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Home My WebLink AboutPermit D19-0142 - TORRID - TENANT IMPROVEMENTTORRID 17580 SOUTHCENTER PKWY UNIT 21 D19-0142 Parcel No: Address: �=^�xx ^�� Tukwila w~�~� v�n o ��nx��Una Department mfCommunity Development o3uounutncenterBoulevard, Suue*1uo c~� � Tukwila VVashingtong01BO �~ ph""~'�n�u��'�szn '----- ----'- |nspecdon Request Line: 3U6-438-9B50 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2623049110 Permit Number; D19'0I42 Project Name: TORRID Issue Date: 8/12/2019 Permit Expires On: 2/8V2020 Owner: Contact Person: Address: License No: Lender: Name: K|RTUKVVLAOSULLC 3]33NEW HYDEPARK RD#IUUC/O K|MOOREALTY CORP, POBOX 5UZO NEW MYDEPK,CA, 11O42 JACOBVVE8STER Phone: (310)702-7852 lZ36PORTOU\AVE, TORRAN[['CA, 90501 5M|iSHOLEDEVELOPMENT LLC Phone: (206) 777-2087 1011FAIRVIEW AVE'SUITE lOUZ^ 5EAlTLE'WA, 98102 5H|L5DL912%7 Expiration Date: 6/1l/2OZ1 5M|LSMOL[DEVELOPMENT UI Z811FAIRVIEW AVE, SU|TElOOZ' SEA7TLEVVA 98102 DESCRIPTION OF WORK: TENANT IMPROVEMENT FOR TORRID RETAIL STORE. WORK TO INCLUDE NEW NON BEARING PARTITIONS, FLOORING, FINISHES, SALES FIXTURES, NEW LIGHTING, FITTING ROOMS, RE5TROOM, CASHWRAP. Project Valuation: $I00000,00 Type ofFire Protection: Sprinklers: YES Fire Alarm: YES Type nfConstruction: 118 Electrical Service Provided by: TUKWILA Fees Collected: $2,698A8 Occupancy per IBC: M Water District: H|GHUN[JUKVV|L4 Sewer District: TUNVV|U\ Current Codes adopted by the City of Tukwila, International Building Code Edition: international Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National 8ecthca|Code: VVACities Electrical Code: VVA[Z96-468: y Code: Public Works Activities: Chan neUzadon/StrpinD: [urbCvt/Acceo/5idewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|ing/OveobeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signat Volumes: Cut: 0 Fill: 0 Number: O —�� °� . y I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting ofthis permit does not presume togive authority toviolate orcancel the provisions ofany other state orlocal laws regulating construction nrthe performance ofwork. |amauthorized tosign and obtain this development permit and agree to the conditions attached to this permit. \ \ Date:7 \ ?. )—| This permit shall become null and void if the work is not commenced within 180 days for the date ofissuance, nrif the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated atone extinguisher for each l,S00sq. ft. ofarea. The a¢inguisher(dshould beofthe "All Purpose" (3A,4013I) dry chemical type. Travel distance tnany fire extinguisher must be75' or less. (|FC 9063)(wpmx10\I4) l: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers orbrackets shall besecurely anchored »othe mounting surface inaccordance with the manufacturer's installation instructions, Portable fire extinguishers having agross weight not exceeding 40 pounds (l8kg) shall be installed so that its top isnot more than 5feet (1JZ4 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 4Opounds (z8kg) shall beinstalled sothat its top isnot more than ISfeet (lO67mm) 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). (|FC906J and |F[ 906.9) 2: Extinguishers shall be located in conspicuous locations where they will bereadily accessible and immediately available for use. These locations shall bealong normal paths oftravel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of 3: Fire extinguishers require monthly and yearly inspections. They must have atag cvlabel securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall beemptied and subjected tothe applicable recharge procedures. |fthe required monthly and yearly inspections ufthe 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, 7], 7.]) 5: Maintain fire extinguisher coverage throughout, 6 Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (|F[l0lO.l.9) 7: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle isengaged from inside the tenant space. UF[Chapter lO> 8: Exit hardware and marking shall meet the requirements ofthe International Fire Code. (|FCChapter 10) 9: Door handles, pulls, latches, locks and other operatinQdevioeond000mquimdtobeacceaib|eby Chapter 11ofthe International Building Code shall not require tight grasping, tight pinching ortwisting of the wrist to operate. (|FC 1010l9J) lU: Exits and exit access doors shall bemarked byanapproved exit sign readily visible from any direction nf egress travel. Access toexits shall bemarked byreadily visible exit signs incases where the exit orthe path ofegress travel bnot immediately visible tothe occupants. Exit sign placement shall besuch that nopoint in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever isless, from the nearest visible exit sign, (|F[1013.1) 11: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes ofthe letters not less than 0.7S inch (19.1mm)wide. The word ''EXR`'shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not beless than 0.375inch (9.5mm). Signs larger than the minimum established |n 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 isorisnot energized. |fanarrow isprovided aspart ofthe exit sign, the construction shall besuch that the arrow direction cannot bereadily changed. (IFCl0l].61) 12: Exit signs shall beilluminated atall times. Tuensure continued illumination for aduration nfnot 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. (1F[I0116.3) 13: 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 (I lux) measured along the path of egress atfloor level. Illumination levels shall bepermitted todecline tn0.6foot-candle (6lux) 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-minimurn illumination uniformity ratio of 40 to 1 shall not be exceeded. (|F[l088.l5) 17: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall bedone inaccordance with applicable standards, (|F[90I.4) 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 14: All new sprinkler systems and all modifications tnexisting sprinkler systems shall have fire department review and approval ofdrawings prior toinstallation ormodification. 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 tosubmittal tothe Tukwila Fire Prevention Bureau. Nosprinkler work shall commence without approved drawings. (City Ordinance No. Z43b). 18: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A.72and City Ordinance #Z437. 20: 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 #Z437) 19: All new fire alarm systems ormodifications tuexisting systems shall have the written approval ofThe Tukwila Fire Prevention Bureau, Nowork shall commence until afire department permit has been obtained. (City Ordinance #Z437)(|FC9O12) r 21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 22: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 23: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 26: ***BUILDING PERMIT CONDITIONS*** 27: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 28: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 29: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 30: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 31: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 32: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 33: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 34: 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. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 35: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 36: 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. 37: 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). 38: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 39: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 40: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (2O6/43l-]67O). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2VG)438-9350 1700 8U|LD|NGF|NAL" 0301 CONCRETE SLAB 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING O502 LATM/GYPSUKUBOARD 0406 SUSPENDED CEILING Tenant Name: Torrid FROPERTY OWNER Name: Kimco Realty Address: 4065 Factoria Square Mall SE City: Bellevue State: WA Zip: 98006 CONTACT -PERSON — person receiving all project communication Name: Jacob Webster Address: 1236 Portola Ave City: Torrance State: CA Zip: 90501 Phone: 310-702-7852 Fax: Email: websterjacob@aol.com GENERAL CQNTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: 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 King Co Assessor's Tax No.: Site Address: 17580 Southcenter Parkway 21 Suite Number: Floor: New Tenant 0 Yes E ..No ARCHITECT OF RECORD, Company Name: Architect Name: Bruce Carlson Address: 800 Washington Ave #208 City: Minneaplois State: MN Zip: 55401 Phone: 612-547-1300 Fax: A Email: ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: .Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) z: Name: A11,014--A-GeNis-N Address: 27 \ cr7.4(r,ick,tj out)._ c_ City: • 512CA State: , irj es-- Zip:10 H: \ Applications Worms -Applications On Line \2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 1 of 4 I. BUILDING PERM] FORMATION 206-431-3670 Valuation of Project (contractor's bid price): $ 100,000 Describe the scope of work (please provide detailed information): Tenant Improvement for Torrid retail store. Work to include new non bearing partitions, flooring, finishes, sales fixtures, new lighting, fitting rooms, restroom, cashwrap 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 Area in Square Footage Belo lst Floor 4100 Interior Remodel 4100 Addition to Existing Structure NA New NA TYpe'of Construction pe IBC II-B O Type of cupancy per IBC M 2 Floor Ta Floor Floors Basement Accessory S Attached Garage Detached Garage Attached CG Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes IZ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On lane \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 TI(N — 206-433-0179 Scope of Work (please provide detailed information): Tenant Improvement for Torrid retail store. Work to include new non bearing partitions, flooring, finishes, sales fixtures, new lighting, fitting rooms, restroom, cashwrap Ca11 before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet: Water District ...Tukwila ❑... Water District #125 ❑ ...Water Availability Provided Sewer District ® ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage 0 ...Sanitary Side Sewer 0 .. Abandon Septic Tank ❑ .. Grease Interceptor 0 ...Cap or Remove Utilities 0 .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements 0 .. Pavement Cut ❑ .. Trench Excavation O ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water 55 ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. 19 WO # 0 ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public 0 Private ❑ 59 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address:_ Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION Value of Construction — In all cascs, 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 LW THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER AGE Signature: Date: 4/26/19 Jacob ebster 310-702-7852 Print Name: Day Telephone: Mailing Address: 1236 Portola Ave Torrance CA 90501 City State Lp RAApplications florins -Applications Ou Line\ 2011 ApplicationsTermit Application Revised - 8-9-11clocs Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $2,146.40 D19-0142 Address: 17580 SOUTHCENTER PKWY Unit21 Apn: 2623049110 $1,694.96 Credit Card Fee $49.37 Credit Card Fee R000.369.908.00.00 0.00 $49.37 DEVELOPMENT $1,568.42 PERMIT FEE R000.322.100.00.00 0.00 $1,543.42 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $77.17 TECHNOLOGY FEE R000.322.900.04.00 0.00 $77.17 M19-0067 Address: 17580 SOUTHCENTER PKWY Unit21 Apn: 2623049110 $275.16 Credit Card Fee $8.01 Credit Card Fee R000.369.908.00.00 0.00 $8.01 MECHANICAL $254.43 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33,15 PERMIT FEE R000.322.100.00.00 0.00 $221.28 TECHNOLOGY FEE $12.72 TECHNOLOGY FEE R000.322.900.04.00 0.00 $12.72 PG19-0066 Address: 17580 SOUTHCENTER PKWY Unit21 Apn: 2623049110 $176.28 Credit Card Fee $5.13 Credit Card Fee R000.369.908.00.00 0.00 $5.13 PLUMBING $163.00 PERMIT FEE R000.322.100.00.00 0.00 $128.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $8.15 TECHNOLOGY FEE R000.322.900.04.00 0.00 $8.15 TOTAL FEES PAID BY RECEIPT: R18312 $2,146.40 Date Paid: Monday, August 12, 2019 Paid By: ALBERT GATLIN Pay Method: CREDIT CARD 06442G Printed: Monday, August 12, 2019 12:06 PM 1 of 1 Receipt Number DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY PAID $1,222.01 D19-0142 Address: 17580 SOUTHCENTER PKWY Apn: 2623049110 $1,003.22 DEVELOPMENT $1,003.22 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,003.22 EL19-0371 Address: 17580 SOUTHCENTER PKWY Apn: 2623049110 $114.43 ELECTRICAL $114.43 PLAN CHECK FEE R000.345.832.00.00 0.00 $114.43 M19-0067 Address: 17580 SOUTHCENTER PKWY Apn: 2623049110 $63.61 MECHANICAL $63.61 PLAN CHECK FEE R000.322.102.00.00 0.00 $63.61 PG19-0066 Address 17580 SOUTHCENTER PKWY Apn: 2623049110 $40.75 PLUMBING $40.75 PLAN CHECK FEE R000.322.103.00.00 TOTAL FEES PAID BY RECEIPT: R17518 0.00 $40.75 $1,222.01 Date Paid: Monday, April 29, 2019 Paid By: JACOB WEBSTER Pay Method: CHECK 3310 Printed: Monday, April 29, 2019 11:51 AM 1 of 1 Y CO TUKWIL4 [TR4KIT 6208 5OUTH[ENTER 8LVD TUKWILA' WA 98188 206'4]]'1870 CITY OF TUKWILA Date: 08/12/2019 12:05:48 PM CREDIT CARD SALE VISA [xKD NUMBER: **********7775 K TKAN AMOUNT: $2'146.40 APPROVAL CD: 064426 RECORD #: 000 CLERK ID: kandace Thank you! Customer Copy INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431- Permit Inspection Request Line (206) 438-9350 Project. . ..� �( -TYPe of lnspl�.f Address: 7 Date Caste : Special instructions:bate Wanted: a.m. p.m. `Requester: Phone No: proved per applicable codes. COMMENTS: Corrections required prior to approval. MI 'Inspector: Date: REINSPECTIOI I FEE REQUIRED. 'Prior to next inspection. fee t#nust 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 Permit Inspection Request Line (206) 438-9350 (206) 431 Project:.,,7gj 9 Type of InspeCtlon:0-3 Address: 17 n?° ��+ w Date Called: Special Instructions: 'Date Wanted: + a.rn. p.rn, Requester: f Phone No: Approved per applicable codes. Corrections required prior 10 approval. CENTS: n s pecto Date: REINSPECT 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 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project_itorwoo —10en ..d Typef lnspectvoni Address: 1 1 7.57W Dato C3Tkd: iSpecial Instructons. Date Wanted. 2 a.m. p.m., Reque e : Phone No: 7 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: ns pecto Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Can 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 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P-roo ect: 4 i fYY`! Ty a cif Inspects n: ed: _s Address: I 7580 So 0,411 e_ 0 ..), i► Date Ca Special Instructions: ' ' ate Wanted: 1 Z Z' at, I-7 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. rCOMMEN nspecto e: REINSPECTI©'% FEE REQUIRED. Prior to next inspection. fee'must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (2O6) 43 t -3670 Permit Inspection Request Line (206) 438-9350 Project-..��^ TypeYof Inspecti n: Address: 1_7 pate Cale Speial Instructions: Date Wanted: a.m. 7 ` ��.al�i�� P.m. Requester: A Y Phone No: © Approved per applicable codes. COMMENTS: inspect© rections required prior to approval. 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 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (20f) 431-3670 Permit Inspection Request Line (206) 438-9350 ibfroma. Pro Type of to pet on: Address: Date Cal ed: Special tnstructtons: Date Wanted-9- a.rr►. Requester: Phone No: pproved per applicable codes. 0 ENTS: rections required prior to approval. nspector: 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 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit inspection Request Line (206) 438-9350 (206) 431-.3670 Projec c Type spectican: Address: Special Instructions: Date W led: a.m. Requester: Phone No: Approved per applicable codes. COMMENTS Corrections required prior to approval. pecto Da -t 7Z61 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 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proje orwri Ty eat inspecti n: SL4 Special Instructions: Da Wanted: a....015 a.m. Requester: Phone No: Corrections required prior to approval. A REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. CaU to schedule reinspection. INSPECTION RECORD Retain a copy with permit PERM6T NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 670 Permit Inspection Request Line (206) 438-9350 Project_..-r----"" a ed Type Cnspectic n: 31'n Address: r ' / 7_61 0..5, Special Instructions: Date ' itanted: -� ,9 ZO a.m. p.m. Requester Phone No: ay 02-0, REIN ON FEE REG I ' or to ne pectic fee mus paid at=b300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. architecture • planning • interior design May 30, 2019 Mr. Bill Rambo Permit Technician CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., #100 Tukwila, WA 98188 1111111111111111IM MIME MIIM RE: Torrid -17580 Southcenter Pkwy #21 (App Num: D19-0142) Project #: 19127.005 Dear Mr. Bill Rambo: I am writing in response to your comments dated May 14, 2019 from your plan review for the above referenced project. I have gone through the comments that you stated item by item and responded as required. If there are any additional questions that you have, please feel free to contact me directly at 612-547-1373 or torrid(@cmarch.com. Thank you for your time in getting the permit process completed. 