EACH FLANGE OF EACH STUD. \ \ SPLICE TRACK LENGTHS AT \ \ STUD TO STRUCTURE PER DETAIL C/A11.3 BRAGS PER A/A11.3 CEILING OCCURS) SIDES OR OCCURS AT WALL 2X WOOD BLOCKING r r F RECEIVE METAL CORNER SPACKLE * SAND SMOOTH (TYP.) METAL STUDS OR 13/8" X 1 3/8" MU • SMOOTH YP. NHER OOD oC • -s ) �, 3 5/8 x 20 GA. MTL. STUDS SHIM AS REQD HARDWOOD STOP 1" x 4 7/8" MILLED HARDWOOD JAMB DISPLAY II IL -� SHIM WITH 1 1/4" WIDE x 3/16". x 1' -0" LONG PLATE _� J � (TYPICAL) •. : • :.. • • . •�:_� " `:•,•'� • :.� LOCATIONS, TYP \ \ \ r FASTENERS SECURE i 1/� � � (3) - #12 SCREWS \ \ PROVIDE STANDARD BRIDGING AT \ 4' -O" O.C. MAX UNLESS FULL BGT DIAGONAL DETAIL 45° MAX. HOLLO ORE A DOOR �� - �4 EI MALL STRUCTURAL REFER TO CTURA CONSTRUCTION FOR SHAPE: _ � •E LAYERS OF 5/8" TYPE FROM FLOOR SLAB ABOVE TO CREATE ENCLOSURE. 5/8" GYP. BD. THICKNESS 1 1/4" GYP. BD. THICKNESS ,� 1 7/8 GYP. BD_ THICKNESS 4 � SHEATHING IS ATTACHED TO BOTH FACES OF WALL. (CONNECT BRIDGING TO STUDS - REFER TO H/A11.2). ? aC F ?. FINISHED _ s (WHERE • .. ��� /�j �1 _ _ _ 'I/� �� , \���I.III I �l�i /OF JOIST CONNECTION � , � ��\ 3 5/8'11 (OR 6 ") X 20 GA. METAL STUDS AT 16 O.G. INSTALL METAL BRIDGING 10° G / /.II�II1�' ap r o 5/8" GYP. BD. BOTH ONE SIDE ONLY WHERE PERIMETER DEMISING � , /I� � ' CONT. 4" WIDE, 16 GA. PLATE �f �► ��i���I� Cam! INTIMATES • / AT 4' -O" O.G. AS REQ'D BY GODS. �� 0.157 DIA. PONDER ACTUATED FASTENERS (HILTI X -U OR EQUIVALENT) @ 16" O.C. MAX AND 2" FROM EACH END I/ ,• • ��■__- ���� ■��� NOTES: INSTALL GYP. BD. ON ONE SIDE CONDITIONS OR x 1 3/4" ' �I ���° ONLY AT BACK TO BACK AT PERIMETER CONDITIONS STORE NO: 5381 PLATE CONNECTION #10 SCREWS METAL AND APPROPRIATE LD VERIFY) TALL (WOOD OR LENGTH - G.G. AT 6" AS TO O.C. -SLID -CORE WOOD DOOR 1-. WOOD CASING NON SALES SIDE ON ::: :.: :..:..: IF POWDER ACTUATED FASTENERS ARE NOT ALLOWED BY LOCAL BUILDING OFFICIAL, THEN REPLACE WITH 1/4" DIA. HILTI KNIK HUS -EZ CONCRETE SCREWS. c il ; ±: CONT. 3 5/$ „ (OR 6„ ) X 20 GA. MTL TRACK WITH (I) #8 SCREW AT EACH FLANGE OF EACH STUD HINGE - PROVIDE/SECURE TO CUSTOM -SIZED DOOR `5/$" •: ::;• '...•., .,:....;:.:. 1 MIN. THICKNESS BASED ON MIN. COLUMN SIZES PER ACTUAL U.L. DETAIL L L - - - - - - - - MINIMUM J - J PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 �3 FLOOR FINISHES. (SEE FINISH 5/8 GYP. BD. EACH SIDE OF 5/8" MTL. STUD NON -SALE _ REFER TO STUD MATRIX: F/A11.2 (TYPICAL) FRAMING. PROVIDE TYPE "X" AT RATED PARTITIONS PLAN AND SCHEDULE) > (E) FLOOR sLAB/ Y - - / RATED COLUMN ENCLOSURE DETAIL _1 � - °" R ' ATFORM DETAILS 3" =- 1' -0'� . -. IND DOOR JAMB DETAIL 3" = 1' -0" \ NON -RATED PARTITION 1" = 1' -0" C DESIGN TYPE: LINEN & LACE _ _ CONT. MTL TRACK (MATCH VERT SPLICE TRACK LENGTHS AT STUD LOCATIONS, BRACE PER A/A11.3 CEILING OCCURS) BD.. SALES SIDE WALL SHOWN REFER TO PLAN AND SCHEDULE FINISHES. (SEE PLAN AND r EXISTING NEW DECKING NEW G (TO XISTING) AT 6" O .G. " 16 GA. JOIST ' BLOCKING AT 24" AT EACH END, FLANGES, BEND NEB ' TO JOIST (2) SCREWS AT 16" O.C. „ , 18 GA. METAL AT 16" O.G. BRIDGING O ... 4 7/8 „ BD. EACH SIDE OF STUD FRAMING. "X" AT AREA VARIES B.O. #f4I% TYP. (TYP. REVISIONSCORUION " EA. J 6 , 16 I GA. JOIS OR 6 , REFO SHEET A2.1 #6 SCREWS AT 6" O.C. REQUIRED BY: DATE (E) STRUCTURE ( ( I E TYP. METAL STUDS AT 16" O.C. REFER. TO CONSTRUCTION PLAN FOR STUD SIZE AND NALL -��► ' i / ► /�� DIAGONAL - 16 GA. TRA EXISTING DECKI -- (TYPE OF DECKING VARIES) CONNECT NEW JOIST TO EXISTING JOIST WITH (2) #12 SCREWS AT 12" O.C. REFER TO R.C.P. i �_���_�� DEC MATC A11.2 Sim. DETAIL 45 °MAX #6 CREWS 1 1 t LOCATION PROVIDE STANDARD BRIDGING AT 4` -0° O.C. MAX CONNECT BRIDGING ( H ;; FINISHED (WHERE _� NESTED I"ITL. STUDS -/8" GYP. n 3 5/8 MTL. PROVIDE TYPE RATED PARTITION DISPLAY �- �� V NEW 6 �� �„ TO STUDS - REFER TO /A11.2) NON -SALES I►s-_�► � �Olt* �� /I 5/8" GYP. BD. BOTH SIDES " n 3 5/8 (OR 6) X 20 GA. METAL STUDS 16" D.C. z 3 FINISHED CEILING SALES FLOOR IF PONDER ACTUATED FASTENERS ARE NOT ALLOWED BY LOCAL BUILDING OFFICIAL, THEN REPLACE WITH 1/4" DIA. HILTI KNIK HUS -EZ CONCRETE SCREWS. � IC= �� 6" DEEP O.C. MAX. CLIP AND CONNECT WITH 5/8" GYP.- ONLY v K 11 STOCKROOM } i k N �..- - -..I $ „ NEW 6 ,' 16 GA. JOIST �,' �' ® 4 DEMISING \_' �� ®'��'_� ,� 0.157 DIA. POWDER ACTUATED FASTENERS (HILTI X -U OR EQUIVALENT) �� �� @ 16 O.C. MAX AND 2 FROM EACH END ,, 6) X 20 GA. MTL SCREW AT EACH SCUD HATCHED: CONT. MTL TRACK. (MATCH VERT CONSTRUCTION •INDICATES NOREVISIQNTOTHISSHEET ,7th //. DOOR FRAME DOOR STUD THICKNESS) SECURE TO SLAB W/ MIN 0.157" DIA POWDER DRIVEN FASTENERS AT 16" O.C. AND 2" % / / RESPONSIBILITY FOR SCOPE ; I ` �\ JOIST TO BEAR ON 3 5/8" (JOIST 18 GA. STUD AT EACH END) (I) SCREW AT (1) SCREW ) IF POWDER ACTUATED FASTENERS ARE NOT ALLOWED BY LOCAL BUILDING T -0" x i 3/4° SOLID WOOD HARDWOOD DRAWN BY ALW CHECKED BY:LMM /KMM FROM EACH END FLOOR - FINISH SCHEDULE) OFFICIAL, THEN REPLACE WITH 1/4 DIA. 3 5/8 STUDS HILTI KWIK HUS -EZ CONCRETE SCREWS. � {� -GORE DOOR 0 FLOOR SLAB / /// /i BLOCKING BASE AND FLOOR FINISHES. (SEE FINISHI PLAN AND INTERIOR ELEVATIONS:) �� CONT. 3 5/8 (OR TRACK WITH (1) #8 FLANGE OF EACH a' (E) G.C. TO FIELD VERIFY WHIG DETAIL, J OR K, SHOULD =E USED BASED. ON EXISTING- Ge DITIONS Ho . ON-CORE REGISTERED ''�� �. ' '�- °m C�" ..:, .. S. CIVIL. ;\ HC;i. '^ C li :0, 1l'E( I ;IN ?i1ON // c((!! ': - z. � ■ (E) FLOOR SLAB ,, /,,,,'/ /� REFER TO STUD MATRIX: F/A11.2 SCREWS SHALL =- OF SUFFICIENT LENGTH TO A ACH MATERIALS - G.G.TOV FYIN FIELD ... �. STAND•'D AT 48" REFER TO STUD MATRIX: F/A11.2 FURRING PARTION DETAIL P - ISTING PLATFORM DETAIL IND DOOR HEAD DETAIL NON -RATED PARTITION (TO STRUCT ) 1" = 1' -O" B _ _ LINE OF CEILING S' -O° A.F.F. EXISTING NEN DECKING FASTEN DEFLECTION PLATE . CONTINUOUS FIRE RETARDANT SEALANT AT TOP AND BOTTOM OF PARTITION, BOTH SIDES. �/ (401Pir CONSTRUCTION AT ' CH NEW EXIST DECKING TO NEW 'AMING # - 1.--2 WITH 6 5 -ENS REFER TO SHEET A2.1 EXISTING DECKING (TYPE OF DECKING VARIES ) CONT. 4" NIDE, 16 GA. PLATE - REFER TO L- 1/A11.1 NEW SAFING MATERIAL ���� -� /�' /j VARIES B.O. //' 4... �. 4�/ VARIES 8.0, DECKING (T• MATCH EXISTI► ) a E STRUCTURE ( ) I - LAYERS 5/8" TYPE "X" GY'. BD. EACH SIDE TIGH 0 DECK ABOVE. IIIr!'MM+1 t „_ .1; W A r. �b� a ,,.9 " r ; �x , x `Mail -I �� AT 6 O.C. ( -.) E STRUCTURE ( )�� J -SHAPE METAL TRIM, BOTH SIDES. rllk'i' `: .. 5 RECEIVED CITY 01= Tl1KWll.�! E All.l F s 5 1/2", GA. JOIST NES D INSIDE EXISTING 6" J• T. REFER TO L- 2/A11.1 „ „ 3 b/$ (OR Eli) X 20 GA. METAL STUDS AT 16 O.C. 3 5/8" (OR 6 ") OP BOTTOM METAL TRACKS A• NOR TO „ STRUCTURE ABOVE • 24 O.C. MAX. AND 2" FROM EA END. (PROVIDE DEFLECTION PL• - A TOP AS REQ D BY CODE �? „ „ 3 5/8 (OR 6) X 2� METAL STUDS A tr DRAWING TITLE: MISCELLANEOUS ETAI LS - -e. _ =_ _____ __ = -_ - -_ PROVIDE STANDARD BR •LING AT P �' ' °� d' -o" O.C. MAX UNLESS FU HGT SHEATHING IS ATTACHED TO • -OTH r FACES OF WALL. (CONNECT BRI ► ING TO H /All.2). T.O. WALLY 2 i x 5/8 „ BD. BOTH SIDES, OR -_ �;; �' 911"1. ? ?F : ?: �. x �� �•, " Ai1.2 Nov PERMIT CENTEE°D :�� CONT. 5 1/2 DP., 16 GA. CLOSURE TRACK - PROVIDE (1) SCREW AT EACH FLANGE OF EACH JOIST TO STUDS - REFER " n 3 5/8 (OR 6) TOP BOTTOM METAL TRACKS ANCHOR TO STRUCTURE ABOVE AT 24" O.C. MAX. AND 2" FROM EACH END. (PROVIDE DEFLECTION , PLATE AT TOP AS REQD BY CODE.) + s ti 11111111PSVIIII 'a ��'''I IF POWDER ACTUATED FASTENERS ARE NOT ALLOWED BY LOCAL BUILDING OFFICIAL THEN REPLACE WITH 1/4" DIA. OFFICIAL, HILTI KNIK HU9 -EZ CONCRETE SCREWS. t� ;, s5r ;�4 ' Ihrlik GYP. r ONE SIDE ONLY WHERE OCCURS AT PERIMETER DEMISING NALL 'I IF PONDER ACTUATED FASTENERS ARE NOT ALLOWED BY LOCAL BUILDING OFFICIAL, THEN REPLACE WITH 1/4" DIA. , 14 ILTI KWIK HUS -EZ CONCRETE SCREWS. #12 METAL SCREWS (TYP.) (2) SCREWS AT EACH JOIST DATE ISSUED: 11/07/2012 r .�a 2 1/2" X (OR 35ja'�) 20 GA. METAL AT 16" O.C. INSTALL METAL BR x t NOTES: INSTALL GYP. BD. ON ONE SIDE -• 3,. F�,3 r 0.157" DIA. POW R UATED k k. FASTENERS (HIL -U OR r :} EQUIVALENT) @ - O.C. MAX , ONLY AT BACK TO BACK CONDITIONS OR T PERIMETER CONDITIONS. 3 5/811, 18 GA. METAL „ STUDS AT 16 O.C. (CENTER A STUD UNDER EACH JOIST) AT 4' -0" O.C. AS REQ'D BY COD K REFER TO STUD MATRIX: F /Ail.2 5/$ GYP. BD. X) BOTH REFER TO STUD MATRIX: F/A11.2 0.157" DIA. PONDER ACTUATED s FASTENERS (HILTI X -U OR E•, VALENT) @ 16" O.G. MAX AND 2" FRS EACH END y f FLOOR FINISHES. (S FINISH r h� CON . 3 -5/8" (OR 6 ") X 20 GA. MTL TRACK TH (1) #12 SCREW AT EACH FLANGE 0 ACH STUD TOP BOTTOM - - - - - PROJECT NO 120421 (TYPE SIDES AND 2" FROM ACH END f' .7-4L----- • BASE A FLOOR FINISHES. (SEE - ISH PLAN AND ' IOR ELEVATIONS.) ?' s '; . ;" r t " " CONT. 3 8 (OR 6 X 20 GA. MTL ( ) TRACK NIT 1) #8 SCREW AT EACH 0.157° DIA. POWDER ACTUATED FASTENERS 14ILTI X -U OR EQUIVALENT ( ) u u CONT. 3 5/8" (OR 6 ") X 20 GA. MTL G.C. TO FIELD VERIFY WH1G DETAIL, J OR K, SHOUL• �E USED BASED ON EXISTING Ce DITIONS r : @ 16 o.C. MAX AND 2 FROM EACH END a BASE AND FLOOR FINISHES. (SEE FINISH I TRACK WITH (1) #8 SCREW AT EACH FLANGE OF EACH STUD DRAWING NO Al 1 • 1 ST DARD BRIDGING AT 4$ o.C. INT j a ka I I FLANGE OF EA STUD PLAN AND SCHED E) �-- SCREWS SHALL =- OF SUFFICIENT? LENGTH TO • ACH MATERIALS - G.G. TO V - FY IN FIELD `-�-` 7 FLOOR AB / FER TO STUD MA - IX: F/A11.2 PLAN AND INTERIOR ELEVATIONS.) $, N•' :ASSEMBLY PER ► #U411 �I' \ .11 ` NOTE: ASSEMBLY PER UL #465 SLAB //_ , (E) (E) FLOOR SLAB (E) FLOOR - - alirISTING OUR RATED PARTITION 1 RATED PARTITION -_ ,_0 �' PLATFORM DETAIL _ (U411) _ . ON -RATED PARTIAL HT. PARTITION HOUR (0465) PLOTTED: 11/8/2012 q:03 AM MTL STUD FRAMING, TYP. SEE WALL LEGEND ON ARCH DRAWINGS, $ DETAIL F /A11.2 FOR OWNER: C hicos 11215 METRO PARKWAY FT. MYERS, FL. 33966 STUD MATRIX 2" x 2" x 16 GA CI- IANNEL CLIP ANGLE 1/4" LESS THAN STUD wIDTI -I, TYP. - ATTACH AT EVERY STUD WITH (4) #8 SCREWS 1/2" I AT LOCATIONS WHERE VERTICAL STUD SPACING IS TIGHT, (MAKIN G INSTALLATION OF ANGLES DIFFICULT AFTER STUDS ARE IN PLACE), ATTACH ANGLES TO STUDS BEFORE INSTALLING STUDS. I - , / / /- Iii NOTE: SEE STOREFRONT FRAMING PLAN A /A8.1 FOR LOCATIONS WHERE BEAM IS CONTINUOUS ACROSS TOP OF COLUMN 4 � � � I `` iX NOTE: BRIDGING IS NOT REQUIRED IF SHEATHING IS ATTACHED TO BOTH FACES OF THE STUD. (SHEATHING INCLUDES, BUT IS NOT LIMITED TO, GYPSOM BOARD, PLYWOOD, CEMENT BOARD, ETC.) [h i NOTE: SEE CODED NOTES Gera 13081 A /A8.1 FOR BEAMS REQUIRING WEB STIFFENERS AT BEARING POINTS I 1/2" WIDE x 1/2" DP x 16 GA COLD- ROLLED CHANNEL - LOCATE AT 5' -0" O.G. MAX VERTICALLY r I \ �/ NOT USED S NOT USED M BRIDGING DETAIL 111 =11 -0" H SEE PLAN * SECTIONS FOR IIr_� V / * I // , 18 GA TOP TRACK (TRACK DEPTH SHALL MATCH STUD DEPTH). PRIOR TO DRILLING HOLES FOR ANCHOR INSTALLATION, CONTRACTOR SHALL LOCATE EXISTING STEEL REINFORCING WITH MAGNETIC METER �•R OTI -IER NONDESTRUCTIVE TEST METHOD. SHIFT CONNECTIONS AS REQUIRED TO MISS REINFORCING. NOTE: BEFORE INSTALLING ANCHORS, CONTRACTOR SHALL VERIFY WITH MALL MANAGEMENT THAT ATTACHMENT SHOWN IS ACCEPTA= E. CONTRACTOR MUST VERIFY wlT�l MALL MANAGEMENT THE ALLOW• =LE DEPTH OF SCREW PE HE ALLIO++. LIMITING HEIGHTS FOR INTERIOR METAL STUD PARTITIONS BUILT -UP BOX BEAM 18 GA. PLATE EACH SIDE WITH (8) - #8 PAN LIGHT GAUGE FRAI`1 I NG —CROSS REFERENCE GUIDE SALES PARTITIONS WITHOUT SHELVING ATTACHED NON -SALES PARTITIONS WITHOUT SHELVING ATTACHED ALL SEISMIC DESIGN CATEGORIES MIL. THICKNESS - GAUGE NUMBER CROSS REFERENCE NOT WHEN INSTALLING ANCHORS INTO CONCRETE, ANY D TERIORATED, SPALLING AND /OR DEFECTIVE CONCRETE ENCOUNTERED MUST BE BROUGHT TO THE IMMEDIA ATTENTION OF THE STRUCTURAL ENGINEER OR EVALUATION BEFORE CONTINUING WIT1 -I INSTALLATI• OF THE CONNECTIONS. 25 GA. 18 MIL 22 A. 27 MIL 16 GA. 54 MIL 20 GA. 33 MIL 14 A. 68 MIL 18 A. 43 MIL 12 A. X17 MIL HEAD SCREWS. STUDS AS 6" DEEP STUDS AS REQUIRED BY OTHER SECTIONS '�- . STOP FULL LENGTH TRACKS OF BUILT -UP COLUMN SHORT OF TOP TRACK 3 5/8" OR 6" DEEP TRACK AS REQUIRED BY OTHER SECTIONS AND DETAILS 1 STUD DESIGNATION STUD DEPTH FLANGE WIDTH STUD GAUGE STUD SPACING MAXIMUM WALL OHEIGHT MAXIMUM HEIGHT TO DIAGONAL BRACE 3625162 -33 3 -5/8" 1 -5/8" 20 16" 17' -6" GA VERTICAL SLO TED SLIP -TRACK -TRK" BY DI ET-ICH SYSTEMS, INC. TO MATC. VERTICAL STUD DEPTH). TO ST- 4CTURE W /(2) - 3/16" DIA x LONG CON -ETE SCREWS AT 12" O.G. 3625162 -43 3 -5/8" 1 -5/8" 18 16" 19'4" EXAMPLE CROSS REFERENCE: 3625162 -54 3 -5/8" 1-5/8" 16 16" 20' -6" 6005162 -33 6" 1 -5/8" 20 16" 26' -6" 3 5/8 ", 18 GA STRUCTURAL METAL STUD = 362 S 162 - �3 METAL STUD foma INTIMATES 6005162 -43 6" 1 -5/8" 18 16" 28' -6" - 18 GA VERTICAL SLOT D SLIP -TRACK "SLP -TRK" BY DIETRICH SYSTEMS, NC. (DEPTH TO MATCH VERTICAL STUD DEPTH). • TTACH TO STRUCTURE W /(2)- 3/16" DIA x 1 1/2" L• G CONCRETE SCREWS AT 12" O.C. - 18 "SLP (DEPTH ATTACH 1/2° 6005162 -54 6" 1 -5/8" 16 16" 30' -0" STUD TUD) FLANGE TUD DEPTH (T= TRACK) WIDTH THICKNESS = 3.625" = 1.625" =43 MIL (18 GA.) =3 5/8" =1 5/8" STORE NO 5381 LIMITING HEIGHTS FOR INTERIOR METAL STUD PARTITIONS IF CONCRETE SCREWS ARE NO ALLOWED BY BUILDING OFFICIAL, REPLACE SCREWS W/(2) -1/4" DIA HILTI KWIK HUS -EZ CONCRET SCREWS @ 12" O.G. (2 1/2" EMBED)(ICC -ES ESR -3•• 7) IF CONCRET SCREWS ARE NOT ALLOWED BY BUILDING O FICIAL, REPLACE SCREWS N/(2) -1/4" DIA HILTI KWIK HUS -EZ CONCRETE SCR-3REWS 7) 12" O.C. (2 1/2" EMBED)(ICC -ES SALES PARTITIONS WITH SHELVING ATTACHED AND DETAILS LIGHTGAGE BOX BEAM TO PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO 116 TUKWILA, WA 98188 SEISMIC DESIGN CATEGORIES D, E AND F TYPICAL STRUCTURAL STUDS AND TRACKS STUD DESIGNATION STUD DEPTH FLANGE WIDTH STUD GAUGE STUD SPACING MAXIMUM HEIGHT TO DIAGONAL BRACE REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 6 ' fli H J City of Tukwila BUILDING DIVISION "°"" -' — CONCR E CONCRETE OR COMPOSITE METAL DECK/ CONCRETE SLAP SLAP FORMER STANDARD DESIGNATION NEW SSMA DESIGNATION 3626162 -33 3 -5/8" 1 -5/8" 20 16" 15' -0" (STEEL STUD MANUFACTURERS ( ASSOCIATION 3/4" 3/4" OR COM- • METAL D-''�� CONCRE 1.); ,= 362SI62 -43 3 -5/8 „ 1 -5/8 „ 18 I6 „ , „ 161-6" COLUMN CONNECTION 3625162 -54 3 -5/8" 1 -5/6" 16 16" 18' -0" (TYP, UNLESS NOTED) •i 2 1/2 ", 20 GA. STUD w/ 1 5/6° FLANGE 2 1/2 ", 18 GA. STUD w/ 1 5/8" FLANGE 2505162 -33 2505162 -43 DESIGN TYPE: LINEN & LACE 3/4" 3/4'1 LIMITING HEIGHTS FOR INTERIOR METAL STUD PARTITIONS MAx MAX MAX • � MAX 3 5/6 ", 20 GA. STUD w/ 1 5/8" FLANGE 3 5/8", 18 GA. STUD La 1 5/8" FLANGE 3625162 -33 3625162 -43 • a ° ". '° ° •• 4: ° d , ' °9 a '• - ' • ° ° , °.: d a °' ° • . A a a ° '.d ' . NON - SALES PARTITIONS WITH SHELVING ATTACHED REVISIONS: SEISMIC DESIGN CATEGORIES D, E AND F 18 GA BASE TRACK TRACKB DEPTH SHALL MATCH STUD DEPTH). LIGHTGAUGE BOX COLUMN BASE 4 \ / STOP FULL LENGTH TRACKS OF BUILT -UP COLUMN SHORT OF BASE TRACK (2) - #8 PAN HEAD SCREWS EACH SIDE 6" 20 GA. STUD w/ 1 5/8" FLANGE II' 5/8" 6 , 18 GA. STUD w/ 1 5/8 FLANGE 6005162 -33 6005162 -43 - ° . ' • d MEM REQUIRED BY: DATE d ° .d < d•. ° . � ° : d ' STUD DESIGNATION STUD DEPTH FLANGE WIDTH STUD GAUGE STUD SPACING MAXIMUM HEIGHT TO DIAGONAL BRACE II II 811, 18 GA. STUD w/ 1 5/8" FLANGE 8 , 16 GA. STUD w/ 1 5/8" FLANGE 8005162 -43 8005162 -54 _ " li KIWI GAP NI DEFL. GAP I" DEFL. 3625I62 -43 3 -5/8" 1 -5/8" IS 16" 14' -O" 10 ", 18 GA. STUD w/ 1 5/811 FLANGE 10 ", 16 GA. STUD w/ 1 5/8" FLANGE 10005162 -43 10005162 -54 SEE SCHEDULES 362SI62 -54 3 -5/8" 1 -5/8" I6 I6'I 15' -0' • I FOR FINISHES AND STUD SIZES • NOTE: AT LOCATIONS WHERE A STUD WALL SUPPORTS BOTH SALES AND NON -SALES SHELVING, THE STUDS SHOWN IN THE TABLE BELOW SHALL BE "DOUBLED UP" AS FOLLOWS: 12", 16 GA. STUD w/ 1 5/8" FLANGE 12 ", 12 GA. STUD w/ 1 5/8" FLANGE 12005162 -54 12005162 -97 1 5/811, 22 GA. TRACK w/ 1 1/4" LEG ii II 1 5/8 , 20 GA. TRACK w/ 1 1/4 LEG 1621'125 -27 1621'125 -33 ' , , 0) #8 WAFERIaEAD SCREW IN EACH FLANGE OF EACH VERT STUD. INSTALL PER MANUFACTURERS DBL STUD #8 SCREWS @ 8" O.C. 2 1/2", 20 GA. TRACK w/ 1 1/4" LEG i 2 1/2 ", 20 GA. TRACK w/ 2" LEG 2 1/2 ", 18 GA. TRACK w/ 1 1/4" LEG 2 1/211 18 GA. TRACK w/ 2" LEG 2501'125 -33 250T200 -33 250T125 -43 250T200 -43 IN ADDITION, THE SPACING OF THE TOP AND BOTTOM WALL TRACK CONNECTIONS TO THE EXISTING STRUCTURE SHALL BE REDUCED TO 6" O.C. MAX. AND DIAGONAL SPACING SHALL BE REDUCED TO 32" O.C. . • INDICATES NO REVISION TO THIS SHEET RECOMMENDATIONS - (NON R ED) (ONE HOUR FIR =- RATED) DRAWN BY ALW CHECKED BY: LMM /KMM CONNECTION NOTE: •NSTRUCT WALL PER UL ASSEMBLY REQUI r EMENTS SHOWN ON ARCHITECTURAL DRA INGS. INSTALL SLIP TR CK AND FIRE - SAFING MATERIALS PER MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE ONE HOUR FIR' RATING 3 5/8 ", 20 GA. TRACK w/ 1 1/4" LEG 3 5/8" 20 GA. TRACK w/ 2" LEG 3 5/8 ", 18 GA. TRACK L/ 1 1/4" LEG 3 5/8", 18 A. TRACK w/ 2" LEG 362T125 -33 3621'200 -33 362T125 -43 362T200 -43 (TYP, UNLESS NOTED) r Ll 4 BUTT- j� ` AT SPLICE LOCATIONS (4) - #8 WHERE CONCRETE BEAMS SCREWS MUST BE RECEIVED NOTES: 1. DESIGN BASED ON ALLOWABLE DEFLECTION OF �L /200. 2. DESIGN BASED ON FY = 33 KSI FOR 3 5/6 4 6 STUDS LESS THAN 16 GAUGE. FY = 50 K51 FOR 3 5/8 ", 16 GAUGE 6 ", 16 GAUGE STUDS. 3. PROVIDE HORIZONTAL BRIDGING @ 4' -0" O.C. MAX PER MANUFACTURER'S RECOMMENDATIONS. 4. DESIGN BASED ON MINIMUM 5 PSF LATERAL LOAD, OR LATERAL SEISMIC LOAD, WHICHEVER CONTROLS. 5. TABLE IS VALID FOR (1) LAYER OF GYPSUM BOARD EACH FACE. _ - �;1�, ' 1 ee 151 I~c @jl �, ARCHITECT �° q f O I 14' (. fd,)i}:_�l: H CCK Ll+ !Iw CL- ° "fur 611NCio , TYPIC . FULL HEIGHT WALL ATTACHMENT 6 ", 20 GA. TRACK w/ 1 1/4" LEG 6 ", 20 GA. TRACK w/ 2" LEG 6" 18 GA. TRACK w/ 1 1/4" LEG ' 611, 18 GA. TRACK w/ 2" LEG 600T125 -33 6001'200 -33 600T125 -43 6001'200 -43 TO E !STING CONCRETE SLAB OR CO ' OSITE METAL DECK W /CONCRETE SLAB CAL 1-IAT FURRING C14ANN ELS TYP ( a EFLECTION TRACK SEISMIC DESIGN CATEGORIES C, D, E & F 3" = 1' -0" STUD SIZE MATRIX SEISMIC DESIGN CATEGORY D, E & F N.T.S. _ _ 7 /8", 25 GA. FURRING CI- IANNEL 7/8", 22 GA. FURRING CHANNEL 087F125 -18 087F125 -27 SLOTTED BY DIETRICH TO MATCH TO STRUCTURE O.C. NOTE: CONSTRUCT WALL PER UL ASSEMBLY REQUIREMENTS SHOWN ON ARCHITECTURAL DRAWINGS. 18 GA VERTICAL "SLP- TRK" (DEPTH ATTACH AT 12" 3/4" SLIP -TRACK SYSTEMS, INC. VERTICAL STUD DEPTH) N/ (2) #12 SCREWS 3/4" I8 GA VERTICAL SLOTTED SLIP -TRACK "SLP- TRK" BY DIETRICH SYSTEMS, INC. (DEPTH TO MATCH VERTICAL STUD DEPTH) I' I LIGI -IT GAUGE FRAMING SCREW CONNECTIONS ATTACH TO AT 12" O.C. 3/4" STRUCTURE N/ (2) #I2 SCREWS 3/4" UNLESS NOTED, LIGHT GAUGE FRAMING CONNECTIONS SHALL BE MADE USING #8 SCREWS. SEE DETAIL A/A11.3 FOR DIAGONAL BRACING CONNECTIONS. AT LOCATIONS WI -IERE SHEATHING MATERIAL IS PLACED AGAINST THE SCREW I -LEADS OF LIGrNTGAUGE METAL FRAMING CONNECTIONS, PANCAKE HEAD SCREWS SHALL BE USED SO THAT THE SHEATHING MATERIAL REMAINS STRAIGI -IT AND SMOOTH. DRAWING TITLE STRUCTURAL DETAILS MAX / / / MAX MAX MAX — — k�1l1�1�1�1�1�1�1�1 I _ --- 1" DEFL. GAP ' - � . ■ � 1" 1 DEFL. GAP SEE SCHEDULES FINISHES FOR AND STUD INSTALL SLIP TRACK AND FIRE- SAFING MATERIALS ERIALS PER MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE ONE HOUR FIRE RATING DATE ISSUED: 1 /07/201 2 SIZES PROJECT NO 120421 ( 1) #8 HA SCREW WAFERED RE IN EACH FLANGE OF EACH VERT STUD. INSTALL PER MANUFACTURERS BUTT- SPLICED OVER COLUMN CITY OF T llK1��IL.A RECOMMENDATIONS (NON- RATED) (ONE HOUR FIRE- RATED) sial7 11,.... PERMIT CENTER 1:::, NOV 1 9.2012 DRAWING NO: 1 I • 2 LIGHT GAUGE METAL FRAMING N.T.S. N DEFLECTION TRACK - WALL ATTACHMENT TO EXISTING METAL DECK 3" = 1' -0" LIGHT GAUGE BOX COLUMN DETAIL 3" = 11 -0" A SEISMIC DESIGN CATEGORIES C, D, E & F _ E _ _ EXISTING COMPOSITE DECK �— , ± 5 "± (2) -I/4" DIA CONC ANCHORS (KWIK BOLT TZ BY HILTI)(IGC -ES ESR -1917) WITH 2 1/2" EMBED EXIST JOIST CHORD OR / \ BEAM FLG ATTACH O TO EXIST OWNER: �' O 11215 METRO PARKWAY FT. MYERS, FL. 33966 P" OR TO DRILLING HOLES FOR ANCI -IOR INS LATION, CONTRACTOR SHALL LOCATE EXISTI STEEL REINFORCING WITH MAGNETIC METER 0- OTHER NONDESTRUCTIVE TEST METHOD. S, FT CONNECTIONS AS REQUIRED TO MISS REIN ►•-LING. NOTE: W IEN INSTALLING ANCHORS INTO CONCRETE, ANY DETERIORATED, SPALLING AND /OR DEFECTIVE CONCRETE ENCOUNTERE► MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNERS REP. AN• ARCHITECT FOR EVALUATION BEFO-' CONTINUING WITH INSTALLATION OF THE CON 'GTIONS. B STL W/(3) - #12 SCREWS I I I eiiiiiiii / All i- I BEFORE INSTALLING ANCHORS, CONTRACTOR SHALL VERIFY WITH MALL MANAGEMENT THAT ATTACHMENT SHOWN IS ACCEPTABLE. I 1�_ f I I I I MU 111 0 II 4 (2) -1/4" DIA CONC ANCHORS (KKK BOLT TZ BY HI (ICC -ES EXIST CONC ESR -1917) WITH 2 I/ QED FLOOR SLAB ` \ •• • ; ° �4 . — J / (6) - #12 SCREWS AT EXIST MTL DECK OR EACH ATTACHMENT COMP CONC SLAB DIAL BRACE / / / EXIST BAR STEEL BEAMS O.C. MAX • ;— ; \ CONNECTION / / / / / EXIST MTL DECK OR "x >� AT EXIST BEAM A ° .. ' • °° :. d a ° I EXIST 3"x 3 1 < GA ` FRAMING / i MAX T:CE (3) DIAG.: 12 C- - #12 ' S BR ° E I �I d p a a . a d GONG BEAM OR ;. �. ; ' a JOIST • ,a n - L tiN4 B VIEW A -A \V� I � i 2./ - JOIST I DIAGONAL (2) -1/4" DIA CONC ANCHORS (KNIK BOLT TZ 5 HILTI)(ICC -ES ESR -1917) WITH 2 1/2" EMBED AT EACH END OF FRAMING CLIP III I I I `—. - 1 `— - 0 EXIST OR DIAG BRACE - BEAM 1 - / CHORD FLG O \ \ DIAG BRACE 0 0 CONTINUOUS 2 \ \ \ \ \ \ \ I MAX VIEW C-C 1 Gera 13081 PERPENDICULAR TO DECK SPAN EXISTI G COMPOSITE DECK 3 1/2" f NOTE: BEFORE INSTAL I ANCHORS, CONTRACTOR. SHALL VERIFY WITH MALL MANAGEMEN THAT ATTACHMENT - OWN IS ACCEPTABLE. CONTRACTOR MUST VERIFY WITH MALL MANAG' ENT THE ALLONABL DEPTH OF FASTENER PENETRATION. VIEW 5 -B JOISTS OR @ 6' -0" DIAGONAL PERPENDICULAR EXIST BAR STEEL BEAMS O.C. MAX —� JOISTS OR 6' -0" T /AC DIAGONAL BRACING CONNECTION: CAST- -P ,PRESTRESSED OR POST TENSIONED CONC. 1 1 /2" = 1' -0 ( ' I _ a • '° 1_ _ — -._-r _ _ — •�6 tea- . d d.'. � � : f —• ' A - � � � ° • e" - a ° d ° • • � CONC 12 CLIP _ —+d : , � �' � � - -IOR TO DRILLING .HOLES FOR ANCHOR INSTALLATION, CO ' -ACTOR SHALL LOCATE EXISTING STEEL REINFORCING WITH ' ∎GNETIC METER OR OTHER NONDESTRUCTIVE TEST METHOD. SHIFT CONNECTIONS AS REQUIRED TO MISS REINFORGI c' BAR — TO EXIST #12 SCREWS (TYP) D (2) 2x2x0' -3 ", 12 GA _ 2 "x 2" INIMUM) x 12 GA e, Nfrill* —��— A j �� STEELS BEAMS VIEW B -B CONNECTION � 0 o x� FRAMING CLIPS FRAMING CLIP x 0' -6" LONG 3) - #8 SCREWS CENTER DOWN DOCK ANCHOR AT -FLUTE OF NOTE: WHEN INSTALLI �- ANCHORS INTO CONCRETE, ANY DETERIORATED, SPALLING AND /OR DEFE ' IVE CONCRETE ENCOUNTERED MUST BE BROUGHT T. THE IMMEDIATE ATTENTION •F THE OWNERS REP. AND ARCHITECT FOR EVALUATION BEFORE CONTINU1 WITH INSTALLATION OF THE CONNECTION SEE � �� - l !iii ' I A #12 SCREWS, TYP rOR •DIAGONAL BRACE I 'STALLING ANCHORS CONTRAC OR SHALL VERIFY WITH M ° L MANAGEMENT` THAT ATTACH ENT SHOWN 15 ACCEP ►.ABLE. B� 1 — B - - �BEFORE (2) -1/4" DIA CONC ANCHORS (KWIK BOL TZ BY HILTI)(ICC -ES ESR -1917) WITH 2 1/2 EXIST PRECAST \ \ DIAGONAL BRACING 1 C o o x DIAGONAL EMBED \ Oil DIAGONAL PARALLEL 1.______ SEE VIEW B -B FOR TO EXIST BAR JOISTS CONNECTION PARTIAL PLAN VIEW 1 C DIAGONAL BRACING VIEW D -D �Cl�lr�GL!/ INTIMATES OR STEEL BEAMS DIAGONALS PARALLEL TO EXIST BAR JOISTS OR EXISTING' JOIST NOTE: BEFORE INSTALLING ANCHORS, CONTRACTOR SHALL VERIFY NIT MALL MANAGEMENT THAT ATTACHMENT SHOWN IS ACCEPTA E. CONTRACTOR MUST VERIFY NI ' MAL MANAGEMENT THE ALLOWAB ' DEPTH OF FASTENER PENETRATI• I . ~ • I � i 0 • • PARALLEL TO STEEL BEAMS DECK SPAN CODED NOTES: m N Ol 6" 16 GA MTL STUD OI CONTINUOUS STORE NO: 5381 �� EXIST CONC FLOOR SLAB 6 4,II- Afpr 2 "x2'Ix01 -6" LG, ALTERNATE DIAGONAL BRACING ATTACHMENT TO EXISTING �/ PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO : 1 16 TUKWILA, WA 98188 WITH 6 ", 16 GA DEEP LEG TRACK. �- l GA FRAMING (E) - #12 CREWS DIAG BRACE O2 2 x 2 x 12 GA x 6" LG FRAMING CLIP, ONE SIDE OF DIAL, W/(3) - #12 #12 SCREWS @ 6 OJOIST O.C. " SCREWS EACH LEG. MAX AND 2" FROM EACH CONTACT ARCHITECT FOR REVISED DETAILS IF OR BEAM SPACING EXCEEDS 6' -0° SEE VIEW B -B FOR CONNECTION ARTIAL PLAN VIEW E. DIAGONALS PERPENDICULAR TO STRUCTURE DIAGONAL PERPENDICULAR TO JOIST EXIST BAR JOISTS OR STEEL BEAMS _ • • • . -, { °' ° q ' ' IQ , "' •.. ..® (2) -1/4" DIA CONC ANCHORS (KWIK BOLT TZ BY HILTI)(ICC =E5 ESR - 9917). WITH 2 1/2" EMBED END 1 1/2" = 1' -0 TYPICAL DIAGONAL BRACING CONNECTION ATTACHMENT TOE BAR v JOIST OR STEEL BEAM N.T.S. C DESN TYPE: LINEN & LACE �` 7ALDGONALBRANGCONNECTION CAST CONCRETE PLANKS - _ BEFORE INSTALLING ANCHORS, CONTRACTOR SHALL VERIFY WITH MALL MANAGEMENT THAT ATTACHMENT SHOWN IS ACCEPTABLE. �_.J.i ENGINEER TO REVISE SCREW SIZE FRAMING CLIP .BASED UPON ACTUAL LOADING I REVISIONS: , „ „ ,- I, 3x3 xl 0 LG, 12 GA FRAMING CLIP ', <I *' 3 - #12 SCREWS ( ) 2 "x2 "x0' -611 LG LG, 12 GA FRAMING CLIP W/(3) - #8 SCREWS EA LEG ENGINEER TO REVISE SCREW SIZE $ FRAMING CLIP BASED UPON ACTUAL LOADING REQUIRED BY DATE 2x2x12 GA x 6" LG FRAMING CLIP, ONE SIDE (TYP END) w/(3) - #12 MTL SCREWS INTO MTL STUD WOOD SCREWS INTO WOOD EXIST WOOD EACH AND. (3) - #12 DIAG- BRACE DIAG BRACE ■ CONTINUOUS TRACK REVIEWED FOR PERPENDICULA CENTER DIAGONAL STUD (GAUGE TO MATCH NALL STUD, CODE COMPLIANCE EXCEPT USE 20 �I���O�E� GAUGE MIN TRACK) oal JpN 16 2013 WHERE DIAGONAL IS TO DE =P. DECK 6005162 -43 MTL STUD BLOCKING , (2) -1/4" DIA CONC ANCHORS (KNIK BOLT TZ BY HILT! )(ICC -ES ESR -1917) EXIST CONC FLO•° AT DIAGONAL, ATTACH TRACK TO WALL STUD w/(2) - #8 SCREWS EACH SIDE. WALLS NM 1 �/ I li i , I WITH 2 1/2" EMBED 3 #8 SCREWS 3. ,►/211 SLAB ATTACHED TO TOP OF WALL CiI� ©'� Tukvulla BUILDING DIVISIO O — A SCREWS EXIST WOOD FRAMING `INDICATES NO REVISION TO THIS $HEET • • ... d. a , . • ,. • • • ; • E e'e r. Q. d d + + �� d• CHECKED BY: LMM/KMM DIAL BRACE 2"x2" (MINIMUM) x0' -6" ( ) // LG, 12 GA FRAMING CLIP (CENTER CLIP IN "UP" FLUTE OF DECK). AG PERPENDICULAR TO E T WOOD FRAMING �� #12 SCREWS @ 6 O.C. MAX AND " ROM EACH E 2x2x12 GA x 6" LG FRAMING CLIP, ONE SIDE W/(3) - #12 MTL SCREWS EACH LEG \ \ \ \ \ \ 6 23 R G hfi �.�1s A yCI'•Id`I CEip"zII.I' S.I.1nME9CGIC L,1';.[,. OF WASHINGTON I ' � w ) v : �,.. EC'°I' TON CONNECT TO EXISTING STRUCTURE PER DETAIL A /A11.3 DIAGONAL BRACING OPTIONS" _ DIAG BRACE 20 GA. DIAGONAL BRACE OPTIONS: DIAGONAL LENGTH- DIAGONAL LENGTH- PARALLEL TO 60051- - ■ STUD 0 • EP T UP TO 101 -0" 101 -1" TO 18' -0" * DECK SPAN SINGLE 3 5/8 ", DBL 3 5/8 ", 20 GA. STUDS WITH 15/8" 20 GA. DIAGONAL WIDE FLANGES 1 5/8" -- 1 5/8" °-N� 2 "x2 "x0' -6" LG, 12 GA F -AMING CLIP W/(3) - #8 SCREW = EA LEG EXIST _CONC FLOOR SLAB �� / C� ��+ �.o T �9�o I � r1i,9 I LE I I_ #8 SCREWS @ 12 "G /G BEFORE INSTALLING ANCHORS, CONTRACTOR SHALL VERIFY NI MALL MANAGEMENT THAT ATTACHMENT SHOWN IS ACCEPTABL ` EDA SECTION . • ,'• d Z' . • 9d .• . • .o . a: ,— � � °.,a � • •'.:: d °' • ° ' • '. d" ° _ VIEW A -A VIEW B -B 1/2 " =1'-O" SPACING OF DIAGONAL BRACING *CONTACT ARCHITECT FOR LENGTHS LONGER THAN 18' -0 ". =�1 // DIAG BRACE PERPENDIGU AR TO ROOF BEA =�� �I' + + I� / II' I � EXIST STL BM INTERIOR PARTITIONS - 48" O.C. MAX STOREFRONT FRAMING • - O.C. MAX EXTERIOR WALLS - O.C. MAX 2x2x1 GA x END w/(3) WO'D SCREWS J1 6" LG FRAMING CLIP, EA'H SIDE (TYP EACH - #12 MTL SCREWS INTO M STUD AND (3) - #12 INTO WOOD EXIST WOOD DECK DRAWING,IT�ITLIE:' pp� STRUCTURAL DETAILS * CONTINUOUS TRACK (GAUGE TO %� MATCH NALL STUD, EXCEPT VIEWS A -A * B -5 / USE 20 GAUGE MIN TRACK) A11.3 / //I �1iI iI 'I G9 ' • . , DIAG BRACE PARALLEL I DATE ISSUED: 11 /07/2012 NOTE: FOR DOUBLE STUD DIAGONALS, "SECOND" STUD SHALL END AS CLOSE AS POSSIBLE TO .END CONNECTION TOP BOTTOM. (4) - #8 SCREWS + ( � CONNECT TRACK TO VERT STUDS W /(1) - #8 SCREW IN EACH FLANGE OF EACH STUD, EXCEPT INSTALL (2) - #S SCREWS IN EACH FLANGE AT VERT STUDS WITH DIAGONALS RECEIVED CITY " TIlK1rl�IL�O NALL OR STOREFRONT STUD. ..r NOV ;2012 PERMIT CENTER EXIST WOOD FRAMING 6 #12 SCREW @ 6"c /c 6005162 -54 MTL STUD WITH 600T250 -54 DEEP LEG TRACK PROJECT NO: 120421 TO ROOF BEAMS. DIAG BRACE FOR SEISMIC DESIGN CATEGORIES C, D, E $ F, ENGINEER SHALL SPECIFY SE 1' IC DRAWING NO: Al 1 CONNECTION TO RATED ANCHORS, SUCH AS KNIK-BOL STEEL BEAM TZ ANCHORS. ,� ,� 11 DIAG PARALLEL TO 2 3/4 WOOD FRAMING TYPICAL DIAGONAL BRACING CONNECTION COMPOSITE MTL DECK/ CONC SLAB ON STL BEAMS 1 1/2 " =1' —O" YPICAL DIAGONAL BRACING CONNECTION WOOD FRAMING WO 1 112" = 1' -0" TYPICAL DIAGONAL BRACING SEISMIC DESIGN CATEGORY D, E & F 1" = 1' —O" A •3 - - PLOTTED: 11/8/2012 9:03 AM 1� B.O. STRUCTURE �r OWNER: chico's 11215 METRO PARKWAY FT. MYERS, FL. 33966 h,aze--,,,%%%,,,,,,,..._•00000,0,---.%.._. doe-, r f ] 1. ALL LIGHT FIXTURES * AIR DIFFUSERS SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100% OF THE FIXTURE WEIGHT. 2. 12 GA. HANGER WIRES SHALL BE ATTACHED TO THE GIRDER MEMBERS WITHIN 3" OF EACH CORNER OF ALL FIXTURES. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. 3. FIXTURES AND DIFFUSERS NEIGHING 20 LBS BUT NOT MORE THAN 56 LBS. IN ADDITION TO THE ABOVE REQ'S SHALL HAVE (2) 12 GA. HANGER WIRES CONNECTED FROM THE HOUSING TO THE STRUCTURE ABOVE. THESE HIRES MAY BE SLACK. 4. FIXTURES * DIFFUSERS WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE BY APPROVED HANGERS. 5. IT IS ACCEPTABLE TO ATTACH LIGHT WEIGHT ITEMS SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4" NOMINAL DIAMETER, TO THE SUSPENDED CEILING HANGER WIRES, PER SECTION 300- 11(a), 1990 N.E.G. SEE DETAIL ABOVE. (L . 3/4" UNATTACHED SIDE HANGER WIRE NOT TO EXCEED 6' -0" SPLAY BRACE WIRE > 8" (MAX.) OR 1/4 LENGTH OF DIST. TO FIRST MAIN 'J I � / 3/8" ATTACHED SIDE / f'CONT. HORIZ. STRUT TO PREVENT SPREADING OF RUNNERS 2" 2 WALL TRIM CROSS TEE MAIN RUNNER LAY -IN CEILING TILE NOT USED S NOT USED M SUSPENDED CEILING DETAIL WALL @ Iv.T.s. H FIXTURE ATTACHMENT DETAIL N.T.S. D _ ANGLE BRACKET OR CLIP. ATTACH PER MANUFACTURER'S RECOMMENDATIONS MINIMUM 3 TIGHT TURNS B.O. STRUCTURE ,� SEISMIC A41 itist LOCKING PIN 1 `p MAIN RUNNER Allk ICC ESR -1222 OR EQUAL y I TOP CLIP (MECHANICALLY FASTENED) J SPRINCLIP (u� :E:1:: ATTACHMENT HOLES COMPRESSION POST ® INTIMATES 1,, I STORE NO 5381 CROSS TEE ,, PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 BULB CLIP (MECHANICALLY FASTENED) NOT USED R NOT USED L SUSPENDED CEILING DETAIL Iv.T.s. G LOCK CLIP CROSS TEE MAIN RUNNER N.T.S. DESIGN TYPE: LINEN & LACE - - C LOS ANGELES CITY APPROVED RESEARCI-1 REPORT NUMBERS FINISI4 FLOOR NOTE: DESCRIPTION MANUFACTURER LARK# REVISIONS: STRUT SIZING CHART NOTES _ - NIGH SEISMIC FASTENING, TO STRUCTURE ABOVE TO COMPLY WIYH LANDLORD AND/ OR LOCAL BUILDING DEPARTMENT JURISDICTION. CONFORM TO BASIC MINIMUM REQUIREMENTS ESTABLISHED IN ASTM 0636. HILTI ENP142- 21 -L15, X- EDN19 -THQ12 OR X - EDNK22- THQ12 FASTENERS AND SELF- DRILLING SCREWS, BUTTON PUNCHES FOR STEEL DECK AND CONCRETE- FILLED DISPHRAGM ATTACHMENT. HILTI, INCORPORATED 25296 REQUIRED BY: DATE SIZE MAX NT 0.5 „ DIA X 22GA 3' -0" 1. ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING. 2. INSTALL CLG GRID USING #12 GA HIRE HANGERS @ 4' MAX O.G. * 8" MAX FROM PERIMETER HALL. 3. HEAVY DUTY GRID SYSTEM REQUIRED. 4. CEILING AREA > 1000 SQ FT TO HAVE HORIZONTAL RESTRAINT HIRE AND RIGID BRACING, SEE DETAIL G/A11.5 5. CEILING AREA > 2500 SQ FT TO HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITION. 6. CEILING WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TR PE ETRATIONSIM RINGS FOR SPRINKLERS AND OTHER 7. CHANGES IN CEILING PLANE MUST NAVE POSITIVE BRACING. 8. GABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. 9. SUSPENDED CEILINGS HILL BE SUBJECT TO SPECIAL INSPECTION. 10. LIGHT FIXTURES (ALL TYPES) TO BE MECHANICALLY ATTACHED TO GRID PER NEC 410 -16 (TWO 12 GA HIRES PER FIXTURE UNLESS INDEPENDENTLY SUPPORTED). Il. AIR TERMINALS: < 20 LBS - POSITIVELY ATTACHED TO GRID 20 TO 56 LBS - POSITIVELY ATTACHED TO GRID AND TWO 12 GA HIRES TO STRUCTURE (MAY BE SLACK) > 56 LBS SUPPORTED DIRECTLY TO STRUCTURE BY APPROVED HANGERS. DIETRICH INDUSTRIES STEEL CURTAIN HALL AND LIGHT GAUGE STRUCTURAL FRAMING PRODUCTS. . DIETRICH INDUSTRIES, INC 25889 PERFORMANCE REQUIREMENTS: THE MAIN RUNNERS AND CROSS RUNNERS OF THE CEILING SYSTEM AND THEIR SPLICES, INTERSECTION CONNECTORS AND EXPANSION DEVICES SHALL BE DESIGNED AND CONSTRUCTED TO CARRY A MEAN ULTIMATE TEST LOAD OF NOT LESS THAN 150 POUNDS (801 N) OR TWICE THE ACTUAL LOAD, WHICHEVER IS GREATER, IN TENSION WITH 5- DEGREE MISALIGNMENT OF THE MEMBERS IN ANY DIRECTION, AND IN COMPRESSION. IN LIEU OF 5- DEGREE MISALIGNMENT, THE LOAD MAY BE APPLIED WITH A 1 -INCH (25.4MM) ECCENTRICITY ON A SAMPLE NOT MORE THAN 24 INCHES (610 MM) LONG ON EACH SIDE OF THE SPLICE. THE CONNECTIONS AT SPLICES AND INTERSECTIONS SHALL ALL BE OF THE MECHANICAL INTERLOCKING TYPE. 0.75" DIA X 22GA 4' -3" DRIL -FLEX STRUCTURAL FASTENERS. ELCO INDUSTRIES 25095 1 " DIA X 20GA 5' -O" HILTI POWDER DRIVEN FASTENERS HILTI ' INCORPORATED 25646 SELF - TAPPING SCREWS ITN BUILDEX 23%8 I DIA X 20GA 7' -0" „ 1/2 EMT - RUN TIGHT TO STRUCTURE CEMCO STEEL STUDS CEMCO 24923 1.5" DIA X 2OGA 6' -6" USG - 25046 • INDICATES NO REVISION TO THIS SHEET 2" DIA X 20GA 1I' -6° GYP. CRETE - 24229T ABOVE (4' -0" MAX. FOR 1 /2 "d)) SECURE SUPPORT WIRES TO EXISTING STRUCTURE OR STUD INFILL 12 GA. VERTICAL HANGER HIRE DRAWN BY: ALW CHECKED BY:KMM 2.5" DIA X 18GA 14'_6" US DUROGK BOARD - 25092 3" DIA X 18GA 17'-3° D -BLAZE FIRE - RETARDANT PLYWOOD VIANCE, LLC 24502 v ARMSTRONG FIRE -GUARD ACOUSTIC TILE ARMSTRONG 22343 3.5" DIA X 16GA 23' -3" 692 REGISTERED ����A �" ;r fl f^ °,aE� {;, „,, <'• �,1�9id11J "s �1':il;ra t � TEK SCREWS: ITN BUILDEX 25915 4� v d t COMPRESSION STRUT REQUIRED @ EACH SEISMIC RESTRAINT 12' -0" O.G. EACH NAY AND WITHIN 6' -0° OF EACH WALL u ii EMT TIGHT 1 5/8,!i_. HILTI HIT HY MAX: HILTI, INCORPORATED 25881 COLUMN SUSPENSION SYSTEM N.T.S. 1— 1 N O T 1 USED 1/4 TAPCON CONCRETE SCREW: " - 24953 -BUTT TO ME METAL JOIST FRAM ING DRILL 6/32” HOLE FOR 1/8" BOLT AND - GLASS FIBER REINFORCED CONCRETE - 4359 2" MAX I UNATTACHED WALL 62" MAX = x _I r \ 71 Li / . , �nP ' •�0 LOCKNUT AFTER LEVELED �p:; 4 CEILING SYSTEM IS REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2013 City of Tukwila BUILDING D V ION HILTI KWIK BOLT 3 HILTI, INCORPORATED 2`'577 PERIMETER SUSPENSION POINT FIELD SUSPENSION POINT COMPRESSION STRUT WHERE w OCCURS 8' -0" O.G. NOT FARTHER THAN 6' -0" FROM 4 3 WALLS I-- III II it I[ I IIIIIIIIII 1 . BRACING WIRES SECURED TO MAIN RUNNERS WITHIN 2" OF GROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING 2. FOR ROOMS WITH SPAN IN EITHER DIRECTION LESS THAN 25', MAIN RUNNERS AND GROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER OF TWO ADJACENT WALLS WITH 3/8° CLEARANCE BETWEEN THE RUNNERS AND THE OTHER 2 WALLS. WHERE SPAN OF THE CEILING SYSTEM BETWEEN PERIMETER WALLS EXCEED 25' IN BOTH DIRECTIONS, A MINIMUM WALL ANGLE SIZE OF AT LEAST 2" HORIZONTAL LEG SHALL BE USED AT PERIMETER WALLS AND 3/4" INTERIOR FULL HEIGHT PARTITION. THE FIRST TILE SHALL BE 3/4 CLEAR FROM HALL SURFACE. 3. WHEN THE DISTANCE BETWEEN STRUCTURAL DECK AND THE CEILING EXCEEDS 4', THE SPACING OF THE VERTICAL HANGERS SHALL NOT EXCEED 2' O.C. ALONG THE ENTIRE LENGTH OF THE MEANS OF EGRESS SERVICING AN OCCUPANT LOAD OF 30 OR MORE AND AT LOBBIES ACCESSORY TO GROUP A OCCUPANCIES. �������i���� �� ..� .. ...II • — DRAWING TITLE: EISMIC DETAILS AX i MA ����11��� PERIMETER SUSPENSION POINT HEAVY DUTY MAIN RUNNER GROSS TEE��������'� �������� 1114401114*4.1" ��� ` � /� x 4 Per to) 1 5/8" x 16 GA. METAL JOIST FRAMING @ 48" O.C. � REFER TO C/A11.5����,���� 18 = .' ..� =1011�E 48 . „ 2" PERIMETER SUPPORTING CLOSURE �_ ANGLE DATE ISSUED: 11/07/2012 RCP ATTACHED -KVQ� WALL H � ( 4) -10 A. SPLAY WIRES - SPLAYED '-r- q0° FROM EACH OTHER AND 45° (MAX.) FROM CEILING PLANE CEILING A11.5 STRUCTURE HANGER WIRE 7/8" CHANNEL FURRING @ 16" O.G. SECURE TO 1 5/8" METAL JOIST FRAMING WITH MINIMUM 8 GA. WIRE RBCEVED NOTE: L/R = RATIO NOT EXCEED 200 CITY OF TUKWILA PROJECT NO 120421 HEAVY DUTY SUSPENDED CEILING ASSEMBLY \� Z N = LTA a z REFER TO A /AI1.5 2 E ----tu DRAWING NO REFER TO SCHEDULE F/A11.5 FOR NOV 1 9;2012 LARR #'S AS REQUIRED.. PERMIT CENTER 12 GA HANGER HIRE LATERAL BRACING STABILIZER BAR GRID PERIMETER RIVETED ELEVATION V All NOT USED N RESEARCH REPORT SCHEDULE N.T.S. CEILING LAYOUT SEISMIC HEIGHT N.T.S. N. E GYP. BD. CEILING SUSPENSION SYSTEM N.T.S. n /`1 � - - PLOTTED: 11/8/2012 9:03 AM FITTING ROOM LOUNGE SALES EDGE OF ENTRY PORTAL OWNER: CIIICOIFS 11215 METRO PARKWAY FT. MYERS, FL. 33966 5.S: FLOOR TRANSITION BY SCI- ILUTER SYSTEMS 'SCNIENE' NOTE: ALIGN TOP OF TILE FLOORING WITH TOP OF S.S. TRANSITION STRIP TENANT VCT FLOORING TENANT TILE FLOORING BASE (BEYOND) OF WOOD TRIM EDGE, OF WOOD TRIM ALIGN VINYL PLANK WITH 'OUTSIDE EDGE EDGE ALIGN WITH OUTSIDE EDGE OF SALES SIDE TRIM OF LOUNGE SIDE TRIM TENANT VCT F• L OOR.. ING , ,� :: , ..' .. :: ' i ♦ o e e ♦ e s i♦ o o e ♦♦e ♦°♦ e e ♦♦°♦e o♦°♦ei ♦ e°0e♦ ♦°♦e ♦ ♦e°♦♦♦e ee°0ee♦ e°e♦ e♦♦ O♦00 e♦O• •Q ♦ 0 ♦e Q ♦♦ °o e♦♦♦ 'O ♦ ♦ ♦ o ♦♦ 0♦♦ °♦ ♦♦ e ie ° ♦ ie ♦ ♦♦ O ♦ ♦ °♦♦ e ♦O' e ♦ O♦♦ ee eo ♦°o♦o Doe O♦o ee♦♦ e ♦ ♦e ♦ ♦ ♦♦ ♦ o♦ ♦ ♦o o♦ ♦oo♦ ee �e ♦ ♦�e o 0eo 0♦e 0♦♦ 0 ♦• ♦♦O . o ♦Q♦e ♦♦ ♦♦e ♦ ♦♦QeOee e ♦ ��• �♦♦ Ao �♦ �e♦ �ee �♦♦ ♦e ♦ ♦ �e♦ �♦♦♦ .♦. e�♦. ♦ o♦ o♦ ♦e♦ .e.e ♦..e .♦ e. 0e♦ ee • e e s0♦ ♦ • e • • • ♦ ♦♦ ee ♦♦ ♦♦�� ♦�.�� �♦�� eIL � • � o :�«Z a� �-_- .���� .° c {2° 1 ", ". r a 3 K 'a a - a° .. • . ,• •♦ ° 4 ♦ ° r :'' r 4 r .• •8 ,• ti - ..• a, ♦ .' ♦ '''l ..• ,. • 4 � • • �. 4 - • ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR MATERIALS MUST BE FLUSH AND LEVEL. NO REDUCER STRIPS SHALL BE PERMITTED. TO ALIGN ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR MATERIALS MUST BE FLUSH AND LEVEL. NO REDUCER STRIPS SHALL BE PERMITTED, . . . . 4 4Q d • 4Q , • 4 ' .. • . . Q • a 4 VINYL PLANKS CUT DOWN TO FLOAT FLOOR AS REQUIRED EQUAL WIDTHS RANDOM FLOORING STAGGER PATTERN AND WITH THRESHOLD - — — — W • Gera 13081 PARALLEL EXISTING SUBSTRATE STAGGER ALL SEAMS OF SUBSTRATE. STAGGER SEAMS BETWEEN SUBSTRATE AND FLOORING G.C. TO FLOAT FLOOR A MINIMUM OF G.C. TO ADJUST SETTING BED UNDER FLOORING TO ACHIEVE FLUSH TRANSITION STAGGER ALL SEAMS OF SUBSTRATE. STAGGER SEAMS BETWEEN SUBSTRATE AND RUBBER FLOORING 6' -o" FROM TRANSITION STRIP TO ALIGN VCT FLOORING TO TILE FLOORING G.C. TO ADJUST SETTING BED UNDER FLOORING TO ACHIEVE FLUSH TRANSITION EXISTING SUBSTRATE FITTING ROOM LOUNGE ENTRY TRANSITION FULL S VINYL TO TILE FLOOR TRANSITION FULL D _ _ FITTING ROOM LOUNGE FITTING ROOM HALLWAY FITTING ROOM LOUNGE LINE OF F.R. DOOR CASING BEYOND LINE OF DOOR CASING BEYOND EDGE OF METAL DOOR JAMB TENANT VCT FLOORING . \ - LINE OF DOOR CASING BEYOND DOOR JAMB OF VINYL FLOORING TRANSITION STRIP DOOR STOP EDGE; OF WOOD DOOR JAMB t EDGE OF WOOD DOOR STOP LINE OF DOOR CASING BEYOND ALIGN VINYL PLANK WITH OUTSIDE EDGE OF LOUNGE SIDE JAMB CASING — TENANT VCT FLOORING LINE OF CASING BEYOND EDGE OF METAL DOOR JAMB ALIGN WITH OUTSIDE EDGE OF PLANK W/ LOUNGE SIDE JAMB CASING REVIEWED FOR CODE COMPLIANCE APPROVED ��� 20,� City of Tukwila BUIL I N DING DIV SIO NOTE: ALIGN TOP WITH TOP OF S.S. S.S. FLOOR TRANSITION BY SCHLUTER SYSTEMS TENANT CARPET r 'SCNIENE' FLOORING , n :....... :. ,<' ..::.... . .. .. .. , . . ......: .. -.,.• ....... .:••,. ..: .. • • • ., .,. : ''. •12111911411210,1111121114511111/11111N13111 • • .. .. Jo r n, a INTIM /MS v 4Q '' - . 4 Q d 4 4 : - A • LOUNGE /NON SALES DOOR • • 4 I p . . . p •' . Q . ' 4 • • 4 ' _ A • • • - " ^ LOUNGE /FITTING ROOM DOOR ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR MATERIALS MUST BE FLUSH AND LEVEL. NO REDUCER STRIPS SHALL BE PERMITTED. ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR MATERIALS MUST BE FLUSH AND LEVEL.! NO REDUCER STRIPS SHALL BE PERMITTED, STORE NO: 5381 ONE PLANK CUT DOWN TO SIZE PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 FLOAT FLOOR AS REQUIRED TO ALIGN STAGGER ALL SEAMS OF SUBSTRATE. STAGGER SEAMS BETWEEN SUBSTRATE AND FLOORING ONE VINYL .PLANK CUT DOWN TO FLOORING FIT OUTSIDE CASING TO OUTSIDE ALIGN EDGE OF FG -1B OUTSIDE CASING TO OUTSIDE CAS ING STAGGER ALL SEAMS OF SUBSTRATE. STAGGER SEAMS BETWEEN SUBSTRATE AND WITH OUTSIDE OF CASING G.C. TO ADJUST UNDER FLOORING SETTING BED TO ACHIEVE CASING G.C. TO ADJUST SETTING BED UNDER FLOORING TO ACHIEVE FLUSH TRANSITION EXISTING SUBSTRATE FLOORING EXISTING SUBSTRATE FLUSH TRANSITION VINYL TO CARPET FLOOR TRANSITION FULL L VINYL TO VINYL FLOOR TRANSITION FULL DESIGN TYPE: LINEN & LACE _ _ I TRANSITIONS BETWEEN DI5 ILAR FLOOR MATERIALS MUST =; FLUSH AND LEVEL. NO REDUC ' STRIPS SHALL BE PERMITTED. ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR MATERIALS MUST BE FLUSH AND LEVEL. NO REDUCER STRIPS SHALL BE PERMITTED. REVISIONS: REQUIRED BY: DATE EDGE 0 P'YWALL BEYOND JAMB �� \ ► \S� - T �"fT = FOR I I I NG DOOR ST* - BEYOND S.S. FLOG- TRANSITION S.S. FLOOR TRANSITION STAGGER ALL S - S OF SUBSTRATE. STAGG'- SEAMS BETWEEN SUBSTRATE ° D FLOORING BY SC TER SYSTEMS ' ' 'SCI-1 E STAGGER ALL SEAMS OF SUBSTRATE. STAGGER SEAMS BETWEEN SUBSTRATE AND FLOORING BY SCHLUTER SYSTEMS SCNIENE ' EDGE OF METAL • ►•R NOTE: ALIGN TOP OF TIL OORING 'I' DGE OF DRYWALL EDGE OF METAL DOOR JAMB FLOAT FLOOR AS REQUIRED TO ALIGN CARPET TO FITTING ROOM FLOOR FINISH WITH TOP OF 5.S. TRANSITIO IP 5.5. FLOOR TRANSITION 'SCNIENE' _ NOTE: ALIGN TOP •F TILE FLOORING WITH TOP OF S.S. -ANSITION STRIP MALL MATCH TILE FLOORING _� . (E) MALL TILE FLOORING _ NOTE: ALIGN TOP OF TILE FLOORING WITH TOP OF 5.5. 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I of II H 1 11 1 Ill I1 11 I fl f f r N I f I 111 Ill fir lrr I I .,� r I I 1 I N II ulI , N If1 I ffl I II 1 I 1 I , II VIII , , In y I! 1 Ili I „II,,,JI�,111II r If I II 11 rf" ll I I( • • % ... .. .....:. ...... • ............... . "INDICATES NO REVISION TO THIS SHEET ........... 4 4 Q p .6 .. Q G.C. TO FLOAT FLOOR A MIN ■ M OF 6' -0” OUT FROM TRANSITI• I STRIP TO ALIGN TILE TO TILE LOOR 4 4 • 4 4 4 Q p' • Q Q G.C. TO FLOAT FLOOR A MINIMUM OF 6' -0” OUT FROM TRANSITION STRIP TO ALIGN TILE TO TILE FLOOR ., 4 • d Q 4 p u. p �. Q 4 4 • p. • • • • 4 � �1 A • LOUNGE /FITTING ROOM DOOR ALL TRANSIT IONS BETWEEN DISSIMILAR FLOOR MATERIALS MUST BE FLUSH AND LEVEL. NO REDUCER STRIPS SHALL BE PERMITTED. DRAWN BY ALW CHECKED BY: LMM /KMM WOOD PLANKS EQUAL WIDTHS CENTERED ON STAGGER ALL SEAMS OF SUBSTRATE. STAGGER SEAMS BETWEEN SUBSTRATE AND DOOR JAMB AND PARALLEL WITH THRESHOLD „ ;? 6t EG8 aTa &a � . Q ARCHITECT (� pp a 1 i\1..p 2. SIMEMr3HOC -1,- i-p ) / I G.C. TO ADJUST SETTING BED NDER FLOORING TO ACHIEVE • _ TRANSITION IN EXISTING SUBSTRA EXISTING SUBSTRATE FLOORING EXISTING SUBSTRATE r • • I TO CARPET FLOOR TRANSITION r4VALL FULL TILE TO MALL TILE TRANSITION FULL TILE TO MALL TILE TRANSITION _ _ B _ G.G. TO PROVIDE A.D.A. COMPLIANT MARBLE THRESHOLD AT TOILET ROOM DOOR. SEAL, CAULK, FLASH AND INSTALL PER MANUFACTURE INSTRUCTION. 2 ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR MATERIALS' MUST BE FLUSH AND LEVEL. NO REDUCER STRIPS SHALL BE PERMITTED. sl e, ' A BACKSIDE OF CHAMFERED EDGED OF TILE SOLID SURFACE NOTE: G.C. TO START AND STOP 5.5. FLOOR TRANSITION STRIP TIGHT TO EACH SIDE OF DUSTPROOF STRIKE COLOR TO MATCH FLOORING ALIGN TOP OF BOTH FLOORING MATERIALS WITH TOP OF ZING DIVIDER STRIP frirooff , All. DOOR JAMB 1 /8” MAX. \ PREPARE SLAB BELOW TILE FLOORING PER MANUFACTURERS SPECIFICATIONS -SHOT BLAST /SKIM GOAT AS REQULRED TENANT TILE FLOORING 1 TENANT TILE FLOORING DUST PROOF STRIKE GROUT TO BE RECESSED AT TILE JOINT. CONTRACTOR TO REMOVE ANY EXCESS ADHESIVE OR MORTAR FROM JOINT AREA PRIOR TO INSTALLATION DRAWING TITLE: FLOORING TRANSITIONS AND DETAILS 2 DOOR STOP ° °®tee °i ° °'s °i ° ° °i °� °i ° °s° ins ° ° °i °o''' °i i °i °i °'i I. •r °i i, • �e..:®:®. t* •. o.. o:���e...�.�.�s�.� . ......::..:����� 1e ∎ ♦1'♦ ∎♦4e1 ♦S te ∎♦ ♦yea♦♦ ♦tee ∎ems♦ ♦♦ met ♦ ∎♦♦ ♦ ♦ te∎♦♦∎♦•♦ s♦ i�i�i�o�e�♦ �eO�e:♦: e:♦♦♦♦♦♦ �e�♦�e� ♦�e:♦�♦�♦O�e� ♦�e� ♦�eZ! ■ w DRILL A 1" DIA. HOLE X 2 I /2" DEEP AND SET STRIKE IN SILICONE. TOP OF STRIKE MUST SIT FLUSH ON TOP OF FINISHED FLOOR. RECTANGULAR PLATE TO RECESS DOWN INTO FLOORING VINYL FLOORING I MAX r r MAX VINYL FLOORING YL • • ' • i , a• : .` :° ° ° ° a q a . ` ^^ Q E 4 D • A 4 I' ° a a 1 a • • °• • : • :o • 4 °• • a. • ; : , : , ...:• , ' , • .... •:. , .:•:.: . :..`:.•. ' :',• 1 a OT EL TRANSITION SMOOTH AND ILEV R T VERIFY F ELD • .`:';.`:: a a .4 a • • • 4 • ' a • 4 4 4 a � A n DATE ISSUED: 11/07/2012 TENANT VCT FLOORING GROUT TO BE RECESSED AT TILE JOINT. CONTRACTOR TO REMOVE ANY EXCESS ADHESIVE OR MORTAR FROM TO INSTALLATION JOINT AREA PRIOR T ST ON NOT FILL FLUSH ^^ TENANT TIL E TENANT TI L :...:.. - .., . . ,.;... :.. •.. • ..• .• . .: .,..:. .... • .., .• : ` ' CONCRETE E TO ADJUST SETTING BED TO FLOORING FLOORING • . d 4 • d 4 d • A G.C. TO SUPPLY AND DO PROJECT NO: 120421 SEAR THIN SET BED (I/8" MAX.) —G.C. ACHIEVE FLUSH TRANSITION 7.'"'.. " ♦'♦'♦' ♦'N. 7/. ����♦'s1 �� ►����♦�e °��e�'..'s �♦�ev♦��e��r�♦��♦�o�r N. ®r ®� G.C. 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(0 7 s PERMIT CENTER GROUT JOINTS ARE TO ON 1/8 HOLD CRITICAL - NOTHING GREATER - NO EXCEPTIONS FLOOR SLAB AS REQUIRED EXISTING SUBSTRATE ..e.►..���..� CONC. TO VINYL FLOOR TRANSITION FULL GROUT DETAIL FULL ,.J ADA THRESHOLD FLOOR TRANSITION FULL E INTERIOR ENTRY FLOOR TRANSITION FULL _ _ _ N _ 11/8/2012 q:03 AM REFER TO REFLECTED j OWNER: Ch 11215 METRO FT. MYERS, i I S PARKWAY FL. 33966 GENERAL NOTES 1. INSTALL ACCESSORIES AND LIGHT FIXTURES WITH SCREWS OR BOLTS EXTENDING AT LEAST 1 INTO SOLID BLOCKING. 2. WATER RESISTANT GYP. BD. TO 4' -0" A.F.F., TYPICAL ON ALL WALLS. 3. 60" HANDICAP TURNING AREA TO BE PROVIDED IN HANDICAP LAVATORIES. 4. LOCATE ALL SWITCHES AND SENSORS INSIDE 50" WAINSCOT. DO NOT LOCATE SWITCHES WHERE HALF OF THE SWITCH FALLS IN WAINSCOT AND HALF FALLS OUT OF WAINSCOT. 5. ALL RESTROOM ACCESSORIES, NOT INDICATED OTHERWISE, ARE PROVIDED AND INSTALLED BY G.C. LOCATE RESTROOM SIGNAGE AS REQUIRED BY LOCAL CODE • CEILING PLAN ,' / / / / ( \ \ ° \ \ \ \ \ \ WATER FOUNTAIN NOTE: I IF THE WATER FOUNTAIN IS LOCATED IN THE PATH F TRAVEL, A TEXTURED AREA I' -0" AROUND THE FOUNTAIN, CLEARLY IDENTIFIABLE BY THE BLIND 15 REQUIRED. WATER FOUNTAIN IS TO BE ACTIVATED BY A HANDICAP PUSH BAR ON FRONT FACE OF UNIT. WATER FOUNTAINS ARE TO BE LOCATED WITHIN ALCOVES SO AS NOT TO BE IN THE CORRIDOR WALKWAY. FOUNTAINS MUST BE APPROACHED FROM THE FRONT, OR PROVIDE A 60" DIAMETER TURNING SPACE TO ALLOW FOR POSITIONING INTO FORWARD APPROACH. #RRE -125 BLACK ON WHITE WITH BRAILLE (PREFERRED) ) 12 ) 6 14 ) CIRCLE 1/4" THICK 12" IN DIAMETER SINK NOTES: 1. HOT WATER PIPES AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED TO CONFORM WITH ALL LOCAL, STATE, AND FEDERAL ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. 2. NO SHARP OR ABRASIVE SURFACES ALLOWED UNDER SINKS. 3. FAUCET CONTROLS AND OPERATING MECHANISMS MUST BE EASILY OPERATED BY ONE HAND AND MUST NOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST. 4. THE FORCE NEEDED TO ACTIVATE CONTROLS SHALL NOT EXCEED 5 LBS. FOR LEVER OPERATED OR 15 LBS. FOR PUSH TYPE. WATER CLOSET NOTES: - v \ I- U U) Z 3 T w : • :• ' . .' • • .• •• " •ct•O A = 4' -0" NOTE: \ \ MOUNTED ACCESSIBILITY ON WALL ADJACE BE TO ` THE LATCH SIDE OF THE DOOR „ AND 60 A.F.F. TO OF SIGN. 19 „ MIN. MAX. N. 1. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TI-4E WATER CLOSET AREA, NO MORE THAN 44" A.F.F. Z — — — — W • Gera 13081 \ z AREA _ ssi si ��// 1 ) WATER CLOSET CENTERLINE OF SYMBOL 0 cs 0 ( 2 ) HC SINK 8 0 _ To �'` N 8u COMMCI:CIAL RES1ROtM Q4" )( 24" CT A C T LOOR NIOUHTC CCRVICC CIIJI< I;CrCR TO COId:,T1;UCTIOt l 41110.1111/4° 1••1� IN T'LAt1 Er. C. TO CAULIC AT MOT' CIt�IC At1 ADJACENT :.UI�rAC) =: . f R 6dATCi� TIGIIT CO P1 IT10t� \ \ \ > / / / / / / / / -� HANDICAPPED TOILET ROOM DETAIL " = '_ " 1�2 1 0 ( 4 ) I i /2" DIA. METAL GRAB BAR MUST COMPLY WITH LOCAL AND STATE CODES - G.G. TO ♦ CLEAR FLOOR �� J/A13 jY AND INSTALL 1" X 4 "� IN -WALL BLOCKING SECURED TO STUDS -REFER TO DETAIL I 3' -0" REFER TO REFLECTED REQUIRED AT SINK , ( 5 ) SURFACE MOUNTED PAPER TOWEL DISPENSER - BRACKET: DIE -CAST ALUMINUM; SPINDLE: SINK CLEARANCES 6" DIE -CAST ALUMINUM NI STAINLESS SPRING. (BRADLEY - MODEL #259) - G.G. TO SUPPLY AND INSTALL 1" X 4" IN -WALL BLOCKING SECURED TO STUDS 2,_0„ �Q/ (LO SINK AT HI /LO) NI /LO IN. WATER FOUNTAIN ELEVATION ,EQ. ( 6 ) INSTALL COAT HO0K AT 4' -0" A.F.F. CENTERED ON DOOR (TOILET ROOM SIDE) 4' -0" - [ _ - — — — — - _ _ _ _ _ _ - - - - -- - = N — _ j --\- I = ° m 1 2'_0" CEILING PLAN ( 7 ) SURFACE MOUNTED SINGLE ROLL TOILET PAPER DISPENSER WITH CONTROLLED DELIVERY - ( 15 NOTE: HEAVY DUTY SATIN CI -(ROME - PLATED STEEL (BRADLEY - MODEL #5054) - G.C. TO SUPPLY AND INSTALL 1" X 4" IN -WALL BLOCKING SECURED TO STUDS C 13 12 TOILET ROOM DOOR SYMBOL SHALL BE IN CONTRASTING COLOR - E // �/ o m CLEAR ( 8 ) WAINSCOT TO 50" A.F.F. - REFER TO DETAIL A/A13,1 - G.C. TO CUT (FRP -1) TIGHT TO 10 3 -SIDES OF MIRROR AND SEAL WITH WHITE LATEX PAINTABLE CAULK 1'_3�� w� ® ( 9 ) 5' -0" DIAMETER HANDICAP TURNING AREA 2 ) In 1,0,,,r � / o _ , -- ( 10 ) 24" x 36" MIRROR - INSTALL MIRROR (M -1) PER DETAIL N/A13.1 AND INSTALL WAINSCOT �� AROUND MIRROR -SEAL ALL EDGES WITH WHITE LATEX PAINTABLE CAULK - (y ' .- _3�� 7 l,ti�,� ( I I ) BASE - B -3 NINIVI Jo ;l!7l�t,(/ INTIMATES "1. BOTTOM OF 9 REFLECTIVE SURFACE 74" 1�7► UNISEX GRADE BRAILLE 2 ( 12 ) WAINSCOT EDGE CAP - REFER TO DETAIL K/A13.1 - G.C. TO MITER CORNERS TO RUN CAP AROUND MIRROR AND SEAL WITH WHITE LATEX PAINTABLE CAULK O MIN. CLEAR L MIN. CLEAR oZ m f ":'': I9 p MAX. _ _ ( 13 ) 1 1/2" DIA. VERTICAL METAL GRAB BAR TO COMPLY WITH ICC/ ANSI A117.1 -2003 SECTION � � 604.51 G C TO SUPPLY AND INSTALL 1" X 4" IN WALL BLOCKING SECURED TO STUDS Y A BLO REFER DETAIL 1 - •• :.'' . ' ' STORE N 5381 36" MA 1" J 4' -0" 14 LIGHT SWITCH /SENSOR Ilf .' PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 RE51ROOk ��� W s,1,L UNISEX 2' -8" C 15 ) 36" W. x 14" D. WHITE MELAMINE SHELVES WITH 12" METAL BRACKETS ON STANDARDS S MI . CLEAR MALE (IF REQUIRED) ®� MIN. CLEAR HI 0 NA OU Al C A-ANC 15" FEMALE (IF REQUIRED) 1a" O 0 SINK AND WATER FOUNTAIN DETAILS 1/2" = 1' -0" R DOOR SYMBOL DETAILS 1 = 1 -o L HANDICAPPED TOILET ROOM DETAIL 1/2 = 1 -0 G GENERAL AND CODED NOTES N.T. S. C DESIGN TYPE: LINEN & LACE _ 18II (hl IN) 180 PROVIDE * INSTALL PIPE RAILINGS: BLUM ALUMINUM SYSTEM. PROVIDE SOLID A5 REQUIRED, I MINIMUM CLEAR SPACE CENTERED LOW DRINKING IN UNIT REFER TO REFLECTED V rEC COMP 6 ®f TU D LIGHT GAUGE HEADER FOR PLATFORM STRUCTURAL SUPPORT (IF APPLICABLE). G.C. TO USE 3 -5 /e" 16 GA. TRACK (6005162 -54) AND 3 REVISIONS: G.G. TO CAULK ALL JOINTS AND TOP EDGE OF F.R.P. WITH PAINTABLE LATEX CAULK REQUIRED BY DATE 1 -5/8" 16 GA. STUDS (3625162 -54). REFER TO 8„ DETAIL M ADDITIONAL CLRINC. 17" CEILING PLAN FRP /A1I.I FOR INFO. �,- MAX. � I - —II HC SIGNAGE — 6 I REFER TO DETAIL I L /AI3.1 i -U SI ,I ' I / IN <�y J . +� �� •C. TO 1 -1/4 DIA. JULIUS CON NEGTORAIL G.G. TO BLOCKING \ > i 32" 48" 12 ;::': .F. o C) z m I. REFER TO CONSTRUCTION PLAN ( 6 , ICI 5 C —� ` III •INDICATES NO REVISION TO THIS SHEET 10 a m 3/32" F.R.P. RE V IE CODE APPROV JAN City BUILDING - -- et z v �'� ' e \\ 4 ) • - cy _ z N DRAWN BY ALW CHECKED BY: LMM /KMM • • s�;...,:' ''':' :. 5/8" GYP. BD. / ALL. WALLS ,/ \\ i ,,/ �` ® \ WAINSCOT PANELS ON ALL FOUR (4) WALLS OF RESTROOMS (TYPICAL) x LOOR U PER FOU I "\i I \ � ,4•, �,, I a' � �� I TM ilWin tea. ��.- - f . �r�:D EC 18 �� 13 i I � •*� le ti , MIN. OM C s , a z'� �� l8" ��� ATER FOUNTAIN ISOMETRIC N.T.S. WAINSCOT DETAIL 6'� = 1' -0" K HANDICAPPED TOILET ROOM DETAIL 1/2" = 1' -0" F M1N. ' '�,,, -' r - -k, _ _ Z REFER TO REFLECTED DRYWALL AND PLYWOOD PRIMER: MIRROR MASTIC SPEC N MEN -i L J ( KILLZ ORIGINAL (OIL BASED PRIMER); MASTERCHEM INDUSTRIES, INC. (8(06)774 -637I OR APPROVED EQUAL. =q. 0- ' "'" � " "" ' Nv ' "' �/ ���� - z PALMER "QWIKSET MIRRO- MASTIC "; PALMER PRODUCTS CORP. (502) 8'13 -3668 OR (500) 43I -6151 / FAX (502) 895 -'1253 ■ l �� l �, �;' i; CEILING PLAN o AAA 15 ) 'J" CHANNEL TRIM; G.R. 1 ) II I Nil `I LAURENCE D645P OR EQ #10 x 2" LONG PHILLIPS PANCAKE HEAD O.G. MAX. 2) - 15 GRAB BAR NOTES: ( 10 3i_0u 60 SCREWS @ 18" (MIN. "x4" 1�" MIN. MAX. GRAB BARS SHALL NOT ROTATE AND HAVE NO SHARP, OR ABRASIVE ELEMENTS ON OR ADJACENT TO THEM. EDGES ARE TO HAVE A MINIMUM OF 1/8" RADIUS. GRAB BAR BACKING AND ATTACHMENT SHALL BE C LOAD ( 2 12 3' -4�� DRAWING TITLE: TOILET ROOM DETAILS I- , 60" 3/4 F.R.T. BLOCKING 1/4" CLEAR MIRROR (4), _ 12" 12 '( MIN. REFER TO CONSTRUCTION AN PL RECEIVED CITY CAF T�IK1I "A 3'-6" - MAX. TOP TRIM :.. I ':I _. cA 3 T '( Nt1V 19;2012 PERMIT CENTER 0 �� 't- ��� 1x4 IN -WALL F.R.T. BLOCKING SECURED TO STUDS - RECESSED SCREW HEADS, FILL AND SAND SMOOTH GRAB BAR OUTLINE OF PROTRUDING OBJECT (I.E. TOILET PAPER DISPENSER) MIRROR MASTIC TO INSTALLATION THIS SHEET NEOPRENE ii " J CHANNEL LAURENCE #10 x 2" SCREWS 3/4 "x4" F.R.T. ON DRYWALL, PRIMED PRIOR OF MIRROR- SEE NOTE ON FOR MASTIC * PRIMER SPECS $ I ,/ � `4 • • • • L J THESE D TAILS ARE FOR REFERENCE ONLY. L NQ ' X t — m } . : -�• • � � • . .. - • • • • •••� • .:..: • • C � �. DATE ISSUED: /07(20 2 !' ,r THESE PLANS ARE FOR FIXTURE AND GRAB BAR CONFIGURATIONS ILLUSTRATIONS; DOOR ESWINGS �O REFER STO THE "CONSTRUCTION PLAN ". . z SETTING BLOCK '' 8 :....••' :, . • :. ' • �E :'...• . ' .. — "' E m 6 ao TRIM; C.R. m II i A,i z4 — - " �z ��� wip / / PROJECT NO 120421 D636P OR EQUAL LONG ILLIPS PANCAKE HEAD MAX. 2) I NOTE: G.C. TO INSTALL ANY /ALL ITEMS THAT ARE NOT EXISTING PER DETAIL @ 18'`'x O.C. (MIN. DRAWING NO: Al 3 • 1 BLOCKING TRIM \ N�3 ASSEMBLY 0 1 b 1)--- ". G7 7" MIN qu MAX. (BOTTOM �_� TOILET DETAIL 1 /2" = 1' -0" /� 6,. = 1 0" N 1 1/2" = 1' -0" ND HANDICAPPED TOILET ROOM 1/2' = 1 i_0�� GRAB BAR DETAIL _ DETAIL _ E HANDICAPPED ROOM _ MIRROR DETAIL _ 11/8/2012 q:04 AM OWNER: Ch I 11215 METRO FT. MYERS, PARKWAY FL. 33966 UPON COMPLETION OF PROJECT, G.C. PROVIDE A COMPLETE AS- BUILT SET OF DRAWINGS FOR THE COMPLETED STORE (ARCI- IITECTURAL, MECHANICAL AND ELECTRICAL) AND PLAGE DRAWINGS INTO THE PLAN TUBE HOLDER G.C. TO PROVIDE / INSTALL I- IANDLE ON THE TOP CAP TO EASE THE REMOVING OF THE CAP. COORDINATE HANDLE SPEC WITH OWNERS CONSTRUCTION MANAGER. 1/4" DIAMETER THRU BOLT WITH TOGGLE (TYP OF 2) 11-1141111111% . .3•TF', :s ''•i °s;'h:g�.E efi:is ""=t0.-y. P v "qtr- .'tn.%Y: "{, 4,-,ca4n t ,..ii..lj�;ir,��2. 1 fr `I��i ∎I�m!1 GYP. BD. � h �' PAN HEAD SCREWS TO T 2 x 4 SECURE STRAP BLOCKING - PAINT P -1A 3/4" x 2" POPLAR PLYWOOD 6" TRIM SCREWED TO 2 4 DIA. TUBE X METAL STRAP (TYP. OF 2 \ Gera 13081 1/2" DIA. HOLE IN BOTTOM CAP SECTION THRU TUBE NOT USED H 0 LOOSE PVC CAP 2" X 2" X 4' -O" 16 GA. METAL CORNER GUARD, MOUNT AT TOP OF BASE 48 " A.F.F. NOTE: LABEL (WITH CLEAR TAPE) ATTACH G: THIS TUBE CONTAINS STORE DRAWINGS AND IS NOT TO BE REMOVED WITHOUT THE CONSENT OF THE STORE MANAGER. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2013 • City of Tukwila BUILDING DIVISION r — VINYL BASE m ♦ LABEL Z '- `r /1 — C2 j A14.1 FINISH FLOOR, REFER TO FINISH PLAN > 4 CCJ�; %!� (mot,(/ INTIMATES / EXTENT OF WOOD HOLDER M — STORE NO: 5381 PVC BOTTOM CAP GLUED IN J „- PLACE, G.C. TO DRILL 1/2" DIA. HOLE IN CENTER OF BOTTOM CAP PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TU KWI LA, WA 98188 TUBE G.G. TO CAULK ALL JOINTS BETWEEN CORNER GUARD AND GYP. BD. WITH NON - SHRINKING, PAINTABLE, FLEXIBLE, WHITE LATEX CAULK NOTE: ELEVATION I ENTIRE ASSEMBLY IS CONSTRUCTED BY G.G. IN FIELD: G.C. TO PAINT 1 BLOCKING P -1A NOT USED R NOT USED L CORNER GUARD @ VINYL BASE DETAIL 6. = 1 -° G DRAWING N.T.s . C DESIGN TYPE: LINEN & LACE TUBE _ REFER TO J /A14.1 FOR ANCHORING DETAILS REVISIONS: REQUIRED BY DATE 1/4 ") TEK SCREW • Sq- REFER TO CONSTRUCTION PLAN (. 1 RIVET (MOVABLE SHELVING W/ FIXED END) © �1 • REFER TO CONSTRUCTION PLAN 1 REFER Tv .111_ .111 , . INDICATES NO REVISION TO THIS SHEET er, CONSTRUCTION DRAWN BY ALW CHECKED BY LMM /KMM c+ 01). ;—\ 2" NAIL- HI IN LT! II OR 3 1/4" HIL C) ry 9 u b4 „1 7 i IS3Y i �7J 1' I I C L. L.'i V6; ",,_' HNG I t71V 1. 'J , \ - - _ - \ , r \'\I �` © 6 N OT USED p 1 N.T.S. O THE MAX. NUMBER OF BASES PER MODULE IS 6. 7 OR : E LVI N G `ANCHORAGE DETAIL MORE WILL REQUIRE 2 AISLES AND 2 SETS OF STOPS. _ ( ) HILTI BOLT 2 USE THE DOUBLE FACE FIXED SHELF (RIVET RACK) OR REFER TO 24" DEEP SHELF (RIVET RACK) AT THE MANUF. DRAWINGS END. O (.3 ) ALLOW 2" SPACE BETWEEN THE MOVABLE SYSTEM AND ♦ 0 w� LL �� N l7 z 4 Q i _' THE WALL, COLUMN, OR OUTERMOST OBSTRUCTION. C7-4 ) INSTALL ANTI -TIP TRACK PER MANUFACTURER'S GUIDELINES. LOCATE AT CENTER FOR DOUBLE ROW UNITS. 1/4" X 5/8" ST INSERT WASHER END STOP illOp HILT' SC: W 3/16 u X I 10 .. L.1. INSTALL CROSSBRACING ON ALL MOVABLE UNITS PER ANUF. INSTALLATION INSTRUCTIONS. DRAWING TITLE: NON -SALES DETAILS ( 6 ) RIV' ED FIXED UNITS. ATTACH TO FLOOR ON ALL FOUR veRNERS PER MANUFACTURER INSTALLATION INSTRUC •NS. ATTACH TO WALL ONLY IF IT INTERFERE 11-1-1 ANTI -TIP BARS. EACH END, I i I I ALUM INUM TRACK TYP. ALL Q "V" TRACK GUT • LENGTH AS REQUIRED. ♦ TRACK il I II . 4 5/8" BUMPERS I (TYP. 4) - S AN•IN S STAGGA- 40, LI • BRAKE 1 ASSEMBLY ANCHOR FLOOR W TH N /4" AN TO HE DATE ISSUED: 1/07/2012 • °• a • Q° Iv a a' • ° . ` ° a. • ° • • '..,d ' <I- FLOOR . a .. .. 4. 41 ..i ' ° • • a a. 4 ' a ° a • a ° • : e • a 4 MOBILE SHELVING CARRIAGE NOTE: DETAILS SHOWN ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. REFER TO MANUF. INSTALLATION INSTRUCTIONS. �� 3 "�Ot'I Si CITYOFTi���'�9 "`� NOV 9 2012 PROJECT NO: ZO4Z� •• . a a . • ALIGN STEEL TO ALUMINUM TRACK. USE 3/16" HILTI DRILL, DRILL 2 3/4 MIN. DEPTH IN FLOOR 3/4" DRAWING NO A14.1 ' MIT CENTER 0,..... (C) NOT USED N -ACK N.T.S. WrroBILE 1/2„ _ 1,_o„ _ ANCHORAGE DETAIL SHELVING 11/8/2012 q:04 AM PLOTTED: 11/8/2012 q:04 AM c. PRE FOR SCREW SURFACE MOUNTED STANDARD STUD C DRILL POLE NALL STUD USE 2" LONG I-10LE OF FURRING PER #14 FLATHEAD EA. NALL T1-AT ALIGNS (TYP STANDARD STUD STANDARD . 6 --V WOOD WITH SCREWS 0 w SCREW A - -61 RUN 1. NO SUBSTITUTIONS WILL BE PERMITTED ON ANY OF THE MATERIALS OR HARDWARE SPECIFIED IN THESE DETAILS 2. ALL S1-ELF MOUNTING I-IARDWARE, HANG RODS AND NALL. STANDARDS ARE PROVIDED BY OWNER, INSTALLED BY G.C. 3. ALL MELAMINE SHELVING AND COUNTER SURFACES ARE SUPPLIED AND INSTALLED 5Y G.G. 4. STORAGE IN STOCK/STORAGE ROOMS SHALL BE MAINTAINED 18 INCHES OR MORE ELOW SPRINKLER HEAD DEFLECTORS AND/OR CEILINGS. A 3-INC-1 RED STRIPE SHALL 8E MARKED ALONG ALL WALLS WITHIN STOCK/STORAGE ROOMS AT THE MAX STORAGE HEIGHT AND THE STRIPE SHALL SE LABELED "NO STORAGE ABOVE THIS LINE" IN NI-IITE LETTERS A MIN OF ONCE EACH NALL OR AS REQUIRED BY BUILDING/FIRE INSPECTOR IF REQUIRED. OWNER: chico's 11215 METRO PARKWAY FT. MYERS, FL. 33966 4 X 4 JUNCTION BOX. LOCATE ABOVE CEILING OR @ 101-0" A.F.F. IF NO CEILING / = 1/2" DURAFLAKE PREFINISHED NI-I ITE MELAMINE SHELF WITH FACTORY INSTALLED (PRE-FINISHED) NH ITE EDGE HANDING 14" * 24" DEEP PROVIDED BY G.C. CLIP CORNER (TYP. TO ALL OUTSIDE ENDS) G.C. TO FILL, SAND, AN PAINT ALL EXPOSE EDGES AND D D CORNERS - PAINT TO MATCH SHELF COLOR 2 ( ) --,!__% -,v -• - Q 4" ite...6 P. OF 5 r ,jr 14" 1/2" DURAFLAKE PREFINISHED NI-1 I TE MELAMINE S1-IELF WITH FACTORY INSTALLED (PRE- FINISHED) IA1-11TE EDGE BANDING 14" * 24" DEEP PROVIDED BY G.C. USE TI-IREE EQUALLY SCREWS N I DTH TO EACH I-IEAVY STANDARD 1 X 6 F.R.T. PAINT ADJACENT SPACED (ACROSS OF IN DUTY P-1A 0 L11 (3) THE WALL FURRING TO NALL — FURRING NALL MATCH (TYP TI-IE STUD - . ) 1 .k •' BLOCKING (TYP. REFER TO SECTION J/A14.2 I i= Gera 13081 • I SCREW (2) CLIPS TO BOTI-I SHELF AND 12" BRACKET (TYP. ) FACE OF NALL STANDARDS 12" BRACKET N/ROUND ADAPTER -- I 4 X 4 JUNCTION BOX. (NITI-I COVERP LATE) AND 1" EMPTY CONDU IT UP AL J-130X AT 12' -0" A.F.F. FOR MUSIC NG _s.,. I CENTERLINE OF OUTLETS _______,, GENERAL SHELVING NOTES S SET SHELF OUT 1" FROM STANDARD 1 ii 24" 0 0 __,., _ 0 0 1,....6" r1 CONFIRM TI-IAT NALL SPEAKER N I RI (_ I ) (6) ROWS SURFACE MTD 1-10RIZONTAL 1X6 FRT WOOD FURRING 8Y G.C. - FURRING IS TO BE SPACED PER DETAIL A/A14.2 - SO TI-IAT THE FURRING IS CENTERED AT EACH TOP (3) HOLES OF THE STANDARD AND EVERY OTHER I-10LE TO THE BOTTOM OF THE STANDARD. REFER TO 'FURRING AND WALL MUSIC SYSTEM O.C. TYPICAL STANDARD SCREW 1-10LES FALL 1AI ITI-I I N HORIZONTAL FURRING -- QUADRUPL EX RECEPTACLE AND 120V DEDICATED CIRCUIT (N/SEPERATE GROUND WIRE) FOR MUSIC -- FII 1 ALL I MOUNTED I 1 BOSS I : MONITOR I I ELEVATION @ WOOD FURRING STANDARD INSTALLATION DETAIL L/A14.2 G.C. TO PAINT p-IA WOOD FURRING TO MATCH ADJACENT WALL 8 ( ) MANAGER'S DESK I E 24" LF BRACKET WITH FROM STANDARD 24" SHELF. HOLD C SHE 1" OUT ( 2 ) 101-0" ZINC SURFACE MOUNTED STANDARD. TYPICAL SINK SCRE IIS FLUSH WITH BUT NOT LONER THAN THE SURFACE OF THE FURRING. INSTALL WASHERS AT SCREWS INHERE FURRING IS UNUSUALLY SOFT. SYSTEM L SCREW (3) CLIPS TO BOTH SHELF AND BRACKET FACE OF WALL STANDARDS 61-o" X 26" (1) PI ECE ROLLED COUNTERTOP WITH ROLLED BACKSPLASH AND FACTORY INSTALLED (PRE- FIN isi-IED) EDGE BANDING MOUNTED WITH _J ( 3 ) 24" DEEP SHELF - 1/2" THICK DURAFLAKE PREFINISHED IAII-IITE MELAMINE SURFACE NIT!-1 FACTORY INSTALLED (PRE-FINISHED) WHITE EDGE BANDING BY G.C. BLOCKING ‘g (TYP. ) REFER ( 4 ) 24" SHELF BRACKETS AND (3) HOLD-DONN CLIPS PER SHELF TO SECTION J/A14.2 v 0 0 ( 5 ) 14'.' DEEP SHELF - 1/2" THICK DURAFLAKE PREFINISHED WHITE MELAMINE v L272 \ Jo m a INTIMATES SURFACE WITH FACTORY INSTALLED (PRE-FINISHED) NHITE EDGE BANDING BY G.C. 10 II II CENTERLINE oF OUTLETS b ( 6 ) 12" SHELF BRACKETS AND (2) HOLD DOWN CLIPS PER SHELF L f..) (3) CLIPS SCREWED TO 24" ° ° COUNTER AND SHELVI NG C 01 I DATA/COMM QUADRUPLEX RECEPTACLE AND OUTLET 120V DEDICATED CIRCUIT (W/SEPERATE GROUND N IRE) FOR MUSIC SYSTEM STORE NO: 5381 /4'/Ar41/4121421 [ BRACKET WITH 1/2" X 1 1/2" AS REQUIRE I RED BLOCKING % is ri im,rm AVACIAIW r i.iir iw ( 7 ) 12" BRACKET NIT!-! ROUND HANGBAR ADAPTER. HANGROD WITH CONNECTORS I I I I'-" I 1 X 6 F.R.T. PAINT FURRING - P-1A TO MATCH AND END CAPS. USAGE AS SHOWN ON A2.1 PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 D.C. TYPICAL PLAN @ WOOD FURRING ADJACENT NALL (TYP. ) HEAVY DUTY NALL STANDARD ( 8 ) WORK SURFACE - G.C. TO SUPPLY AND INSTALL F'REFINISNED 6'-O" X 26" (1) PIECE ROLLED COUNTERTOP WITH ROLLED BACKSPLASH AND FACTORY INSTALLED (PRE-FINISHED) EDGE BANDING MOUNTED TO 24" SHELVING BRACKET WITH 1/2" X 1-1/2" BLOCKING AS REQUIRED. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS AND REQUIREMENTS OF OUTLETS AND EQUIPMENT MANAGER'S DESK AREA DETAIL 3/4" 1 0" R FURRING & WALL STD INSTALLATION N.T.S. SHELF BRACKET INSTALLATION N.T.S. CODED NOTES DESIGN TYPE: LINEN & LACE _ _ TYPICAL NOTES: SHELVES TO RUN CONTINUOUS ALONG WALLS AND AT INSIDE CORNERS. ANY SEAMS ARE TO ALIGN AT BRACKET CENTERLINE. KEEP SEAMS FLUSH REVISIONS: REQUIRED BY: DATE SEE A2.1 TO REFER TO SEE A2.1 TO REFER TO SEE A2.1 TO REFER TO SEE A2.1 TO REFER TO PARTITION LEGEND AND PARTITION CALLOUTS ON CONSTRUCTION PLAN FOR NALL TYPE INFORMATION (TYPICAL) PARTITION LEGEND AND PARTITION CALLOUTS ON # CONSTRUCTION PLAN FOR NALL 7 TYPE INFORMATION (TYPICAL) PARTITION LEGEND AND PARTITION CALLOUTS ON CONSTRUCTION PLAN FOR NALL TYPE INFORMATION (TYPICAL) PARTITION LEGEND AND PARTITION CALLOUTS ON CONSTRUCTION PLAN FOR NALL TYPE INFORMATION (TYPICAL) .Q 1 C2) 1 - \ si 1 7-- 2 14" 14" • * INDICATES NO REVISION TO THIS SHEET DRAWN BY ALW CHECKED BY: LMM/KMM = , = \ci 5 W. = TYP. OF 2 TYR OF 5 - - . - - 1 -6 ----,:C \ = (0 ) 323 ', PACIIITTED — i 0 :".. MT7VISHOI; A GL:11, , - N Ol 1 1( ' ON OP TYP. OF 2 1 b - 4-------M) o — 3 ) 24" P. OF 9 TYP. OF 5 7 ) TYP. OF 2 b b 7- ......-_------C--) rrp. OF 9 = (NI I : 7. . ...R. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 6 2013 = = = 0 1 iNt qt . k, 7 A b 1 — 01 t. b 1 7- 2 • ■ = , b I -ZN - . City of Tukwila BUILDING DIVISION .3 1 b , ---- DRAWING TITLE: NON-SALES STORAGE DETAILS 1 ) TYP. 26." 0 MU D . . ..... I TYP. - co _ to IS iv --a I \ Lir DATE ISSUED: I 1/07/2012 .4k.......„.............______rp.2 RECENED CITY OF 11110.01A NOV 1 2012 9, 11 I CROFRI DGE - G.C. TO OMIT BOTTOM 3 SHELVES NI-IERE OCCURS I-1 6 PROJECT NO 120421 \ 6 - - -- 0 I ZO N co 0 1 - PERMIT CENTER DRAWING NO: . 1 X 6 F .R .T . FURRING TYPICAL BY G.C. SPACING OF FURRING TYPICAL FOR ALL SHELVING SECTIONS G.C. REFER TO SHEET A2.1 FOR EXACT LOCATION OF MANAGER'S DESK AND BREAK/PROCESSING TABLE \ \ \ . 1 NON-SALES SHELVING SECTION 3/4" = 1'-0" 3/4 = 1 -0" 3/4" 1 0" NON SALES STANDARD SECTION 3/4" = 1'-0" A NON SALES HANGING SECTION _ NON-SALES MGR'S DESK/BREAK TABLE _ _ _ PLOTTED: 11/8/2012 q:04 AM DIVISION 01 - GENERAL REQUIREMENTS A. CONSTRUCTION DOCUMENTS 1. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY. SPECIFIC INFORMATION MAY BE FOUND IN EITHER OR BOTH. 2. THE TERM 'OWNER' AS STATED IN THE FOLLOWING SPECIFICATIONS AND CONSTRUCTION DOCUMENTS, REFERS TO THE TENANT OF THIS SPACE ONLY AN REFER TO THE LANDLORD OF THE PREMISES. 3. ANY DISCREPANCIES, ERRORS OR OMISSIONS DISCOVERED IN THE CONTRACT DOCUMENTS BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF OWNER BEFORE PROCEEDING WITH RELATED WORK; OTHERWISE, THE CORRECTION OF SUCH ITEMS IS THE RESPONSIBILITY OF THE CONTRACTOR. 4. APPROVED VARIANCES TO THE PLANS AND SPECIFICATIONS ON ONE PROJECT SHALL NOT CONSTITUTE AN APPROVAL OF LIKE VARIANCES ON SUBSEQUENT PROJECTS. B. OWNER DIRECTIVES 1. THE CONTRACTOR SHALL FURNISH FULL TIME CONTINUOUS SUPERVISION. THE PROJECT SUPERINTENDENT SHALL REMAIN ON SITE THROUGH THE MERCHANDISE DATE OR THE COMPLETION OF THE PUNCHLIST WHICHEVER IS LAST TO OCCUR. 2. SUSPENSION OF ALL CEILING AND OVERHEAD FRAMING IS TO BE FROM STRUCTURAL MALL BEAMS AND TOP CHORD OF TRUSSES ONLY, NOT FROM MALL DECK. 3. GENERAL CONTRACTOR MAY SUBSTITUTE METAL FRAMING MEMBERS SHOWN ON DRAWINGS WITH ALTERNATE CODE APPROVED FRAMING METHODS AND GAUGE SIZES WITH APPROVAL OF OWNER'S CONSTRUCTION MANAGER. 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF IN -WALL BLOCKING FOR ALL ITEMS IN STORE. REVIEW DRAWINGS THOROUGHLY. 5. ALL OWNER- FURNISHED MATERIALS ARE FURNISHED TAILGATE DELIVERY ONLY. THE CONTRACTOR IS RESPONSIBLE TO UNLOAD, EXAMINE, AND TRANSPORT MATERIALS FROM THE POINT OF OFF -LOAD TO THE JOBSITE OR STORAGE AREA AS APPLICABLE. MATERIALS WILL SE DELIVERED TO THE CLOSEST AVAILABLE TRUCK DOCK OR OTHER LOCATION AS DIRECTED BY THE LANDLORD. 6. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE, LOSS, THEFT, OR DESTRUCTION OF ALL OWNER - FURNISHED MATERIALS. THE CONTRACTOR WILL BE BACK- CHARGED THE FULL COST OF REPLACEMENT MATERIALS INCLUDING FREIGHT CHARGES, A OF EACH 7. THE GENERAL CONTRACTOR IS RESPONSIBLE COORDINATION FOR THE RD IN T ION O TRADE WITH OTHER TRADES. CONTRACTORS SHALL NOT BE ENTITLED TO ADDITIONAL COMPENSATION FOR CONFLICTS WHICH RESULT FROM LACK OF COORDINATION OF THE INVOLVED TRADES. 8. THE GENERAL CONTRACTOR SHALL EMPLOY SUBCONTRACTORS WHO ARE EXPERIENCED AND IWHO EMPLOY EXPERIENCED TRADESMEN. 9. THE GENERAL CONTRACTOR SHALL NOT EMPLOY NOISY CONSTRUCTION TECHNIQUES OR EQUIPMENT DURING MALL OR STORE HOURS. 10. THE CONTRACTORS SHALL WORK IN COOPERATION AND HARMONY WITH THE LANDLORD AND THE ADJACENT TENANTS IN SCHEDULING WORK' IN ORDER TO CAUSE THE LEAST INCONVENIENCE TO PERSONNEL AND PROPERTY. IF SECURITY IS REQUIRED WHILE WORKING IN ADJACENT TENANTS SPACE, THIS COST WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 11. THE CONTRACTOR SHALL NOT UTILIZE GAS - OPERATED EQUIPMENT IN OCCUPIED SHOPPING CENTERS. THE CONTRACTOR SHALL WORK IN HARMONY WITH THE LANDLORD'S REQUIREMENTS RELATING TO NOISE ABATEMENT AND SAFETY. 12. THE CONTRACTOR SHALL FURNISH DUMPSTERS AS REQUIRED FOR THE EXCLUSIVE USE BY STORE PERSONNEL DURING MERCHANDISING. THE CONTRACTOR SHALL INCLUDE IN THE BID A MINIMUM OF ONE 40 -YARD DUMPSTER OR THE EQUIVALENT. IF THE SALES AREA EX C EED S 5,000 SQUA RE FEET, THE CONTRACTOR R AG O R SHALL INCLUDE ONE ADDITIONAL DUMPSTER. 13. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF ANY AND ALL OFF -SITE STORAGE OF OWNER SUPPLIED MATERIALS. C. LAYOUT OF WORK 1. EXERCISE PROPER PRECAUTION TO VERIFY ALL EXISTING CONDITIONS AND LAYOUT OF WORK; CONTRACTOR TO NOTIFY OWNER'S CONSTRUCTION MANAGER OF ANY DISCREPANCIES IMMEDIATELY. CONTRACTOR IS RESPONSIBLE FOR ANY ERROR RESULTING FROM FAILURE TO EXERCISE SUCH PRECAUTION. SUCH ERROR WILL NOT BE CONSIDERED SUBSEQUENTLY AS A BASIS FOR EXTRA COMPENSATION. 2. SHOULD A CONTRACTOR FIND DISCREPANCIES IN, OR OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS, OR SHOULD HE SE IN DOUBT AS TO _THEIR MEANING, HE SHALL AT ONCE NOTIFY THE OWNER'S CONSTRUCTION MANAGER. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPPLYING OR RENTING ALL TOOLS, WELDERS, GENERATORS, ETC. FOR COMPLETING PROJECT. D. CODES AND STANDARDS 1. ALL WORK, MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH ALL ORDINANCES, STATE AND LOCAL BUILDING CODES, LATEST EDITION, AND FOLLOW APPLICABLE LANDLORD REQUIREMENTS. 2. DESIGN LOADS: LOADS AND CODE RESTRICTIONS FOR ALL DESIGN CONSIDERATIONS SHALL CONFORM TO THE LOCAL AND STATE CODES, AND ALL GOVERNING CODES. E. GENERAL CONDITIONS 1. THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT A201 "GENERAL CONDITIONS OF THE CONTRACTOR FOR CONSTRUCTION" IS A PART OF THE CONTRACT DOCUMENTS. DIVISION 02 - SELECTIVE DEMOLITION A. DEMOLITION AND SPACE PREPARATION 1. WITHIN FIVE (6) DAYS OF COMMENCEMENT OF CONSTRUCTION, OR WITHIN TWO (2) DAYS FOLLOWING COMPLETION OF DEMOLITION, THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND REPORT TO THE OWNER'S CONSTRUCTION MANAGER ANY DISCREPANCIES IN THE LEASE -HOLD DIMENSIONS OR CONFLICTS BETWEEN THE PHYSICAL SPACE AND THE INTENT OF THE WORKING DRAWINGS (G.C. TO PAY SPECIAL ATTENTION TO POP -UP CEILING AREAS, CEILING HEIGHTS, AND AVAILABLE HEIGHT FOR ROLL -UP ENTRANCE GRILLES). 2. GENERAL CONTRACTOR IS TO CONTACT LANDLORD'S ON-SITE MANAGER PRIOR TO ANY DEMOLITION WORK TO DETERMINE THE AVAILABILITY OF DUMPSTER PLACEMENT, NOISE AND DUST ABATEMENT REQUIREMENTS, ETC. 3. GENERAL CONTRACTOR IS TO ARRANGE WITH THE LANDLORD A CONVENIENT TIME TO PERFORM DEMOLITION WORK AND INSTALL TEMPORARY PROTECTED MEANS OF EGRESS FROM REQUIRED EXITS, INCLUDING TEMPORARY LIGHTING AND SAFETY DEVICES, ALL IN ACCORDANCE WITH GOVERN IN G STATE T T E AND LOCAL CODE AND LANDLORD REQUIREMENTS. 4. GENERAL CONTRACTOR TO ERECT BARRICADE AT STOREFRONT PER LANDLORD'S SPECIFICATIONS GENERAL CONTRACTOR TO INSTALL OWNER SUPPLIED BARRICADE SIGN (IF PROVIDED) AS SHOWN ON INSTRUCTIONS SENT WITH BID PACKAGES. 5. THE GENERAL CONTRACTOR SHALL REMOVE, REPAIR, RESTORE AND REPLACE WHERE NECESSARY OR INDICATED ON THE DRAWINGS OR AS REQUIRED. CUT ALL NECESSARY OPENINGS FOR ANY REQUIRED PURPOSE AND REPAIR, WHERE NECESSARY, AFTER CUTTING. INSOFAR AS POSSIBLE, ALL PROTRUSIONS, MARKS, CRACKS OR OTHER EVIDENCE OF A DEFICIENT OR DAMAGED CONDITION SHALL BE ELIMINATED UNLESS SPECIFICALLY NOTED OTHERWISE. ANY PARTS' WHICH' ARE SPLIT, CRACKED, CHIPPED, SPALLED, BROKEN, MISSING, OR OUT OF LINE OR ADJUSTMENT, MECHANICALLY OR STRUCTURALLY UNSAFE OR UNSOUND, BENT, TORN, OR OTHERWISE DEFICIENT OR INJURED IN ANY MANNER, SHALL BE REMOVED, REPLACED, RESTORED, OR SATISFACTORILY REPAIRED AS DIRECTED BY THE OWNER'S CONSTRUCTION MANAGER. 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL LEASE -HOLD IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO: INTERIOR WALLS, CEILINGS, FLOOR COVERINGS (ALL ADHESIVES), PLATFORMS, STORE - FRONTS, ETC. (UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS). ALL EXISTING UNUSED MECHANICAL, gLECTRICAL AND /OR PLUMBING FIXTURES AND EQUIPMENT, INCLUDING ABANDONED ROOFTOP HVAC EQUIPMENT AND CURBS (UNLESS INDICATED OTHERWISE ON MECHANICAL AND ELECTRICAL DRAWINGS) AND /OR SKYLIGHTS ARE TO BE REMOVED AND THE ROOF PATCHED PER ITEM #I2 BELOW: CAPPING IS NOT PERMITTED! 7. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL LOOSE ITEMS SUCH AS, BUT NOT LIMITED TO: TRADE FIXTURES, MISCELLANEOUS DECORATIONS, KITCHEN EQUIPMENT, ETC. 8. ALL ABANDONED ELECTRICAL /TELEPHONE CONDUIT, PLUMBING LINES AND MECHANICAL DUCTWORK MUST BE REMOVED TO THE POINT OF ORIGIN. 9. INFORM THE LANDLORD'S ON -SITE MANAGER OF ANY UTILITY NEEDING TO BE DISCONNECTED OR CAPPED, PRIOR TO DOING SO. 10. GENERAL CONTRACTOR IS TO EXERCISE EXTREME CARE DURING DEMOLITION SO AS NOT TO DAMAGE OR DISRUPT UTILITIES OR SPRINKLER LINES WHICH MIGHT PASS THROUGH THIS SPACE TO SERVICE OTHER MALL SPACES OR OTHER TENANTS (G.C. WILL BEAR SOLE RESPONSIBILITY FOR ANY SUCH DAMAGE OR DISRUPTION). 11. REMOVE ALL EXISTING FLOOR FINISHES AND PREPARE CONCRETE SLAB FOR NEW FLOOR FINISHES. PATCH, REPAIR AND LEVEL EXISTING SLAB. INFORM OWNER OF ANY IRREGULARITIES IN EXISTING SLAB IMMEDIATELY. REFER TO FINISH SPECIFICATIONS FOR SPECS OF "MEGASEAL I" EPDXY TO FILL CRACKS AND HOLES. 12. GENERAL CONTRACTOR IS RESPONSIBLE TO PATCH AND /OR REPAIR EXISTING FLOOR SLAB, DEMISING WALLS AND ROOF DECK AFTER COMPLETION OF DEMOLITION AND PRIOR TO COMMENCEMENT OF NEW CONSTRUCTION (G.C. MUST CONTACT LANDLORD PRIOR TO ANY ROOF ✓vURK` AND COORDINATE ACCORDINGLY). 13. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION WORK AND MUST INFORM OWNER'S CONSTRUCTION MANAGER OF THE EXTENT OF SUCH WORK, PRIOR TO BIDDING. 14. GENERAL CONTRACTOR IS TO DETERMINE HIS RESPONSIBILITY FOR THE FLOOR SLAB AND DEMISING WALL INSTALLATION OR MODIFICATIONS WITH LANDLORD AND OWNER'S CONSTRUCTION MANAGER TO MEET ALL TENANT IMPROVEMENT CRITERIA AND RESPONSIBILITY SET BY THE LANDLORD OR OWNER. GENERAL CONTRACTOR IS TO VERIFY THE ACTUAL CONDITION OF THE PERIMETER DEMISING WALLS AND /OR FLOOR SLAB PRIOR TO BIDDING. BID IS TO INCLUDE ALL WORK REQUIRED. 16. IMMEDIATELY UPON COMPLETION OF DEMOLITION AND PRIOR TO STARTING OF CONSTRUCTION JOB SUPERVISOR TO VERIFY AND ADVISE OWNER'S CONSTRUCTION MANAGER. a. OVERALL WIDTH (FACE OF GYPSUM BOARD ON DEMISING WALL TO FACE OF GYPSUM BOARD ON DEMISING WALL). b. OVERALL LENGTH (LEASE LINE TO INNER -FACE OF GYPSUM BOARD ON REAR WALL.) c. ANY AND ALL COLUMN LOCATIONS - FREE STANDING OR PROJECTING. d. AVAILABLE CLEAR HEIGHT FOR GRILLE AND CEILING AS DIMENSIONED ON DRAWINGS. DIVISION 03 - CONCRETE A. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE IF A NEW CONCRETE SLAB IS REQUIRED IN ALL OR PART OF THE LEASED SPACE. SUCH FLOOR SLAB SHALL BE INSTALLED IN ACCORDANCE WITH ALL REQUIREMENTS, LOCAL CODES, OR COMMON STANDARDS OF PRACTICE TO THE LOCALITY OF THE PROJECT OR WHICHEVER IS STRICTER. IN THE ABSENCE OF THE ABOVE, THE CONTRACTOR SHALL CONTACT THE OWNER FOR DIRECTION. MINIMUM REQUIREMENTS FOR THE FLOOR SLABS ON GRADE SHALL BE FOUR INCH THICK CONCRETE SLAB REINFORCED WITH 6 "x 6 "1Al.W.F.; CONCRETE TO BE 3,500 PSI OR HIGHER PLACED OVER SIX MILL VAPOR BARRIER OVER COMPACTED SAND /AGGREGATE BASE THE SOIL SHALL BE INSECT TREATED IF CUSTOMARY TO THE LOCALITY OR AS REQUIRED BY LANDLORD. B. ANHYDROUS CALCIUM CHLORIDE CONCRETE MOISTURE VAPOR EMISSION TEST KIT CONDUCTING THE MOISTURE TEST 1. PLAN YOUR TEST CAREFULLY: BEFORE YOU TEST, MAKE SURE YOU HAVE BASIC TOOLS FOR GLEANING THE SLAB, INCLUDING A SCRAPER AND WIRE BRUSH. MAKE SURE YOU HAVE A QUALITY GRAM SCALE AND A PROPER SUPPLY OF TEST KITS AND PROTECTIVE CONES. ENSURE BUILDING CLIMATE IS BETWEEN 65 * 85 DEGREES FAHRENHEIT WITH RELATIVE HUMIDITY % %% BETWEEN 40 -60 FOR AT LEAST 48 HOURS PRIOR TO, AND DURING TESTING. 2. PREPARE YOUR TEST SITE(S): THE SLAB MUST BE CLEAN OF DEBRIS AND ADHESIVE RESIDUE. SHOT BLAST SURFACE OR WIRE BRUSH SLAB CLEAN. REMOVE DUST THOROUGHLY. DO NOT USE CHEMICALS OF ANY KIND TO CLEAN THE FLOOR. AVOID TEST LOCATIONS NEAR CRACKS OR JOINTS, OR IN DIRECT SUNLIGHT. PREPARE 3 TEST SITES FOR THE FIRST 1,000 SQ. FT. AND INCLUDE 1 MORE TEST FOR EACH ADDITIONAL 1,000 SQUARE FEET OF AREA. 3. RECORD STARTING VALUES: READ THE WARNING LABEL ON PACKAGE AND THEN OPEN THE CONTAINER BAG. SET THE ENTIRE TAPE SEALED DISH ON THE GRAM SCALE AND RECORD ITS WEIGHT ON THE DISH LID AND ON THE TEST KIT BOOKLET. RECORD THE STARTING DATE AND TIME AS WELL. ENSURE THAT THE SAME SCALE WILL SE AVAILABLE FOR RE- WEIGHING THE DISH, OR THE VALIDITY OF THIS TEST WILL BE COMPROMISED. .4. CAREFULLY OPEN CONTAINER: REMOVE THE BLUE VINYL TAPE FROM THE DISH. BE CAREFUL NOT TO LOSE THE TAPE AS YOU WILL NEED TO RESEAL THE DISH LATER. STORE THE DISH LID CAREFULLY AND STICK THE TAPE ALONG THE SIDE OF THE PLASTIC. DOME TO KEEP IT SAFE. SOME PEOPLE PREFER TO TAPE THE DISH'S LID TO THE INSIDE OF THE DOME WHERE IT CAN BE READ THROUGH THE TOP. DO NOT TOUCH OR SPILL THE CALCIUM CHLORIDE. 5. PLACE THE TEST KIT: PLACE THE OPEN DISH ON THE SLAB MAKING SURE THE CALCIUM CHLORIDE INSIDE IS FAIRLY LEVEL. DO NOT SET THE KIT DIRECTLY OVER A CONTROL JOINT OR CRACK. REMOVE THE WHITE PAPER ON THE DOME, AND CENTER THE DOME OVER THE DISH. THE ONLY MOISTURE ABSORBED BY THE CALCIUM CHLORIDE MUST BE WITHIN THE 70 SQUARE INCH AREA OF THE DOME THAT IS IN CONTACT WITH THE CONCRETE SLAB. 6. SEAL THE DOME TO SLAB: USING THE HANDLE OF YOUR WIRE BRUSH OR OTHER TOOL, FIRMLY SQUASH THE GASKET UNDER THE FLANGES OF THE DOME. THE IDEAL INSTALLATION WILL SEAT THE OUTER FLANGE OF THE DOME TO THE SLAB. THEN THE GASKET MATERIAL WILL MOVE TO LINE UP WITH THE INSIDE EDGE OF THE DOME. PLACE YOUR HAND OVER THE DOME AND GENTLY APPLY PRESSURE. THERE SHOULD BE NO LEAKS IN THE GASKET. 7. EXPOSE THE TEST PROPERLY: PLACE THE OPTIONAL SAFETY GONE OVER THE DOME AND LET THE TEST REMAIN UNDISTURBED FOR 60 TO 72 HOURS. MOST MANUFACTURERS OF FLOORING PRODUCTS RECOMMEND AT LEAST ONE KIT PER 1,000 SQUARE FEET. THE TEST ONLY MEASURES A SMALL AREA OF SLAB SURFACE AND MOISTURE LEVELS CAN VARY GREATLY OVER 1,000 SQ. FT. TEST SEVERAL AREAS WHENEVER POSSIBLE. 8.- TERMINATE TEST AND CALCULATE: AFTER 60 TO 72 HOURS, CUT OPEN THE DOME AND CAREFULLY RETRIEVE THE DISH. REPLACE THE LID AND SEAL IT BACK UP WITH THE BLUE TAPE. WEIGH THE DISH AGAIN ON THE SAME GRAM SCALE. RECORD THE ENDING WEIGHT, DATE, AND TIME ON THE DISH LID AS WELL AS ON THE TEST KIT BOOKLET. FOLLOW THE INSTRUCTIONS IN THIS BOOKLET TO COMPUTE THE MOISTURE VAPOR EMISSION RATE. C. CALCULATING RESULTS: USE THE FOLLOWING EQUATION TO DETERMINE THE VAPOR EMISSION VOLUME IN POUNDS PER 1,000 SQUARE FEET IN 24 HOURS. SEE FOOTNOTE. EQUATION TO DETERMINE VAPOR EMISSION IN POUNDS: WEIGHT GAIN X 118.932 = POUNDS TOTAL HOURS WEIGHT GAIN X 118.932 = TOTAL HOURS NUMERIC EXAMPLE W/ A 4.5 GAIN IN 64.5 HRS. (ALWAYS ROUND TO THE NEAREST TENTH): 4.5 X 118.932 = 8.3 64.5 POUNDS PER 1,000 SQUARE FEET IN 24 HOURS POUNDS PER 1,000 SQUARE FEET IN 24 HOURS THE VAPRECISION ANHYDROUS CALCIUM CHLORIDE TEST KIT, INSTRUCTIONS, CALCULATIONS AND ALL OTHER PRINTED INFORMATION ARE PROPERTY OF VAPRECISION TE S TING SYSTEMS, COPYRIGHT HT 1 994. REV ISED AUGUST UST 1999. T H E VAPRECISION ANHYDROUS CALCIM CHLORIDE TEST KIT CONFORMS TO THE AMERICAN SOCIETY FOR TESTING * MATERIALS DOCUMENTATION ASTM E- 1907 -97 AND ASTM-F-1869-98 AND IS ACTUALLY PICTURED IN THE ASTM E -1907 SPECIFICATION. ASTM DOCUMENTS ARE THE COPYRIGHT PROPERTY OF ASTM, AND CAN BE PURCHASED EASILY FROM THEIR WEB SITE AT WWW.ASTM.ORG. FOOTNOTE : THE FORMULA ABOVE' COMPLIES TO ASTM DOCUMENTATION AS OF 8/99 AND DEDUCTS THE AREA OF THE CALCIUM CHLORIDE DISH IN CONTACT WITH THE SLAB. THERE IS A DEBATE REGARDING THIS ISSUE. TO CALCULATE THE TEST RESULT WITHOUT DEDUCTING THE AREA OF THE DISH, USE 108.846 INSTEAD OF 118.932. DIVISION 4 - MASONRY A. THE CONTRACTOR SHALL ACCOMPLISH ANY MISCELLANEOUS MASONRY WORK INDICATED ON THE PLANS, OR NOT INDICATED ON THE PLANS YET INCIDENTAL TO THE ACCOMPLISHMENT OF OTHER WORK. WHERE APPLICABLE, MASONRY WORK SHALL MATCH EXISTING 'WORK. FINISH BRICK WORK SHALL SE NEATLY TOOTHED INTO EXISTING MASONRY IF APPLICABLE. DIVISION 5 - METALS A. STRUCTURAL STEEL: REFER TO STRUCTURAL DRAWINGS (NHERE APPLICABLE.) B. METAL STUDS: GALVANIZED STEEL STUDS SIZED AS INDICATED ON DRAWINGS OR AS REQUIRED. INCLUDE ALL ACCESSORIES, SUCH AS BRIDGING, TRACK, ETC. PROVIDE ALL MISCELLANEOUS BOLTS, CLIPS, ANCHORS, ANGLES, BRACKETS, SLEEVES, FASTENERS, AND OTHER METAL ITEMS AS REQUIRED. WOOD STUDS MAY BE SUBSTITUTED WHERE PERMISSIBLE BY CODES: 1. COLD FORMED STEEL FRAMING SHALL CONFORM TO REQUIREMENTS OF THE LATEST EDITION OF ANSI "SPECIFICATION FOR DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS" 2. STUDS SHALL BE INSTALLED SO THE ENDS ARE POSITIONED AGAINST THE INSIDE OF THE RUNNER TRACK NEB PRIOR TO FASTENING AND SHALL BE ATTACHED TO BOTH FLANGES OF THE UPPER AND LOWER RUNNER TRACKS. B. FOR VERTICAL STUDS WHERE THERE IS NO SHEATHING ATTACHED (SUCH AS ABOVE THE CEILING,) OR WHERE SHEATHING 1S ATTACHED TO ONLY ONE FACE, PROVIDE STANDARD BRIDGING AT 48" O.C. MAX. ATTACH PER MANUFACTURER'S SPECIFICATIONS. C. DECORATIVE METALS: INSTALL OWNER PROVIDED DECORATIVE METAL SUCH AS STAINLESS STEEL, PREFINISHED METAL, ETC. AS INDICATED ON DRAWINGS, PER MANUFACTURER'S RECOMMENDATIONS. D. OWNER SUPPLIED METALS: G.C. IS RESPONSIBLE TO CONTACT VENDOR FOR ORDERING OF PREFINISHED METAL STOREFRONT PANELS, CORNER GUARDS AT TILE FACED COLUMNS. REFER TO INDIVIDUAL DETAILS FOR APPLICATION AND INSTRUCTIONS. DIVISION 6 - CARPENTRY A. PROVIDE NEW LUMBER, BEARING GRADE AND TRADEMARK OF ASSOCIATION UNDER WHICH IT WAS PRODUCED. B. LAYOUT, CUT, FIT AND ERECT FRAMING FOR ROUGH AND FINISHED WORK. INSTALL BLOCKING, NAILERS, FURRING AND OTHER ROUGH AND FINISHED MATERIALS AS REQUIRED. BRACE, PLUMB LEVEL MEMBERS IN TRUE ALIGNMENT AND RIGIDLY SECURE IN PLACE WITH SUFFICIENT NAILS, SCREWS AND BOLTS AS NECESSARY. C. USE FIRE RETARDANT LUMBER AND TRIM WHERE REQUIRED BY STATE OR LOCAL CODES, WHICH BEAR THE MANUFACTURER'S STAMP OF AUTHENTICITY. D. FURNISH AND INSTALL ALL GROUNDS OR BLOCKING REQUIRED TO RECEIVE STORE FIXTURES. E. FURNISH AND INSTALL ALL ROUGH HARDWARE, ANCHORS, BOLTS, ETC., AS REQUIRED FOR CARPENTRY WORK. DIVISION 7 - THERMAL $ MOISTURE BARRIER A. ROOFING /FLASHING: 1. GENERAL CONTRACTOR TO CONTACT LANDLORD'S ON -SITE MANAGER FOR SPECIFICATIONS ON ROOF PATCHING OR NAME OF ROOFING CONTRACTOR TO CONTACT FOR REPAIRS. B. INSULATION: 1. GENERAL CONTRACTOR TO PROVIDE AND INSTALL RIGID AND /OR FULL BATT INSULATION AND VAPOR BARRIER AT WALLS AND CEILING AS REQUIRED BY LANDLORD AND CONSTRUCTION DRAWINGS. C. SEALANTS AND CAULKINGS: 1. THROUGHOUT THE WORK, SEAL AND CAULK JOINTS WHERE SHOWN ON THE DRAWINGS AND ELSENI -IERE AS REQUIRED TO PROVIDE A POSITIVE BARRIER AGAINST PASSAGE OF MOISTURE AND AIR. ALL JOINTS ARE TO BE SEALED AND CAULKED, WHETHER SPECIFICALLY IDENTIFIED IN THIS SECTION OR NOT. APPROPRIATE MATERIALS SHALL BE USED. 2. DO NOT USE ANY MATERIAL WHICH HAS EXPIRED. 