1. "Provide means of egress plan that conforms with Mercantile "M" occupancy where the plan specifically shows all elements of the egress system; most specifically were access to the common path of egress travel shall not exceed 30 feet from any point in the merchandise pad. The common path of egress leading in the exits shall be emergency illuminated pathways to be inspected with light meters by building official. (IBC Group M 1018.1,1018.3,1018.4,1020.2 & TABLE 1020 2)" Response: Acknowledge. Please see sheet LSP for Life Safety Plan that details the elements and path of egress. 2. "Code note reference 2012 WSEC. Revise to reference 2015 WSEC." Response: Acknowledge. Please see sheet TI — Delta #1 with updated Washington State Energy Code. Sincerely, C.M. Architecture, P.A. Mindy Kresa Project Lead Enclosure CORRECTION LTR# t 0 I RECEIVED CITY OF TUKWILA JUN oa 2019 PERMIT CENTER Bruce M, Carlson, AIA Patrick G. Blees, AIA www cm3rch corn 6060 North Central Expressway Suite 850 Dallas, TX 75206-5294 D214,466.1192 1300 Summit Avenue Suite 300 Fort Worth, TX 76102-4417 n 817.877.0444 800 Washington Avenue North Suite 208 Minneapolis, MN 55401.1148 o 612.547.1300 City of Tukwila Department of Community Development May 14, 2019 JACOB WEBSTER 1236 PORTOLA AVE TORRANCE, CA 90501 RE: Correction Letter # I DEVELOPMENT Permit Application Number D19-0142 TORRID - 17580 SOUTHCENTER PARKWAY #21 Dear JACOB WEBSTER, Allan Ekberg, Mayor Jack Pace, Director 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 following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seaUstamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Provide means of egress plan that conforms with Mercantile "M" occupancy where the plan specifically shows all elements of that egress system; most specifically where access to the common paths of egress travel shall not exceed 30 feet from any point in the merchandise pad. The common path of egress leading to the exits shall be emergency illuminated pathways to be inspected with light meters by the building official. (IBC Group M 1018.1, 1018.3, 1018.4, 1020.2 & TABLE 1020.2) 2. Code notes reference 2012 WSEC. Revise to reference 2015 WSEC. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the conunents above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, 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 bv a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Sincerely, Bill Rambo Permit Technician File No. DI9-0142 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT MORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0142 DATE: 06/03/19 PROJECT NAME: TORRID SITE ADDRESS: 17580 SOUTHCNTER PKWY Original Plan Submittal X Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: frA 0 Ail Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator II PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 06/04/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 07/02/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Li Fire E Ping EJ PW D Staff Initials: 12/18/2013 „„ • COORD COP? PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0142 DATE: 04/29/19 PROJECT NAME: TORRID SITE ADDRESS: 17580 SOUTHCENTER PARKWAY X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Bing 6R-2.1 P iblic Works tAk Structural Fire Prevention hl\A Pc\N i6111\iR q\176\ Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 04/30/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 05/28/19 n Notation: REVIEWER'S INITIALS: DATE: Pernut Center Use Only CORRECTION LETTER MAILED: \5-11.4-1 Departments issued corrections: Bldg Fire 0 Ping El PW 0 Staff Initials: 12/18/2013 City of Tukwila REVISION 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: Plan Check/Permit Number: D19-0142 Response to Incomplete Letter # ii Response to Correction Letter # 1 LI Revision # after Permit is Issued 0 Revision requested by a City Building Inspector or Plans Examiner 0 Deferred Submittal # Project Name: Torrid Project Address: 17580 Southcenter Pkwy — Suite 21 Contact Person: 3 4(044 taili/PY Summary of Revision: Phone Number: 310- 7a.7 7? 4c-47W si4/ eecre -5-4,7i Alc-1 fi/on Li CITY OF TLIKWIA PERMIT CENTER Sheet Number(s): 77 "Cloud" or highlight all areas of revision including date o revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 14 - 3-7 ClUsers\ bill-Adesktop \Revision Submittal Form.doc Revised: August 2015 Home ESIN11101 Uorita&t Safety & Health Claims & Insurance COWashington State Department of Labor & industries A-Z Index Ijo p 1 1.,&1 Workplace Rights Trades & Licensing SHILSHOLE DEVELOPMENT LLC Owner or tradesperson Principals GATLIN, ALBERT G, PARTNER/MEMBER YUKEVICH, MICHAEL A, PARTNER/MEMBER Doing business as SHILSHOLE DEVELOPMENT LLC WA UBI No. 602 310 597 2811 FAIRVIEW AVE E SUITE 1002 SEATTLE, WA 98102 206-777-2087 KING County Business type Limited Liability Company Governing persons ALBERT G GATLIN MICHAEL ANDREW YUKVICH; Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Not allowed to have apprentices. License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. SHILSDL912K7 Effective — expiration 05/27/2009— 06/1112021 Bond DEVELOPERS SURETY & INDEM CO Bond account no. 361188C Active. Meets current requirements. $12,000 00 Received by L&I Effective date 05/27/2009 05/27/2009 Expiration date Until Canceled Insurance Wesco Insurance Co $2,000,000.00 Policy no. WPP1063302 Received by L&I Effective date Help us improve H 2 s RIT'ENN, VICINITY MAP .� _ •-rS� `• �. �(p rant aWd 6. • } * m ✓ !y W Buffalo Wild wings- a 2 rn Crystal to Lowes Home Springs Park L 'ri " Seafood city improvement Tukwila AmuakQ Supermarket .ACME Bowl s'a We`stfiefd Southcenter P,y9' S iC9.E A�'/d •n . Crestview Park17 _ • �j J'. '.d T r� qv The CheesecakeFacinry Safeway g Tar t Seattle Exchange r 9e ;SegoleCenter.° s �.r»•r. (a`Slutffcenter PARKWAY Parkway Square %w ' SUPERCENTER ,:. Shopp'ing Center., ; cash si ., Lams. f ,�k,;,' v I Macy$Logistics .: ty.,.... Operations NC Machine y P N M C M! C K E N and HEIGHTS ' S HCENTER n Aa s,i�os s: Nordstro k ` i •raa:n m „South rSquare' Red Robin Gourmet E^7 s s, . a StTm�?Burge s and Brews -'�" ,"ter' & " Best Buy © t e FA,aI - k •'(Parkway Supercenter - Costco: Wholesale P ` O Virtual Sports S 77bih St 9176th S. .._._ Cost Plus world Market J' g r:>m Goodwill Tukwila V The Home Depot m Regal Cinemas t1 ,•� .. . s. I ,1, Parkway Plaza 12 ' N C Power Systems IK < �' �b MIZ:/KIBUFFET' a E- :. staoth st CrIIHiz NORTH staom St PARKWAY SUPER CENTER 1, 98188 PROJECT DIRECTORY 1. TENANT: CORPORATE OFFICE CONST, PROJECT MANAGER TORRID LLC TORRID, LLC. 18305 EAST SAN JOSE AVENUE 18305 EAST SAN JOSE AVENUE CITY OF INDUSTRY, CA 91746 CITY OF INDUSTRY, CA 91746 11M HOSKINS KENT KELLER MANAGER OF CONSTRUCTION PROJECT MANAGER thoskins@hottopic.com kkeller@rottopic.com PH: (714) 824-1410 PH: (512) 897-0176 STEPHANIE DZIOBECKI STORE CONSTRUCTION PLANNER sdziobecki@hottopic.com PH: (626) 322-1471 JOSE LOPEZ STORE CONSTRUCTION PLANNER jtopez4hottopic.com PH: (626) 839-4681 x2992 2. DESIGN TEAM: ARC 17EPT MEP ENGINEER BRUCE M. CARLSON ARCHITECT, PLLC DUNHAM ASSOCIATES, INC. 800 WASHINGTON AVE N., 50 S. 6TH ST, SUITE 208 SUITE 1100 MINNEAPOLIS, MN 55401-1148 MINNEAPOLIS, MN 55402-1540 torrid@cmarch.com GREG STEINMETZ PH: (612) 547-1300 greg.steinmetzOdunhomeng.com FAX: (612) 547-1301 PH: (612) 465-7550 FAX: (612) 465-7551 3. LANDLORD: TENANT COORDINATOR KIMCO REALTY 4065 FACTORIA SQUARE MALL SE BELLEVUE, WA 98006 TERRI MEZGEBU tmezgebu@kimcorealty.com PH: (425) 373-3508 REQUIRED CONTRACTORS MUST USE REQUIRED CONTRACTOR IF SPECIFIED BY LANDLORD. REFER TO TENANT MANUAL OR RULES AND REGULATIONS FOR LIST OF REQUIRED CONTRACTORS. PROJECT SCOPE OF WORK 'HE SCOPE OF WORK INCLUDES A TENANT IMPROVEMENT IN AN EXISTING SHELL BUILDING FOR THE ;ALE OF RETAIL CLOTHING, SHOES, AND ACCESSORIES. BUILDING CODE INFORMATION 1. REVIEWING AGENCIES: CITY OF TUKWILA PERMIT CENTER 6300 SOUTHCENTER BLVD, #100 TUKWILA, WA 98188 PH: (206) 431-3670 2. GOVERNING CODES: ALL WORK SHALL BE IN CONFORMANCE WITH, BUT NOT LIMITED TO, THE REQUIREMENTS OF THE FOLLOWING, AND ANY OTHER STATE OR LOCAL CODES HAVING JURISDICTION. BUILDING: 2015 INTERNATIONAL BUILDING CODE PLUMBING: 2015 UNIFORM PLUMBING CODE MECHANICAL: 2015 INTERNATIONAL MECHANICAL CODE ELECTRICAL: 2017 NEC WITH WA STATE AMENDMENTS 1 5 E EERY: 01 A AE NEG C E 3. NUMBER OF LEVELS: ON MALL LEVEL 1 OF 1 (EXISTING) 4. CONSTRUCTION TYPE: II—B, SPRINKLED (EXISTING) S. OCCUPANCY: M (MERCANTILE) SO FT PER 6. OCCUPANT LOAD: OCCUPANCY AREA OCCUPANT OCCUPANTS MERCANTILE 3,114 SF / 60 GROSS = 52 STORAGE & TOILET 986 SF 300 GROSS = 4 TOTAL 56 7. EXIT REQUIREMENTS: (2) REQUIRED / (2) PROVIDED 8. EXIT ILLUMINATION: PROVIDED BY LANDLORD'S SYSTEM, MODIFIED AS REQ. 9. FIRE SPRINKLERS: PROVIDED BY LANDLORD'S SYSTEM, MODIFIED AS REQ. 10. SEPARATE PERMITS: ALL FIRE SPRINKLER, FIRE ALARM IF APPLICABLE, LOW VOLTAGE, AND SIGNAGE WORK TO BE FILED SEPARATELY FOR PERMIT. SYMBOLS DEMO NOTE O GRID REFERENCE PLAN / FIXTURE / ? RCP NOTE o WALL SECTION C� REFERENCE FINISH TAG <=> FIXTURE TAG ? ELEVATION REFERENCE \J LIGHT FIXTURE TAG 7 DETAIL O ENLARGEMENT FIXTURE / TOILET ACCESSORY T.O. MASONRY ° 20— p AFF ELEVATION XXX DOOR TAG DATUM REFERENCE } ROOM TAG REVISION TAG WALL TYPE GENERAL NOTES 1. BEFORE PROCEEDING WITH AND SUBMITTING BID PROPOSALS FOR THE WORK IN THESE SPECIFICATIONS AND DRAWINGS, EACH CONTRACTOR AND SUBCONTRACTOR SHALL EXAMINE THE SITE AND FAMILIARIZE THEMSELVES WITH ALL EXG CONDITIONS. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF A MISUNDERSTANDING AS TO THE AMOUNT OF WORK INVOLVED OR LACK OF KNOWLEDGE OF EXISTING CONDITIONS. IN CASE OF ANY INCONSISTENCIES OR DISCREPANCIES BETWEEN DRAWINGS, THE MOST STRINGENT NOTE OR CONDITION SHALL APPLY AND THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF SUCH DISCREPANCIES. NOT REPORTING ANY SUCH UNSUITABLE CONDITION WILL CONSTITUTE ACCEPTANCE OF ALL CONDITIONS BY CONTRACTOR AND/OR SUBCONTRACTOR. 2. PERSONALLY SUPERVISE AND DIRECT ALL WORK. BE RESPONSIBLE FOR ALL CONSTRUCTION AND INSTALLATION METHODS, TECHNIQUES, SEQUENCES, PROCEDURES AND FOR COORDINATION OF ALL TRADES OF REQUIRED WORK. 3. ALL DEMOLITION/MATERIALS AND WORK TO BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, COUNTY, AND LOCAL LAWS, REGULATIONS, RULINGS, CODES, ORDINANCES, REQUIREMENTS AND LANDLORD'S TENANT STORE DESIGN AND CONSTRUCTION MANUAL. 4. SHOULD ANY CONDITION ARISE WHERE THE INTENT OF THE DRAWINGS IS IN DOUBT, OR WHERE THERE APPEARS TO BE AN ERROR ON THE DRAWINGS OR A DISCREPANCY BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ARCHITECT AND TENANT SHALL BE NOTIFIED AS SOON AS POSSIBLE. IF THE CONTRACTOR PROCEEDS WITH THE WORK SO AFFECTED WITHOUT INSTRUCTIONS FROM THE ARCHITECT AND TENANT, THE CONTRACTOR SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECTS. THIS INCLUDES ERRORS IN THE SPECIFICATIONS AND NOTATION ERRORS ON THE DRAWINGS WHERE DOUBTFUL OF INTERPRETATION. 5. APPROVAL OF SHOP DRAWINGS MEANS APPROVAL OF THE GENERAL METHOD OF FABRICATION ONLY. DIMENSIONS AND QUANTITIES MAY NOT BE CHECKED, AND APPROVAL OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENT OF THE DRAWINGS AND SPECIFICATIONS UNLESS SPECIFICALLY INDICATED IN THE APPROVAL. 6. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. FIELD VERIFY ALL DIMENSIONS AND SITE CONDITIONS. 7. ALL DIMENSIONS ARE TO THE FACE OF GYPSUM BOARD FINISH, UNLESS OTHERWISE NOTED. 8. DIMENSIONS NOTED AS "HOLD" ARE CRITICAL, IF LAYOUT IS OFF, CONTACT ARCHITECT IMMEDIATELY PRIOR TO FRAMING. 9. DIMENSIONS NOTED AS "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES. 10. WHEREVER EXISTING CONDITIONS ARE TO BE CUT OR DISTURBED TO ALLOW INSTALLATION OF NEW WORK, THIS CONSTRUCTION SHALL BE PATCHED TO MATCH THE ORIGINAL CONSTRUCTION METHOD AND FINISH. 11. ALL PENETRATIONS THROUGH FIRE RESISTIVE FLOORS, WALLS OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION METHODS THAT CONFORM TO U.L, STANDARDS FOR FIRESTOP SYSTEMS. THE GC SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO THE U.L. LISTING TO THE ARCHITECT. 12. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE CONDITIONED, USED, APPLIED, INSTALLED, CONNECTED, ERECTED, AND CLEANED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS OR INSTRUCTIONS. 13. CONTRACTOR'S CARTS, EQUIP. BOXES, ETC., MUST BE EQUIPPED WITH RUBBER WHEELS. 14. PROVIDE 2A, 10SC MINIMUM RATED FIRE EXTINGUISHERS AS REQ TO BE LOCATED WITHIN 75 FEET OF TRAVEL DISTANCE FROM ALL AREAS. COORDINATE WITH LOCAL FIRE MARSHAL AS REQUIRED. 15. SWITCHES AND CONTROLS FOR LIGHTS, VENTILATION, FIRE ALARMS, ETC, MUST BE PLACED NO MORE THAN 48" AFF. RECEPTACLES AND SWITCH PLATES ON THE WALLS AND CEILING THROUGHOUT TO BE WHITE IN COLOR EXCEPT SALES AREA WALL RECEPTACLES WHICH ARE STAINLESS, UNLESS OTHERWISE DIRECTED BY TENANT. SEPARATE PER R,UIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila :...BUILDING DIVISION REVISIONS No changes snail be made To the scope of work wnnout prior approval of the Tukwila Building Division, NOTE: Revisions will require a new Dian submittal ana may Include additional plan review. BRUCE M. CARLSON architecture : planning • Hitt 1W design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: MINDY KRESA torrid@dmarch.com 5 7 2 CONSULTANTS: MEP ENGINEER DUNHAM ASSOCIATES, INS. 50 S. 6TH ST. SUITE 1100 MINNEAPOLIS, MN 55402 (6 12) 465-7550 FILE 0D Pennk No. It�� Plan review approval is subject to errors and omissions. Approval of construction Documents does not auftrize The woiation of any adooted code or ordinance ReceivT of aporovea Feld Copy and By cemns IS acknowl Date- 1. r 1-- City of Tukw,Ia eun.DiNG DIVISION ALL SUBCONTRACTORS SHALL RECEIVE A IBM COMPLETE SET OF CONSTRUCTION G D DOCUMENTS AND SPECIFICATIONS AND SHALL T BE RESPONSIBLE FOR THEIR COMPLETE 1 SCOPE OF WORK REGARDLESS OF WHERE N THE DOCUMENT SET THE DESCRIPTION OF I M. ON WORK APPEARS. STATEOFWA3HfyGTON I VENDOR LIST ACRYLIC FLOORING PHONE & DATA LINES SOUND SYSTEM KASTON MATS INC. CIS INTERNET PLAYNETWORK JOHN STEGER MARY CRANE TOM BUSHMAN JOHANNA DELONG john*kostongroup.com mcrone®matsinc.com tom.bushmonocisvpn.com hottopic—torrid® PH: (866) 943-5334 PH: (781) 573-0265 ploynetwork.com PH: (425) 629-2725 BARRICADE FREIGHT PHONE LINES STOCK FIXTURES BOSTON BARRICADE RADIANT FREIGHT HEADQUARTERS MOBILE MEDIA MICHELLE BOUCHARD NATHANIEL BROWN NANCY BENNETT JESSICA ROBINSON mbouchord@ hottopic@ nbennett0hottopic.com t1tearn0mobilemedia bostonbarricade.com rodiantdelivers.com PH: (626) 839-4681 storage.com PH: (772) 257-7441 X2879 PH: (800) 784-8080 X217 CUSTOMER COUNTER— LIGHTING MIDWEST LIGHTING POS SET & INSTALL MISC CONST & STORE SUPPUE � SHOPPER TRAK NCR CASSANDRA BASS AND GULASARIAN RYAN TUCKER BUNZL RETAIL SERVICES orders@shoppertrak.com ono@midwestlighting.com ryon.tuckerOncr.com JOSH BALLEW PH: (312) 529-5411 PH: (323) 957-6031 PH: (770) 212-6056 jballewOddsfit.com PH: (612) 217-6312 IT WIRING MANNEQUINS SALES FLOOR WALLCOVERING WORDLINK GRENEKER STANDARDS KOROSEAL DAREN HARVEY SUSAN ARICA REEVE CHRISTINE NISH construction® torrid0greneker.com ROBERT FRACKELTON or cnishOkoroseal.com worldlinkintegration.com PH: (323) 263-9000 FRANK MACHUCA PH: (310) 433-8411 PH: (949) 861-2830 X3308 hottopic®reeveco.com X226 PH: (562) 949-2535 FIXTURES PREMIER FIXTURES MARKETING SUPPLIES SECURITY SENSORMATIC STOREFRONT SPIDER TEMPT IN—STORE HENRY REICH PRODUCTIONS ROBERT FERNANDEZ ROSE DISPLAY hottopic®premierxd.com torridsupport®gg.com robert.fernandez@jci.com DARIANN GONZALEZ PH: (360) 210-5349 PH: (262) 289-2671 PH: (657) 378-9098 dgonzolez@ rosedisplays.com PH: (401) 588-5151 x398 OR DEAN RUSIN drubin®rosedisplays.com SIGNAGE CARPET TILES ANCHOR SIGN INC. FLOR STORE PH: (800) 631-9707 MATTHEW BRIGGS BRADLEY HILTON mbriggs0anchorsign.com bhilton@flor.com PH: (843) 576-3294 PH: (415) 359-9790 INDEX OF DRAWINGS NO. DRAWING NAME REVISIONS Al 2 3 4 5 6 T1 TITLE SHEET T2 RESPONSIBILITY SCHEDULE, DOOR AND HARDWARE LSP LIFE SAFETY PLAN Al FLOOR PLAN, PARTITION SCHEDULE AND NOTES A2 I REFLECTED CEILING PLAN, SCHEDULE AND NOTES A3 I FINISH PLAN AND SCHEDULE A3a I FINISH DETAILS A4 FIXTURE PLAN, SCHEDULE AND NOTES AS INTERIOR ELEVATIONS — SALES AREA Asa INTERIOR ELEVATIONS — FITTING AREA A5b INTERIOR ELEVATIONS — STOCKROOM AND HALLWAY A5c INTERIOR ELEVATIONS — TOILET ROOM A6 STOREFRONT ELEVATIONS A7 MISCELLANEOUS DETAILS All I CASHWRAP CUT SHEETS, SHELVING PLACEMENT DETAILS A8a SIDE SADDLE / SHELVING LOCATIONS ! i OFM1 HVAC PLAN P1 PLUMBING PLAN E1 ELECTRICAL POWER PLAN E2 ELECTRICAL LIGHTING PLAN E3 ELECTRICAL DETAILS AND SCHEDULES R1 SPECIFICATIONS R2 SPECIFICATIONS R3 SPECIFICATIONS R4 MECHANICAL SPECIFICATIONS R5 ELECTRICAL SPECIFICATIONS BRUCE M. CARLSON, ARCHITECT 05/30/19 PARKWAY SUPER CENTER 17580 SOUTHCENTER PKWY TUKWILA, WA 98188 SPACE #21 D STR � wjPb)xb DED APPROVED JN 0W5!019 City of Tukwila BUILDING DIVISION SHEET TITLE: TITLE SHEET I REVISIONS LOG ORIGINAL ISSUE: 04/25/19 NO: DATE: BY: PROJECT NO: 19127.005 DRAWN BY: ABS iff COPYRIGHT BRUCE M. CARM ARCHITECT, PLLC 2019 0 M 0 0 1 0 U 6 DOOR SCHEDULE DOOR I HDWR GROUP FRAME DETAILS KEYED NOTES NO. ROOM SIZE THICK TYPE MTL FINISH LABEL GLAZ MTL FINISH LABEL HEAD JAMB SILL 101 ENTRY (2) S-0" X 8'-0" VIF EXG SWING GLASS SEE A6 EXG /2" TEMF 1 ALUM MALL EXG - - - - - - - - - 1,3 T02. .ACCESS.FIT'.RM. 3,_O„.X.5, O" ... 1-3/4,,. ..SWING. SC. WD WC1. ..'..N/A''. N/A.". 2 WD". P1 N/A".. 2/T2.... 2/T2, ..3/T2. 2... 103 FITTING ROOM 3'-0" X 5'-0" 1-3/4" SWING SC WD WC1 N/A N/A 2 WD Pt N/A 2/12 2/12 3/12 2 T04. .".FITTING. ROOM ""'S-0" X 5,-0" 1-3/4,, ""SWING.' .' SC. WD WC1" ". N/A".". N/A. 2 WD"." "' P1. ." ."." N/A".." "."2/T2, ..2/12 " "3/T2. 2 105 FITTING ROOM S-0" X 5'-0" 1-3/4" SWING SC WD WC1 N/A N/A 2 WD P1 N/A 2/T2 2/T2 3/12 2 106 FITTING ROOM . 3'-0" X'5' 0" 1-3/4" SWING " SC WO WC1 N/A N/A 2' WD'" P1. N/A 2/T2 2/T2 3/1`2 2 .. 107 STOCKROOM 3'-0" X 7'-O" 1-3/4" SWING HM Pt N/A N/A 6 HM P1 N/A 1/172 1/172 3/T2 1 4 1 88 STOCKROOM'. 3'-0" X 7'-.0" 1-3/4" ..'. SWING'. HM..'. P1, .'.'. N/A, N/A, 1 1.16 .' HM . P1 N/A 1/T2 1/T2 3/T2 4 . . 1 99 HALLWAY S-0" X 7'-0" 1-3/4" SWING HM P1 N/A N/A 6 HM P1 N/A 1/T2 1/T2 3/T2 4 110 .TOILET 3'-0" X 7'-0" VIF EXG ...', SWING'. HM.', . Pl_ . EXG'.. N/A. 4_ HM . P1. EXG --- --- --- 3". 1 11 SERVICE 3'-0" X 7'-0" VIF EXG SWING HM P1, MALL I EXG N/A 5 HM P1, MALL EXG I --- --- --- 3,5 KEYED NOTES CODE COMPLIANCE GENERAL NOTES 1. PROVIDE "THIS DOOR TO REMAIN UNLOCKED DURING 1. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE 1. DOOR LOCKS TO BE COMPATIBLE WITH "BEST" 7-PIN BUSINESS HOURS" SIGNAGE ABOVE DOOR. WITHOUT THE USE OF A KEY OR ANY SPECIAL LOCK CYLINDERS. KNOWLEDGE OR EFFORT. MAXIMUM PULL FORCES FOR 2. ROUGH OPENING TO BE 38" WIDE. DOOR AND INTERIOR AND EXTERIOR DOORS SHALL NOT EXCEED: 2. ALIGNMENT OF DOOR HEADS SHALL BE AT A CONSTANT HARDWARE FURNISHED BY TENANT. TORRID GC TO INTERIOR DOORS: 5 LBS LEVEL AND NOT FOLLOW POTENTIAL VARIATIONS IN THE PROVIDE DOOR FRAME, DOOR TRIM, BORE AND MORTISE EXTERIOR DOORS: 8.5 LEIS FLOOR PLANS. DOOR AND INSTALL BOT OF DOOR 0 12" AFF. PROVIDE FIRE RATED DOORS: 15 LEIS (8) KEYS FOR LOCKSET. 2. HAND ACTIVATED DOOR OPENING HARDWARE TO BE 3. UNDER CUT DOOR 3/4" MINIMUM. 3, REUSE EXG HARDWARE. REPLACE AS REQ OR PROVIDE MOUNTED AT 38" AFF AND OPERATED WITH A SINGLE IF NOT EXG WITH HARDWARE GROUP BELOW. EFFORT BY LEVER TYPE HARDWARE. 4. PROVIDE BUNKER HILL (OR COMPARABLE) 3. THE BOTTOM 10" OF ALL DOORS SHALL HAVE A DOOR/WINDOW ENTRY ALARM ON PUSH SIDE OF SMOOTH, UNINTERRUPTED SURFACE. DESIGNATED DOOR, 5. PAINT STOCKROOM HALLWAY SIDE OF SERVICE DOOR AND FRAME = AND EXTERIOR SIDE PER LANDLORD CRITERIA. INSTALL TENANT NAME AND SPACE NUMBER PER LANDLORD CRITERIA ON EXTERIOR SIDE. HARDWARE SCHEDULE NO. ITEM QTY MANUFACTURER MODEL NO. FINISH COMMENTS HINGES EXG --- --- --- CLOSER N/A - - - - - - --- HANDLE/PULL EXG --- --- --- _ LOCK 2 --- _-- --- ENSURE COMPATIBLE WITH "BEST" CYLINDER, NONLOCK SIDE GETS BLANK PLATE. CYLINDER 2 BEST --- --- 7 PIN TYPE O--- TOP PATCH N/A --- --- --- O 601IUM RAIL N/A --- --- --- --- FLOOR STOP/HOLD OPEN N/A --- --- --- --- THRESHOLD EXG --- --- --- --- WEATHERSTRIPPING N/A I --- --- --- --- DUST PROOF STRIKES N/A --- --- --- --- FLOOR DOME STOPS --- --- N IL HINGES 2' BOOMER LB4311C-450 26 FULL MORTISE;, SINGLE ACTION SPRING TYPE. USE #12 X 1-1/4" WD SCREWS @ DR AND 12 24 X 1 2` MACHINE SCREW @ FIR, SUPPLIED BY TENANT... O 0_ O. LEVER SET 1 SCHLAGE RHODES ND80PD #626 STOREROOM TYPE, PROVIDE (8) KEYS PER DOOR, ALL.DOORS KEYED ALIKE SUPPLIED BY. TENANT. "..'. 11 DOOR STOP 1 PERFECT PRODUCTS DOOR SAVER 11 01284 SATIN NICKEL HINGE MOUNTED DOOR STOP HINGES 3 --- --- #US26 4" X 4 0_ CLOSER 1 NORTON 1603 #689 ALUMINUM MOUNT ON PULL SIDE WITH 90 DEGREE HOLD OPEN O LEVER SET 1 FALCON 8101-D #626 PASSAGE LEVER � KICK PLATE 1 --- --- STAINLESS STEEL 34"W X 30"H AT PUSH SIDE ONLY FLOOR STOP 1 IVES OR EQUAL FS13 #US26 4" x, 4!' j CLOSER 1 NORTON 1603 #689 ALUMINUM WOUNT ON TOILET ROOM .SIDE Q LEVER SET 1'.'.' FALCON. .... 8301-D .''' #626 PRIVACY TYPE 0_. C�.. KICK". PLATE' ."..". .1 --- " " -- STAINLESS STEEL ..34"W. X' 30" H".'AT."STOCKROOM/HALLWAY".SIDE HINGES 3 --- --- #US26 4" X 4" CLOSER 1 NORTON 1603 #689 ALUMINUM MOUNT ON PULL SIDE WITH 90 DEGREE HOLD OPEN LOCK 1 1 --- --- ENSURE COMPATIBLE WITH "BEST" CYLINDER L0 PRY PLATE 1 --- --- --- AT EXTERIOR, NO HANDLE ALLOWED O_ CYLINDER 1 BEST --- --- 7 PIN TYPE, RIGID TAIL O O PANIC HARDWARE 1 DETEX V40-EB ALUMINUM RED REPLACE ONLY AS REQ 0 PEEP HOLE 1 --- --- BLACK OR NICKEL AT 5'-0" AFF, FIRE RATED AS REQ DOOR SWEEP 1 --- --- --- INSTALL ON EXTERIOR SIDE OF DOOR THRESHOLD EXG --- --- --- --- WEATHERSTRIPPING N/A --- --- --- KICK PLATE 1 --- --- STAINLESS STEEL 34"W X 30"H AT PUSH SIDE ONLY HIN 6E8r 3 _- --- .. #US26 4„ X 4„ 2. CLOSER 1 NORTON 1603 #689 ALUMINUM MOUNT ON PULL SIDE WITH 90 DEGREE HOLD OPEN,,, O O. LEVER SET ... 1 .SCHLAGE... RHODES N080PD #626 STORE ROOM.' TYPE,.' PROVIDE (8)'KEYS PER'.DOOR,.ALL'.DOORS'.KEYED.ALIKE ' SUPPLIED ,BY. TENANT.'. KICK PLATE 1 --- -- STAINLESSr STEEL 34"W X 30" H rAT PUSH rSIDE ONLY FLOOR STOP Ir r r IVES OR EQUAL 1. FSl3_, #t15626 _ 5/8" TYPE "X" GYP BD. SEE FINISH PLAN FOR FINISHES. MTL FRAMING. VERIFY SIZE OF FRAMING WITH PARTITION SCHEDULE. JAMB ANCHOR. SEALANT AT EACH SIDE, TYP. HM FRAME. PAINT PER DOOR SCHEDULE. _ DOOR. SEE SCHEDULE FOR DESIGNATION AND FINISH. TYP HIM DOOR HEAD/JAMB T� SCALE 3" = 1'-0 5/8" TYPE "X" GYP BD. VARIES SEE FINISH PLAN FOR FINISHES. MTL FRAMING. VERIFY SIZE OF FRAMING WITH PARTITION SCHEDULE. SEALANT AT EACH SIDE, TYP. 1X WOOD BLOCKING 1"X3" WOOD CASING AND JAMB. PROVIDE 3 WOOD JAMB ANCHORS PER JAMB. PAINT PER DOOR SCHEDULE. DOOR. SEE SCHEDULE FOR DESIGNATION AND FINISH. 2TYP WD DOOR HEAD/JAMB T2 J SCALE 3" = 1'-O" M TYP DOOR SILL T2 SCALE 3" = 1'-0" NOTE: DETAILS 2/1`2 AND 3/T2 ARE SIMILAR AT FITTING ROOMS. SEE A5a FOR ADDITIONAL INFO. HM OR WD FRAME. PAINT PER DOOR SCHEDULE. DOOR. SEE SCHEDULE FOR DESIGNATION AND FINISH. TRANSITION STRIP AS REQUIRED. SEE FINISH PLAN. FLOOR FINISH. SEE FINISH PLAN :RECEIVED ,,,; . 2c H`F-miff GENERAL NOTE THE 'RESPONSIBILITY SCHEDULE' IS INTENDED TO BE USED AS A GUIDE LEGEN"D"-" ONLY AND IS NOT ALL-INCLUSIVE. ALL PERSONS BIDDING WORK OR CONTRACTED FOR WORK ARE TO REVIEW THESE DOCUMENTS, THE LL G - GENERAL CONTRACTOR CRITERIA, AND THE EXECUTED LEASE AGREEMENT IN THEIR ENTIRETY. L - LANDLORD ALL ITEMS MARKED AS FURNISHED OR INSTALLED BY LL ARE AS -IS. LL T - TENANT IS NOT PERFORMING ADDITIONAL WORK. RESPONSIBILITY SCHEDULE ITEM U J a. ¢F(n Z W m m W 0 R, Z COMMENT ITEM U J ¢Fin Z W= I )( )( I m m W LU LU Z IGIGISEE G G G G G G T T T G G G G G T G G G ITIT IGIGI ITITI T T T T T G T G COMMENT I P1 I THRU I P4 IN FINISH SCHEDULE. SEE CL3 IN CEILING TYPE SCHEDULE. SEE FCL11 AND I CL4 I IN CEILING TYPE SCHEDULE. SEE CL2 ON SHEET A2 & ACT1 ON SHEET A3. "TORRID" ILLUMINATED LOGO LETTER SIGN UNDER &EPARATE PERMIT. AT 36" AFF AT STOREFRONT. PER LANDLORD CRITERIA. AS REQ PER LOCAL CODE INSPECTORS. PER LL CRITERIA. SEE SHEET A6. PER LL CRITERIA UNDER SEPARATE PERMIT. AS REQ PER CODE. GC TO COORDINATE. GC TO COORDINATE. GC TO COORDINATE. ASSEMBLE/PLACE PER A4. "REEVE" #700 SERIES HD W/ POWDER COAT FINISH AND 01000 GENERAL REQUIREMENTS 09000 FINISHES CONTINUED 1. INSURANCE BOND/WAIVERS IGI I AS REQ BY LANDLORD. 6. PAINT 2. MALL DEPOSIT G AS REQ BY LANDLORD. 7. CEILING 3. PERMITS AND FEES A. OPEN TO STRUCTURE A. BUILDING PERMIT/FEES G AS REQ BY GOVERNING AUTHORITIES. B. HARD SURFACE B. SIGN PERMIT/FEES/APPLICATION G AS REQ BY GOVERNING AUTHORITIES. C. SUSPENDED ACOUSTICAL C. FIRE PROTECTION PLANS PERMIT G AS REQ PER STORE DESIGN, LL AND GOVERNING AUTH. D. DEMOLITION PERMIT FEES G AS REQ BY GOVERNING AUTHORITIES. 10000 SPECIALTIES 4. INSPECTIONS G AS REQ BY LOCAL BUILDING DEPARTMENT. 1. SIGNAGE 5. TEMPORARY UTILITIES GIG ICI AS REQ. A. STOREFRONT ILLUMINATED SIGN 6. "COMING SOON" GRAPHIC AT STFT ITITI COORDINATE NEEDS WANTS WITH TENANT AND LANDLORD. 7. FIELD VERIFY CONDITIONS & DIMS I IGIPRIOR TO BIDDING. B. AWNING 8. CLEAN UP GIGGIGI DAILY SWEEP CLEANING DURING CONST. PROFESSIONAL C. BRANDING CLINGS CLEANING AT PUNCHLIST AND DAY PRIOR TO OPENING. D. SERVICE DOOR SIGNAGE 9. TRASH REMOVAL & DUMPSTERS �GIGI VERIFY CITY/LL REQ. REMOVE DISPOSE OF ALL BOXES/ E. ADA SIGNAGE CRATES TRASH FROM GC & TENANT FURNISHED ITEMS. F. CONSTRUCTION BARRICADE REQ EXTRA 30YD DUMPSTER THE DAY PRIOR TO TURNOVER G. BLACK OUT FILM FOR TENANT DEBRIS. PLUS ADDITIONAL PICK UP AND H. MALL MONUMENT SIGN RETURN FOR FOLLOWING DAY. 1. BLADE SIGN 10. HAZ-MAT ABATEMENT G G AS REQ 2. FIRE EXTINGUISHERS 11. FLOOR PREPARATION G G 11000 EQUIPMENT 12. RECEIPT OF DELIVERIES G RECEIVE/UNLOAD/PROTECT ALL GC & TENANT FURNISHED 1. POS PRINTERS GOODS DURING CONST. NOTE ANY DAMAGE/SHORTAGES 2. TELEPHONE EQUIPMENT W IN 24 HRS OR REPLACEMENT ITEMS IS AT GC EXPENSE. 3. AUDIO SYSTEM 13. CHANGE ORDERS G RECEIVE WRITTEN APPROVAL ON AWA'S PRIOR TO WORK. 12000 FURNISHINGS 14. JOB SITE PHONE FAX/CAMERA G EMAIL WEEKLY PICS TO TENANT PM. 1. SALES AREA 15. CERTIFICATE OF OCCUPANCY G LEAVE WITH STORE MGR AT CONSTRUCTION COMPLETION. A. FREESTANDING FLOOR FIXTURES EMAIL COPY TO TORRID PROJECT MGR. B. WALL STANDARDS 16. PROJECT SUPERVISION G FULL TIME ON SITE SUP. GC PM MIN AT FIELD REPORT. X T G T G T G T G T G T G T G T T POWDER COATED SCREWS PER A4. ASSEMBLE PLACE PER Al. PLACE PER Al. ROSE TRACK SYSTEM IN WHITE AT LOCATIONS SHOWN. INSTALL PER TENANT DIRECTION AND MFR INSTRUCTIONS. SEE 10/A5a FOR ATTACHMENT DETAILS. SEE A7 FOR DETAILS. "MOBILE MEDIA". SEE A4 & A5b. 17. TENANT CLOSE-OUT PACKAGE G PROVIDE C OF 0 & C OF C, (2) COPIES OF "AS-BUILTS", C. CASHWRAP ITOPERATIONS MANUAL, SUB LIST, WARRANTIES AND D. "GO -BACK" BAR LIEN WAIVERS TO TENANT LANDLORD. E. SCRIMS 02000 SITE WORK F. "EASY GLIDE" DISPLAY SYSTEM 1. DEMOLITION G G SEE SHEET D1. 2. SAW CUT SLAB G G AS REQ FOR ELECTRICAL. SEE Al. 2. FITTING ROOMS 3. GAS SERVICE &MANIFOLD L L A. GARMENT HOOKS 4. WATER SERVICE DOM. AND FIRE L L B. BENCH 5. ELECTRICAL SERVICE L L C. METAL MESH/PIC FRAMES 03000 CONCRETE WORK 3, STOCKROOM 1. SAND PAD L L A. SHELVING/HANGROD 2. VAPOR BARRIER L L B. HANGROD BRACKETS/ 3. REINFORCING FABRIC i' L STANDARDS/HARDWARE 4. CONCRETE SLAB L L C. DESK POSTER UNIT T T "MOBILE MEDIA". SEE A4 & A5b. 5. POURED CONCRETE G G' INFILL AS REQ TO MATCH EXG CONDITIONS/LL CRITERIA. FILE CAB/LOCKER/MICRO/FRIG ` AS REQ TO INSURE FLUSH FINISH FLOOR TRANSITIONS D. MOBILE SHELVING SYSTEM T T T T "MOBILE MEDIA". SEE A4 & A5b. 6. FLOOR PATCH UNDERLAYMENT/ G"G' TOPPING AND PROPER FINISH FLOOR INSTALLATIONS. 4. TOILET ROOM 7. EXPANSION JOINT A. TRASH CAN T 04000 MASONRY' B. SOAP DISPENSER T id 1. NO WORK UNDER THIS SECTION C. TOILET PAPER DISPENSER ITIGI 05000 METALS D. PAPER TOWEL DISPENSER T G 1. STRUCTURAL STEEL 0 L L MAINTAIN FIRE RATING. E. TOILET SEAT COVER DISPENSER T G 2. METAL DECKING ® L L MAINTAIN FIRE RATING. F. MIRROR 0 G G 3. COLD -FORMED METAL FRAMING G. GRAB BARS G G G G A. DEMISING WALLS G G SEE Al. H. TOILET SEAT B. INTERIOR STUD/JOIST/FURRING G G USE PROPER GAUGE BASED ON REQUIRED HEIGHTS. 13000 SPECIAL CONSTRUCTION 4. METAL REVEAL x 1. SPRINKLER SYSTEM 0 0 GIGI GIGGIGI EXG MAIN/BRANCHES TO REMAIN. RELOCATE AND/OR PROVIDE ADD'L SPRINKLER HEADS AS REQ PER STORE DESIGN AND GOVERNING CODES. VERIFY LL REQ VENDOR. AS REQ. PER LL CRITERIA AN/OR LOCAL JURISDICTION. 5. EXPANSION JOINT COVER X 6. THREADED ROD G G 3/8" THREADED ROD AT LENGTHS AS REQ. 7. SLOTTED CHANNEL FRAMING G G 1 5/8" RAW GALVANIZED UNISTRUT AS REQ. 2. FIRE ALARM SYSTEM 8. AIRCRAFT CABLE G G AS REQ. I I VERIFY LL REQ VENDOR. 9. STOREFRONT FINISH G G SEE A6 AND LL CRITERIA. 3. SMOKE DETECTORS GIGGIGI AS REQ. 10. CORNER GUARDS G G SEE A3 AND A7. 14000 CONVEYING SYSTEMS 11. MISCELLANEOUS METALS G G AS REQ. 1. NO WORK UNDER THIS SECTION. 06000 WOOD AND PLASTICS 15000 MECHANICAL 1. ROUGH CARPENTRY FRT LUMBER GIGGIGI AS REQ. 1. PLUMBING 2. PLYWOOD IGIGI CDX OR STRUCTURAL -ONE PLYWOOD. A. STUB -INS OIL GIG OIL OIL OILILI L G L L G GI G G G G G G CONTACT TENANT TO SETUP UTILITY ACCOUNT. SEE SHEET Pt. SEE SHEET P1. SEE SHEET Pt. SEE SHEET Ml. SEE SHEET Pl. SEE SHEET Pt. 3. WOOD BLOCKING G GI WOOD BLOCKING AS REQ. B. GAS METER 4. EXTERIOR SHEATHING 0 L L C. WATER METER 5. SLATWALL X D. WATER 6. PLASTIC LAMINATE X E. WASTE 7. WOOD BASE G G SEE B1 N FINISH SCHEDULE. F. VENT 8. RUBBER BASE G G SEE 82 N FINISH SCHEDULE. 2. PLUMBING FIXTURES 9. FRP WALL PANELS G G SEE FRP IN FINISH SCHEDULE. 3. WATER HEATER 10. TOILET SHELVING IGIG COORDINATE W TENANT. 4. DRINKING FOUNTAIN 07000 MOISTURE CONTROL 5. MOP SINK G G SEE SHEET Pt. 1. MOISTURE/VAPOR BARRIER ® L L 6. FLOOR DRAINS G G G G GIG SEE SHEET Pt. SEE SHEET Mt. SEE SHEET Mt. 2. FLASHING/SHEET METAL 0 L L 7. HVAC EQUIPMENT 3. BATT/BOARD INSULATION 0 L L 8. DUCTWORK/DIFFUSERS/GRILLES 4. E.I.F.S. 0 L L 9. TEMPERATURE CONTROLS GIGGIGI SEE SHEETS Al AND Ml. 5. CAULKING SEALANTS 0 G G EACH TRADE TO PROVIDE AS REQ. 6. SPRAYED -ON FIREPROOFING X 10. FIRE DAMPERS/ZONE BOXES IGIGI AS REQ. 7. WATERPROOFING I IGIGIAT TOILET ROOM PER LL CRITERIA. 11. EXHAUST FAN G G SEE SHEET Ml. 08000 DOORS AND WINDOWS 1 12. FLOOR PENETRATIONS G G PER LL CRITERIA. 1. STOREFRONT GLAZING SYSTEM ® G G SEE At & A6. 13. ROOF PENETRATIONS/CURB WORK x G G G G AS REQ. COPY OF CERTIFIED BALANCE REPORT TO TENANT. 2. ENTRY DOORS TRANSOM G G SEE DOOR SCHEDULE FOR ADD'L INFO. 14. SMOKE EVAC 3. FITTING ROOM DOORS R. G SEE DOOR SCHEDULE FOR ADD'L INFO. 15. BALANCE REPORT A. DOOR FRAMES AND TRIM G G SEE DOOR SCHEDULE, JAMB DETAILS & SHEET A5a 16000 ELECTRICAL FOR ADD'L INFO 1. STUB -IN WIRE TO SPACE 0 L L SEE ELEC SHEETS. 4. STOCKROOM HALLWAY DOOR G G SEE DOOR SCHEDULE FOR ADD'L INFO. 2. METERING 0 G GI CONTACT TENANT TO SETUP UTILITY ACCOUNT. 5. TOILET ROOM DOOR IOIGIG SEE DOOR SCHEDULE FOR ADD'L INFO. 3. PANELS 10G 0 G G G SEE ELEC SHEETS. SEE ELEC SHEETS. 6. SERVICE DOOR OIGIGI SEE DOOR SCHEDULE FOR ADD'L INFO. 4. TRANSFORMERS 7. DOOR HARDWARE MG SEE DOOR/HARDWARE SCHEDULE. MEET ADA REQ. 5. DISTRIBUTION IN TENANT SPACE G GI SEE ELEC SHEETS. FINISH TO BE SATIN CHROMIUM #US26D LON. 6. STUB -UP TO CASHWRAP G G T G T G T G T G G G IG IGI LOCATE PER Al. SEE LIGHT FIXTURE SCHEDULE ON SHEET A2. PROVIDE FINAL CONNECTION. SEE LIGHT FIXTURE SCHEDULE ON SHEET A2. SEE LIGHT FIXTURE SCHEDULE ON SHEET A2. SEE ELEC SHEETS. SET PER LL CRITERIA. COORD CONDUIT SIZE W APPLICABLE VENDORS. 8. DOOR LOCK CORES AND KEYS T G ALL EXT DOORS TO BE KEYED ALIKE AND ALL FITTING 7. LIGHT FIXTURES/TRACK DOORS TO BE KEYED ALIKE AT CONST COMPLETION. A. INTERIOR EXTERIOR 9. PANIC HARDWARE G G AS REQ PER CODE. SEE DOOR SCHEDULE FOR TYPE B. SIGNAGE 10. ACCESS PANEL G G WHERE REQ. C. EXIT EMERGENCY LIGHTS 11. MIRRORS 8. FIXTURE LAMPS A. SALES AREA G G 1 9. TIMECLOCK B. FITTING TdGI MIRROR ACROSS FROM ADA BENCH FURNISHED BY GC. 10. CONDUITS PULL WIRE FOR DATA, B. 3-WAY IN ALCOVE G G COMM., A V, ALARMS, PHONE G G MUST BE COMPLETED BY END OF 2ND WEEK OF CONST. 09000 FINISHES 11. TELEPHONE/DATA 1. GYPSUM BOARD G G PER PARTITION SCHEDULE ON Al. FOR A LEVEL 4 FINISH. A. TERMINAL BOARD PLYWOOD 2. EXISTING GYPSUM BOARD ® G G PATCH/REPLACE AS REQ PRIOR TO INSTALL NEW FINISHES. B. TERMINATIONS WIRING TO MARK T T T T GC TO COORDINATE W/ TENANT'S VENDOR. SEE SHEET El. 3. WATER RESISTANT GYP BOARD G G AT "WET" AREAS. SEE PARTITION SCHEDULE ON Al. C. CABLE 4, FLOOR 12. T-1 LINE TO SPACE T T GC TO HAVE TTB IN PLACE W IN 1 WEEK OF START. A. RESILIANT - SALES T G SEE I VF2 I IN FINISH SCHEDULE. 13. SECURITY SYSTEM T T G G I GC TO COORDINATE W TENANT'S VENDOR. LOW VOLTAGE BUZZER BUTTON AT SERVICE DOOR. PUSH BUTTON: EDWARDS #6321L OR EQUAL SINGLE STROKE CHIME: EDWARDS #338 G5 OR EQUAL LOW VOLTAGE TRANSFORMER: EDWARDS #599 OR EQUAL SEE Al AND ELEC SHEETS FOR ADDITIONAL INFO. B. RESILIANT - TOILET G G SEE L VF7 I IN FINISH SCHEDULE. 14. BUZZER SYSTEM C. CONCRETE SEALER G G SEE CSt IN FINISH SCHEDULE. D. CARPET TILE IX TIC SEE LgLT1j IN FINISH SCHEDULE. E. CERAMIC TILE 5. TRANSITIONS G G SEE SHEET A3 FOR DETAILS. 15. OCCUPANCY SENSOR 16. CURRENT LIMITERS G G SEE ELEC SHEETS FOR ADDITIONAL INFO. T G VENDOR IS MIDWEST LIGHTING. BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: MINDY KRESA torrid@cmarch.com MEP ENGINEER DUNHAM ASSOCIATES, INC. 50 S. 6TH ST, SUITE 1100 MINN EAPO LIS, MN 55402 (612) 465-7550 q REGIST EDR E TUC .CARLSONE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 04/25/19 DATE ISSUED 0005449 REG. NO. $M t70 , =', ;- PARKWAY SUPER CENTER 17580 SOUTHCENTER PKWY TUKWILA, WA 98188 SPACE #21 RE STRI1 PLFA�! ED APPROVED JUN 05 2019 City Of Tukwila BUILDING DIVISION SHEET TITLE: RESPONSIBILITY SCHEDULE, DOOR AND HARDWARE SCHEDULE REVISIONS LOG ORIGINAL ISSUE: 04/25/19 N0: DATE: BY: PROJECT NO: 19127.005 DRAWN BY: ABS ...,..;k �_ha,�il2 ` 7 a V) ocn I0 0 CN N P I 3 o 04 N 0) EXIT #2 (WITH PANIC HARDWARE) EXIT WIDTH = 36" OCC = 56 TRAVEL DISTANCE FROM POINT A=39'_3" LIFE SAFETY PLAN ere) C 4 IA' 41 n„ - L_ __..-___ --1--------_!-- _----_ . _ - — - - RES5 DISTANCE FROM POINT C TO EXIT #2 39'-6" EGRESS DISTANCE FROM POINT D TO POINT A = 65'-3' G — -- _ POINT POINT D I MALLZr(Yt 1t1 ' I oCKER _ _ LJ - FE Fit �_.-_.....-._..� . .-.,.._...__._......_. .._..__...___. _CA�..___-..__ -.. _._. -, -..I9. "i-T — I o r I I I rl t f I� ll` 11��iIillliia�#i�t ii�;! . ,? z ne T ----I116'1114l1 ilal!'(�1;F11 tltsl o i �ZWo _ M Q COMMON PATH OF EGRESS PROVIDED n o FROM POINT A TO EXIT #2 = 39 3OINT A COMMON PATH OF EGRESS PROVIDED FROM POINT A TO EXIT #1 = 77'-8" �� ---- -- - 1111------ - - ----------------------- -----------------Ifi I I air e.7,.a.it u. I �j rr �1g ki i Z i i- i 85, r , _ II i II I II DlSTgIyCE 9 I/4" 8e7W1E1 EX TTs - Il 3-„ —V) I I I i fl;t� Il - I itI � ill�!f iliri� I(il POINT B II it Till 1 1 I, II 4- - - - -= - -- AUjACENT TERART I, EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2--1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, S. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration Of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on -site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a minimum at any point of 0.06 footoandle at the end of the emergency lighting time duration: A maximum -to -minimum illumination uniformity ratio of 40 to I shall not be exceeded, 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface, The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharge. EIIEXIT #1 TE IT WIDTH = 72" OCC =56 TRAVEL pISTANCE FROM POINT A=77'-8" X Rlt>R 0 LEGEND EXIT ACCESS TRAVEL DISTANCE FOR BUILDING WITH SPRINKLER = 250' MAX / EMERGENCY EXIT LIGHT FE. FIRE EXTINGUISHER EXIT SIGN MEP ENGINEER DUNHAM ASSOCIATES, INC. 50 S. 6TH ST, SUITE 1100 MINNEAPOLIS, MN 55402 (612) 465-7550 5449 REGISTERED STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT PARKWAY SUPER CENTER 17580 SOUTHCENTER PKWY TUKWILA, WA 98188 SPACE #21 PLAN NORTH STRIP CtNT = E� DED c COMPLIANCE APPROVED JUN 0 5 2019 City of Tukwila BUILDING DIVISION SHEET TITLE: LIFE SAFETY PLAN REVISIONS LOG ORIGINAL ISSUE: 04/25/19 NO: DATE: BY: PROJECT NO: 19127.005 DRAWN BY: MMK LSP COPYRIGliT BRUCE M. CARLSON ARCMTECL PLLC 2019 / } 3 0 2 w 0 9 1 •-. - SCALE 1 /4" = V-0" CONCRETE AT INFILL/PATCH TO MATCH EXG. 4000 PSI LOW W/C RATIO WITH MASTER BUILDERS RHEOMIX ADMIXTURE. GET APPROVED CONCRETE MIX FROM GCS. #3 CX 18" OC W/ 4" MINT——"" lN—�—•� / EPDXY SET INTO EXG 1 SLAB EDGE 121 MIN. AB INFILL/PATCH SLAB EXG SLAB 4„ 9„ 1'-6„ 9„ 4„ d d d a 11 —III—III—III-1 ( —1 1 1 III —1 1 1—I—III—I I- #3 ® 18" OC EACH WAY MIN AT INFILL AREA. STEGGO VAPOR BARRIER, LAP AND TAPE SEAL PER MFR RECOMMENDATIONS TO REPAIR AND MAKE WATER VAPOR TIGHT. / 2'\ FLOOR SLAB REPAIR DETAIL D� SCALE 1 1 /2" = V-0" 85'-1 1 /4" I I ------- ---------------------- - - - - - - - - - - - - - - - -------- I l------------------------ - - -- - - - - - - - - - - - - - - - - - - - - - - - - I 16 I 2 2 I 21 I I I 11 17 4;: i I 18 i ! I 11 17 I — T I1 \ 2 s I I I __ __� I CL I - - --- { I I al --I --- ----1 1 18 T I I i i� ro w I 18 I I I TYP i ) I �� _ _.. I -- - - - I---- - i-- t8- _I { I I) ( I- _.I --_iJ I. I ! - - I----- I ---------------- -- -- --- ---- ---L - --- ' - I --I L i I E 1 I'r l; i ! I I r�l I 20 T I ( I QI i} I LL❑J I I I � � I !: 19 % 18 I � I II� �� I L:- c (� � w w I r -t , I --- I I--------T- I---- -------.._..._------- .......----I---------------I-- _ 1 �a u l__� _ -_li�_ I { I TYP _ I I ------------- 21 -- L _�--t-__ -t-�.1 -- - ----� I .__ I i I L I I l I II � 1 1 or 'r- I 4 I I I 20 i !i I 19 I s 1a , I V � - _ -a I �_ I {_ it — I— - I I I I i I I I 25'-14 3/4" VERIFY W/ At 20 18 ( I I 1 ( h;. I I I - - = --j F II �1 �I I ! 22 ICo / v i4.1.----- -19 I-�� I - a_ I ( EI 1 ---- - ----- - I---- -- ---- --- -- I-----_- -- - - TYP_ _-- i_ ---- - - - 17 I I. � I I I 1 1 is _ 23 l� J 20 I 8 'T_iJ_TYP I__I 19 18 I ? I } -8 { I I L_ ! L TYPi 20i -- 18 � I , I , I I i Lj-ET i 4! 201 i ��l : I ( 20 21 1 I .. 16 L�11P I 18 2 I LL LZJ i 18 _Z)F ! I t8 I I I l I I is TYP 4 11 I i \x 201 It I \ 4 I T- - ,- i — — I I 21 21 21 21 21 21 21 21 , I i DEMOLITION KEY NOTES 1 COMING SOON" WINDOW GRAPHICS OVER STOREFRONT WINDOWS DURING REMOVE SLATWALL, PANELING, FURRING, FINISHES, WALL STANDARDS, ETC. CONSTRUCTION. PROVIDED AND INSTALLED BY TENANT. 1t DOWN TO GYP BD AT DEMISING WALLS AT TENANT'S SIDE ONLY. PATCH/REPAIR/REPLACE GYP BD AT DEMISING WALLS AS REQ. QEXG STOREFRONT CONSTRUCTION TO REMAIN. REPAIR TO "LIKE —NEW" CONDITION PRIOR TO CONSTRUCTION COMPLETION. COORDINATE WITH 12 EXG ELECTRICAL PANEL/EQUIPMENT TO REMAIN. SEE ELECTRICAL SHEETS. LANDLORD. REMOVE EXG PLUMBING FIXTURES, TOILET ACCESSORIES, WALL COVERINGS„ EXG STRUCTURAL COLUMNS TO REMAIN THROUGHOUT. MAINTAIN FIRE RATING 13 CEILING SYSTEM, LIGHT, FAN, CAP PLUMBING AS INDICATED/REQUIRED. IF EXISTING. PATCH/REPAIR/ REPLACE EXISTING EQUIPMENT AND FINISHES AS REQUIRED. EXG DEMISING WALL CONSTRUCTION TO REMAIN. PATCH/REPAIR GYP BD AS REQUIRED TO ENSURE 1—HR RATED PROTECTION AND PREPARE FOR NEW 14 CAP UNUSED ELECTRICAL LINES THROUGHOUT. REMOVE TO NEAREST FINISHES AT TENANT'S SIDE ONLY. AVAILABLE JUNCTION BOX OR SOURCE. 15 RELOCATE WIRING FOR THERMOSTATS. SEE LOCATION ON Al. SAW CUT EXG SLAB IN AREAS OF NEW ELECTRICAL AND PLUMBING. PROVIDE CONCRETE FLOOR PATCH AFTER INSTALLATION OF NEW SYSTEMS. SEE Al REMOVE STOREFRONT SIGNAGE IF EXISTING. CAP AS INDICATED/REQUIRED AND ELECTRICAL SHEETS FOR ADDITIONAL INFO. SEE 2/D1 FOR SLAB REPAIR 16 AND REMOVE ELECTRICAL LINES 70 NEAREST AVAILABLE JUNCTION BOX OR DETAIL. VERIFY WITH MALL MANAGEMENT FOR APPROVAL BEFORE SOURCE IF NOT BEING REUSED FOR NEW SIGNAGE. VERIFY ALL CONDITIONS IN PROCEEDING WITH THIS WORK. FIELD. REMOVE FLOOR FINISHES THROUGHOUT. PATCH/REPAIR EXG CONCRETE 17 EXISTING FURRING/PARTITION WALL CONSTRUCTION TO REMAIN. SURFACES FOR NEW FLOOR FINISHES UNLESS OTHERWISE NOTED. ENSURE PATCH/REPAIR GYP BD AS REQUIRED. SMOOTH TRANSITIONS PER ADA QUIDELINES AT TRANSITIONS. COORDINATE WITH TORRID PROJECT MANAGER, REMOVE PARTITION WALLS OR PORTIONS INDICATED, INCLUDING BOLTS, 18 ANCHORS, ETC. AT FLOOR LEVEL UNLESS OTHERWISE NOTED. REMOVE/CAP 7 REMOVE ALL LIGHT SWITCHES, DIMMER SWITCHES, AND ELECTRICAL OUTLETS ELECTRICAL AND PLUMBING WITHIN WALLS BACK TO SOURCE. THROUGHOUT UNLESS OTHERWISE NOTED. CAP AS INDICATED/REQUIRED AND REMOVE ELECTRICAL LINES TO NEAREST AVAILABLE JUNCTION BOX OR EXISTING DOOR AND FRAME TO REMAIN. ENSURE WORKING CONDITION OF ALL SOURCE, VERIFY ALL CONDITIONS IN FIELD. 19 COMPONENTS IN FIELD, REPAIR/REPLACE AS REQ. REMOVE CEILING SYSTEMS, LIGHT FIXTURES, TRACK, SECURITY EQUIPMENT, 20 REMOVE DOOR AND FRAME. SPEAKERS, AND MECHANICAL DIFFUSERS UNLESS OTHERWISE NOTED. HVAC SYSTEMS/EQUIPMENT TO REMAIN -UNLESS OTHERWISE NOTED, REUSE IF 21 PATCH/REPAIR GYP BD TO LIKE —NEW CONDITION AFTER FRAMING HAS BEEN APPLICABLE. CAP AS INDICATED/REQUIRED AND REMOVE ELECTRICAL LINES REMOVED. TO NEAREST AVAILABLE JUNCTION BOX OR SOURCE. VERIFY ALL CONDITIONS IN FIELD. SEE ARCHITECTURAL AND MECHANICAL SHEETS FOR EXTENT OF 22 EXG PLUMBING FIXTURES, TOILET ACCESSORIES, WALL COVERINGS, WATER DEMOLITION AND REUSE. HEATER, CEILING SYSTEM, LIGHT, FAN, AND ALL RELATED PLUMBING LINES TO `AND REMAIN UNLESS OTHERWISE NOTED. PATCH/REPAIR/ REPLACE EXISTING EXG SMOKE EVAC, FIRE ALARM, FIRE SPRINKLER EQUIPMENT TO REMAIN EQUIPMENT AND FINISHES AS REQUIRED. IF APPLICABLE. REUSE AS MUCH OF EXG EQUIPMENT AS POSSIBLE. VERIFY THAT ALL CONDITIONS COMPLY WITH THE INDICATED DESIGN PERFORMANCE 23 REMOVE LAVATORY AND RETAIN FOR REUSE. SEE A5c AND PLUMBING SHEET ON MECHANICAL SHEETC,. SE&MECHANICAL SHEETS. FOR MORE INFORMATION 10 REMOVE CABINETS, COUNTERS, DISPLAYS, EQUIPMENT, ETC. AND ALL 24 REMOVE WATER HEATER AND RETAIN FOR REUSE. SEE PLUMBING SHEETS FOR RELATED PLUMBING AND ELECTRICAL THROUGHOUT. PROVIDE PROPER MORE INFO. REMOVAL FROM SPACE. CAP AS INDICATED/REQUIRED AND REMOVE ELECTRICAL LINES TO NEAREST AVAILABLE JUNCTION BOX OR SOURCE. VERIFY ALL CONDITIONS IN FIELD. — j/ - -- 2 PSPI;+IT CIEIJTER PLAN NORTI NOTE; SUPERINTENDENT TO HAVE A WALK THROUGH WITH ELECTRICAL CONTRACTOR AND DEMOLITION CONTRACTOR PRIOR TO DEMOLITION TO IDENTIFY CIRCUITS AND WIRING THAT CAN BE RETAINED FOR THE ® NEW LAYOUT. NOTE• -- NOTE: CONSTRUCTION SITE TO NOTIFY TORRID PM AND ARCHITECT OF BE A NON—SMOKING DISCREPANCIES BETWEEN PLANS AND SITE ENVIRONMENT AT ALL CONDITIONS WITHIN 24 HOURS OF TIMES. ® COMPLETION OF DEMOLITION. BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: MINDY KRESA torrid@cmarch.com !67-- 1 � W,5' MEP ENGINEER DUNHAM ASSOCIATES, INC. 50 S. 6TH ST, SUITE 1100 MINNEAPOLIS, MN 55402 (612) 465-7550 W BRUCE M. CARLSON, ARCHITECT 04/25/19 DATE ISSUED 0005449 REG. NO. PARKWAY SUPER CENTER 17580 SOUTHCENTER PKWY TUKWILA, WA 98188 SPACE #21 STRIP CENTER1v`E APPROVED JUN 05 2019 City Of Tukwila BUILDING DIVISION SHEET TITLE: DEMOLITION PLAN AND NOTES REVISIONS LOG ORIGINAL ISSUE: 04/25/19 NO: DATE: BY: PROJECT NO: 19127.005 DRAWN BY: CCL D1 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2019 C 0 SCALE 1 /4' — 1'-0- W-0 1 /9" 45'-10" V-3 1 /4" 3 7'-2" 75'-11" CLEAR I 35 4A 1 .t5 I 26 18 I STOCKROOM 25 13 _ _21,_ A3Sb L_.---1-9 ----1-----� -19-----I---19- ------ 4 - - -24'-4" ._ -' --, 16'-0" 1'-8" 8'-1 3/4" 1 -8„ 2 -0., 19 29 c R TYP --- -- - - - ------------ 0 � 4'-1O.C. FILE 1� L:� LION CAB.-r-r-r-fFT L - rn r I o 30 113" 18 -0" v MI ' 31 I 4 HALLWAYIt I 18 2 O + 4 i IIw I I„ I 24 22 _I 1 1 I f !II 2 � E � I TYP 8 -i AS 21 - 2g'-4 3/4" I I TYP 27 SALES AREA 3 AS 4 , I A5 A5 2 4 5 6 2 III I — 1 i ALIGN II � 11 I I Milli dlf�= � IIII I � a�� I I I In A5c I 1 20 5� � 6 1/4" 6 t/4' o, +I L!T=—OET 11 4'-0„ AS 4,-8,� 28 ��' �� ti'(" _ 23 s. TYP i � � T i 33 5A 5 l LIGN II 5 o II II < II o w A5a Asa o A5o II I 1 " 15 0,10 0 5 1 MIN MIrt MIN - FITTING FI IG FIT 5'-0" 5 V-011 5 5'_O„ 5 \ _ HOLD _HOLD 1a HOLD _ w 4 2 0 3'-2„ 5 i U A5a � �%OTYP i° 0 3 `r RM1 I A5a 5DRS FITTING FI iTIN� ACC SIBL 05 ALCOVE-- 1 N MIN o 1 7 I FITTING o or ( 5 in A5a 1 w ( 5 7 1 0 5 10 0 o 5 A5a io z I � 8 ' �I P TYP 1 9 1 1 2 TYP Al 9'-5" 6'-0 1/2" 5,_011 STUD SPACING SCHEDULE WALL HEIGHT STUD SPEC STUD SPACING O'-0" TO 10'-6" 250S125-33 (20 GA) 0'-0" TO 10'-10" 362S125-18 (25 GA) 10'-10" TO 12'-5" 362S125-33 (20 GA) 2'-0" 12'-5" TO 13'-6" 362S125-33 (20 GA) 1'-4" 13'-6" TO 15-6" 362S125-33 (20 GA) 15-6" TO 16'-11" 362S125-33 (20 GA) 16'-11" TO 19'-8" 362S125-54 (16 GA) 19'-8" TO 26'-7" 60OS162-54 (16 GA) 1'-4" 13'- 2,-0" TYP IIII I 2a IIII I TYP Illl F- s L e —I — — — — — — — IIII 28 t TYP � e i oo r N III I III i ii i 1 1' 1 II.1 I I I o 29 J. t fI t II EO EO EQ - EQ — —4 15'-t1 1/2" S-2" [13"[ 14'-0" CLEAR MI ADJACENT TENANT PARTITION SCHEDULE SYMBOL PLAN DESCRIPTION REMARKS EXG DEMISING WALL/EXG PARTITION WALL TO �- REMAIN. REPAIR GYP BD AS RED. PREPARE FOR A NEW FINISHES. �- EXTEND EXG PARTITION WALL TO DECK. oo 2 1/2" METAL STUDS WITH 5/8" TYPE "X" GYP o-- n BD ON FITTING ROOM ONLY TO 6" ABOVE CEILING. SEE STUD SPACING SCHEDULE FOR SPACING REQ. 3 5/8" METAL STUDS WITH 5/8" TYPE "X" GYP BD ON BOTH SIDES TO DECK ABOVE IN STOCK/HALLWAY AND 6" ABOVE CEILING AT TOILET SALES FITTING ROOM SIDE. USE WATER RESIS ANT GYP BD AT "WET" LOCATIONS. SEE STUD SPACING SCHEDULE FOR SPACING REQ. 3 5/8" METAL STUDS WITH 5/8" TYPE "X" GYP 4A BD ON SALES SIDE ONLY TO DECK ABOVE. SEE ---kkk STUD SPACING SCHEDULE FOR SPACING REQ. 3 5/8" METAL STUDS WITH 5/8" TYPE "X" GYP BD ON BOTH SIDES TO CEILING ABOVE AT GYP BD LOCATIONS AND TO 6" ABOVE CEILING AT ACT B 1=1— LOCATIONS. USE WATER RESISTANT GYP BD AT "WET" LOCATIONS. SEE STUD SPACING SCHEDULE FOR SPACING REQ. 3 5/8" METAL STUDS WITH 5/8" TYPE "X" GYP BD ON OUTSIDE ONLY TO CEILING ABOVE AT GYP 5A � LOCATIONS BD LOCATIONS AND TO 6" ABOVE CEILING AT ACT LOCATIONS. SEE STUD SPACING SCHEDULE FOR g 1 1 SPACING RED. NOTES: 1. CONTROL JOINTS 0 30'-0" OC OR AS REQ AT GP BD ASSEMBLIES. 2. ALL GP BD TO BE TAPED, SPACKLED THREE (3) COATS, AND PRIMED FOR A LEVEL 4 FINISH. 3. SEE SHEET A7 FOR WALL PARTITION DETAILS. REMARKS: A. ENSURE 1-HR PROTECTION AT DEMISING WALLS. B. INSTALL DIAGONAL BRACING AT 48" O.C. TO STRUCTURE AS REQUIRED FOR SUPPORT FOR PARTIAL HEIGHT PARTITION. SEE A7 FOR CONNECTION DETAIL. C. SEE DETAIL 4/A7 FOR FIRE RATED PENETRATIONS. NOTE: GC TO VERIFY FINAL FIXTURE LAYOUT AS WELL AS FINAL STANDARD LAYOUT WITH TORRID'S PM PRIOR TO INSTALLATION. -0" M 00 I I 12 TYP ' I 33 ' 2 A6 1 3 33 ' U I I I REAR CORRIDOR -I ___4) RECEIVED ED .,22 PLAN NORTI FLOOR PLAN KEY NOTES 1 STOREFRONT GLAZING SYSTEM AND ENTRY DOORS, SEE SHEET A6. COORDINATE WITH LANDLORD. 18 LOCATION OF MOBILE AND/OR FIXED SHELVING SYSTEM. SEE SHEET A5b FOR ELEVATIONS. COORDINATE WITH VENDOR FOR INSTALLATION INFORMATION AND DETAILS. MOBILE SHELVING TO BE 2 EXG STRUCTURAL COLUMNS TO REMAIN THROUGHOUT. FURNISHED AND INSTALLED BY VENDOR. SEE APPROVED VENDOR DRAWINGS ON TORRID PROCORE SITE. Q3 TORRID" LOGO SIGNAGE AT EXTERIOR FACADE FOR REFERENCE ONLY. SIGNAGE UNDER SEPARATE PERMIT. COORDINATE WITH LANDLORD AND SIGN VENDOR. 19 HANGING ROD, SEE SHEETS A5b, 14/A7 AND 16/A7 FOR ADDITIONAL INFORMATION. O4 COORDINATE THE INSTALLATION OF ALL CABINETS, COUNTERS, FIXTURES, ETC. SEE SHEET A4. 20 EXG TOILET ROOM. INSTALL TENANT SUPPLIED ACCESSORIES PER SHEET A5c. SALES AREA WALLS TO BE PAINTED P1 FROM B1 TO CEILING ABOVE LION. CEILING PAINTED PROVIDE CONDUIT AND PULL WIRE FOR ELECTRICAL/VOICE/DATA AT CASHWRAP. COORDINATE S O P2 LION. SEE A7 FOR TYP WALL STANDARD INSTALLATION. 21 CONDUIT STUB -INS IN CASHWRAP WITH VENDOR'S SHOP DRAWINGS TO ENSURE ACCURATE AND CLEAN INSTALLATION IS ACCOMPLISHED. CONDUIT TO COME FROM INSIDE OF FLOOR TO CASHWRAP. EXG FLOOR SLAB TO REMAIN THROUGHOUT. PREPARE FOR INSTALLATION OF NEW FINISHES. SEE STUB -INS ARE TO BE CLEAN HOLES USING A DRILL BIT ONE SIZE LARGER THAN THE CONDUIT. 6 SHEET A3. FLOORING TO BE FLUSH WITH ADJACENT FLOOR FINISH. PROVIDE FLOOR LEVELING AS NECESSARY. 22 SAW CUT/CORE DRILL EXISTING SLAB (VERIFY WITH LANDLORD ON -SITE REPRESENTATIVE). NFILL IRED TORMADDATC CONDITIONS AFTER ELECTRICAL/PLUMBING HAS OBENCH AT FITTING ROOM SUPPLIED BY TENANT. SEE SHEET A5a FOR ELEVATIONS AND ATTACHMENT DETAIL. EXISTING NAL N BEENHNISTALL DS SEQU2/D1 BACKLIT MIRRORS IN FITTING ROOM SUPPLIED BY TENANT, GC TO INSTALL. ALL OTHER MIRRORS PROVIDED BY GC, INCLUDING NON -LIT MIRROR ACROSS FROM ADA BENCH. SEE ELEVATIONS FOR SIZE 23 SENSORMATIC "DIGITAL DOOR -MAX" EAS SECURITY SYSTEM MOUNTED AT STOREFRONT WITH CONCEALED WIRING. COORDINATE THE INSTALLATION OF ALL SECURITY COMPONENTS WITH VENDOR AND TRIM IF APPLICABLE. INSTALL ABOVE Bt AND SEAL EDGES WITH CLEAR SILICONE. SEE SHEET AND LANDLORD. PAINT ANY VISIBLE EAS CONDUITS MOUNTED TO STOREFRONT SYSTEM TO MATCH A5a. ADJACENT MULLION. SEE SHEET A5 AND ELECTRICAL SHEETS. 9 TENANT SUPPLIED METAL MESH WALL FIXTURE. INSTALL AS SHOWN ON SHEET A5a. 24 LOCATION OF VOLUME CONTROL FOR MUSIC SYSTEM IN CASHWRAP. SEE SHEET A8 FOR ELEVATIONS. COORDINATE WITH VENDOR. 10 PROVIDE 3-WAY MIRROR AND FINISHES AS INDICATED ON SHEET A5a. 25 LOW VOLTAGE BUZZER SYSTEM. LOCATE (1) BELL IN STOCK ROOM AND (1) BELL IN IN CEILING 11 "GO -BACK" BAR. PROVIDE BLOCKING IN WALL ON EITHER SIDE. SEE SHEET A5. ABOVE CASHWRAP. SEE A2 AND ELECTRICAL SHEETS. 12 FREE-STANDING BODYFORMS TO BE HANDLED BY TENANT ONLY. 26 LOCATION OF THERMOSTAT AT 48" AFF. SEE SHEET A5b AND M1. 13 LOCATION OF WALL MOUNTED SERVER BOX ABOVE, SEE SHEET A4 AND A5b. 27 LOCATION OF REMOTE TEMPERATURE SENSOR WALL MOUNTED AT 60" AFF. SEE SHEET A5 AND M1. 14 LOCATION OF EXG ELECTRICAL PANELS, EQUIPMENT, AND TRANSFORMER. SEE ELECTRICAL SHEETS. 28 FREE-STANDING POST INSTALLATION. SEE SHEETS A4 AND A7 FOR ADDITIONAL INFORMATION. 15 PROVIDE 3/4" PLYWOOD AT LOCATION OF TTB EQUIP. 29 FIRE EXTINGUISHER. LOCATE AS REQ BY FIRE MARSHALL. 16 STOCKROOM/HALLWAY WALLS TO BE PAINTED P1 FROM B2 TO 12'-0" AFF. 30 MOP SINK. SEE A5c AND PLUMBING SHEET. LOCATION OF DESK, SHELVING, MARKETING TUBE STORAGE UNIT, LOCKER, FILE CABINET, SAFE, 31 HI/LO DRINKING FOUNTAIN SEE A5c AND PLUMBING SHEET. 17 MICROWAVE, AND MINI REFRIGERATOR, SEE SHEET A4 FOR RESPONSIBILITY AND NOTES TO SECURE FIXTURES. 32 LOCATION OF HANGER MANAGEMENT HANGING ROD. SEE 15/A7 FOR DETAIL. 33 CEILING MOUNTED 'EASY GLIDE' TRACK SYSTEM. SEE A2 FOR ADDITIONAL INFORMATION. 34 TOP OF WALL AT 8'-0" AFF. 35 BLACKOUT FILM TO MATCH EXG. SEE A6 FOR ADDITIONAL INFORMATION. BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: MINDY KRESA torrid@cmarch.com i CONSULTANTS: MEP ENGINEER DUNHAM ASSOCIATES, INC. 50 S. 6TH ST, SUITE 1100 MINNEAPOLIS, MN 55402 (612) 465-7550 $449 REGIST RED CT BRUCE M. C RLSO $TATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 04/25/19 PARKWAY SUPER CENTER 17580 SOUTHCENTER PKWY TUKWILA, WA 98188 SPACE #21 STRIP I( (� & D L "2019 Tukwila DIVISION SHEET TITLE: FLOOR PLAN, PARTITION SCHEDULE AND NOTES REVISIONS LOG ORIGINAL ISSUE: 04%25/19 NO: DATE: BY: PROJECT NO: 19127.005 DRAWN BY: ABS/CCL A 1 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2019 2 3-WAY MIRROR A 1 SCALE 3/4' = 1'-0' w REFLECTED CEILING PLAN SCALE 1/4" = V-0" c 0 0 N NOTE: VERIFY LIGHT FIXTURE O WITH TENANT PRIOR TO ORDERING AND INSTALLING. CEILING TYPE SCHEDULE SYMBOL DESCRIPTION CL1 5/8" GYP BD OVER 3-5/8" X 18 GA MTL STUDS (362S162-43) Q 16" O.C. PREPARE FOR PAINT OR OTHER FINISHES AS NOTED. HEIGHT PER PLAN. SYSTEM. ACOUSTICAL A CEILING M. ENSURE GRID AND TILES ARE COMPATIBLE PRIOR TO ORDERING. ALL CL2 PIPES/CONDUIT/DUCTWORK ETC. TO BE ABOVE CEILING I POSSIBLE. AN COMPONENTS THAT ARE TO BE BELOW F Y CEILING ARE TO BE GANGED, PARALLEL AND PERPENDICULAR TO LEASE LINES. TO REMAIN OPEN TO DECK ABOVE. ALL CONDUITS FC—L31 SHALL BE GANGED, PARALLEL & PERPENDICULAR TO LEASE LINES. ALL PIPES, DUCTS, & FIXTURES SHALL BE SUPPORTED FROM HANGRODS, NOT WIRE. REMOVE ANY UNUSED ITEMS. VERIFY HEIGHT IN FIELD. CL4 EXG GYP BD SOFFIT/CEILING. PATCH/REPAIR/REPLACE AS REQ FOR NEW FINISHES. CLS 1 EXG ACOUSTICAL CEILING SYSTEM. PATCH/REPAIR/REPLACEAS REQ TO MATCH EXG. ADJAC NTT N LIGHT FIXTURE / ACCESSORY SCHEDULE TAG SYMBOL DESCRIPTION BULB MOUNT WATT EXG RELO NEW TAG SYMBOL DESCRIPTION BULB MOUNT WATT EXG RELO NEW O ® INDY 6 VERTICAL CLF DOWNLIGHT C6 VT— 1 26/42T—M VOLT— NDB / -- RECESSED 42 .::,. 