3. PROVIDE AND INSTALL ONLY MATERIALS WHICH ARE COMPATIBLE WITH EACH OTHER AND JQIITH THE RELATED JOINT SUBSTRATES. HER BARRIERS WEATH MANUFACTURER: WILMINGTON, DE 1980 HTTP: / /WWW.CON INSTALLATION SHA INSTALLATION GUID MANUFACTURE CENT IER MEMBRANE ( DUPO ■ T; 44 LANG ' ' -TY 0 GI CH OA, O AP S NUT ' - ) AZA 728, 835 A C•r - i#' • -EC• FAST 4..; +24I DIVISION 8 - DOORS AND WINDOWS ER BARRIER MANUFACTURER'S USING WEATHER BARRIER ACE 12 -18 INC° TICALLY ON ES ON CENTER, MAXIMUM HO = LLY. A. DOORS AND HARDWARE: 1. DOOR HARDWARE: REFER TO DOOR SCHEDULE FOR HARDWARE SPECIFICATIONS. 2. HOLLOW METAL FRAMES: K.D. MINIMUM 16 GAUGE. SIZE AND SHAPE PER DOOR SCHEDULE. 3. LABELED DOORS: WHERE REQUIRED, PROVIDE U.L. LABEL DOORS AND FRAMES PER APPLICABLE STATE AND LOCAL BUILDING CODES. LABEL DOORS TO RECEIVE DOOR CLOSER. 4. FABRICATE AND ERECT TRUE, PLUMB AND SQUARE AS SPECIFIED AND AS DETAILED AND PER MANUFACTURER'S RECOMMENDATIONS. B. WINDOWS /MIRRORS: 1. GLASS a. STOREFRONT GLASS TO BE HORIZONTALLY TEMPERED. SIZE AND NUMBER OF PIECES AS SHOWN ON DRAWINGS. GLAZING CONTRACTOR TO PROVIDE AND NSTALL ALL GLAZING CHANNELS, GASKETS, BLOCKING, ETC., REQUIRED FOR COMPLETE INSTALLATION. PROVIDE NEAT, UNIFORM (1/4" WIDE UNLESS NOTED OTHERWISE) GAPS BETWEEN GLASS PANES AND BETWEEN PANES AND ADJACENT VERTICAL SURFACES. b. ARRISSED EDGE: EDGES TO BE DIAMOND GROUND 1/16" 45 DEGREE BEVEL AT FRONT AND SACK FACES WITH ALL EXPOSED EDGES UNIFORMLY MACHINE POLISHED. c. OWNER REQUIRES THAT STOREFRONT GLASS NOT SON MORE THAN +/- 1/16" OUT OF VERTICAL. d. ALL GLASS TO BE SET IN GLAZING GASKETS THE SIZE AND SHAPE NECESSARY TO ACCOMPLISH GOOD WORKMANSHIP. CAULKING NOT PERMITTED. C. WALL MOUNTED GLASS MIRRORS: I. QUALITY ASSURANCE a. INSTALLER QUALIFICATIONS: AN EXPERIENCED INSTALLER WHO HAS COMPLETED MIRROR GLAZING SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED; WHOSE WORK HAS RESULTED IN MIRROR INSTALLATIONS WITH A RECORD OF NOT LESS THAN 5 YEARS OF SUCCESSFUL IN- SERVICE PERFORMANCE. b. SOURCE LIMITATIONS FOR MIRRORS: OBTAIN MIRRORS FROM ONE SUPPLIER /MANUFACTURER FOR EACH TYPE OF MIRROR INDICATED. c. SOURCE LIMITATIONS FOR GLAZING ACCESSORIES: OBTAIN GLAZING ACCESSORIES FROM ONE SOURCE FOR EACH TYPE OF ACCESSORY INDICATED. d. GLAZING PUBLICATIONS: COMPLY WITH THE APPLICABLE RECOMMENDATIONS OF THE FOLLOWING. WHERE RECOMMENDATIONS CONFLICT THE MORE STRINGENT SHALL APPLY. e. GLASS ASSOCIATION OF NORTH AMERICA (GANA): "GLAZING MANUAL" AND THE MIRROR DIVISION'S "MIRRORS, HANDLE WITH EXTREME CARE: TIPS FOR THE PROFESSIONAL ON THE CARE AND HANDLING OF MIRRORS." f. NATIONAL GLASS ASSOCIATION (NGA): "CUSTOM MIRRORS, FABRICATION AND INSTALLATION. 2. DELIVERY, STORAGE, AND HANDLING. a. PROTECT MIRRORS ACCORDING TO MIRROR MANUFACTURER'S WRITTEN INSTRUCTIONS AND AS NEEDED TO PREVENT DAMAGE TO MIRRORS FROM CONDENSATION, TEMPERATURE CHANGES DIRECT EXPOSURE TO SUN, OR OTHER CAUSES. b. COMPLY WITH MIRROR MANUFACTURER'S WRITTEN INSTRUCTIONS FOR SHIPPING, STORING, AND HANDLING MIRRORS AS NEEDED TO PREVENT DETERIORATION OF SILVERING, DAMAGE TO EDGES, AND ABRASION OF GLASS SURFACES AND APPLIED COATINGS. STORE INDOORS, PROTECTED FROM MOISTURE INCLUDING CONDENSATION. 3. PROJECTION CONDITIONS: ENVIRONMENTAL LIMITATIONS - DO NOT INSTALL MIRRORED GLASS UNTIL AMBIENT TEMPERATURE AND HUMIDITY CONDITIONS ARE MAINTAINED AT LEVELS INDICATED FOR FINAL OCCUPANCY. 4. SILVERED FLAT GLASS MIRROR MATERIAL: 6.0 MM THICK AND COMPLYING WITH ASTM C 1503, MIRROR SELECT QUALITY FOR USE IN VISUALLY DEMANDING APPLICATIONS REQUIRING MINIMAL DISTORTIONS AND BLEMISHES. 5. FABRICATION a. CUTOUTS: FABRICATE CUTOUTS FOR NOTCHES AND HOLES IN MIRRORS WITHOUT MARRING VISIBLE SURFACES. LOCATE AND SIZE CUTOUTS SO THEY FIT CLOSELY AROUND PENETRATIONS IN MIRRORS. b. MIRROR EDGE TREATMENT: CUTTING AND POLISHING (1) TYPICAL MIRRORS: FLAT EDGES WHERE THE CLEAN CUT "SQUARE" EDGE OF THE GLASS IS FLAT AND SURFACES EDGES ARE SLIGHTLY ARRISSED. AFTER GRINDING THE ARISSES, EDGES SHALL SE POLISHED TO A HIGH GLOSS SURFACE WHERE THE SURFACE REFLECTIVITY IS SIMILAR IN APPEARANCE TO THE MAJOR SURFACE OF THE GLASS. (2) BEVELED EDGED MIRRORS: PROVIDE BEVELED EDGED MIRRORS WHERE THE SURFACE EDGE OF THE GLASS IS BEVELED TO WIDTH INDICATED ON THE OWNER FURNISHED DRAWINGS. THE ANGLE FORMED BY THE INTERSECTION OF THE FLANGE OF THE BEVEL WITH THE MAJOR SURFACE FACE OF THE GLASS SHALL BE BETWEEN 3 TO 10 DEGREES. THE BEVELED SURFACE AND THE NOSE OF THE BEVEL SHALL BE POLISHED TO A HIGH GLOSS SURFACE WHERE THE SURFACE REFLECTIVITY IS SIMILAR IN APPEARANCE TO THE MAJOR SURFACE OF THE GLASS. (3)EDGE SEALING: IMMEDIATELY AFTER CUTTING THE FINAL SIZES, AND APPLYING EDGE TREATMENT; FACTORY SEAL EDGES OF MIRRORS WITH EDGE SEALER TO PREVENT CHEMICAL OR ATMOSPHERIC PENETRATION OF GLASS COATING. 6. MISCELLANEOUS MATERIALS a. SETTING BLOCK: NON- RUBBER OR NON- NEOPRENE BASED ELASTOMERIC MATERIAL MANUFACTURED FOR SETTING SILVERED FLAT GLASS MIRRORS, COMPATIBLE WITH ADHESIVE USED FOR PLACEMENT, WITH A TYPE A SHORE DUROMETER HARDNESS OF 85, PLUS OR MINUS 5. 1/8" WIDE X 1/4" HIGH X 4" LONG. b. EDGE SEALER: COATING COMPATIBLE WITH GLASS COATING AND APPROVED BY MIRROR MANUFACTURER FOR USE IN PROTECTING AGAINST SILVER DETERIORATION AT MIRROR EDGES. C. MIRROR MASTIC: PALMER PRODUCTS CORP., "MIRROR- MASTIC ", (502) 893 -3668, (800) 431 -6151, FAX (502) 895 -9253. d. DRYWALL AND PLYWOOD PAINT (POROUS SUBSTRATE PRIMER): PALMER PRODUCTS CORP. "MIRROR - MASTIC BOND ", (502) 893 -3668, (800) 431 -615I, FAX (502) 895 -9253. e. TOP AND BOTTOM ALUMINUM J CHANNELS: ALUMINUM EXTRUSIONS WITH A RETURN DEEP ENOUGH TO PRODUCE A GLAZING CHANNEL TO ACCOMMODATE 6 MM THICK MIRRORS AND HEAVY BODIED MIRROR MASTIC SPECIFIED AND IN A SINGLE PIECE. THE ENDS OF THE BACK LIPS OF ALL CHANNELS SHALL BE FACTORY SNIPPED AND FILED SO THAT THEY WILL NOT BE SEEN AFTER INSTALLATION. (1) BOTTOM TRIM: C.R. LAURENCE CO. INC., 1/4" STANDARD "J" CHANNEL (CATALOG NUMBER D636P POLISHED FINISH), (800) 421 -6I44, FAX (800) 262 -329q. J- CHANNELS FORMED WITH FRONT LEG AND BACK LEG NOT LESS THAN 3/8" AND 7/8" IN HEIGHT, RESPECTIVELY. (2)TOP TRIM: CR. LAURENCE CO. INC., 1/4" DEEP NOSE "J" CHANNEL (CATALOG NUMBER D645P POLISHED FINISH), (800) 421 -6144, FAX (800) 262 -3299. J- CHANNELS FORMED WITH FRONT LEG AND BACK LEG NOT LESS THAN 5/8" AND 1- 3/16" IN HEIGHT, RESPECTIVELY. f. STUD FASTENERS: PROVIDE #6 GAGE DIAMETER, 1 -5/8" LONG, PHILLIPS BUGLE HEAD, SLEF- DRILLING TYPE, FINE THREADED STEEL SCREW FASTENERS IN QUANTITY AS REQUIRED FOR SUPPORT AND FASTENING OF WOOD TRIMS AND MIRRORS CHANNELS TO DRYWALL STUD FRAMING AND IN WALL BLOCKING. HILTI KWI -PRO SELF DRILL DRYWALL SCREWS, ORDERING NAME: 6" X l' -5/8" PBH SD, ITEM #: 00086216; HILTI CORPORATION (600) 879 -8000. G. PLASTIC WOOD FILLER: COMMERCIAL QUALITY WOOD FILLER SPECIFICALLY MANUFACTURED TO ADVANCE THE FINAL BUILD AND SMOOTHNESS OF THE INSTALLED WOOD TRIM SURFACE BY FILLING DENTS, SCRATCHES, MITER JOINTS, AND VOIDS ABOVE COUNTERSUNK FASTENER HEADS. THE SELECTED FILLER SHALL BE EITHER NEUTRAL OR TINTED TO MATCH THE COLOR OF THE WOOD TRIM. h. PLYWOOD FASTENERS: PROVIDE MINIMUM #6 GAGE DIAMETER, PHILLIPS FLAT HEAD, SHARP POINTED, COARSE THREADED, STEEL WOOD SCREW FASTENERS IN QUANTITY AS REQUIRED. FURNISH PLYWOOD FASTENERS IN LENGTH AS REQUIRED TO SPAN THROUGH WOOD MIRROR TRIM, AND MIRROR CHANNELS, PLUS 3/4" i. WOOD MIRROR TRIM 7. EXAMINATION a. EXAMINE SUBSTRATES, OVER NHICH MIRRORS ARE TO BE MOUNTED, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH INSTALLATION TOLERANCES, SUBSTRATE PREPARATION, AND OTHER CONDITIONS AFFECTING PERFORMANCE. (1) VERIFY COMPATIBILITY AND SUITABILITY OF SUBSTRATES, TRATES , INCLUDI NG COMPATIBILITY OF MIRROR MASTIC WITH EXISTING FINISHES OR PRIMERS. PROCEED WITH MIRRORED GLASS INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED AND SURFACES ARE DRY. 8. PREPARATION a. COMPLY WITH MASTIC MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS FOR PREPARATION OF SUBSTRATES. (1) MIRROR, DRYWALL AND PLYWOOD SUBSTRATES SHALL BE FREE OF DUST, BE CLEAN, AND DRY PRIOR TO APPLICATION OF MIRROR MASTIC AND DRYWALL AND PLYWOOD PAINT. IF PLYWOOD OR DRYWALL SURFACES HAVE BEEN PAINTED PRIOR TO APPLICATION OF THE SPECIFIED DRYWALL AND PLYWOOD PAINT THE EXISTING PAINT SHALL BE SANDED THROUGH THE ORIGINAL SURFACE AND THE SUBSTRATE CLEANED PRIOR TO THE APPLICATION OF DRYWALL AND PLYWOOD PAINT. D. GLAZING: 1. GENERAL: INSTALL MIRRORS WITH MIRROR GLAZING CHANNELS TO COMPLY WITH WRITTEN INSTRUCTION OF MIRROR AND MIRROR GLAZING CHANNEL MANUFACTURERS, WITH REFERENCED GANA AND NGA PUBLICATIONS, OWNER FURNISHED DRAWINGS, AND AS SPECIFIED. MOUNT MIRRORS PLUMS, IN LINE AND IN A MANNER THAT AVOIDS DISTORTING REFLECTED IMAGES 2. COMPLY WITH MASTIC MANUFACTURER'S PRINTED DIRECTIONS FOR PREPARATION AND SEALING OF MOUNT SURFACES BY SEALING DRYWALL, AND PLYWOOD, SUBSTRATES WITH DRYWALL AND PLYWOOD PAINT. ALLOW PAINT TO DRY BEFORE APPLYING MIRROR MASTIC. 3. MIRROR CHANNEL INSTALLATION: a. TO PLYWOOD: DRILL, DO NOT DIMPLE, BACK LIP OF CHANNEL TO RECEIVE FASTENERS WITH HOLES PROPERLY SIZED AND SPACED TO RECEIVE FASTENERS. ATTACH MIRROR CHANNELS BY SCREW ATTACHING MIRROR CHANNEL THROUGH THE BACK LIP OF THE CHANNEL TO PLYWOOD SUBSTRATE IN ACCORDANCE WITH THE FASTENER MANUFACTURERS WRITTEN INSTRUCTIONS. INSTALL THE WES OF THE TOP CHANNEL 1/4" HIGHER THAN THE HEIGHT OF THE MIRROR TO ALLOW THE RAISING OF THE MIRROR IN TO THE TOP CHANNEL AND ITS SUBSEQUENT LOWERING INTO THE BOTTOM CI- IANNEL. AFTER INSTALLING FASTENERS PLACE MASKING TAPE OVER THE ENTIRE LENGTH OF THE BACK LIP OF THE CHANNEL COMPLETELY COVERING THE FASTENER HEADS TO PROTECT THE MIRROR FROM BEING CHIPPED IN SETTING. ADHERE SETTING BLOCKS AT QUARTER POINTS FOR BOTTOM MIRROR CHANNELS USING ONLY 2 SETTING BLOCKS PER MIRROR PANEL. b. TO DRYWALL: MARK THE LOCATIONS FOR THE STUD FASTENERS ON THE BACK LIP OF EACH MIRROR CHANNEL AT EQUAL INTERVALS NOT OVER 8" ON CENTER, AND NOT MORE THAN 3" FROM ENDS PRIOR TO DRILLING THE CHANNEL. DRILL AND COUNTERSINK, DO NOT DIMPLE BACK LIP OF CHANNEL TO RECEIVE STUD FASTENERS AT MARKED LOCATIONS WITH HOLES PROPERLY SIZED TO RECEIVE STUD FASTENERS, ATTACH MIRROR CHANNELS BY SCREW ATTACHING MIRROR CHANNEL. THROUGH THE SACK LIP OF THE CHANNEL THROUGH DRYWALL, STUD FRAMING AND SHEET METAL BACKER PLATE SUBSTRATES IN ACCORDANCE WITH THE FASTENERS MANUFACTURERS WRITTEN INSTRUCTIONS. (I) INSTALL THE WEB OF THE TOP CHANNEL 1/4" HIGHER THAN THE HEIGHT OF THE MIRROR TO ALLOW THE RAISING OF THE MIRROR INTO THE TOP CHANNEL AND ITS SUBSEQUENT LOWERING ONTO THE NEB OF THE BOTTOM CHANNEL. AFTER INSTALLING FASTENERS PLACE MASKING TAPE OVER THE ENTIRE LENGTH OF THE BACK LIP OF THE CHANNEL COMPLETELY COVERING THE FASTENER HEADS TO PROTECT THE MIRROR FROM BEING CHIPPED IN SETTING. ADHERE SETTING BLOCKS TO THE NEB OF THE BOTTOM MIRROR CHANNELS, LOCATED AT QUARTER POINTS, USING 2 SETTING BLOCKS PER MIRROR PANEL. 4. WOOD TRIM * INSTALLATION a. BEFORE INSTALLING MIRROR WOOD TRIM, EXAMINE SHOP- FABRICATED WORK FOR COMPLETION AND COMPLETE WORK AS REQUIRED. PRIME TO ALL EXPOSED SURFACES OF THE MIRROR WOOD TRIM NI-IICH WILL BE IN CONTACT WITH THE MIRROR BACKING TO ELIMINATE INTERACTIONS BETWEEN THE RESINS IN THE WOOD AND THE MIRROR BACKING. b. INSTALL MIRROR WOOD TRIM PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SCRIBE AND CUT MIRROR WOOD TRIM TO FIT ADJOINING WORK, AND REFINSH CUT SURFACES AND REPAIR DAMAGED FINISH AT CUTS. INSTALL WITH MINIMUM NUMBER OF JOINTS POSSIBLE, USING FULL - LENGTH PIECES (FROM MAXIMUM LENGTH OF HOOD TRIM AVAILABLE) TO GREATEST EXTENT POSSIBLE. DO NOT USE PIECES LESS THAN 16 LONG, EXCEPT WHERE G, EX EPT ERE SHO RTER SINGLE - LENGTH PIECES ARE NECESSARY. SCARF RUNNING JOINTS. MITERS OVER 4" LONG SHALL BE SPLINED AND GLUED. 5. PROTECTION AND CLEANING a. PROTECT MIRRORS FROM BREAKAGE AND CONTAMINATING SUBSTANCES RESULTING FROM CONSTRUCTION OPERATIONS. USING CLEAN WARM WATER, CLEAN MIRRORS BY METHODS RECOMMENDED IN REFERENCED GLAZING STANDARDS. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2013 City of Tukwila BUILDING DIVISION (O7 RECEIVED CITY OF -MOM t.A NOV 1 6,.2012 PERMIT CENTER OWNER: cfl I co's 11215 METRO PARKWAY FT. MYERS, FL. 33966 ARCHITECT / ENGINEER: SHREMSHOCK 0 ui a) E E 0 0 0 0 0 $.- aEi o c f: 614 545 4555 THE ARCHITECT ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE SHOWN ON THE SEAL. THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. Join a INTIMATES STORE NO: 5381 PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 DESIGN TYPE: LINEN & LACE REVISIONS: REQUIRED BY: DATE INDICATES NO REVISION TO THIS SHEET DRAWN BY: ALW CHECKED BY: LMM /KMM 6923 REG .� rta i �� �Ir oi;1.11 I EC T 1\.,., GERALD S. sir liti'=6 '1•s!•II) {; €C S1/0"E O; WASHINGTON DRAWING TITLE: SPECIFICATIONS DATE ISSUED: 11/07/2012 PROJECT'NO: 120421 DRAWING NO: AS.1 E. ALUMINUM- FRAMED ENTRANCES * STOREFRONTS: 1. GENERAL: INSTALL G.G. SUPPLIED EXTRUDED ALUMINUM ENTRANCE SYSTEM W I H DOORS, FRAMES, HARDWARE AND ACCESSORIES AS REQUIRED FOR T D R, FR , , R COMPLETE WEATHERTIGHT INSTALLATION. 2. STANDARDS: COMPLY WITH ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOCIATION (AAMA) "ALUMINUM STORE FRONT AND ENTRANCE MANUAL. 3. CODES AND REGULATIONS: COMPLY WITH APPLICABLE CODES AND REGULATIONS. 4. SUBMITTALS: NOT REQUIRED. 5. INSTALLATION WARRANTY 6. MANUFACTURER: OLD CASTLE (OR APPROVED EQUAL) 7. STOREFRONT: EXTRUDED ALUMINUM ENTRANCE SYSTEM AS INDICATED ON DRAWINGS. a. ALUMINUM TYPE: AS RECOMMENDED BY MANUFACTURER FOR APPLICATION INDICATED, BUT NOT LESS THAN EXTRUDED ALUMINUM, ASTM 5221, 6061 OR 6063 ALLOY AND T5 OR T6 TEMPER 8. FINISH: BLACK #760 9. GLAZING: ASTM C1048, PROVIDE FULLY TEMPERED SELECT GLAZING QUALITY CLEAR FLOAT GLASS; NOMINAL 1/2" SAFETY GLASS UNLESS OTHERWISE INDICATED. a. APPLIED GLAZING FILM: SUPPLY * APPLY 3M FILM ON ALUMINUM FRAMED STOREFRONT GLASS WHERE INDICATED ON DRAWINGS. 10. GLAZING ACCESSORIES: OF TYPE RECOMMENDED BY MANUFACTURER TO SUIT SECURITY LOCATIONS AND APPLICATIONS FOR DRY GLAZING INSTALLATION. 11. MISCELLANEOUS MATERIALS: a. STEEL REINFORCEMENT AND BRACKETS: MANUFACTURER'S STANDARD NIT-1 MINIMUM 2 OZ. HOT -DIP ZINC COATING, ASTM A123, APPLIED AFTER FABRICATION. b. BITUMINOUS PAINT: COLD- APPLIED MASTIC, SSPC PAINT 12, COMPOUNDED FOR 30 MIL TI- 11CKNESS PER COAT. C. FLASHING: INSTALL SUB -SILL FLASHING MEMBERS; MINIMUM 22 GAGE SHEET ALUMINUM OF SIZES AND SHAPES INDICATED AND AS REQUIRED TO DRAIN WATER TO EXTERIOR; MATCH ADJACENT ALUMINUM MEMBER FINISH. d. ANCHORING DEVICES: CORROSION RESISTANT TYPE CAPABLE OF SUPPORTING LOADS; DESIGN TO ALLOW ENTRANCE SYSTEM AND SUPERIMPOSED DESIGN LOAD DE G T L ADJUSTMENTS OF SYSTEM PRIOR TO BEING PERMANENTLY FASTENED IN PLACE. 12. FABRICATION: a. ACCURATELY FIT TOGETHER JOINTS AND CORNERS; MATCH COMPONENTS ENSURING CONTINUITY OF LINE AND DESIGN; ENSURE JOINTS AND CONNECTIONS ARE FLUSH, 1 /64th INCH MAX. AND WEATHERPROOF. NO CAULK AT ANY JOINTS OR CONNECTIONS. NO EXCEPTIONS! b. SEPARATE DISSIMILAR MATERIALS WITH BITUMINOUS PAINT OR PREFORMED SEPARATORS WHICH NI LL PREVENT CORROSION. 13. INSTALLATION: INSTALL ALUMINUM FRAMED STOREFRONT ASSEMBLIES, INCLUDING ENTRANCES, IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND TO MEET DESIGN REQUIREMENTS INDICATED, FOR WEATHERTIGHT INSTALLATION. a. ENSURE ASSEMBLIES ARE PLUMB, LEVEL AND FREE OF WARP' OR TWIST; MAINTAIN DIMENSIONAL TOLERANCES AND ALIGNMENT WITH ADJACENT WORK. b. USE SUFFICIENT ANCHORAGE DEVICES TO SECURELY AND RIGIDLY FASTEN ASSEMBLIES TO BUILDING. C. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, USING PROPER TEMPLATES. COORDINATE INSTALLATION OF CYLINDERS WITH SECTION 08700 . d. INSTALL SILL MEMBERS AND THRESHOLDS IN BED OF COMPOUND, JOINT FILLERS OR GASKETS TO PROVIDE WEATHERTIGHT CONSTRUCTION. e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a. REFER TO DRAWINGS FOR LOCATION OF SPECIFIED MATERIALS AND FINISHES WHEN APPLICABLE. b. NON -SALES CEILING: AS SCHEDULED OR EQUAL. CLASS "A" RATING. C. WHEN A ONE -HOUR FIRE -RATED CEILING ASSEMBLY IS REQUIRED' BY LANDLORD, STATE OR LOCAL CODES, THEN GENERAL CONTRACTOR IS TO CONFORM WITH UNDERWRITER'S LABORATORIES DESIGN FOR A ONE -HOUR RATED ASSEMBLY AS SCHEDULED. d. G.C. TO PROVIDE ONE BOX OF THE SPECIFIED CEILING TILES ON SITE FOR FUTURE USE. D. VINYL PLANK FLOORING: I. GENERAL: G.C. TO INSTALL OWNER SUPPLIED VINYL STRIP FLOORING SYSTEM WITH ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. 2. PROJECT CONDITIONS: PRIOR TO INSTALLATION OF ANY FLOORING, GC MUST ENSURE THAT THE JOBSITE AND SUB -FLOOR MEET THE REQUIREMENTS OF THE FOLLOWING INSTRUCTION. a. G.C. TO PERFORM MOISTURE TEST ON ALL CONCRETE FLOORS AS DIRECTED BY NNFA AND INSTALL BOSTIK MVP4 VAPOR BARRIER. MOISTURE CONTENT OF WOOD SUB -FLOOR MUST NOT EXCEED 12% AND CONCRETE MOISTURE CONTENT MUST NOT EXCEED 3LBS. b. G.C. TO PROVIDE MOISTURE TEST REPORT TO CONSTRUCTION MANAGER IMMEDIATELY AFTER DEMOLITION AND /OR 1 WEEK PRIOR TO FLOOR INSTALLATION. IF THE G.C. FAILS TO PROVIDE REPORT, ANY FLOOR FAILURE ATTRIBUTED TO MOISTURE, IT WILL BE THE RESPONSIBILITY OF THE G.C. TO REPLACE (LABOR AND MATERIAL). C. ALL WORK INVOLVING WATER OR MOISTURE SHOULD BE COMPLETED BEFORE FLOOR INSTALLATION. d. -ROOM TEMPERATURE AND HUMIDITY OF INSTALLATION AREA SHOULD BE CONSISTENT WITH NORMAL, YEAR -ROUND LIVING CONDITIONS FOR AT LEAST A WEEK BEFORE INSTALLATION. ROOM TEMPERATURE OF 60 TO 70 DEGREE F AND HUMIDITY RANGE OF 40 TO 60% IS RECOMMENDED. e. G.C. TO STORE FLOORING AT INSTALLATION SITE FOR 72 HOURS BEFORE INSTALLATION TO ALLOW FLOORING TO ADJUST TO ROOM TEMPERATURE AND HUMIDITY. DO NOT STORE DIRECTLY ON CONCRETE OR NEAR OUTSIDE WALLS. THIS FLOORING MAY NOT BE ACCEPTABLE FOR FULL BATHROOM INSTALLATIONS BECAUSE OF MOISTURE ASSOCIATED WITH SUCH LOCATIONS. F. COMMENCEMENT OF WORK IS ACCEPTANCE OF CONDITIONS. 3. MANUFACTURERS: REFER TO FINISH SCHEDULE. 4. ADHESIVE: AS RECOMMENDED BY MANUFACTURER TO ENSURE (MAXIMUM DURABILITY OVER TIME; NONTOXIC, WATERPROOF TYPE SUITABLE FOR FLOORING, - SUBSTRATE, AND ACCEPTABLE TO APPLICABLE AUTHORITIES 5. MOISTURE VAPOR PROTECTION: BOSTIK MVP4 MOISTURE BARRIER OR AS RECOMMENDED BY MANUFACTURER; ONE -PART, TROWEL APPLIED, ELASTOMERIC, MOISTURE CURE URETHANE MEMBRANE. APPLY WITH 3/16" X 5/32" V- NOTCH TROWEL IS RECOMMENDED. D. WOOD STRIP FLOORING: 1. GENERAL: - PROVIDE SHOP FINISHED PRE - ENGINEERED WOOD STRIP FLOORING SYST WITH ACCESSORIE S AS REQUIRED FOR COM PLETE F INISH ED INSTALLATION. SUBMITTALS: FURNISH MANUFACTURER'S LITERATURE AND SAMPLES OF NOOD FLOORING AND EXPOSED ACCESSORIES, INCLUDING FINISH. PROJECT CONDITIONS: PRIOR TO INSTALLATION OF ANY FLOORING, GC MUST THAT THE JOBSITE AND SUB - FLOOR MEET THE REQUIREMENTS OF TI-4E FOLL STRUCTION. .C. TO PERFORM MOISTURE TEST ON ALL CONCRETE FLOORS AS DIRE FA AND INSTALL BOSTIK MVP4 VAPOR BARRIER. MOISTURE CONTENT - FLOOR MUST NOT EXCEED 12 % %% AND CONCRETE MOISTURE CONTE EXCEED 31-135. TO PROVIDE MOISTURE TEST REPORT TO CONSTRUCTION MAN O 1 PRIOR TO FLOOR AN W FL IATELY AFTER D/ R EEK PR R T G.C. FAILS TO PROVIDE REPORT, ANY FLOOR FAILURE ATT E, IT WILL BE THE RESPONSIBILITY OF THE G.C. TO RE RIAL). INVOLVING WATER OR MOISTURE SHOULD BE COMP • LLATION. ATURE AND HUMIDITY OF INSTALLATION ARE ITN NORMAL, YEAR - ROUND LIVING CONDITIO STALLATION. ROOM TEMPERATURE OF 6 OF 40 O 60° IS RECOMMENDED. F 4 T GORING AT INSTALLATION SIT F SURE NG C'ED BY OF WOOD T MUST S c NO b. G.C. I MME ►' IF TH MOI STU AND MA C. ALL WOR FLOOR INS d. ROOM TEMP CONSISTENT WEEK BEFORE HUMIDITY RANG e. G.C. TO STORE INSTALLATION TO HUMIDITY. DO NO STORE THIS FLOORING MAY BECAUSE OF MOI STU ° f F. COMMENCEMENT OF W •' K MANUFACTURERS: REFER 4. 5. NOOD: AS INDICATED ON D APPLIED ACRYLIC IMPREGNA APPLICATION TO CONCRETE. A �- ER R NSTALLATION. IBUTED TO ACE ( LABOR LLOW FLOORING TO ADJUST O DIRECTLY ON CON OT BE ACCEPTABLE F ASSOCIATED WITH IS ACCEPTANCE 0 FINISH SCI -IED ANIN S TONG T G ED FINISH I DE O 6. ADHESIVE: AS RECOMMENDED 8 MA OVER TIME; NONTOXIC, WATERP •OF AND ACCEPTABLE TO APPLICABL 7. MOISTURE VAPOR PROTECTION: 130' RECOMMENDED BY MANUFACTURER; � MOISTURE CURE URETHANE ME N TROWEL IS RECOMMENDED. SUBFLOOR FILLER: PREMIX LA E CEMENTITIOUS PASTE. 9. DIVIDER STRIPS: TYPE AS MANUFACTURER'S FULL R 10. PREPARATION: BROOM G SMOOTH AND FLAT TO PLUS O DUST AND FOREIGN SUBSTAN HOLES, AND FOR MINOR LEV a. GRIND CONCRETE WHERE SUBSTRATE FOR NOOD SCREEN, THEN VACUUM 11 . INSTALLATION: COMPLY INSTRUCTION FOR DIRE a. INSPECT FLOORING b. PROVIDE AT LEAS AND VERTICAL 0 C. ENSURE JOINTS CONTACT FOR CONCRETE, IT FLOORING TO AND CRACK d. LAY FLOG VERTICAL e. ALL BO COLOR THE F F. BOA TON g. CL 8. G • I T F • SU' NE- U NW MN TED BEFORE A SHOULD BE FOR AT LEAST A TO 70 DEGREE F AND OR 7 HOURS BEFORE O M TEMPERATURE AND E R NEAR OUTSIDE WALLS. BATHROOM INSTALLATIONS ATIONS. ITIONS. GROOVED EDGES WITH SHOP FOR DIRECT ADHESIVE ENSURE MAXIMUM DURABILITY E FOR FLOORING, SUBSTRATE, ISTURE BARRIER OR AS TROWEL APPLIED, ELASTOMERIC, WITH 3/16" X 5/32" V- NOTCH ING WATER ONLY TO PRODUCE S E SELECTED BY ARCHITECT FROM IPS WHERE NOT OTHERWISE INDICATED. S FACE AND ENSURE FLOOR SURFACE IS R 10' -0 ", FREE OF OIL, GREASE, X F LER TO PATCH CRACKS AND SMALL 1/8" LATEX IDGES AND IRREGUL RIP FLOORING. BUFF AND WIPE THOROUGHLY TH MANUFACTURER RECOM OF HOOD ATERIAL FOR CORRECT TY 1/2" EXPANSION SPACE BET :JECTS. F WOOD FLOORING ARE IN LINE; ENSU RMANENT BOND TO SUBSTRATE. WHEN S RECOMMENDED BLUE PAINTERS TAPE B ETHER WHILE ADHESIVE IS NET. THIS WILL TO A MINIMUM. REMOVE BLUE TAPE WITHIN G SYMMETRICAL ABOUT ROOM CENTER LINE; INTERRUPTIONS. DS THAT ARE CUT SHOULD BE HAND BEVELED OR D TO MATCH OTHER FLOORING BOARDS USING BLEED KIT OORING. 5 THAT MEET PERPENDICULAR OR AT ANY OTHER ANGLE A UE AND GROOVED TOGETHER. AN ALL ADHESIVE OFF THE FINISHED FLOORING WITH MINERAL SP S --E NOT TO RUB TOO AGGRESSIVELY WHICH COULD DAMAGE THE F EMOVE THE COLOR FROM THE FLOORING. h "ROVIDE DIVIDER STRIPS WHERE FLOORING TERMINATES WITH TILE OR FLOOR FINISHES. (1) DIVIDER STRIPS MANUFACTURER: MANHATTAN AMERICAN TERRAZZO STRIP COMPANY P.O BOX 72433 OLD 421 ROAD STALEY, NORTH CAROLINA 27355 (336)622 -4247; FAX: (336) 622 -4160 matsns @aol .com i. PROVIDE MAXIMUM 1:12 SLOPE WHERE FINISHED FLOOR SURFACE CHANGES LEVEL BETWEEN WOOD FLOORING AND ADJACENT FLOORING. RITIES PROVIDE UNSATISFACTORY • ONCRETE WITH AN 80 GRIT ITH LACQUER THINNER. OM ENDATIONS AND INSTALLATION ST P FLOORING OVER CONCRETE. TYPE, ANTITY AND DAMAGE. BETWEEN LOOKING AND ALL WALLS FULL ADHESIVE STALLING DIRECT TO USED TO HOLD THE EP THE FLOOR TIGHT 8 URS. FIT EATLY TO • GGED, AND SUPPLIED WITH TO BE ITS MAKING H AND /OR •1 HER RESILIENT SHEET FLOORING: GENERAL: PROVIDE RESILIENT SHEET FLOORING WITH ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. 2. BMITTALS: FURNISH PRODUCT DATA AND SAMPLES OF EACH TYPE OF FLOORING CO •R AND PATTERN SELECTED AND EACH TYPE OF EXPOSED INTEGRAL BASE ACC ORY. 3 PROJEC CONDITIONS: ENSURE FLOOR SURFACES ARE SM AND FLAT WITH MAXIMUM ■ • RIATION OF 1/8" IN 10' -0 "; ENSURE CONCRE S ARE DRY AND EXHIBIT NEG• IVE ALKALINITY, CARBONIZING AND D 5 a REFER TO F SH SCHEDULE FOR LOCATION OF • MATERIALS AND FINISHES WHEN k PLICABLE. b. FLAMMABILITY: 0. - WATTS /SQ.CM. OR HIG , ATM E648. 4. EDGE STRIPS AND AC SSORIES: RUBBER QR VI RESILIENT FLOORING. 5. SUBFLOOR FILLER: WHITE - MIXED L '7 E DESIGNED FOR PROVIDING THIN SOLID SURFA, FOR `�i'' •R RAMPING OF SUBSURFACE TO ADJACENT FLO. FINI S. RIAL CAPABLE OF BEING APPLIED AND FEATHERED OUT •:DJACEN WITHOUT SPALLING. 6. PRIMERS AND ADHESIVES: WA • of • TYPES AS RECOMMENDED BY FLOORING MANUFACTURER Fr -' ' IFI' • ' • ERIAL AND APPLICATION. 7. SEALER AND WAX: TYPE END D OORING MANUFACTURER FOR MATERIAL TYPE AND L A • 8. PREPARATION: CONFOR • STS AND UFACTURER'S RECOMMENDATIONS FOR PREPARATION; REMO SW 411 •R RIDGES A BUMPS; FILL LON SPOTS, CRACKS, JOINTS, HOLES AN TS WITH SUBFL R FILLER. g. INSTALLATION: COMPLY WIT ORING AND BASE MA FACTURER RECOMMENDATIONS AND INS LATION INSTRUCTIONS; S FLOORING IN PLACE, PRESS WITH HEAVY ROLLER FOR FULL ADHESION; SCRIBE WALLS, COLUMNS, AND OTHER APPURTENANCES TO PRODUCE TIGHT JOINTS. a. LAY FLOORING WITH MINIMUM SEAMS WITH PATTEN PARALLEL 0 BUILDING LINES TO PRODUCE SYMMETRICAL PATTERN; TERMINATE RESILIENT FLI •RING AT CENTERLINE OF DOOR OPENINGS WHERE ADJACENT FLOOR FINISH I DISSIMILAR; INSTALL EDGE STRIPS AT UNPROTECTED OR EXPOSED EDGES. 10. INTEGRAL COVE BASE: PROVIDE INTEGRAL COVE BASE INCLUDING COVE S. PORT STRIP OR FILLER AND METAL TOP EDGE STRIP; INSTALL TOP EDGE STRIP , VEL WITH FLOOR LINE, WITH TIGHTLY BUTTED. JOINTS, MITERED CORNERS; USE L• EST TOP EDGE PIECES AVAILABLE, MINIMUM 48" BETWEEN JOINTS. 11. CLEANING: REMOVE EXCESS ADHESIVE FROM FLOOR, BASE AND WALL SURFACES. F. VINYL RESILIENT TILE (NON - SALES): I. SEE FINISH SCHEDULE. BUTT BASE TO FLOOR AND WALL WITH NO GAPS. 2., FILL ALL CRACKS, JOINTS, ETC. IN SUB -FLOOR WITH CRACK FILLER APPROVED BY FLOORING MANUFACTURER. INSTALL ALL MATERIALS WITH WATERPROOF TYPE ADHESIVES AS RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIALS AND SURFACES INVOLVED. L EDGE STRIPS MATCHING EN • • G. PAINTING AND COATING 1. THIS SPECIFICATION DEFINES THE REQUIREMENTS FOR SURFACE PREPARATION, COATING SYSTEMS, MINIMUM AND MAXIMUM DRY FILM THICKNESS, SPECIAL APPLICATION INSTRUCTIONS WHEN NECESSARY AND INSPECTION FOR PAINTING OF SPECIFIED SUBSTRATES. 2. IF INSTRUCTIONS CONTAINED IN THIS SPECIFICATION, BID DOCUMENTS OR THE PAINTING SCHEDULE ARE AT VARIANCE WITH THE PAINT MANUFACTURER'S INSTRUCTIONS OR THE APPLICABLE STANDARDS AND CODES PUBLISHED BY SSPC OF OSHA, SURFACES SHALL BE PREPARED AND PAINT APPLIED TO MEET THE HIGHER STANDARD, AS DETERMINED BY THE DESIGN AUTHORITY. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUESTING PROMPT CLARIFICATION WHEN INSTRUCTIONS ARE LACKING, CONFLICTS OCCUR IN THE SPECIFICATION AND /OR PAINT MANUFACTURER'S LITERATURE, OR THE PROCEDURE SPECIFIED IS NOT CLEARLY UNDERSTOOD. IN THE EVENT, THE CONTRACTOR FAILS TO RESOLVE THE CONFLICTS, WHICH MAY EXIST, HE SHALL BE RESPONSIBLE FOR HANDLING THE DISCREPANCIES IN A MANNER AS PRESCRIBED BY THE DESIGN AUTHORITY AT NO ADDITIONAL COST TO THE OWNER. 4. ALL PERTINENT SAFETY REGULATIONS, BOTH THE OWNER'S AND OSHA'S SHALL BE ADHERED TO RIGIDLY. IN ADDITION, ALL SAFETY PRECAUTIONS NOTED ON THE MANUFACTURER'S PRODUCT DATA SHEETS AND LABELS SHALL BE OBSERVED FOR BOTH MATERIALS AND EQUIPMENT. 5. THE APPLICATION SHALL LEAVE NO SAGS, RUNS OR HOLIDAYS. ANY DAMAGE IN ANY COAT SHALL BE REPAIRED TO CONFORM TO THIS SPECIFICATION PRIOR TO FINAL INSPECTION. 6. WHERE REQUIRED, IMPERFECTIONS AND HOLES IN SURFACES TO BE COATED SHALL BE CLEANED AND REPAIRED ACCORDING TO HIGHEST INDUSTRY STANDARDS AND IN A MANNER APPROVED BY THE DESIGN AUTHORITY. 7. ALL MATERIALS SPECIFIED FROM BENJAMIN MOORE * CO., AND ARE INTENDED TO ESTABLISH STANDARDS OF QUALITY AND GENERIC TYPES. COATING SUBSTITUTIONS ARE PROHIBITED. 8. ALL COATING MATERIALS SHALL BE DELIVERED TO OTHER JOE SITE IN THE ORIGINAL AND UNOPENED CONTAINERS, PLAINLY MARKED WITH THE PROPER DESIGNATION OF THE PRODUCT, AS NELL AS THE NAME OF THE MANUFACTURER. ALL COATING MATERIALS AT THE JOB SITE SHALL BE SUBJECT TO INSPECTION BY THE OWNER'S REP. 9. ALL PAINTING MATERIALS SHALL BE STORED IN A CLEAN, DRY WELL VENTILATED PLAGE, PROTECTED FROM SPARKS, FLAME, DIRECT RAYS OF THE SUN, AND EXCESSIVE HEAT OR COLD. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE PROTECTION AND SAFETY OF MATERIALS STORED BY G.G. AT THE JOB SITE. 10. PAINT ADDITIVES ARE PROHIBITED. 11. COLORS FOR INDIVIDUAL ITEMS SHALL BE AS SPECIFIED IN THE FINISH PAINTING SCHEDULE, OF THIS SPECIFICATION AND /OR THE PAINTING SCHEDULE SUBMITTED AS A PART OF THE SCOPE OF WORK DOCUMENTS WITH THE SCOPE OF WORK SCHEDULE TAKING PRECEDENCE. COLORS SHALL NOT BE SUBSTITUTED. 12. SURFACES NOT TO BE PAINTED SHALL BE PROTECTED DURING CLEANING * PAINTING OPERATIONS. 13. BEFORE ANY SURFACE 15 COATED, IT SHALL BE CLEANED CAREFULLY OF ALL DUST, DIRT, GREASE, LOOSE RUST, MILL SCALE, OLD PAINT, ETC. 14. ALL CLEANED METAL SHALL BE PRIME COATED , AS SPECIFIED, IMMEDIATELY AFTER CLEANING TO PREVENT NEW RUSTING OR OXIDATION OF CLEANED SURFACES. 15. SURFACES a. SURFACE PREPARATION (ALL METAL AND WOOD SURFACES) 1) SOLVENT CLEANING SSPC -SP1 - THIS IS A METHOD FOR REMOVING OIL, GREASE, DRAWING AND CUTTING FLUIDS FROM THE SURFACE. A COMPLETE DESCRIPTION OF THE PROCEDURES CAN BE FOUND IN STEEL STRUCTURES PANTING COUNCIL SPECIFICATION "SSPC -SP -1 SOLVENT CLEANING" 2) EMULSIFIER SOLVENT GLEANING - ALL AREAS TO BE PAINTED SHOULD BE CLEANED THOROUGHLY WITH A SOLUTION OF OIL AND GREASE EMULSIFIER. THIS CLEANER EMULSIFIES ALL OF THE OILY SUBSTANCE CONVERTING IT TO SOAP AND FLOATS IF OUT OF THE SURFACE. THOROUGHLY SCRUB ALL AREAS UNTIL SURFACE APPEARS CLEAN, AND THE RINSE WELL WITH CLEAN WATER. THIS PROCESS SHOULD BE REPEATED TO ENSURE THAT THERE ARE NO OTHER OILY CONTAMINANTS REMAINING. b. WALLS AND COLUMNS - EGGSHELL FINISH 1) PRIMER: APPLY ONE (1) COAT OF SUPER SPEC LATEX ENAMEL UNDERCOATER PRIMER SEALER (PRODUCT # 253) AT A WET FILM THICKNESS OF 3.6 MILS PER COAT TO ACHIEVE A DRY FILM THICKNESS OF 1.1 MILS PER COAT. (TINT FINISH COAT). PRIMER ONE SHADE LIGHTER THAN 2)FINISH: APPLY TWO (2) COATS OF REGAL SELECT PREMIUM INTERIOR PAINT EGGSHELL FINISH (549) AT A WET FILM THICKNESS OF 3.8 MILS PER COAT TO ACHIEVE A DRY FILM THICKNESS OF 1.5 MILS PER COAT. 3)APPLICATION: BRUSH SMALL AREAS AND AROUND TRIM AND CEILING WITH PREMIUM QUALITY NYLON /POLYESTER BRUSH. FIRST COAT MAY BE SPRAYED, BUT BACKROLL WITH SOFT WOVEN COVER NO LARGER THAN 1/2" NAP TO MINIMIZE TEXTURE. SECOND COAT SHALL BE APPLIED BY ROLLER ONLY. C. CEILINGS AND SOFFITS - FLAT FINISH 1) PRIMER: APPLY ONE (1) COAT OF SUPER SPEC LATEX ENAMEL UNDERCOATER PRIMER SEALER (PRODUCT # 253) AT A WET FILM THICKNESS OF 3.6 MILS PER COAT TO ACH I EVE A DRY FILM THICKNESS OF 1.1 MILS PER COAT. (TINT PRIMER ONE SHADE LIGHTER THAN FINISH COAT). 2) FINISH: APPLY TWO (2) COATS OF REGAL SELECT PREMIUM INTERIOR PAINT FLAT FINISH (547) AT A WET FILM THICKNESS OF 3.8 MILS PER COAT TO ACHIEVE A DRY FILM THICKNESS OF 1.4 MILS PER COAT. 3) APPLICATION: BRUSH SMALL AREAS AND AROUND TRIM AND CEILING WITH PREMIUM QUALITY NYLON /POLYESTER BRUSH. FIRST COAT MAY BE SPRAYED, BUT BACKROLL WITH SOFT WOVEN COVER NO LARGER THAN 1/2" NAP TO MINIMIZE TEXTURE. SECOND COAT SHALL BE APPLIED BY ROLLER ONLY. d. NALL BASE, CASING, AND TRIM - SEMI GLOSS FINISH 1) PRIMER: APPLY ONE (I) COAT OF SUPER SPEC LATEX ENAMEL UNDERCOATER PRIMER SEALER (PRODUCT # 253) AT A WET FILM THICKNESS OF 3.6 MILS PER COAT TO ACHIEVE A DRY FILM THICKNESS OF 1.1 MILS PER COAT. (TINT PRIMER ONE SHADE LIGHTER THAN FINISH COAT). 2)FINISH: APPLY TNO (2) COATS OF REGAL SELECT PREMIUM INTERIOR PAINT SEMI -GLOSS FINISH (551) AT A NET FILM THICKNESS OF 3.8 MILS PER COAT TO ACHIEVE A DRY FILM THICKNESS OF 1.4 MILS PER COAT. 3)APPLICATION: BRUSH APPLY WITH PREMIUM QUALITY NYLON /POLYESTER BRUSH. PRIMER MAY BE SPRAYED. ALWAYS KEEP A WET EDGE DURING APPLICATION. A MAXIMUM OF ONE PINT PER GALLON OF CLEAN WATER MAY BE ADDED FOR A DESIRED CONSISTENCY AND FLOW. e. METAL DOORS AND METAL DOOR JAMBS - SEMI GLOSS FINISH 1) PRIMER: APPLY ONE (1) COAT OF SUPER SPEC HP ACRYLIC METAL PRIMER (PO4) AT A WET FILM THICKNESS OF 4.0 -4.5 MILS PER COAT TO ACHIEVE A DRY FILM THICKNESS OF 1.7 -2.3 MILS PER COAT. (TINT PRIMER ONE SHADE LIGHTER THAN FINISH COAT). 2)FINISH: APPLY TNO (2) COATS OF REGAL SELECT PREMIUM INTERIOR PAINT SEMI -GLOSS FINISH (551) AT A WET FILM THICKNESS OF 3.8 MILS PER COAT TO ACHIEVE A DRY FILM THICKNESS OF 1.4 MILS PER COAT. 3)APPLICATION: FOR JAMBS: BRUSH APPLY WITH PREMIUM QUALITY NYLON /POLYESTER BRUSH. ALWAYS KEEP A NET EDGE DURING APPLICATION. FOR DOORS, A SOFT WOVEN COVER OF NO MORE THAN 1/2" IS RECOMMENDED FOR A SMOOTH APPEARANCE. A MAXIMUM OF ONE PINT PER GALLON OF CLEAN WATER MAY BE ADDED FOR A DESIRED CONSISTENCY AND FLOW. f . NOTES AND CAUTIONS I) ENSURE PROPER CONDITIONS FOR APPLICATION - BEFORE ANY SURFACE IS COATED, IT SHALL BE CLEANED OF ALL DUST, DIRT, GREASE, LOOSE RUST, MILL SCALE, LOOSE PAINT, ETC. IMPERFECTIONS AND HOLES IS SURFACES TO BE COATED SHALL BE CLEANED AND FILLED IN AN APPROVED MANNER. 2) ALL PROJECTS SHOULD BE INSPECTED - AT VARIOUS STAGES OF SURFACE PREPARATION AND COATING APPLICATION. INSPECTIONS SHOULD BE CARRIED OUT BY G.C. INSPECTION * OWNERS REP. OR BY OUTSIDE INSPECTION FIRMS. 3) CLEAN ANY BOLTS AND PAINT THEM USING A BRUSH - COLORS SHOULD BE DEGREASED BEFORE PRIMING. THE PRIMER AND TOPCOATS SHOULD BE APPLIED BY BRUSH TO ACHIEVE COMPLETE AND UNIFORM COVERAGE. 4) MASK FAYING SURFACES AFTER PRIMING - IF FAYING SURFACES ARE TO BE PRIMED, THEY MUST BE MASKED AFTER PRIMING TO PREVENT TOPCOATING OF THE FAYING SURFACES. APPLICATION OF THE TOPCOAT TO A FAYING SURFACE MY LEAD TO LOOSENING OF FRICTION JOINTS. 5) ENSURE ADEQUATE VENTILATION - ADEQUATE VENTILATION WHILE APPLYING AND CURING COATINGS IS IMPORTANT FOR HEALTH AND SAFETY REASONS AND TO ENSURE PROPER CURING OF THE COATING. WHEN APPLYING COATINGS IN CONFINED SPACES, SOLVENT VAPORS MAY ACCUMULATE, LEADING TO INTOXICATION OF WORKERS OR FIRE AND EXPLOSION. FLAMMABLE SOLVENTS AND THE ATOMIZED COATINGS ARE GENERALLY HEAVIER THAN AIR AND TEND TO SETTLE IN THE LONER AREAS OF CONFINED CONSIDER THIS WHEN DESIGNING AND INSTALLING THE VENTILATION SYSTEM. 6) PAINT BEFORE INSTALLING HARDWARE. H. CARPET: 1. INSTALL OWNER FURNISHED CARPET; PROVIDE CARPET ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. 2. STANDARDS: COMPLY WITH CARPET AND RUG INSTITUTE (CRI) STANDARDS. a. FLAMMABILITY: 0.45 WATTS /SQ.CM. OR HIGHER, ASTM E648. 3. INSTALLER QUALIFICATIONS: APPROVED BY CARPET MANUFACTURER; UPON REQUEST, SUBMIT LETTER FROM CARPET MANUFACTURER STATING INSTALLER IS ACCEPTABLE. 4. ADHESIVE: NONTOXIC TYPE RECOMMENDED BY CARPET AND UNDERLAY MANUFACTURERS TO SUIT APPLICATION AND EXPECTED SERVICE. 5. LEVELING AND RAMPING MATERIAL: LATEX- CEMENT MATERIAL DESIGNED FOR PROVIDING THIN SOLID SURFACE FOR LEVELING AND MINOR RAMPING OF SUBSURFACE TO ADJACENT FLOOR FINISHES. USE MATERIAL CAPABLE OF BEING APPLIED AND FEATHERED OUT TO ADJACENT FLOOR WITHOUT SPALLING. 6. PREPARATION: CLEAN FLOORS OF DUST, DIRT, SOLVENTS, OIL, GREASE, PAINT, PLASTER AND OTHER SUBSTANCES DETRIMENTAL TO PROPER PERFORMANCE OF ADHESIVE AND CARPET; ALLOW FLOORS TO THOROUGHLY DRY. 7. USE LEVELING AND RAMPING MATERIAL TO PATCH CRACKS, SMALL HOLES, LEVELING AND FOR RAMPING TO PROVIDE FINISHED CARPET WITHIN 1/2" OF ADJACENT FLOORING MATERIALS. 8. CARPET INSTALLATION INSTALL CARPET IN ACCORDANCE WITH CARPET MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. a. PRIME SUBSTRATE IF REQUIRED AND AS RECOMMENDED BY MANUFACTURER; SPREAD ADHESIVE IN QUANTITY RECOMMENDED BY MANUFACTURER TO ENSURE PROPER ADHESION OVER FULL AREA OF INSTALLATION. b. APPLY ONLY ENOUGH ADHESIVE TO PERMIT PROPER ADHESION OF CARPET BEFORE INITIAL SET. c. INSTALL CARPET IN ACCORDANCE WITH SEAM DIAGRAM. INSTALL CARPET WITH PILE INCLINATION IN ONE DIRECTION. d. ALL SEAMS SHALL BE BEADED (BUTTERED) WITH LATEX WITHOUT EXCEPTION. 9, INSTALL PROPER TRANSITION CARPET EDGE. RAN CARPET EDGES SHALL BE SECURED AND HELD IN PLACE WITH GRIPPING BAR. EXPOSED CARPET EDGES SHALL BE FINISHED WITH EDGING. 10. WHERE CARPET MEETS DISSIMILAR MATERIAL, INSTALL AN APPROVED CARPET EDGE BAR. 11. CARPET SHIELDS: RPET NIELD G.C. TO PROVIDE CARPET SHIELD TO PROTECT CARPET IMMEDIATELY AFTER CARPET INSTALLATION. DIVISION 10 - SPECIALTIES A. ACCESS PANEL: FOR GYPSUM BOARD SOFFIT OR NALL: 24" X 24" SURFACE MOUNTED, MODEL #AP24, AS MANUFACTURED BY INTEXFORMS INC. (916) 388 -g 133 OR OTHER WHICH MUST BE APPROVED BY OWNERS CONSTRUCTION MANAGER. SUBSTITUTE WITH "B" LABEL FIRE PANEL, MODEL FN 5050, KEY LOCK, ONLY IF A RATED DOOR IS REQUIRED PER CODES. B. ACCESS PANELS: FOR HVAC EQUIPMENT ARE NORMALLY INDICATED ON THE HVAC AND REFLECTED CEILING PLANS. IN ABSENCE OF DEFINED LOCATIONS, THE GENERAL CONTRACTOR IS TO FURNISH AND INSTALL ACCESS PANELS AS NECESSARY TO FURNISH REASONABLE, SAFE ACCESS TO SERVICE ALL SERVICEABLE COMPONENTS OF EACH PIECE OF EQUIPMENT. ASSUMED ACCESS SHALL BE BY A TECHNICIAN(S) STANDING FIRMLY ON A LADDER. WHERE ACCESS PANELS OR REMOVABLE DIFFUSERS CANNOT BE LOCATED IMMEDIATELY ADJACENT TO THE EQUIPMENT, THE CONTRACTOR IS TO FURNISH A NON - COMBUSTIBLE CATWALK OR ABOVE CEILING SECURED PLANKING OR METAL DECKING OR SIMILAR NON- COMBUSTIBLE MATERIAL TO PERMIT ACCESS TO THE EQUIPMENT FROM THE NEAREST ACCESS PANEL OR LIFT -OUT DIFFUSER. CATWALKS MUST BE OBSTACLE -FREE TO A HEIGHT OF 3 FOOT 0 INCHES ABOVE THE CATWALK. CATWALKS MUST BE CAPABLE OF SAFELY SUPPORTING A MINIMUM OF TWO (2) TECHNICIANS PLUS EQUIPMENT AND BE CONSTRUCTED OF NON - COMBUSTIBLE MATERIALS. C. THE GENERAL CONTRACTOR IS RESPONSIBLE TO ASSEMBLE ALL MISCELLANEOUS NON- SALES AREA WALL STANDARDS, SHELVES, BRACKETS, ETC. D. LAVATORY FIXTURES * ACCESSORIES: REFER TO MECHANICAL DRAWINGS, CONSTRUCTION PLAN, AND RESPONSIBILITY SCHEDULE. E. RESTORE LANDLORD'S STRUCTURAL STEEL FIREPROOFING TO MAINTAIN INTEGRITY OF SAME AND FIREPROOF NEN STEEL AS REQUIRED. F. CLEANING: THE G.C. 15 RESPONSIBLE FOR 3 PROFESSIONAL CLEANINGS. ONE CLEANING TO BE PRIOR TO THE PUNCH -LIST DATE. THE SECOND IS TO 13E AFTER THE STORE IS MERCHANDISED BEFORE THE OPENING DATE. TI-4E THIRD IS JUST PRIOR •. •' NING. STORE IS TO BE TURNED OVER IN A DUST -FREE, DIRT -FREE CONDITIO SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 1. STOREFRONT GLASS (INSIDE AND OUT) 2. MIRRORS 3. STOREFRONT METAL 4. SIGNS 5. LIGHT FIXTURES INCLUDING CANS, TRIM, TRACK AND TRACK HEADS 6. FLOORING (PER MANUFACTURER'S RECOMMENDATIONS) 7. VINYL RESILIENT FLOOR TILE CLEANED AND WAXED 8. PRESENTATION ITEMS, PROPS, AND TRADE FIXTURES 9. WOOD BASE 10. NALL COVERINGS 11. NON-SALES SHELVING, STORAGE PLATFORMS, ETC. G. AWNINGS - GENERAL: G.C. TO COORDINATE AWNING AND FRAME INSTALLATION WITH OWNER'S PROJECT MANAGER. SUBCONTRACTOR TO PROVIDE BLOCKING AS REQUIRED. COORDINATE WITH OWNER'S VENDOR. • RE D FO CODE COMPLIA APPROVED JAN 16 2013 OWNER: chico's 11215 METRO PARKWAY FT. MYERS, FL. 33966 ARCHITECT /ENGINEER: V 0 2 N W .'a) o Qo z o E o .cc E E L q- v) c v m E U U 0 N E m w co 0 c O ai u' Lo a) U) � � v T i Q o ,on o Q Ln .c v CIn CD o CS (/) co THE ARCHITECT ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE SHOWN ON THE SEAL. THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. Join a INTIMATHS STORE NO: 5381 PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 UKWILA, WA 98188 R City of Tukwila JR BUILDING DIVISIO DIVISION 11 - NOT USED DIVISION 12 FURNISHINGS A. GENERAL CONTRACTOR IS RESPONSIBLE FOR ASSEMBLY AND PLACEMENT OF OFFICE AND NON -SALES EQUIPMENT AND FURNITURE. B. THE CONTRACTOR IS RESPONSIBLE TO UNCRATE, ASSEMBLE, AND PLACE TRADE FIXTURES AND PRESENTATION ITEMS IN SALES AREA; FIXTURES TO BE LOCATED PER THE DIRECTION OF THE OWNER. C SUN CONTROL FILM: (USE ONLY WHEN NOTED IN DRAWINGS). 