2 O I MECHANCAL SUPPLY — SEE __ RECESSED/ C6VT — OR42—CS—PF MECHAN CAL SHEET SURFACE "JUNO" TRAC—MASTER LED WALL WASH/FLOOD T259L-3K—WH -- TRACK 41 :::�— 8 MM O ROUND MECHANICAL SUPPLY DIFFUSER — SEE MECHANICAL SHEET -- SURFACE --- 9 'JUNO" TRAC—MASTER SPOTLIGHT T689—WH W/ LED PAR30 LAMP -- TRACK 15 -- -- 168 a Ej MECHANICAL RETURN — SEE MECHAN CAL SHEET RECESSED/ SURFACE 2'-0" SINGLE CIRCUIT TRACK — WHITE FINISH _ 5 E 0 4'-0" SINGLE CIRCUIT TRACK — WHITE FINISH -- SUSPEND AT 12'-0" AFF -- 18 p O -- BACKLIT MIRROR FIXTURES (2) 58" SLIMUTE XL T5 PREMOUNTED ON FIXTURE. 35 — 5 6'-0" SINGLE CIRCUIT TRACK — WHITE FINISH 4 R 0 F oELECTRICAL FITTING ROOM FAN — SEE S HEETS -- SEE NOTE 7 -- — — 5 8'-0" SINGLE CIRCUIT TRACK — WHITE FINISH -- 14 ST a ST a SHOPPERTRAK — SEE ELECTRICAL SHEETS — _ SEE ELEC 1 F 0 JUNO 8 VERTICAL CFL DOWNUGHT CV8-126 32 42 T-820C—WH -- RECESSED 42 — ::.::..:.::: -- 13 V O® DOOR BUZZER IN CLG — _ RECESSED/ SUSPENDED __ -- -- 2 "ACCESS LIGHTING" PEARL WALL SCONCE #23970—BS/WH E-26: CENTERLINE OF J—BOX CAP V-8 60 — -- O EXIT SIGN W/ REQ LETTERS — — DIRECTLY BELOW CLG OR BOT C➢ 12'-0" 6 r ! r f r r "TROY LIGHTING" CEILING PENDANT, MODEL# KF17414, POLISHED STAINLESS STEEL FINISH LED4E12B-1127K CANDELABRA * (*BASED ON 15 WATT SOCKETS) 30 4W ( ) LED TORPEDO SUSPENDED, _ „ BOT ®7 9 450 5... `; .....G,:r. 1 X O EXIT SIGN/EMERGENCY: LIGHT COMBO W/ REQ LETTERS __ DIRECTLY BELOW CLG OR BOT 12'-0", — ' —= O SALES/FITTING ALCOVE: "LITHONIA" ELM6L—UVOLT—LTP—SDRT W/90 BATTERY BACK UP -- CLG MOUNTED OR BOTTOM @12'-0" -- 6 1 0 0 1 � "TROY LIGHTING" CEILING PENDANT, MODEL# KF17414-20-1, POLISHED STAINLESS STEEL FINISH _ LED4E12B 1127K CANDELABRA ( S BASED ON 15 WATT SOCKET) (8)15W E14 CLEAR BALL INCAND SUSPENDED, BOT ® 7'-9" IN FIT RMS AND — I 8' 6 N FIT ALCOVE 120 '' 3 YY o � STOCK HALL TOILET: "MAXILUME" / / — ELM —LED 803 W 90 BATTERY BACK UP — _ �® WALL MOUNT 8'-0" __ 5 TOILET: 481 2—TUBE STRIP FLUORESCENT — — SURFACE 64 :: 1 Z a ® EXHAUST FAN— SEE MECHANICAL SHEET RECESSED/ SURFACE __ 1 aJ STOCK/HALL: 481 2-TUBE STRIP FLUORESCENT BOT 013'-0" 64 ` 9 ® SALES: 48'L 2-TUBE STRIP FLUORESCENT BOT @ 14'-0" 64 ..:=..... , NOTES: 5. "NA" INDICATES NIGHT LIGHT FIXTURES. COORDINATE WITH E2. 1. ALL FIXTURES THAT ARE EXG TO REMAIN ARE TO BE CLEANED TO "LIKE -NEW" AND RELAMPED BY GC. GC TO 6. "R" INDICATES EXG LIGHT FIXTURES TO BE RELOCATED. COORDINATE WITH E2. REBALLAST FIXTURES ONLY AS REQ. 7. FAN IS TO BE CEILING MOUNTED AND ORIENTED SO THAT AIR FLOW IS DIRECTED TOWARD FITTING ROOM LIGHTS AND SI GE ARE TO BE ON A 24-HR TIMER SET BY GC. COORDINATE RE HOURS N. REF T SHEET ON TORRID 2 ALL STOREFRONT L GNA Q BENCH. PROVIDE BLOCKING IN CEILING FOR ADEQUATE SUPPORT OF FA ER TO CU WITH LANDLORD. PROCORE SITE AND ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION. 3. LIGHTING VENDOR IS RESPONSIBLE FOR VERIFYING CORRECT NUMBER OF FIXTURES/LAMPS REQ. 4. ALL NEW LIGHTING IS SUPPLIED BY TENANT'S VENDOR AND INSTALLED BY GC, LION. M. swBRUCE CARLSON architecture ' planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: MINDY KRESA torrid@cmarch.com 15 7 2 CONSULTANTS: MEP ENGINEER DUNHAM ASSOCIATES, INC. I 50 S. 6TH ST, SUITE 1100 I MINNEAPOLIS, MN 55402 (612) 465-7550 I SEAL: EX RIOR I I 5449 I REGIST E0 IR I CE M. CARLSON STATE OF WASHINGTON 3 A6 BRUCE M. CARLSON, ARCHITECT I II04/25/19 DATE ISSUED 0005449 IREG. NO. TORMD PH2,'JT `&j",,3 PARKWAY SUPER CENTER 17580 SOUTHCENTER PKWY • Li• WA 98188 FIRE PROTECTION NOTES 1. FIRE SPRINKLER/ALARM DESIGN, IF REQUIRED, SHALL BE CONDUCTED BY A STATE CERTIFIED DESIGNER. 2. FIRE SPRINKLER/ALARM CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO LANDLORD AND ALL APPLICABLE CODE OFFICIALS AS REO FOR APPROVAL/PERMITS. 3. FIRE SPRINKLER/ALARM CONTRACTOR SHALL USE THE CEILING PLAN FOR LAYOUT TO COORDINATE SPRINKLER HEAD LOCATIONS AND ALTERATIONS OF EXISTING SYSTEM TO AVOID CONFLICTS WITH EXISTING CONDITIONS OR MECHANICAL AND ELECTRICAL SYSTEMS. 4. IT IS THE INTENT THAT SPRINKLER MAIN AND BRANCH LINES WILL NOT BE RELOCATED. SPRINKLER HEADS WILL NEED TO BE (RE)LOCATED AS REQUIRED BY CHANGES IN THE CEILING/STORE DESIGN FROM THE CURRENT LAYOUT PER NFPA STANDARDS. 5. WHERE NEW HEADS ARE REQUIRED: • PROVIDE CONCEALED/FULLY—RECESSED HEADS WITH WHITE CONCEALER CAPS AT ALL GYP BD AND ACT CEILING AREAS. CENTER IN ACT CEILING TILE. • PROVIDE UPTURNED HEADS AND EXTENSIONS AS NECESSARY AT CEILING LOCATIONS WHEN SPRINKLER MAIN AND BRANCH LINES ARE BELOW THE CEILING. • PROVIDE UPTURNED HEADS AND EXTENSIONS AS NECESSARY AT OPEN —TO —STRUCTURE CONDITIONS. 6. WHERE EXISTING SPRINKLER HEADS ARE NOT CONCEALED IN AN EXISTING ACT CEILING OR GYP BD CEILING, REPLACE WITH FULLY RECESSED HEADS WITH WHITE CAPS. REFLECTED CEILING PLAN NOTES 1. VERIFY HEIGHTS AND LOCATIONS OF EXISTING OVERHEAD OBSTRUCTIONS. NOTIFY ARCHITECT AND TENANT IMMEDIATELY OF ANY SUCH OBSTRUCTIONS THAT MAY INTERFERE WITH STORE DESIGN. I 2. PROVIDE CEILING ACCESS PANELS IN GYP BD CEILINGS AS REQUIRED BY ENGINEERS AND FOR ANY EXISTING LANDLORD EQUIPMENT. PAINT TO MATCH ADJACENT CEILING FINISH. 3. PROVIDE ADEQUATE CLEARANCES FOR DUCTS AND RELATED APPURTENANT ITEMS NECESSARY TO MAINTAIN THE SPECIFIED HEIGHTS FOR CEILING SYSTEMS AND LIGHT FIXTURES ABOVE THE FINISHED FLOOR. 4. TRACK LIGHTS\BIAX FIXTURES TO BE ALIGNED IN GRID PATTERN AND LENGTH OF TRACK TO BE OFFSET 2" PARALLEL TO GRID. AIM PER TENANTS DIRECTION. 5. PROVIDE HANGER AND SAFETY WIRE FOR LIGHT FIXTURES, SPEAKERS, AND AIR SUPPLY/RETURN DIFFUSERS (AS REQUIRED PER LOCAL CODE). 6. ALL CEILING HEIGHTS INDICATED ON PLANS ARE FROM TOP OF FINISH FLOOR TO UNDERSIDE OF FINISH CEILING UNLESS OTHERWISE NOTED. 7. ARCHITECTURAL DRAWINGS DETERMINE LUMINAIRE LOCATION AND OTHER ARCHITECTURAL ITEMS AND SUPERSEDE ALL OTHER CEILING APPURTENANCES, SUCH AS DIFFUSER LOCATIONS. 8. GC TO COORDINATE EXACT LOCATION OF SPEAKERS WITH VENDOR. 9. CEILING COMPONENTS IN SALES AREA INCLUDING, ACT GRIDLINES, MECH DIFFUSERS, AND CEILING GRATES TO BE PAINTED P2 . COORDINATE WITH TENANT. _ SPACE #21 STRIPr CENTERP�{� DED ,' „ePROVED JUN 05 2019 City of Tukwila BUILDING DIVISION SHEET TITLE: REFLECTED CEILING PLAN, SCHEDULE AND NOTES REVISIONS LOG ORIGINAL ISSUE: 04/25/19 NO: DATE: BY: PROJECT NO: 19127.005 DRAWN BY: SUB/CCL m w t wan isI[a�� 2i.4ity:S4ti,.Ki'Y.«Y.9t�.x�.?..rvF'4:,.'";'�.,$., ..:<t. &\..s.:':ix„b. C, v ._, Fx.F�:�A ,r:.i Htv:S:'xa?F .: �.%:,. �. ,4i xz. ^i rr; �.. t-. t`� „s . ,,, r c a g t t t k... e, -t^, ,. �,. r?,�e ., .. "v.h'vro..r:rssa.rs: BS,.:s."v4a.:..�F.a ... �. �;<.... x. v�S.. .w, �f.,v,... .x�+.:�.•..,fi5 x .. ,a4.. Gi�S:x±�.,...r�.. ,�,. ., ,_.. 1 T I I EXTERIOR I '::::��[CK__IOOM CS1 PtL----------t-----------I---------- 9 2' A3a . A3a -- - - ip OCKER ( —.—..—..—.—.—.—.—.--,...._—.._._—_�---------------- FE SAFE--�---�- (rEff r — FILE CLlAB.-i- Lggpg Lwgg_J= �-= 1 " FRP HALLWAY CST VF2 f CS1 i 4 � r Pt _ AIM - I I TYp I CS1 // ////IIII////////////7 I/L►//////// VF It" it T i's du MINI *_!'A A3o TYP ALL SIDE • - ■■�■ n SALES AREA A3a EXG`... t tp 3 CORRIDORTUTLE'7 W21 ��e! i PI : t EPXG TY A3 2 P1 A3a jALL SIDES OF T BASE) �1I7) �(� i 5 BUILD OUT _ UON I ` 'y A3a 2 _..I1:1111hi� 2 VF2 8 t0 _ P4 P4 P4 I I (I I II i! I II I IIII I II II II IIII ITT NG FIT NG I A3a FIT ING - s ggj !- c---� hill III I P1 -- IIII ALL SIDES OF _ WC1 BUILD OUT - -- — aQ EQ4 5 IEI - - - - - - - - -- - 2 TAG TYP ALCOVE FIT ING L I�3 III I WC2 4„ ITTI �,I vFz Q wc1 Pt 1' I 1 A3a III i ACCESSIBLE Bt II P4 2 10 2 ALL SIDES OF TYP IIII G LIONBUILD OUT _ ._ -- _ r -i- I �" I I i � � I _ I _ I :.,,_ I III I FINISH PLAN SCALE 1/4" = V-0" 0 0 N rn 0 w z U 61 Pt 3 SAIL S` AREA FITTING ALCOVE E 2 BASE TRANSITION DETAIL A3 SCALE 3/4" - V-0" TYP ALL FIT RMS LION I P1 ALL SIDES OF BUILD OUT ADJACENT TENAN 2" HEIGHT STENCIL LETTER THAT READS °KEEP AREA CLEAR" w O 5 30 0 FLOOR STRIPPING DETAIL SCALE 3/4" = 1'-0" NOTE: FINAL CLEANING DUTIES BY TENANT. 6 7 8 FINISH PLAN KEY NOTES 1O EXG THRESHOLD TO REMAIN LION ON DOOR/HARDWARE SCHEDULE. OPROVIDE CORNER GUARDS AT ALL OUTSIDE CORNERS IN SALES TO CEILING/SOFFIT/BULKHEAD ABOVE. SEE ELEVATIONS AND A7 FOR ADDITIONAL INFORMATION, GUARD TO RUN FULL HEIGHT W/o SEAM. 3 PROVIDE CORNER GUARDS AT ALL OUTSIDE CORNERS IN STOCKROOM TO 4'-0" AFF. SEE ELEVATIONS AND A7. ONO BASE OR SHOE BASE ON WALL BEHIND INTIMATES CABINET. INSTALL SHOE BASE AROUND CABINET AFTER CABINET HAS BEEN INSTALLED, PAINT TO MATCH. OPROVIDE SHOE BASE AROUND CASHWRAP, BACKWRAP, SALES AREA WALLS, AND INTIMATE CABINETS, PAINT TO MATCH. MALL FINISH TO CLOSURE LINE. COORDINATE WITH MALL OPERATIONS. REFER TO SHEET A6 & Aft FOR STOREFRONT FINISHES. CEILING MOUNTED 'EASY GLIDE' TRACK SYSTEM. SEE A2 FOR ADDITIONAL INFORMATION. 9 DESIGNATE 3'-0" CLEAR AREA AROUND ELECTRICAL EQUIPMENT IN RED PAINT. SEE DETAIL 3/A3. 10 INSTALL VENDOR PROVIDED LAMINATE TRIM AT ALL SEAMS BETWEEN INTIMATES CABINET AND BUMP OUTS. CAULK TO MATCH WHITE FINISH OF CABINETS. 11 MAINTAIN EXG VCT FLOORING IN RESTROOM. PATCH/REPAIR TO MATCH EXG. PROVIDE NEW IF REQUIRED. GC MISCELLANEOUS AND TURNOVER DUTIES 1. MEET PHONE COMPANY FOR PHONE LINES AND JACK INSTALLATION: A. CALL IN ADVANCE TO FIND OUT EXPECTED TIME OF ARRIVAL. B. INSTRUCT PHONE TECH TO INSTALL (1) JACK AT #1 CASH REGISTER LOCATION. C. EVERY JACK SHOULD BE CLEARLY LABELED WITH PHONE NUMBER. D. CALL NANCY BENNETT AT (626) 839-4681 TO VERIFY INSTALLATION IS COMPLETE. 2. CONDUCT FINAL WALK THROUGH WITH DM: A. BE SURE THEY HAVE ALL KEYS TO THE STORE. B. WRITE DOWN ANY EXTRA REQUESTS FROM DM ON STORE INSPECTION SHEET. C. VERIFY THE LIST IS COMPLETED BEFORE YOU LEAVE THE JOB SITE. D. DM MUST SIGN OFF ON THIS PORTION OF GC'S DUTIES FOR COMPLETION OF PUNCH LIST. 4. TRUCK ARRIVAL: A. TRUCK WILL ARRIVE ON FRIDAY AT 7:00 AM. 5. BE PRESENT TO CORRECT ANY PROBLEMS THAT MAY ARISE DURING CONNECTIVITY TEST TO CAT 5 WIRING CONDUCTED BY TORRID PROJECT MANAGER. 6. COVER AND PROTECT CARPET TILES AFTER INSTALLATION. 7. PROVIDE SECOND DUMPSTER AT TURNOVER FOR TENANT REFUSE. RECEIVED P FINISH SCHEDULE SYMBOLF DESCRIPTION (SPECIFIED VENDOR, IF APPLICABLE, IN PARENTHESES) BASE 81 HARDWOODB6IG INDA3a? AREA UON AND P1 AT FITTING ROOMSAND ALCOVE.SEE DETAIL ONHIGH GLOSS. 82 "JOHNSONITE" - "BLACK" #40, 4" HIGH RUBBER COVED BASE. PROVIDE 90 DEGREE CORNERS WHERE REQ. SEE DETAIL ON A3a. CEILING ACTt ARMSTRONG - 24748 x3 4 WHITE CORTEGA SECOND LOOK II # 2767 TEGULAR ANGLED . TILE IN 15/16" WHITE PRELUDE GRID. SALES AREA PAINTED =. FLOORING F-CS-1-1 "SURTECH" - #CS-672 W/ #575 CONCRETE SEALER APPLICATION. GRIND FLOOR W/ 80 GRIT DIAMOND PAD, FILL JOINTS AND CRACKS W/ URETHANE BASED CAULK, PATCH AREAS OF DAMAGED SLAB W/ "CGM BUILDING PRODUCTS" - LEV-L-ASTIC COMPOUND, SAND SMOOTH ANY AREAS THAT WERE PATCHED AND REMOVE DUST, APPLY TWO (2) COATS PRIMER AND THREE (3) COATS SEALANT. CPT1 CARPET TILE, 20"X20". FURNISHED BY TENANT, INSTALLED BY GC WITH GRID -SET GREEN GLUE 2000. PTt "'CONCEPT SURFACE" - ICON "DOVE GREY" 12"X24" SATIN FINISH. INSTALL IN RUNNING BOND PATTERN. GROUT JOINTS TO BE 1/16" MAX.- VFt "ARMSTRONG" - CONNECTION CORLON #88712 "LIMESTONE" SHEET GOOD OR APPROVED EQUAL. SEE DETAIL ON A3a. VF2 "MATS INC" - PLANK COLLECTION, ASH #W7550 GRAY ASH, 6"X36" PLANK. SEE DETAIL ON A3a. FURNISHED BY TENANT, INSTALLED BY GC. WALL FINISHES FRP 1 FIBERGLASS REINFORCED PANEL - WHITE W/ SMOOTH FINISH, W/ ALL REQ TRIM/CAPS. HT1 1x3 POPLAR HARDWOOD PERIMETER TRIM. PAINT =. . SEE ELEVATIONS ON SHEET A5 AND DETAIL ON 10/A7. F_M_TL7I BRAKE METAL PANEL. MINIMUM 18 GAUGE, POWDER COATED WHITE,RAL;#9003, GLOSS` FINISH. P1 "SHERWIN WILLIAMS" - "PURE WHITE" #7005. WALLS: EGGSHELL; CEILING/DECK: FLAT LATEX. FITTING ROOM DOOR FRAMES AND WALL BASE: HIGH GLOSS. CUSTOM MIRROR FRAME: HIGH GLOSS; NON -FITTING ROOM DOORS AND FRAMES: SEMI -GLOSS. P2 "BENJAMIN MOORE" - "DELRAY GRAY" #1614. WALLS: EGGSHELL; CEILING/DECK: FLAT LATEX. WALL BASE: HIGH GLOSS. CUSTOM MIRROR FRAME: HIGH GLOSS. P3 "BENJAMIN MOORE" - "OVERCOAT" #CC-544. OUTLET ONLY. WALLS: EGGSHELL; DOORS: - SEMI -GLOSS; DOOR FRAMES: HIGH GLOSS. P4 "GLIDDEN" - "PEACHY PINK" #30YR 38/337. WALLS: EGGSHELL. WCt "DENOVO WALL" - POPOLO "STEEL BEAM" #DN2-POP-06. FURNISHED BY TENANT, INSTALLED BY GC. WC2 "DENOVO WALL" - POPOLO "VANILLA ICE" #DN2-POP-01. FURNISHED BY TENANT, INSTALLED BY GC. NOTES: 1. INTERIOR FINISHES TO HAVE A MINIMUM FLAME SPREAD AND SMOKE DEVELOPED INDEX OF CLASS C. 2. ALL DOORS, DOOR FRAMES, AND DOOR TRIM TO BE HIGH GLOSS PAINT FINISH. 3. G.C. TO DO "TOUCH-UP" PAINTING AT DAY OF STORE OPENING. BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: MINDY KRESA torrid®cmarch.com CONSULTANTS: MEP ENGINEER DUNHAM ASSOCIATES, INC. 50 S. 6TH ST, SUITE 1100 MINNEAPOLIS, MN 55402 (612) 465-7550 SEAL: 5449 REGIST ED I E T CE M. CARLSON STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 04/25/19 DATE ISSUED 0005449 REG. NO. PARKWAY SUPER CENTER PLAN 17580 SOUTHCENTER PKWY NORTH �D TUKWILA, WA 98188 SPACE #21 STRIP,CEN .j�A` P�VDED APPROVED _ . JUN052019 City of Tukwila BUILDING DIVISION SHEET TITLE: FINISH PLAN AND SCHEDULE REVISIONS LOG ORIGINAL ISSUE: 04/25/19 NO: DATE: BY: PROJECT NO: 19127.005 DRAWN BY- SLB A 3 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2019 i 01 9 � _i I M�l s �•xr uu5S�;„vo"�: e'.. F v. as. is azkm4 ENTRY TABLE MOBILE SHELVING 02.01.2016 VERTICAL ORIENTATION 6'-0" TRACK FOR VERTICAL ORIENTATION 0 I M 00 II 11 II II II II II 11 II NNi1t 1 It it 1 1p 11 II 11 II it 1 1 Nit I ( 1 n I� 1 it II 1 it II 1 itit 1 II 1 it II 1 II u 1 n II 1 N u I n u 1 N 11 1 it 11 1 it 11 1 itII 11 1 II 1 it 11 1 it u 1 n n I n II I 11 1 I1 1 II 1 I 1I 1 II 1 11 1 u 1 n II i it II 1 n n 1 n 11 t it 11 1 itit 11 1 II 1 11 11 II ,1 n :n1, — 0 I I 11 1 it _ u SPIDER TRACK DETAIL NOT TO SCALE 0 4' - 0" II II 11 11 11 11 11 11 II 11 ii II 11 II 11 II II It n N, n tl N n IN u u N II 11 n n N11 11 11 n n N11 11 it N 11 N11 11 11 N, 11 11 it it 11 n "Tl u ri— Nit -TT- 11 II it it 11 it it II it 11 II 11 II 11 it 11 11 it it It 11 tl ii Id 11 11 II 11 It II 11 it II it ii it it it 11 tl it II it Y 11 u YI 8' TRACK SHOULD BE LOCATED 4'-0" FROM LAST TRACK. TRACKS SHOULD BE 1'-0" O.C. G.C. TO PROVIDE BLOCKING FOR TRACKS. TOTAL OF (3) TRACKS PER STORE. WOOD BASE A3a SCALE 3" - 1'-0" WALL TYPE PER PLAN OR FIXTURE. 1X MEASURING 6" AT HIGHEST POINT OF FLOOR PERIMETER. TAPER AS REQUIRED. PAINT PER SCHEDULE AND ELEVATIONS. SHOE BASE PAINT TO MATCH Bt EXG SUB FLOOR. d WALL TYPE PER PLAN. �- g A icy..:.---- EXG SUB FLOOR. 2 RUBBER BASE A3a SCALE 3" = 1'-0" WALL TYPE PER PLAN. J MOLD TRIM. COVE BLOCK. (� l� VF1 9 a n A -, — EXG SUB FLOOR. COVED VINYL BASE SCALE 3" = 1'-0" PROVIDE MTL TRANSITION STRIP. 4. u EXG ° 4 e o SUB FLOOR. a ° a . ° VINYL TO CONCRETE SCALE 6' = 1'-0" ALUMINUM — THRESHOLD SET IN FULL BED OF MASTIC. ENTRY DOOR SYSTEM. x 4 � EXTERIOR N o EXG SUB FLOOR. a- jft,,TRANSITION AT ENTRY N BRUCE M. CARLSON architecture - planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: MINDY KRESA torrid@cmarch.com j CONSULTANTS: MEP ENGINEER DUNHAM ASSOCIATES, INC. 50 S. 6TH ST, SUITE 1100 MINNEAPOLIS, MN 55402 (612) 465-7550 SEAL: WUC4495 REGIS RED tCT E M. CARLSON OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 04/25/19 DATE ISSUED 0005449 REG. NO. OMEEMEMMMMMMMMMMMMMMEimmmammm PARKWAY SUPER CENTER 17580 SOUTHCENTER PKWY SPACE #21 STRIP CENTE 0 Q F .JMPLIANCE ,APPROVED JUN 0 5 2019 of Tukwila SHEET TITLE: FINISH DETAILS REVISIONS LOG ORIGINAL ISSUE: 04/25/19 NO: DATE: BY: PROJECT NO: 19127.005 DRAWN BY: SLB A3a COPYRIGHT BRUCE M. CARLSON ARCHIIECT, PLLC 2019 V Y n V a 0 a I 0 XTE€�RIOR- I SR-04 ABOVE Y� I i s EGRESS PATH STOCKROOM I FT-LKR 4 - - ' HANGER 13 _ 6 MPMT o 10 F"Fr-1 CORRIDOR 8" CRER FILE 1 -r7-r-t- CAB __'. 3-y PILE v r II _ - I 1_ I — I— — -� II I I I _ I �I _ ! CW Cwc Am LLO 10 STANDARDS FSP 9 STANDARDS Tp_Byy PURE WHITE PURE WHITE cc HEY ' .0 00 FT-60 — FT 50 — — — — — — �� — MPUL -CW EGRESS PATH SALES AREA - — � I i I TD GT GDb -- _ - l — GDaXTD GD�a 0 FT 28 — �� TOILET — 7 z 3'-8" 03 i' a i ! r HP-75 MW-5A FSP -GD GDa 12 I i _ X 91aI FIXTURE PLAN SCALE 1/4" = V-0" 70----- --- BI-011 - - - - T - - - - ---J) II II o "i 2 MW-5A n MW-5A n MW-5A M I 00 EGRESS PATH o I I I I X RIO 0 < IIII FITTING FITTING FITTING to — — .: W — 5 ( co� _TB — — — — — — 2 u FITTING o¢ MW-58 I I ( I CO <GDb GDb GDb �! O goo FSPIlfld'�i FITTING } a ..,.* w.� .. €�� S r !F 9 ir► - MIR-03 ACCESSIBLE o) �3O (�' ING I MW-5A MW-30 W FSP. u t L ;C,V';!_,r: 7, FITTING -10 _ _ FR-03 MIR-04 '� i_- " I m 1�NEW:_' I -- 2 I W 3.J I I FIXTURE PLAN KEY NOTES O1 CASHWRAP WITH ACCESSIBLE SIDE COUNTER. SEE A8 FOR CUT SHEET. O2 INSTALL GRAY STANDARDS AT 18" O.C. AFTER INTIMATES CABINET IS INSTALLED, CUT TO SIZE AS REQ IN FIELD. INSTALL PULL OUT DRAWER ON BACKSIDE OF FIXTURE CLOSEST TO WALL. q NOT USED. 5 22"x3O" FRAME MOUNTED TO WALL. SEE SHEET A5a. 6 SECURE LOCKER AND FILING CABINET TO WALL. 7 SECURE BENCHES TO WALL PER ATTACHMENT DETAIL ON A5a. 6 NOT USED. 9 NOT USED. t0 NOT USED. CEILING MOUNTED 'EASY GLIDE' TRACK SYSTEM. SEE A2 AND A3a FOR ADDITIONAL 11 INFORMATION. PUSH INTIMATES CABINET TO ONE SIDE SO THE 1" GAP IS ON ONE SIDE. SEE A3 12 FOR MORE INFORMATION. 13 MICROWAVE AND MINI -FRIDGE UNPACKAGE/HANDLE BY TORRID OPERATIONS ONLY. GC MISCELLANEOUS DUTIES 1. PLACE PLASTIC PIECES FOR ROSE DISPLAY SPIDER TRACK IN CASHWRAP 8. ALL 5 PALETTES OF OFFICE SUPPLIES RECEIVED FROM DDS TO BE DRAWER FOR TURNOVER. STAGED BACK TO BACK STARTING AT THE CENTER FLOOR -TO -CEILING POST WITH BOX NUMBERS FACING FORWARD. MUST CONFIRM ALL BOXES 2. ALL SHELVES TO BE INSTALLED IN CASHWRAP FOR TURNOVER (SEE FTP RECEIVED AND WITHOUT DAMAGE BEFORE THE DRIVER LEAVES THE SITE. SITE). IF ANYTHING IS MISSING OR DAMAGED IT MUST BE INDICATED ON BOL AND TORRID PM NEEDS TO BE NOTIFIED RIGHT AWAY. 3. SENSOR DETAGGERS TO BE INSTALLED ON CASHWRAP, NOT BACKWRAP (CONFIRM PLACEMENT WITH TORRID PM). 