1. SOLAR CONTROL FILM APPLIED TO EXISTING GLASS. 2. PRODUCT DATA: MANUFACTURER'S DATA ON PRODUCTS TO BE PROVIDED, SHOWING PHYSICAL PROPERTIES AND INCLUDING INSTALLATION INSTRUCTIONS. 3. TEST DATA: INDEPENDENT TESTING AGENCY REPORTS SHOWING COMPLIANCE WITH PROPERTIES SPECIFIED BY REFERENCE TO A TEST METHOD. 4. PROVIDE FILM MANUFACTURER'S 10 -YEAR WARRANTY AGAINST FAILURE OF FILM, INCLUDING CHANGE OF COLOR, PEELING, BUBBLING, RIPPLING, CRACKING, DELAMINATION, AND DEMETALIZATION; INCLUDE COST OF MATERIAL AND LABOR FOR REMOVAL AND REINSTALLATION. MANUFACTURER: SOUTHWALL TECHNOLOGIES; REPRESENTED BY V -KOOL, INC.; 173568 NORTHWEST FREEWAY, HOUSTON, TX 77040. ASD. TEL: (800) 786 -2468. FAX: (713) "856 -8998. EMAIL: %%USALES @V- KOOL - USA .COM NNW .V- KOOL- USA .GOM 6. SOLAR CONTROL FILM': SOUTHWALL TECHNOLOGIES V -KOOL VK -70 FILM: VIRTUALLY CLEAR SELF- ADHESIVE POLYESTER FILM. 7. SOLAR CONTROL FILM:' SOUTHWALL TECHNOLOGIES V -KOOL VK -40 FILM: GRAY TINTED SELF - ADHESIVE POLYESTER FILM. 8. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 9. INSTALL WITHOUT BUBBLES, RIPPLES, DRIPS, DIRT, CUTS, TEARS, OR GAPS BETWEEN FILM AND FRAME. 10. CLEAN NEWLY INSTALLED FILM AND WINDOW FRAMES. 11. REMOVE CLEANING SOLUTIONS, RUN -OFF CLEANING WATER, AND ADHESIVE MOUNTING SOLUTION FROM ADJACENT SURFACES. 12. WHERE INSTALLED FILM COULD BE DAMAGED BY SUBSEQUENT CONSTRUCTION WORK, PROVIDE TAPE WARNING STRIPS OR BARRICADES TO PREVENT CONTACT. D. INTERIOR WINDOW FILM: 1. APPLY TO STOREFRONT GLASS AS INDICATED IN DRAWINGS. 2. PRODUCT DATA: MANUFACTURER'S DATA ON PRODUCTS TO BE PROVIDED, SHOWING PHYSICAL PROPERTIES AND INCLUDING INSTALLATION INSTRUCTIONS. 3. TEST DATA: INDEPENDENT TESTING AGENCY REPORTS SHOWING COMPLIANCE WITH PROPERTIES SPECIFIED BY REFERENCE TO A TEST METHOD. .4. PROVIDE FILM MANUFACTURER'S 10 YEAR WARRANTY AGAINST FAILURE OF FILM, INCLUDING CHANGE OF COLOR, PEELING, BUBBLING, RIPPLING, CRACKING, DELAMINATION, AND DEMETALIZATION; INCLUDE COST OF MATERIALS AND LABOR FOR REMOVAL AND REINSTALLATION.' 5. MANUFACTURER: 3 -M, 3M CORPORATE HEADQUARTERS, 3M CENTER ST. PAUL, MN 55144 -1000, 1- 885- 364 -3577 G. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 7. INSTALL WITHOUT BUBBLES, RIPPLES, DRIPS, DIRT, CUTS, TEARS, OR GAPS BETWEEN FILM AND FRAME 8. CLEAN NEWLY INSTALLED FILM AND WINDOW FRAMES 9. REMOVE CLEANING SOLUTIONS, RUN -OFF CLEANING WATER, AND ADHESIVE MOUNTING SOLUTION FROM ADJACENT SURFACES 10. WHERE INSTALLED FILM COULD BE DAMAGED BY SUBSEQUENT CONSTRUCTION WORK, PROVIDE TAPE WARNING STRIPS OR BARRICADES TO PREVENT CONTACT RECEIVED CITY OF TU0111I..A NOV 19;2012 PERMIT CENTER SIGN TYPE: LINEN & LACE VISIONS: QUIRED BY: DATE * INDICATES NO REVISION TO THIS SHEET DRAWN BY: ALW CHECKED BY: LMM /KMM REGISTERED ARCHITECT GERALD S. SHREMSHOCK STATE OF WASHINGTON DRAWING TITLE: SPECIFICATIONS DATE ISSUED: 11/07/2012 PROJECT NO: 120421 DRAWING NO: AS.2 L2 /2x2 1/2x3/16 OWNER: 11215 FT. METRO MYERS, I C 0 Is PARKWAY FL. 33966 LIG ITGAGE MTL RT UNIT MTL DECK TO Airm ■ L4x4x3 /8 / 3/16 2 1/2 L4x4x3/8x01 -4" LG ROOF CURB 60 CTRS ■ 5/8 SUPPORT STL HSS 2 I /2x2 I/2x1/4 CONT BETWEEN JOISTS e, #12' SCREW @ 6" O.C., TYP PROVIDE CONT FRT WOOD BLOCKING FOR CURB SUPPORT I— — -' I- — - r — � - E -TING METAL ._�_ 3/16 ■ r 1, _` TYP 3/16 ARCHITECT /ENGINEER: Al 8 $ 3/16 2 -12 ritr ®� EXIST MTL 1 .� - - L2 1/2 x 2 1/2 TO L4x4 • • /.v� /.: ROOF DECK % /.��,/ /. NEN BARS, SEE PLAN FOR SIZE AN LOCATION, D Z 3"a-0" -0 L4x4x3 /8 EXIST DECK TO 5 BE REMOVED / AT OPENINGS 5 • Q o 0 c . o s aSi E.D. E 0 3 3 1-1SS 2 1/2 x2 1/2x1/4 �" CONT BETWEEN JOISTS EXIST BEAM . P M1 L4x4 TO EXIST BEAM <11 o GONT EE 2 -12 L4x4x3 /S s�i/ ' L4x4x3/8 3/16 0 r 2 -12 EXIST BEAM T YP. OPENING EDGE EXISTING JOIE 6u GONT EE (2-12 0 t/ a) 2 W ° � o - NOTE: ALIGN WELDS WITH JOIST PANEL POINTS ■ TYP 3/16 ® .I TYP L4x4 TO 4x4 Dl I 1 1/2 - 1' -0" p 1 1/2" L. 1' -0" _ 3"_1' -0,� M%. %AJ MECH. SUPPORT FRAME CONNECTION DETAILS 1 1/2 1 0 M 1ST REINFORCING DETAIL N.T.S. MECH. SUPPORT FRAME CONNECTION DET DETAILS - 1 0 3 - _ ai Lo _l) 23 - - - - - - - - - - - - - - - - - - - - - IS - - _ - 0 c • QP 0 o g� Cr) G ++ 0 . THE ARCHITECT ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE SHOWN ON THE SEAL. THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA PREFABICATED ROOF CURB (TO SPAN BETWEEN ROOF JOISTS). MEG-I U 5 1/2 "x1511 ES -2 PATE CURB OR EQUAL. ' GALV METAL STRAP ` I /611x2 "x0' -10" LG (MINIMUM 4 LOCATIONS AT EACH PATE CURB). AT LOCATION NHERE PATE CURB - - _ r INTIMATES STORE NO: 5381 BEARS ON JOIST, CONNECT EXISTING DECK 72' -6" PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 260 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 #12 SCREWS @ 1211 c/c EA SIDE. PROVIDE (2) ADDITIONAL #12 >< TO EXISTING JOIST W/ (4) - #I2. I SELF - TAPPING METAL SCREWS, EACH 161 -8 7 /B'' LL TO LL 241 -011 24-0° 71 —q I /8" SCREWS AT EA SIDE OF CURB CENTERED OVER JOIST (TYP EA JOIST BRG POINT) CHORD ANGLE (S SCREWS #12 GALV SCREW, TYP TOTAL) /1 /1 DESIGN TYPE: LINEN &LACE ®/ PROVIDE FRT WOOD BLOCKING WHERE PATE CURB BEARS ON JOIST FIELD WELD L2x2x1/4 FROM LOAD LOCATION TO NEAREST BOTTOM CHORD PANEL POINT. (TYP, BOTH SIDES) REVISIONS: T — �� = i co m OVERALL LEASE LINE EXISTING BEAM ` FOR REVIEWED FOR CODE COMPLIANCE APPROVED JAN 16 2013 City of Tukwila BUILDING DIVISION. p C REQUIRED BY DATE ALW / 1 LANDLORD, CLIENT 12/20/12 & B.D. COMMENTS \ EXIST. JOIST " INDICATES NO REVISION TO THIS SHEET TYP, 3/I6 VI 1/2 NEN L4xL4x3 /8 EXISTING JOISTS ARE SPACED 6' -0" C/C DRAWN BY: ALW CHECKED BY: RAB 6923 REGISTERED ARCHITECT GERALD S. SFIREMSHQCK STATE OF WASHINGTON 41 10 r I NEW ROOFTOP UNIT WT = qq3 LBS, PATE CURB SUPPORT - 1 1/2' _ 1' 0" - P 4„,.......s. ��i < 11 ``���`�9�1% �� INCLUDING CURB. SEE MECH DWGS FOR MANUFACTURER SPECIAL INSPECTIONS M2 , i PROVIDE SPECIAL INSPECTIONS PER SECTION 1704 OF THE 2009. INTERNATIONAL BUILDING CODE. I. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: a. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED CONSTRUCTION DOCUMENTS. b. TI-IE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO TIDE BUILDING OFFICIAL, AND TO THE REGISTERED DESIGN PROFESSIONAL IN CHARGE. c. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED, TI-IE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. d. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN TI-IE INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND ARCHITECT OF RECORD PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 2. COLD - FORMED STEEL FRAMING. a. INSPECTION OF SCREW ATTACHMENT, BOLTING AND ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE SEISMIC - FORCE - RESISTING SYSTEM, INCLUDING STRUTS, BRACES, AND HOLD - DOWNS. (PERIODIC) 3. STRUCTURAL STEEL a. MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS. (PERIODIC) b. INSPECTION DURING THE TIGHTENING OF HIGH STRENGTH BOLTS IN: • BEARING -TYPE CONNECTIONS (PERIODIC) c. MATERIAL VERIFICATION OF STRUCTURAL STEEL d. MATERIAL VERIFICATION OF WELD FILLER MATERIALS e. VISUAL INSPECTION OF FIELD WELDS: • SINGLE -PASS FILLET WELDS s 5/16° (PERIODIC) F. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS. (PERIODIC) g. SPECIAL INSPECTIONS ARE NOT REQUIRED FOR WORK DONE ON THE PREMISES OF AN APPROVED FABRICATOR. MODEL # 51.0 co = s EXISTING BEAM L 1- I J DRAWING TITLE: STRUCTURAL DETAILS NEN L4xL4x3 /8 CORRECTION LTR RECEIVED CITY OF TUKWILA DATE ISSUED: /O7IZO 2 PROJECT NO: 1 20421 JAN 0 9 2013 2lllhllPF PERMIT CENTER 36) DRAWING NO: S 1 0 SPECIAL INSPECTIONS NOTES / N ROOF FRAMING PLAN 174" = 1' -0" PARTIAL _ A PLOTTED: 12/21/2012 3:31 P11 L3x3x3 /16x0' -411 (EA DOWN OWNER: � h 11215 METRO FT. MYERS, ' i c O PARKWAY FL. 33966 JOIST VARIES, SEE PLAN JOIST INSTALLATION SEQUENCE L3x3x3 /I6 5/8 1-112" CNTRS ` FLUTE) > 5/8 b" CNTRS I _ u 1. INSTALL L3x3x3/8 x O 3 1/2 LONG BEARING ANGLE 2. INSTALL L3x3x3/8 'HORIZONTAL ANGLE I L_ T- L3x3x3 /8 I D3 NEW MTL ROOF DECK TO MATCH — — — jj "' �. EXISTING. USE MIN OF 1 1/2" DP, — - — ` h— / m 52.0 r . � 20 GA WIDE RIB MTL ROOF DECK. LJ EXIST MTL DECK (CUT BACK EXIST MTL DECK AS REQ'D FOR NEW DECK BRG, AND REWELD EXIST DECK TO EXIST STEEL AS SHOWN) NEW MTL ROOF DECK TO MAGTH EXISTING. USE MIN OF 1 1/2" DP, 20 GA WIDE RIB MTL ROOF DECK. T m m x co I I I I . <p I M1 I I _ L3x3x3 /8x0 ' -3 1/2" 3/16 > I I 1 I I I I _AIL— — I ► I ARCHITECT / ENGINEER: E E °' ti o E 52.0 m m x cn L3x3x3/8 L3x3x3 � 3/16 V 3 > /16x0' " i . 2 Y 2 n U o° E t �' E n g o c MIR 3/16 3 SIDE LAP CONNECTION. #12 SCREWS @ 1' -O" 3/16 3 O.C. EXIST MTL DECK L3x3x3 /8 1 I 3/16 2 TYP 3/16 vi 3/16 EXIST BAR JOIST • I 2 W - EXIST BAR JOIST EXIST BAR JOI FRAME CONFIGURATION 3/16 VARIES SEE ROOF PLAN (COORDINATE W /MEGH DWGS) SECTION r N.T.S. EXHAUST FAN SUPPORT FRAME D 3 1 /2 . 1-0" D 2 D 1 1 /2" = 1'-o" 1 1/2" . 1' FX I S T 13 A R JOI S T 0" EXHAUST FAN SUPPORT M ROOF INFILL DETAILS D - �L I,I,IIIII,I, _ N1I .�/� Z RT UNIT "HOLD RT UNIT "'HOLD- DOWN" CLIP "An � L4x4x3 /8x0 _ `J v -o Q oc o Lo E n 0 THE ARCHITECT _ PLANS RROJECl' OTHER 714410g6IPICALLVAIJ NORI2ED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE SHOWN ON THE SEAL. THIS BUILDING IS ONLY APPLICABLE IN AREAS MEETING THE USE SE I ED DESIGN CRITERIA LIGHTGAGE -DOWN" CLIP "A" ROOF CURB MTL (2) - #12 SCREWS W/ PLASTIC LIGNTGAGE MTL ROOF CURB PROVIDE FRT WOOD BLOCKING ST,NN FLUTES ��\\ FOR CURB SUPPORT h ► < MTL DECK �+ 5/8 Li 6" CTRS TO SUPPORT STL #12 �CRRWS ARQJNP WASHERS SELF TAPPING �Q I II�I� ALL PROVIDE FRT, ICONTgg WOOD $LOGKIlJG FyOIi P RIM 1- R. CUM SUPi�ORT #12 SCREW 0 6" 0.C. TYP EXIST MTL I QQF DECK �� 1r 11U ,, I SUPPORT STEEL 1455 SUPPORT ANGLE, SEE PLAN R _ 1 `_`_` 4 1 EXIST MTL ROOF DECK I/8 2 / /����i 2 1/2x2 1/2, SEE PLAN �Lil!� l�W INTIMATES PLATE 1 /8 "x3 "xl' -0" MTL DECK (SEE PLAN FOR ( / 0 EXIST STL BEAM ' AT EXISTING BEAM , II -3 3/4 L4x4x3/8 NOTE: CONTACT STRUCTURAL ENGINEER IF 0' -3 3/4" LONG END BEARING ANGLE CANNOT FIT BETWEEN EXISTING I II DECK FLUTES L4x4x3 /8x0 - L2 1/2x 2 1/2 DIAGONALS ARE NOT REQUIRED IF T 'HIS Al a _ DISTANCE IS 0 4 MAXIMUM STORE N0: 5381 5/8 SECTION u TO SUPPORT LOCATION) 6 CTRS STL HOLD DOWN STRAP 52.0 A PROJECT LOCATION; YY65Tr166ii SOUTHCENTER MALL 260 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 „ � NW I.PAP �K � NLT_s_ K 1� N.T.S.. m V U CLEAN AND PREPARE WELDS, AND PAINT WITI -1 ZRC COLD GALVANIZING COMPOUND PER MANUFACTURER'S RECOMMENDATIONS. CLEAN AND PREPARE W ELDS, AND PAINT WITH ZRC COLD GALVANIZING COMPOUND PER MANUFACTURER'S RECOMMENDATIONS. - U U I _ ► RT UNIT II II HOLD -DOWN CLIP "A" 3/16 V 3 WELD(2) -L2 i/2 x DESIGN TYPE: LINEN & LACE 211 14 GA GALV ► 3/16 3 (3) - #12 WOOD SCREWS PLATE 1 LIGNTGAGE MTL ROOF CURB ) MGpis .� I RTU ,/4„ ::::: I WI A�.v>F LANDLdR17, CLIENT 12/20/12 11U I /FIELD 3 LOCATION TO. NEAREST BOTTOM CI -1t�RD PANEL jTYP ` "I -{OLD- DOWN" CLIP nAu • l/ /• W/ PLASTIC WA4l4 P PROVIDE CONT FRT WOOD B LOCKING FOR #12 IMI & 6II O.C. ' YP , EXIST MTL ROOF DECK POINT. BOTI -I SIDES ( ) TALLATION SEQUENCE & BD. COMMENTS 4 l (2) -L2 I/2x 2 1/2x3/16 :lr INS TALL L4x4x3 /S x 0' -3 3/4" LONG 1/2 IAGONALS 3. INSTALL L4x4x3 /S I , C'J `+ u " EXIST BAR JOIST :':, 8 '� CURB SUPPORT U� . 1RTU ° 12SCREW , TYP j MTL DECK TO , A CTION TYP 3/16 V 1 1/2 EXIST. BAR '� 0 ® n �� �� HOLD -DOWN CLIP "A" (2) - #12 SCREWS SUPPORT STL 1 JOIST 5/8 �� 6 CTRS (3) - #12 MTL n I I PLATE I /8 "x3 "xl' -0" (SEE PLAN FOR SUPPORT LOCATION) STEEL L4x4, SEE PLAN A Al 1 1 1/2" = 1' -0" L2 1 /2x ARE NOT ` DISTANCE 2 1/2 DIAGONALS REQUIRED IS O , _ 4 „ IF T'HIS MAXIMUM CURBS PLUS, INC NOTE: CONTRACTOR SHALL VERIFY "HOLD- DOWN" CLIP DIMENSIONS ARE COMPATIBLE WITH SIZE OF RTU SPECIFIED. SCREWS CONT 2x4 FRT WOOD BLOCKING (BY CURB n / n I I/� I I/� "INDICATES NO REVISION TO THIS SHEET SUPPLIER) DRAWN BY ALW CHECKED BY RAB "HOLD -DOWN" HOLD DOWN STRAP AT NEW ANGLE N.T.S. CLIP "A" AT n "HOLD-DOWN" HOLD 6923 REGISTERED ARCHITECT GERALD S. GHREMSHf K q STATE OF WASE�If IG � �i" (3)- LOCATIONS 1/8" MI -DOWN .EACH SIDE STRAP, SEE PLAN FOR EXACT LOCATION ROOF CURB FACTORY CURB, SEE DETAILS Kl K2 4K3/52.0 FOR CURB RETENTION STRAPS CLEAN AND PREPARE WELDS AND PAINT � WITI -I ZRC COLD GALVANIZING COMPOUND PER MANUFACTURER'S RECOMMENDATIONS. A2 EXISTING � 52.0 � ROOF LOAD TOP CHORD TYP 3 /I'� CONNECTION TO ROOF ROOFTOP HVAC UNITS I1 �L4x4xS/ � m x x — TYP. HIGH SEISMIC/ HIGH WIND HOLD DOWN DETAILS N.T.S. K FIELD WELD (2) -L2 1/2 x 2 v2 x 3/16 FROM LOAD LOCATION TO NEAREST BOTTOM C 'HORD PANEL _ L4x4x3/8 L3x3x1/4 //— � TYP REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 6 2013 . City of Tukwila BUILDING DIVISION N _ ROOF FRAf� NCB NOTES: 3/1 �' 1. CONTROLLING BUILDING CODE: IBC 2009 ROOF DESIGN LIVE LOAD = 20 PSF POINT. (TYP 5 DES) OT'H // \ / DESIGN WIND SPEED = 85 MPH 1/2" 2. EXISTING ROOF CONSTRUCTION: 1 1/2 20 GA. METAL DECK DRAWING TITLE: STRUCTURAL DETAILS 3. > INDICATES ROOF OPENING. DETERMINE EXACT SIZE AND LOCATION FROM MECHANICAL DRAWINGS 4. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 5. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. MECH. UNIT DIMENSIONS SHALL BE COORDINATED WITH APPROVED MECH. UNIT MANUFACTURER DRAWINGS. 6. SUPPORT FRAMING SHOWN IS FOR THE MECH. UNIT SPECIFIED ON MECHANICAL DRAWINGS. IF DIFFERENT UNIT IS TO BE USED, CONTACT STRUCTURAL ENGINEER BEFORE PROCEEDING. 7. ALL STEEL SHALL BE ASTM A36. 8. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL OF BUILDINGS ". (LATEST EDITION) q. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH "AMERICAN WELDING SOCIETY" SPECIFICATIONS (LATEST EDITION). 10. WELDING ELECTRODES SHALL BE E70XX, LOW HYDROGEN. �- A SECTION 2 DATE ISSUED: 11/07/2012 1 1/2" = T -0" I ALTERNATE CONNECTION V 3/I V TYP, BOT'H ENDS < RECEIVED CITY OF TUKWILA JAN 0 9 2013 b (1.,.., iii (c,i PERMIT CENTER PROJECT NO 120421 DRAWING NO S2.0 11. IF EXISTING STRUCTURE IS DIFFERENT THAN SHOWN, CONTACT STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK IN THAT AREA. 12. STRUCTURAL STEEL FABRICATION SHALL BE DONE BY A CERTIFIED WABO STEEL FABRICATOR. STRUCTURAL NOTES N.T.S. UNIT �12��_ �� -O" CONNECTION OF MECH. SUPPORT L4X4 TO EXISTING BAR JOIST - J PLOTTED: 12/21/2012 3:31 P11 DESIGN DRAWINGS ARE SCI- IEMATIC. THE CONTRACTOR SHALL VISIT TI-4E SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THE CONTRACTOR SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. 2. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR TENANT PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN THIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR TENANT AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT THE CONTRACTORS COST. 3. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE E COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR TENANT OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. 4. REFER TO MECHANICAL PLAN FOR LOCATION OF MECHANICAL EQUIPMENT. FIELD VERIFY EXACT LOCATIONS. PROVIDE ALL CONVENIENCE RECEPTACLES, SAFETY SWITCHES WIRING OR OTHER EQUIPMENT TO ENSURE A COMPLETE AND � � OPERABLE HVAC SYSTEM. 5. ALL CEILING MOUNTED RECEPTACLES AND COVERPLATES IN WHITE CEILING SHALL BE WHITE. 6. ALL WALL MOUNTED RECEPTACLES, SWITCHES, AND COVERPLATES SHALL BE WHITE. 7. CONDUIT FOR DATA /TELEPHONE OUTLETS AND LOW VOLTAGE CABLING SHALL HAVE A PULL /JUNCTION BOX INSTALLED AFTER EACH SET OF THREE 90 DEGREE BENDS. 8. LABEL ALL COVERPLATES ON INSIDE FACE OF PLATE WITH CIRCUIT NUMBER AND PANEL DESIGNATION. I.E. 'A -I'. CIRCUIT SHALL BE WRITTEN WITH PERMANENT MARKER IN A CONTRASTING COLOR. 9. LOW VOLTAGE VENDOR TO PROVIDE REQUIRED TELEPHONE CABLING AND MAKE NECESSARY CONNECTIONS. 10. CONDUIT FOR SPEAKER, TELEPHONE AND DATA CABLING FROM CASHWRAP SHALL STUB OUT BELOW THE CEILING ABOVE BACKBOARD WITH A BUSHING TO PROTECT THE CABLE FROM THE EDGES OF THE CONDUIT. 11. ALL HORIZONTAL CABLING FOR VOICE AND DATA SHALL BE CATEGORY 5E RATED. 12. PROVIDE ALL BACKBOXES AND CONDUIT FOR THE COMMUNICATIONS OUTLETS. 13. ALL CABLES AND DEVICES TO BE INSTALLED ABOVE FINISHED CEILING SHALL BE PLENUM RATED OR IN CONDUIT. 14. REFER TO SPECIFICATIONS SECTIONS 26 27 26 WIRING DEVICES FOR EXACT ' MODEL NUMBER OF DEVICES TO BE USED. 15. FIELD VERIFY ALL CONDITIONS. I. ELECTRICAL SERVICE EQUIPMENT: 13. UNDER FLOOR CONDUIT (GENERAL CONTRACTOR TO USE APPROPRIATE METHOD): PROVIDE ALL EQUIPMENT AS REQUIRED IN GENERAL NOTES, SPECIFICATIONS, AND AS SHOWN TRENCH: (1) COMMON TRENCH FOR CONDUITS RUN BELOW FLOOR. TRENCHING AND CONDUIT 26. HVAC RECEPTACLE: ON FLOOR PLANS, AND RISER DIAGRAM. MAINTAIN CODE REQUIRED CLEARANCES FOR ALL TO BE EXTENDED FROM THE ACCESS PANEL AT THE BOTTOM OF THE CASHWRAP, TO INSIDE PROVIDE POWER CONNECTION TO RECEPTACLE PROVIDED WITH RTU. EQUIPMENT PER NEC 110.26. NEAREST FULL HEIGHT WALL. TRENCH AND PATCH AS REQUIRED. GENERAL CONTRACTOR TO VERIFY WITH LANDLORD FLOOR SLAB SAW CUTTING /TRENCHING REQUIREMENTS PRIOR TO BID. 27. MECHANICAL EQUIPMENT CONNECTIONS: 2. CASH WRAP UTILITY RECEPTACLE: PROVIDE FEEDERS AND DISCONNECTS PER MECHANICAL EQUIPMENT FEEDER /CONNECTION 20 AMP, 120V., QUADRUPLEX RECEPTACLE AT CASH WRAP COUNTER FOR UTILITY POWER. 14. SH0• WINDOW RECEPTACLE - CEILING: SCHEDULE. REFER TO DETAIL 'L' ON SHEET E4.0. . LOCATE AS DIRECTED BY TENANT /ARCHITECT. CONNECT CIRCUIT AS INDICATED. REFER TO RECEPTACLES WITH 'SF' DESIGNATION SHALL BE MOUNTED FLUSH IN CEILING AT STOREFRONT CODED NOTE #12 FOR CONDUIT REQUIREMENTS. PARALLEL TO STOREFRONT GLASS. REFER TO ARCHITECTURAL SHEETS FOR EXACT 28. HVAC THERMOSTAT /SENSOR: LOCATIONS. COORDINATE LOCATIONS WITH LOCAL ARCHITECTURAL ELEMENTS AND TRACK THERMOSTAT /SENSOR LOCATION TO BE COORDINATED WITH TENANT. PROVIDE 4" SQUARE 3, CASH WRAP DEDICATED RECEPTACLE: LIGHTS. 1- IOMERUN CIRCUIT THROUGH CONTACTOR CONTROLLED BY TIME CLOCK PANEL. BACKBOX AND 1/2" CONDUIT WITH PULLSTRING, BETWEEN THERMOSTAT /SENSOR LOCATION 20 AMP, 120V., ISOLATED GROUND, DEDICATED CIRCUIT, RECEPTACLE FOR EACH CASH REFER TO LIGHTING CONTROL DETAIL 'N' ON SHEET E3.0, AND HVAC UNIT IT SERVES. REGISTER. LOCATE AS DIRECTED BY TENANT /ARCHITECT, CIRCUIT AS INDICATED. PROVIDE A SEPARATE ISOLATED GROUND CONDUCTOR FOR EACH CIRCUIT. DO NOT INSTALL WITH ANY 15. SALES FLOOR RECEPTACLE: 29. DUCT SMOKE DETECTOR /REMOTE TEST STATION: OTHER CIRCUITS. REFER TO CODED NOTE #I2 FOR CONDUIT REQUIREMENTS. LOCATIONS ARE TO BE CONFIRMED WITH TENANT'S REPRESENTATIVE PRIOR TO INSTALLATION. DUCT MOUNTED SMOKE DETECTOR FIELD INSTALLED. GENERAL CONTRACTOR SHALL INTERLOCK SMOKE DETECTOR WITH HVAC UNIT AND FIRE ALARM SYSTEM AND MAKE ALL 4. CASH WRAP TELEPHONE OUTLET: 16. SOUND SYSTEM: FINAL CONNECTIONS AS REQUIRED FOR A COMPLETE SYSTEM. HVAC UNIT TO SHUT DOWN TELEPHONE OUTLET FOR CASH REGISTER, USE 4" SQUARE BOX. PROVIDE CABLING AND MAKE PROVIDE (2) 4" X 4" JUNCTION BOXES WITH COVERPLATES AND A 1" CONDUIT BETWEEN THE UPON ACTIVATION OF SMOKE DETECTOR. COORDINATE WITH LANDLORD TO AVOID CONFLICTS FINAL CONNECTIONS. COORDINATE EXACT REQUIREMENTS /LOCATIONS WITH TENANT /ARCHITECT. BOXES. MOUNT ONE BOX AT 72" AFF AND THE OTHER BOX ABOVE THE CEILING (IF NO IN FIELD. REFER TO CODED NOTE #12 FOR CONDUIT REQUIREMENTS. CEILING MOUNT_ BOX AT 12' AFF). REFER TO ARCHITECTURAL DETAILS FOR MORE INFORMATION. 30. FIRE ALARM MANUAL PULL STATION: 5. CASH WRAP DATA OUTLET: DATA OUTLET FOR GASH REGISTER, USE 4" SQUARE BOX. PROVIDE CABLING AND MAKE FINAL PROVIDE FIRE ALARM MANUAL PULL STATION AND CONNECT TO PANEL. FIELD VERIFY EXACT � 17. SECURITY DOME: LOCATION AND REQUIREMENTS. CONNECTIONS. COORDINATE EXACT REQUIREMENTS /LOCATIONS WITH TENANT /ARCHITECT. SECURITY CAMERA (DOME) FOR CCTV SYSTEM. REFER TO CCTV SYSTEM ON DETAIL 'B' ON REFER TO CODED NOTE #I2 FOR CONDUIT REQUIREMENTS. SHEET E3.0, FOR INSTALLATION REQUIREMENTS, 31. FIRE ALARM HORN /STROBE: PROVIDE FIRE ALARM HORN /STROBE, AND CONNECT TO PANEL. FIELD VERIFY EXACT 6. TELEPHONE BOARD: 18. CCTV SYSTEM: LOCATION AND REQUIREMENTS. (C) INDICATES CEILING MOUNTED DEVICES. 4'x8'x3/4" PLYWOOD TELEPHONE BOARD PAINTED WITH (2) COATS OF FIRE RETARDANT PROVIDE ISOLATED GROUND RECEPTACLE FOR CCTV SECURITY SYSTEM. COORDINATE EXACT PAINT, MOUNTED VERTICALLY. REFER TO SHEET E3.0, DETAIL 'L' FOR MORE INFORMATION. LOCATION IN FIELD WITH SECURITY VENDOR. REFER TO CCTV SYSTEM DETAIL 'B' ON SHEET 32. FIRE ALARM AUDIO SPEAKER STROBE: E3.0 FOR ADDITIONAL INFORMATION. PROVIDE FIRE ALARM STROBE AND CONNECT TO PANEL. FIELD VERIFY EXACT LOCATION AND 7. SECURITY SYSTEM: REQUIREMENTS. (C) INDICATES CEILING MOUNTED DEVICES. JUNCTION BOX, I.G. DUPLEX RECEPTACLE, AND DATA OUTLET FOR ADT SECURITY SYSTEM. OWNER: chic° s 11215 METRO PARKWAY FT. MYERS, FL. 33966 ARCHITECT / ENGINEER: E E cE v EEi w w c 0 2 • 2 19. CABINET UNIT EATER• H COORDINATE EXACT REQUIREMENTS WITH SECURITY VENDOR. REFER TO SHEET E3.0, DETAIL PROVIDE POWER CONNECTION FOR CABINET HEATER 33. FIRE ALARM CEILING MOUNTED SMOKE DETECTOR: UNIT - 1.7., KW 120V in-I. 20A /1f H. 'L' FOR MORE INFORMATION. CIRCUIT AO INDICATED. MECHANICAL PROVIDE FIRE ALARM CEILING MOUNTED SMOKE DETECTOR AND CO REFER TO OCHCDULES AND DETAIL OHEET M2.0 FOR CONNECT TO PANEL. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. INFORMATION . B. TELEPHONE BOARD RECEPTACLE: 20 AMP, 120V, ISOLATED GROUND, DEDICATED CIRCUIT, QUADRUPLEX RECEPTACLE FOR 20. TELEPHONE CONDUIT: 34. FIRE ALARM SYSTEM CONTROL PANEL: TELEPHONE BOARD EQUIPMENT. DO NOT INSTALL WITH ANY OTHER CIRCUITS. REFER TO LANDLORD PROVIDED TELEPHONE CONDUIT FROM TELEPHONE ROOM TO THIS SPACE. PROVIDE FIRE ALARM CONTROL PANEL. COORDINATE FINAL TIE -IN AND TESTING OF FIRE DETAIL 'L' CODED NOTE #5 ON SHEET E3.0 FOR MORE INFORMATION. TELEPHONE COMPANY TO MAKE ACTUAL CONNECTION. ALARM SYSTEM. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS PRIOR TO BID. REFER TO FIRE ALARM RISER DIAGRAM AND NOTES, DETAIL 'R' ON SHEET E4.0 FOR ADDITIONAL 9. SOUND SYSTEM RECEPTACLE: 21. MANAGERS DESK: INFORMATION. 20 AMP, 120V., ISOLATED GROUND, DEDICATED CIRCUIT, QUADRUPLEX RECEPTACLE FOR PROVIDE DATA /COMM OUTLET AND 120V. , ISOLATED GROUND QUADRUPLEX RECEPTACLE FOR SOUND SYSTEM. DO NOT INSTALL WITH ANY OTHER CIRCUITS. MOUNT RECEPTACLE AT 72 ". ". - - � '"_ - • C p 0) m C - Lo 5 N v 5 v W 0 m rej c v rr W co 'n In E vi CO G co '° LIABILITY FOR THE USE OF THESEPLANSIFORANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THESTATESHOWNONTHE SEAL. THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. MANAGERS DESK. MOUNT DEVICES AT 24 REFER TO ARCHITECTURAL DETAILS FOR MORE REFER TO ARCHITECTURAL DETAILS FOR MORE INFORMATION. - -_ - - - INFORMATION. • - - - .0 _ - _ FY EXACT LOCATION AND RCQUIRCMCNTC. 10. SHOPPER TRACK: 22. WATER NEATER: EXACT LOCATION OF CEILING MOUNTED SHOPPER TRACK SENSOR SHALL BE DETERMINED BY PROVIDE A 20A /1P MOTOR -RATED SWITCH FOR INSTANTANEOUS WATER HEATER - 4.2 KW., 36. LANDLORD PROVIDED FIRE ALARM JUNCTION BOX FOR CONNECTION TO LANDLORD'S FIRE VENDOR. PROVIDE 3/4" CONDUIT WITH PULL STRING, AND BUSHINGS ON ENDS, FROM 208V. CIRCUIT AS INDICATED. REFER TO PLUMBING PLAN SHEET M3.0 FOR MOUNTING ALARM SYSTEM. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. TELEPHONE BOARD TO WITHIN 2 FEET OF ENTRY DOORS, USE SEPARATE CONDUIT FOR EACH INFORMATION. SENSOR IF THERE ARE MORE THAN ONE SET OF ENTRY DOORS. MARK CONDUIT AT 37. BAGKWRAP DEDICATED RECEPTACLE: TELEPHONE BOARD 'SHOPPER TRACK'. GENERAL CONTRACTOR SHALL MARK LOCATIONS OF 23. DELIVERY BUZZER SYSTEM: 20A ISOLATED GROUND DEDICATED CIRCUIT, RECESSED FLOOR OUTLET. LOCATE AS DIRECTED CONDUIT END POINTS ON AS- BUILTS. INSTALL A DELIVERY BUZZER SYSTEM AS SHOWN, INCLUDING EDWARDS #852 PUSH- BUTTON BY TENANT /ARCHITECT AND SHOP DRAWINGS. CIRCUIT AS INDICATED. AT REAR DOOR, #592 TRANSFORMER AND #660 BUZZERS AS INDICATED. COORDINATE ALL 11, WIRELESS ACCESS POINT (WAP) - OWNER PROVIDED: REQUIREMENTS WITH TENANT AS TO LOCATIONS AND QUANTITIES PRIOR TO BIDDING. REFER 38. BAGKWRAP DATA /PHONE OUTLET: TELEPHONE /DATA RECESSED FLOOR OUTLET FOR BAGKWRAP. PROVIDE CABLING AND MAKE PROVIDE 4" SQUARE BACKBOX AND 3/4" CONDUIT WITH PULL STRING FROM EACH 'WAP' TO TO DETAIL 'A', SHEET E3.O FOR ADDITIONAL INFORMATION. POWER TRANSFORMER THRU / THE TELEPHONE BOARD. PROVIDE CABLING, INSTALL DEVICE AND MAKE FINAL CONNECTIONS. CIRCUIT A -2. FINAL CONNECTIONS. LOCATE AS DIRECTED BY TENANT /ARCHITECT AND SHOP DRAWINGS. - MARK CONDUIT AT TELEPHONE BOARD 'WI -FI'. ALIGN EACH 'NAP' WITH LIGHT FIXTURES AS INDICATED ON ARCHITECTURAL REFLECTED CEILING PLAN. 24. SOUND SYSTEM: 39. PROVIDE 120V CIRCUIT TO SELECTRONIC PROXIMITY FAUCET. INSTALL OWNER PROVIDED SPEAKERS /BACKBOXES AS SHOWN. PROVIDE 3/4" CONDUIT WITH 12. CASH WRAP CONDUITS (FIVE 1" CONDUITS): PULL STRING, DAISY CHAINED FROM SPEAKER BOX LOCATIONS TO JUNCTION BOX AT ONE 1" CONDUIT WITH PULLSTRING FOR DATA CABLING. INSTALLATION OF SPEAKERS. SPEAKER WIRE S• ONE 1" CONDUIT WITH PULL STRING FOR TELEPHONE CABLING. TELEPHONE BOARD. GENERAL CONTRACTOR TO PROVIDE WIRING, CONNECTIONS, AND FINAL • HALL BE 16/2 PLENUM RATED EQUAL TO • TWO I" CONDUITS FOR CASHWRAP RECEPTACLES. BELDEN #6200 -UE. • ONE 1" SPARE CONDUIT WITH PULLSTRING. 25. SECURITY KEYPAD: CONDUIT SHALL BE CONTINUOUS FROM GASH WRAP ACCESS AREA IN THE BOTTOM OF THE KEYPAD PROVIDED AND INSTALLED BY OTHERS. GENERAL CONTRACTOR TO PROVIDE CASH WRAP BACK TO PANEL-BOARD OR TELEPHONE BOARD. LABEL CONDUITS AT EACH END 4" SQUARE BACK BOX AND 1" CONDUIT UP TO STRUCTURE. PROVIDE BUSHING ON THE APPROPRIATELY. COORDINATE WITH LANDLORD PRIOR TO WORK COMMENCING. END OF CONDUIT. Jo 7II'G�/ INTIMATES STORE NO: 5381 PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 POWER PLAN GENERAL NOTES R C POWER PLAN CODED NOTES , (# DESIGN TYPE: LINEN & LACE ADJACENT TENANT REVISIONS: N.I.c. IWH -1( 22) 0 REQUIRED BY: DATE A -15/17 La J __ + - - - �_ -r A -l0 �- i ( 32 ) I LAVATORY I HCFR r ■� GFI 39 44" ( 32) -'- A -2 A -4 III SF A -7 EF -1 TO LIGHTING ® j �� • INDICATES NO REVISION TO THIS SHEET ' • ADJACENT TENANT r 0 I N.I.C. PANEL A I FR ( D NON -SALES ( 11 0 DRAWN BY: KMD CHECKED BY: RAP I l E ♦ D E3.o r 4% -- L 1, IG� w QC pnO z u U z J q / \ .���, .Cf A. f {T,4 ,.1CDy�',{i5'xi`f.�'� �c;�' , . ". ;° .rj� �,� .�, �� `III, a; 4 1 I 1 w, ® ® ®(TYP. OF 2) ©(TYP. OF 2) IFRI �1 TELEPHONE/ LOW VOLTAGE SPARE 10 5 ®•' r 4 (TYP. OF 2) 2 (TYP. OF 2) • - -' DATA SALES f,-� • 1 1 1 % if �� 38 3 IG ❑ A -20 A -36 A -14 -C 32 J A-1,3 A -5 V - - 5 a. 1 3 15 ) HEI I �.r l, � � sII, _L I FR I I 37) ( 32) A -12 IG 18" REFRIGERATOR 54" 42" MICROWAVE. mail M I I I' RTU -1 � 23 ' ' > F I ' 43084 GISMO' My �r , I .f,I,I r II // / l! ( 8/( • _.. © 5) D 0 -.I _ Iii G - 18 A -19 -I A _ A -18; MANAGER'S1 DESK A -34 9 © 0 - -22 A -16 \ © 3o r. I 16 I ( 28 )RTU -1 24 (TYP. OF T IG FE) ® 14 ��p A -38 0', fi - - A -8 (TYP. OF 2) III SF A ® ( ) NP( I - 21 26) DRAWING TITLE: POWER PLAN 8 L 20 GFI J A- 37/39/41 - ., 30 HALLWAY \. m ©( 29 ) 6 E3.0 ALCOVE FITTING RN LOUNGE] BUZZER -6 4811 • F►� /■ @ RTU -1 I- (15) a 28 29 RTU -1 IU ICI, a �1 FAGP 34 15) . 3EPA DATE ISSUED: 11 /07/2012 SERVICE CORRIDOR p��,�RATE. 36 N.I.C. ;tfD , �� PROJECT NO: 120421 I D RECEIVED CITY OF TUKWILA, NORTH Nnv 19,2012 pe:1Iw 41115 (hp i 1:No) DRAWING NO , PERMIT CENTER U 0 POWER PLAN �/4 °= �'-o�� A - _ MARK SYMBOL DESCRIPTION INPUT WATTS 1. DESIGN DRAWINGS ARE SCI- 4EMATIC. THE CONTRACTOR 5I -IALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. TI-4E CONTRACTOR SI -IALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. 2. THE CONTRACTOR SHALL CONTACT THE ARCHITECT ENGINEER OR TENANT PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN THE BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR TENANT AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT THE CONTRACTORS COST. 3. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITN GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR TENANT OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT 4. LIGHTING SHALL BE CIRCUITED EXACTLY AS SHOWN ON PLANS. 5. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION AND QUANTITY OF LIGHTING FIXTURES 6. EMERGENCY AND EXIT LIGHTS SHALL BE INSTALLED AND CIRCUITED PER THE LATEST NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES. ALL EMERGENCY AND EXIT FIXTURES SHALL BE DUAL VOLTAGE (120/277 VOLT INPUT) WITH BATTERY BACKUP. 7. CONTRACTOR IS RESPONSIBLE FOR ALL REFLECTED CEILING PLAN NOTES ON ARCHITECTURAL DRAWINGS. S. FIELD VERIFY ALL CONDITIONS . 1. LIGHTING CIRCUIT - ZONE 'a' : CIRCUIT TO BE CONTROLLED BY SINGLE POLE SWITGI -1 AS SHOWN IN LIG4 -ITING CONTROL DETAIL 'N' ON SHEET E3.0. SWITCH SHALL BE EQUIPPED WITH PILOT LIGHT, INDICATING THE CONDITION OF THE LIGHTS BEING CONTROLLED. 2. CIRCUIT OR E CONTROLLED N ROL 'D CIRCUIT TO BE CONTROLLED BY TWO POLE SWITCH AS SHOWN IN LIGHTING CONTROL DETAIL 'N' ON SHEET E3.0. SWITCH SHALL BE EQUIPPED WITH PILOT LIGHT INDICATING THE CONDITION OF THE LIGHTS BEING CONTROLLED. 3. LIGHTING CIRCUIT - ZONE 'c' : CONNECT CIRCUIT THROUGH CONTACTOR CONTROLLED BY SINGLE POLE SWITCH AS SHOWN IN LIGHTING CONTROL DETAIL 'N' ON SHEET E3.0. SWITCH SHALL BE EQUIPPED WITN PILOT LIGHT, INDICATING THE CONDITION OF THE LIGHTS BEING CONTROLLED. 4. MASTER LIGHTING SW PROVIDE GANGED SWITCH LOCATION FOR LOCAL LIGHTING SWITCHES. PROVIDE UNDER COMMON FACEPLATE OR MULTIPLE FACEPLATES OF EQUAL WIDTHS. SEE 'LIGHTING CONTROL DETAIL' ON SHEET E3.0, DETAIL 'N'. ALL SWITCHES TO BE PILOT TYPE, LIGHTS ON WHEN SWITCH IS ON. 5. STORE FRONT SIGN: PROVIDE JUNCTION BOX AND TOGGLE TYPE DISCONNECT SWITCH WITH MINIMUM 12" WHIP FOR CONNECTION TO THE STORE FRONT SIGN. LOCATE ABOVE CEILING NEAR ACCESS PANEL. COORDINATE EXACT REQUIREMENTS WITH SIGN VENDOR. 6. SHOW WINDOW LIGHTING AND SIGN: NOME RUN THROUGH CONTACTOR CONTROLLED BY TIMECLOCK, TIMECLOCK SHALL BE A 24 HOUR, 7 -DAY WITH SKIP -A -DAY FEATURE, "TORK" SERIES DWZIOOB. SCHEDULE TIMECLOCK TO TURN ON 1/2 HOUR BEFORE STORE OPENING AND OFF AT MIDNIGHT. CONTACTOR AND TIMECLOCK SHALL BE WALL MOUNTED ADJACENT TO PANELS. 7. TRACK LIGHTING ALIGNMENT: TRACK FOR TRACK LIGHTING SHALL BE INSTALLED AS SHOWN IN 'TRACK LIGHT ALIGNMENT DETAIL, DETAIL 'J' ON SHEET E3.0. B. SALES AREA EMERGENCY /NIGHT LIGHT /EXIT CIRCUIT: ' ALL SALES AREA EMERGENCY LIGHTS, NIGHT LIGHTS, AND EXIT LIGHTS SHALL BE CONNECTED TO UNSWITCHED CIRCUIT 'A -35'. FIXTURES ARE TO PROVIDE CONTINUOUS EGRESS AND EMERGENCY ILLUMINATION PER NEC 700.16 AND 700.17, LIFE SAFETY CODES. PROVIDE SCREW TYPE, LOCK ON DEVICE AT BREAKER. q. NONSALES AREA EMERGENCY /NIGHT LIGHT /EXIT GIRGUIT: ALL NON SALES AREA EMERGENCY LIGHTS, NIGHT LIGHTS, AND EXIT LIGHTS SHALL BE CONNECTED TO UNSWITCHED LEG OF LOCAL LIGHTING CIRCUIT. FIXTURES ARE TO PROVIDE CONTINUOUS EGRESS AND EMERGENCY ILLUMINATION PER NEC 700.16 AND 700.17, LIFE SAFETY CODES. PROVIDE SCREW TYPE, LOCK ON DEVICE AT BREAKER. 10. LIGHTING: MOUNT LIGHTING FIXTURE CENTERED ABOVE LAVATORY PLATFORM. 11. DOWNL I GI-IT ORI ENTAT I ON : ALL DOWNLIGNTS SHALL BE IN ORIENTED IN THE SAME DIRECTION. REFER TO DOWNLIGHT CONFIGURATION DETAIL 'K' ON SHEET E3.0 FOR MORE INFORMATION. 12. EM ONLY FIXTURES: RUN UNSWITCNED LEG OF CIRCUIT TO EMERGENCY BALLAST AND SWITCHED LEG OF CIRCUIT TO NORMAL BALLAST, TO ALLOW FIXTURE TO BE SWITCHED. MAKE FINAL CONNECTIONS PER MANUFACTURERS WIRING DIAGRAMS. OWNER: c h 11215 METRO FT. MYERS, / PARKWAY FL. 33966 * A OA LIGHTOLIER #8037 8" CALCULITE CFL OPEN DOWNLIGIIT. (1) 26W/32W/42N TRIPLE TUBE I- IORIZONTAL LAMP WITH CLEAR IRIDESCENCE FREE, WHITE FLANGE AND HANGER BARS. PHILIPS PLT42W /30/4P ALTO 48 WATTS * A EM/NL (4 A EM /NL LIGHTOLIER #8037 8" CALCULITE CFL OPEN DOWNLIGI -IT. (1) 26W/32W/421A1 TRIPLE TUBE HORIZONTAL LAMP WITH IRIDESCENCE FREE, WHITE FLANGE WITN TEST SWITCH AND DANGER BARS. PHILIPS PLT42W /30/4P ALTO 48 WATTS ARCHITECT /ENGINEER: o 0 v CL -2 GL -2 EM /NL 4' MERCURY SURFACE MOUNTED 1 -LAMP 4' STRIP FLUORESCENT 120V, MM232 -OCT/ 4T- C- ELB -EL PHILIPS (2) F32T8/TL830 /ALTO LAMP (3K) q0 MINUTE EMERGENCY LIGHT. BALLAST BODINE B50 OR r EQUIVALENT. (1350 LUMENS) WHEN INDICATED 32 WATTS I 1 CL -2 4' . ' U o o 0 Jr Jr m m y w a 1 1 CL -2 EM /NL CL -1 EM * MERCURY #M105- 1- 32- OCT- A -P- ELB- UNI -EMPK /1320 SURFACE MOUNTED 2 -LAMP 4 LOW PROFILE WRAPAROUND 32 WATTS _� -` = -- ` �-- -WHITE FINISH WITH PRISMATIC ACRYLIC DIFFUSER. PHILIPS - (2) F32T8/TL830 /ALTO LAMPS. CL -I EM FIXTURES MARKED EM HAVE 90 MINUTE BATTERY BACKUP BALLAST (1350 LUMENS). PD -1 =� tvilk PD -1 DELUX #4608 PENDANT 14 SHADE CLUSTER (14) 25W LAMPS 350 WATTS 2 OTI co ''t SC-1 TROY LIGHTING - #KB14182; P -1/4" W x 18 -1/2" H x 10" P BLACK MATTE FINISH - USES 3 60W CANDELABRA LAMPS 180 WATTS SC -2 TROY LIGHTING - #4600 POLISHED NICKEL SCONCE NI BLACK SNARE (1) 40N LAMP 40 WATTS TRACK JUNO SINGLE CIRCUIT TRACK. WHITE - -- a C CC ai 1n v * Ti t JUNO # T69OW1-1 - 25W FRONT LOAD GIMBAL RING P435, LABELED WITH '25 WATT MAXIMUM LAMP' PHILIPS (I) CDMi - 25W /PAR38 /FL /3K(25 DEG FLOOD) 26.4 WATTS i N y 't EX -2 pr�j C EX -2 EDGE -LIT LED EXIT SIGN W /q0 MINUTE BATTERY BACK UP AND TEST SWITCH. CEILING MOUNT. MODEL ASTRALITE #ARC WNLTE < 5W PER SIDE "1 � . W y; U m Lo c A Lp d' (2 c v ice) fTO CO +: THE ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE SHOWN ON THE SEAL. THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA . EX -3 LIGNTALARMS THERMOPLASTIC LED EXIT SIGN W/ 90 MINUTE BATTERY BACK -UP. WHITE W/ RED LETTERS. MODEL #QLXN500. WALL MOUNTED. SIDE r :1 EX -3 LIGHTING SCHEDULE NOTES: 1. GENERAL CONTRACTOR SHALL VERIFY QUANTITIES OF FIXTURES AND LAMPS ON LIGHTING AND POWER PLAN. 2. ALL FIXTURES SHALL BE FURNISHED BY TENANT, INSTALLED AND WIRED BY GENERAL CONTRACTOR. 3. CAPITOL LIGHTING IS RESPONSIBLE FOR FINAL LIGHTING QUANTITIES. 4. WALL MOUNTED EXIT LIGHTS TO BE MOUNTED AT 12" ABOVE DOOR HEADER UNLESS OTHERWISE NOTED IN PLANS OR ELEVATIONS. 5. LIGHTS WITN -EM /NL INDICATE LIGHTS TO BE WIRED AS EMERGENCY /NIGHT LIGHT. ' *' INDICATES THAT MANUFACTURER'S LABEL MUST BE AFFIXED STATING THAT THE SHOWN LAMP WATTAGE 15 THE MAXIMUM LAMP WATTAGE THAT CAN BE USED FOR THIS FIXTURE, BASED ON LIGHTING ENERGY CODE ISSUES. ri /'[ /]r (_,/ �!J INTIMATES STORE NO: 5381 PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 LIGHTING FIXTURE SCHEDULE L LIGHTING PLAN GENERAL NOTES G C DESIGN TYPE: LINEN & LACE LIGHTING PLAN CODED NOTES # ) ADJACENT TENANT REVISIONS: N.I.C. REQUIRED BY: DATE A -13 LAVATORY I I <V �. _ 12� / �... U) = u : / W IHCFRI , N u 3' (3) TI FIXTURES ON (21) T1 FIXTURES ON -0I OF T TRACK 25' -G" OF T TRACK J NZ JE u w A EM I Q /NL A -28 U 117 i__y ' � '' N J I:: - 25' -q'I (7) T1 FIXTURES v o 1 'n (TYP.) EF -I � O ( 2 ) 7 8 (TYP.) ON OF TRACK I E` q' -2 "± T 10 _ ( -, �_ (� ADJACENT TENANT Y! IFRI � A �A F� A _) INDICATES NO REVISION TO THIS SHEET . A M /NL N N v N �t-� L) � E� 1 /NL 1 A -25 A q) TI FIXTURES ON 5 Ti ( ) ( ) T ON 91 -0" OF T TRACK 51-0" OF T TRACK q' -o', 5' -o" - ! SG -2© 6 DRAWN BY: KMD CHECKED BY: RAP N N A I : SC -1 I v ( NON -SALES C RCN (4) Ti FIXTURES J _ DZ D o zz Q E - IFRI ' 0 t F4,8AA .,, F,.. .,4 a�, • ''tea a ? 1 `i ?�` ``.,, ■ ' }I ,.. 1. /084 Z ��( N _I A -2q N - _. A A- 24 I ON 3 -O OF N X uw 1, A _ p _ T TRACK ( `/ I SALES I ` _ PD-1 PD -1 ciA NL 9 ()Ti FIXTURES ON (5) TI FIXTURES ON q T -0 11 OF T TRACK 5 -0 OF T TRACK �_; - �';�s; 1 i'; ;i rr « U U A -9 6 0) U T 1 U- EM q (TYP.) _ IFRI �� T I■ SC -1 �1 I 0(TYP.) N A N N z (N 1 u t l 1 _1r I- v A -26 I_ I - v w')� 4= 6 ()Ti °� I v L W E77 (J) ll1 I (. 2 .)�') (� ) "A FITT NG RM LOUNGE A A -'A A EM /NL - J EM /NL FIXTURES ON 9' -2 " ±I- OF �A l © (21) Ti FIXTURES ON -- a A -31 EM /NL 25' -9" OF T TRACK 25' -q" f DRAWING TITLE: LIGHTING PLAN AND FIXTURE SCHEDULE 31 ou m G1 (TYP.) ,�O r, ( � �_� L ��) r _ �J Li � A -1, �� 8 � HALLWAY I •. N 1_ I ALCOVE I (TYP) �'J3w 4' = �uw (4 � -- - - - - -� 3 Ti CL-2 /NL EM /NL FIXTURES 6 EM /NL EM a ON 31-0" t 4 b� OF T TRACK r _p DATE ISSUED: 11/07/2012 SERVICE CORRIDOR EP Pt N.I.C. ,'/E M!lA � D A pR . .- v I -- -- -. . -_ _. _ -J V .�. i EQUiREd PROJECT NO: 120421 - - - - - -- -- - -- -- - - - - RECEWED ,. CITY OF TUKWILA bill... 3 cp, 7 NOV 1912012 PERMIT CENTER NORTH DRAWING NO: '7 2 ■ 0 LIGHTING PLAN 1 /4" = 1' -0" _ A NOTE: GENERAL CONTRACTOR TO PROVIDE AND INSTALL CAT MOUNTING HEIGHT TO CENTERLINE MOUNTING HEIGHT TO CENTERLINE SYMBOL DESCRIPTION UNLESS NOTED OTHERWISE SYMBOL DESCRIPTION UNLESS NOTED OTHERWISE OWNER: chico,s 11215 METRO PARKWAY FT. MYERS, FL. 33966 ARCHITECT / ENGINEER: E E 8 8 5E NEATLY VOLTAGE CLEARLY , CABLE AS REQUIRED COILED CONTRACTOR ON 13071-1 NEAR TOP ENDS. IN OF CONNECTION. TT P CONDUIT. TELEPHONE PROVIDE LABEL TT BOARD ALL 10 CABLE TT D FEET CA13LE FOR LOW ' I. DRAW 1 NG TUBE (BY GENERAL CONTRACTOR). 2. SURFACE MOUNT JACK FOR TRAFFIC COUNTER AND CAT 5E CABLES PER PLANS. (BY GENERAL CONTRACTOR) . 3. WALL MOUNT SI-IELF FOR ROUTER. (BY TENANT). \ 4. SURFACE MOUNT JACK FOR REGISTERS AND CAT 5E CABLES PER PLANS. (13Y GENERAL_ CONTRACTOR). 6. QUADRUPLEX RECEPTACLE AND 120V DEDICATED CIRCUIT FOR TELEPI-IONE BOARD EQUIPMENT. (BY GENERAL CONTRACTOR). 6. QUADRUPLEX RECEPTACLE AND 120V DEDICATED CIRCUIT FOR UNIVERSAL POWER SUPPLY. (BY GENERAL CONTRACTOR). 7. TERMINATE AND LABEL ON BOTH ENDS TELEPHONE LINES ONTO 66 STYLE BLOCK. (BY GENERAL CONTRACTOR). 8. ROUTER. (BY TENANT). (BY GENERAL CONTRACTOR). 1. RETARDANT il NAEICRTTOEAML5RIEENDsGAsCNACTABACLT:EAE55: ENSFTTE. PRE (OLE3PI ENYPLTIA- GENERAL (ARLBA1 LINES PER ENOPNENEECTRRTRAI AOPLCNLTA.CONOTRSNI AiTo.LRAABETRLOF CONTRACTOR). C)0. ET - Iri OENDS. u N T E D JACKS AND 10. 11 . 41 Wx811-1x3/4" D PLYWOOD TELEPHONE BACKBOARD PAINTED 1A11T1-1 TWO COATS OF FIRE 12. TIME CLOCK TO BE MOUNTED AND LABELED ( 'IT I MECLOCK TC-l") ON TELEPHONE BOARD. (BY GENERAL CONTRACTOR). 13. UNIVERSAL POWER SUPPLY. (BY TENANT) 14. SURFACE MOUNT TELEPHONE JACK FOR REMOTE TELEPHONE LINES I AND 2 CAT 5E CABLES PER PLANS. (BY GENERAL CONTRACTOR). DUPLEX RECEPTACLE, 3 WIRE GROUND TYPE 18" 3c DUPLEX RECEPTACLE, CEILING MOUNTED --- 41NP DUPLEX RECEPTACLE, WEATHERPROOF 18" 4D F1 GROUND FAULT PROTECTED DUPLEX RECEPTACLE 18" G 41:0 DOUBLE DUPLEX (QUAD) RECEPTACLE 18" CEILING MOUNTED OCCUPANCY SENSOR --- 8 (HUBBELL DUAL TECHNOLOGY HBA# ATD500C) . ...'''-' WALL MOUNTED OCCUPANCY SENSOR 44" (HUBBELL 1-113A# AD1277W1) $ vip TOGGLE SW ITCH, WEATHERPROOF 48" CD LINE VOLTAGE THERMOSTAT 48" =1 ELECTRIC PANEL - SURFACE MOUNTED 6 '-0" TO TOP • E3,- @ 0 KP A F Ei<1 V al DI-4 LOW VOLTAGE PUSH BUTTON 48" COMBINATION BUZZER/BELL AS REQUIRED LOW VOLTAGE TRANSFORMER AS REQUIRED SPEAKER --- INTRUSION DETECTION SYSTEM KEYPAD AND ANNUNCIATOR AS REQUIRED WIRELESS ACCESS POINT (WAP) - - - FIRE ALARM MANUAL PULL STATION 48" FIRE ALARM AUDIO/VISUAL SIGNAL DEVICE 80" FIRE ALARM SPEAKER VISUAL SIGNAL DEVICE 80" FIRE ALARM AUDIO SIGNAL DEVICE 80" MAGNETIC DOOR HOLDER VIA FIRE ALARM SYSTEM 48" .. U g g CD CD = .c V) (11 0 (3, . 1 P 0 0 = o if) (ir) 2 . Fo o CO NMI C__3___)- -( 6 ) 17 ETHERNET 10 ( 13 ) 4 rip 151 61111 61 LINE 3 Ai IN 19 Iti L9 r■Zr ELECTRIC PANEL - FLUSH MOUNTED 61-0" TO TOP FACP FIRE ALARM CONTROL PANEL AS REQUIRED 11 (3 C i I3C 7, 0 C m 'C. WAP • l■ in ig RE'S 19 GI ;,- cv rn, SAFETY SWITCH (NON-FUSED) AS REQUIRED FAA F' FIRE ALARM SYSTEM REMOTE ANNUNCIATOR PANEL AS REQUIRED ( 12 )-\\ 3 ) 07,710 CE1 $ri $11, 0 ® TC 4 N K 6— DUCT MOUNTED SYSTEM SMOKE DETECTOR AS REQUIRED 3S_AFFI4EAT5YES:AITGC:ET(IFCUSMEODT AS REQUIRED (5 SYSTEM CEILING MOUNTED SMOKE DETECTOR - -- COMBINATION STARTER/SAFETY SWITCH FS FIRE ALARM WATER FLOW SWITCH AS REQUIRED o WITH REMOTE INDICATORS/RESET MANUAL MOTOR STARTING SWITCH MANUAL MOTOR STARTING SIAlITCH W IT PILOT LIGHT AS REQUIRED AS REQUIRED AS REQUIRED TS FIRE ALARM TAMPER SWITCH AS REQUIRED TIME CLOCK )0R STARTER A REMOTE ALARM/TEST SWITCH FOR DUCT DETECTOR AS REQUIRED MOTOR - 1 PI-IASE AS REQUIRED SD CAMERA (SECURITY DOME) CEILING MOUNTED MOTOR - 3 PI-IASE AS REQUIRED 8 SHOPPER TRACK CEILING MOUNTED AS REQUIRED 0 THERMOSTAT/SENSOR --- TELEPI-IONE OUTLET 18" COMBINATION TELEPHONE/DATA OUTLET IS" DATA OUTLET 18" , E v tv cn •zr : ( 6 ) c Lo 0) 1-- (i) w g f .Y 0 p, .c c Nt en 3 a) 1. 