9. FIXTURE ASSEMBLY REQUIRED UPON DELIVERY OF THE FOLLOWING: A. ALL SALES FLOOR TABLES B. ALL GONDOLAS AND ACCESSORY FIXTURES 4. ALL HARDWARE BOXES TO BE STAGED FOR TURNOVER UNDER C. ALL FLOOR -TO -CEILING POSTS CORRECTLY PLACED TABLES; MUST BE DUST FREE AND STACKED BY D. ALL INTIMATE CABINETS LIKENESS. 10. INSTALL BULLETIN BOARDS AND OTHER MISCELLANEOUS OWNER SUPPLIED 5. OWNER SUPPLIED FITTING ROOM HOOKS TO BE INSTALLED PER ITEMS PER PM/DM DIRECTION. ELEVATIONS. 11. SUPPLY FITTING ROOM DOOR FRAMES. FITTING ROOM DOORS TO BE 6. MANAGER'S DESK AND MARKETING UNIT TO BE SUPPLIED AND INSTALLED MORTISED BY GC. BY TENANT PER THE LAYOUT ON THE FTP SITE, NO CHANGES ALLOWED WITHOUT RD APPROVAL. 12. UNBOX ALL SHELVES AND SPREAD EVENLY AROUND PERIMETER OF SALES FOR TURNOVER. BROWN SHELVES BY DENIM TABLE. ALL PALLETS 7. ROLLER RACKING TO BE SUPPLIED AND INSTALLED BY TENANT PER THE AND BOXES ARE TO BE DISCARDED. SUPPLIED INSTRUCTIONS, NO CHANGES ALLOWED WITHOUT RD APPROVAL. 13. LEAVE ALL HARDWARE IN BOXES AND PLACE ON EACH SIDE OF THE CENTER POST FIXTURE AND STACKED BY LIKENESS. 14. PROVIDE A FORKLIFT WITH EXTENSION AND PALLET JACK -REQUIRED TO UNLOAD TWO DELIVERIES OF FIXTURES. ADJACENT TENANT NOTE: GC TO VERIFY FINAL FIXTURE LAYOUT AS WELL AS FINAL STANDARD LAYOUT WITH TORRID'S PM PRIOR TO INSTALLATION. F PLAN NORTH FIXTURE SCHEDULE SYMBOL DESCRIPTION SUPPLIED BY INSTALLED BY QUANTITY SYMBOL DESCRIPTION SUPPLIED BY INSTALLED BY QUANTITY SYMBOL DESCRIPTION SUPPLIED BY INSTALLED BY QUANTITY FSP FREE-STANDING POST, 2-SIDED, SLOTS TO BEGIN AT 6" AFF-ALL OTHER POSTS TENANT G.C. 7 <= DENIM TABLE TENANT G.C. 1 fR-01 (Ft?-BNCH) FITTING ROOM BENCH TENANT G.C. - -GDa (TD-GDBL) H RACK - ACCESSORY TENANT G.C. 5 <= (FR-BNCH4-XDBA) ADA FITTING ROOM BENCH,R-04 TENANT G.C. - 36" ROUNDER-W/ GLASS TOP TENANT G.C. - -GDb (TD-GDBL) DOUBLE GONDOLA TENANT G.C. 11 <= (FR-WG) FITTING ROOM GRID TENANT G.C. 5 FT-28 JEWELRY TABLE TENANT G.C. 1 <= (TD-GTPL) TRIPLE GONDOLA TENANT G.C. 2 FR-04 CUSTOM)FRAMED, FITTING ROOM MIRROR - BACKFT-40 TENANT G.C. 5 ROLLING RACK TENANT G.C. 1 -NTB NESTING TABLE TENANT G.C. 1 FR-OS (FR-DOOR) FITTING ROOM DOOR TENANT G.C. 5 FT-50 CLEARANCE RACK TENANT G.C. 2 <= (TD-TBETR) ENTRY TABLE TENANT G.C. 1 - CUP TENANT G.C. 1 HP-75 GO -BACK BAR TENANT G.C. 1 <= (TD-TBFTWR) SHOE TABLE TENANT G.C. 1 SR-Oi SAFE TENANT TENANT'S VENDOR 1 SR-01 FILE CABINET TENANT G.C. 1 MW-5A (TRD-MW-5A-04) FR SOFA TENANT G.C. 6 MIR-01 MIRROR - CUSTOM FRAMED G.C. G.C. 1 SR-02 MANAGER'S DESK TENANT TENANT'S VENDOR 1 MW-5B (TRD-MW-5A-03) SHOE SOFA TENANT G.C. 1 Mlft-02 MIRROR - CUSTOM FRAMED G.C. G.C. - SR-03 TUBE STORAGE TENANT TENANT'S VENDOR 1 MW-21 PERIMETER WALL FRAME TENANT G.C. - MIR 03 FITTING ROOM MIRROR - CUSTOM FRAMED, NON BACKLIT G.C. G.C. 1 SR-04 IT CABINET ® 7'-6" AFF TENANT G.C. 1 MW-30 INTIMATES BACK WALL CABINET TENANT G.C. 2 MIR-04 3-WAY MIRROR G.C. G.C. 1 SR-05 BULLETIN BOARD TENANT G.C. 3 W-30 (TRD- SINGE 1-D) INTIMATES BACK WALLF-W TENANT G.C. 2 PANTY TABLE TENANT G.C. 1 IMPUL (IMPULFR-00) IMPULSE FIXTURE TENANT G.C. 1 FT-LKR LOCKER TENANT G.C. 1 - DETAGGER TENANT G.C. 3 TD-BW BACK WRAP TENANT G.C. 1 - SURFACE MOUNTED STANDARDS - SALES AREA, POWDER COATED PURE WHITE TENANT G.C. 49 - MOBILE SHELVING UNITS TENANT TENANT'S VENDOR 8 -CW CASH WRAP TENANT G.C. 1 - FIXED SHELVING UNITS TENANT TENANT'S VENDOR 9 - SURFACE MOUNTED STANDARDS - SALES AREA, POWDER COATED GRAY TO MATCH ADJ WALL TENANT G.C. 20 _C (TD-CWSIDE) CASH WRAP SIDE - ADA PORTION TENANT G.C. 1 - HANGING ROD - SIZE PER PLAN TENANT' TENANT'S VENDOR 4 -CWc (TD-CWMIR) BACK WRAP MIRRORS TENANT G.C. 9 EO-01 DANBY 0.7 CU FT COUNTERTOPMICROWAVE OVEN. DMW07A4WDB TENANT G.C. 1 - HANGING ROD - HANGER MGMT TENANT TENANT'S VENDOR 1 EO-02 DANBY 3.2 CU FT COMPACT REFRIGERATOR DCR032C1WDB TENANT G.C. 1 NOTE: STANDARDS FASTENERS, FOR HANGING RODS FURNISHED BY AND INSTALLATION BY TENANT. TENANT. WOOD MOUNTING STRIPS, HANGROD, BRUCE M. CARLSON architecture • planning • interior design 3RUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: MINDY KRESA torrid@cmarch.com L67- - TE z0zl,1' CONSULTANTS: MEP ENGINEER DUNHAM ASSOCIATES, INC. 50 S. 6TH ST, SUITE 1100 MINNEAPOLIS, MN 55402 (612) 465-7550 5449 REGISTER T UC RLSON STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 04/25/19 PARKWAY SUPER CENTER 17580 SOUTHCENTER PKWY TUKWILA, WA 98188 SPACE #21 STRIP CENTEk7 LEXBA ED JMPLIANCE APPROVED _ JUN O 5 20119 City of Tukwila BUILDING DIVli In. SHEET TITLE: FIXTURE PLAN AND SCHEDULE REVISIONS LOG ORIGINAL ISSUE: 04/25/19 NO: DATE: BY: PROJECT NO: 19127.005 DRAWN BY: CCL COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2019 cc c 0I 19 MIRRORS ABOVE BACKWRAP, TYP. CONFIRM SPACING WITH TENANT. \u� I P2 STOREFRONT SYSTEMGLAZING HALLWAYS - i ( \ — _r —— BEYOND. SEE AS FOR SIZE ANDFINISH µ \ ( ( ( I ( ( ( ( \ ❑ ❑ NFORMATION. z o- � -� MALL CO COURSE a 107 P2 SURFACE MOUNTED STANDARDS OUTLINE OF CASHWRAP. � / i \_ PROVIDE SHOE BASE, W/ POWDER COAT FINISH TO CAULK FIXTURES TO WALL. PAINT TO MATCH BASE, MATCH ADJ WALL. SEE A3 FOR PROVIDE SHOE BASE AROUND // TYP. FINISH AND A7 FOR DETAILS. CASHWRAP AND BACKWRAP, PAINT TO MATCH. 0 SALES ELEVATION A5 SCALE: 1 /4" = 1'-0" INSTALL VENDOR PROVIDED 7 FP1_I ALL SIDES OF LAMINATE TRIM BETWEEN A5 BUILD OUT INTIMATES CABINET AND BUILD -OUT. SEE A3 FOR MORE INFORMATION. _ P11 EQ -6" EQ \ / STOREFRONT GLAZING SYSTEM BEYOND. SEE A6 FOR SIZE AND P1 P1 FINISH ( I ( ( OPEN TO I I o INFORMATON. I FITTING ALCOVE MALL CONCOURSE \ y I 2 SALES ELEVATION A5 SCALE: 1/4" = 1'-0" 1" X 1" BRUSHED — ALUMINUM FULL HEIGI- CORNER GUARD, TYP. SEE 4/A7 FOR ADDITIONAL INFORMATION. ADJACENT TENANT SURFACE MOUNTED STANDARDS--- / PROVIDE SHOE BASE,- 1" X 1" BRUSHED ALUMINUM -----No BASE OR SHOE BASE ON--/ INTIMATES CABINET. INSTALL-_j) W/ POWDER COAT FINISH TO PAINT TO MATCH, TYP. FULL HEIGHT CORNER WALL BEHIND INTIMATES CABINET. GRAY STANDARDS 18" O.C. AFTER MATCH ADJ WALL. SEE A3 FOR GUARD, TYP. SEE 4/A7 FOR INSTALL SHOE BASE AROUND CABINET IS INSTALLED. CUT TO FINISH AND A7 FOR DETAILS. ADDITIONAL INFORMATION. CABINET AFTER CABINET HAS SIZE AS REQ IN FIELD, PAINT TO BEEN INSTALLED, PAINT TO MATCH ADJ WALL. MATCH BASE. INSTALL VENDOR PROVIDED P1 ALL SIDES OF LAMINATE TRIM BETWEEN BUILD OUT INTIMATES CABINET AND W BUILD -OUT. SEE A3 FOR CL2 MORE INFORMATION. I P2 WC1 T EQ '-6" EQ Exir � \ o I HALLWAY o- � 61 P2 u •� 109 " NO BASE OR SHOE BASE ON---/ INTIMATES CABINET. INSTALL WALL BEHIND INTIMATES CABINET, GRAY STANDARDS 18" O.C. AFTER INSTALL SHOE BASE AROUND CABINET IS INSTALLED. CUT TO CABINET AFTER CABINET HAS SIZE AS REQ IN FIELD, PAINT TO BEEN INSTALLED, PAINT TO MATCH ADJ WALL. MATCH BASE. /'� SALES ELEVATION A_, / SCALE: 1 /4" - 1'-0" SURFACE MOUNTED STANDARDS PROVIDE SHOE BASE, W/ POWDER COAT FINISH TO PAINT TO MATCH, TYP MATCH ADJ WALL. SEE A3 FOR FINISH AND A7 FOR DETAILS. m 1 STOREFRONT GLAZING SYSTEM. SEE A6 FOF MORE INFO. ADJACENT TENANT 1" X 1" BRUSHED ALUMINUM CORNER GUARD, TYP ALL SIDES OF OPENING. MITER CORNERS. SEE 4/A7 FOR ADDITIONAL INFORMATION. HALLWAYCo 1 c, w EXIT 17580 ADJACENT TENANT cc I 1 L o } l \ \ 101 PROVIDE SHOE BASE, p1 SENSORMATIC "DIGITAL PAINT TO MATCH, TYP. DOOR -MAX" SECURITY SYSTEM, TYP BOTH SIDES. SALES ELEVATION SCALE: 1 /4" = 1'-0" p1 FREE-STANDING BODYFORM, TYP. NOTES: 1. CUT BOTTOM OF STANDARDS AS REQ IN FIELD. 2. PAINT SCREWS ON STANDARDS TO MATCH ADJACENT WALL. 3. DOOR OPENING HARDWARE TO BE MOUNTED AT 38' AFF. SEE DOOR AND HARDWARE SCHEDULE ON T2. 4. SEE A4 FOR MORE INFORMATION ON FIXTURES. 5. CAULK FIXTURES TO WALL USING CLEAR CAULK. — 2"X4' FRT WOOD 1"X3" WOOD BLOCKING, TYP. AINTED P2 ,TYP. 7 LINE OF A5 SHELF. / 5_\ GO —BACK BAR 2,/ SCALE 3/4" = 1'-0" 3/4" MDF SHELF BY GC PAINTED Pt . 2"SHELF FACE BY GC PAINTED =. . N ELEVATION /4" MDF SHELF BY C PAINTED Pt . /4" X 3/4" L NGLE. USE WALL NCHORS OR LOCKING AS REQ OR ATTACHMENT 0 WALL. /4" MDF SHELF PAINTED P1 A PLAN is\ SHELF AT GO —BACK BAR 1�/ SCALE 1 1 /2" = 1'—O" 1 WOOD TRIM PAINTED P2 TYP. "GO -BACK" BAR BY TENANT. ALCOVE. INSIDE ALCOVE. 2'-2" GO —BACK BAR SCALE 1 /2" = 1'-0" a P1 IINSIDE ALCOVE. 3/4" SHELF AND 2' SHELF FACE BY G.C. PAINTED = . SEE 6/A5 FOR DETAILS. 31--_2:i iT:'ENTER BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: MINDY KRESA torrid@cmarch.com CONSULTANTS: MEP ENGINEER DUNHAM ASSOCIATES, INC. 50 S. 6TH ST, SUITE 1100 MINNEAPOLIS, MN 55402 (612) 465-7550 SEAL: 5449 REGI E D I C BRUCE CARL ON STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 04/25/19 DATE ISSUED 0005449 REG. NO. f_. 1 11.1 PARKWAY SUPER CENTER 17580 SOUTHCENTER PKWY TUKWILA, WA 98188 SPACE #21 STRIP CENTER -mac, ( LADED ;,� :01riPLIANCE APPROVED JM052019 City of Tukwila BUILDING DIVISI SHEET TITLE: NTERIOR ELEVATIONS — iALES AREA REVISIONS LOG ORIGINAL ISSUE: 04/25/19 NO: DATE: BY: PROJECT NO: 19127.005 DRAWN BY: CCL COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2019 nW — I W'C1 1'— 1" X 1" BRUSHED ALUMINUM ALCOVE SIDE ONLY, 1" X 1" BRUSHED _/ ALUMINUM CORNER CORNER GUARD TYP 3 SIDES OF TYP. ALL DOORS. GUARD, TYP. SEE 4/A7. OPENING. MITER CORNERS SEE 4/A7 FOR ADDITIONAL INFORMATION. 1 ALCOVE_ ELEVATION A5a SCALE 1/4" = V-0" CEILING MOUNTED FAN. SEE A2 RCP AND ACCESSORY SCHEDULE FOR ADDITIONAL INFORMATION. •• j ii • Q • •' .. • • no.000• m •no�no.• uo�oom n000"�n no1oom � fi► FITTING ELEVATION SCALE 1/4" = V-0" I c 1 22"X30" FRAME ASb CLt FURNISH INSTALLED ED BY TENANT, Pt BY GC. I II EQ EQ I I ' rn 'T o B1 n \\ P1 M ALCOVE ELEVATION A5a SCALE 1/4" = 1'-0" CEILING MOUNTED FAN. SEE A2 RCP AND ACCESSORY f-W-C21 SCHEDULE FOR ADDITIONAL INFORMATION. METAL MESH — METAL WALL FIXTURE, MESH WALL TYP. FIXTURE, TYP. I FAN SWITCH — LOCATION. SEE Et. 15 1,v 106 HOOK, TYP. ILLUMINATED MIRROR, TYP. X 1" BRUSHED ALUMINUM CORNER GUARD, TYP. SEE 4/A7. PROVIDE - ADEQUATE BLOCKING WALL FOR MIRROR RECESSED OUTLET BEHIND MIRROR. 0 SEE ELEC. o ILLUMINATE MIRROR, TYP, WC1 ALCOVE SID ONLY, TYP. ALL DOORS. Iw �wl�t 1" X 1" BRUSHED '-ADA PLAQUE ALUMINUM CORNER SEE ACCESSIBLE FITTING GUARD, TYP. SEE 4/A7. ROOM SIGNAGE DETAIL ON THIS SHEET FOR ALCOVE ELEVATION ADDITIONAL INFO a Asa SCALE 1/4" = 1'-0" TENANT— ACTt SUPPLIED FRAME, SEE WC2 7/A5a, AND HOOK, TYP. ----- ----i' I PROVIDE — --- DECORATIVE ADEQUATE / MOLDING - BLOCKING IN PROVIDED BY WALL FOR TENANT, INSTALLED HOOK io BY GC. ILLUMINATED MIRROR, BENCH. SEE TYP. / 9/A5a FOR Bt ATTACHMENT DETAIL P1 NOTE: GARMENT HOOKS TO BE MOUNTED AT APPROXIMATELY 6'-1" AFF, LOCATION DEPICTED IN ELEVATIONS, IN ALL FITTING ROOMS EXCEPT THE ADA FITTING ROOM WHERE IT SHOULD BE MOUNTED 40" MIN TO 48" MAX AFF TO TOP OF GARMENT HOOK. NOTE: ALL ILLUMINATED MIRRORS FURNISHED BY TENANT AND INSTALLED BY GC. ALL OTHER MIRRORS ARE PROVIDED BY GC. NOTE: ALL FITTING ROOM DOOR FRAMES AND TRIM PROVIDED BY GC. NOTE: CAULK TOP OF WALL USING WHITE CAULK WHERE WALL COVERING MEETS GYP BD CEILING IN FITTING ALCOVE. ACCESS FIT RM SIGNAGE 7" kAPPROPRIATE VERBIAGE FOR AREA SERVED. -RAISED BRAILLE 11TAT BTM OF SIGN. 7" x 10" PLAQUE WITH 4" HANDICAP PICTOGRAM, 3/4" COPY, GRADE N BRAILLE, COLORS: BACKGROUND - COOL GRAY, COPY - WHITE (WITH NON -GLARE FINISH). MOUNT 60" AFF TO THE CENTERLINE OF THE SIGNAGE AND ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. IF THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, SIGN SHALL BE PLACED ON THE NEAREST ADJACENT WALL. RECOMMENDED MOUNTING IS WITH FOAM TAPE AND SILICONE. NOTES: 1. DOOR OPENING HARDWARE TO BE MOUNTED AT 38" AFF. SEE DOOR AND HARDWARE SCHEDULE ON T2. 2. SEE A4 FOR MORE INFORMATION ON FIXTURES. 1 A 22"X30" FRAME FURNISHED BY TENANT, CL1 INSTALLED BY GC. /—I Pi I I I WC2 EQ EQ 0 ' co 1 m Bt o Pt �1" X 1" BRUSHED ALUMINUMCORNER GUARD, TYP. SEE 4/A7. i4- ALCOVE ELEVATION L5O� SCALE 1 /4" = 1'-0" DECORATIVE MOLDING - PROVIDED BY TENANT, _ INSTALLED BY GC. o 1 METAL o o� MESH WALL 1:1FIXTURE, o P. M ENCH. SEE 9/A5a FOR ATTACHMENT DETAIL 10 A5a CEILING MOUNTED CEILING MOUNTED FAN. SEE A2 RCP FAN. SEE A2 RCP AND ACCESSORY AND ACCESSORY SCHEDULE FOR --ti— "''-1i- CL2 SCHEDULE FOR ADDITIONAL CL2 CL2 ADDITIONAL INFORMATION. ACT1 ACTt ACT1 INFORMATION. WC2 PROVIDE TENANT WC2 ADEQUATE WC2 SUPPLIED 2'-0"1'- - _ PROVIDE ______ - _ r '� BLOCKING IN FRAME, SEE ADEQUATE 1 WALL FOR GRID PROVIDE 7/A5a, AND _ _____ BLOCKING IN WALL � � L ___ ___ _ ADEQUATE HOOK, TYP. FOR MIRROR \\ RECESSED BLOCKING IN METAL MESH GARMENT o o OUTLET WALL FOR WALL FIXTURE, o 0 NON- HOOK, TYP. BEHIND 0 o MIRROR TYP• o b = 11� ILLUMINATED MIRROR, TYP, MIRROR. o LLUMINATED SEE ELEC. I METAL MESH ILLUMINATED BENCH. SEE o 9/A5a FOR BENCH. ®�- SEE 8/A5a. \\ MIRROR, � WALL FIXTURE, MIRROR, ATTACHMENT � - \ TYP. ILLUMINATED TYP. TYP' DETAIL 0 gi \ FAN SWITCH MIRROR, TYP o 1 P1 LOCATION. 81 B1 °� M `O r 102 SEE Et. Pt P1 24" 3'-6" EQ EQ EQ 48" ACCESSIBLE FITTING ELEVATION SCALE 1 /4" = 1'-0" ARTWORK FRAME TENANT SUPPLIED MONARCH Z CLIP MOUNTED TO ARTWORK FRAME MOUNTING yr BLOCKING TENANT SUPPLIED MONARCH Z CLIP STUD MOUNTED TO BLOCKING 7 ART FRAME MOUNTING A5a NOT TO SCALE „ PROVIDE ADEQUATE S.. 1' BLOCKING IN WALL ( ---------II -1 FOR MIRROR i CAULK PERIMETER OF MIRROR - FINISH TO MATCH FRAME (P2 AT SALES AREA & P1 AT FITTING ROOM) 1" X 3" FLAT TRIM CUSTOM of FRAME WITH DADO MIRROOR ON BACK SIDE OF TRIM (P2) HIGH GLOSS AT SALES AREA. (P1) HIGH / GLOSS AT FITTING ROOM AREA - WITH MITERED CORNERS i 6" WOOD BASE (Bt-P2 AT SALES � AREA & B1-P1 AT FITTING ROOM) ��= ��j��0%��j /'81 CUSTOM FRAME MIRROR DETAIL A5a/ SCALE 1 /2" = 1'-0" PROVIDE BRACKETS ON EACH SIDE TO SECURE SHOE BENCH IN ACCESSIBLE FITTING ROOM TO WOOD BASE. USE MECHANICAL FASTENER TO ATTACH. METAL 'L' BRACKETS TO BE PAINTED Pt FITTING BENCH ATTACHMENT SCALE 1" = V-0" PROVIDE ADEQUATE BLOCKING IN WALL FOR HOOK NON - ILLUMINATED MIRROR,TYP, SEE 8/A5a DECORATIVE MOLDING - FURNISHED BY TENANT, INSTALLED BY GC. TENANT SUPPLIED BLOCS' FOR A SQUARE FINISH AT CORNERS WITH DECORATIVE MOLDING. BLOCK TO BE INSTALLED BEFORE TRIM AND BASE AND TO BE PAINTED P1 LINE OF SHOE----' BASE. - -') GL PI_d:[jiT f t :TER 61 P1 PROVIDE SHOE BASE, PAINT TO MATCH, Y TYP. A ELEVATION PLAN BLOCKING FOR DECORATIVE MOLDING SCALE 3/4" = 1'-0" SEE BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: MINDY KRESA torrid@cmarch.com f CONSULTANTS: MEP ENGINEER DUNHAM ASSOCIATES, INC. 50 S. 6TH ST, SUITE 1100 MINNEAPOLIS, MN 55402 (612) 465-7550 SEAL: 5449 REGI ERED A 1 CT BRUCE CARLSON STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 04/25/19 DATE ISSUED 0005449 REG. NO. PARKWAY SUPER CENTER 17580 SOUTHCENTER PKWY TUKWILA, WA 98188 SPACE #21 STRIP CEN LIE DED APPROVED JUN O52019 City Of Tukwila BUILDING DIVISION SHEET TITLE: INTERIOR ELEVATIONS FITTING AREA REVISIONS LOG ORIGINAL ISSUE: 04/25/19 NO: DATE: BY: PROJECT NO: 19127.005 DRAWN BY: ABS COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2019 WALL PER PLAN, VERIFY CL1 EXG CONDITIONS IN FIELD. 5/8" TYPE "X" GYP BD OVER 3 5/8" X 20 GA MTL STUDS 1 1 ° 2v @ 16" OC TO 6" ABOVE CEILING SYSTEM. FITTING ALCOVE \ PROVIDE 3-WAY PROVIDE 1/2" J-MOLD AT TOP 3 MIRROR o SECTIONS. 1 AND BOTTOM OF A_ MIRROR. FITTING ROOM HALF —WALL A5b SCALE 3/8" = 1'-0" PAINT LINE AT 12'-0" AFF, 82 / INSTALLATION. 8'-0" 8'-0" I I I I I I I I I I ��- y..� a...,..:... �....,M...,..h o,. ,. o..a.. I I I I I I I I I I I I I I I I I I I I I I I I I OUTLINE OF — FIXED SHELVING UNITS, TYP. ' STOCK ELEVATION A� SCALE 1/4" = 1'-0" 26'-0" HANGROD: SEE 14/A7 FOR INSTALLATION. B2 OUTLINE OF --- FIXED SHELVING UNITS, TYP. 4 STOCK ELEVATION A5b SCALE 1/4" = 1'-0" PAINT LINE AT 12'-0" AFF. APPROXIMATE — LOCATION OF CONDUIT. CENTERED ON — CABINET. I LOCKED CABINET FOR CPU EQUIPMENT. , — PROVIDE 20'X27 AREA FOR CABINET ON TTB BOARD. TTB BOARD. SEE ELEC SHEETS. I I 1, 2,-6„ s HALLWAY ELEVATION A5b SCALE 1/4" = 1'-0" LINE AT AFF. A5c s HALLWAY ELEVATION A5b SCALE 1/4" = 1'-0" � I II II I 107 ,IT V MANAGER'S STATION \ --MINI REFRIGERATOR. OUTLINE OF WITH SALES MUSIC MOBILE SHELVING SETUP. SEE Al, A4, UNITS, TYP. AND ELEC SHEETS. WATE SEE FIRE EXTII• SEE 7 HALLWAY ELEVATION A5b SCALE 1/4" = 1'-0' (�} PAINT LINE AT 12'-0" AFF. EXG ELEC �� EXG ELEC TRANSFORMER s HALLWAY ELEVATION A5b SCALE 1/4" = 1'-0" LINE AT AFF. _ EXG ELEC PAINT LINE AT 12'-0" AFF. - HANGROD. HANGROD.-� SEE 14/A7 SEE 16/A7 FOR FOR INSTALLATION. INSTALLATION. PAINT LINE AT 12'-0" AFF. HANGER MANAGEMENT. SEE 15/A7 FOR INSTALLATION. yX61aiPi7P1m LOCKER. SECURE TO WALL. FILE CABINET. SECURE TO WALL. HANGROD. SEE 14/A7 FOR P1 INSTALLATION. 3 STOCK ELEVATION A5b SCALE 1/4" = 1'-0" PAINT LINE AT 12'-0" AFF. LOCKER. SECUF TO WALL. FILE CABINET. SECURE TO WA 5 STOCK ELEVATION A5b SCALE 1/4' = 1'-0" NOTES: 1. HAND ACTIVATED DOOR OPENING HARDWARE TO BE MOUNTED AT 38" AFF. SEE DOOR AND HARDWARE SCHEDULE ON T2. 2. SEE A4 FOR MORE INFORMATION ON FIXTURES. yll CENTER BRUCE M. CARLSON )rchitecture • planning • interior design 3RUCE M. CARLSON ARCHITECT, PLLC 300 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: MINDY KRESA torrid@cmarch.com CONSULTANTS: MEP ENGINEER DUNHAM ASSOCIATES, INC. 50 S. 6TH ST, SUITE 1100 NINNEAPOLIS, MN 55402 ;612) 465-7550 5449 W BRUCE M. CARLSON, ARCHITECT 04/25/19 DATE ISSUED 0005449 REG. NO. PARKWAY SUPER CENTER 17580 SOUTHCENTER PKWY TUKWILA, WA 98188 SPACE #21 STRIF"CE0 ANDED ter= COMPLIANCE APPROVED - , JUN 05 2019 City of Tukwila Dull Ulm DIVISIQ411 SHEET TITLE: INTERIOR ELEVATIONS — STOCKROOM AND HALLWAY REVISIONS LOG ORIGINAL ISSUE: 04/25/19 NO: DATE: BY: PROJECT NO: 19127.005 DRAWN BY: CCL A5b COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2019 1 TOILET ROOM PLAN A5c SCALE 1/2" = 1'-0" TOILET ACCESSORY SCHEDULE LEGEND: T=TENANT G=GENERAL CONTRACTOR TAG ITEM MODEL # COMMENT NEW EXG RELO N/A FURNISHED BYINSTALLED BY AC1 TOILET SEE SHEET P1 FURNISH NEW TOILET G G SEAT AC2 LAVATORY SEE SHEET P7 --- G G AC3 18" GRAB BAR BOBRICK #B-6106X18 SEE BLOCKING DETAIL G G THIS SHEET AC4 36" GRAB BAR BOBRICK #13-6106X36 SEE BLOCKING DETAIL G G THIS SHEET AC5 42" GRAB BAR BOBRICK #6-6106X42 SEE BLOCKING DETAIL G G THIS SHEET AC6 TOILET PAPER GEORGIA PACIFIC "SOFPULL" 56501 --- T G HOLDER SMOKE OMIRROR AC7 BOBRICK G G #B-240-2436 AC8 PAPER TOWEL GEORGIA PACIFIC ' SOFPULL" 59010 --- T G DISPENSER BLACK AC9 WATER HEATER SEE SHEET P1 ABOVE MOP SINK 0 G G C10 SHELVING SYSTEM --- (3) 13"x48" WHITE LAMINATE SHELVES & G G METAL STANDARDS 44 AC11 TOILET SEE DETAIL THIS G G ACCESSIBLE SIGNAGE SHEET C1 MOP SINK SEE SHEET P1 --- G G C13 DRINKING FOUNTAIN SEE SHEET Pi SEE DETAIL THIS G G SHEET C14 SOAP DISPENSER BRIGHTON 26463, _-- T G BLACK C15 TOILET SEAT COVER BRIGHTON BPR24778, T G DISPENSER WHITE ACCESSIBLE TOILET ROOM SIGNAGE I WHITE LETTERS AND FIGURE ON BLUE FIELD W/ NO —GLARE FINISH. RAISED BRAILLE AT BOTTOM OF SIGN. VERBIAGE VARIES. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION GOVERNING CODE. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60 INCHES (1524 MM) ABOVE THE FINISHED FLOOR TO THE CENTER LINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 INCHES WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. iz 2 TOILET ROOM ELEVATION A5c SCALE 1/2" = 1'-0" a TOILET ROOM ELEVATION A5c SCALE 1/2" = 1'-0" 4 IVILLI ICVVM LLLVM11V11 A5c SCALE 1/2" = 1'-0" 5 TOILET ROOM ELEVATION A5c SCALE 1/2" = 1'-0" ATTACH GRAB BAR THRU WALL WITH MOUNTING SCREWS 1 1 TO 2 X 6 FRT WOOD BLOCKING PLATE SECURELY FASTENED BETWEEN STUDS AS L.t; c rA_:-, RED. (3) #14 X 2 1/2" TYPE 304 ; L STL PHILLIPS ROUND HEAD h _R i r CE ,1T :r`I. SHEET MTL SCREWS. WALL TYPE PER PLAN. 6 GRAB BAR BLOCKING A5c SCALE 1 1/2" = 1'-0" 0 0 C� O o I o 8" I T7 I i7 7 DRINKING FOUNTAIN MOUNTING HEIGHT A5c SCALE 1/2" = 1'-0" D,4, 19 () 1+2- ''BRUCE M. CARLSON architecture • planning • interior design )RUCE M. CARLSON ARCHITECT, PLLC 300 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: MINDY KRESA torrid@Cmarch.Com � 47-01 1 / , CONSULTANTS: MEP ENGINEER JUNHAM ASSOCIATES, INC. 50 S. 6TH ST, SUITE 110D NINNEAPOLIS, MN 55402 ,612) 465-7550 W BRUCE M. CARLSON, ARCHITECT 04/25/19 DATE ISSUED 0005449 REG. NO. PARKWAY SUPER CENTER 17580 SOUTHCENTER PKWY TUKWILA, WA 98188 SPACE #21 STRIP CENTEh�`�'-F"` P INDED .: CUIVIPLIA APPROVED JUN 05 2919 City of Tukwila BUILDING DIVISION SHEET TITLE: INTERIOR ELEVATIONS — TOILET ROOM REVISIONS LOG ORIGINAL ISSUE: 04/25/19 NO: DATE: BY: PROJECT NO: 19127.005 DRAWN BY: ABS A5 C COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2019 SIGN SHOWNrOR --- REFERENCE ONLY. oowAGs owosn SEPARATE psnw/r mnnmxArs WITH LAwomno AND s/ow vswnox. (E)TAN COLOR sns--- FINISH mREMAIN, nP. (E) oroncrnowr oL«z/wo, nP. BLACK FILM OVER — STOREFRONT GLAZING ro nsw^w. np. $1 r«w COLORED CONCRETEnwmo TO nswmw.np. ronw/sx aL«ox FILM OVER aroncrnowr auz/wo AS /wmcxrso BY xArox. nP. � � � Uj �" �" SIGN SHOWN FOR REFERENCE ONLY. SIGNAGE UNDER SEPARATE PERMIT. COORDINATE WITH LANDLORD AND SIGN (E) TAN COLOR EFIS FINISH TO REMAIN, TYP. '-TORRID SEPARATE PERMIT. 4 COORDINATE WITH 1% LANDLORD AND SIGN (E) TAN COLORED 17580 E-- CONCRETE FINISH TO OPEN 19M REMAIN, TYP. 11 BEYOND (E) STOREFRONT ENTRY DOORS TO REMAIN. (E) STOREFRONT GLAZING TO REMAIN, EXTERIOR STOREFRONT ELEVATION (FRONT) . � �� L', 2z 2z ~� FffI .~^. � ____________ � � ___________ _ o m � e / ��m�x��m—/ \\ — sn��Rowr COORDINATE WITH ' �wxw�TY�oor SIDES, SEE 1�xr�mDETAILS � = W METAL STUD SOFFIT FRAMING m�m��c�o� � �� m�m��uOF SEE ncp FOR nowwcn TRACK0 Uj ADDITIONAL *y(� �2 sco'— DRILLINGINFORMATION sonc*s ssc r/^r FOR �� ADDITIONAL /wpnxw«now ' BLADE SIGN SHOWN FOR REFERENCE ONLY, SIGNAGE S E RCP FOR UNDER SEPARATE PERMIT. COORDINATE WITH LANDLORD - /wnmwxnnw AND mow vcwoon. � r � STOREFRONT GLAZING - . � � s��s��ep� —��—_----------_-__—____---_--- � SIZE AND FINISH INFORMATION.' _+�____—__�_______________�__— '� � ' 2� | | U| | | t1l ............____________�___ ''` ' ` , F L�� ' | |kD||7EXTERIOR ��l ____________________ ____________________ __ ___________ _ __________ _ \ |��1 / ^__� umrorTum�!�� [TF]232152 csmTen BRUCEK8. CARLS{lN ummmmom' planning 'mtenmuesig" oxuoE M. CARLSoN ARCHITECT, PuLC A GNA� C0NTACT:w|NDY KRE3A h,nid@cmomh.00m ucp cwGIwEsx DUNHAM ASSOCIATES, INC. STATE OF SHINGTON BRUCE M. CARLSON, ARCHITECT 04/25/19 PARKWAY SUPER CENTER 17580 SOUTHCENTER PKWY TUKWI[A` WA 98188 SPACE #21 iOPLIANCE APPROVED City Of Tukwila .L SHEET TITLE: STOREFRONT ELEVATIONS RB430N3 LOG ORIGINAL ISSUE: 04/25/19 IPROJECT NO: 19127.005 B.O. CEILING Al LO 0 0 g z z 0 a_ 0 0 N SEE ELEVS �f - ANCHOR LOCATIONS, VERIFY WITH INSTALLATION INSTRUCTIONS. w ENSURE ARROW POINTS 000 UP ON ALL STANDARDS. Q d LION m POWDER COATED T 0 STANDARDS. TENANT SUPPLIED STANDARDS AND SCREW HEADS TO MATCH ADJACENT WALL. 2 GRAY AT INTIMATES A7 CABINETS AND WHITE FOR a PERIMETER STANDARDS. N 0'B6" AFF ELEVATION AT SALES STANDARDS A�% SCALE 3/8" = V-0" REEVE #700 SERIES HD POWDER COATED STANDARD. SEE At FOR LOCATION. "SNAPTOGGLE" HEAVY-DUTY HOLLOW WALL ANCHOR. USE 1/4"x4" FLAT HEAD SCREW. PAINT SCREW HEADS TO MATCH ADJACENT WALL. WALL TYPE PER PLAN. TOGGLE BOLT AT SALES STANDARD SCALE 3" = V-0" PAINT TO MA ADJ SURFACE /-, ELEVATION H -- AUTOMA CLOSER. NO. 12 -TAPPIP SCREW STEEL `: NOTE: USE AUXILIARY SPRING PROVIDED WITH DOOR. SPRING MUST BE SECURELY ATTACHED TO ANGLE BRACKET ON DOOR AND TO FRAMING ABOVE DOOR HINGE. SPRING MUST BE INSTALLED SO THAT DOOR IS SELF CLOSING. NOTE: WRAPPING OF STUD NOT REQUIRED IN 1 HOUR CEILING APPLICATION. DRYWALL SCREW. 5/8" TYPE X' GYP BD. FLUSH BOLT LOCK. 1" FLANGE. B 5�N-- — (I)ACCESS PANEL A7 SCALE 3/4" = 1'-0" NOTE: WALL SURFACE BEYOND. NO SCREWS IN CORNERS GUARDS. 1" X 1" 14 GAUGE BRUSHED ALUMINUM CORNER GUARD GLUED TO WALL SURFACE. SEE J-MOULD A3 AND ELEVATIONS FOR r INWALL. ADDITIONAL INFORMATION. FULL LENGTH CORNER GUARDS. 911 SEE INTERIOR ELEVATIONS FOR VARIOUS BASE OPTIONS. `A ELEVATION B SECTION _ NTS i41 ALUMINUM CORNER GUARD A7 ,/ SCALE 3/4" = V-0" EXG MTL PAN DECK, SEE DETAIL VIF. 7/A7 FOR DIAGONAL SEE DETAIL .- BRACING 6/A7 FOR WHERE CONNECTION REQUIRED. AT SLAB. CHANNEL NUT. EXG TRUSS, EXTEND GYP BD TO BEYOND, DECK WHERE REQUIRED. VIF. CONTINUOUS UNISTRUT P5000 20 GA SLIP TRACK W/ 1" MIN HS ON BOTTOM OF BAR JOISTS OVERLAP. (1) #10 TEK SCREW FIXED W/ UNISTRUT BEAM @ EA STRAP BRACING. (VERIFY CLAMPS AT EA CHORD. EXACT CONDITION @ 48" OC.) UNISTRUT P5000 HS BRACE 8" X 20 CONTINUOUS 3 5/8" BOLTED TO CONTINUOUS UNISTRUT @ 6'-0" OC W/ GA TOP TRACK. UNISTRUT CHANNEL NUTS. INT PTN AT DECK CONNECTION SEE � — BRIDGING PER STUD MANUFACTURER RECOMMENDATIONS. 20 GA MTL STUDS AT 16" OC MAX. -#10 TEK SCREWS 5/8" TYPE 'Y GYP (1 PER SIDE) AT BD. EACH STUD PER ICC-ESR #1976. 20 GA CHANNEL SHAPED GALV STEEL RUNNER WITH 1" MIN LEGS, ATTACHED TO d FLOOR WITH FASTENERS @ 24" d a OC MAX PER U.L. #U419, a ICC-ESR #2269, AND I.C.B.O. #2388. aQ EXG OR NEW CONC Q SLAB. SEE SHEET Al. 6 WALL CONNECTION AT SLAB A7 SCALE 3" = V-0" 3 5/8" X 18 GA BOX TRACK AT 6'-0" OC. _ cv EXG DECK x DO NOT 20 GA SLIP TRACK - ATTACHED W/ 1" MIN OVERLAP. TO BOTTOM (1) #10 TEK SCREW CHORD OF @ EA STRAP EXG TRUSS BRACING. (VERIFY OR DECK EXACT CONDITION @ 6'-0" OC.) CONTINUOUS 3 5/8" SEE DETAIL X 20 GA TOP 6/A7 FOR TRACK. CONNECTION AT SLAB. EXG STEEL JOIST BEYOND PERPENDICULAR CONNECTION A #10 SCREWS (SPACING OF EXG JOISTS) FASTENED INTO WEB OF TRUSS, TYP AT EACH END. ENSURE NO PENETRATION TO EXG DECK. ~ EXG DECK 3 5/8" X 18 GA BOX TRACK AT 6'-0" OC. v x DO NOT 20 GA SLIP TRACK W/ 1" MIN ATTACHED OVERLAP. (1) #10 TEK SCREW TO BOTTOM @ EA STRAP BRACING. (VERIFY CHORD OF EXG TRUSS EXACT CONDITION @ 6'-0"" OR DECK OC.) z CONTINUOUS 3 5/8" X 20 SEE DETAIL GA TOP TRACK. 6/A7 FOR CONNECTION I EXG STEEL JOIST _LL AT SLAB. B INT PTN AT DECK CONNECTION 7 CONNECTION A7 SCALE 1 1 /2" = 1'-0" NALL JIANUANU JUt'YUrU UT TENANT, SEE HANGROD LEVATIONS THIS SHEET. STEEL HANGROD WITH RUBBER -ND CAPS SUPPLIED BY GC. SCREW HANGROD TO BRACKETS NITH SELF THREADING SCREWS THRU PROVIDED HOLES. 1ANGROD BRACKET SUPPLIED 3Y TENANT. IX4 CONT HORIZ FRT WD v10UNTING STRIPS OVER EXG NALL CONST AT 24" OC. 9 SECTION AT HANGROD A7 SCALE 1 1/2" = V-0" EXG DECK. PROVIDE 2X FRT EXG PURLIN SIZE TO WOOD BLOCKING, BE V.I.F. UNISTRUT, AND THREADED ROD AT MECHANICALLY FREE-STANDING FASTEN TO BOTTOM POST FOR LATERAL CHORD OF JOIST W/ BRACING TO DEMISING WALL AND UNISTRUT AND BEAM BOTTOM CHORD OF CLAMP. JOIST. SEE A2 FREE-STANDING POST IN SALES AREA. SEE Al FOR LOCATION. 10 BLOCKING AT FREE-STANDING POST A7 SCALE 3/4" = V-0" l :'> 2 s PER, iT �R NOTE: STANDARDS BY TORRID ARE 12'-0"H, STACKED VERTICALLY AS ALLOWED, "REEVE" #44 HD SURFACE MTD STDS. ATTACH TO WOOD STRIPS WITH 1-1/2" LONG FLAT HEAD SCREWS THRU ALL PROVIDED HOLES @ 24" OC WITH "REEVE" #81-R/L-14 WOOD SHELF BRACKETS (BY TORRID). (TYP IN STOCKROOM ONLY) SURE 18" CLEAR BELOW DASHED LINE INDICATES IX4 CEILING AT ALL TIMES. CONT HORIZ FRT WD 9 A7 MOUNTING STRIPS OVER EXG WAI I -.ONST AT 94" Or, i c PAINT TO MATCH WALL �( BEHIND. I r N Li I o_--...... ---- ---- ,.. --- Of CD N Q a 0 o w --- - __ o __- --- 1" EMT HANGROD WITH RUBBER END CAPS. v I o SCREW HANGROD TO N N - -- - - - BRACKETS WITH SELF _ -- --° --° - THREADING SCREWS ice- 24" 24,. THRU PROVIDED HOLES. x (BY TORRID.) ccv (TYP) (TYP) d v ---I - - -= - -- I--- VERTICAL WALL I STANDARDS AS d SPECIFIED. (BY TORRID.) N --- --== _=-- --- B2 N A7 SCALE 3/8" = V-0" — NOTE: LOCATION OF CUTOUT STANDARDS BY TORRID ARE 12'-0"H, STACKED VERTICALLY AS ALLOWED, ON REAR OF BACKWRAP "REEVE" #44 HD SURFACE MTD STDS. ATTACH TO WOOD STRIPS WITH 1-1/2" FOR ACCESS TO LONG FLAT HEAD SCREWS THRU ALL PROVIDED HOLES @ 24" OC WITH ELECTRICAL STUB IN. "REEVE" #81-R/L-14 WOOD SHELF BRACKETS (BY TORRID). (TYP IN STOCKROOM ONLY) ENSURE 18" CLEAR BELOW 9 DASHED LINE INDICATES IX4 CEILING AT ALL TIMES. CONT HORIZ FRT WD A7 MOUNTING STRIPS OVER EXG wef l rmOT AT 94" nC 11 ELEVATION AT BACKWRAP (CUTOUTS) A7 SCALE 3/8" — V-0" — LOCATION OF CUTOUT ON REAR OF CASHWRAP FOR ACCESS TO LoL ELECTRICAL STUB IN. • ® N CUTOUTS ON BOTTOM ARE DIRECTLY BELOW CUTOUTS SHOWN. ELEVATION AT CASHWRAP (CUTOUTS) SCALE 3/8" = V-0" PROVIDE FRT WOOD BLOCKING AT MFR'S RECOMMENDED SPACING INSIDE SOFFIT. 'ROSE' DISPLAY "EASY GLIDE" TRACK, TYP. LENGTH 0� WILL VARY. SEE A2 ( ) I 0 U_ FOR LOCATION. z } U --� m wz :�PLAN ¢V) PROVIDE PROVIDE FRT WOOD CONTINUOUS FRT BLOCKING AT MFR'S WOOD BLOCKING AT RECOMMENDED FREE-STANDING SPACING. POSTS FOR ATTACHMENT TO 'EASY GLIDE' TRACK SOFFIT. SYSTEM, TYP. SEE A2 FOR LOCATION. ACT CLG SEE A2 GYP B5OR T.O. STRFRNT GLZ SEE AL SEE A2 GYP BAD SEE AEQ EQ FREE- EXG STOREFRONT. POST. CONDITION WILL LOCATION. VARY. SEE A5 AND B SECTION As. /113�3LOCKING AT STOREFRONT c c PAINT TO MATCH WALL BEHIND. 0 � z' _ „.I. --- 1" EMT HANGROD WITH a--- o - ~ w. ;,;:._; ; ;=•. . 4_, RUBBER END CAPS. V 0 o SCREW HANGROD TO N - BRACKETS WITH SELF _ --- w��• ---_ ate=aII-v��=�•_ __-- ,I -- THREADING SCREWS �= THRU PROVIDED HOLES. = 24' 24 (BY TORRID.) N (TYP) (TYP) xx I I VERTICAL WALL STANDARDS AS d. SPECIFIED. (BY TORRID.) N 2 5 n n x 2 S y D ELEVATION AT HANGER MANAGEMENT (8 BARS SCALE 3/8" = V-0" NOTE: STANDARDS BY TORRID ARE 12'-0"H, STACKED VERTICALLY AS ALLOWED, "REEVE" #44 HD SURFACE MTD STDS. ATTACH TO WOOD STRIPS WITH 1-1/2" LONG FLAT HEAD SCREWS THRU ALL PROVIDED HOLES @ 24" OC WITH "REEVE" #81-R/L-14 WOOD SHELF BRACKETS (BY TORRID). (TYP IN STOCKROOM ONLY) ENSURE 18" CLEAR BELOW DASHED LINE INDICATES 1X4 CEILING AT ALL TIMES. j 9 CONT HORIZ FRT WD A7 MOUNTING STRIPS OVER EXG WAI I enNCT AT 9A" n(' PAINT TO MATCH WALL - 0 w-- __ _ -'�'� _ BEHIND. r " 1 I� • Imo, N I I I 0 _ w 0 t o 1" EMT HANGROD WITH 0 ~ RUBBER END CAPS. N o LJSCREW HANGROD TO J F -- - BRACKETS WITH SELF _ THREADING SCREWS w 24" 24" THRU PROVIDED HOLES. x (BY TORRID.) N (TYP) (TYP) VERTICAL WALL v 0 in I STANDARDS AS SPECIFIED. (BY TORRID.) N -- --__ __-- --- 82 1 s ELEVATION AT HANGROD (5 BARS A7 SCALE 3/8" = V-0" BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: MINDY KRESA torrid@cmorch.com 7__ wam"ti-_ CONSULTANTS: MEP ENGINEER DUNHAM ASSOCIATES, INC. 50 S. 6TH ST, SUITE 1100 MINNEAPOLIS, MN 55402 (612) 465-7550 w BRUCE M. CARLSON, ARCHITECT 04/25/19 wmam'•v� fax ..,y. � �. '.�a,e,"¢ PARKWAY SUPER CENTER 17580 SOUTHCENTER PKWY TUKWILA, WA 98188 SPACE #21 STRIP CENTERS FE A' DED OAvIPLIANCE APPROVED J�!;a ©5 Go19 City of Tukwila BUILDING DIVISION SHEET TITLE: MISCELLANEOUS DETAILS REVISIONS LOG ORIGINAL ISSUE: 04/25/19 NO: DATE: BY: PROJECT NO: 19127.005 DRAWN BY: CCL m SCALE 1 1 /2" = V-0" A,� SCALE 3/4" = V-0" ,.. , . „ ... .... - .. r , ,v. r �. -, c x: ry ... s •s ry A :.. .. .. ,.�. . .. u. r o �. r v , , ,. .. +.. .. .,v- , t" �. 4. -,t ,,. x� .. -v. ,,. ... +�' sa• n , -. ';.. ,. -. :-r a.:: v. .x .;' '� ss.. .kv {:`.•aei..,�w vl i�'3*'i'..:ub {s4ah,�cM#h..N<S„txY:.�»'v� 7x4x,k»».,,a . r , " ..i r . 'a r '. > L } e �. , d � - ,,.,n,�.- J x�, . A'.�b4f�i;S:::Fi"S'.S?�^x..'�w', ,, v?*,»:� "h"sP73a°P,v c'��'r'3. ",c'�.. ,z x <. `S"�+�,� c i .x. m a r u.. ., Yr .. q i... ,�..,. .. aS,.3�. 55'!=5',. �Ta�€.u,»?.!?kz'`:o-'.ns. ?.`cC2c. �=a4'�"3�. u: ,,43.sC..it 3i 3 a 'tfx: ` - fi l ri. �sn, ':. YR ", a. -. a.*.�`rz"£-uS.�... nFSFa,"v5,tt` `�..-ka:�'xn _,t.,. ^.,, vw4�h,%�,rll�sv'.,,'";�,.c'vN...�a": +�5,,, .s=ts. , "�"u , ,...u+u+;<. *�,R,.,.ha�i3�v2}z}`�a., v:hk?�`.,.ffi..,3<?tu,�+A.S".s.kd. Q§ C,��"^.".�.,.�#4dY,S'v.S4fi„`:..a,n,r',2",iv*P,':.,'Ski..1..:M3P�-�."ii.-u..�:i`.?,a?,`5,`:,SFa":.";?�h•S1a"raw'ak"th'iS�.k"�a+vF..t"„'Sxe�..va,,�a�-ii'k'„-,"-�L''�;h�,u t�Y'_J}, ,a. nt}i,':'`"^7„�.a&:.^�.�+.t"�S�+fin.€!�L.k,:.xa„G3?`,.;-,"4S"�:biiiR';".=,Y. "m`�: -�.4. ,a. -1�3 Y"aFu; ,,,�3i �,� Ks= .. .., . %?,"'F�.'�`�57,.+`=Y`. . ,,. + 2�,.`tii.. .-'.�`,Si.S1ut5S+Y�--.--.. ----. r w W F- D U 00 O N rn d V) N 1 3 u7 0 0 N 0 i FIN15H: TOP-HPL WILSONART 79G5K- 12 WALNUT HEIGHT5 TRD-TD-CW-ADA-02 CABT-HPL WILSONAKT # 1573 MATTE WHITE OR EQUIV. EXTR o WHITE MELAMINE INTERIOR �`"�.. ADA SHELF ® 0 SHOWN OPEN 97.75 (2X) PEN/PENCIL (GX) 2" GROMMET CAP MESH HOLDERS w Q CAP FINISH BLACK FINISH BLACK i SHOWN OPEN 2a.z5 Iq ll 19.75 AM 95.75 ID N ®c1 «GRAIN» 0 17.5 22 9.75-r---22-F-2212,25 2.25 GLASS . 047 4-�- 1 PLAN VIE FTOP FLUSH ADA SHELF (2X) MAGNETIC DETAIL AM SHOWN CLOSED z zs SCALE I : G ElDETACHER m } m N ai 20� N N v N B cn N TYP 2 91 .75 2 (I X) HANGER FRONT VIEW SECTION A -A SCALE 1 18 25 - SECTION B-B SCALE I : 18 SIDE VIE W ADA SHELF SHOWN OPEN SLIDE ADA SHELF SHIPPING WEIGHT- I OGO.72 1175. SHOWN CLOSED ®o_ TORRID 12.7.115 MOVED ADA SHELF SLIDES TO SIDES J_v Nw A� ��,^:bn CASHWRAP Are: BT/JV 10.9.15 BP'dfdetl� TRD-TD-CW-ADA-02ADACISD "; " X�.X70C [X. ] 12/7/2015 TRD-TD-CVJ-ADA-02 TOTAL SHEETS: 13 FINISH: TOP-HPL WILSONART 79G5K- 12 WALNUT HEIGHT5 TRD-TD-CW-ADA-02 CAST-HPL WIL50NAPT # 1 573 MATTE WHITE OR EQUIV. EXTR C E.- WHITE MELAMINE INTERIOR MAGNETIC DETACHER _ --1- N 2,23 DETAIL AJ SCALE I : 9 2.23 C E FRONT VIEWF 2,25 I 1 /4" THICK BLOCKING 74- 22 2fl'' 5kiDE 20- N PULL OUT m ai --- 23.5 -- DRAWER I. (2X) .. .. .. MAGNETIC DETACHER :. 15.75 .75 20 TYP N m. {f- ... f` N • • of • N N 1 N cq HOLES (10X) N D SECTION H-H _ SCALE 110 ADA SHELF SHOWN OPEN Ll m SECTION C-C SCALE 110 SECTION E-E SCALE 110 SHELF SHOWN CLOSED SECTION F-F SCALE 110I ADA -r- 25 W � ® g a� A Tmn arowP'o ^n° tl 11 e e me e<mm p<rtv er mar stare F:xta ter nc Any rePrWtlucLanor at on 'trout ten permission Irom PSF is prohibited. �. Rp�� E: TORRID R i": u,v oATe 12.7. 15 MOVED RDA SHELF SLIDES TO SIDES JV /1 �-�+n�J/B E CASHWRAP A x"xxce. re: BT/JV 30.9.15 x'x* *110" X�.XX)C [X. ] TRD-TD-CW-ADA-02 TOTAL SHEETS: 13 1 ACCESSIBLE CASHWRAP CUT SHEETS A8 SCALE: NOT TO SCALE CASHWRAP 3/4" - 1'-0" (-)CASHWRAP SHELVING PLACEMENT 7'-10 1/4" FINISH: TOP-HPL WIL50NAPT 79G5K-1 2 WALNUT HEIGHTS WIRE HOLES TRD-TD-CW-AD CART-HPL WIL50NART # 1 573 MATTE WHITE OR EQUIV. EXTR ON CTR OF EACH 4 WHITE MELAMINE INTERIOR FIXED SHELVES 21.25 21.25 ,m, fir••' - N N N to 5.G25 3.25 PEN HLDR - t` WIRE HOLE " 1 HOLES - (I X) HANGER SUDS 3.5 6 BUILD-UP ISOMETRIC VIEW SECTION AD -AD SECTION AE-AE SCALE 118 SCALE 1 18 WIRE HOLES WIRE HOLES �. ON CTR OF EACH ON CTR OF EACH FIXED SHELVES FIXED SHELVES 21.25 1 •- 2 1 z I 2 " ..1; Y RE AD AA AB t FF N N N PEN HLDR N } HOLE WIRE - HOLES WIRE - WIRE N N HOLE5 HOLE5 v "! .F9 75 N N - 2.25 2 - i 2 N 2.25 2 Y A AD A AB SECTION AB -AB SECTION AA -AA SECTION Y-Y 2 91.75 2 SCALE 1 18 SCALE 118 SCALE 118 (IX) HANGER FRONT VIEW SLIDE ADA PULL OUT SHELF - r-� This drewpnrg g the ^te eewe p fv t P sf ar eronc Y I no TORRID I REY w`re 12.7.15 MOVED ADA SHELF SLIDES TO SIDES JV �TmE CASHWRAP n ten perm ss on from PSF' p 'bit _ BT/JV 10.9.i5 Rav�o ev. ovEn ogre. nxYu xuwe�a TRD-TD-CW-ADA-02 TOTAL SHEETS: 13 FIN15H: TOP-HPL WIL5ONART 79G5K- 12 WALNUT HEIGHT5 TRD-TD-CW-AD CART-HPL WIL50NART # 1 573 MATTE WHITE OR EQUIV. EXTR $ WHITE MELAMINE INTERIOR z.zs 1_ 97.75 OA-LT 23 7 23.5 7 7 23 -�41 1 .75 - DETAIL K _ SCALE 1 : 3 u, o m ® 32.5 2 ID 32.25 DWR PC 'H , , 4 22.75.DWR PC . 