0 U) THE ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE SHOVVN ON THE SEAL, THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA -',r cv . - - - - - : : t 111 7 ) LINE 1 LINE 2 ( 16 ) r 21 Le WS 19 Lc 14 15. SIX PLUG SURGE PROTECTOR. (BY GENERAL CONTRACTOR). 16. SMART BOX AND PUNCH BLOCK. (BY TELEPHONE COMPANY). 17. VOICE CONNECTION SURFACE MOUNT JACK FOR LINE 3 - ETHERNET AND CAT 5E CABLES PER PLANS. (BY GENERAL CONTRACTOR) _ SPACE FOR ADT SYSTEM, IF REQ' D (BY TENANT) MBOBSO 1 (fill= INTIMATES ( 5 MOD STORE NO: 5381 ( I ) PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 TECHNOLOGY DETAIL AND ELECTRICAL SYMBOLS C DESIGN TYPE: LINEN & LACE CODED NOTES ( # ) L , CENTER OF CAN LIGHT , 2—#22 ANG REVISIONS: DUPLEX OUTLET (1G) REQUIRED BY: DATE CAMERA DVR / LOCKBOX (SECURITY DOMES) 71- co 1 . 2. 3. .....w_____,..- (WALL MOUNTED) L IGPT I NG FIXTURE TYPE 'A' 4....,.. DI MENSIONED ON ARCHITECTURAL ' REFLECTED CEILING LING PLAN. LAMP PLUG TOWARDS STOREifRONT DIRECTION TO FRONT OF STORE CONTROL CABLES 2-#22 ANG ,,—MONITOR / FLAT SCREEN (WALL MOUNTED) =•ii- (.0 \ 101 A-31 SALES AREA A-26 A-28 1 SALES AREA DOWN L 1 GNTS AND FITTING ROOM DOWNLIGIHTS CONTACTOR 'C2' 1 SALES AREA TRACK LIGHTS, PENDANT L I GI-ITS AND WALL SCONCE L IGI-ITS 41 NS MS KEYBOARD 1" CONDUIT UP . 0 co N- ......■ r A DOWNL I GHTS, AND FITTING ROOM LOUNGE LIGHTS • INDICATES NO REVISION TO THIS SHEET DIRECTION TO REAR OF STORE Pr TO STRUCTURE I DCP ONE ANALOG \ KEYBOARD SHELF FLOOR . / TELEPHONE L INE FOR OUT-DIALER DRAWN BY: KMD CHECKED BY RAP POWER CONTACTORS AND TC1 FROM CIRCUIT .A-23 CONTACTOR 'Cl' CONTROLLED BY T I M ECLOCK ...- GENERAL PROVIDE AS ACCESS'. FOR CABLING FOR GENERAL LOCATIONS FINAL CCTV. CAMERAS CONNECTIONS. CONTRACTOR TO EXTEND CABLE TO PROPOSED HEAD END EQUIPMENT LOCATION. ENOUGI-4 EXCESS CABLE TO REACH ANY WALL IN BACK ROOM. COIL AND MARK CABLE HEAD END EQUIPMENT LOCATION MUST BE HI TH I N 10' OF THE 'NETWORK SWITCH (SECURITY DOMES), GENERAL CONTRACTOR TO PROVIDE 18-2 PLENUM 1A11-11TE IA1 ITI-1 RG59 COAX PLENUM NI-41TE. COIL 1B'-2O' OF CABLING AT EACH CAMERA LOCATION FINAL CONNECTIONS BY EQUIPMENT PROVIDER. CONTRACTOR TO PROVIDE BNC CONNECTORS, PLENUM CRIMP-ON AT CAMERA ONLY BNC CONNECTORS NOT NEEDED AT THE HEAD END EQUIPMENT LOCATION. CONNECT IONS BY EQUIPMENT PROVIDER _ nii ,,,,,,,,, „, Pr,cy; A. PR,eitAi, !,. , e(„., .....,,.......... . aV, 1 i4::1° 'I-NI ,. 4,1'' • , Pp t • 43(44 S 4 , / 0 ,, „ '4' 14 z Is .„, ,OOT ,06,9 11 .. 4 • do° A z_ 1 STOREFRONT RECEPTACLES A-7 STOREFRONT SIGN A-9 SI-ION WINDOW TRACK LIGHTS A-11 EXTERIOR WALL SCONCES DOWNLIGHT CONFIGURATION K INTRUSION DETECTION SYSTEM DETAIL F CCTV SYSTEM AND CODED NOTES A-13 4 POLE CONTACTOR ELECTRICALLY SEE CODED NOTE E2 . FOR MORE POWER CONTACTOR A-23 THRU NORMALLY OPEN, HELD CLOSED. ROUTER (BY TENANT) WEATHERPROOF PUSHBUTTON, SEE POWER PLAN SHEET El .0 FOR EXACT LOCATIONS, EDWARDS #852. SALES BUZZER AT CASH WRAP . EDWARDS #660. 6 , ON SHEET INFORMATION. FROM CIRCUIT SWITCH 'c' . SEE ARCI-IITECTURAL REFLECT IVE CE I LI NG PLAN SHEETS AND ASSOCIATED DETAILS. = a 1 731- , 1” -5 %) "; ._.',_ 71 CONNECT TO NEAREST 120V1 CONVENIENCE RECEPTACLE CIRCUIT. A-24 A-25 PENDANT LIGHTS SALES AREA TRACK LIGHTS 24V SEC. DRAWING TITLE: ELECTRICAL DETAILS AND SYMBOLS I • SALES AREA TRACK LIGHTS A-29 WALL SCONCES N , GENERAL NOTES: .41 NON-SALES BUZZER. EDWARDS -120V TO 24V SYSTEM TRANSFORMER IN NEMA 1 seem, ENCLOSURE. EDWARDS #592. t"'"4 Fi A TE PERANT AND APPROV ' RErit „ AL A-30 SPARE --cl SPARE 6 POLE CONTACTOR NORMALLY OPEN, ELECTRICALLY HELD CLOSED. SEE ' REAR OF STORE -.. CODED NOTE am, ON SHEET E2 .0 FOR MORE INFORMATION ' POWER FEED SHALL BE TOWARDS REAR OF STORE AND SHALL EXTEND PAST OF THE OUTERMOST STANDARD DATE ISSUED: 11/07/2012 WUIRED 5f, • ROUTE CONDUIT UP IN WALL OR COLUMN TO CE I LING SPACE. RECEIVED • RUN N1RE ABOVE CE ILI NG IN CONDUIT WHERE REQUIRED BY CODE. CITY OF 11.JK‘MLA • PARALLEL W IRE BUZZERS. NOV 102012 t) ()„,...., k;, 7 PERMIT CENTER PROJECT NO 120421 OF EACH DISPLAY SECTION. CAS-4-WRAP STATION DRAWING NO: 3 • 0 LIGHTING CONTROL DETAIL N TRACK LIGHT ALIGNMENT DETAIL J DATA LAYOUT CONFIGURATION DETAIL E DELIVERY BUZZER SCHEMATIC DETAIL PROVIDE PULL STATIONS AS SHOWN ON EI.O OWNER: ChIC = 11215 METRO PARKWAY FT. MYERS, FL. 33966 AND TIE INTO TENANT'S FIRE ALARM PANEL. PROVIDE DUCT MOUNTED SMOKE DETECTORS AND TIE INTO TENANT'S FIRE ALARM PANEL. FURNISH AND INSTALL CEILING MOUNTED SMOKE DETECTOR ABOVE FIRE ALARM PANEL AND TIE INTO TENANT'S FIRE ALARM PANEL. FURNISH AND INSTALL MECHANICAL FEEDER /CONNECTION SCHEDULE Panel Wiring Schedule (3- phase) Panelboard °A" Voltage 120/208 Phase 3 Wire 4 ITEM VOLTAGE HP KW M.C.A. FEEDERS TYPE OF CONN BRANCH BREAKER Panel Type NQ Mains 200A MCB Mains Rating 225 A AIC Rating 10,000 F F ® SPEAKER /STROBE ANNUNCIATOR DEVICES AS SHOWN ON DRAWING E1.0 WIRE COND NEMA Type Enclosure 1 Mounting SURFACE Options Note FIRE ALARM PANEL. SEE SHEET E1.0 FOR LOCATION V V GENERAL CONTRACTOR SHALL Ckt. No. Zone/ Note Load Description Equip # Brkr Opts Brkr Size* Actual KW Phase Actual KW Brkr Size* Brkr Opts Equip # Load Description Zone/ Note Ckt. No. WATER HEATER INSTANT- ANEOUS 208V, 1PI-1 - -- 4.2 - -- 2 #I2 THHN 1 #12 G I/2 EMT AG TOGGLE SWITCH 20A -2P 1 IG CASH REGISTER - -- 20/1 0.280 A 0.540 20/1 - -- NON SALES RECEPTACLES 2 3 IG CASH REGISTER - - -- 20/1 0.280 B 0.180 20/1 - - -- SALES RECEPTACLES 4 RTU -1 208V 3PH - -- 15.6 85.20 3 #3 THHN 1 #8 G „ 11/4 EMT THRU UNIT DISC. SWITCH 100A -3P 5 UTILITY RECEPTACLE - -- 20/1 0.720 C 0.360 20/1 - - -- SALES RECEPTACLES 6 7 TC SHOW WINDOW RECEPTACLE - - -- 20/1 0.360 A 0.180 20/1 - - -- SALES RECEPTACLES 8 CONTRACT WITH MALL APPROVED A -40 SEE FIRE ALARM FIRE ALARM CONTRACTOR FOR NOTE ON SHEET El .0. FINAL CONNECTION TO LANDLORD SUPPLIED JUNCTION BOX FOR TENANT FIRE ALARM SYSTEM. VERIFY EXACT LOCATION OF JUNCTION BOX WITH MALL OPERATIONS MANAGER. FIRE ALARM RISER NOTES: 9 TC STOREFRONT SIGN - - -- 20/1 1.200 B 0.180 20/1 - - -- SALES RECEPTACLES 10 11 TC SHOW WINDOW LIGHTING 4 20/1 0.439 C 0.180 20/1 - - -- LOUNGE AREA RECEPTACLE 12 13 TC EXTERIOR WALL SCONCES - - -- 20/1 0.360 A 0.800 20/1 - - -- REFRIGERATOR 14 15 WATER HEATER - - -- 20/2 2.100 B 0.500 20/1 - - -- TELEPHONE BOARD IG 16 17 - - -- 20/2 2.100 C 0.500 20/1 - - -- SOUND SYSTEM IG 18 19 MICROWAVE - - -- 20/1 0.800 A 0.500 20/1 - - -- WATER COOLER 20 21 SPARE - -- 20/1 0.000 B 0.500 20/1 - - -- SECURITY SYSTEM IG 22 23 T/C CONNECTION - - -- 20/1 0.200 C 0.700 20/1 - - -- PENDANT LIGHTS C 24 1. SEE PLANS OF THE TENANT (EI.0) FOR ACTUAL NUMBER OF DEVICES AND ADDITIONAL NOTES. 2. ALL MATERIALS SHALL BE NEN AND BEAR UL LABELS. 3. SUPPLY SHOP DRAWINGS FOR FIRE ALARM SYSTEM TO LOCAL AUTHORITY FOR APPROVAL PRIOR TO INSTALLATION. 4. FURNISH AND INSTALL ALL LABOR AND MATERIALS REQUIRED FOR A COMPLETE INSTALLATION AS INDICATED. E. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF NEC,NFPA, STATE AND LOCAL CODES. FIRE ALARM SEQUENCE OF OPERATION: 25 C SALES TRACK LIGHTS 10 20/1 1.109 A 0.192 20/1 - - -- SALES DN LIGHTS B 26 X3081 ■ 27 SPARE - - -- 20/1 0.000 B 0.192 20/1 - - -- FITTING RM DN LIGHTS B 28 29 A SALES/LOUNG DN LTS - - -- 20/1 0.288 C 0.790 20/1 - -- WALL SCONCES C 30 31 C SALES TRACK LIGHTS 9 20/1 1.003 A 0.000 20/1 - - -- SPARE 32 FIELD VERIFY ALL CONDITIONS 33 NON SALES LIGHTS L 20/1 0.566 B 0.360 20/1 - MANAGERS DESK IG 34 35 SALES/EM/NL LIGHTS L 20/1 0.480 C 0.180 20/1 - - -- BACKWRAP RECEPTACLE IG 36 DESIGN DRAWINGS ARE SCHEMATIC. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THE CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR TENANT PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR TENANT AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT THE CONTRACTORS COST. ' BIDDING CONTRACTORS SHALL HAVE A WORKING :KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING, THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR TENANT OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. GENERAL CONTRACTOR SHALL BALANCE CONNECTED WATTAGE ACROSS ALL THREE PHASES TO +/- 7% AFTER ALL CONNECTIONS ARE MADE AND RUNNING. PROVIDE BALANCE SHEET TO CONSTRUCTION MANAGER AT PUNCHLIST. VERIFY ALL REQUIREMENTS WITH LANDLORD AND LOCAL POWER COMPANY PRIOR TO BID. INCLUDE IN BID THE COST OF ALL WORK REQUIRED FOR A FULLY OPERATIONAL ELECTRICAL SERVICE SYSTEM INCLUDING BUT NOT LIMITED TO AIC RATINGS, FEEDER SIZE, METER REQUIREMENTS, UPGRADE OF LANDLORD'S EQUIPMENT, CONDUIT, ETC. 37 RTU -1 - -- 100/3 10.224 A 0.180 20/1 - - -- HVAC RECEPTACLE 38 39 ', - - -- " 10.224 B 0.500 20/1 UR FIRE ALARM CIRCUIT 40 SPECIFIC LOCATION IN THE STATE SHOWN ON THE SEAL. THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. 41 " 10.224 C 0.000 20/1 -- SPARE 42 Notes Breaker Options * All circuit breakers to be 20 -Amp, 1 -Pole unless otherwise noted. L - Handle lock -on device G - Ground Fault Circuit Interrupt. Actual Load Totals: Ph. A 16.528 kw 137.5 A H - Heating, NC & Refrigeration Ph. B 16.782 kw 139.6 A R - Indicates Red circuit breaker as required by 1. ACTIVATION OF THE DUCT SMOKE DETECTOR SHALL SEND AN ALARM SIGNAL DIRECTLY TO LANDLORD CENTRAL ADDRESSABLE, VOICE EVACUATION TYPE MAIN FIRE ALARM PANEL WHICH SHALL: A. INITIATE AN ALARM SIGNAL AT TENANT'S PANEL AND LANDLORD'S MAIN FIRE ALARM PANEL. B. SHUT DOWN TENANT'S HVAC SYSTEM C. INITIATE MALL'S HORN /STROBES. D. ACTIVATE THE TENANT ZONE SMOKE CONTROL EXHAUST SYSTEM AND THE MALL OUTSIDE AIR SUPPLY. E. NOTIFY LOCAL FIRE DEPARTMENT OF FIRE EMERGENCY LOCATION. 2. UPON SMOKE DETECTION IN DUCT MOUNTED SMOKE DETECTOR (IF APPLICABLE), FIRE ALARM PANEL SHALL: A. SHUT DOWN HVAC UNIT B. SEND A SIGNAL TO FIRE ALARM PANEL, SO THAT THE SEQUENCE LISTED ABOVE MAY BE STARTED. Ph. C 17.161 kw 142.7 A NEC 760.41 (B) Total 50.471 kw 140.3 .A Zone /Note Zone - Lighting Control Zones g g Notes - IG = Isolated Ground Circuit (All Phases to be balanced to within 7% using Actual Load Totals) cf�J'7+�' U,(/ INTIMATES ELECTRICAL LOAD SUMMARY SYSTEM SYSTEM DESCRIPTION ACTUAL CONNECTED KW /KVA N.E.C. CONNECTED KW /KVA N.E.C. DEMAND FACTOR N.E.C. DEMAND KW/KVA STORE NO: 5381 LIGHTING 4.768 4.768 1.25 5.960 TRACK LIGHTING * ** 2.112 6.675 89 ' x 150W 12FT 6.675 PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 SHOW WINDOW LIGHTING ** 0.439 3.800 19 ' x 200w / FT 3.800 RECEPTACLES 4.220 4.220 1.0 <10KW +0.5 REMAINING KW 4.220 ELECTRIC WATER HEATER 4.200 4.200 1.0 4.200 MISCELLANEOUS 4.060 4.060 1.0 4.060 FIRE ALARM RISER DIAGRAM AND NOTES R ELECTRICAL EQUIPMENT DATA L DESIGN TYPE: LINEN & LACE HVAC SYSTEM * 30.672 30.672 125% OF LARGEST * * ** 30.672 TOTAL 50.471 58.395 59.587 REVISIONS: NOTES * USE GREATER LOAD OF THE TWO CATAGORIES ** NEC ARTICLE 220 -43 REQUIREMENT (200VA / FT OR ACTUAL CONNECTED) * ** NEC ARTICLE 220-43 REQUIREMENT (150VA/2 FT OR ACTUAL CONNECTED) * * ** 125% OF THE LARGEST MOTOR OR COMPRESSOR ALREADY INCLUDED IN ACTUAL & NEC CONNECTED KW /KVA TOTAL N.E.C. DEMAND KVAx 1000 REQUIRED BY; DATE -- �. " NEW EQUIPMENT ,-------EXISTING EQUIPMENT . LANDLORD TO PULL NEW 120/206V TO SPACE .. ---- LEASE LINE SOMA TENANT SPACE SERVICE LANDLORD -?Z J -BOX SIZED PER NEC CEILING LANDLORD PROVIDED CONDUIT AND CONDUCTORS TO THE SPACE AND GENERAL CONTRACTOR TO (4) 3/0 AWG. THHN, I #6 AWG. GROUND AND 1 #6 ISOLATED GRID IN 2 C. SYSTEM VOLTAGE x,T3 = MINIMUM FEEDER AMPERAGE 59.587 x 1000 165.6 AMPS 208 x 1.73 MEWED CITY FT(JUK WILA, q NOV 1 92012 �f - �9 r ` ' .0 -i APPROVAL pPril 111:29D EXTEND TO NEN PANELBOARD. • INDICATES NO REVISION TO THIS SHEET DRAWN BY: KMD CHECKED BY: RAP LANDLORD SHALL PROVIDE MASTER METERING EQUIPMENT. GC TO COORDINATE WITH _____--••• LANDLORD /UTILITY COMPANY. O o 200A PANEL 'A' 120/206V. 3PH,4W, 200A MCB 42 CIRCUIT Cl G2 TIME CLOCK AND LIGHTING CONTACTORS. SEE LIGHTING ,,;. r . I ,V; A. PRAT ' j 3 �. �O ro }, yFa y1. a' z ljr Wf, , •�, 11, 'I ill" i' €;" r i 1 ,Ilt �43C)234 Itt' 0 i us I , t; ∎ *a ,,,his; �'�l ��� /Y CONTROL CONNECTION TCI DIAGRAM, DETAIL 'N' ON SHEET E3.0. LANDLORD PROVIDED MAIN CIRCUIT BREAKER WITHIN THE LANDLORD'S ELECTRICAL ROOM + ALL DISCONNECT SWITCHES AND PANELS SHALL BE INSTALLED ON PLYWOOD BAGKERBOARDS. DIST. APPROX. 150' -0" FLOOR RISER DIAGRAM GENERAL NOTES: A. HVAC CIRCUIT BREAKERS TO BE "HACR" TYPE WHERE REQUIRED BY EQUIPMENT NAMEPLATE PER N.E.C. B. BALANCE ALL PANELS AND ELECTRICAL EQUIPMENT, UNDER LOAD CONDITIONS, TO ±7% BETWEEN PHASES: A/13, B /C, C/A REGARDLESS OF CIRCUITING INDICATED. C. PROPER CLEARANCE MUST BE MAINTAINED ABOUT ELECTRICAL EQUIPMENT PER N.E.C. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE IN ELECTRICAL ROOM /AREA PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT. D. MAKE ALL FINAL ELECTRICAL CONNECTIONS FOR A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM. E. ALL CONNECTIONS TO LANDLORD'S SERVICE EQUIPMENT SHALL BE AS DIRECTED BY LANDLORD'S SITE REPRESENTATIVE. TENANT GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TERMINATION EXPENSES. F. SYSTEM SHALL BE GROUNDED TO THE MAIN BUILDING'S GROUNDING SYSTEM. DRAWING TITLE: ELECTRICAL RICAL PANEL SCHEDULES AND RISER DIAGRAM TENANT GENERAL CONTRACTOR SHALL MAKE APPLICATION TO THE (MALL /LOCAL UTILITY) FOR AN ELECTRIC METER AND A METERED ELECTRIC SERVICE IN THE TENANT'S NAME. TENANT GENERAL CONTRACTOR SHALL CONFIRM ALL LOCAL UTILITY GUIDELINES AND REQUIREMENTS PRIOR TO BID, SHALL INCLUDE THE COSTS OF THESE REQUIREMENTS IN THE BID, AND SHALL COMPLY WITH THEM DURING CONSTRUCTION. APPLICATION FOR A TEMPORARY ELECTRIC METER AND CONVERSION TO A PERMANENT ELECTRIC METER SHALL BE SUBMITTED TO THE UTILITY UPON AWARD OF CONTRACT. INSTALLATION AND PROVISIONS FOR SAME SHALL COMMENCE WITHIN THE FIRST WEEK OF CONSTRUCTION. DATE ISSUED: 1 1/07/2012 PROJECT NO: 120421 DRAWING NO: ill • 0 ELECTRICAL RISER DIAGRAM AND NOTES PANEL SCHEDULES AND LOAD SUMMARIES A 26 0500 COMMON WORK RESULTS FOR ELECTRICAL A. THE FOLLOWING TERMS SHALL APPLY TO ALL WORK DONE UNDER THIS CONTRACT: I. ANY REFERENCE TO TENANT OR TENANT'S CONSTRUCTION MANAGER OR FURNISHED BY ANY OF THE ABOVE REFERS TO WHITE HOUSE BLACK MARKET. 2. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATIONS SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 26 THROUGH 28. 3. THE CONTRACTOR FOR THIS WORK I5 REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF THIS SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE THIS SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 4. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THIS WORK AND THE WORK OF THIS SUBCONTRACTORS TO COMPLY WITH THE WHITE HOUSE BLACK MARKET SCHEDULE AND THE PROJECT COMPLETION DATE. 5. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN TINE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTOR'S BID. SUBMITTAL OF BID 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. 6. REFER TO RESPONSIBILITY SCHEDULE ON THE ARCHITECTURAL DRAWINGS FOR INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. B. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL NEW COMPLETE ELECTRICAL SYSTEM AS INDICATED ON DRAWINGS, AS REQUIRED BY CODE AND AS SPECIFIED HEREIN, IN SECTIONS 26 OS 00 THROUGH 25 31 11, WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: 1. TEMPORARY SERVICE AS REQUIRED. 2. PRIMARY DISTRIBUTION BY ELECTRIC COMPANY. 3. EMERGENCY AND EXIT LIGHTING SYSTEMS. 4. EMPTY CONDUIT TELEPHONE AND DATA SYSTEMS AS SHOWN ON THE DRAWINGS. 5. ELECTRICAL PANEL AND BRANCH CIRCUIT WIRING. 6. WIRING DEVICES AND PLATES. 7. LIGHTING FIXTURES AND LAMPS, INSTALLATION AND WIRING. 8. LIGHTING CONTROLS. 9. ELECTRICAL CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS, SIGNS, CORNICE LIGHTING, CASE LIGHTING, ETC., AS SHOWN ON DRAWINGS. 10. INSTALLATION OF CONDUIT FOR SOUND SYSTEM AS SHOWN ON DRAWINGS. 11. SMOKE /FIRE ALARM WIRING, DEVICES AND CONDUIT, AS SHOWN OR DESCRIBED ON DRAWINGS OR AS NECESSARY TO MEET LANDLORD, STATE, LOCAL, INSURANCE AND FIRE DEPARTMENT REQUIREMENTS. 12. INSTALLATION OF CONDUITS STUBBED TO ABOVE CEILING FOR HVAC. ALSO, ANY ADDITIONAL CONDUIT FOR HVAC CONTROL EQUIPMENT WHERE PLENUM RATED CABLES ARE NOT PERMITTED. THE GENERAL CONTRACTOR SHALL PAY FOR ALL ELECTRICITY PRIOR TO STORE MERCHANDISING, AND INCLUDE COST IN BID, G. WORK WHICH SHALL BE PERFORMED BY OTHERS, UNLESS NOTED OTHERWISE, INCLUDES THE FOLLOWING: 1. TEMPERATURE CONTROL WIRING THAT IS FURNISHED BY OTHERS PRE -WIRED IN UNITS. 2. TELEPHONES AND FINAL CONNECTION OF WIRING THERETO, 3. DATA LINES WIRING. 4. INTERNAL WIRING OF EQUIPMENT FURNISHED AND PRE -WIRED BY OTHERS. 5. SECURITY SYSTEM FURNISHED AND INSTALLED BY SECURITY CONTRACTOR. D. ELECTRICAL EQUIPMENT FURNISHED BY OTHER TRADES OR BY TENANT AND SPECIFIED IN OR SHOWN ON CONTRACT DOCUMENTS SHALL BE INSTALLED AND CONNECTED BY GENERAL CONTRACTOR, EXCEPT AS OTHERWISE NOTED. PROVIDE BRANCH CIRCUIT CONNECTIONS TO ELECTRICALLY OPERATED EQUIPMENT FURNISHED BY OTHERS AS SPECIFIED IN OR SHOWN ON THE CONTRACT DOCUMENTS. TEMPORARY WIRING FOR OTHER CONTRACTORS SHALL BE INSTALLED BY THE GENERAL CONTRACTOR WHO SHALL BE ENTIRELY RESPONSIBLE TO THE TENANT FOR THE SAFE AND SATISFACTORY OPERATION OF SAID TEMPORARY WIRING. CONTRACTOR REQUIRING SUCH TEMPORARY WIRING SHALL PAY FOR ALL DAMAGE TO PROPERTY RESULTING FROM ITS USE, COMPLY WITH LATEST REQUIREMENTS OF OCCUPATIONAL SAFETY AND WEALTH ACT (OSHA). PROVIDE PERSONNEL GROUND FAULT PROTECTION ON ALL TEMPORARY POWER AND LIGHTING CIRCUITS 30 AMPERES OR LESS. GROUND FAULT CIRCUIT INTERRUPTERS ON CONSTRUCTION CIRCUITS ARE NOT REQUIRED WHERE CIRCUIT IS A PERMANENT CIRCUIT TO BE A PART OF THE COMPLETED BUILDING. HOWEVER, CONTRACTOR SHALL PROVIDE APPROVED CORD SETS INCORPORATING GFCI PROTECTION FOR PERSONNEL. SEE LOCALLY ADOPTED EDITION OF THE N.E.C. ALL FINISH PAINTING IS •TO BE PERFORMED BY GENERAL CONTRACTOR EXCEPT THAT THIS CONTRACTOR SHALL RESTORE TO ORIGINAL CONDITION ANY PAINTING DEFACED BY THIS, GENERAL CONTRACTOR AFTER ORIGINAL PAINTING. E. F. G. H. GENERAL CONTRACTOR SHALL DO ALL CUTTING, CHASING, OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THIS DIVISION. CUTTING SHALL NAVE PRIOR APPROVAL BY TENANT'S CONSTRUCTION MANAGER AND THE LANDLORD. PATCHING IS TO BE "AS NEW CONDITION ". ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING AND REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. ANY ACCESS PANELS REQUIRED, BUT NOT SPECIFIED OR SHOWN ON DRAWINGS, SHALL BE FURNISHED BY GENERAL CONTRACTOR WITH DESIGN TO BE APPROVED BY ARCHITECT BEFORE STARTING INSTALLATION. 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 CONTRACT. I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH: I. THE NATIONAL ELECTRICAL CODE. 2. STATE, CITY, AND COUNTY BUILDING CODES AND ORDINANCES. 3. NATIONAL BOARD OF FIRE UNDERWRITERS. 4. CERTAIN CODES AND STANDARDS AS SET UP BY VARIOUS TECHNICAL SOCIETIES NEMA, NECA, IEEE, ASTM, IES, IPCEA, AND ANSI. 5. THIS WORK SHALL BE GOVERNED ALSO BY LOCAL INSPECTOR'S REQUIREMENTS. 6. FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS. 7. AMERICANS WITH DISABILITIES ACT. SUCH AS UL, J. GENERAL CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY TENANT TO THE CONTRACTOR. K. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS NHICH EXCEED CODES, THE LANDLORD OR TENANT CRITERIA, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH THE MOST STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS NOTED OTHERWISE. L. 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, NHICHEVER IS MORE STRINGENT. M. ALL PERMITS REQUIRED BY LAWS, ORDINANCES AND BUILDING CODES HAVING JURISDICTION SHALL BE OBTAINED AT PROPER TIME BY AND AT THE EXPENSE OF THE GENERAL CONTRACTOR. N. ALL ELECTRICAL WORK SHALL BE INSPECTED BY THE GOVERNMENTAL AGENCY HAVING JURISDICTION, INCLUDING LOCAL INSPECTION AUTHORITIES. 0. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING, THROUGH SHOP DRAW! NG'SUBMITTAL PROCESS, BY 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. P. GENERAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO TENANT'S CONSTRUCTION MANAGER FOR APPROVAL. SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW SEVEN (7) WORKING DAYS FOR TENANT'S CONSTRUCTION MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF THE GENERAL CONTRACTOR. AND /OR SUB - CONTRACTOR SHOWING THAT THEY HAVE REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. Q. FOR ANY PHASED STORE CONSTRUCTION, THIS CONTRACTOR 15 TO INCLUDE IN THIS BID ALL NECESSARY ELECTRICAL SERVICE CHANGES REQUIRED TO KEEP THE OPERATING PHASE OF THE STORE'S ELECTRIC SERVICE IN OPERATION. CONTRACTOR MUST SCHEDULE WITH TENANT'S CONSTRUCTION MANAGER AND LANDLORD (IN WRITING) ONE WEEK PRIOR TO ANY SHUT DOWN OF THE P.0.5 ., CASH REGISTERS, ELECTRICAL, TELEPHONE OR FIRE ALARM SYSTEMS. ADVISE GENERAL CONTRACTOR AND TENANT AT TIME OF BID IF ANY CONFLICTS EXIST. R. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK. COORDINATE ANY EXISTING EQUIPMENT TO BE LEFT INTACT AND ADVISE TENANT'S CONSTRUCTION MANAGER AT TIME OF BID. S. THIS CONTRACTOR SHALL INCLUDE, AND WILL BE HELD RESPONSIBLE FOR, THE REMOVAL OF ALL EXISTING CONDUIT, FIRE ALARM SYSTEM, SWITCH GEAR, PITCH POCKETS AND EQUIPMENT, ETC. UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY NITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, CONDUIT AND SWITCH GEAR PRIOR TO REMOVAL. PITCH POCKETS SHALL BE REMOVED AND THE ROOF PATCHED, AS REQUIRED BY THE LANDLORD. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEN WORK MUST BE REMOVED AND ROOF /WALL/ FLOOR PATCHED /REPAIRED TO LIKE NEW CONDITION. EXISTING ABANDONED CONDUIT 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 TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES, ABANDONED CONDUIT MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM EXTENT OF DEMOLITION PRIOR TO BID AND INCLUDE IN PROPOSAL. T. GENERAL CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S 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. ELECTRICAL SPECIFICATIONS U. 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, RETAIN THEIR RA TI SO AS TO TA T RFI E FIRE R T G. V. 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 CONDUIT, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. N. 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. X. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO OTHER CONDUIT OR PIPING. HANGERS UPPER ATTACHMENT MUST BE SUPPORTED FROM THE TOP OF THE BAR JOIST. HANGING FROM METAL DECK IS NOT PERMITTED. WHERE INTERFERENCES 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. Y. UPON COMPLETION OF THE WORK, GENERAL CONTRACTOR SHALL FURNISH TO THE ARCHITECT A CERTIFICATE OF INSPECTION AND APPROVAL FROM THE ABOVE DEPARTMENT BEFORE FINAL PAYMENT ON CONTRACT WILL BE ALLOWED. Z. TEST ALL WIRING AND CONNECTIONS FOR CONTINUITY AND GROUNDS BEFORE ANY EQUIPMENT IS CONNECTED. WHEN DIRECTED BY ARCHITECT, DEMONSTRATE BY PROPER VOLTAGE MEGGER TEST OF INSULATION RESISTANCE OF ANY CONDUCTORS AND REPLACE ALL CONDUCTORS WHICH FAIL SAID TESTS UNTIL ALL CONDUCTORS ARE FREE FROM INSULATION FAULTS. AA. ELECTRICAL LAYOUTS ARE SCHEMATIC. EXACT LOCATIONS ARE DETERMINED BY EXACT LOCATION OF EQUIPMENT, ETC., AND MAY BE REVISED TO SUIT THE CONSTRUCTION CONDITIONS AND AID IN COORDINATION WITH WORK OF OTHER CONTRACTORS. 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 TENANT'S CONSTRUCTION MANAGER IN WRITING OF ANY VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF THE BID. OTHERWISE, TENANT'S CONSTRUCTION MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. AB. ELECTRICAL DRAWINGS ARE INTENDED TO INDICATE APPROXIMATE LOCATIONS OF SNITCHES, RECEPTACLES, LIGHTING FIXTURES AND OTHER ITEMS OF VARIOUS ELECTRICAL SYSTEMS OF PROJECT. EXACT LOCATIONS AND ROUGH -IN DIMENSIONS FOR ALL WORK AND EQUIPMENT- SHALL BE OBTAINED FROM ARCHITECT OR ARCHITECT'S REPRESENTATIVE AS WORK PROGRESSES. SHOULD THE GENERAL CONTRACTOR FAIL TO PROPERLY OBTAIN SUCH LOCATIONS OR DIMENSIONS, THE ARCHITECT SHALL CHANGE THIS WORK AT THE GENERAL CONTRACTORS EXPENSE WHEN REQUESTED BY ARCHITECT. ARCHITECT RESERVES THE RIGHT TO MAKE MINOR CHANGES IN LOCATION OF ELECTRICAL "WORK OR EQUIPMENT PRIOR TO ROUGHING IN WITH NO ADDITIONAL COST TO TENANT. TENANT'S CONSTRUCTION MANAGER RESERVES THE RIGHT TO RELOCATE ANY OUTLETS OR FIXTURES BEFORE THEY ARE INSTALLED WITHOUT ADDITIONAL COST. AC. THE ARCHITECT RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ANY ITEM WHICH, IN THIS OPINION, SHALL NOT PRESENT AN ORDERLY OR REASONABLY NEAT OR WORKMANLIKE APPEARANCE, PROVIDED THAT SUCH ITEM CAN BE PROPERLY INSTALLED IN SUCH ORDERLY WAY BY METHODS USUAL IN SUCH WORK, OR WHICH DOES NOT COMPLY WITN CONTRACT DRAWINGS OR SPECIFICATIONS. SUCH REMOVALS OR REPLACEMENTS SHALL BE DONE BY CONTRACTOR WHEN SO DIRECTED IN WRITING BY ARCHITECT AND AT CONTRACTOR'S EXPENSE. AD. GENERAL CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS 1. LOCATION OF JUNCTION BOXES AND RECEPTACLES. 2. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. 3. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. AE. AT COMPLETION- OF PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. ONE COPY OF DRAWINGS STAMPED "DO NOT REMOVE" SHALL BE PLACED IN DRAWING TUBE LOCATED NEXT TO THE ELECTRICAL PANELS (SEE ARCHITECTURAL DRAWINGS FOR LOCATION). A SECOND AS -BUILT SET SHALL BE SENT TO CHICO'S OFFICES. AF. THE MATERIALS AND EQUIPMENT INSTALLED IN THE WORK SHALL MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND NO MATERIALS OR EQUIPMENT SHALL BE ORDERED UNTIL REVIEWED BY ENGINEER. AG. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PER THE DOCUMENTS PROVIDED BY THE TENANT /CONTRACTOR. AH. MANUFACTURER'S CATALOG CUTS MAY BE SUBMITTED FOR STANDARD CATALOG LIGHTING FIXTURES AND OTHER EQUIPMENT. CATALOG CUTS MAY BE MARKED UP TO MEET THE PROJECT SPECIFICATIONS. CUTS SHALL BE MARKED TO INDICATE MODEL NUMBER, SIZE, TYPE, COLOR, RATING, ETC., OF THE ITEM TO BE FURNISHED. Al PROVIDE INSTRUCTION TO TENANT'S OPERATING PERSONNEL AS NECESSARY, SHOWING LOCATIONS AND PROPER OPERATION OF MAJOR ITEMS OF EQUIPMENT AND SYSTEM COMPONENTS AND REFERRING TO THE OPERATING INSTRUCTION MANUAL DESCRIBED BELOW AS A GUIDE. AJ, GENERAL CONTRACTOR SHALL GUARANTEE THIS WORKMANSHIP AND MATERIALS, EXCEPT FOR TENANT - SUPPLIED MATERIALS, FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY TENANT'S CONSTRUCTION MANAGER /ENGINEERING MANAGER AND LEAVE THIS WORK IN PERFECT ORDER AT COMPLETION. AK. SHOULD DEFECTS DEVELOP WITHIN GUARANTEE PERIOD, GENERAL CONTRACTOR SHALL, UPON NOTICE OF SAME, REMEDY SUCH DEFECTS AND HAVE DAMAGES TO OTHER WORK OR FURNISHINGS CAUSED BY DEFECTS OR WORK OR CORRECTIONS TO SAME REPAIRED AND /OR REPLACED AT THIS EXPENSE TO CONDITION BEFORE SUCH DEFECTS OR DAMAGE. AL. COMPILE TWO (2) WRITTEN MANUALS OF OPERATING INSTRUCTIONS INCLUDING COPIES OF SHOP DRAWINGS AND A LISTING OF EQUIPMENT SUPPLIERS. ASSEMBLE IN 8 -1/2" X 11" HARD BACKED INDEXED BINDER. MATERIAL SHALL BE AS FOLLOWS: 1. TITLE PAGE: TITLE OF JOB, LANDLORD, WHITE HOUSE BLACK MARKET ADDRESS, DATE OF SUBMISSION, CONTRACTOR, AND ENGINEER. 2. INDEX 3. LIST OF MAJOR EQUIPMENT USED IN PROJECT ACCOMPANIED BY CONTRACTOR PURCHASE ORDER NUMBERS AND SUPPLIERS' NAMES AND ADDRESSES. 4. ONE COPY OF EACH SHOP DRAWING GROUPED BY TYPES OF EQUIPMENT, I.E., LIGHTING FIXTURES, PANELBOARDS, ETC. 5. SECTION FOR EACH SYSTEM, INCLUDING: a. BRIEF DESCRIPTION OF SYSTEM OPERATION WITH LOCATION OF MAJOR COMPONENTS. b. LIST OF ITEMS IN SYSTEM REQUIRING PERIODIC SERVICE. REQUIRES SEPARATE SECTION FOR EACH OF ELECTRICAL DISTRIBUTION SYSTEM FROM THE SERVICE ENTRANCE TO EACH LIGHTING AND POWER PANEL AND OTHER SYSTEMS (I.E. CONTROL SYSTEMS AND ANY OTHER GENERAL CONTRACTOR SYSTEM LISTED IN THESE SPECIFICATIONS.) AM. WHITE HOUSE BLACK MARKET SHALL PROVIDE A COMPLETE 12 -MONTH WARRANTY FOR ALL PARTS ON EQUIPMENT PROVIDED BY TENANT AND TENANT'S VENDORS. THIS CONTRACTOR SHALL NOT BEAR ADDITIONAL WARRANTIES BEYOND A COMPLETE WORKING SYSTEM, AND AS SUCH, NO ADDITIONAL MONIES SHOULD BE INCLUDED IN THE BID. AN. AT THE END OF THE PROJECT, THIS CONTRACTOR SHALL CLEAN ALL EQUIPMENT, INCLUDING LIGHT FIXTURES, TO THE SATISFACTION OF WHITE HOUSE BLACK MARKET. ALL DUST, DIRT, DEBRIS, PAINT AND FOREIGN MATTER SHALL BE REMOVED FROM ALL EQUIPMENT. 26 05 19 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS A. CONDUCTORS SHALL BE COPPER. UNLESS NOTED OTHERWISE ON THE DRAWINGS, THE MINIMUM COPPER WIRE SIZES FOR WET AND DRY AREAS AS DEFINED BY THE N.E.G. SHALL BE AS FOLLOWS: 20 AMP CKT BKR OR FUSE _ #12 AWG, THHN /THWN 30 AMP CKT BKR OR FUSE _ #10 AWG, THHN /THWN 40 AMP CKT BKR OR FUSE _ #8 AWG, THHN /THWN 50 AMP CKT SKR OR FUSE _ #8 AWG, THHN /THWN 100 AMP CKT BKR OR FUSE _ #3 AWG, THHN /THWN 125 AMP CKT BKR OR FUSE = #1 AWG, THHN /THWN 200 AMP CKT BKR OR FUSE = #3/0 AWG, THHN /THWN MINIMUM WIRE SIZES FOR 20A BRANCH CIRCUITS SHALL BE ADJUSTED FOR DISTANCE, MEASURED FROM THE PANELBOARD CIRCUIT BREAKER TO THE FURTHEST OUTLET, AS FOLLOWS: LESS THAN 100 FT - #12 BETWEEN 101 AND 150 FEET - #10 BETWEEN 151 AND 250 FEET - #8 OVER 251 FEET - #6 CONDUCTORS USED FOR EMERGENCY LIGHTING CIRCUITS SHALL BE #10 AWG, MINIMUM, AND SHALL BE RUN IN SEPARATE CONDUIT USED FOR NO OTHER PURPOSE. CONDUCTORS MAY BE STRANDED FOR SIZES #10 AWG AND LARGER. CONDUCTORS SIZE #12 AND SMALLER SHALL BE SOLID (NOT STRANDED). ON ALL 20 AMP BRANCH CIRCUITS, CONDUCTORS LARGER THAN #10 AWG SHALL BE REDUCED TO #10 AWG WITHIN 10 FEET OF PANELBOARD AND DEVICES IN JUNCTION BOXES ON RATED TERMINAL STRIPS. B. ALUMINUM CONDUCTORS ARE NOT PERMITTED. C. THE FOLLOWING COLOR CODE SHALL BE USED: PHASE A PHASE B PHASE C NEUTRAL GROUND ISOLATED GROUND 208/120 VOLT BLACK RED BLUE WHITE GREEN GREEN/ YELLOW STRIPE D. CIRCUIT BREAKER /FUSE AND WIRE SIZE COMBINATIONS NOT SHOWN ABOVE SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 26 05 26 GROUNDING AND BONDING A. FURNISH AND INSTALL A COMPLETE GROUNDING SYSTEM IN COMPLIANCE WITH ALL REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. B. A SEPARATE EQUIPMENT GROUNDING CONDUCTOR, MINIMUM SIZE PER NEC TABLE 250.122, SHALL BE INSTALLED IN CONDUIT ALONG WITH ALL FEEDERS, BRANCH CIRCUITS AND CONTROL CIRCUITS. CONDUCTOR INSULATION SHALL BE GREEN. C. CONDUIT SYSTEM SHALL BE ELECTRICALLY CONTINUOUS. ALL ENCLOSURES AND NON - CURRENT CARRYING METALS TO BE GROUNDED. ALL LOCK NUTS MUST CUT THROUGH ENAMELED OR PAINTED SURFACES ON ENCLOSURES. WHERE ENCLOSURES AND NON - CURRENT CARRYING METALS ARE ISOLATED FROM THE CONDUIT SYSTEM, USE BONDING JUMPERS WITH APPROVED CLAMPS. D. ALL RECEPTACLES SHALL BE BONDED TO A GROUND CONDUCTOR USING A #12 AWG MINIMUM BONDING JUMPER BETWEEN RECEPTACLE TERMINAL AND GROUND CONDUCTOR. METAL -TO- METAL CONTACT BETWEEN THE DEVICE YOKE AND THE OUTLET BOX IS NOT ACCEPTABLE FOR EITHER SURFACE MOUNTED BOXES OR FLUSH TYPE BOXES. E. THE GROUNDING ELECTRODE CONDUCTOR FOR SEPARATELY DERIVED SYSTEMS, SUCH AS DRY -TYPE TRANSFORMERS, SHALL BE RUN IN NON - METALLIC (PVC) CONDUIT TO MINIMIZE GROUND IMPEDANCE, F. LIGHTING FIXTURES SHALL BE GROUNDED BY THE USE OF A PIGTAIL FASTENED ON BARE METAL THAT IS FREE OF PAINT. G. BOND ALL STRUCTURAL STEEL TO EARTH, GROUND RODS OR PLATES, OR WATER SYSTEM. H. BOND ALL ROOF MOUNTED EQUIPMENT TO N.E.G. ACCEPTABLE GROUNDS ONLY. 26 05 29 DISTRIBUTION A. GENERAL CONTRACTOR SHALL FURNISH ALL LABOR, MISC. MATERIALS AND EQUIPMENT NECESSARY TO INSTALL ALL OF THE ELECTRICAL SERVICE FROM THE LANDLORD'S ELECTRICAL SERVICE ROOM INCLUDING (AS INDICATED ON SHEET E4.0) BUT NOT LIMITED TO THE SECONDARY CABLES, CONDUIT, PULL WIRE AND GROUND ROD AND SLEEVE AS. REQUIRED. COORDINATE REQUIREMENTS WITH LANDLORD PRIOR TO BID. THE GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION OF THE DISCONNECT SWITCHES AND PANELBOARD WITH THIS WORK. B. ALL CONDUCTORS SHALL BE COPPER. ALUMINUM CONDUCTORS ARE NOT PERMITTED. C. COORDINATE WORK PROVIDED BY LANDLORD PRIOR TO BID AND INCLUDE THE COST OF ANY SUCH WORK AS DIRECTED BY LANDLORD. WIRING OF METERING EQUIPMENT SHALL BE BY GENERAL CONTRACTOR AS DIRECTED BY THE ELECTRIC COMPANY. D. METERING EQUIPMENT SHALL BE FURNISHED BY GENERAL CONTRACTOR AND INSTALLED TO THE MALLS REQUIREMENTS. E. DISCONNECT SWITCHES SHALL SE HEAVY -DUTY TYPE, UL LISTED. F. DISCONNECT SWITCHES SHALL BE BY SQUARE D, SIEMENS, CUTLER HAMMER, OR GENERAL ELECTRIC. G. ALL SWITCHES SHALL HAVE SWITCH BLADES WHICH ARE FULLY VISIBLE IN THE "OFF" POSITION WHEN THE SWITCH DOOR IS OPEN. SWITCHES SHALL HAVE REMOVABLE ARC SUPPRESSORS WHERE NECESSARY TO PERMIT EASY ACCESS TO LINE SIDE LUGS. LUGS SHALL BE FRONT REMOVABLE AND UL LISTED FOR 75' DEGREES C., ALUMINUM OR COPPER HIRES. H. SWITCHES SHALL BE QUICK -MAKE, QUICK - BREAK. THE OPERATING HANDLE SHALL BE AN INTEGRAL PART OF THE BOX, NOT THE COVER. PROVISIONS FOR PADLOCKING THE SWITCH IN THE "OFF" POSITION WITH AT LEAST THREE LOCKS SHALL BE PROVIDED. SWITCHES SHALL HAVE A DUAL COVER INTERLOCK TO PREVENT UNAUTHORIZED OPENING OF THE SWITCH DOOR WHEN THE HANDLE IS IN THE "ON" POSITION, AND TO PREVENT CLOSING OF THE SWITCH MECHANISM WITH THE DOOR OPEN. THE HANDLING POSITION SHALL INDICATE WHETHER THE SWITCH IS "ON" OR "OFF ". I. SWITCHES SHALL BE FURNISHED IN NEMA I GENERAL PURPOSE ENCLOSURE EXCEPT ALL SWITCHES LOCATED OUTDOORS SHALL BE NEMA 3R WEATHERPROOF (HP). NEMA 3R ENCLOSURE SHALL BE MANUFACTURED FROM GALVANIZED STEEL. ENCLOSURES SHALL HAVE A GRAY BAKED ENAMEL FINISH ELECTRODEPOSITED, ON CLEANED, PHOSPHATIZED STEEL. J. SWITCHES SHALL BE RATED FOR AC. FUSIBLE SWITCHES MUST ACCEPT CLASS R FUSES AND HAVE PROVISIONS TO REJECT ALL FUSES EXCEPT CLASS R. THE UL LISTED SHORT CIRCUIT RATING OF THE SWITCHES SHALL BE 200,000 RMS SYMMETRICAL AMPERES WHEN CLASS R FUSES ARE USED. K. NAMEPLATES SHALL INDICATE FUNCTION OF EACH DEVICE. NAMEPLATES SHALL BE LAMINATED PHENOLIC WITH A WHITE SURFACE AND BLACK CORE. USE 1/16" THICK MATERIAL FOR NAMEPLATES UP TO 2 "x4" AND USE 1/5" THICK MATERIAL FOR LARGER SIZES. ALL NAMEPLATES SHALL BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. GENERAL CONTRACTOR TO COORDINATE WITH THE LOCAL BUILDING AUTHORITY OR BUILDING INSPECTOR ON WHICH ITEMS SHOULD HAVE A NAMEPLATE. L. ALL "FUSES SHALL BE BUSSMANN, SIZES AS NOTED ON DRAWINGS. M. ALL FUSES SHALL BE UL LISTED, CURRENT- LIMITING TYPE, MINIMUM 200,000 AMPS INTERRUPTING CAPACITY. N. FUSES 1 AMP AND ABOVE SHALL BE BUSSMANN "LOW PEAK" RK -1. 250 VOLT FUSES SHALL BE USED ON 206/120 VOLT SYSTEMS. 0. CONTROL FUSES FOR MOTOR STARTERS, CONTACTORS, AND CONTROL PANEL TRANSFORMERS SHALL BE BUSSMANN FNQ -R SIZED AT 500% RATED CURRENT. P. FURNISH SPARE FUSES TO THE TENANT IN THE FOLLOWING QUANTITIES: 10% OF TOTAL PROJECT QUANTITY (BUT NOT LESS THAN THREE (3) FOR EACH TYPE AND RATING OF FUSES). Q. TYPED LIST OF ALL SPARES SHALL ALSO BE INCLUDED. R. FURNISH AND INSTALL CIRCUIT BREAKER TYPE POWER, HEATING AND LIGHTING PANELBOARDS AS SHOWN ON THE DRAWINGS S. ALL PANELBOARDS SHALL BE LISTED UNDER UL 67 AND SHALL HAVE APPROPRIATE LABELING. ALL BUSSING SHALL BE SOLID COPPER. T. PANELBOARDS FOR USE ON 208Y/120V VOLT SYSTEM SHALL HAVE A MINIMUM INTEGRATED EQUIPMENT SHORT CIRCUIT CURRENT RATING OF 10,000 AMPS RMS SYMMETRICAL. EXACT RATING SHALL BE DETERMINED BY AVAILABLE FAULT CURRENT FROM UTILITY. GENERAL CONTRACTOR SHALL FURNISH PANELS BASED ON UTILITY COMPANY INFORMATION. ALL LUG CONNECTIONS SHALL BE 75.0 RATED. U. PANELBOARD FRONT ASSEMBLY SHALL INCLUDE A HINGED DOOR WITH A FLUSH MOUNTED CYLINDER LOCK TYPE SPRING LOADED LATCH. ALL LOCKS SHALL BE KEYED ALIKE. DOOR SHALL INCLUDE A TYPED CIRCUIT DIRECTORY CARD MOUNTED IN A FRAME WITH A CLEAR PLASTIC PROTECTIVE COVER. V. EACH PANELBOARD SHALL HAVE A FULL CAPACITY SOLID COPPER NEUTRAL SUBASSEMBLY. W. EACH PANELBOARD SHALL INCLUDE A SOLID COPPER GROUND BUS SUBASSEMBLY, SIMILAR IN CONSTRUCTION TO THE NEUTRAL SUBASSEMBLY, FACTORY MOUNTED AND BONDED TO THE BOX. X. EACH PANELBOARD SHALL INCLUDE (WHERE SPECIFIED) A SOLID COPPER ISOLATED GROUND BUS SUBASSEMBLY, SIMILAR IN CONSTRUCTION TO THE NEUTRAL SUBASSEMBLY, FACTORY MOUNTED AND BONDED TO THE BOX. INTERIOR LABELING SHALL INCLUDE A CONNECTION DIAGRAM AND LABELS INDICATING PROPER TORQUE AND WIRE TYPES FOR MAIN INPUT CONNECTIONS AND BOTH LINE AND LOAD SIDE CIRCUIT BREAKER CONNECTIONS. Z. CIRCUIT BREAKERS SHALL BE QUICK MAKE, QUICK BREAK, THERMAL MAGNETIC TRIP (ENCLOSURE COMPENSATED), MOLDED CASE TYPE, UL LISTED. 15 AND 20 AMP SINGLE POLE BREAKERS SHALL CARRY THE UL "SW D" MARKING. LINE SIDE TERMINALS SHALL BE BOLTED TO MAIN BUSBARS. BREAKER RATINGS SHALL BE PER DRAWINGS. AA. TERMINALS FOR CONNECTION OF THE FEEDER TO THE PANELBOARD MAINS TO MAIN BREAKER SHALL BE UL RECOGNIZED AS SUITABLE FOR THE TYPE OF CONDUCTORS SPECIFIED. AB. NAMEPLATES AS SCHEDULED ON DRAWINGS SHALL INDICATE FUNCTION OF EACH DEVICE. NAMEPLATES SHALL BE LAMINATED PHENOLIC WITH A WHITE SURFACE AND BLACK CORE. USE 1/16" THICK MATERIAL FOR PLATES UP TO 2" X 4 ". FOR LARGER SIZES, USE 1/8" THICK MATERIAL, AC. MANUFACTURER: GENERAL ELECTRIC TYPE AQ FOR 208Y/120V APPLICATIONS. EQUAL EQUIPMENT BY SQUARE D, SIEMENS, OR CUTLER HAMMER WILL BE ACCEPTED. AD. EACH PANELBOARD SHALL BE INSTALLED WITH TOP CIRCUIT BREAKER AT 6' -0" ABOVE FLOOR, FLUSH OR SURFACE MOUNTED. 26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS A. FURNISH AND INSTALL OUTLET BOXES FOR ALL DEVICES AS REQUIRED, (RECEPTACLES, LIGHTING FIXTURES, MOTORS, SYSTEMS EQUIPMENT CONNECTIONS, SPECIAL OUTLETS AND AS OTHERWISE REQUIRED). B. 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. CONCEALED BOXES SHALL NOT BE LESS THAN 4" SQUARE AND I -I/2" DEEP, WITH PLASTER RINGS. C. ALL KNOCKOUT BOXES, UPON WHICH LIGHTING FIXTURES ARE TO BE INSTALLED, SHALL BE EQUIPPED WITH 3/8" FIXTURE STUDS. D. RECESSED OUTLET BOXES SHALL BE STAMPED STEEL SUITABLE FOR THE DEVICE INSTALLED. SURFACE MOUNTED OUTLET BOXES SHALL BE CAST IRON SUITABLE FOR THE DEVICE INSTALLED. E. EXTERIOR BOXES SHALL BE CAST RUST- RESISTING METAL WITH GASKETED COVERS. F. 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 OUTLET BOXES TO BE PROVIDED WITH CADDY "QUICK -MOUNT BOX SUPPORT" TO MINIMIZE THE DEFLECTION THAT OCCURS WHEN PLUGGING /UNPLUGGING INTO THESE DEVICES, G. ALL ELECTRICAL CONDUCTORS SHALL BE ENCLOSED IN CONTINUOUS GROUNDED RACEWAY SYSTEM EXCEPT AS OTHERWISE NOTED (I.E. LOW - VOLTAGE PLENUM -RATED WIRE). H. NO OTHER CIRCUITS ARE TO BE RUN IN SAME CONDUIT FEEDING ISOLATED GROUND RECEPTACLES. I. RACEWAY AND ENCLOSURE SIZES SHALL BE AS SHOWN ON DRAWINGS OR, IF NOT SHOWN, SHALL BE SIZED TO COMPLY WITH N.E.C. FILL REQUIREMENTS FOR CONDUCTORS ENCLOSED. PULL OR JUNCTION BOXES SHALL BE PROVIDED IN ALL RACEWAY SYSTEMS AT MAXIMUM OF 100 FOOT INTERVALS AND H REQUIRED W ERE TO A OID EXCESSIVE C V X E VE N UMBER OF BENDS TO FACILITATE WIRE PULLING OR TO PROVIDE ACCESS TO RACEWAY SYSTEM. BOXES AND COVERS SHALL BE GALVANIZED STEEL OF CODE GAUGE SIZE. TO THE EXTENT POSSIBLE, AVOID THE USE OF JUNCTION BOXES IN INACCESSIBLE LOCATIONS. THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILINGS SHALL BE LIMITED TO LOCATIONS NEAR ACCESS FRAMES USED FOR DIFFUSERS AND RETURN AIR GRILLES OR ACCESS PANELS AS LOCATED ON PLANS. JUNCTION AND PULL BOXES MUST BE LABELED WITH CIRCUIT NUMBER IDENTIFICATION AND SYSTEM TYPE ON COVER. K. RACEWAYS AND ENCLOSURES SHALL BE ADEQUATELY SUPPORTED FROM BUILDING STRUCTURE WITH APPROVED SUPPORT RODS AND /OR CLAMPS. L. ALL CONDUIT SHALL BE RIGID HEAVYWALL GALVANIZED STEEL OR THIN WALL EMT WHERE PERMITTED BY CODE OR AS HEREINAFTER SPECIFIED. PVG SCHEDULE 80 CONDUIT MAY BE USED UNDER FLOOR SLAB. ROMEX, BX, MG OR AC, ETC., ARE NOT PERMITTED. M. MINIMUM SIZE OF CONDUIT SHALL BE I/2" FOR INDIVIDUAL LIGHTING FIXTURE CONNECTIONS OR TO INDIVIDUAL LIGHT SWITCHES (IF ACCEPTABLE BY THE LANDLORD AND LOCAL CODE OFFICIALS) AND 3/4" FOR ALL OTHER LOCATIONS. IF HVAC CONTROL WIRING IS REQUIRED TO BE RUN IN CONDUIT, IT SHALL BE A MINIMUM OF 1/2 ", UNLESS NOTED OTHERWISE ON DRAWINGS. ALL IN /UNDER FLOOR CONDUIT SHALL BE OF MINIMUM 1" SIZE. N. EMT THIN WALL CONDUIT MAY BE USED INSIDE HOLLOW PARTITIONS, AND ABOVE SUSPENDED CEILINGS AND EXPOSED ABOVE 8' -0" ABOVE FINISHED FLOOR OR ABOVE PANELBOARDS. EMT CONDUIT MAY NOT BE USED BURIED IN EARTH OR FILL, IN OR UNDER CONCRETE FLOOR OR IN POURED CONCRETE CONSTRUCTION. 0. PVC CONDUIT USED UNDER FLOOR SLABS SHALL HAVE RIGID GALVANIZED STEEL ELLS AND METALLIC CONDUIT ABOVE FLOOR SLAB. P. FLEXIBLE METAL CONDUIT (FMC) SHALL BE USED ONLY FOR CONNECTIONS INSIDE CASEWORK AND AS THE FINAL CONNECTION TO RECESSED FIXTURES, MOTORS, AND ELECTRICAL EQUIPMENT THAT MAY GENERATE VIBRATION THROUGH THE CONDUIT SYSTEM. FMC SHALL BE UL APPROVED, AND BOTH THE CONDUIT AND FITTINGS SHALL BE LISTED FOR GROUNDING. FMC SHALL BE KEPT TO FOUR FEET (4' -0 ") MAXIMUM LENGTH AND SHALL BE MINIMUM ONE -HALF INCH (1/2 ") ELECTRICAL TRADE SIZE. WHEN CONNECTED TO HARD CONDUIT, THE FMC MUST BE THE SAME SIZE AS THE HARD CONDUIT IT IS CONNECTED TO. AN EQUIPMENT GROUNDING CONDUCTOR MUST BE INSTALLED IN ALL RUNS OF FMC. Q. LIQUID -TIGHT FLEXIBLE CONDUIT (LFMC) AND LIQUID -TIGHT FITTINGS SHALL BE USED IN AREAS EXPOSED TO THE HEATHER OR EXCESSIVE MOISTURE AS THE FINAL CONNECTION TO MOTORS, AND ELECTRICAL EQUIPMENT THAT MAY GENERATE VIBRATION THROUGH THE CONDUIT SYSTEM. LFMC SHALL BE UL APPROVED, AND BOTH THE CONDUIT AND FITTINGS SHALL BE LISTED FOR GROUNDING. LFMC SHALL BE KEPT TO FOUR FEET (4' -0 ") MAXIMUM LENGTH AND SHALL BE MINIMUM ONE -HALF INCH (1/2 ") ELECTRICAL TRADE SIZE. WHEN CONNECTED TO HARD CONDUIT, THE LFMC MUST BE THE SAME SIZE AS THE HARD CONDUIT IT IS CONNECTED TO. AN EQUIPMENT GROUNDING CONDUCTOR MUST BE INSTALLED IN ALL RUNS OF LFMC. R. CONDUIT SHALL GENERALLY BE CONCEALED WHERE POSSIBLE. NO CONDUIT SHALL BE RUN IN SLAB, EXCEPT AS REQUIRED FOR FLOOR - MOUNTED DEVICES. PROVIDE PROPERLY LABELED PULL STRING IN ALL EMPTY CONDUITS. S. EXPOSED CONDUIT WILL BE PERMITTED IN ELECTRIC ROOMS, AND SIMILAR UNFINISHED SPACES, OVERHEAD IN AREAS WITHOUT CEILINGS AND ELSEWHERE AT THE DISCRETION OF THE ARCHITECT. T. ALL CONDUIT FITTINGS SHALL BE GALVANIZED MALLEABLE IRON OR STEEL. CONNECTORS AND COUPLINGS SHALL BE THREADED OR CUPPED SET SCREW TYPE, CONCRETE TIGHT. CONDUIT BODIES SHALL BE MALLEABLE IRON, THREADED FOR HEAVYWALL CONDUIT AND CUPPED SET SCREW TYPE FOR EMT, WITH CADMIUM FINISH AND CADMIUM PLATED SHEET STEEL COVERS. SYNTHETIC RUBBER GASKETS SHALL BE USED UNDER BODY COVERS EXPOSED TO WEATHER. EMT CONNECTORS SHALL BE INSULATED THROAT TYPE. U. INSTALL EXPANSION FITTINGS AT ALL LOCATIONS WHERE CONDUITS CROSS BUILDING EXPANSION JOINTS OR TRAVERSE FROM ONE INDEPENDENT STRUCTURE TO ANOTHER. INSTALL WHEREVER CONDUITS TRAVERSE STRUCTURES HAVING SEPARATE FOUNDATIONS OR WHERE EXISTING BUILDINGS ARE JOINED TO A NEW STRUCTURE. V. DURING ROUGHING -IN, CAP ALL CONDUITS WHICH MAY BECOME FOULED WITH FOREIGN MATERIAL. W. NO MORE THAN THREE (3) 90- DEGREE BENDS WILL BE ALLOWED IN ANY ONE CONDUIT RUN. WHERE MORE BENDS ARE NECESSARY IN ANY SINGLE RUN, A PULL BOX SHALL BE INSTALLED. ALL CONDUIT EXCEPT IN CONCRETE SLAB OR EARTH SHALL BE ROUTED PARALLEL OR PERPENDICULAR TO THE LINES OF THE BUILDING, AND NO OUT -OF -PLUMB OR DIAGONAL LINES HILL BE ACCEPTED. 26 09 23 LIGHTING CONTROLS A. WHERE LIGHTING CONTACTORS ARE INDICATED ON THE DRAWINGS, THEY WILL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR COMPLETE WITH CONDUIT. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE TO INSTALL THE CONTACTORS AND PULL ALL WIRES AS DETAILED ON THESE DRAWINGS AND CIRCUITED EXACTLY AS DIAGRAMMED ON THE ELECTRICAL DETAIL DRAWINGS. NO VARIATIONS TO THE CIRCUITING ARE ALLOWED. 26 27 26 WIRING DEVICES A. INSTALL ALL WIRING DEVICES, INCLUDING SWITCHES, RECEPTACLES AND POWER RECEPTACLES, TELEPHONE OUTLET BOXES, COVER PLATES AND BLANK OUTLET PLATES AS SHOWN OR DESCRIBED ON DRAWINGS. B. UNLESS OTHERWISE NOTED ON DRAWINGS OR OTHERWISE REQUIRED BY THE NATIONAL ELECTRICAL CODE, HANDICAP CODES OR LOCAL CODES, OUTLET HEIGHTS SHALL BE AS FOLLOWS: I. SWITCH HEIGHT 48" FROM FINISHED FLOOR TO CENTERLINE OF OUTLET. 2. CONVENIENCE OUTLETS: a. SALES: 16" FROM FINISHED FLOOR TO BOTTOM OF OUTLET. b. NON - SALES: 16" FROM FINISHED FLOOR TO BOTTOM OF OUTLET 3. TELEPHONE OUTLETS SHALL BE LOCATED AS NOTED ON DRAWINGS. C. DUPLEX RECEPTACLES SHALL BE A MINIMUM OF 20 AMPERE RATING. D: COLOR OF DEVICES AND PLATES SHALL BE WHITE, UNLESS NOTED OTHERWISE. THE DEVICES SHALL BE OF THE TYPES AND RATINGS LISTED, OR EQUALS BY ARROW -HART, GENERAL ELECTRIC OR PASS AND SEYMOUR. WEATHERPROOF GFCI RECEPTACLES SHALL SE INSTALLED WHERE SHOWN ON DRAWINGS OR AS REQUIRED BY CODE. DEVICES SHALL BE OF THE FOLLOWING SPECIFICATIONS, UNLESS OTHERWISE INDICATED SPECIFICALLY ON PLANS. SINGLE POLE SWITCHES: 20AMP - 120 -277V: HUBBELL "HBLI221" THREE WAY SWITCHES: 20AMP - 120 -277V: HUBBELL "HBL1223" DUPLEX RECEPTACLES: 20AMP - 125V: HUBBELL "HBL5362" DUPLEX RECEPTACLES - BLACK: 20AMP - 125V: HUBBELL "1-1BL5362BLK" ISOLATED GROUND RECEPTACLES: 20AMP - 125V: HUBBELL "IG5362" GFCI RECEPTACLES: 20AMP - 125V: HUBBELL "GF5362A" FLOOR BOXES: HUBBELL "B- 2527/261 WITH S -36125 BRASS COVER" E. ALL DEVICE COVER PLATES SHALL BE PASS AND SEYMOUR SERIES "RP" OR EQUAL BY EAGLE ELECTRIC MFG. CO. OTHER EQUIVALENT DEVICES WITH MATCHING COVER PLATES MAY BE FURNISHED AS APPROVED BY WHITE HOUSE BLACK MARKET. F. WIRING DEVICES, UNLESS OTHERWISE PROPERLY AUTHORIZED, SHALL BE SAME MANUFACTURERS ONLY; NO ADDITIONAL MANUFACTURERS SHALL BE PERMITTED UNLESS SPECIFICALLY AUTHORIZED BY TENANT OR TENANT'S REPRESENTATIVE. G. LOW VOLTAGE CONTROL DEVICES SHALL BE AS NOTED ON DRAWINGS OR AS REQUIRED. 26 29 13 MOTOR CONTROLLERS A. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL MOTOR CONTROLS, INCLUDING STARTERS, SAFETY DEVICES AND REMOTE CONTROL STATIONS, UNLESS FURNISHED BY EQUIPMENT MANUFACTURER IN PRE - WIRED ASSEMBLIES. B. FURNISH AND INSTALL MANUAL MOTOR STARTERS WITH OVERLOAD RELAYS IN EACH LINE CONDUCTOR FOR ALL FRACTIONAL HORSEPOWER MOTORS NOT EQUIPPED WITH BUILT -IN RUNNING OVERCURRENT PROTECTION, NOT REQUIRING AUTOMATIC CONTROLLERS. C. MANUAL MOTOR STARTERS SHALL INCLUDE OVERLOAD RELAYS IN ALL LINE POLES SIZED TO TRIP SWITCH AT 125% OF MOTOR FULL LOAD RUNNING CURRENT, NEON PILOT LIGHTS, AND NEMA ENCLOSURES, AS MANUFACTURED BY GENERAL ELECTRIC, ALLEN BRADLEY, CUTLER HAMMER, SIEMENS, OR SQUARE -D. D. FURNISH AND INSTALL AUTOMATIC MOTOR STARTERS FOR ONE (I) HP OR LARGER SINGLE PHASE AND THREE PHASE MOTORS OR MOTORIZED EQUIPMENT FURNISHED WITHOUT STARTERS, REQUIRING AUTOMATIC STARTERS FOR CONTROL REGARDLESS OF HORSEPOWER RATING. ALL THREE PHASE STARTERS SHALL HAVE ANTI - SINGLE PHASING, UNDERVOLTAGE PROTECTION, AND PHASE REVERSAL PROTECTION RELAYS EITHER INCLUDED IN STARTERS OR HIRED TO STARTER CONTROL CIRCUIT. E. PROTECTIVE RELAYS SHALL HAVE ADJUSTABLE TIME DELAY RELAY IN CIRCUIT TO AVOID NUISANCE SHUT DOWNS. TIME MARK OR SIMILAR EQUIPMENT IS ACCEPTABLE, IF PROTECTION IS NOT PART OF STARTER. DO NOT RELY ON PROPERLY SIZED FUSES AND MOTOR STARTER OVERLOAD HEATERS ALONE TO AVOID SINGLE PHASING BURNOUTS. F. FURNISH AND INSTALL CONTACTORS, CONTROL RELAYS, PUSHBUTTON STATIONS, SELECTOR SWITCHES, PILOT LIGHTS, FUSES AND SIMILAR CONTROL AUXILIARIES AS SHOWN ON DRAWINGS AND /OR REQUIRED TO PROVIDE PROPER CONTROL AND ISOLATION BETWEEN VARIOUS AUTOMATIC CONTROLLERS AND EQUIPMENT SHOWN ON THE DRAWINGS. G. ALL CIRCUIT BREAKERS FEEDING MOTOR LOADS SHALL BE HACR TYPE. H. EQUIPMENT SHALL SE SAME MAKE AS MOTOR STARTERS. PUSHBUTTON STATIONS, SELECTOR SWITCHES, PILOT LIGHTS: HEAVY DUTY, OIL TIGHT, STANDARD SIZE, WITH TRANSFORMER TYPE PILOT LIGHTS, FLUSH MOUNTED WHERE PRACTICAL. (ELECTRICAL SPECIFICATIONS CONTINUED ON SHEET E5.1) CITY OF TUKountA, bNf�V i 9,'2012 a-- PERMITR limo,. I �r�Eo OWNER: chico's 11215 METRO PARKWAY FT. MYERS, FL. 33966 ARCHITECT / ENGINEER: SHREMSHOCK info@shremshock.com o 0 m • Nr C 0 W a) C UJ pC 0 o O la I`) .0 c Lo Ea;3 i O 'a' C E 8 8 N E m Jr vi 3 f: 614 545 4555 THE ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE SHOWN ON THE SEAL. THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. Jctna INTIMATES STORE NO: 5381 PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 DESIGN TYPE: LINEN & LACE REVISIONS: REQUIRED BY: DATE • INDICATES NO REVISION TO THIS SHEET DRAWN BY: KMD CHECKED BY: RAP DRAWING TITLE: ELECTRICAL SPECIFICATIONS DATE ISSUED: 11/07/2012 PROJECT NO: 120421 DRAWING NO: E5.0 26 51 00 INTERIOR LIGHTING A. INSTALL LIGHTING FIXTURES AS SHOWN ON THE DRAWINGS. B. ALL FIXTURES TO BE LISTED AND LABELED BY UNDERWRITERS LABORATORIES AND ALL. BALLASTS TO BE CERTIFIED BY CBM AND ETL. C. LAMPS SHALL BE MANUFACTURED BY PHILIPS, OSRAM /SYLVANIA OR GENERAL ELECTRIC. ALL LAMP TYPES SHALL BE BY THE SAME MANUFACTURER. D. FIXTURES ARE TO BE PROVIDED COMPLETE WITH BALLASTS, SOCKET, LAMPS, END AND TRIP PLATES AND ALL MOUNTING ACCESSORIES REQUIRED FOR A COMPLETE FIXTURE INSTALLATION. E. INCANDESCENT AND HIGH INTENSITY DISCHARGE RECESSED LIGHTING FIXTURES TO BE FURNISHED WITH THERMAL CUT OUTS AS REQUIRED BY THE NEC. F. USE RAPID -START HIGH - POWER - FACTOR ELECTRONIC BALLASTS AND T8 LAMPS, UNLESS NOTED OTHERWISE. FURNISI -1 SPECIAL LOW TEMPERATURE BALLASTS FOR EXTERIOR MOUNTED FIXTURES. G. WHEREVER REQUIRED, HID BALLASTS TO BE REACTOR OR CNA HPF TYPE AND NIGH PRESSURE SODIUM BALLASTS TO BE REACTOR HPF TYPE. H. UNLESS OTHERWISE NOTED, ALL LENSES ON FLUORESCENT FIXTURES ARE TO BE ACRYLIC AND A MINIMUM OF 0.125 IN. THICK. ALL RECESSED HID FIXTURES SHALL CARRY A ULR LISTING. THEY SHALL HAVE A THERMAL CUT OUT ON BOTH THE BALLAST AND THE FIXTURE ITSELF. J. USE STEEL WIRE HANGERS FASTENED TO THE BUILDING STRUCTURE TO SUPPORT RECESSED FIXTURES AT EACH CORNER. (FOUR CORNER SUSPENDED). FIXTURES TO FIT TIGHT AGAINST CONSTRUCTION TO ELIMINATE LIGHT LEAKS. K. WALL - MOUNTED FIXTURES SHALL BE MOUNTED PLUMB WITH BUILDING LINES AND INSTALLED WITH PROPER BOX AND COVER HARDWARE. L. SURFACE - MOUNTED FIXTURES SHALL COVER MOUNTING HARDWARE. USE A CANOPY THAT IS NO LONGER THAN THE LENGTH AND WIDTH OF THE FIXTURE AND AT A HEIGHT THAT IS NO HIGHER THAN REQUIRED TO MOUNT FIXTURE ABSOLUTELY VERTICAL. CANOPY FINISH SHALL MATCH FIXTURE FINI5H. M. STEM - MOUNTED FIXTURES SHALL BE MOUNTED 50 AS TO BE ABSOLUTELY VERTICAL AND HORIZONTAL. INSTALL AND SUPPORT AS SHOWN ON DRAWINGS. 27 0000 GENERAL REQUIREMENTS A. PROVIDE ALL MATERIALS, LABOR, TOOLS, TRANSPORTATION INCIDENTALS AND APPURTENANCES TO COMPLETE IN EVERY DETAIL AND LEAVE IN WORKING ORDER ALL WORK CALLED FOR HEREIN. B. ALL NEW MATERIAL AND EQUIPMENT SHALL MEET THE REQUIREMENTS OF TIE FOLLOWING STANDARDS: 1. TELECOMMUNICATIONS INDUSTRY ASSOC. /ELECTRONIC INDUSTRIES ASSOC. (TIA /EIA): a. TIIA /EIA 568A.1, 2, AND 3 TELECOMMUNICATION CABLING STANDARD. b. TIA /EIA 569 TELECOMMUNICATION PATHWAYS AND SPACES. C. TIA /EIA 606 ADMINISTRATION OF INFRASTRUCTURE d. TIA /EIA 607 GROUNDING AND BONDING e. COMPLY WITH TIA /EIA 568, 569, AND BIC STANDARDS. f. COMPLY WITH NFPA 70. G. FURNISH NEW AND UN- DETERIORATED MATERIALS OF A QUALITY NOT LESS THAN WHAT 15 SPECIFIED. ALL NEW MATERIAL SHALL HAVE MANUFACTURER'S NAME, MODEL NUMBER, OR OTHER IDENTIFICATION MARKING. D. THE CONTRACTOR SHALL BEAR ALL COSTS OF PERMITS, INSPECTIONS TESTS, AND /OR APPROVALS: E. THE CONTRACTOR SHALL PROVIDE ON -SITE PERSONNEL TO TROUBLESHOOT AND, REPAIR ANY PROBLEMS THAT ARISE DURING CUTOVER AS THEY RELATE TO THEIR INSTALLED SYSTEM. F. AFTER COMPLETION, A WARRANTY SHALL BE FURNISHED FOR ALL COMPONENTS, PARTS, AND ASSEMBLIES AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. WARRANTY SERVICES SHALL BE PROVIDED BY A CERTIFIED, FACTORY TRAINED REPRESENTATIVE OF THE EQUIPMENT MANUFACTURER FOR A MINIMUM OF ONE YEAR OR AS SPECIFIED IN EACH INDIVIDUAL SECTION. 27 05 10 TELEPHONE AND DATA CONDUIT SYSTEM A. FURNISH AND INSTALL A SYSTEM OF CONDUIT RACEWAYS, OUTLET BOXES, PULL WIRES, AND TERMINAL BOARDS AS SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED ON PLANS. TELEPHONE SWITCHING APPARATUS, CONDUCTORS, I NSTRUMENTS, MISCELLANEOUS EQUIPMENT AND - APPURTENANCES ARE NOT PART OF THI5 CONTRACT AND WILL BE PROVIDED AND INSTALLED BY OTHERS. B. CONDUITS FOR TELEPHONE WALL OUTLETS AND DATA WIRING SHALL BE A MINIMUM OF 1" UNLESS NOTED OTHERWISE. C. FURNISH AND INSTALL A 3/4" THICK, FIRE - TREATED, PLYWOOD TELECOM BACKBOARD AT LOCATION SHOWN ON THE DRAWINGS. PAINT WITH FIRE RETARDANT "P -1B" OR AS DIRECTED BY TENANT'S CONSTRUCTION MANAGER. TI-IE PLYWOOD BACKBOARD SHALL BE SECURELY ATTACHED TO TI-4E BUILDING WALLS TO SUPPORT RELAY PANELS, TERMINAL BLOCKS AND OTHER HARDWARE WEIGHING APPROXIMATELY 10 POUNDS PER SQUARE FOOT, D. ALL CONDUIT RUNS FOR DATA AND TELEPHONE SHALL BE CONTINUOUS WITH NO JUNCTION BOXES EXCEPT AS NOTED ON DRAWINGS. TI-115 INCLUDES BUT 15 NOT LIMITED TO RUNS BETWEEN TELEPHONE BOARD, MANAGER'S OFFICE, SOUND SYSTEM, CASHWRAPS AND TELEPHONE SETS, E. INSTALL PULL STRING IN EMPTY CONDUITS. ALL PULL STRINGS SHALL BE LABELED FOR PURPOSE DESIGNATED, F. FURNISH AND INSTALL GROUND ROD AND #6 GROUND WIRE FROM TELECOM BACKBOARD TO SERVICE ENTRANCE GROUND AND GROUND ROD PER TELEPHONE COMPANY'S REQUIREMENTS. G. OUTLET BOXES TO BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. 27 05 15 INTERIOR COMMUNICATIONS PATHWAYS A. INTERIOR COMMUNICATIONS PATHWAYS SHALL BE INSTALLED BY TI-4E GENERAL CONTRACTOR AND BY THE TELECOMMUNICATIONS CONTRACTOR AS SPECIFIED HEREIN. B. CONDUITS SHALL BE INSTALLED, AS DETAILED IN DRAWINGS. THESE CONDUITS SHALL BE INSTALLED BY THE GENERAL CONTRACTOR. 27 05 28 WALL -MOUNT RACK A. B. WALL RACK SHALL CONTAIN NETWORK SWITCH, PATCH PANELS) AND BE MOUNTED ON THE WALLBOARD LOCATED IN THE BACK STORAGE ROOM. PROVIDE LOW ELL MODEL X -2820. WALL RACK SHALL BE INSTALLED, AS DETAILED IN DRAWINGS. 27 11 00 HORIZONTAL CABLING AND CONNECTIVITY A. PROVIDE A 10/100/1000 MBPS FULL - DUPLEX TRANSMISSION ETHERNET NETWORK OVER 4 -PAIR, CATEGORY 5E UTP HORIZONTAL CABLING. THE SYSTEM SHALL BE A CERTIFIED SOLUTION BY THE CONNECTIVITY MANUFACTURER. THE HORIZONTAL INFRASTRUCTURE SHALL SUPPORT BOTH VOICE AND DATA APPLICATIONS. B. THIS SECTION INCLUDES WIRE, CABLE, CONNECTING DEVICES, INSTALLATION, AND TESTING FOR WIRING SYSTEMS TO BE USED AS SIGNAL PATHWAYS FOR VOICE, VIDEO, AND DATA TRANSMISSION. THE SYSTEM SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: 1. MOUNTING ELEMENTS . 2. UNSHIELDED TWISTED -PAIR CABLE. 3. COAXIAL CABLE. 4. PATCH, STATION, AND CROSS CONNECT CORDS 5. JACKS AND FACEPLATES 6. TERMINATION AND PATCH PANELS C. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: D. 1. COPPER CABLES (UTP AND COAXIAL): a. BERK -TEK, INC. b. BELDEN C. MOHANK d. GENERAL e. UNIPRISE 2. MODULAR JACKS AND FACEPLATES: a. LEVITON b. HUBBELL c. ORTRONI CS d. PANDUIT e. UNIPRISE HORIZONTAL CABLES FOR VOICE /DATA INFRASTRUCTURE: 1. LISTED AS COMPLYING WITH CATEGORY 5E OF TIA /EIA - 568 -A. 2. CONDUCTORS: SOLID COPPER. 3. UTP CABLE: COMPLY WITH TIA /EIA - 568 -A. FOUR THERMOPLASTIC - INSULATED, INDIVIDUALLY TWISTED PAIR OF CONDUCTORS; NO. 2 AWG, COLOR - CODED; ENCLOSE IN A JACKET, 4. CABLE RATING: PLENUM - LISTED FOR USE IN AIR - HANDLING SPACES, 5. NON - PLENUM IN ALL OTHER AREAS. COAXIAL 6. COLOR CODING: BLUE FOR DATA AND YELLOW FOR VOICE E. HORIZONTAL CABLES FOR VIDEO: 1. THE HORIZONTAL CABLES SHALL BE RATED RG -6 /U; CELLULAR POLYETHYLENE DIELECTRIC, BARE COPPER BRAID SHIELD WITH 95 PERCENT MINIMUM SHIELDING FACTOR, NO. 18 AWG SOLID COPPER CONDUCTOR; AND PVC JACKET. USE PLENUM RATED CABLE WHERE REQUIRED. F. WORKSTATION OUTLETS: SINGLE JACK CONNECTOR ASSEMBLIES MOUNTED IN FACEPLATE. I. FACEPLATE: HIGH IMPACT PLASTIC; COLOR TO BE WHITE. 2. MOUNTING: FLUSH, UNLESS OTHERWISE INDICATED. 3. LABELING: SHALL HAVE INTEGRAL LABEL WITH LABEL COVER. 4. JACK SPACES: AS INDICATED ON THE DRAWINGS WITH ANY NECESSARY BLANKS. BLANKS SHALL MATCH FACEPLATE COVER. G. WIRING METHOD: INSTALL HORIZONTAL CABLING IN RACEWAY WITHIN RACKS AND ENCLOSURES, AND EXCEPT IN ACCESSIBLE CEILING SPACES AND IN GYPSUM BOARD PARTITIONS WHERE CABLE WIRING METHOD MAY BE USED. CONCEAL RACEWAY AND CABLING EXCEPT IN UNFINISHED SPACES. IN ACCESSIBLE CEILINGS, USE APPROPRIATELY SIZED J -NOOKS TO SUPPORT THE CABLING EVERY FOUR FEET (MAXIMUM). H. INSTALL CABLE USING TECHNIQUES, PRACTICES, AND METHODS THAT ARE CONSISTENT WITH CATEGORY 5E RATING OF COMPONENTS AND THAT INSURE CATEGORY 5E PERFORMANCE OF COMPLETED AND LINKED SIGNAL PATHS, END TO END. DO NOT BEND CABLE IN HANDLING OR IN INSTALLING TO SMALLER RADII THAN MINIMUMS RECOMMENDED BY MANUFACTURER. J. HORIZONTAL CABLES: LABEL CABLES AT THE WORK AREA END AND AT THE CLOSET END WITH THE PATCH PANEL PORT NUMBER. LABEL EACH CABLE WITHIN 3 INCHES OF EACH .TERMINATION, WHERE IT IS ACCESSIBLE IN A CABINET OR JUNCTION OR OUTLET BOX, AND ELSEWHERE AS INDICATED. K. WORKSTATION: LABEL CABLES WITHIN OUTLET BOXES * NEATLY TYPED ON THE INTEGRAL LABEL IN THE FACEPLATE WITH THE PATCH PANEL PORT NUMBER. L. WARRANTY PERIOD FOR COMMUNICATIONS CONNECTIVITY (INCLUDING ALL COPPER): MANUFACTURER'S STANDARD, BUT NOT LESS THAN 25 YEARS FROM DATE OF CONTRACT COMPLETION. 27 22 00 DATA NETWORK EQUIPMENT A. THE LOCAL AREA NETWORK (LAN) SHALL BE CAPABLE OF 10/100/1000 MB /S FULL DUPLEX DATA TRANSMISSION VIA 4 -PAIR CAT 5E UTP CABLE TO EVERY DATA JACK OUTLET. ALL EQUIPMENT MUST BE THE LATEST MODEL AVAILABLE AT THE TIME OF DELIVERY AND INSTALLATION. B. ETHERNET SWITCHES AND NETWORK MANAGEMENT SOFTWARE: I. 3COM 2. CISCO 3. HP C. ETHERNET SWITCHES: I. PROVIDE RACK MOUNTED SWITCHES. 2. SNITCHES SHALL BE RATED 10/100/1000 BASE -T LINE SWITCHING SPEED. (RJ -45). 3. SWITCHES SHALL HAVE TWENTY -FOUR IOOBASE -T PORTS 4. SWITCH FEATURES SHALL INCLUDE, BUT NOT LIMITED TO: a. STORE- AND - FORWARD SWITCHING b. FULL /HALF DUPLEX AUTO - NEGOTIATION c. BACK PRESSURE FLOW CONTROL FOR HALF- DUPLEX d. BROADCAST STORM SUPPRESSION e. 802.ID SPANNING TREE PROTOCOL (STP) f. 802.IW RAPID SPANNING TREE PROTOCOL (RSTP) 9. 802.IQ VLAN SUPPORT h. 802.IP TRAFFIC PRIORITIZATION I. 1802.3X FULL- DUPLEX FLOW CONTROL j. j802.3AD LINK AGGREGATION. k. IGMP VI AND V2 SNOOPING. 5. ADVANCED QUALITY OF SERVICE: SHALL PRIORITIZE TRAFFIC TO ENSURE MAXIMUM NETWORK PERFORMANCE AND OPTIMIZE IP TELEPHONY, VIDEO, AND DATA. 6. EACH SWITCH SHALL SUPPORT THE FOLLOWING SNMP STANDARDS: a. ESNMP PROTOCOL (RFCI157) b. MIS -I1 (RFC 1213) c. BRIDGE MIS (RFC1493) d. RMON MIS II (RFC 2021) e. REMOTE MONITORING MIS (RC 1757) F. INTERFACE MIB (2233) STANDARDS: 7. EACH SWITCH SHALL SUPPORT THE FOLLOWING SECURITY a. RADIUS (RFC 2865, RFC 2869) b. SESSION ACCOUNTING (RFC 2866) c. IEEE 802.IX NETWORK LOGIN d. SSHV2. D. INSTALL ETHERNET SWITCH COMPLETE AND VALIDATE CONNECTIVITY THROUGHOUT. ESTABLISH ALL VLANS, IP ROUTING, AND IP SUBNETS PER OWNER'S DIRECTION. 28 22 00 INTRUSION DETECTION SYSTEM A. THIS SECTION INCLUDES AN INTRUSION DETECTION SYSTEM WITH A DIGITAL RECORDER FOR MONITORING AND RECORDING BUILDING ACTIVITY. B. CONTROL PANEL, MOTION SENSORS, GLASS BREAK SENSORS, KEYPADS, AND DOOR CONTACT SW ITCHES: I. GE 2. HONEYWELL 3. PHILLIPS /BOSCH C. KEYPAD STATIONS I. KEYPAD AND DISPLAY MODULE: ARRANGED FOR ENTERING AND EXECUTING COMMANDS FOR SYSTEM STATUS CHANGE AND FOR DISPLAYING SYSTEM STATUS AND COMMAND RELATED DATA. D. MOTION SENSORS I. CEILING OR WALL MOUNT PASSIVE INFRARED WITH A 120- DEGREE ANGLE. CONTROL UNITS I. COMPLY WITH UL 1023. 2. CABINET: LOCKABLE STEEL ENCLOSURE, ARRANGED 50 OPERATIONS REQUIRED FOR TESTING, NORMAL OPERATION, AND MAINTENANCE ARE PERFORMED FROM FRONT OF ENCLOSURE. IF MORE THAN A SINGLE CABINET IS REQUIRED TO FORM A COMPLETE CONTROL UNIT, PROVIDE EXACTLY MATCHING MODULAR ENCLOSURES. ACCOMMODATE ALL COMPONENTS AND ALLOW AMPLE GUTTER SPACE FOR INTERCONNECTING CABINETS AND FIELD WIRING. IDENTIFY EACH ENCLOSURE SY AN ENGRAVED, LAMINATED, PHENOLIC RESIN NAMEPLATE. LETTERING ON ENCLOSURE NAMEPLATE SHALL NOT BE LESS THAN I INCH (25 MM) HIGH. IDENTIFY INDIVIDUAL COMPONENTS AND MODULES WITHIN CABINETS WITH PERMANENT LABELS. 3. CONTROL MODULES: TYPES AND CAPACITIES AS REQUIRE TO PERFORM UNIT FUNCTIONS. VISIBLE AND AUDIBLE SIGNALS IN CENTRAL CONTROL UNIT INDICATE ALARM SUPERVISORY, AND TROUBLE CONDITIONS FOR EACH ZONE. EACH TYPE OF AUDIBLE ALARM HAS A DISTINCT SOUND. 4. ZONES: QUANTITY OF ALARM AND SUPERVISORY ZONES AS INDICATED WITH CAPACITY FOR EXPANDING NUMBER OF ZONES BY A MINIMUM OF 25 PERCENT. 5. POWER SUPPLY CIRCUITS: UNITS PROVIDE POWER FOR REMOTE POWER CONSUMING DETECTION DEVICES. CIRCUIT CAPACITY IS ADEQUATE FOR AT LEAST A 25 PERCENT INCREASE IN LOAD. 6. INDICATING LIGHTS: INDIVIDUAL LED DEVICES DESIGNATE EACH ZONE. AN LED TEST SWITCH FOR EACH CONTROL UNIT SECTION ILLUMINATES ALL LED DEVICES ON THAT SECTION OF THE UNIT. MANUAL TOGGLE TEST - SWITCHES OR PUSH TEST BUTTONS DO NOT REQUIRE A KEY TO OPERATE. ALARM AND SUPERVISORY SIGNALS LIGHT A RED LED FOR THE ASSOCIATED ZONE. TROUBLE SIGNALS LIGHT AN AMBER LED FOR THE ASSOCIATED ZONE. 7. RESETTING: CONTROLS PERMIT SILENCING AUDIBLE SIGNALS FOR INDIVIDUAL ZONES BUT PREVENT RESETTING OF ALARM, SUPERVISORY, OR TROUBLE SIGNALS WHILE THE CONDITION STILL EXISTS. 8. TRANSMISSION TO REMOTE ALARM RECEIVING STATION: AUTOMATICALLY ROUTE ALARM, SUPERVISORY, AND TROUBLE SIGNALS TO A REMOTE ALARM STATION BY MEANS OF A DIGITAL ALARM COMMUNICATOR TRANSMITTER AND TELEPHONE LINES. DIGITAL ALARM COMMUNICATOR TRANSMITTER 1. FUNCTIONAL PERFORMANCE: UNIT RECEIVES AN ALARM, SUPERVISORY, OR TROUBLE SIGNAL FROM THE CONTROL PANEL, AND AUTOMATICALLY CAPTURES ONE OR TWO TELEPHONE LINES AND DIALS A PRESET NUMBER FOR A REMOTE CENTRAL STATION. G. CONDUCTORS AND CABLES 1. STRANDED COPPER: SIZE CONDUCTORS AS RECOMMENDED BY SYSTEM MANUFACTURER, UNLESS OTHERWISE INDICATED. H. LISTING FOR SYSTEM 1. UL 1610 - CENTRAL STATION BURGLAR ALARM UNITS. INSTALL SYSTEM ACCORDING TO NFPA 70, APPLICABLE CODES MANUFACTURER'S WRITTEN INSTRUCTIONS. J. TRAIN OWNER'S PERSONNEL A MINIMUM OF I HOUR IN THE USE, OPERATION, AND ADMINISTRATION. 28 31 11 DIGITAL ADDRESSABLE FIRE ALARM SYSTEM A. A NEW MICROPROCESSOR CONTROLLED FIRE DETECTION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS, AND AS REQUIRED BY TI-IE LOCAL AUTHORITY. B. ACCEPTABLE MANUFACTURES: AVAILABLE MANUFACTURERS SUBJECT TO COMPLIANCE WITH REQUIREMENTS. MANUFACTURERS OFFERING FIRE ALARM SYSTEM THAT MAY BE INCORPORATED INTO THE WORK ARE LIMITED TO THE FOLLOWING: 1. SILENT KNIGHT 2. FIRE -LITE 3. ADEMCO 4. DMP 5. BOSCH FIRE ALARM PANEL MUST BE COMPATIBLE WITH THE LANDLORD'S CENTRAL ADDRESSABLE, VOICE EVACUATION TYPE FIRE ALARM SYSTEM. C. GENERAL SYSTEM DESCRIPTION: THE SUPERVISED, CODED, CLOSED- CIRCUIT TYPE SYSTEM SHALL BE SO ARRANGED THAT PULLING A MANUAL PULL STATION OR OPERATION OF ONE OF THE AUTOMATIC DETECTING DEVICES WILL REGISTER AN ALARM AT THE FIRE ALARM CONTROL PANEL. THIS WILL CAUSE IMMEDIATE AND CONTINUOUS OPERATION OF ALL THE BUILDING ALARM SIGNALS TO SOUND THE GENERAL ALARM SIGNAL, UNTIL THE ALARM HAS BEEN ACKNOWLEDGED AT THE CONTROL PANEL. D. BASIC PERFORMANCE: I. ALARM, TROUBLE AND SUPERVISORY SIGNALS FROM ALL REPORTING DEVICES SHALL BE ENCODED ONTO AN NFPA STYLE 4 (CLASS B) SIGNALLING LINE CIRCUIT. 2. INITIATION DEVICE CIRCUITS SHALL BE WIRED CLASS B (NFPA STYLE B). 3. INDICATING APPLIANCE CIRCUITS SHALL BE WIRED STYLE Y (GLASS B). E. SUBMIT COORDINATED SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL. F. ALL REFERENCES TO MANUFACTURER'S MODEL NUMBERS AND OTHER PERTINENT INFORMATION HEREIN IS INTENDED TO ESTABLISH MINIMUM STANDARDS OF PERFORMANCE, FUNCTION AND QUALITY. G. THE SYSTEM MUST HAVE PROPER LISTING AND /OR APPROVAL FROM THE FOLLOWING NATIONALLY RECOGNIZED AGENCIES: I. UL, UNDERWRITERS LABORATORIES, INC. 2. NFPA 70, NATIONAL ELECTRICAL CODE (NEC). 3. NFPA 72, NATIONAL FIRE ALARM CODE. H. MODULAR LABELING: THE FIRE ALARM CONTROL PANEL SHALL MEET THE MODULAR LISTING REQUIREMENTS OF UNDERWRITERS LABORATORIES, INC. TO FACILITATE SYSTEM CHANGES AND EXPANSIONS, AND TO ENSURE THAT ALL SUBASSEMBLIES HAVE THE PROPER LISTING, EACH SUBASSEMBLY OF THE FACP SHALL CARRY THE APPROPRIATE UL MODULAR LABEL. THIS INCLUDES ALL PRINTED CIRCUIT BOARD ASSEMBLIES, POWER SUPPLIES, AND ENCLOSURE PARTS. ALL EQUIPMENT COMPONENTS SHALL BE NEW, AND THE MANUFACTURER'S CURRENT MODEL. THE MATERIALS, APPLIANCES, EQUIPMENT AND DEVICES SHALL BE TESTED AND LISTED BY A NATIONALLY RECOGNIZED APPROVALS AGENCY FOR USE AS PART OF A PROTECTED PREMISES PROTECTIVE SIGNALING (FIRE ALARM) SYSTEM. THE AUTHORIZED REPRESENTATIVE OF THE MANUFACTURER SHALL BE RESPONSIBLE FOR THE SATISFACTORY INSTALLATION OF THE COMPLETE SYSTEM. J. ALL EQUIPMENT AND COMPONENTS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS., CONSULT THE MANUFACTURER'S INSTALLATION MANUALS FOR ALL WIRING DIAGRAMS, SCHEMATICS, PHYSICAL EQUIPMENT SIZES, ETC., BEFORE BEGINNING SYSTEM INSTALLATION. K. ALL EQUIPMENT SHALL BE ATTACHED TO WALLS AND CEILING /FLOOR ASSEMBLIES AND SHALL BE HELD FIRMLY IN PLACE. L. ALL WIRING SHALL BE INSTALLED IN CONDUIT OR RACEWAY. CONDUIT FILL SHALL NOT EXCEED .40 PERCENT OF INTERIOR CROSS- SECTIONAL AREA WHERE THREE OR MORE CABLES ARE CONTAINED WITHIN A SINGLE CONDUIT. M. CABLE MUST BE SEPARATED FROM ANY OPEN CONDUCTORS OF POWER OR CLASS 1 CIRCUITS, AND SHALL NOT BE PLACED IN ANY CONDUIT, JUNCTION BOX, OR RACEWAY CONTAINING THESE CONDUCTORS, N. WIRING IN CONDUIT SHALL BE IN ACCORDANCE WITH LOCAL, STATE AND NATIONAL CODES (E.G., NEC ARTICLE 760) AND AS RECOMMENDED BY THE MANUFACTURER OF THE FIRE ALARM SYSTEM. NUMBER AND SIZE OF CONDUCTORS SHALL BE AS RECOMMENDED BY THE FIRE ALARM SYSTEM MANUFACTURER, BUT NOT LESS THAN #18 AWG (1.02 MM) FOR INITIATING DEVICE CIRCUITS AND SIGNALING LINE CIRCUITS, AND #12 AWG (1.63 MM) FOR INDICATING APPLIANCE CIRCUITS. ALL WIRE AND CABLE SHALL BE LISTED AND /OR APPROVED BY A RECOGNIZED TESTING AGENCY FOR USE WITH A PROTECTIVE SIGNALING SYSTEM. P. THE FIRE ALARM CONTROL PANEL SHALL BE CONNECTED TO A SEPARATE DEDICATED BRANCH CIRCUIT, MAXIMUM 20 AMPERES. FIRE ALARM CONTROL PANEL PRIMARY POWER WIRING SHALL BE #12 AWG. THE CONTROL PANEL CABINET SHALL BE GROUNDED SECURELY TO THE BUILDING GROUNDING SYSTEM. Q. FIRE ALARM CONTROL PANEL SHALL BE BY APPROVED MANUFACTURERS LISTED ABOVE, AND SHALL BE SURFACE MOUNTED WHERE INDICATED ON PLAN. PROVIDE A REMOTE ANNUNCIATOR PANEL FOR RECESS MOUNTING AT THE LOCATION SHOWN ON THE PLAN. R. STROBE LIGHTS: I. SHALL OPERATE ON 2.4 VDC, NOMINAL. 2. SHALL MEET THE REQUIREMENTS OF THE ADA AS DEFINED IN UL STANDARD 1971, AND SHALL MEET THE FOLLOWING CRITERIA: a. UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS, THE INTENSITY SHALL BE A MINIMUM OF 75 CANDELA. b. ALL STROBES IN ANY GIVEN AREA SHALL BE SYNCHRONIZED WITH OTHER STROBES IN THAT AREA c. THE APPLIANCE SHALL BE PLACED 60 IN. ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE, OR 6 IN. BELOW THE CEILING, WHICHEVER IS LOWER. 3. SHALL HAVE WHITE HOUSING WITH RED LETTERS, UNLESS PROHIBITED BY LOCAL CODES OR MALL STANDARDS. S. AUDIBLE /VISUAL COMBINATION DEVICE: I. SHALL MEET THE APPLICABLE REQUIREMENTS OF SECTION 16722 -R LISTED ABOVE FOR VISIBILITY. 2. AUDIBLE SIGNAL SHALL BE 15DB ABOVE AMBIENT SOUND LEVEL. 3. SHALL HAVE WHITE HOUSING WITH RED LETTERS, UNLESS PROHIBITED BY LOCAL CODES OR MALL STANDARDS. T. MANUAL STATIONS: I. ADDRESSABLE MANUAL STATIONS SHALL BE PROVIDED TO CONNECT TO THE FIRE ALARM CONTROL PANEL SIGNALING LINE CIRCUIT (SLC) LOOPS. 2. THE MANUAL STATIONS SHALL USE A KEY OPERATED TEST -RESET LOCK, AND SHALL BE DESIGNED SO THAT AFTER ACTUAL EMERGENCY OPERATION, THEY CANNOT BE RESTORED TO NORMAL USE EXCEPT BY THE USE OF A KEY. 3. ALL OPERATED STATIONS SHALL HAVE A POSITIVE, VISUAL INDICATION OF OPERATION THAT CANNOT BE RESET WITHOUT THE USE OF A KEY. 4. MANUAL STATIONS SHALL BE SUITABLE FOR SEMIFLUSH MOUNTING AS SHOWN ON THE PLANS, AND SHALL BE INSTALLED NOT LESS THAN 42 INCHES, AND NOT MORE THAN 48 INCHES ABOVE THE FINISHED FLOOR. U. PHOTOELECTRIC DETECTORS: 1. THE PHOTOELECTRIC TYPE DETECTOR SHALL BE A PLUG -IN UNIT WHICH MOUNTS TO A TWIST -LOCK BASE, AND SHALL BE UL LISTED. . 2. THE DETECTORS SHALL BE OF THE SOLID STATE PHOTOELECTRIC TYPE AND SHALL CONTAIN NO RADIOACTIVE MATERIAL. THEY WILL USE A PULSED INFRARED LED LIGHT SOURCE AND BE SEALED AGAINST REAR AIR FLOW ENTRY. 3. THE DETECTOR SHALL FIT INTO A BASE THAT IS COMMON WITH BOTH THE HEAT DETECTOR AND IONIZATION TYPE DETECTOR AND SHALL BE COMPATIBLE WITH OTHER ADDRESSABLE DETECTORS, ADDRESSABLE MANUAL STATIONS, AND ADDRESSABLE ZONE ADAPTOR MODULES ON THE SAME CIRCUIT. THE DETECTOR SHALL ALSO FIT INTO A NON - ADDRESSABLE BASE THAT 15 CAPABLE OF BEING MONITORED BY AN ADDRESSABLE ZONE ADAPTOR MODULE. 4. THE SENSOR AND BASE SHALL BE BY APPROVED MANUFACTURERS LISTED ABOVE. V. DUCT SMOKE DETECTORS: I. DUCT SMOKE DETECTORS SHALL BE OF THE SOLID STATE PHOTOELECTRIC TYPE AND SHALL OPERATE ON THE LIGHT SCATTERING PHOTODIODE PRINCIPLE. THE DETECTORS SHALL BE DESIGNED TO IGNORE INVISIBLE AIRBORNE PARTICLES OR SMOKE DENSITIES THAT ARE BELOW THE FACTORY SET ALARM POINT. NO RADIOACTIVE MATERIALS SHALL BE USED. W. ADDRESSABLE THERMAL DETECTOR HEAD I. THERMAL DETECTOR HEADS MUST BE UL LISTED. THEY WILL BE A COMBINATION RATE -OF -RISE AND FIXED TEMPERATURE (135 °F) TYPE, AUTOMATICALLY RESTORABLE. THE SENSOR AND BASE SHALL BE BY APPROVED MANUFACTURERS LISTED BELOW. X. AT THE FINAL INSPECTION, A FACTORY TRAINED REPRESENTATIVE OF THE MANUFACTURER OF THE MAJOR EQUIPMENT SHALL DEMONSTRATE THAT THE SYSTEM FUNCTIONS PROPERLY IN EVERY RESPECT. Y. THE CONTRACTOR AND /OR THE SYSTEMS MANUFACTURER'S REPRESENTATIVES SHALL PROVIDE A TYPEWRITTEN "SEQUENCE OF OPERATION" TO THE TENANT. Z. BEFORE FINAL APPROVAL OF THE FIRE ALARM SYSTEM IS REQUESTED, PROVIDE THE ARCHITECT, IN WRITING, A STATEMENT THAT ALL REQUIREMENTS OF THE CITY BUILDING INSPECTION AND FIRE DEPARTMENTS HAVE BEEN MET IN THE INSTALLATION OF THE FIRE ALARM SYSTEM. AA. SUBMIT TO THE TENANT, UPON COMPLETION OF THE SYSTEM INSTALLATION, A CONTRACTOR'S FIRE ALARM SYSTEM CERTIFICATION AND DESCRIPTION FORM AS OUTLINED BY NFPA 72, AND AN APPROVED INSPECTION FORM FOR THE FIRE ALARM PORTION OF THE SYSTEM. (END OF ELECTRICAL SPECIFICATION) p I�- 36'7 ELECTRICAL SPECIFICATIONS (CONTINUED) RECEIVED ,• CITY OF TUKVVILA NOV 19 X2012 PERMIT ; ENTE Aet �o ok't- OWNER: chico's 11215 METRO PARKWAY FT. MYERS, FL. 33966 ARCHITECT / ENGINEER: SHREMSHOCK info@shremshock.com 0 C) C o �ai G) N y C CD C W p: U M s v N fn E Uj Ian -a i M lD U)cm.J www.shremshock.com f: 614 545 4555 THE ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE SHOWN ON THE SEAL. THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. Joma INTIMATES STORE NO: 5381 PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 DESIGN TYPE: LINEN & LACE REVISIONS: REQUIRED BY: DATE • INDICATES NO REVISION TO THIS SHEET DRAWN BY: KMD CHECKED BY: RAP DRAWING TITLE: ELECTRICAL SPECIFICATIONS (CONTINUED) DATE ISSUED: 11/07/2012 PROJECT NO: 120421 DRAWING NO: E5.1 ALL HVAC WORK (MATERIALS, FABRICATION, INSTALLATION, ETC.) SHALL COMPLY 1AI ITI-4 THE 21. PRIOR TO MAKING ANY PIPE OR DUCT ROOF PENETRATION AND /OR POSITIONING OF ANY EQUIPMENT APPLICABLE SECTIONS OF ALL STATE AND LOCAL CODES (MECHANICAL CODE, BUILDING CODE, ON THE ROOF, ALL THE PROPOSED LOCATIONS AND /OR PENETRATIONS SHALL MATCH LOCATIONS, ENERGY CODE, ETC.) AND THE LATEST EDITION OF SMACNA. AS INDICATED ON TI-IE LANDLORD APPROVED PLANS AND BE APPROVED BY LANDLORD'S CONSTRUCTION FIELD COORDINATOR. 2. CONTRACTOR IS REQUIRED TO READ TI-IE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE TO COORDINATE AND SCI- IEDULE ALL WORK WITI -I AND 22. ALL EQUIPMENT TO BE SUPPORTED FROM STRUCTURAL MEMBERS. NO WEIGHT CAN BE PLACED ON BETWEEN ALL SUBCONTRACTORS AND TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET TI-IE ROOFING MATERIALS OR INSULATION. OF BID DOCUMENTS. FURTHERMORE, THIS CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY AND COORDINATE WORK BETWEEN ALL TRADES, LANDLORD REQUIREMENTS, CEILING HEIGHTS AND 23. CONTRACTOR SHALL BE REQUIRED TO FURNISH TEMPORARY WEATHERPROOFING OF ALL ROOF EXISTING CONDITIONS PRIOR TO TI-IE START OF WORK OR ORDERING OF EQUIPMENT. PENETRATIONS, UNTIL LANDLORD'S ROOFING CONTRACTOR HAS MADE THE FINAL PATCH. 3. CONTRACTOR SHALL VISIT JOB SITE AND BE FAMILIAR WITH LANDLORD'S REQUIREMENTS AND 24. CONTRACTOR SHALL FURNISH AIR BALANCING REPORTS TO TENANT FOR ALL HVAC EQUIPMENT. EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR EXTRAS DUE TO CONTRACTOR'S FAILURE CONTRACTOR MUST CAREFULLY FOLLOW SPECIFICATIONS FOR AIR BALANCE WORK. TO VISIT TI-IE JOB SITE AND /OR FAILURE TO PREDETERMINE ALL REQUIREMENTS IMPOSED BY THE LANDLORD EXISTING CONDITIONS OR OTHER AUTHORITIES, 25. VERIFY DUCT ROUTING AS EARLY IN TI-IE JOB PROCESS AS POSSIBLE. IF MINOR CHANGES ARE ` REQUIRED, NOTIFY TENANT'S CONSTRUCTION MANAGER IMMEDIATELY. 4. DUCT DIMENSIONS ARE NOMINAL CLEAR INSIDE DIMENSIONS. DUCT LAYOUTS ARE SCI- IEMATIC. FIELD 26. CONTRACTOR SHIALL FURNISH AND INSTALL ACCESS PANELS AS DIRECTED AND AS SPECIFIED BY COORDINATE ALL DUCT RUNS. (PRIOR TO DUCT FABRICATION) NO EXTRAS SHALL BE AWARDED FOR DUCT REVISIONS CAUSED BY LACK OF COORDINATION. TENANT FOR ALL EQUIPMENT OR OTHER ITEMS REQUIRING ACCESS. VERIFY AND COORDINATE PLACEMENT OF ACCESS WITH EQUIPMENT SERVICE CLEARANCES AND WITH TENANT'S CONSTRUCTION B. VERIFY ALL CONDITIONS IN FIELD PRIOR TO BID. REFER TO RESPONSIBILITY SCHEDULE ON SHEET MANAGER. GI 2 FOR MORE INFORMATION, 27. CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER (MINIMUM SIZE 6. ALIGNMENT /PLACEMENT OF HVAG DEVICES IS CRITICAL. COORDINATE ALIGNMENT WITH TI-IE 2A:2OBC) WHENEVER ANY WELDING IS DONE WITHIN THE DEMISED PREMISES. THE PERSON ARCHITECTURAL REFLECTED CEILING PLAN AND LIGHTING PLAN. PERFORMING THE FIRE WATCH SHALL REMAIN IN TI-IE SPACE FOR AT LEAST ONE (1) HOUR AFTER THE COMPLETION OF ANY WELDING. THIS SHALL BE COORDINATED THROUGH THE LOCAL FIRE 7. BALANCE SYSTEMS TO CFM'S NOTED ON PLANS. DEPARTMENT. 6, CONTRACTOR IS TO PROVIDE AND INSTALL FIRE -RATED PIPE SLEEVES AND SEALS ON ALL PIPING 28. ALL MECHANICAL EQUIPMENT, PIPES AND DUCTS, PENETRATING AND /OR LOCATED ON ROOF SHALL THAT PENETRATES A FIRE -RATED PARTITION. BE PAINTED TO MATCH COLOR OF ROOF. USE THE APPROPRIATE COATS OF PRIMER PRETREATMENT, PRIOR TO FINAL COAT. THE FINAL COAT OF TI-IE ROOF MATCI -IING COLOR SI -IALL BE APPROVED BY . SPIN -IN FITTINGS WITHOUT MANUAL BALANCING DAMPERS TO BE USED FOR ALL ROUND BRANCH LANDLORD'S TENANT CONSTRUCTION COORDINATOR. TENANT'S STORE SPACE NUMBER SHALL BE TAPS ABOVE INACCESSIBLE DRYWALL CEILINGS WITH BALANCING REQUIRED WITHIN 2 FT. OF PERMANENTLY STENCILED ON ONE SI DE OF ANY ROOF - MOUNTED HVAC UNIT WITH MINIMUM DIFFUSER WITH PLASTER FRAME. FLEX DUCT AT AIR OUTLETS TO BE MAX. 5' -0" LONG AND THREE -INCH 3" NIGH LETTERS. ( ) INSULATED. 29. NO ROOF WORK OF ANY KIND GAN BE ALLOWED PRIOR TO AN ON -SITE MEETING WITH THE 10. ALL ROOF CUTTING, PATCHING AND FLASI -ZING REQUIRED SHALL BE BY A LANDLORD APPROVED LANDLORD'S TENANT CONSTRUCTION COORDINATOR. ROOFING CONTRACTOR AT TI-41S CONTRACTOR'S EXPENSE, COORDINATE ROOF PENETRATIONS WITH LANDLORD'S REPRESENTATIVE. 30. REFER TO ARCHITECTURAL SHEET A11.4 FOR STRUCTURAL SUPPORT DETAILS FOR MECHANICAL EQUIPMENT. 11. GENERAL CONTRACTOR SHALL PROVIDE LANDLORD AND TENANT WITH AS- BUILT DRAWINGS, ALL O 1. GENERAL CONTRACTOR S1-4ALL INSTALL AN ADJUSTABLE PROGRAMMABLE THERMOSTAT AS FURNISI - ED BY CHICO'S FAS NATIONAL ACCOUNT REPRESENTATIVE. THERMOSTAT SHALL INCLUDE REMOTE SENSOR CAPABILITIES. THERMOSTAT SHALL BE HONEYWELL VISIONPRO MODEL #T38220U1003. GENERAL CONTRACTOR TO FURNISH AND INSTALL CONTROL WIRING BETWEEN HVAC EQUIPMENT AND THERMOSTAT, CONTRACTOR SHALL PROVIDE ALL MANUALS AND INSTRUCTIONS TO THE STORE MANAGER (INSTRUCT THE STORE MANAGER ON OPERATION UPON TURNOVER) AND THE PROJECT MANAGER (FOR THE CLOSEOUT PACKAGE). 2. GENERAL CONTRACTOR SHALL INSTALL A REMOTE SENSOR FOR EACH THERMOSTAT AS FURNISHED BY CHICO'S FAS NATIONAL ACCOUNT REPRESENTATIVE, WHERE INDICATED. HONEYWELL MODEL #C718gU, EXTEND CONTROL WIRING FROM SENSOR TO TI- IERMOSTAT AND CONNECT PER MANUFACTURER'S INSTRUCTIONS. 3. RTU -1: GENERAL CONTRACTOR SHALL INSTALL AN ELECTRIC I-IEAT PUMP ROOFTOP UNIT WITH FACTORY OWNER: 11215 FT. METRO MYERS, ICO PARKWAY FL. 33966 FABRICATED 14" HIGH ROOF CURB AS FURNISHED BY CHICO'S FAS NATIONAL ACCOUNT REPRESENTATIVE. CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED STRUCTURAL SUPPORT STEEL, REFER TO STRUCTURAL DETAILS ON SHEET AI1.4. FIELD VERIFY AND COORDINATE EXACT LOCATION OF NEW RTU WITH LANDLORD AND EXISTING CONDITIONS. ALL ROOF WORK TO BE PERFORMED BY LANDLORD APPROVED ROOFING CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. LABEL ROOFTOP UNIT PER LANDLORD'S REQUIREMENTS. FURNISH AND INSTALL 3 SETS OF FILTERS, CHANGE FILTER AFTER FINAL STORE CLEANING AND AGAIN PRIOR TO AIR BALANCE. SEE ROOFTOP HVAC UNIT SCHEDULE ON SHEET M2.0 FOR MORE INFORMATION. AWARDED CONTRACTOR MUST ARRANGE DELIVERY THROUGH KRIS RYAN WITH TRANE AT (866) 415 -2401q WITHIN THE FIRST WEEK OF CONSTRUCTION TO SCHEDULE DELIVERY DATE. GENERAL CONTRACTOR MUST VERIFY MODEL NUMBERS AND ELECTRICAL REQUIREMENTS PRIOR TO INSTALLATION. 4. SUPPLY AND RETURN AIR CONNECTIONS AT RTU -I SHALL BE MADE FULL SIZE OF EQUIPMENT OPENING. PROVIDE ARCHITECT / ENGINEER: E 8 8 ..Y a d d n n 0 .c c FLEXIBLE CONNECTIONS AND TRANSITION TO DUCT SIZE SHOWN. 5. INSTALL CONDENSATE DRAIN FROM RTU -1'. MINIMUM DRAIN SIZE TO BE 1 ". CONDENSATE DRAIN TO BE TRAPPED WITH A TRAP DEPTH OF 1.5 "xUNIT TOTAL STATIC PRESSURE (MINIMUM 5" DEEP). DRAINS SHALL BE EXTENDED TO THE NEAREST ROOF DRAIN. PIPING SHALL BE UV RESISTANT PVC WITH CHEMICALLY WELDED JOINTS. 6. RETURN AIR DUCT SMOKE DETECTOR FURNISHED AND WIRED BY LANDLORD APPROVED FIRE ALARM CONTRACTOR AND INSTALLED BY GENERAL CONTRACTOR. UPON DETECTION OF SMOKE, DETECTOR SHALL SIGNAL LANDLORD'S FIRE ALARM SYSTEM AND RTU SHALL SHUT DOWN. CONTRACTOR SHALL PROVIDE UNIT WITH KEYED REMOTE TEST /RESET STATION. FIELD VERIFY AND COORDINATE ALL REQUIREMENTS WITH LANDLORD AND EXISTING CONDITIONS PRIOR TO BID AND INCLUDE ALL MATERIAL AND LABOR COSTS FOR THIS WORK IN BID: 7. INSTALL AIR DEVICE LOCATED IN LOWER DRYWALL CEILING BELOW PLATFORM. RUN SHEETMETAL DUCT FROM DEVICE IN LOWER CEILING THROUGH JOIST SPACE AND UP TIGHT TO WALL ABOVE PLATFORM. COORDINATE VERTICAL DUCT WITH PLATFORM ACCESS. 8. ]=F -1: GENERAL CONTRACTOR TO INSTALL NEW EXHAUST FAN, COMPLETE WITH INTEGRAL BACKDRAFT DAMPER, AS V) '- o • v C _ D)= OT USED r D SE SCHEDULED AND AS FURNISHED BY CHICO'S FAS NATIONAL ACCOUNT REPRESENTATIVE. EXHAUST CAPACITY SHALL BE 75 CFM AT 0.5" S.P. INSTALL AND SECURE PER MANUFACTURE'S INSTRUCTIONS EXTEND TO NEW ROOF PENETRATION WITH ROOF CAP AND CURB 10' -0" FROM ANY BUILDING AIR INTAKE. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. ALL ROOF WORK SHALL BE PERFORMED BY LANDLORD APPROVED ROOFING CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. q. SPRINKLER CONTRACTOR SHALL REUSE AS MUCH AS POSSIBLE FROM TI-IE EXISTING SPRINKLER SYSTEM AND ALARM SYSTEM. THE SPRINKLER HEADS IN THE STORE FRONT AND SALES AREA ARE TO BE WHITE. MODIFY SYSTEM AS REQUIRED TO MEET CODE. PROVIDE INSPECTIONS TEST CONNECTION PER LANDLORD REQUIREMENTS. COORDINATE WITH LANDLORD AND AUTHORITY WAVING JURISDICTION. 10. SPRINKLER HEADS SHOWN FOR REFERENCE ONLY. FIRE PROTECTION PROFESSIONAL TO DETERMINE ACTUAL AMOUNT AND LOCATION OF HEADS. COORDINATE WITH LANDLORD AND TENANT. LAYOUT TO BE SIMILAR WITH PLAN ALIGN WITH LIGHT FIXTURES IF POSSIBLE. 11. EXISTING UTILITIES (DUCTWORK, PIPING, CONDUIT, ETC.) TO REMAIN. TYPE AND ELEVATION ARE NOTED. FIELD VERIFY EXACT LOCATION AND SIZE. 12. INSTALL SPRINKLER HEAD LOCATED IN LOWER DRYWALL CEILING BELOW PLATFORM. RUN PIPING FROM DEVICE IN LOWER CEILING THROUGH JOIST SPACE AND UP TIGHT TO WALL ABOVE PLATFORM. COORDINATE VERTICAL PIPE WITH PLATFORM ACCESS. 13. SPRINKLER HEAD TO BE LOCATED HIGH ABOVE RESTROOM PLATFORM AREA. 14. AIR DEVICE TO BE USED FOR ACCESS TO SMOKE DETECTOR AND BALANCE DAMPER LOCATED ABOVE CEILING. CONTRACTOR SHALL MAINTAIN MINIMUM CLEARANCES REQUIRED TO PROVIDE MAINTENANCE ACCESS TO DEVICES. FIELD VERIFY AND COORDINATE EXACT LOCATION AND ALL REQUIREMENTS. 15. GENERAL CONTRACTOR TO FURNISH AND INSTALL LINED RETURN AIR DUCT AS HIGH AS POSSIBLE, CONTRACTOR SHALL FURNISH AND INSTALL A MANUAL BALANCE DAMPER SET TO CFM INDICATED IN RETURN AIR DUCT AND A 1/2 "x1/2" WIRE MESH SCREEN OVER OPEN END OF DUCT. u� C p in EQUIPMENT SHOP DRAWINGS, INFORMATION ON THERMOSTATS, CONTROL WIRING DIAGRAMS AND. OTHER PERTINENT INFORMATION AT COMPLETION OF PROJECT. 12. THIS CONTRACTOR SHALL FURNISH AND INSTALL STRUCTURAL STEEL REQUIRED TO SUPPORT EQUIPMENT AND SHALL COORDINATE LOCATIONS AND REQUIREMENTS WITH THE LANDLORD'S REPRESENTATIVE. COST OF THIS WORK AND ANY STRUCTURAL ENGINEERING FEES REQUIRED SHALL BE INCLUDED IN TI-41S BID. 13. CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT, PIPING AND /OR DUCTWORK NOT BEING USED OR SHOWN TO REMAIN IS FULLY REMOVED AND NOT ABANDONED. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 14, ALL LOW PRESSURE RECTANGULAR DUCTWORK SHALL BE LINED AND ALL ROUND DUCT SHALL BE WRAPPED WITH A MIN. R- VALUE OF 4.2, 1,0 PCF INSULATION. REFER TO SPECIFICATIONS FOR MORE INFORMATION, SD U Z C N p)� 7 Lo C to W Y 2` UO N .0 M TO . THE ENGINEER ASSUMES NO RESPONSIBILITY OR UABILITYFORTHEUSEOFTHESEPLANSFORANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALEDFORSUCH SPECIFIC LOCATIONIN THE STATE SHOWNONTHE SEAL. THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. OT THERMOSTAT . DISC. DISCONNECT ACCESS DOOR DN, DOWN O SENSOR DPR. DAMPER + SPIN -IN FITTING EA. EACH -4- EC. ELECTRICAL x DUCT SMOKE DETECTOR -r- SPIN -IN FITTING W/ CONTRACTOR N MAN. BAL. DPR. EX. EXISTING �-Ir- UNDERCUT DOOR EXP. EXHAUST Z CONNECT TO EXISTING F. DPR. FIRE DAMPER Z - 15. COORDINATE BOX -OUT LOCATIONS FOR ALL DRYWALL MOUNTED AIR DEVICES WITH CEILING FRAMING. C DUCT OFFSET FLEX. FLEXIBLE UPRIGHT SPRINKLER HEAD FLR. FLOOR �� SUPPLY DUCT - UP • CONCEALED SPRINKLER GC. GENERAL • ' - -- -;:_1 SUPPLY DUCT - DN HEAD CONTRACTOR 16. ANY EXISTING WALL, FLOOR OR CEILING SURFACE THAT IS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED TO MATCH NEW AND /OR EXISTING CONDITIONS AT THIS CONTRACTOR'S EXPENSE. �, RA OR EXH. DUCT UP X "cp ROUND DUCT HP. HORSEPOWER RA OR EXH. DUCT DN AB. ABOVE MAX. MAXIMUM MCA. MINIMUM CIRCUIT +��ri�l�I [/l�(J INTIMATES 17. SPRINKLER CONTRACTOR SHALL MODIFY SPRINKLER HEADS AND PIPING FOR NEW MODIFICATIONS. RUN HYDRAULIC CALCULATIONS AS REQUIRED. REFER TO SPECIFICATIONS. DESIGN NEW LAYOUT TO AD. ACCESS DOOR ELBOW TURNING VANES AFF. ABOVE FINISHED AMPACITY MEET NFPA 13, LOCAL AUTHORITY HAVING JURISDICTION AND LANDLORD'S REQUIREMENTS. - -- FIRE DAMPER (F.D.) NTS. MOUNTED FLOOR AHU. AIR HANDLING UNIT NTS. NOT TO SCALE OA. OUTSIDE AIR CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE AND FULLY Z J Z MANUAL BALANCE ARCH. ARCHITECT DAMPER BDD. BACK DRAFT DAMPER PG. PLUMBING BEL. BELOW CONTRACTOR STORE NO: 5381 OPERATIONAL MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE Z Z TRANSITION BLDG. RA. RETURN AIR SPECIFICATIONS AND AS REQUIRED BY THE JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING PROVIDED BY THE LANDLORD SHALL BE PROVIDED BY THE CONTRACTOR. FIELD VERIFY AND I, ( 1 BUILDING SUPPLY DIFFUSER CFM. GUBIG FEET PER RTU. ROOFTOP UNIT PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TU KW I LA, WA 98188 MINUTE SA. SUPPLY AIR COORDINATE. RETURN GRILLE CLG. CEILING TV. TURNING VANES CONT. CONTINUATION TYP. • TYPICAL 1 CONTRACTOR SHALL COMPLETELY INSTALL THE LISTED ACCESSORIES PER MANUFACTURER'S RECOMMENDATIONS, INCLUDING ALL TEMPERATURE CONTROL CONNECTIONS. 20, ANY REQUIRED ROOF PENETRATIONS SHALL BE PERFORMED IN COORDINATION WITH LANDLORD'S ROOFING CONTRACTOR AND AS OUTLINED IN HVAC DESIGN AND CONSTRUCTION CRITERIA. CONTR. CONTRACTOR W1-4. WATER HEATER IX EXHAUST GRILLE COOOD. COORDINATE W/ WITH DIFF. DIFFUSER MECHANICAL PLAN GENERAL NOTES L HVAC LEGEND AND ABBREVIATIONS G C DESIGN TYPE: LINEN &LACE MECHANICAL PLAN CODED NOTES # CO edS ( - ) _ NOTE: TENANT G.C. SHALL FIELD VERIFY EXISTING ROOF FOR CONSTRUCTION AND SUPPORTS AT EXISTING RTU'S. G.C. TO PROVIDE INFORMATION TO ARCHITECT AND WHBM P.M. PRIOR TO UNIT INSTALL. STRUCTURAL REVIEW AND APPROVAL IS REQUIRED AS THERE IS AN INCREASE IN UNIT WEIGHTS. THIS SHOULD BE DONE IMMEDIATELY UPON ARRIVING ON SITE TO KEEP CONSTRUCTION SCHEDULE. NEW RTU -I = 993 LBS. ,.�,! - ) CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED SEISMIC AND STRUCTURAL SUPPORTS FOR ALL HVAC EQUIPMENT, DUCT, PIPING, ETC. PROVIDE LATERAL SUPPORT AS REQUIRED PER IBC 200° SEISMIC DESIGN CATEGORY D. FIELD VERIFY AND COORDINATE ALL REQUIREMENTS WITH AUTHORITY HAVING JURISDICTION. REVISIONS: - REQUIRED BY: DATE CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED SEISMIC AND STRUCTURAL SUPPORTS FOR ALL FIRE PROTECTION DEVICES, EQUIPMENT, PIPING, ETC. PROVIDE LATERAL SUPPORT AS REQUIRED PER IBC. 2009 SEISMIC DESIGN CATEGORY D, FIELD VERIFY AND COORDINATE ALL B E ADJACENT TENANT REQUIREMENTS WITH AUTHORITY PAVING JURISDICTION. N.I.C. M2.0 M2.0 / to �s ■ 71 (TYP Gt - -- - - - - - • INDICATES NO REVISION TO THIS SHEET TORY I , - -- -, G -I will F_ _- 10 ® HGFR 6,,, 4, , RG -2 • • • • �� n �; ,� DRAWN BY WRG CHECKED BY :JTP 10 ) EF -1 5051�� 75 - iIIIIIIF < I ' �� • I fsO I --- --;--, �)-- c` .d o Wj it ., ?'il'� �� � �1 {t 111•' :1 • �. ,t 4308.3 t M,. °w+.mr 1! $ Ilt I,' 1 f� �' ° I SD -1 10 (TYP) SD -1 II EX, FIRE SPRINKLER PIPE HEIGHT UNKNOWN q EX. FIRE SPRINKLER PIPE 440 440 0 • LI HEIGHT UNKNOWN ® B 6 "� UP 611 �� 2 FP FP t FP FP FP • ( ) FP FP FP FP FP t rJ SD 12 "� l FP FP FP Z 12"4' Z �L Cam+ c_ -i) ��I - L 20 "X16° ' r , 'T 1(o °x14" 14 "X14° =- =_ 150 • ,, , fV I- -I--- III �© (TYP) 10"0 10 � ( ) �_ ( ) 10 a 4 l? E Z O J J E _ • 26"x16" - /1 4 �: (TYP) M2.0 M2.0 M2.0 l • f C �Q ADJACENT TENANT j - - -j I - _ - �l I • �.._,_ • N.I.C. • _, 400_ - _ _ _ ( q Y INON- SALES , TYP) q L_J ❑III 1- -I -) III I J ii / SD -1 �� 1 I ( FR 12 "� ± 440 SALES 12" �II� M2.0 ,) DRAWING TITLE: MECHANICAL PLAN W F +_ ©- • • • � _ > �� o_. (,_) z 3��,_;I - etfi :.��6, ```��` or I sD. 10 (TYP) �� ° • ? O/ `a r IPRI I E 0 RTU -I SD -3 `\ 150;+ 1- 6 ) - «- =...,� [ L SDI h DATE ISSUED: 11/07/2012 4401 B E RECEI D CITY OF TUKWILA I9 q NnV 19,2012 NORTH (TYP) , 40d I I L M2.0 M2.0 rk I 15 ) 2 14 ) RG -2 SD-4 in Y` I_ F -..- i cgr • (TYP), • _ - - - 50 PROJECT NO 120421 15 M2.0 • • RG -2 _ HALLWAY L 26 "x16" M2.0 RG -3 / I ` PERMIT CENT DRAWING NO . M 1 • 0 �- - - - - - j:�� N J © RTU -I ©© RTU -1 (TYP) MALL SERVICE CORRIDOR ; tiEv ),u.. M2.0 M2.0 N.I.G. E9P4 ' - ... 4 .wpb..^ r OT USED MECHANICAL PLAN ifil,t" � "`'gym REIN,. 11 /8/2012 61:30 AM City Name Seattle IAP Location Washington Latitude 47.5 Deg. Longitude 122.3 Deg. g g Elevation 449.0 ft Summer Design Dry -Bulb 86.0 °F Summer Coincident Wet -Bulb 66.0 °F Summer Daily Range 18.3 °F Winter Design Dry -Bulb 23.0 °F Winter Design Wet -Bulb 19.2 °F Atmospheric Clearness Number 1.05 Average Ground Reflectance 0.20 Soil Conductivity 0.800 BTU /(hr ft °F) Local Time Zone (GMT +/- N hours) 8.0 hours Consider Daylight Savings Time No Simulation Weather Data N/A Current Data is 2001 ASHRAE Handbook Design Cooling Months January to December OWNER: r chic° 11215 METRO PARKWAY FT. MYERS, FL. 33966 TITUS INDUSTRIES AIR DISTRIBUTION DEVICES ROOFTOP HVAC UNIT SCHEDULE SYMBOL CATALOG NUMBER SIZE MOUNTING MATERIAL FINISH DPR. BORDER STYLE UNIT NO MFR., MODEL NO. CFM O.A. CFM EXT. S.P. COOLING DATA MOTOR HEATING DATA FILTERS MCA MOCP WEIGHT (LBS.) REMARKS MOD. NECK CEILING OTHER STEEL ALUM. TOTAL COOLING MBH SENSIBLE COOLING MB1-I EFF, EER WATTS HP R.P.M. VOLTS PHASE HEAT PUMP MBA ELECTRIC HEATER KW COP SD -1 TITUS OMNI 24'x24" 12 "I) • • A B B RTU -I TRANS TRANS 3,000 600 0.75 „ 87.83 67.12 11.1 940 820 208 3 41.95 15.6 3.4 2" 85.2 100 993 O © ©© SD -2 TITUS OMNI 24 "x24" 1104) • A B B ARCHITECT / ENGINEER: E E 5D -3 TITUS OMNI 24 "x24" BO A - C SD -4 TITUS OMNI „ „ 12x12 6 „ A - C 01 UNIT SHALL COME WITH THE FOLLOWING FACTORY INSTALLED OPTIONS: ECONOMIZER, BAROMETRIC RELIEF DAMPER, THROUGH THE BASE ELECTRICAL CONNECTION, NON -FUSED DISCONNECT, UNPONERED GFCI RECEPTACLE (WIRED CONTRACTOR), HIGH EFFICIENCY MOTOR, BELT DRIVE FAN, TOOL -LESS HAIL GUARD REFRIGERATION CONTROLS (TXV FROSTAT, HIGH /LOW PRESSURE CUTOUTS, ETC.), SUPPLEMENTAL ELECTRIC HEATER AND COMPARATIVE ENTHALPY CONTROL. 2O 7.5 -TON ELECTRIC NEAT PUMP WITH SUPPLEMENTAL ELECTRIC HEAT ROOFTOP UNIT PROVIDED BY CHICO'S FAS NATIONAL ACCOUNTS REPRESENTATIVE AND INSTALLED BY GENERAL CONTRACTOR. 33 UNIT SHALL COME !ITN THE FOLLOWING FACTORY ACCESSORIES TO BE FIELD INSTALLED BY CONTRACTOR: 14" HIGH ROOF CURB ECONOMIZER HOOD (SOME BY FIELD ASSEMBLY REQUIRED), BAROMETRIC RELIEF HOOD (SOME FIELD ASSEMBLY REQUIRED), COMPARATIVE ENTHALPY CONTROL (SOME FIELD WIRING REQUIRED). FIELD VERIFY INSTALLATION REQUIREMENTS WITH GHIGO'S FAS NATIONAL ACCOUNT REPRESENTATIVE AND PROVIDE ALL LABOR AND MISCELLANEOUS MATERIALS FOR A COMPLETELY FUNCTIONAL HEAT PUMP ROOFTOP UNIT. O CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED STRUCTURAL STEEL TO SUPPORT NEW UNIT. REFER TO SI -IEET A11.4 FOR STRUCTURAL SUPPORT DETAILS AND REQUIREMENTS. ROOF WORK TO BE PERFORMED BY LANDLORD APPROVED ROOFING CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. CONTRACTOR SHALL FURNISH AND INSTALL THREE COMPLETE SETS OF FILTERS. v o . .c Pi m w E SD -5 TITUS OMNI 12 x12 „ 6 A - A RG -1 TITUS OMNI „ " 24"x24" 15 „ A - G RG -2 TITUS 355RL 24 "x12" 22 "x10" • • A - B RG -3 TITUS OMNI 12 "x12" 5,4 • • A - C V) IIICII DESIGN COOLING DESIGN HEATING NOTES: 1. SYMBOL KEY: 5. DAMPERS SHALL BE OPERABLE FROM FACE: FIRST LETTER: S- SUPPLY R- RETURN E- EXHAUST. "A" - OPPOSED BLADE RECTANGULAR MANUAL BALANCING SECOND LETTER: D- DIFFUSER R- REGISTER G- GRILLE. RAMPED B - ROUND MANUAL BALANCE DAMPER. 2. CATALOG NUMBERS REFER TO TITUS AIR DEVICES. "C" - FIRE • DAMPER VI/VOLUME CONTROL. 3. PROVIDE DIRECTIONAL BLOW FOR AIRFLOW OTHER "D" - YOUNG'S REGULATOR DAMPER MODEL 4:15020-CC T1-IAN 4-HAY. 6. BORDER STYLE: .4. FINISH: "A" - SURFACE MOUNTED "A" - SEE ARCHITECTURAL SHEETS FOR FINISH COLOR, IF "B" - LAY -IN, PROVIDE WITH PLASTER FRAME FOR DRYWALL "B" - WHITE - G.C. TO FIELD PAINT TO MATCH "C" - LAY -IN FRAME FOR T -BAR CEILING. CEILING OR WALL WITH ENAMEL FINISH. 7. PROVIDE BOOT FOR DUCT MOUNTING. "C" - FLAT BLACK. COOLING DATA AT Jun 1500 COOLING OA DB / WB 84.0 °F / 65.0 °F HEATING DATA AT DES HTG HEATING OA DB / WB 23.0 °F / 19.2 °F ZONE LOADS Details Sensible (BTU/hr) Latent (BTU/hr) Details Sensible (BTU /hr) Latent (BTU /hr) OUTSIDE AIR REQUIREMENT SCHEDULE Window & Skylight Solar Loads 0 ft2 0 - 0 ft2 - _ ASHRAE OUTSIDE AIR REQUIREMENTS . Wall Transmission 0 ft2 0 - 0 ft2 0 - Roof Transmission 2211 ft2 3969 2211 ft2 12261 OCCUPANT FT. Fr (%a) OCCUPANT CFM PER OCCUPANT (B) OA CFM. READ. (Axe) ACT OA M ROM UNIT Window Transmission 0 ft2 0 0 ft2 D Skylight Transmission Oft2 0 Door Loads 0 ft2 0 - 0 ft2 0 - peer stem i45 4 Floor Transmission 2211 ft2 0 2211 ft2 0 - SALES 1,426 - 0.3 CFM /FT 2 428 RTU -1 _, N +. THE ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE SHOWN ON THE SEAL. THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. Partitions 0 ft2 0 - D ft2 0 - 600 Ceiling 0 ft2 0 - 0 ft2 0 FITTING ROOMS 350 - 020 CFM /FT2 70 Overhead Lighting 2084 W 4276 - 0 0 Task Lighting 2794 W 8189 - 0 0 - Electric Equipment 1700 W 5436 - 0 0 - NON -SALES 320 - 0.15 CFM /FT2 46 People 65 16250 13000 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 0 0 - 0 0 EXHAUST FAN SCHEDULE HALLWAY 50 - 0.05 CFM /FT2 3 Safety Factor 10 %110% 3812 1300 20% 2452 0 » Total Zone Loads - 41931 14300 - 14713 0 UNIT NO. MFR., MODEL NO. TYPE C.F.M. S.P. IN. W.G. WHEEL R.P.M. MOTOR SERVING REMARKS Zone Conditioning - 41852 14300 - 14154 0 TOTAL 549 600 Plenum Wall o% 0 0 D H.P. A� rJ RPM VOLTS PHASE Plenum Roof Load 70% 9262 O O Plenum Lighting Load 30% 2133 D O TOILET 65 1 75 * 75 * EF -1 Return Fan Load 2925 CFM 0 - 2925 CFM 0 - EF -I BROAN 2150 CLG. EXP. 75 0.5 1500 __ 70 1750 120 1 RESTROOM O ©© Jo 7�! VW INTIMATES Ventilation Load 600 CFM 5890 600 CFM 29243 0 75 Supply Fan Load 3000 CFM 1668 3000 CFM TOTAL 2,255 ' Space Fan Coil Fans 0 0 1 CONTROL WITH LIGHT SWITCH. O PROVIDE WITH DISCONNECT SWITCH, BACKDRAFT DAMPER AND SPEED 2 BASED ON BROAN, FURNISHED AND INSTALLED MOUNTED ON FAN. BY GENERAL CONTRACTOR. INTEGRAL CONTROL Duct Heat Gain / Loss 5% 2097 - 5% 736 - STORE NO 5381 » Total System Loads - 62902 14300 - 44133 0 - EXHAUST Central Cooling Coil 9 62902 14300 0 D Central Heating Coil - 0 - - 44133 - PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 » Total Conditioning - 62902 14300 - 44133 0 Key: Positive values are clg loads Negative values are htg loads Positive values are htg loads Negative values are clg loads HVAC LOAD CALCULATIONS R MECHANICAL SCHEDULES C DESIGN TYPE: LINEN & LACE cD 9/16"0 HOLE TYP. PLATE 1/8 "x 3" LONG \ a HOLE= ROD SIZE 135 °tl5° / �‘1.\k 1/16", TYP. UNISTRUT P100D FRAMING 1/2" EYE BOLT WITH LOCKING NUTS ON EACH OR EQUIVALENT, BETWEEN SIDE (TYP) SIZE PER ASTM E 488 WITH LENGTH STRUCTURE WITH STEEL TO BE EIGHT TIMES DIA. MIN. BEAM CLAMP AT EACH END ADJUSTABLE TURNBUCKLE BUILDING STRUCTURE WAWA DOUBLE CLAMP (TYP) "G" CHANNEL REINFORCING AROUND UND OPENING _ye__ 25 -1/4 ", 21 -1/4 ", I9 -1/4" OR SCREW INSTALLED CEILING REVISIONS: 13 -1/4" OUTSIDE DIMENSION \ REQUIRED BY; DATE . - 23 ", 19" 17" OR II" + } + s��! MIME ��� L MIN. 1/2" DIA. THREADED ROD PER SMACNA TYPICAL IN 4 PLACES OR _1 �t N. i I di Qr `° �;/ MOUNTING FIELD , n rDRYNALL 1 i/4 EQUIPMENT \ _ 3 INSIDE DIMENSION f G T: CABLE CONN. EXIST ROOF BEAM EXIST OPEN WEB JOIST /2 ®SEISMIC N _ 1 • INDICATES NO REVISION TO THIS SHEET ��r DBL CLAMP ,44 AIRCRAFT CABLE I (PLACE AT TOP CHORD JOIST PANEL POINTS) _�- PLACE AT TOP CHORD STEEL MOUNTING FRAME JOIST PANEL POINTS \ UNISTRUT P100D " I 1 / OR \ FRAMING OR EQUIVALENT MANUFACTURER PROVIDED ASTM A 603 GALVANIZED STEEL CABLES IN FOUR DRAWN BY: WRG CHECKED BY: .JTP 24" 20" 18" OR 12" /6" ROUGH -IN OPENING SIZES: DIRECTIONS HAVING END MOUNTING BRACKET ASSEMBLIES WITH THIMBLES, BRACKETS, SWIVEL AND TWO HOLE = ROD SIZE +1/16" (TYP) CLAMPING BOLTS FOR CABLE PLATE I /8 "x 3" LONG 135°±15° ENGAGEMENT. �� 9/16" DIA. HOLE (TYP),," v i s W \Y T. P ,` /� "4�a'rl,'�°4� .' '' . sl &'nl NOTE: CONTACT MANUFACTURER FOR INFORMATION. EXIST JOIST SEISMIC CABLE CONN. "" "_'" NOTE: ANCHORAGE SHALL MEET ALL REQUIREMENTS OF LOCAL CODE. REFER TO MECHANICAL CODE CHAPTER 6 AND SMACNA SEISMIC RESTRAINT MANUAL, 0 ►� OT USED ILL SEISMIC CABLE DETAILS N.T.S. K MAIN DUCTWORK ANCHORAGE DETAIL N.T.S. DRYWALL MOUNTING FRAME DETAIL N.T.S. i i _ F _ B , 43083 M rSM.., ° ice �I J/ / l< �I VANES PRE - ASSEMBLED ON RUNNER PLATES (TYP.) USE GALVANIZED VANES FOR GALVANIZED OR ALUMINUM DUCTS (TYP.) PLATE SAME GAUGE AS DUCT (TYP.) INSULATED ROUND DUCT TO S.A. MAIN. VOLUME DAMPER. FLANGED AND GASKETED ALL DUCT LINER TRANSVERSE CONNECTION AND RE- INFORCEMENT EDGES TO BE COATED WITH ACCORDANCE WITH SMACNA JOINT OR DUCT IN 2" W.G. CLASS, SEAL CURB MOUNTED A/C UNIT UNIT BASE RAIL LAG BOLTS 18 GAUGE TIE DOWN RESTRAINT $ I� I ADHESIVE SMACNA STANDARDS IN ACCORDANCE WITH TRANSVERSE JOINTS AND LONGITUDINAL (TYP.). ACCORDANCE WITH SMACNA CLASS J' SEAMS I' "B" (TYP.). AIR NEOPRENE GASKET TREATED WOOD NAILER SECURED TO CURB AV q„ STRAP CLAMP (TYPICAL). DRAWING TITLE: MECHANICAL SCHEDULES & DETAILS ■ L p .. - 4 (/ V - G (� ( �' 12" 12 REFLECTIVE TAPE. MAIN DUCT 1" ACOUSTICAL LINING i0A1���� FLOW DUCT THRU ROOF ROOF -- ..,.. :,... ca ail' � l,., �,.I�II T= FACTORY CURB MIN. -N.-v. I GOUNTERFLASHING INSULATION STRIP BY G.C. INSET FLEXIBLE _ CONNECTION 5 FT. (MAX. ) 14 HIGH INSULATION (HARD INSULATION ,' FOR TOE. KICK PROTECTION) ND FIRE DAMPER WHERE I � .; Ii �r PPROVAL 1 REQUIRED. TAPE DOWN EXTERNAL INSULATION. MINIMUM INr'4'0<I""f It ; -� R VALUE 0 . CONICAL OR BELLMOUTN SPIN -IN FITTING, SEAL AIR TIGHT WITH MASTIC. VOLUME DAMPER LOCATION WHERE ABOV I FILING. PROVIDE 1 • QUADRAN I K LA q NOV 1 9,2012 Ai.,,.,....! . ATE ISSUED: 11 /07/2012 ia�ii, €1i I. I T`ii ROOFING THERMAL INSULATING - 3 -1 /4" 1-1/2" __ ;,,,,,,,;,, ,; :... ,. �..1. �... � �. BLANKET WHERE REQUIRED. .. ., - - - FASTEN WITH MIN. (3) SHEET METAL SCREWS, SEAL WITH DUCT TAPE -\__1-\_ llii u I I, 1,,,jll J-N_f I I E ili \`'� LEVELING OF CURB BY G.G. NMI PROJECT NO: 120421 FLEXIBLE CONNECTION SHIM HERE TO LEVEL CURB BASE 3/8" THROUGH BOLT, WASHERS LOCKWASHERS, AND NUT, 2 DUCT SIZE OVER 36"x36". DUCT SIZE 36"x36" OR UNDER. SQUARE ELBOW WITH TYPE "A" SQUARE ELBOW WITH DOUBLE THICKNESS VANES. SINGLE THICKNESS VANES. I I FRAME OPENING STEEL CHANNEL NOTE: WITH SUPPLY AIR DIFFUSER. DRYWALL CEILING. PLASTER FRAME. AND MASTIC. ROUND RIGID DUCT. / DRAWING NO: M2•O PROVIDE RUBBER FLOOR MATTS MINIMUM EACH CHANNEL EQOPMENTLL ROOFTOP RTU CURB ASSEMBLY DETAIL N.T.S. N N.T.S. j DIFFUSER MOUNTING N.T.S. E P ' . liD4, TURNING VANE DETAIL DETAIL _ ROUND DUCT TAKE -OFF DETAIL RTC,` ht:UUt r1tU • 1. UNLESS OTHERWISE SPECIFIED, CONTRACTOR SI -IALL PROVIDE ALL NECESSARY EQUIPMENT, 10 CONTRACTOR SMALL FOLLOW ALL SPECIFICATIONS AND DETAILS CONTAINED IN DESIGN CRITERIA OF MATERIAL, LABOR AND SUPERVISION NECESSARY TO COMPLETE THE PLUMBING WORK IN TENANT HANDBOOK AND OTHER LANDLORD REQUIREMENTS. ACCORDANCE WITH TI-4E SPECIFICATIONS AND STANDARDS, 11. CONTRACTOR TO CLEAR ALL EXISTING AND NEW DRAIN LINES AND FIXTURES, PRIOR TO TURNING 2. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING WASTE PIPING BELOW SLAB, VENT PIPING OVER SPACE TO TENANT. ABOVE CEILING AND COLD WATER SUPPLY PIPING ABOVE CEILING PRIOR TO COMMENCEMENT OF ANY WORK. AFTER INSTALLATION AND FINAL CONNECTION OF NEW WASTE PIPING BELOW SLAB, BACK FILL 12. CONTRACTOR SHALL PROVIDE ACCESS TO ALL NEW AND EXISTING ITEMS REQUIRING ACCESS AND PATCH IN ACCORDANCE WITH THE LANDLORD'S CRITERIA REGARDING SUCH WORK. (VALVES, TRAP PRIMERS, ETC.) INSTALLED BEHIND WALLS, FLOORS OR CEILINGS. CONTRACTOR SHALL ALSO VERIFY TI-IAT ALL SUCH ITEMS ARE OPERABLE AND FULLY ACCESSIBLE THROUGH S. CONTRACTOR SHALL INSTALL ALL PLUMBING FIXTURES AS PROVIDED BY CI- IIGO'S FAS NATIONAL ACCESS PROVIDED. ACCOUNT REPRESENTATIVE, AND SHALL FURNISH AND INSTALL ALL REQUIRED VALVES, PIPING, HANGERS, ETC. REQUIRED FOR A COMPLETE PLUMBING SYSTEM TO SERVE THE DEMISED PREMISES 13. ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO ISOLATE EACH FIXTURE. FROM SANITARY AND COLD WATER CONNECTIONS PROVIDED BY LANDLORD. ALL FIXTURES, VALVES, PIPING AND APPURTENANCES REQUIRED FOR A FULL ROUGH -IN SHALL BE FURNISHED AND 14. ANY EXISTING WALL /FLOOR OR CEILING SURFACE THAT IS DAMAGED BY THIS CONTRACTOR DURING INSTALLED BY CONTRACTOR. CONSTRUCTION SHALL BE REPAIRED TO MATCH NEW AND /OR EXISTING CONDITIONS AT THIS CONTRACTOR'S EXPENSE. 4. SEAL AROUND ALL PIPES PENETRATING FIRE SEPARATIONS WITH LISTED AND APPROVED FIRE SEAL MATERIAL. ONLY LISTED AND APPROVED SEALANTS AND METHODS FOR THE SPECIFIC USE WILL BE 15. CONTRACTOR SHALL DEMOLISH AND COMPLETELY REMOVE ALL PLUMBING FIXTURES EQUIPMENT PERMITTED. PIPING, ETC. NOT BEING REUSED OR SERVING ANOTHER SPACE. CAP ALL PIPES BEHIND FINISHED SURFACES (WALLS, FLOORS, ETC.) AND PATCH SURFACES TO MATCH SURROUNDING AREA. S. SANITARY VENT SHALL BE ROUTED TO EXISTING LANDLORD VENT. 16. FIELD VERIFY ALL CONDITIONS PRIOR TO BID. REFER TO RESPONSIBILITY SCHEDULE ON SHEET G1.2 6. CONTRACTOR SHALL ENSURE THAT ALL SLAB OR FLOOR PENETRATIONS WITHIN THE DEMISED FOR MORE INFORMATION. PREMISES ARE PROPERLY SEALED AND REMAIN WATERTIGHT TO PREVENT ANY POSSIBLE DAMAGE TO THE BUILDING AND /OR SURROUNDING AREAS. FAILURE TO DO SO SHALL BE AT TI-4E RISK AND 17. GENERAL CONTRACTOR TO INSURE THAT STUDS ARE NOT TO BE CUT OR MODIFIED FOR PLUMBING SOLE EXPENSE OF THE CONTRACTOR. AND ELECTRICAL RUNS. 7. ALL MATERIAL SHALL BE NEW AND OF COMMERCIAL GRADE, AND BEAR UNDERWRITER'S LABORATORIES AND UNION LABELS WHERE SUCH LABELING APPLIES. . CONTRACTOR TO FIELD VERIFY SLOPE AND ELEVATION OF EXISTING SANITARY PRIOR TO ANY NEW PLUMBING INSTALLATION. . CONTRACTOR MUST VISIT THE JOBSITE TO BECOME FAMILIAR WITH MAJOR ITEMS SUCH AS STRUCTURAL ELEMENTS AND OTHER EXISTING JOB CONDITIONS THAT MAY AFFECT THE WORK. ADDITIONALLY, CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DIMENSIONS OF SUCH ITEMS AS WASTE, VENTS, WATER LINES, ETC. I, EXTEND NEW SANITARY WASTE LINE TO EXISTING SANITARY WASTE AND CONNECT. PROVIDE FLOOR CLEANOUT AT CONNECTION. FIELD VERIFY AND COORDINATE EXACT LOCATION, SIZE, INVERT ELEVATION, DIRECTION OF FLOW AND ALL OTHER REQUIREMENTS OF EXISTING SANITARY WASTE LINE PRIOR TO BID. PATCI -I SLAB TO MATCH SURROUNDING AREA. NEW SANITARY LINE SHALL BE PRESSURE TESTED PER LOCAL CODES WITH A MINIMUM REQUIREMENT OF HOLDING 10 FT. W.C. FOR TWO HOURS. REFER TO STACK DIAGRAM AND PLUMBING SPECIFICATIONS FOR FURTHER INFORMATION. 2. EXTEND NEW VENT LINE TO EXISTING PLUMBING VENT. FIELD VERIFY AND COORDINATE EXACT SIZE, ELEVATION, LOCATION AND ALL OTHER REQUIREMENTS PRIOR TO BID. 3. EXTEND NEW 3/4" COLD WATER LINE TO LANDLORD PROVIDED TAP AND CONNECT. PROVIDE SHUT -OFF VALVE AND REDUCED PRESSURE BACKFLOW PREVENTER. FIELD VERIFY EXACT LOCATION, ELEVATION, SIZE AND ALL OTHER REQUIREMENTS OF NEW TAP PRIOR TO BID. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR FURTHER INFORMATION. 4. W1-1-1: INSTALL NEW INSTANTANEOUS WATER HEATER ON WALL FOR LAVATORY. SEE RISER DIAGRAM, OWNER 11215 FT. METRO MYERS, P O PARKWAY FL. 33966 ARCHITECT / ENGINEER: E PLUMBING FIXTURE SCHEDULE AND DETAIL K ON THIS SHEET FOR REQUIREMENTS. 5. ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO ISOLATE EACH FIXTURE. REFER TO PLUMBING SPECIFICATIONS FOR FURTHER INFORMATION. 6. INSTALL 1/2" WATER PIPE FROM TRAP PRIMER DOWN IN WALL UNDER FLOOR TO FLOOR DRAIN. TRAP PRIMER TO BE LOCATED IN AN ACCESSIBLE LOCATION. 7. FURNISH AND INSTALL WATER HAMMER ARRESTER IN THE DOMESTIC COLD WATER PIPING AS SHOWN ON THE WATER RISER DIAGRAM. WATER HAMMER ARRESTER TO BE LOCATED IN AN ACCESSIBLE LOCATION. UNITS AS MANUFACTURED BY SIOUX OR PRECISION PLUMBING PRODUCTS ARE ACCEPTABLE. 8. ROUTE HORIZONTAL PIPING ABOVE PLATFORM, DROP WATER SERVICE TO FIXTURE. AVOID INTERFERENCE WITH PLATFORM AS REQUIRED. 8 8 U .c .c E E f1.2 m N c 1 V) 2 o co = C °� PLUMBING GENERAL NOTES H PLUMBING CODED NOTES # D _ in i '2 N 3 PLUMBING FIXTURE SCHEDULE •v,� C .o m w C "- U a o 2 2 c Lo N CO � 3 .0 c'7 c co CO m 4.J THE ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE SHOWN ON HE BUILDING USE IS ONLY APPLICABLE HE STATEDDESGNCRITERIAN - CW- DOMESTIC WATER PIPE CONTR. CONTRACTOR COORD. COORDINATE HW- DOMESTIC HOT WATER DISC. DISCONNECT GENERAL CONTRACTOR SHALL INSTALL THE FOLLOWING FIXTURES AS FURNISHED BY GHIGO'S FAS NATIONAL ACCOUNTS REPRESENTATIVE. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ACCESSORIES REQUIRED TO ROUGH-IN FIXTURES. G GAS PIPE DN. DOWN SAN EA. EACH MARK FIXTURE MANUFACTURER AND MODEL NO. CW HW WASTE TRAP REMARKS SANITARY PIPE EX. EXISTING GOND CONDENSATE PIPE EWG ELECTRIC WATER - - -V- - - SANITARY VENT PIPE COOLER - - - (E)XX- EXISTING PIPE OR EQUIPMENT FGO FLOOR GLEAN OUT NC.-1 WATER CLOSET AMERICAN STANDARD #2386.012 (SEE RESPONSIBILITY SCHEDULE ON G1.2) I/2" - 4" - ADA COMPLIANT, VITEROUS CHINA, ELONGATED SIPHON ACTION, 1.6 GPF, HANDLE ON OPPOSITE SIDE FROM WALL, AMERICAN STANDARD SEAT #5325.024. GC TO PROVIDE: 3/8" C.P. SUPPLY WITH HANDLE STOP AND 18" MTG. HT. TO BOWL. FD FLOOR DRAIN I�M� BACK FLOW PREV. FIXT. FIXTURE FPC. FIRE PROTECTION CONTRACTOR a-2 PIPE - UP FP FIRE PROTECTION G -? PIPE - DOWN PIPE El-1 WATER COOLER ASIS NO. PBACSL (SEE RESPONSIBILITY Gi.2) ZURN (GREY) #Z199 -- '- - - (SEE RESPONSIBILITY SCHED a • 1/2" - u 1/2" 1 -1/2" 1 -1/2" WHEELCHAIR ACCESSIBLE .. °-- . . •, RNISH W .' - ' TE. GC TO PROVIDE CHROME - -TRAP E SUPPLY STOP. MOUNT TO "ANSI" u 3" u 1-1/2" 1/2 u STANDARD •- - ∎- " MAX. FROM FLOOR TO SPOUT OUTLET. 24 "x24 "x10 ", GREY MOLDED - - CO - • - - - ■ ^ITH MUSTEE HOSE, BRACKET FA FURN. FURNISH ACCESS DOOR FV. FLUSH VALVE �' (GREY) MS- Jo lII'(�(.f/ INTIMATES G GAS COMBINATION BALANCE / SHUT -OFF GAL. GALLON I� GATE VALVE GC. GENERAL CONTRACTOR GLOBE VALVE GPI-I. GALLONS PER HOUR DRAIN VALVE GPM. GALLONS PER Ih 1 CHECK VALVE MINUTE III UNION HB HOSE BIBB D4 GAGE COCK HC CONTRACTOR N CHECK VALVE HP. HORSEPOWER N BUTTERFLY VALVE HW HOT WATER LAV LAVATORY #65.700 AND MOP HANGER #65.600. AMERICAN STD. FOP • #8344.012.004 (ROUGH AC VACUUM BREAKER 1/2" CH IN WALLS FIXTURES ALL FURNISHED ACCESSORIES REQUIRED STORE NO: 5381 ° I GC SHALL INSTALL THE FOLLOWING NON - STANDARD REPRESENTATIVE. GC SHALL FURNISH AND INSTALL BY CHICO'S FAS NATIONAL ACCOUNTS TO ROUGH -IN FIXTURES. LAV -1 LAVATORY AMERICAN STANDARD #0124.024 1/2" 1/2" I -1/2" 1 -1/2" WALL MOUNTED 18.5 "x20" VITREOUS CHINA 4 -INCH CENTERS, WHITE COLOR WITH AMERICAN STANDARD FAUCET #6059.205 (HARDWIRED SELECTRONIC PROXIMITY FAUCET) AND MCGUIRE SUPPLY STOP #155AECO. GC TO PROVIDE: JOSAM 17105 -67 SERIES CARRIER, AND MOUNT SINK AT WHEELCHAIR HEIGHT. PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 H.W. C.W. WITH NON-STANDARD FAUCET (SEE RESPONSIBILITY SCHEDULE ON G1.2) .J`•�ri�_�. IQI BALANCE VALVE MAX. MAXIMUM OR GAS VALVE MFR. MANUFACTURER MT. MOUNT IQI BALL VALVE NTS. NOT TO SCALE Y -TYPE STRAINER PC. PLUMBING CONTRACTOR E -? CAPPED LINE PLBG. PLUMBING CONNECT TO EXISTING R RD RELOCATE ROOF DRAIN c2D WATER METER SAN SANITARY AB. ABOVE TP TRAP PRIMER AFF. ABOVE FINISI -IED FLOOR TYP. TYPICAL ARCH. ARCHITECT URINAL V VENT BEL. BELOW VTR VENT THROUGH BLDG. WI-I-1 WATER HEATER (INSTANTANEOUS) CJ- IRONOMITE INSTA -FLOW #SR -20L NON- STANDARD WATER HEATER (SEE RESPONSIBILITY SCHEDULE ON G1,2) 1/2" 1/2" - - MODEL SR -20L, 0.5 GPM @ 57° RISE, 4.2 KW, 20A AT 208V- 1PH -60HZ. GC TO PROVIDE ADJUSTABLE THERMOSTATIC MIXING VALVE SET AT 110 °F. DESIGN TYPE: LINEN & LACE FLOW CONTROL MIXING VALVE REVISIONS: ■ WATER HEATER GC SHALL FURNISH AND INSTALL THE FOLLOWING FIXTURES COMPLETE WITH ALL ACCESSORIES REQUIRED FOR ROUGH -IN. REQUIRED BY: DATE MARK FIXTURE MANUFACTURER AND MODEL NO. CW HW WASTE TRAP REMARKS FINISHED FLOOR JUNCTION BOX FD -1 FLOOR DRAIN ZURN #Z -415 1/2" - 3" 1/2" 3" PIPE SIZE W /TYPE "B" POLISHED NICKEL BRONZE STRAINER. (PROVIDE W /TRAP PRIMER IF REQUIRED BY CODE OR SHOWN ON DRAWINGS) BUILDING ROOF CLG. CEILING CO CLEAN OUT WC WATER CLOSET COND NCO WALL CLEAN OUT 1A11-1A WATER HAMMER ARRESTER SIOUX CI-IIEF #750 SERIES. 3/4" 3/4" - - OR EQUAL BY PRECISION PLUMBING PRODUCTS, INC. CONDENSATE PIPE CONT. CONTINUATION NI-4 WATER HEATER CH GOLD WATER W/ WITH Z TRAP PRIMER PRECISION #P2 -500 1/2" - - - FLOW ACTIVATED BRONZE TRAP SEAL PRIMER WITH INTEGRAL VACUUM BREAKER, 1/2" SWEAT INLET AND OUTLET CONNECTIONS, AND 1/2" IPS DRIP LINE CONNECTION. NCO NALL CLEAN OUT • ZURN #ZANB- 1460 -9 - - 4" - CAST IRON CLEAN OUT TEE WITH BRONZE THREADED CLEAN OUT PLUG. PLUG TO BE GAS AND WATER TIGHT. WALL ACCESS PANEL - 9 '1x9" WALL PANEL AND FRAME; SMOOTH NICKEL BRONZE PANEL SET FLUSH TO FINISHED WALL PLANE., FURNISHED WITH SECURING LUGS. • INDICATES NO REVISION TOTHISSHEET DRAWN BY WRG CHECKED BY: JTP FGO FLOOR CLEAN OUT ZURN #Z- 14100 -1-4D -2 - - - - (CONC. FLOOR)_ OR ZN- 1400 -2 (TILE FLOOR). GAST IRON BODY WITH GAS AND WATER TIGHT ABS TAPERED THREAD PLUG AND ROUND SCORIATED TOP ADJUSTABLE TO FINISH FLOOR. ,r, „ n • Y 1, p �� VJ�,/ °�1, I /4 ,�. � t / ER,Q� it / g g 1� ADDITIONAL ACCESSORIES PROVIDED BY CHICO'S FAS NATIONAL ACCOUNT REPRESENTATIVE AND INSTALLED BY�� GENERAL CONTRACTOR: MOP HANGER BRACKET. N.T.S. PLUMBING FIXTURE,,.` SCHEDULE, SYMBOLS & ABBREVIATIONS By WATER HEATER DETAIL _ K . •4© I -1/2 J V r 11 -1/2" � CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED SEISMIC AND STRUCTURAL SUPPORTS FOR ALL PLUMBING FIXTURES, EQUIPMENT, PIPING, ETC. PROVIDE LATERAL SUPPORT AS REQUIRED PER IBC 2009 SEISMIC DESIGN CATEGORY D. FIELD VERIFY AND COORDINATE ALL REQUIREMENTS WITH AUTHORITY HAVING JURISDICTION. - 1A11-1A ...1/2" DRAWING TITLE: PLUMBING SCHEDULES AND DETAILS � •• NCO I ©LAV -I 1 ��� � �� �' I 1-12" `- LAVATORY EX. 3/4" CW 1/2" 11/2" Q 2" Q 2" FD -1 I�I NCO 4 WH -I 8 M3.o I 1 Y�� ADJACENT TENANT N.I.C. •41111111 4" - • 1/2" /1/2" ( 5 ) LAV -1 4, 140 1r 1/2° FD-12n I 8 CITY TIUKVDVILA " 1 211 3/4 / • - of DATE ISSUED: 11/07/2012 , LAV -1 NON-SALES �� p WC-' NOV 1 9 2012 ® 4 W1-1-1 M3.0 �FGO 4" 1/2" FROM TP EX. 4" SAN 4" WC -i PERMIT CENTER 7-J PROJECT NO: 120421 Ip TP 4„ `'� FCO • • E FCO FGO f 11© :E i M3.0 .,1/13.0 pA A1E NORTH rr AND , OVAL, 12) 1 )...... 3 (Oil DRAWING NO M 3 • 0 2 IX �P:� I H -C W 3/4 REQUIRE V WATER RISER N.T.S. j SANITARY STACK N.T.S. PARTIAL PLUMBING PLAN 1/4" = 1' -0" A _ _ E _ 21 05 00 FIRE PROTECTION GENERAL PROVISIONS PROVIDE FIRE ALL MATERIALS LABOR SQUIRED TO INSTALL A F R E AND EQUIPMENT AND PERFORM ALL R A. PROTECTION SYSTEM, COMPLETE AS INDICATED ON THE DRAWINGS AND AS REQUIRED BY CODE AND AS SPECIFIED HEREIN. B. THE GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED IS TO PROVIDE POWER WIRING FOR EACH ITEM OF ELECTRICAL EQUIPMENT AND MAKE FINAL CONNECTIONS TO MOTORS. C. ALL FINISH PAINTING IS TO BE PERFORMED BY THE GENERAL CONTRACTOR, EXCEPT AS NOTED ELSEWHERE. GENERAL CONTRACTOR, AT THIS CONTRACTOR'S EXPENSE, SHALL RESTORE TO ORIGINAL CONDITION ANY PAINTING DEFACED DURING CONSTRUCTION AND AFTER ORIGINAL PAINTING. D. ALL WORK SHALL CONFORM TO CODES, RULES, AND REGULATIONS: 1. NATIONAL ELECTRIC CODE. 2. STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS, NFPA 9OA. 3. CODE FOR SAFETY TO LIFE FROM FIRE IN BUILDINGS AND STRUCTURES, NFPA 101. 4. FEDERAL OCCUPATIONAL SAFETY AND HEALTH STANDARDS. 5. STATE MECHANICAL CODE. STATE BUILDING CODE 7. STATE INDUSTRIAL COMMISSION REQUIREMENTS. B. LOCAL BUILDING CODE REQUIREMENTS. 9. BUILDING INSURING AGENCY REQUIREMENTS. 10. STATE PLUMBING CODE. 11. NFPA. E. ALL PERMITS REQUIRED BY LAWS, ORDINANCES AND BUILDING CODES HAVING JURISDICTION SHALL BE OBTAINED AT THE PROPER TIME BY AND AT THE EXPENSE OF THIS CONTRACTOR. F. CONTRACTOR SHALL OBTAIN ALL INSPECTIONS REQUIRED BY ALL LAWS, ORDINANCES AND PUBLIC AUTHORITY HAVING JURISDICTION AND SHALL OBTAIN CERTIFICATES OF SUCI -4 INSPECTIONS AND SUBMIT SAME TO THE ARCHITECT AND SHALL PAY ALL FEES, CHARGES, ASSESSMENTS AND OTHER EXPENSES IN CONNECTION THEREWITH. G. THE MATERIALS AND EQUIPMENT INSTALLED IN THE WORK SHALL MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND NO MATERIALS OR EQUIPMENT SHALL BE ORDERED UNTIL REVIEWED BY THE ENGINEER, LANDLORD AND /OR ARCHITECT. H. CATALOG DATA FOR EQUIPMENT REVIEWED BY THE ARCHITECT SHALL NOT SUPERSEDE THE ENGINEER'S CONTRACT DOCUMENTS. THE REVIEW OF THE ENGINEER SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS, PROVIDING PROPER CLEARANCE, FABRICATION PROCESS AND COORDINATION WITH OTHER • TRADES. I. PROVIDE INSTRUCTION TO LANDLORD'S OPERATING PERSONNEL AS NECESSARY, SHOWING LOCATIONS AND PROPER OPERATION OF MAJOR ITEMS OF EQUIPMENT AND SYSTEM COMPONENTS AND REFERRING TO THE OPERATING INSTRUCTION MANUAL DESCRIBED BELOW AS A GUIDE. J. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING LANDLORD. RECORD DRAWINGS SHALL INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT. K. ANY REFERENCE TO TENANT OR TENANT'S CONSTRUCTION MANAGER OR FURNISHED BY ANY OF THE ABOVE REFERS TO SOMA INTIMATES INC, L. REFER TO RESPONSIBILITY SCHEDULE ON SHEET G1.2 FOR INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. M. DEMOLITION 1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF EXISTING WORK. FIELD VERIFY AND COORDINATE ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT AND PROTECT EQUIPMENT TO REMAIN DURING CONSTRUCTION. N. WARRANTY AND GUARANTEE 1. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND LABOR PROVIDED UNDER THIS CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT NO ADDITIONAL COST ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT DISCOVERED WITHIN 12 MONTHS FROM THE DATE OF CERTIFICATE OF OCCUPANCY. THIS GUARANTEE SHALL EXTEND TO LABOR AND MISCELLANEOUS MATERIALS REQUIRED FOR THE INSTALLATION OF EQUIPMENT. THE CONTRACTOR IS RESPONSIBLE TO VERIFY, COORDINATE AND FOLLOW ALL PROPER HANDLING AND INSTALLATION TECHNIQUES WITH MANUFACTURER(S) IN ORDER TO MAINTAIN MANUFACTURER'S WARRANTY. 21 05 13 COMMON WORK RESULTS FOR FIRE SUPPRESSION A. MODIFY THE EXISTING SPRINKLER SYSTEM AND FURNISH ALL MATERIALS, LABOR, TOOLS, ADMINISTRATION, TRANSPORTATION, INCIDENTALS AND APPURTENANCES WHICH ARE REQUIRED TO COMPLETE IN EVERY DETAIL AND LEAVE IN WORKING ORDER ALL ITEMS OF WORK CALLED FOR HEREIN OR SHOWN ON THE ACCOMPANYING DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR CONNECTING TO THE LANDLORD'S FIRE ALARM SYSTEM. COORDINATE WITH LANDLORD'S APPROVED FIRE ALARM AND SPRINKLER CONTRACTORS. B. INCLUDE ANY MINOR ITEMS OF WORK NECESSARY TO PROVIDE A COMPLETE AND FULLY OPERATIVE FIRE PROTECTION SYSTEM. C. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT HAZARD CLASSIFICATION, AS WELL AS, THE QUANTITY, SPACING, AND PROTECTED AREA LIMITATION OF SPRINKLER HEADS. CONTRACTOR SHALL FURTHER BE RESPONSIBLE FOR CONFIRMING 1-115 DETERMINATION WITH THE LANDLORD'S INSURING AGENCY AND THE LOCAL FIRE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. D. WHERE APPLICABLE, LOCATE SPRINKLER HEADS IN CENTER OF CEILING TILE, USE ARMOVER ON ALL SPRINKLER BRANCH LINES TO ACCOMPLISH EXACT LOCATION OF HEAD. E. PROVIDE AN NFPA -13 APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM IN BUILDING. SYSTEM SHALL BE APPROVED BY THE LOCAL AND STATE FIRE MARSHAL'S OFFICE. F. THE INSTALLING CONTRACTOR SHALL BE LICENSED AND CERTIFIED IN THE INSTALLATION OF AUTOMATIC SPRINKLER SYSTEMS IN THIS STATE. G. CONTRACTOR SHALL OBTAIN AND PAY FOR ANY INSPECTION FEES, CHARGES, AND ANY OTHER GOVERNMENTAL FEES APPLICABLE. H. CONTRACTOR SHALL FILE ALL NECESSARY DRAWINGS, SPECIFICATIONS, CONTRACTOR'S MATERIAL AND TEST CERTIFICATES. I. CONTRACTOR SHALL OBTAIN A CERTIFICATE OF INSPECTION AND APPROVAL AND SUBMIT TO THE ARCHITECT PRIOR TO THE REQUEST FOR FINAL PAYMENT. J. CONTRACTOR SHALL PROVIDE ALL PRODUCTS AND LABOR REQUIRED TO COMPLETE THE INSTALLATION OF ALL FIRE PROTECTION SPRINKLER SYSTEMS. K. FIRE PROTECTION PIPING AND EQUIPMENT LAYOUT SHALL BE COORDINATED WITH ALL EQUIPMENT, BOTH KNOWN AND UNKNOWN, AND EQUIPMENT INCLUDED UNDER OTHER DIVISIONS OF THE SPECIFICATIONS. L. ALL FIRE PROTECTION PIPING SHALL BE INSTALLED AS CONCEALED WORK, WHERE APPLICABLE. M. THE ARCHITECT RESERVES THE RIGHT TO CHANGE THE LOCATION OF ANY SPRINKLER HEAD DURING THE SUBMITTAL PROCESS EVEN IF THE MOVE SHOULD REQUIRE ADDITIONAL HEADS. N. FILL ANNULAR SPACE BETWEEN SLEEVE AND PIPE OR INSULATION ON ALL PENETRATIONS THROUGH FIRE RATED WALLS. FIRESTOPPING MATERIALS SHALL BE UL CLASSIFIED AND MEET THE REQUIREMENTS OF ASTM. THE METHOD OF INSULATION SHALL CONFORM TO UL FIRE RESISTANCE DIRECTORY. O. CEILING GRID SYSTEMS SHALL NOT BE USED TO SUPPORT FIRE PROTECTION ITEMS, PIPING, OR ANY OTHER EQUIPMENT. EACH UTILITY AND THE CEILING GRID SYSTEM SHALL BE A SEPARATE INSTALLATION AND EACH SHALL BE INDEPENDENTLY SUPPORTED FROM THE BUILDING STRUCTURE. WHERE INTERFERENCE OCCURS, IN ORDER TO SUPPORT EQUIPMENT OR CEILING GRID SYSTEM, CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL NOT BE LOCATED WHERE THEY INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, LIGHT FIXTURES, AND OTHER MECHANICAL OR ELECTRICAL ITEMS. P. INSTALL ALL SPRINKLER HEADS IN ROOMS IN AN ESTHETIC MANNER. SPRINKLER ARRANGEMENT SHALL BE PARALLEL AND PERPENDICULAR TO THE BUILDING WALLS. COORDINATE WITH ARCHITECT AND TENANT. Q. CONTRACTOR SHALL VERIFY THE LOCATION OF UTILITIES AND NOTE CONDITIONS WHICH WOULD AFFECT THE WORK. ALL DISCREPANCIES SHALL THEN BE REPORTED TO THE LANDLORD'S TENANT COORDINATOR PRIOR TO THE BID AWARD. R. INSTALLATION WILL NOT BE CONSIDERED COMPLETE UNLESS AND UNTIL WRITTEN ACCEPTANCE IS RECEIVED FROM THE STATE FIRE MARSHAL AND THE LANDLORD'S INSURING AGENCY. 5. CONTRACTOR TO MAINTAIN ONE SET OF DRAWINGS ON THE JOB TO BE USED STRICTLY FOR RECORDING ANY INSTALLATION DEVIATIONS FROM THE CONTRACT DRAWINGS. T. CONTRACTOR IS RESPONSIBLE FOR DAILY CLEAN -UP AND REMOVAL OF FIRE'PROTECTION DEBRIS FROM THE SITE WEEKLY. THE PREMISES SHALL BE KEPT IN A NEAT AND ORDERLY CONDITION. U. CONTRACTOR SHALL REVIEW AND FOLLOW ALL LANDLORD REQUIREMENTS. THE SUBMITTING OF A BID AUTOMATICALLY IMPLIES THAT THESE REQUIREMENTS HAVE BEEN REVIEWED AND ARE IN THE BID PRICE AND INFORM LANDLORD IN ADVANCE OF ANY DOWN TIME. 21 05 16 SHOP DRAWINGS MI FOR ARCHITECT'S AND LANDLORD RE IEW SIX 6 COMPLETE A. CONTRACTOR SHALL SUBMIT F R THE V COPIES OF THE CATALOG DATA AND /OR SHOP DRAWINGS FOR THE LISTED ITEMS OF EQUIPMENT AND ALL COMPONENTS TO BE USED IN THE WORK, INCLUDING SPECIFIC PERFORMANCE DATA, MATERIAL DESCRIPTION, RATING, CAPACITY, WORKING PRESSURE, MATERIAL GAUGE OF THICKNESS, BRAND NAME, CATALOG NUMBER AND GENERAL TYPE. THE SUBMISSION SHALL BE COMPILED BY CONTRACTOR AND REVIEWED BY ENGINEER BEFORE ANY OF THE EQUIPMENT IS ORDERED. 1. SPRINKLERS (AS REQUIRED) 2. VALVES (AS REQUIRED) 3. TAMPER SWITCHES (AS REQUIRED) 4. WATER FLOW SWITCHES (AS REQUIRED) 5. HYDRAULIC CALCULATIONS (AS REQUIRED) G. CONNECTIONS TO LANDLORD'S FIRE ALARM SYSTEM B. WHEN SUBMITTED FOR THE ARCHITECT'S REVIEW, SHOP DRAWINGS SHALL BEAR GENERAL CONTRACTOR'S CERTIFICATION THAT THEY HAVE REVIEWED, CHECKED AND APPROVED THE SHOP DRAWINGS, THAT THEY ARE IN HARMONY WITH THE REQUIREMENTS OF THE PROJECT AND WITH THE PROVISIONS OF THE CONTRACT DOCUMENTS AND THAT THEY HAVE VERIFIED ALL FIELD MEASUREMENTS AND CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMBER AND FIELD A A. CONTRACTOR MEASUREMENTS AND SIMILAR DAT SHALL ALSO CERTIFY THAT THE WORK REPRESENTED BY THE SHOP DRAWINGS IS RECOMMENDED BY CONTRACTOR AND THE CONTRACTOR'S GUARANTEE WILL FULLY APPLY. G. ALL CONTRACTORS SUBMITTING PROPOSALS FOR THIS WORK SHALL FIRST EXAMINE THE SITE AND ALL CONDITIONS THEREIN. ALL PROPOSALS SHALL TAKE INTO CONSIDERATION ALL SUCH CONDITIONS AS THEY MAY AFFECT THE WORK UNDER THIS CONTRACT. THE SUBMITTING OF A BID AUTOMATICALLY IMPLIES THAT THIS EXAMINATION OF THE SITE HAS BEEN DONE. 21 05 19 TESTS A. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TESTING OF SPRINKLER PIPING PER NFPA. B. TEST SPRINKLER PIPING WITH A HYDROSTATIC TEST AT 200 PSI FOR 2 HOURS WITH NO VISIBLE LEAKAGE. C. TEST ALARMS, FLOW SWITCHES, AND TAMPERPROOF SWITCHES AND ADJUST AS NECESSARY. D. CONTRACTOR AND LANDLORD SHALL SIGN CERTIFICATES, INDICATING WITNESSING OF ALL TESTS REQUIRED BY NFPA -13 FOR ABOVE GROUND PIPING. E. REPAIR ANY LEAKING JOINTS AND REPAIR ANY DAMAGE TO THE FACILITY THAT THE LEAK MAY HAVE CREATED. CLEAN, PAINT, OR REPLACE ANY DAMAGED COVERINGS AS REQUIRED TO MEET THE LANDLORD'S APPROVAL. F. NOTIFY THE LANDLORD IN WRITING FOR ANY SCHEDULING OF ANY TESTS OR DOWNTIME OF THE EXISTING SPRINKLER SYSTEM. 21 05 25 SUPPORTS, ANCHORS, AND SEALS A. UL LISTED HANGERS, BEAM CLAMPS, HANGER RODS, PIPE ATTACHMENTS, AND PIPE SLEEVES SHALL BE PER SP -56. EQUAL MANUFACTURERS TO BE SIMPLEX GRINNELL, B -LINE, OR MICHIGAN HANGERS. B. ALL HANGER ASSEMBLIES SHALL BE UL AND FM APPROVED. C. HANGER SPACING SHALL MEET NFPA -13 MINIMUM REQUIREMENTS. 21 05 26 INTERIOR PIPE TUBE AND FITTINGS AND SPRINKLER HEADS A. SPRINKLER HEADS: 1. ALL SPRINKLER HEADS SHALL BE NEW, QUICK RESPONSE, U.L. LISTED, F.M. LISTED AND APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY STAR, RELIABLE, SIMPLEX - GRINNELL, VIKING, OR CENTRAL SPRINKLER CO. 2. ALL SPRINKLER HEADS SHALL BE RATED FOR 165 °F UNLESS INDICATED OTHERWISE ON DRAWINGS OR REQUIRED BY LOCAL CODES. 3. "SALES" AREA SPRINKLER HEADS ARE TO BE FULLY RECESSED /CONCEALED ADJUSTABLE SCREW TYPE WITH WHITE COVER PLATE TO MATCH CEILING. 4. "NON- SALES" AREA WITH FINISHED CEILING ARE TO BE SEMI - RECESSED TYPE, ROUGH BRASS FINISH. 5. "NON- SALES" NO CEILING SPRINKLER HEADS ARE TO BE CHROME UPRIGHT, ADJUSTABLE SCREW TYPE. 6. "MALL BULKHEAD" AREA SPRINKLER HEADS ARE TO BE FULLY CONCEALED ADJUSTABLE SCREW TYPE WITH WHITE COVER PLATE TO -MATCH CEILING. B. PIPING: 1. SCHEDULE 40, BLACK STEEL PIPE, ASTM A -53 FOR FERROUS PIPING, WELDED AND SEAMLESS, ANSI B- 36 -10 -70 FOR WROUGHT STEEL PIPE. 2. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 INCHES AND SMALLER. SCREWED OR CAST IRON FLANGED JOINTS FOR PIPES LARGER THAN 2 INCHES, 3. GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT SCREWED UNIONS FOR PIPES 2 INCHES AND SMALLER. VICTAULIC TYPE COUPLINGS ARE ACCEPTABLE, WHERE APPROVED BY CODE AND THE LANDLORD. 5. HANGERS SHALL COMPLY WITH LANDLORD AND CODE REQUIREMENTS. C. SPRINKLER SPACING SHALL NOT EXCEED 130 SQ. FT. IN "SALES" AREAS AND 100 SQ. FT. IN "STOCK" AREAS. COMPLY WITH LANDLORD'S DESIGN CRITERIA. PIPE SIZING SHALL BE BASED ON NFPA ORDINARY HAZARD. D. ALL SPRINKLER LINES SHALL BE INSTALLED CONCEALED, AVOIDING INTERFERENCE WITH OTHER TRADES. E. WHERE POSSIBLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET THE NEW REQUIREMENTS OF THIS DESIGN. F. PROVIDE AND INSTALL A VALVED TEST CONNECTION IN AN ACCESSIBLE LOCATION FOR THE SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY THE LANDLORD, LOCAL INSPECTOR, OR INSURANCE CARRIER. G. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY LEAKS IN ANY OF THE EQUIPMENT INSTALLED. ALL REPAIRS OR REPLACEMENT OF DAMAGES SHALL BE BY THIS CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. H. PROPERLY COMPLETED AND SIGNED "SPRINKLER CONTRACTOR'S MATERIAL AND TEST CERTIFICATES" SHALL BE FURNISHED TO THE LANDLORD, AND AUTHORITIES HAVING JURISDICTION. 21 05 30 SPRINKLER PIPING SPECIALTIES A. PROVIDE ALL NECESSARY DRAINS. COORDINATE THE EXACT LOCATION WITH THE ARCHITECT AND LANDLORD PRIOR TO ANY INSTALLATION. B. THIS CONTRACTOR IS TO BECOME INFORMED OF THE EXACT DIMENSIONS OF FINISHED WORK WHERE PIPES, DUCTS AND EQUIPMENT ARE TO BE PLACED AND WILL ARRANGE THE WORK ACCORDINGLY, ASSUMING ALL RESPONSIBILITY FOR PROPER LOCATION AND COORDINATION OF THE WORK. 22 05 00 PLUMBING GENERAL PROVISIONS A. PROVIDE ALL MATERIALS AND EQUI MEN PERFORM R P T AND PERFOR ALL LABOR REQUIRED TO INSTALL A PLUMBING SYSTEM COMPLETE AS INDICATED ON THE DRAWINGS AND AS REQUIRED BY CODE AND AS SPECIFIED HEREIN. B. THE GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED IS TO PROVIDE POWER WIRING FOR EACH ITEM OF ELECTRICAL EQUIPMENT AND MAKE FINAL CONNECTIONS TO MOTORS. C. ALL FINISH PAINTING IS TO BE PERFORMED BY THE GENERAL CONTRACTOR, EXCEPT AS NOTED ELSEWHERE. GENERAL CONTRACTOR, AT THIS CONTRACTOR'S EXPENSE, SHALL RESTORE TO ORIGINAL CONDITION ANY PAINTING DEFACED DURING CONSTRUCTION AND AFTER ORIGINAL PAINTING. D. ALL WORK SHALL CONFORM TO CODES, RULES, AND REGULATIONS: I. NATIONAL ELECTRIC CODE. 2. STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS, NFPA 90A. 3. CODE FOR SAFETY TO LIFE FROM FIRE IN BUILDINGS AND STRUCTURES, NFPA 101. 4. FEDERAL OCCUPATIONAL SAFETY AND HEALTH STANDARDS. 5. STATE MECHANICAL CODE. 6. STATE BUILDING CODE 7. STATE INDUSTRIAL COMMISSION REQUIREMENTS. 6. LOCAL BUILDING CODE REQUIREMENTS. 9. BUILDING INSURING AGENCY REQUIREMENTS. 10. STATE PLUMBING CODE. 11. NFPA. E. ALL PERMITS REQUIRED BY LAWS, ORDINANCES AND BUILDING CODES HAVING JURISDICTION SHALL BE OBTAINED AT THE PROPER TIME BY AND AT THE EXPENSE OF THIS CONTRACTOR. F. CONTRACTOR SHALL OBTAIN ALL INSPECTIONS REQUIRED BY ALL LAWS, ORDINANCES AND PUBLIC AUTHORITY HAVING JURISDICTION AND SHALL OBTAIN CERTIFICATES OF SUCH INSPECTIONS AND SUBMIT SAME TO THE ARCHITECT AND SHALL PAY ALL FEES, CHARGES, ASSESSMENTS AND OTHER EXPENSES IN CONNECTION THEREWITH. G. PIPING AND EQUIPMENT LAYOUT IS SCHEMATIC. EXACT LOCATIONS ARE DETERMINED BY STRUCTURAL AND OTHER CONDITIONS. DESIGN OF SYSTEM MAY NOT BE CHANGED. ONLY EXACT LOCATION OF PIPING AND DUCTS MAY BE REVISED TO SUIT CONSTRUCTION CONDITIONS AND AID IN COORDINATION WITH WORK OF OTHER CONTRACTORS. H, THE MATERIALS AND EQUIPMENT INSTALLED IN THE WORK SHALL MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND NO MATERIALS OR EQUIPMENT SHALL BE ORDERED UNTIL REVIEWED BY THE ENGINEER, LANDLORD AND /OR ARCHITECT. I. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PER THE DOCUMENTS PROVIDED BY THE TENANT /CONTRACTOR. J. CATALOG DATA FOR EQUIPMENT REVIEWED BY THE ARCHITECT SHALL NOT SUPERSEDE THE ENGINEER'S CONTRACT DOCUMENTS. THE REVIEW OF THE ENGINEER SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS, PROVIDING PROPER CLEARANCE, FABRICATION PROCESS AND COORDINATION WITH OTHER TRADES. K. WHEN SUBMITTED FOR THE ARCHITECT'S REVIEW, SHOP DRAWINGS SHALL BEAR THE CONTRACTOR'S CERTIFICATION THAT THE CONTRACTOR HAS REVIEWED, CHECKED AND APPROVED THE SHOP DRAWINGS, THAT THEY ARE IN HARMONY WITH THE REQUIREMENTS OF THE PROJECT AND WITH THE PROVISIONS OF THE CONTRACT DOCUMENTS AND THAT THE CONTRACTOR HAS VERIFIED ALL FIELD MEASUREMENTS AND CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMBERS AND SIMILAR DATA. CONTRACTOR SHALL ALSO CERTIFY THAT THE WORK REPRESENTED BY THE SHOP DRAWINGS IS RECOMMENDED BY THE CONTRACTOR AND THE CONTRACTOR'S GUARANTEE WILL FULLY APPLY. L. ALL CONTRACTORS SUBMITTING PROPOSALS FOR THIS WORK SHALL FIRST EXAMINE THE SITE AND ALL CONDITIONS THEREIN. ALL PROPOSALS SHALL TAKE INTO CONSIDERATION ALL SUCH CONDITIONS AS MAY AFFECT THE WORK UNDER THIS CONTRACT. THE SUBMITTING OF A BID AUTOMATICALLY IMPLIES THAT THIS EXAMINATION OF SITE HAS BEEN DONE. M. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES AND NOTE CONDITIONS WHICH WOULD AFFECT THE WORK. ALL DISCREPANCIES SHALL THEN BE REPORTED PRIOR TO THE BID AWARD. N. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING LANDLORD. RECORD DRAWINGS SHALL INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, GENERAL CONFIGURATION OF DISTRIBUTION SYSTEM INCLUDING SIZES. O. ANY REFERENCE TO TENANT OR TENANT CONSTRUCTION MANAGER, OR FURNISHED BY ANY OF THE ABOVE, REFERS TO SOMA INTIMATES INC. P. REFER TO RESPONSIBILITY SCHEDULE ON SHEET GI.2 FOR INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. Q. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS I. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE, SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 2. CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO TENANT CONSTRUCTION MANAGER FOR APPROVAL. SUBMISSIONS SHALL HE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR TENANT CONSTRUCTION MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF THE CONTRACTOR AND THE SUB - CONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. R. DEMOLITION I. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF EXISTING WORK. FIELD VERIFY AND COORDINATE ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT AND PROTECT EQUIPMENT TO REMAIN DURING CONSTRUCTION. S. WARRANTY AND GUARANTEE I. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND LABOR PROVIDED UNDER THIS CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT NO ADDITIONAL COST ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT DISCOVERED WITHIN 12 MONTHS FROM THE DATE OF CERTIFICATE OF OCCUPANCY. THIS GUARANTEE SHALL EXTEND TO LABOR AND MISCELLANEOUS MATERIALS REQUIRED FOR THE INSTALLATION OF EQUIPMENT. THE CONTRACTOR 15 RESPONSIBLE TO VERIFY, COORDINATE AND FOLLOW ALL PROPER HANDLING AND INSTALLATION TECHNIQUES WITH MANUFACTURER(S) IN ORDER TO MAINTAIN MANUFACTURER'S WARRANTY. 2. CHICO'S FAS NATIONAL ACCOUNTS REPRESENTATIVE SHALL PROVIDE A COMPLETE 12 MONTH WARRANTY FOR ALL PARTS ON EQUIPMENT OR MATERIALS PROVIDED THROUGH CHICO'S FAS NATIONAL ACCOUNT REPRESENTATIVE STARTING ON THE STORE OPENING DATE. THIS WARRANTY SHALL INCLUDE ALL COSTS TO REPAIR OR REPLACE ANY DEFECTIVE PART WITH THE EXCEPTION OF DAMAGE RESULTING FROM MANUFACTURER'S WRITTEN INSTRUCTIONS. 22 06 00 PLUMBING BASIC MATERIALS AND METHODS A. .PROVIDE AND ERECT THE FOLLOWING PIPING AS SHOWN ON THE DRAWINGS AND /OR AS REQUIRED. I. SANITARY BUILDING DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE. 2. SCHEDULE 40 PVC PIPING CAN BE USED FOR SANITARY WASTE AND VENT PIPING WHERE LOCAL CODE ALLOWS AND WITH APPROVAL FROM LANDLORD. PVC NOT ALLOWED IN RETURN AIR PLENUM. 3. DOMESTIC HOT AND COLD WATER USE TYPE "L" HARD COPPER PIPE. B. CONTRACTOR IS TO BECOME INFORMED OF THE EXACT DIMENSIONS OF FINISHED WORK WHERE PIPES ARE TO BE PLACED AND WILL ARRANGE THE WORK ACCORDINGLY, ASSUMING ALL RESPONSIBILITY FOR PROPER LOCATION. IN THE ERECTION OF THE MAINS, SPECIAL CARE SHALL BE USED PROVIDING SUPPORT AND PROPER ALLOWANCES SHALL BE MADE FOR EXPANSION. C. ALL PIPE LINES MUST BE PROVIDED WITH A SUFFICIENT NUMBER OF FITTINGS OR UNIONS TO MAKE POSSIBLE DISASSEMBLY WITHOUT BREAKAGE OF FITTINGS. D. ALL EXPOSED PIPING SHALL BE NEAT AND CAREFULLY ALIGNED WITH THE STRUCTURAL ELEMENTS OF THE BUILDING. NO OFFSETS OR OBLIQUE BENDS WILL BE PERMITTED. DRAWINGS ARE DIAGRAMMATIC AND SHOULD NOT BE USED FOR LAYOUT WORK. E. ALL LOW POINTS IN WATER PIPING TO HAVE DRAIN VALVES WITH STANDARD HOSE ATTACHMENTS. HOT AND COLD WATER PIPING IS TO PITCH TOWARD THE NEAREST DRAIN VALVE. F. ALL PIPES TO BE INSTALLED SHALL BE LOCATED AT SUFFICIENT DISTANCE FROM WALLS, OTHER PIPES, CONDUIT, DUCTWORK AND OTHER OBSTACLES TO AVOID INTERFERENCE AND TO PERMIT THE APPLICATION OF FULL THICKNESS OF INSULATION SPECIFIED. G. MECHANICAL JOINT TYPE PIPING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 22 13 16 HOT AND COLD WATER, SANITARY WASTE AND VENT PIPING A. BUILDIN DRAIN, OI G AIN R S L , WASTE AND VENT LINES SHALL BE SERVICE G E WEI HT CAST IRON HUBLESS PIPE WITH STAINLESS STEEL AT COUPLINGS. SCHEDULE .40 PVC MAY BE USED FOR SANITARY WASTE AND VENT PIPING WHERE ALLOWED BY LOCAL CODE AND WITH APPROVAL OF LANDLORD. PVC NOT ALLOWED IN RETURN AIR PLENUM. B. VENT STACKS SHALL EXTEND THROUGH THE BUILDING, TERMINATING 12" ABOVE THE ROOF. STANDARD FLASHING SHALL BE EXTENDED 12" IN ALL DIRECTIONS FROM THE VENT TERMINAL AND TURNED DOWN INTO VENT. FLASHING UNITS AS MADE BY STONEMAN CAULK TYPE NO. 51110 -4 MAY BE USED IN LIEU OF FIELD FABRICATED FLASHING. C. HORIZONTAL RUNS SHALL BE GIVEN AS STEEP A PITCH TOWARD THE OUTLET AS CONDITIONS WILL PERMIT BUT NOT LESS THAN 1/5" PER FOOT. D. FULL "Y" BRANCH FITTINGS AND EXTENSION WITH BRASS NIPPLES AND FINISHED SCREW PLUGS FOR CLEANO,UTS SHALL BE PLACED IN ACCESSIBLE POSITIONS AT ENDS OF HORIZONTAL LINES OF PIPE AND AT FOOT OF ALL VERTICAL LINES OF PIPE OR ELSEWHERE, AS MAY BE REQUIRED BY THE CODE E. WHERE CLEANOUTS OCCUR IN FINISHED AREAS, THEY SHALL BE RECESSED AND COVERS TO BE FLUSH WITH THE FLOOR OR WALL. F. HOT AND GOLD WATER PIPING, ABOVE GROUND, SHALL BE TYPE "L" HARD COPPER TUBE WITH SOLDER FITTINGS. EXPOSED PIPING AT FIXTURES SHALL CHROME PLATED BRASS. G. ALL COPPER TUBING SHALL HAVE SWEAT JOINTS AND BE CLEAN OF SCALE AND FOREIGN MATTER BEFORE INSTALLATION. ALL ENDS OF TUBING TO BE SWEATED SHALL BE REAMED, CLEANED AND BURNISHED TO REMOVE DIRT AND OXIDE. HARD 95 -5 SOLDER SHALL BE USED AND APPLIED TO THE JOINTS ACCORDING TO STANDARD PRACTICE AND /OR MANUFACTURER'S RECOMMENDATIONS. SUITABLE ADAPTERS SHALL BE USED AT CONNECTION TEQUIPMENT. H. EACH HOT AND COLD WATER BRANCH SHALL BE PROVIDED WITH A GATE VALVE SHUT -OFF AND EACH FIXTURE SHALL BE PROVIDED WITH A STOP VALVE. 22 41 16 STERILIZATION A. STERILIZE NEW DOMESTIC WATERLINES AFTER INSTALLATION. B. FURNISH A CERTIFICATE OF STERILIZATION AND APPROVAL FOR HUMAN CONSUMPTION TO BE SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THIS STATE, REGULARLY EMPLOYED BY THE TESTING LABORATORY. CERTIFICATE MUST BE GIVEN TO THE ENGINEER AND TENANT BEFORE FINAL PAYMENT WILL BE MADE. C. STERILIZATION SHALL BE BY MEANS OF CHLORINE INJECTED INTO THE WATER SYSTEM NEAR THE SOURCE AND OUTLETS THROUGHOUT THE SYSTEM SHALL BE TESTED TO PROVE PRESENCE OF MINIMUM REQUIREMENTS. LEAVE CHLORINE IN FOR 24 HOURS AND FLUSH OUT SYSTEM UPON COMPLETION OF WORK. SEND DOCUMENTATION ON OFFICIAL LETTERHEAD OF TESTING LABORATORY TO TENANT AND ENGINEER AFTER STERILIZATION. D. STERILIZATION SHALL BE PERFORMED UNDER THE IMMEDIATE SUPERVISION OF A WATER TESTING LABORATORY REGULARLY ENGAGED IN THE SERVICE AND SHALL BE DONE ACCORDING TO THEIR INSTRUCTIONS. E. PROVIDE CERTIFICATE OF STERILIZATION IN FINAL CLOSE OUT PACKAGE TO BE DELIVERED TO TENANT PROJECT MANAGER. 22 53 00 ELECTRIC WATER HEATER A. INSTALL ELECTRIC WATER HEATER AND ACCESSORIES, AS FURNISHED BY CHICO'S FAS NATIONAL ACCOUNT REPRESENTATIVE, AND AS INDICATED ON THE DRAWINGS. B. INSTANTANEOUS TYPE ELECTRIC WATER HEATER HARD WIRED TO ELECTRICAL POWER. C. FURNISH AND INSTALL A THERMOSTATIC MIXING VALVE THAT READS IN DEGREES FAHRENHEIT AND SET TO PROVIDE MAXIMUM 105 °F HOT WATER TO LAV FAUCET. 22 57 00 PLUMBING FIXTURES AND EQUIPMENT A. VALVES TO BE AS FOLLOWS: I. 125 LB. S.W.P. GATE, GLOBE AND CHECK VALVES: 2. BALL (2 -1/2" AND SMALLER) - ALL BRONZE, TEFLON STEM SEALS AND SEAT, 1/4 TURN SHUT -OFF, VINYL COVERED HANDLES. 3. CHECK (2 -1/2" AND SMALLER) - ALL BRONZE, SCREWED, HORIZONTAL SWING CHECK WITH BRONZE DISC. B. VALVES SHALL BE MILWAUKEE. EQUAL PRODUCTS BY CRANE, HAMMOND, POWELL, WALWORTH, NORTHERN INDIANA BRASS COMPANY OR STOCKHAM MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. C. UNIONS TO BE AS FOLLOWS: I. UNIONS FOR COPPER PIPE TO BE 150LB., ALL BRONZE, SOLDER END TYPE BY CHASE. EQUAL PRODUCTS BY CRANE, MUELLER OR NORTHERN INDIANA BRASS COMPANY MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. 2. DIELECTRIC UNIONS BETWEEN FERROUS AND COPPER SHALL BE INSULATED TO PREVENT METAL -TO -METAL CONTACT AND SHALL BE MANUFACTURED BY CAPITAL MANUFACTURING COMPANY OF COLUMBUS, OHIO. EQUAL PRODUCTS BY PATROL OR PECO SALES COMPANY D. WATER CLOSETS, URINALS AND LAVATORIES SHALL BE VITREOUS CHINA BY AMERICAN STANDARD AS FURNISHED BY CHICO'S FAS NATIONAL ACCOUNTS REPRESENTATIVE, AND INSTALLED BY CONTRACTOR. INSTALL PER ADA REQUIREMENTS. 22 57 13 INSULATION A, PIPE INSULATION AND APPURTENANCES AND COVERINGS ON PIPES USED IN CHASES, SHAFTS OR OTHER CONCEALED SPACES IN TYPES 1 AND 2 CONSTRUCTION SHALL HAVE A FLAME SPREAD RATING NOT EXCEEDING TWENTY -FIVE (25) AND IN TYPE 3 AND 4 CONSTRUCTION NOT EXCEEDING SEVENTY -FIVE (75) AND A SMOKE DEVELOPED RATING NOT EXCEEDING FIFTY (50). B. INSULATION SHALL BE SCHULLER MICRO -LOK 650 FIBERGLASS WITH FACTORY APPLIED ALL SERVICE JACKET WITH SELF- SEALING TAPE. INSULATION SHALL LIMIT HEAT LOSS TO 25 BTU /HR. /SQ.FT. OF PIPE SURFACE WITH 55 DEGREES AMBIENT, AND SHALL BE 1/2" THICK ON COLD WATER PIPING AND 1" THICK ON HOT WATER PIPING. APPLY INSULATION ALL THE WAY TO POINT OF CONNECTION AT EACH PIECE OF EQUIPMENT INCLUDING HOT WATER HEATER. C. GLUE IN PLACE WITH SCHULLER U -GLUE. D. PIPE FITTINGS, ELBOWS AND VALVES SHALL BE INSULATED WITH SCHULLER ZESTON INSULATION AND HAVE FACTORY PRE- MOLDED PVC COVERS. BUTT THE JOINTS TOGETHER AND WRAP WITH 3" NI DE STRIP TAPE, SEAL IN PLACE WITH SCHULLER U -GLUE. E. INSULATION SHALL NOT BE APPLIED UNTIL THE GENERAL CONSTRUCTION HAS PROGRESSED SUFFICIENTLY TO INSURE AGAINST PHYSICAL OR MOISTURE DAMAGE TO THE INSULATION. ALL INSULATION DAMAGED THROUGH FAILURE TO OBSERVE THIS DIRECTIVE SHALL BE REPLACED BY CONTRACTOR AT CONTRACTOR'S EXPENSE. F. INSTALL ALL INSULATION ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. G. INSTALL INSULATION OVER ALL LANDLORD PIPING WITHIN DEMISED PREMISES. H. INSULATION SHALL NOT BE APPLIED OVER FLANGES, JOINTS AND SEAMS IN PIPING. CONTINUE INSULATION TO POINT OF CONNECTION AT EQUIPMENT OR FIXTURE. I. INSULATION SHALL BE SCHULLER. EQUAL PRODUCT BY ARMSTRONG, CERTAINTEED, OWENS- CORNING OR KNAUF MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. 22 58 00 PLUMBING SYSTEM TESTING A. SYSTEM TESTING SHALL PROVIDE FOR THE FOLLOWING: I. TEST NEW INTERIOR DOMESTIC WATER SYSTEM. 2. TEST ALL SOIL, WASTE, AND VENT PIPING. 3. FURNISH ALL PUMPS FOR AIR AND WATER PRESSURE TESTS ALONG WITH GAUGES AND ANY OTHER REQUIRED TEST EQUIPMENT. B. UNDERGROUND LINES TO BE TESTED BEFORE CONCEALED. CONTRACTOR SHALL REPAIR ANY LEAKS AND ALL DAMAGE RESULTING THEREFROM. I. CHANGES IN AMBIENT TEMPERATURE WILL BE TAKEN INTO ACCOUNT WHEN TESTING UNDERGROUND PIPING, HOWEVER, THE VARIOUS SYSTEMS SHALL BE THOROUGHLY INSPECTED FOR LEAKS BEFORE HYDROSTATIC PRESSURE TESTS ARE CONCLUDED. 2. INTERIOR WATER PIPING: HYDROSTATIC TEST AT 125 PSI ANNA PROCEDURES. 3. SOIL, WASTE, AND VENT PIPING SHALL BE WATER AND SMOKE OR AIR TIGHT (STATE PLUMBING CODE). C. MEASURE LEAKAGE BY METERING WATER REQUIRED TO MAINTAIN LINE PRESSURE. REMOVE AIR BEFORE TESTING. D. REPAIR ANY LEAKING JOINTS AND DEMONSTRATE ACCEPTABLE LEAKAGE TO SATISFACTION OF TENANT'S REPRESENTATIVE AND APPROVING AUTHORITY. FLUSH ALL PIPING BEFORE PLACING INTO OPERATION. RECEIVED CITY OF TUKWILA OWNER: chico's 11215 METRO PARKWAY FT. MYERS, FL. 33966 ARCHITECT / ENGINEER: info @shremshock.com 0 V C c3) O a) C C • W pc U c N E`� N 'c M r Coco f: 614 545 4555 0 4-. THE ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE SHOWN ON THE SEAL. THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. Join a INTIMATES STORE NO: 5381 PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 DESIGN TYPE: LINEN & LACE REVISIONS: REQUIRED BY: DATE • INDICATES NO REVISION TO THIS SHEET DRAWN BY: WRG CHECKED BY: JTP DRAWING TITLE: MECHANICAL SPECIFICATIONS DATE ISSUED: .11/07/2012 PROJECT NO: 120421 FIRE PROTECTION AND PLUMBING SPECIFICATIONS APPROVAL DRAWING NO: M4.0 23 05 00 GENERAL PROVISIONS FOR HVAC A. PROVIDE ALL MATER IAL S AND EQUIPMENT A D PERFORM ALL LABO R REQ UIRED TO INSTALL A I ON THE DRAWIN S AS HEATING, VENTILATING, AIR CONDITIONING SYSTEM, COMPLETE AS INDICATED G , REQUIRED BY CODE AND AS SPECIFIED HEREIN. B. THE GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED IS TO PROVIDE POWER WIRING FOR EACH ITEM OF ELECTRICAL EQUIPMENT AND MAKE FINAL CONNECTIONS TO MOTORS. C. ALL FINISH PAINTING IS TO BE PERFORMED BY THE GENERAL CONTRACTOR, EXCEPT AS NOTED ELSEWHERE. GENERAL CONTRACTOR, AT THIS CONTRACTOR'S EXPENSE, SHALL RESTORE TO ORIGINAL CONDITION ANY PAINTING DEFACED DURING CONSTRUCTION AND AFTER ORIGINAL PAINTING. D. ALL WORK SHALL CONFORM TO CODES, RULES, AND REGULATIONS: I. NATIONAL ELECTRIC CODE. 2. STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS, NFPA 9OA. 3. CODE FOR SAFETY TO LIFE FROM. FIRE IN BUILDINGS AND STRUCTURES, NFPA 101. 4. FEDERAL OCCUPATIONAL SAFETY AND I- IEALTH STANDARDS. 5. STATE MECHANICAL CODE. 6. STATE BUILDING CODE 7. STATE INDUSTRIAL COMMISSION REQUIREMENTS. 6. LOCAL BUILDING CODE REQUIREMENTS. 9. BUILDING INSURING AGENCY REQUIREMENTS. 10. STATE PLUMBING CODE. II. NFPA. E. ALL PERMITS REQUIRED BY LAWS, ORDINANCES AND BUILDING CODES HAVING JURISDICTION SHALL BE OBTAINED AT THE PROPER TIME BY AND AT THE EXPENSE OF THIS CONTRACTOR. F. CONTRACTOR SHALL OBTAIN ALL INSPECTIONS REQUIRED BY ALL LAWS, ORDINANCES AND PUBLIC AUTHORITY HAVING JURISDICTION AND SHALL OBTAIN CERTIFICATES OF SUCH INSPECTIONS AND SUBMIT SAME TO THE ARCHITECT AND SHALL PAY ALL FEES, CHARGES, ASSESSMENTS AND OTHER EXPENSES IN CONNECTION TPERENITH, G. PIPING AND EQUIPMENT LAYOUT IS SCHEMATIC. EXACT LOCATIONS ARE DETERMINED BY STRUCTURAL AND OTHER CONDITIONS. DESIGN OF SYSTEM MAY NOT BE CHANGED. ONLY EXACT LOCATION OF PIPING AND DUCTS MAY BE REVISED TO SUIT CONSTRUCTION CONDITIONS AND AID IN COORDINATION WITH WORK OF OTHER CONTRACTORS. H. THE MATERIALS AND EQUIPMENT INSTALLED IN THE WORK SHALL MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND NO MATERIALS OR EQUIPMENT SHALL BE ORDERED UNTIL REVIEWED BY THE ENGINEER, LANDLORD AND /OR ARCHITECT. I. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PER THE DOCUMENTS PROVIDED BY THE TENANT /CONTRACTOR. J. CATALOG DATA FOR EQUIPMENT REVIEWED BY THE ARCHITECT SHALL NOT SUPERSEDE THE ENGINEER'S CONTRACT DOCUMENTS. THE REVIEW OF THE ENGINEER SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS, PROVIDING PROPER CLEARANCE, FABRICATION PROCESS AND COORDINATION WITH OTHER TRADES. K. WHEN SUBMITTED FOR THE ARCHITECT'S REVIEW, SHOP DRAWINGS SHALL BEAR THE CONTRACTOR'S CERTIFICATION THAT THE CONTRACTOR HAS REVIEWED, CHECKED AND APPROVED THE SHOP DRAWINGS, THAT THEY ARE IN HARMONY WITH THE REQUIREMENTS OF THE PROJECT AND WITH TI-4E PROVISIONS OF THE CONTRACT DOCUMENTS AND THAT THE CONTRACTOR HAS VERIFIED ALL FIELD MEASUREMENTS AND CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMBERS AND SIMILAR DATA. CONTRACTOR SHALL ALSO CERTIFY THAT THE WORK REPRESENTED BY THE SHOP DRAWINGS IS RECOMMENDED BY THE CONTRACTOR AND THE CONTRACTOR'S GUARANTEE WILL FULLY APPLY. L. ALL CONTRACTORS SUBMITTING PROPOSALS FOR THIS WORK SHALL FIRST EXAMINE THE SITE AND ALL CONDITIONS THEREIN. ALL PROPOSALS SHALL TAKE INTO CONSIDERATION ALL SUCH CONDITIONS AS MAY AFFECT THE WORK UNDER TI-415 CONTRACT. THE SUBMITTING OF A BID AUTOMATICALLY IMPLIES THAT THIS EXAMINATION OF SITE PAS BEEN DONE. M. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES AND NOTE CONDITIONS WHICH WOULD AFFECT THE NORK. ALL DISCREPANCIES SI-IALL THEN BE REPORTED PRIOR TO THE BID AWARD. N. PROVIDE INSTRUCTION TO LANDLORD'S OPERATING PERSONNEL AS NECESSARY, SHOWING LOCATIONS AND PROPER OPERATION OF MAJOR ITEMS OF EQUIPMENT AND SYSTEM COMPONENTS AND REFERRING TO THE OPERATING INSTRUCTION MANUAL DESCRIBED BELOW AS A GUIDE. 0, COMPILE WRITTEN MANUAL OF OPERATING INSTRUCTIONS INCLUDING COPIES OF SHOP DRAWINGS AND A LISTING OF EQUIPMENT SUPPLIERS. ASSEMBLE IN 8 -1/2" X 11" HARD BACKED INDEXED BINDER. MATERIAL SHALL BE AS FOLLOWS: 1. TITLE PAGE: TITLE OF JOB, LANDLORD /TENANT, ADDRESS, DATE, SUBMISSION, CONTRACTOR AND ENGINEER. 2. INDEX 3. LIST OF MAJOR EQUIPMENT USED IN PROJECT ACCOMPANIED BY CONTRACTOR PURCHASE ORDER NUMBERS AND SUPPLIERS NAMES AND ADDRESSES. 4. ONE COPY OF EACH SHOP DRAWING GROUPED BY TYPES OF EQUIPMENT (I.E., ROOFTOP UNITS, FANS, ETC. ) 5. SECTION FOR EACH SYSTEM INCLUDING: BRIEF DESCRIPTION OF SYSTEM OPERATION WITH LOCATION OF MAJOR COMPONENTS. b. NVAC SYSTEM MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS AND SCHEMATICS. P. SUBMIT A COMPLETED COPY TITLED "NVAC OPERATING INSTRUCTION MANUAL" ON THE BINDING EDGE OF BINDER TO ARCHITECT FOR APPROVAL. AFTER ARCHITECT'S REVIEW AND ANY CORRECTIONS REQUIRED ARE COMPLETED, SUBMIT A COPY OF THE MANUAL TO THE LANDLORD. Q. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING LANDLORD. RECORD DRAWINGS SHALL INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, GENERAL CONFIGURATION OF DUCT DISTRIBUTION SYSTEM INCLUDING SIZES, AND THE AIR DESIGN FLOW RATES. R. ANY REFERENCE TO TENANT OR TENANT CONSTRUCTION MANAGER, OR FURNISHED BY ANY OF THE ABOVE, REFERS TO SOMA INTIMATES INC. S. REFER TO RESPONSIBILITY SCHEDULE ON SHEET G1.2 FOR INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. T. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 2. CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO TENANT CONSTRUCTION MANAGER FOR APPROVAL. SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR TENANT CONSTRUCTION MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF THE CONTRACTOR AND THE SUB - CONTRACTOR SHOWING THAT NE HAS REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS NAVE BEEN TAKEN. U. DEMOLITION 1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF EXISTING NORK. FIELD VERIFY AND COORDINATE ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT AND PROTECT EQUIPMENT TO REMAIN DURING CONSTRUCTION. V. FINAL NVAC INSPECTIONS 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, TENANT SHALL HAVE AN INDEPENDENT CONTRACTOR INSPECT THE FINISHED 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 CONTRACTOR UP TO PLANS AND SPECIFICATION REQUIREMENTS. W. WARRANTY AND GUARANTEE 1. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND LABOR PROVIDED UNDER THIS CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT NO ADDITIONAL COST ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT DISCOVERED WITHIN 12 MONTHS FROM THE DATE OF CERTIFICATE OF OCCUPANCY. T1-1I5 GUARANTEE SHALL EXTEND TO LABOR AND MISCELLANEOUS MATERIALS REQUIRED FOR THE INSTALLATION OF EQUIPMENT FURNISHED THROUGH TENANT NATIONAL ACCOUNTS REPRESENTATIVE, BUT SHALL NOT OVERLAP WITH WARRANTY PROVIDED BY MANUFACTURER. THE CONTRACTOR IS RESPONSIBLE TO VERIFY, COORDINATE AND FOLLOW ALL PROPER HANDLING AND INSTALLATION TECHNIQUES WITH MANUFACTURER(S) IN ORDER TO MAI NTAIN MANUFACTURER'S WARRANTY. 2. CHIGO'S FAS NATIONAL ACCOUNTS REPRESENTATIVE SI-IALL PROVIDE A COMPLETE 12 MONTH WARRANTY FOR ALL PARTS ON EQUIPMENT OR MATERIALS PROVIDED TNROUGP CHICOIS FAS NATIONAL ACCOUNTS REPRESENTATIVE STARTING ON TPE STORE OPENING DATE. THIS WARRANTY SHALL INCLUDE ALL COSTS TO REPAIR OR REPLACE ANY DEFECTIVE PART WITH THE EXCEPTION OF DAMAGE RESULTING FROM HANDLING OR INSTALLATION THAT IS NOT IN ACCORDANCE NITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 23 05 01 HVAC BASIC MATERIALS AND METHOD A. THIS CONTRACTOR IS TO BECOME INFORMED OF THE EXACT DIMENSIONS OF FINISHED WORK WHERE WO ACCORDIN LY PIPES, DUCTS AND EQUIPMENT ARE TO BE PLACED AND WILL ARRANGE THE WORK G , ASSUMING ALL RESPONSIBILITY FOR PROPER LOCATION AND COORDINATION OF THE WORK. B. IN THE ERECTION OF THE DUCTWORK, SPECIAL CARE SHALL BE USED PROVIDING SUPPORT. C. ALL DUCTWORK SHALL BE PLACED SO AS TO AVOID INTERFERENCE WITH PLUMBING PIPES, ELECTRIC CONDUITS OR PIPES OF OTHER CONTRACTORS. D. ALL DUCTWORK MUST BE PROVIDED WITH SUFFICIENT DISTANCE FROM WALLS, PIPES AND OTHER OBSTACLES TO PERMIT THE APPLICATION OF FULL THICKNESS OF INSULATION SPECIFIED. E. THIS CONTRACTOR SHALL PERFORM AN ACCURATE AND COMPLETE BALANCE OF AIR SYSTEMS AS PART OF THIS CONTRACT, WHICH SHALL BE COMPLETED BEFORE FINAL ACCEPTANCE OF THE WORK OF THIS CONTRACT. AIR BALANCE SHALL BE SUBCONTRACTED TO A CERTIFIED MEMBER OF ASSOCIATED AIR BALANCE COUNCIL. F. VIBRATION ISOLATION DEVICES i. VIBRATION ISOLATION DEVICES SHALL BE FURNISHED AND INSTALLED WITH SUPPORTS BETWEEN VIBRATING EQUIPMENT AND THE STRUCTURE (FANS, AIR HANDLERS, ETC.) BY THIS CONTRACTOR. 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 AT THE UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. S. CONSULT MANUFACTURER FOR APPLICATION DATA. 23 0593 TESTING, ADJUSTING AND BALANCING FOR HVAC A. ALL AIR DISTRIBUTION SYSTEMS ARE TO BE BALANCED IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING STANDARDS BY AN INDEPENDENT THIRD PARTY CONTRACTOR CERTIFIED BY THE ASSOCIATED AIR BALANCE COUNCIL (AABC). DUCTED AIR RATES ARE TO BE MEASURED AND ADJUSTED TO DELIVER FINAL FLOW RATES WITHIN 10% OF DESIGN RATES. GENERAL CONTRACTOR TO DO ALL ADJUSTMENTS REQUIRED TO BALANCE THE SYSTEM WITHIN THE DESIGN PARAMETERS. UNITS RPMS ARE TO BE ADJUSTED FIRST TO GET THE UNIT TO THE LOWEST RPMS TO DELIVER THE REQUIRED CFM TO THE DIFFUSERS, THEN THE DAMPERS TO THE DIFFUSERS ARE TO BE ADJUSTED TO BALANCE THE SYSTEM. GENERAL CONTRACTOR IS TO PROVIDE ALL LABOR AND MATERIALS REQUIRED TO BALANCE THE SYSTEM. B. AFTER CORRECTING BALANCE OF ALL AIR SYSTEMS TO WITHIN 10% OF DESIGNED VALUES, SUBMIT FINAL AIR BALANCE REPORTS TO ARCHITECT, ENGINEER AND CHIGO'S. FINAL BALANCE REPORT MUST INDICATE AIR VALUES WITHIN 10% OF DESIGN, OR MUST STATE THE REASON THAT THE APPROPRIATE BALANCE COULD NOT' BE ACHIEVED. C. GENERAL CONTRACTOR SHALL REVIEW AIR BALANCE REPORT PRIOR TO SUBMISSION OF REPORT TO ENGINEER AND ARCHITECT. IF ENGINEER OR ARCHITECT REVIEW THE AIR BALANCE REPORT MULTIPLE TIMES DUE TO THE CONTRACTOR NOT FOLLOWING THESE GUIDELINES OR SENDING A PRELIMINARY REPORT FOR REVIEW IN LIEU OF THE FINAL REPORT, THE CONTRACTOR WILL BE BACKCHARGED FOR ALL REVIEWS BEYOND THE FIRST. D. VERIFY CONTROLS DURING BALANCING, INCLUDING HUMIDITY CONTROLS WHERE APPLICABLE. 23 06 00 CEILING EXHAUST FANS A. GENERAL CONTRACTOR PROVIDED CEILING EXHAUST FANS BASED ON BROAN SHALL BE OF THE CENTRIFUGAL DIRECT DRIVE TYPE. THE FAN HOUSING SHALL BE CONSTRUCTED OF HEAVY GAUGE GALVANIZED STEEL. THE HOUSING INTERIOR SHALL BE LINED WITH 1/2" ACOUSTICAL INSULATION. THE OUTLET DUCT COLLAR SHALL INCLUDE AN ALUMINUM BACKDRAFT DAMPER AND SHALL BE ADAPTABLE FOR HORIZONTAL DISCHARGE. B. THE ACCESS FOR WIRING SHALL BE EXTERNAL. THE MOTOR DISCONNECT SHALL BE INTERNAL AND OF THE PLUG TYPE. C. THE MOTOR SHALL BE MOUNTED ON VIBRATION ISOLATORS. THE FAN NI-IEEL SHALL BE OF THE FORWARD CURVED CENTRIFUGAL TYPE AND DYNAMICALLY BALANCED. D. ALL FANS SHALL BEAR THE AMCA CERTIFIED RATINGS SEAL FOR SOUND AND AIR PERFORMANCE AND SHALL BE U.L. LISTED. CAPACITIES AS SHOWN ON THE DRAWINGS. E. WIRING BY THE GENERAL CONTRACTOR. F. FANS SHALL BE BROAN OR EQUAL TO MODELS SHOWN ON SHEET M2.0. 23 07 00 HVAC INSULATION A. DUCT INSULATION AND APPURTENANCES SHALL HAVE A FLAME SPREAD RATING NOT EXCEEDING TWENTY -FIVE (25) AND A SMOKE DEVELOPED RATING NOT EXCEEDING FIFTY (50). B. RECTANGULAR DUCTWORK CONCEALED FROM VIEW SHALL HAVE I" THICK FIBERGLASS DUCT LINER LAMINATED AND PINNED TO DUCT WITH 1.0 PCF DENSITY AND R -VALUE OF 4.2 MIN. OWENS- CORNING COMMERCIAL GRADE FIBERGLASS DUCT LINER. C. ROUND DUCTWORK CONCEALED FROM VIEW SHALL NAVE FLEXIBLE FIBERGLASS DUCT WRAP LAMINATED TO FOIL REINFORCED KRAFT VAPOR BARRIER FACING WITH 2" STAPLING FLANGE AND MIN. INSTALLED R -VALUE OF 4.2. OWENS- CORNING COMMERCIAL GRADE FIBERGLASS DUCT WRAP TYPE 100. D. E. EXPOSED ROUND AND RECTANGULAR DUCTWORK SHALL HAVE NO INSULATION. ALL DUCTWORK IN UNCONDITIONED SPACES SHALL NAVE INSULATION DUCT WRAP WITH A MINIMUM INSTALLED R -VALUE OF 5.0. CONDITIONED SPACES SHALL HAVE INSULATION DUCT WRAP WITH A MINIMUM INSTALLED R -VALUE OF 4.2. F. INSULATION SHALL NOT BE APPLIED UNTIL THE GENERAL CONSTRUCTION HAS PROGRESSED SUFFICIENTLY TO INSURE AGAINST PHYSICAL OR MOISTURE DAMAGE TO THE INSULATION. ALL INSULATION DAMAGED THROUGH FAILURE TO OBSERVE THIS DIRECTIVE SHALL BE REPLACED AT THIS CONTRACTOR'S EXPENSE. G. H. I . J. HANGER RODS MUST BE PERPENDICULAR TO DUCTWORK BEFORE INSULATION 15 INSTALLED. INSTALL ALL INSULATION ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. INSULATION SHALL BE APPLIED OVER FLANGES, JOINTS AND SEAMS IN PIPING AND DUCTWORK. ALL JOINTS AND SEAMS IN INSULATION SHALL BE PROPERLY SEALED TO MAINTAIN VAPOR BARRIER INTEGRITY. K. INSULATION SHALL BE ONENS- CORNING. EQUAL PRODUCT BY ARMSTRONG, CERTAINTEED, SCI- IULLER OR KNAUF MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. 23 31 13 HVAC AIR DISTRIBUTION AND RETURN SYSTEMS A. PROVIDE AND INSTALL DUCTWORK AND PLENUMS OF SIZE AND LOCATION AS SHOWN ON DRAWIN S G . ALL DUCTS FOR AIR VELOCITIES LESS THAN 2000 FPM AND STATIC PRESSURE IN DUCT 2" OR LESS SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL. THE GAUGE OF STEEL USED IN ALL DUCTS SHALL BE AS FOLLOWS: 1. WHERE GREATER RECTANGULAR DIMENSION IS 12" OR LESS USE 26 GAUGE. 2. WHERE GREATER RECTANGULAR DIMENSION IS FROM 12" THROUGH 30" USE 24 GAUGE. 3. WHERE GREATER RECTANGULAR DIMENSION IS FROM 31" THROUGH 54" USE 22 GAUGE. 4. WHERE GREATER RECTANGULAR DIMENSION IS FROM 55" THROUGH 84" USE 20 GAUGE. B. TRANSVERSE JOINTS AND BRACING TO CONFORM TO "I-IVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE" (CURRENT SMACNA). C. ALL DUCTS SHALL BE RIGID AND SHALL BE CROSS- BROKEN, PROPERLY STIFFENED WITH SUITABLE BRACES, TOES, OR ANGLES TO KEEP THEM TRUE TO SHAPE AND PREVENT BUCKLING. ALL VERTICAL DUCTS SHALL BE OF STRONG ENOUGH CONSTRUCTION TO CARRY 100 LBS. SUSPENDED LOAD FROM HANGERS WITHOUT BUCKLING. SOLDER ALL JOINTS WHERE NECESSARY TO INSURE TIGHT WORK. SEAMS OF ALL DUCTS AND JOINTS SHALL BE HAMMERED TO A SMOOTH SURFACE ON THE INSIDE. D. CONSTRUCTION INCLUDING HANGERS AND SUPPORTING SYSTEMS OF ALL DUCTWORK SHALL ALSO BE IN ACCORDANCE WITH "NVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE" (CURRENT SMACNA). E. FLEXIBLE CONNECTIONS SHALL BE INSTALLED ON THE OUTLET AND INTAKE OF AIR HANDLING UNITS AND FANS. THESE CONNECTIONS SHALL BE AT LEAST 6" LONG, MADE OF NFPA 90A APPROVED FLAMEPROOF FABRIC. F. FURNISH AND INSTALL VOLUME CONTROLLER AND EXTRACTOR AT ALL BRANCH TAKEOFFS IN SUPPLY AND RETURN FROM MAIN DUCTS TO ALL BRANCH DUCTS NHERE SHOWN. UNIT SHALL BE OF TWO GAUGES HEAVIER THAN THE DUCT. G. PROVIDE MANUAL ADJUSTING LEVER FOR EACH UNIT. UNITS SHALL MOVE FROM FULL OPEN TO FULLY CLOSED POSITION TO CONTROL AIR DIRECTION AND VOLUME. H. FURNISH AND INSTALL TURNING VANES IN ALL ELBOWS OF RECTANGULAR DUCTS. THE BLADES TO BE HOLLOW- FORMED DOUBLE THICKNESS VANES. I INSTALL SUPPLY AND RETURN REGISTERS, GRILLES AND DIFFUSERS AS SHOWN ON THE DRAWINGS AND SCHEDULE. J. FLEXIBLE SUPPLY AIR DUCTWORK WITH I" THICK FIBERGLASS BLANKET INSULATION WITH METALIZED FILM VAPOR BARRIER OUTER JACKET. FLEXIBLE DUCT IN RETURN AIR PLENUM TO BE CLEARLY LABELED "CLASS 1" EVERY FOUR FEET. FLEXIBLE DUCT LENGTH MAY NOT EXCEED FIVE FEET. INSULATION SHALL HAVE MIN. INSTALLED R -VALUE OF 4.2. K. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED. L. DUCT CONSTRUCTION SHALL BE AS FOLLOWS: EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT ALL LOW PRESSURE DUCT IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA STANDARDS WITH THE FOLLOWING PRESSURE CLASSIFICATIONS: a. SUPPLY DUCTS: 2" W.G. POSITIVE. b. RETURN AND EXHAUST DUCTS: 2" W.G. NEGATIVE, 2. SEAL ALL LON PRESSURE DUCTS PER SMACNA CLASS B AND ALL MEDIUM PRESSURE DUCTS TO SMACNA CLASS A. 3. REGARDLESS OF ABOVE DUCT CONSTRUCTION AND SEALANT PRESSURE CLASSIFICATIONS, MAXIMUM DUCT AIR LEAKAGE WILL NOT EXCEED 5% AS REQUIRED FOR FINAL AIR BALANCE APPROVAL. M. ROUND DUCTWORK SHALL BE GALVANIZED STEEL WITH SPIRAL LOCK SEAM CONSTRUCTION FOR ALL SIZES 12" DIAMETER AND LARGER. ROUND DUCTWORK SIZES 10" DIAMETER AND SMALLER MAY BE SNAP -LOCK CONSTRUCTION, ALL SNAP -LOCK SEAMS SI-IALL BE SEALED AS DESCRIBED IN THESE SPECIFICATIONS. ROUND FITTINGS SHALL BE GALVANIZED STEEL WITH SPOT WELDED AND BONDED CONSTRUCTION. DUCTWORK SHALL BE AS MANUFACTURED BY UNITED MCGILL, SEMCO, OR APPROVED EQUAL. N. ALL JOINTS AND SEAMS SHALL BE SEALED WITH 2" WIDE, GLASS- FIBER FABRIC REINFORCED TAPE. JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. LIQUID SEALANTS BY UNITED MCGILL CORP., DOW CORNING, MIRACLE ADHESIVES AND SUREBOND INC. NI LL BE ACCEPTED IN LIEU OF TAPE. 0. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 23 33 00 DAMPERS A. RECTANGULAR DUCT GALVANIZED STEEL MANUAL BALANCE AND MOTORIZED DAMPER 6" WIDE 16 GAUGE OPPOSED BLADES, CHANNEL FRAME WITH BRACED CORNERS, CONCEALED LINKAGE, TEFLON FILLED BEARINGS, 3/8" DIAMETER AXLE, 6" LONG CONTROL SHAFT. MOTORIZED DAMPER TO NAVE REPLACEABLE BUTYL RUBBER SEALS INSTALLED ALONG THE TOP, BOTTOM AND SIDES OF THE FRAME, AS NELL AS, ALONG ALL SIDES OF EACH BLADE. B. ROUND GALVANIZED STEEL MANUAL BALANCE DAMPER WITH SINGLE 16 GAUGE BLADE, CHANNEL FRAME, STAINLESS STEEL SLEEVE BEARINGS PRESSED INTO FRAME, 3/8" DIAMETER AXLE EXTENDED 6" FOR CONTROL SHAFT, BLADE STOP. C. EQUIP DAMPERS WITH LOCKING QUADRANTS. D. INSTALL BALANCE DAMPERS NI-IERE SHOWN ON THE DRAWINGS AND ELSEWHERE AS NECESSARY TO OBTAIN PROPER SYSTEM BALANCE. E. CHECK DAMPERS FOR PROPER OPERATION BEFORE AND AFTER INSTALLATION. F. DAMPERS SHALL BE RUSKIN, EQUAL PRODUCT BY AMERICAN WARMING AND VENTILATING, LOUVERS AND DAMPERS, OR PREFCO MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. 23 37 13 AIR DISTRIBUTION DEVICES A. SQUARE CEILING SUPPLY AIR DIFFUSER - STEEL SQUARE CEILING DIFFUSER, REMOVABLE PLAQUE FACE PANEL, ROUND NECK, VOLUME CONTROL DAMPER TITUS MODEL OMNI. B. SQUARE CEILING RETURN AIR REGISTER - STEEL SQUARE CEILING DIFFUSER, REMOVABLE PLAQUE FACE PANEL, ROUND NECK, VOLUME CONTROL DAMPER, TITUS MODEL OMNI. C. RECTANGULAR CEILING RETURN AIR REGISTER - STEEL RECTANGULAR CEILING GRILLE, LOUVERED FACE, RECTANGULAR NECK, VOLUME CONTROL DAMPER, TITUS MODEL 355RL. D. FINISHES - FURNISH ALL AIR DISTRIBUTION DEVICES WITH PRIME COATED AND WHITE BAKED ENAMEL FINISH COAT UNLESS SPECIFIED OTHERWISE. E. COORDINATE AIR DISTRIBUTION DEVICE LOCATIONS WITH ALL AFFECTED CONTRACTORS BEFORE INSTALLING DUCTWORK. SIGNIFICANT DEVIATIONS IN LOCATIONS FROM THOSE SHOWN ON THE DRAWINGS MUST BE APPROVED BY ARCHITECT BEFORE INSTALLATION. F. SUSPEND CEILING AIR DEVICES FROM STRUCTURE ON WIRE HANGERS OR FROM RIGID DUCTWORK. CEILING MUST NOT BE USED TO SUPPORT AIR DISTRIBUTION DEVICES. G. SECURELY FASTEN SIDE NALL AIR DEVICES TO RIGID DUCTWORK OR STRUCTURE. N. AIR DISTRIBUTION DEVICES FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR SHALL BE TITUS OR EQUAL TO MODEL SHOWN ON SHEET M2.0. 23 74 13 ROOFTOP PACKAGED HVAC UNITS A. UNIT SHALL BE ASSEMBLED FAG O Y I 1 T R AIR TO AIR ELECTRIC COOLING NEAT PUMP WI N G P T SUPPLEMENTAL ELECTRIC HEATING UNIT WITH REFRIGERATION SYSTEM, AlR HANDLING SYSTEM CASING AND CONTROLS. B. CABINET SHALL BE GALVANIZED STEEL, BONDERIZED AND COATED WITH BAKED ENAMEL. UNIT SHALL BE ARRANGED FOR ALL EXTERIOR CONNECTIONS TO BE WITHIN ROOF CURB. CABINET SHALL BE LINED WITH 1" THICK NEOPRENE - COATED FIBERGLASS WITH EASILY REMOVABLE SERVICE PANELS TO ALL OPERATING COMPONENTS. C. REFRIGERATION SYSTEM SHALL INCLUDE RECIPROCATING SERVICEABLE HERMETIC COMPRESSORS, CONDENSERS, INTERTWINED CIRCUIT EVAPORATOR COIL, EXPANSION VALVES, SERVICE VALVES, VIBRATION ISOLATORS, CRANKCASE HEATERS, SIGHT GLASSES, FILTER DRIERS, HOT GAS MUFFLERS, AND REFRIGERANT PIPING. SAFETY CONTROLS SHALL INCLUDE FUSIBLE PLUG, LOW AND NIGH PRESSURE THERMOSTATS, COMPRESSOR MOTOR OVERLOADS, TIMER TO PREVENT SHORT CYCLING COMPRESSORS. D. CONDENSER FANS SHALL BE VERTICAL DISCHARGE PROPELLER TYPE DIRECT DRIVEN BY INHERENTLY PROTECTED, PERMANENTLY LUBRICATED MOTORS. E. COILS SHALL HE ALUMINUM PLATE FINS MECHANICALLY BONDED TO SEAMLESS COPPER TUBES WITH ALL JOINTS BRAZED. COILS SHALL BE COATED WHEN WITHIN FIVE (5) MILES OF COAST. F. INDOOR BLOWER SHALL BE FORWARD- CURVED, CENTRIFUGAL, BELT - DRIVEN TYPE, EQUIPPED WITH PERMANENTLY LUBRICATED BEARINGS. G. CONTROLS: I. THE COOLING SYSTEM SHALL BE PROTECTED WITH NIGH PRESSURE THERMOSTATS, LOW PRESSURE THERMOSTATS, ,LOSS -OF- CHARGE PROTECTION, INDOOR COIL FREEZE THERMOSTATS, AND CURRENT AND TEMPERATURE SENSITIVE OVERLOAD DEVICES. 2. ALL DEVICES SHALL BE. WIRED TO PREVENT COMPRESSOR RESTART UNTIL RESET OF CIRCUIT BREAKER. 3. THIS CONTRACTOR SHALL INSTALL HEATING /COOLING "S" SENSOR(S) AND "T" THERMOSTATS) PER PLAN TO PROVIDE CONTROL OF STAGED COOLING AND STAGED HEATING WITH AUTOMATIC CHANGEOVER AND "FAN ON" CONTROL. MOUNT DEVICES AT 48" AFF TO BOTTOM PER ADA. PROVIDE INITIAL PROGRAMMING OF SYSTEM. COORDINATE PROGRAMMING REQUIREMENTS WITH CHICO'S FAS NATIONAL ACCOUNT REPRESENTATIVE, AND PROGRAMMING SECTION BELOW. 4. WHEN THERMOSTAT /SENSOR CALLS FOR COOLING, FIRST STAGE OF COMPRESSOR SHALL ENERGIZE UNTIL SPACE TEMPERATURE IS SATISFIED. AFTER TEN MINUTES, SECOND STAGE OF COMPRESSOR SHALL ENERGIZE UNTIL SPACE TEMPERATURE IS SATISFIED. 5. WHEN THERMOSTAT /SENSOR CALLS FOR HEATING, UNIT HEAT PUMP NEAT WILL ENERGIZE UNTIL SPACE TEMPERATURE IS SATISFIED. AFTER TEN MINUTES, SUPPLEMENTAL ELECTRIC HEAT SHALL ENERGIZE UNTIL SPACE TEMPERATURE IS SATISFIED. 6. FAN SHALL ENERGIZE AND RUN CONTINUOUSLY DURING OCCUPIED HOURS. 7. NVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL ELEMENTS ARE CALIBRATED, ADJUSTED, AND IN PROPER WORKING CONDITION. H. PROGRAMMING OF CONTROLS /SEQUENCE OF OPERATION: I. CONTRACTOR SHALL PROVIDE PROGRAMMING OF I-1VAC CONTROL SYSTEM PER MANUFACTURER'S INSTRUCTIONS AND AS REQUIRED TO MEET THE BELOW OPERATION, 2. SPACE TEMPERATURE SETPOINT - UNOCCUPIED SETPOINTS SHALL BE 78 °F COOLING AND 60 °F HEATING. WARM -UP /OCCUPIED SETPOINTS SHALL BE 72 °F COOLING AND 67 °F HEATING. SETPOINTS SHALL BE LOCKED OUT TO PREVENT ADJUSTMENT MORE THAN 3 °F UP OR DOWN FROM DEFAULT. 3. ALL SETPOINTS ARE ADJUSTABLE - PRIOR TO PROGRAMMING OF CONTROLS SYSTEM, VERIFY SETPOINTS WITH TENANT CONSTRUCTION REPRESENTATIVE. 4. UNIT OPERATION DURING OCCUPIED HOURS, FAN SHALL RUN CONTINUOUSLY ( "FAN ON ") AND UNIT SHALL STAGE COOLING OR HEATING. DURING UNOCCUPIED HOURS, FAN SHALL RUN ONLY WHEN HEATING OR COOLING ARE CALLED FOR ( "FAN AUTO "). 5. OCCUPIED /UNOCCUPIED /WARM -UP - UNOCCUPIED MODE SHALL BE SET FOR ONE HOUR AFTER MALL CLOSING TO ONE HOUR PRIOR TO MALL OPENING. UNOCCUPIED MODE SHALL HAVE MANUAL OVERRIDE. 6. REFER TO CONTROLS SECTION ABOVE FOR ADDITIONAL REQUIREMENTS. I. PROVIDE CIRCUIT TO PREVENT COMPRESSOR SHORT CYCLING AS A RESULT OF A RAPID CHANGE IN THERMOSTAT SETTING AND AUTOMATICALLY PREVENT COMPRESSOR RESTART AT LEAST FIVE MINUTES AFTER SHUTDOWN. J. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL CONTROLS, CONTROL WIRING AND TO MAKE OPERATIONAL. K. ROOFTOP UNITS SHALL BE TRANE AS FURNISHED BY CHIGO'S FAS NATIONAL ACCOUNTS REPRESENTATIVE, AND INSTALLED BY CONTRACTOR. UPON DELIVERY OF UNITS, CONTRACTOR SHALL VERIFY ALL EQUIPMENT IS AS SPECIFIED ON DRAWINGS INCLUDING ALL ELECTRICAL REQUIREMENTS, ACCESSORIES AND OTHER REQUIREMENTS. ANY DISCREPANCIES MUST BE REPORTED TO TENANT CONSTRUCTION MANAGER WITHIN THE FIRST TWENTY -FOUR (24) HOURS AFTER DELIVERY. CONTACT KRIS RYAN AT TRANE, (866)- 415 -2499. RECEIVED CITY OF TUK MLA NOV 19,2012 PERMIT CENTER PERROVA REQUIRE HVAC SPECIFICATIONS OWNER: chico's 11215 METRO PARKWAY FT. MYERS, FL. 33966 ARCHITECT / ENGINEER: SHREMSHOCK info @shremshock.com 0 CO C) C - D) c CD • TS C W O 0,01 _c 0 g in E Uj� 0 _C CO 73 0 0 0 0 0 E 0 33 f: 614 545 4555 THE ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE SHOWN ON THE SEAL. THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA INTIMATES STORE NO: 5381 PROJECT LOCATION: WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL SPACE NO.: 116 TUKWILA, WA 98188 DESIGN TYPE: LINEN & LACE REVISIONS: REQUIRED BY: DATE • INDICATES NO REVISION TO THIS SHEET DRAWN BY: WRG CHECKED BY: JTP DRAWING TITLE: MECHANICAL SPECIFICATIONS DATE ISSUED: 11/07/2012 PROJECT NO: 120421 DRAWING NO: M4.1