22.75 DWR PC N m 22,875 N L 10 SHELF `5 - ' 12.25 N CL I CL RS 9,76 n t0 m 14.75 I 2 91.75 2 FRONT VIEW �� ® o A'r This drowinq ono tlesign are fFe mten«rim Fxfures prePerty or Premier store TORRID nc An reprotluct anor a Perot on w pFout wr tten CASH permissm^ from sF :� prep i.,'tee. CASHWRAP O1�ar. aRoveo oATe. I EV OATE. 12.7.15 MOVED ADA SHELF SLIDES TO SIDES JV rt1E: W ADA PULL OUT SHELF Re nunaFR. BT/JV 10.9.15 [X.]"' FUME TRD-TD-CW-ADA-02 TOTAL SHEETS: 13 W B BACKWRAP \ / NO SHELF a / \ 1 / \ m -02 eTa `il 2 J L13 t BRUCE M. CARLSON rcchitecture • planning • interior design TRUCE M. CARLSON ARCHITECT, PLLC WO WASHINGTON AVE. N., SUITE 208 OINNEAPOLIS, MN 55401-1148 'HONE: (612) 547-1300 "AX: (612) 547-1301 CONTACT: MINDY KRESA torridC�cmarch.com CONSULTANTS: MEP ENGINEER )UNHAM ASSOCIATES, INC. 50 S. 6TH ST, SUITE 1100 ,AINNEAPOLIS, MN 55402 612) 465-7550 ;sue �.rc�... ��:�.�r'... n�•... 5449 REGIST D I B UCE . ARLSON STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 04/25/19 DATE ISSUED 0005449 REG. NO. PARKWAY SUPER CENTER 17580 SOUTHCENTER PKWY SPACE #21 STRIPI�CEI#fE, I, X NDED �c C01V]PLIANCE APPROVED JUPd 0 5 2C 19 of Tukwila SHEET TITLE: CASHWRAP CUT SHEETS, CASHWRAP AND BACKWRAP SHELVING PLACEMENT REVISIONS LOG ORIGINAL ISSUE: 04/25/19 NO: DATE: BY: PROJECT NO: 19127.005 DRAWN BY- ABS A8 COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2019 6 FINISH: WIL50N # 1573 FROSTY WHITE HIGH GLO55 OR EQUIV. EXTR 8 WHITE MELAMINE INTERIOR _I:i a\Pl�lt.'P�1 v m 0 m m m 21-3/4" I.D. 12" I.D. �'-32 FRONT VIEW SIDE VIEW 3/4" TRD-TD-CWSIDE 1 TOTALSHEET5:5 NOTE5: FINISH: WILSON # 1 573 FROSTY WHITE HIGH GLO55 OR EQUIV. EXTR 4 WHITE MELAMINE INTERIOR • DOWEL HOLE DEPTH AT 5/8" I — 3G" m 17 17" - • I PC5 12— m 2 PCS - 2 PCS m r � • © TRD-TD-CW_9IDE-202 A © TRD-TD-CW5IDE-202 B OA TRD-TD-CW5IDE-201 =vim v m 2-1l2" 112"—�' R3/4" 6 PCS v I PC5 R3/ I G" I PC5 OD TRD-TD-CW5IDE-203 A OE TRD-TD-CW5IDE-203 B TRD-TD-CW51DE-204 CASHWRAP SIDE COUNTERTOP �'^ 3 _ CR � E Default � •";" XX361X. ] TRD-TD-CWSIDE-00-MILL TOTAL SHEETS:5 NOTES: FINISH: WIL50N # 1 573 FROSTY WHITE HIGH GLO55 OR EQUIV. EXTR # WHITE MELAMINE INTERIOR • DOWEL HOLE DEPTH AT 5/8" • SHELF PIN HOLE DEPTH AT 3/8" 2-l/2"— ----15-1/2"1' 15-112" 30 -- 22-1/2" 12-3/4" II/16" m I PC5 il'P TYP 22-w " .._ s 15/IG" <n 10 N TYE, 1 V w m 03t I G" N -I`— 14-114"— N 5l85/ N _ THRU ALL10 o� uT m 05t1 6" LEFT SIDE / 2/ RIGHT SIDE 2-1/2" 15-1l2"---15-U2°—� m JOTRD-TD-CW5IDE-2OG RH—// (9 TRD-TD-CW51DE-207 - a^ RI/4" RI/4" n Ip r; I PC5 — �D 2 PC5 m —t— © TRD-TD-CW5IDE-208 A OM TRD-TD-CW5IDE-208 B d° i�co •• ® Tee a .i•a o"o a•:.a, •.< Tn< • df a w.wrn: R<v. xo.: uv.wre: x. ns csswrnon: FRONT FACIAR PANEL oere: CRx TRD-TD-CWSIDE-207 TRD7T1)-CWSIDE-00-MILL TOTAL SHEETS.5 ITEM NO. CUTTICKEf PART NUMBER DESCRIPTION QT 7 A TRD-TD-CW5IDE-201 CA5HWRAP SIDE COUNTERTOP I 8 B TRD-TD-CW5IDE-202A FRNT-BCK FACE TOE -KICK PANEL 2 9 C TRD-TD-CW5IDE-202B 51DE FACE TOE -KICK PANEL 2 10 D TRD-TD-CW5IDE-203A TOE -KICK CRO55 RIB -A I I I E TRD-TD-CW5IDE-20313 TOE -KICK CP055 RI5-8 I 12 F TRD-TO-CW5IDE-204 TOE -KICK RETURN 1 13 G TRD-TD-CW5IDE-205A BASE PANEL 1 14 H TRD-TD-CWSIDE-20GA INNER DIVIDER PANEL- WITH PEG HOLES 1 15 1 TRD-TD-CW5IDE-20GLH 51DE OUTER PANEL-LH WITH PEG HOLES I I G J TRD-TD-CW51DE-20GFH SIDE OUTER PANEL -PH WITH PEG HOLES I 17 K TRD-TD-CW51DE-207 FRONT FACIAR PANEL 1 18 L TRD-TD-CWSIDE-208A ADJUSTABLE SHELF -WIDE 1 19 M TRD-TD-CW51DE-20813 ADJUSTABLE SHELF -NARROW 22 2 TOTAL SHEETS:5 NOTES: FINISH: WIL50N # 1 573 FROSTY WHITE HIGH GLO55 OR EQUIV. EXTR € WHITE MELAMINE INTERIOR • DOWEL HOLE DEPTH AT 5/8" • SHELF PIN HOLE DEPTH AT 3/8" z it2"-�--�----2-il2° 2-1/2' m -II 17-1/4" N L —34-It2" ry N 05lIG" T N 3! 6" P N N — 1 PC5 I PC5 7 N • 2- U2" ---� �--�-- 2- I/2" 5/5' I -1l2" 1 2-3/8" N O TRD-TD-CW5IDE-205 'v 17-1 /4" R" N -I2"f 6 11 "f 6 11- f TRD-TD-CW5IDE-20G'' Si 3/ I G" S 518" . ro m I'YI, P N N 1 PC5 N -I'— 14-1 /W —4Ll M N T 13-1/4-4 1 T O TRD-TD-CW51DE-20G LH m o — y�� P s VRNKT .W tlNDE5Uutt1oN. BASE PANEL eo•Y CR TRD-TD-CWSIDE-205A TRD-TD-CWSIDE-00-MILL TOTAL SHEETS:5 c0 clE 0F II.IKVv!Lr, PH ;'s;T CT "dTE:R BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: MINDY KRESA forrid@cmarch.com CONSULTANTS: MEP ENGINEER DUNHAM ASSOCIATES, INC. 50 S. 6TH ST, SUITE 1100 MINNEAPOLIS, MN 55402 (612) 465-7550 SEAL: 5449 REGIS RED T CT BRUCE M. CARLSON STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT PARKWAY SUPER CENTER 17580 SOUTHCENTER PKWY TUKWILA, WA 98188 SPACE #21 STRIP CENTERp;;' DED su^10 5 Lu;s City of Tukwila BUILDING DIVISION SHEET TITLE: kCCESSIBLE :ASHWRAP CUT SHEETS commmmmsmsmazzmammmmmMESIMEEM REVISIONS LOG ORIGINAL ISSUE: 04/25/19 NO: DATE: BY: PROJECT NO: 19127.005 DRAWN BY: ABS ADA CASHWRAP CUT SHEETS SCALE: NOT TO SCALE 2 ELEVATION FOR SHELVING PLACEMENT Asa SCALE 1" = 1,—W A8a COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2019 l 0 N rn s a. x Of w z U Ir U) 3 V) 0 0 DIVISION 1 - GENERAL REQUIREMENTS SECTION 1B - SUPPLEMENTARY CONDITIONS A. ARTICLES IN THIS SECTION ARE SUPPLEMENTARY IN NATURE TO THE PROVISIONS OF THE AIA A201-1997 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. THIS AIA DOCUMENT SHALL BE INCORPORATED INTO THE CONTRACT DOCUMENTS AND SHALL BE BINDING TO THE CONTRACT AS IF WRITTEN HEREIN. 1. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT, UNLESS CONTRACT DOCUMENTS GIVE OTHER SPECIFIC INSTRUCTIONS CONCERNING THESE MATTERS. 2. UNLESS OTHERWISE DEFINED BY OWNER, SUBMIT BIDS ON CONTRACTOR'S PREFERRED FORM. B. SCOPE OF WORK: 1. THESE DRAWINGS AND SPECIFICATIONS DESCRIBE THE ARCHITECTURAL AND ENGINEERING REQUIREMENTS FOR THE CONSTRUCTION OF THE PROJECT INDICATED ON THE TITLE BLOCK ON THE SHEET. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PERFORM THE WORK DESCRIBED BY THESE DOCUMENTS. a. THE WORK IS A RENOVATION TO EXISTING CONSTRUCTION. THEREFORE, IT IS ABSOLUTELY ESSENTIAL THAT THE CONTRACTOR VISIT THE SITE TO DETERMINE THE EXTENT OF THE EXISTING WORK TO REMAIN, THE EXTENT OF THE EXISTING WORK TO BE REMOVED AND THE EXTENT OF THE EXISTING WORK TO BE COORDINATED. 2. IT IS THE INTENT OF THIS CONTRACT THAT A JOB, COMPLETE IN EVERY RESPECT SHALL BE PROVIDED TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FULL AND COMPLETE EXECUTION OF THE PROJECT AND SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS NECESSARY TO COMPLETE THE WORK, WHETHER SPECIFIED OR NOT, TO COMPLY WITH THE FULL INTENT OF THESE DOCUMENTS. 3. CONTRACTOR AND SUBCONTRACTORS SHALL INSTRUCT ALL PERSONS, PREPARING BIDS ON WORK, THAT THE GENERAL CONDITIONS AND SUPPLEMENTARY CONDITIONS APPLY TO EACH SPECIFICATION. THE MENTION, HEREIN, OF MATERIALS ARTICLES, OPERATIONS AND METHODS APPLICABLE TO THE CONTRACT WORK REQUIRES THAT THE CONTRACTOR PROVIDE EACH ITEM MENTIONED OR INDICATED, OF QUALITY OR SUBJECT TO QUALIFICATIONS NOTED, PERFORM ACCORDING TO THE CONDITIONS STATED FOR EACH OPERATION PRESCRIBED. 4. CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF ENGINEERING AND CONSTRUCTION OF THEIR RESPECTIVE TRADE AND COORDINATION WITH THE ARCHITECT. 5. BUILDING CODES & REGULATIONS: COMPLY WITH APPLICABLE RULINGS, ORDINANCES, CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION OVER THIS PROPERTY AND INDEMNIFY OWNER FROM DAMAGES. a. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL ARRANGE A MEETING AT THE SITE WITH THE BUILDING OFFICIAL, FIRE MARSHAL AND APPROPRIATE OTHER AUTHORITIES TO REVIEW THE NUMBER AND LOCATION OF FIRE SPRINKLER HEADS, FIRE EXTINGUISHERS, EXIT LIGHTS, EMERGENCY LIGHTS AND BACKUP POWER AND FIRE RATED CONSTRUCTION. CONTRACTOR SHALL MAKE ADDITIONS AND MODIFICATIONS TO THESE SYSTEMS AS REQUIRED. SUCH ADDITIONS AND MODIFICATIONS SHALL BE PART OF THE ORIGINAL CONSTRUCTION COST. b. CONTRACTOR SHALL OBTAIN INTERIM AND FINAL INSPECTIONS AND ALL REQUIRED APPROVALS FROM GOVERNING AGENCIES HAVING JURISDICTION, PRIOR TO RECEIVING FINAL PAYMENT. c. OBTAIN INSPECTION AND APPROVAL FROM GOVERNING AUTHORITIES HAVING JURISDICTION, FOR ITEMS THAT WILL BE CONCEALED IN THE FINISHED WORK, PRIOR TO COVERING SAID ITEMS. 6. ALL WORK, WHETHER PERFORMED BY CONTRACTOR, LANDLORD OR TENANT, SHALL CONFORM TO THE DESIGN CRITERIA SUPPLIED BY THE LANDLORD. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LANDLORD'S REPRESENTATIVE, DURING BIDDING, TO OBTAIN A COPY OF THE LANDLORD CRITERIA AND TO INCLUDE ASSOCIATED COSTS IN THE BID TO THE OWNER. C. DEFINITIONS: 1. 'LANDLORD" REFERS TO THE ENTITY INDICATED ON THE TITLE SHEET OF THESE DOCUMENTS AS THE LANDLORD. TENANT COORDINATOR/LANDLORD CONTACT IS IDENTIFIED ON THE TITLE SHEET. 2. "OWNER" OR "TENANT" REFERS TO THE CONTRACTED "OWNER" AS INDICATED ON THE TITLE BLOCK OF THIS SHEET. THROUGHOUT THESE DOCUMENTS, THE TERMS "OWNER" AND "TENANT INTERCHANGEABLY. 3. "CONTRACTOR" REFERS TO THE TENANT'S GENERAL CONTRACTOR AWARDED THE CONTRACT FOR CONSTRUCTION. 4. "SUBCONTRACTOR" REFERS TO THOSE SUBCONTRACTORS OR ASSIGNMENTS WITH DIRECT CONTRACTUAL RELATIONSHIPS, UNDER THIS BID PACKAGE, TO THE CONTRACTOR. 5. "ARCHITECT" REFERS TO THE ARCHITECT -OF -RECORD AS INDICATED ON THE TITLE BLOCK OF THIS SHEET. 6. "FURNISH" MEANS TO SUPPLY AND DELIVER TO PROJECT SITE, READY FOR INSTALLATION. 7. "INSTALL" MEANS TO PLACE IN POSITION FOR USE OR SERVICE. 8. "PROVIDE" MEANS TO FURNISH AND INSTALL, COMPLETE AND READY FOR INTENDED USE. D. CONTRACT DOCUMENTS: 1. THE BASIS OF THE CONTRACT SHALL BE AIA A101 - STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR BASED ON A STIPULATED SUM. 2. OWNER RESERVES THE RIGHT TO UTILIZE A DIFFERENT FORM OF AGREEMENT THAT IS MUTUALLY ACCEPTABLE TO OWNER AND CONTRACTOR. 3, THE DRAWINGS AND SPECIFICATIONS ARE TOGETHER INTENDED TO GIVE A COMPLETE DESCRIPTION OF THE FORM, QUALITY, KIND OF FABRICATION, CONSTRUCTION, INSTALLATION AND FULL COMPLETION OF THE PROJECT, READY FOR OCCUPANCY. WORK SHOWN ON THE DRAWING, BUT NOT SPECIFIED AND WORK SPECIFIED, BUT NOT SHOWN ON THE DRAWINGS SHALL BE INCLUDED IN THE CONTRACT, THE SAME AS IF BOTH SHOWN AND SPECIFIED. 4. SUBMISSION OF A BID WILL BE AN ACKNOWLEDGMENT BY THE BIDDER THAT THEY HAVE FULLY INFORMED THEMSELVES AS TO THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS AND THAT THEY WILL NOT SEEK TO EVADE RESPONSIBILITY FOR OMISSIONS BY MAKING CLAIM FOR AMBIGUITY OR CONFLICT OF THE PLANS AND SPECIFICATIONS. 5. COORDINATE WORK INDICATED ON THE ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND FIRE PROTECTION DRAWINGS. 6, CONTRACTOR IS RESPONSIBLE FOR DISTRIBUTION OF CONSTRUCTION DOCUMENTS TO THE SUBCONTRACTORS AND FOR COORDINATION BETWEEN SUBCONTRACTORS BASED ON THIS SET OF DOCUMENTS. NO EXTRA COMPENSATION WILL BE GIVEN TO A BIDDER OR SUPPLIER WHO HAS BID FROM AN INCOMPLETE SET OF CONSTRUCTION DOCUMENTS. 7. BRING TO THE ATTENTION OF THE ARCHITECT, IMMEDIATELY, DISCREPANCIES BETWEEN THE DRAWINGS, DRAWINGS AND SPECIFICATIONS OR THE VARIOUS SPECIFICATION SECTIONS FOR A DECISION BY THE ARCHITECT OR RESPECTIVE ENGINEER FOR CLARIFICATION. AFTER BIDS ARE SUBMITTED, NO CLAIMS OF DISCREPANCIES WILL BE CONSIDERED A VALID REASON FOR AN EXTRA CHARGE OR CHANGES TO THE WORK. WHERE A DISCREPANCY IS ENCOUNTERED, CLARIFICATION AND DECISION SHALL BE AT THE ARCHITECT'S SOLE DISCRETION AND SUBMISSION OF A BID SHALL CONSTITUTE ACCEPTANCE OF THAT DECISION REGARDLESS OF COST. 8. COORDINATE WORK OF THIS CONTRACT WITH BUILDING SHELL ELEMENTS. IMMEDIATELY NOTIFY OWNER OF SIGNIFICANT DISCREPANCIES AND CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS AND LANDLORD BUILDING SHELL ELEMENTS. E. COORDINATION: 1. LANDLORD COORDINATION: o. COMPLY W/ THE REQUIREMENTS OF LANDLORD OPERATION, WORKING TIME, BARRICADES & ACCESS. b. MEET WITH LANDLORD MANAGEMENT PRIOR TO STARTING WORK TO COORDINATE TIME AND NOTIFICATIONS REQUIRED FOR UTILITY CHANGES OR WORK THAT MAY AFFECT LANDLORD OPERATIONS OR OTHER TENANTS. I. COORDINATE, SCHEDULE AND MINIMIZE UTILITY INTERRUPTIONS. PROTECT & MAINTAIN EXISTING SERVICES AFFECTED BY THE PERFORMANCE OF THE WORK. c. WHERE NECESSARY, WORK SHALL BE PERFORMED AT NIGHT AS DIRECTED BY LANDLORD TO AVOID CONFLICTS WITH LANDLORD UTILITIES AND OPE RATIONS. d. LANDLORD'S DESIGNATED ROOFING CONTRACTOR SHALL PROVIDE ROOF WORK AT THE TENANT'S COST INCLUDED UNDER THIS PROJECT CONTRACT. e. LANDLORD'S DESIGNATED SPRINKLER CONTRACTOR SHALL PROVIDE FIRE SPRINKLER WORK AT TENANT'S COST INCLUDED UNDER THIS PROJECT CONTRACT. I. THE SPRINKLER CONTRACTOR SHALL PROVIDE SPRINKLER SYSTEM DESIGN AND LAYOUT AND SUBMIT TO THE FIRE MARSHAL AND BUILDING OFFICIAL, FOR APPROVAL. f. BEFORE PROCEEDING WITH THE WORK, SUBCONTRACTORS SHALL ASCERTAIN THAT IT WILL NOT INTERFERE WITH THE WORK OF OTHER SUBCONTRACTORS. WORK THAT DOES INTERFERE SHALL NOT CUT OR OTHERWISE DAMAGE THE WORK OF OTHER CONTRACTORS AND SHALL BEAR THE COST OF DAMAGE DONE IN DISREGARD OF THIS REQUIREMENT. g. EACH SUBCONTRACTOR SHALL EXAMINE THE DRAWINGS AND SPECIFICATIONS RELATIVE TO THE WORK OF OTHER TRADES AND TO INFORM THEMSELVES OF THE EFFECT SAME MAY HAVE ON THE WORK OF THEIR TRADE AND PROPERLY CORRELATE SAME, THAT A FINISHED JOB MAY RESULT. h. CONTRACTOR SHALL UTILIZE UNION LABOR IN REQUIRED PROJECT LOCATIONS. 3. OWNER/VENDOR COORDINATION: CONTRACTOR SHALL COORDINATE AND SCHEDULE THE WORK OF SEPARATE OWNER/VENDOR FURNISHED COMPONENTS, ENSURING THE COORDINATION OF ALL TRADES. a. CONTRACTOR TO VERIFY REQUIREMENTS OF OWNER EQUIPMENT PRIOR TO THE START OF CONSTRUCTION AND OBTAIN CATALOG CUT SHEETS OF EQUIPMENT FROM OWNER. F. INSURANCE AND BONDS: 1. CONTRACTOR AND SUBCONTRACTORS SHALL CARRY AND MAINTAIN INSURANCE COVERAGE FOR NO LESS THAN THE LIMITS INDICATED HEREIN. PROVIDE ADDITIONAL/HIGHER INSURANCE COVERAGE LIMITS THAT ARE REQUIRED PER LANDLORD CRITERIA IN EXCESS OF LIMITS LISTED HEREIN. 2, EACH SUBCONTRACTOR SHALL FURNISH TO CONTRACTOR, TWO (2) COPIES EACH OF CERTIFICATES OF INSURANCE HEREIN REQUIRED FOR EACH COPY OF THE AGREEMENT WHICH SHALL SPECIFICALLY SET FORTH EVIDENCE OF ALL COVERAGE REQUIRED. 3. CONTRACTOR SHALL FURNISH CERTIFICATES OF SUCH INSURANCE TO OWNER WITHIN FIVE (5) DAYS OF SIGNING CONTRACT. THESE CERTIFICATES SHALL PROVIDE THAT COVERAGE AFFORDED UNDER THE POLICIES WILL NOT BE CANCELED UNTIL TEN (10) DAYS PRIOR WRITTEN NOTICE HAS BEEN GIVEN TO THE OWNER. 4. THE CONTRACTOR SHALL FURNISH TO THE OWNER COPIES OF ENDORSEMENTS THAT ARE SUBSEQUENTLY ISSUED AMENDING COVERAGE OR LIMITS. 5. LIMITS: a. WORKMEN'S COMPENSATION INSURANCE IN FULL COMPLIANCE WITH THE LAWS OF THE STATE OR STATES IN WHICH WORK UNDER THIS CONTRACT IS PERFORMED TO INCLUDE EMPLOYER'S LIABILITY WITH MINIMUM LIMITS OF $100,000. b. COMPREHENSIVE GENERAL LIABILITY: I. BODILY INJURY, INCLUDING DEATH: $500,000 MINIMUM. ii. PROPERTY DAMAGE: $300,000 MINIMUM. c. COMPREHENSIVE AUTOMOBILE LIABILITY: I. BODILY INJURY, INCLUDING DEATH: $300,000 MINIMUM. ii. PROPERTY DAMAGE: $100,000 MINIMUM. 6. CERTIFICATE OF INSURANCE MUST BE MADE OUT TO THE OWNER. 7. BONDS: a. PROVIDE A BID BOND FOR 5 PERCENT OF THE CONTRACT PRICE. b. PROVIDE A LABOR AND MATERIAL PAYMENT BOND FOR 100 PERCENT OF THE CONTRACT PRICE. G. PERMITS, FEES AND TAXES: 1. CONTRACTOR SHALL OBTAIN AND PAY FOR BUILDING PERMIT AND ALL ADDITIONAL PERMITS AND FEES. 2. EACH SUBCONTRACTOR RESPONSIBLE FOR PLUMBING, ELECTRICAL, MECHANICAL & FIRE SPRINKLERS SHALL OBTAIN AND PAY FOR RESPECTIVE PERMITS AND SHALL PAY CHARGES ASSOCIATED WITH CONNECTIONS TO UTILITIES, CERTIFICATES, INSPECTIONS, ETC AS REQUIRED BY MUNICIPAL, STATE AND OTHER LEGALLY CONSTITUTED AUTHORITIES BEFORE COMMENCING WORK AND SHALL BE RESPONSIBLE FOR REVISIONS THAT MAY BE REQUIRED BY SAID AUTHORITIES. 3. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR PERMITS AND FEES ASSOCIATED WITH SANITARY AND STORM SEWER. 4. WHENEVER THE LAW OF THE PLACE OF BUILDING REQUIRES A SALES, CONSUMER USE OR OTHER SIMILAR TAX, THE CONTRACTOR AND SUBCONTRACTORS SHALL PAY SUCH TAXES AS PERTAINS TO THEIR RESPECTIVE PORTION OF THE WORK AND HAVE SUCH TAXES INCLUDED IN THEIR BID. H. PRICE AND PAYMENT PROCEDURES: 1. APPLICATION FOR PAYMENT: SUBCONTRACTORS SHALL SUBMIT TO THE CONTRACTOR AN APPLICATION FOR EACH PAYMENT ON OR ABOUT THE FIRST DAY OF EACH MONTH. THE CONTRACTOR SHALL ASSEMBLE PAYMENT APPLICATIONS, SUBMIT IT TO OWNER WITH CERTIFICATE OF PARTIAL PAYMENT. SUBCONTRACTORS SHALL SUBMIT PAID BILLS AND LIEN WAIVERS FOR LABOR AND MATERIAL INCLUDED IN THE JOB TO THAT DATE. IF LIEN WAIVERS ARE NOT AVAILABLE AT THE TIME PAYMENT IS LIQUIDATED, PAYMENT WILL BE WITHHELD UNTIL SUCH WAIVERS ARE SUBMITTED. SUBMIT APPLICATIONS FOR PAYMENT INDICATING FULL VALUE OF WORK WITH PAYMENTS EQUAL TO 90 PERCENT OF THE CERTIFIED VALUE. 2. LIENS: NEITHER THE FINAL PAYMENT NOR ANY PART OF THE RETAINED PERCENTAGE SHALL BECOME DUE UNTIL THE CONTRACTOR DELIVERS TO THE OWNER A COMPLETE RELEASE OF LIENS ARISING OUT OF THIS CONTRACT, OR RECEIPTS IN FULL IN LIEU THEREOF, AND IN EITHER CASE, AN AFFIDAVIT THAT SO FAR AS THEY HAVE KNOWLEDGE OR INFORMATION, THE RELEASE AND RECEIPTS TO INCLUDE ALL LABOR AND MATERIAL FOR WHICH A LIEN COULD BE FILED. THE ABOVE REFERENCED WAIVERS AND AFFIDAVITS, FOR 100 PERCENT OF WORK, SHALL BE SUBMITTED NO MORE THAT 30 DAYS FOLLOWING CONSTRUCTION COMPLETION. 3. FINAL PAYMENT SHALL BE CONTINGENT ON THE COMPLETION OF THE CONTRACTOR'S "PUNCH -LIST" INCLUDING ANY INCOMPLETE ITEMS ADDED BY THE OWNER. FINAL PAYMENT WILL NOT BE APPROVED UNTIL WORK IS PHYSICALLY COMPLETE AND CERTIFICATE OF OCCUPANCY IS GRANTED. 4, EXTRA WORK: NO RECOGNITION OF EXTRA WORK, WHETHER CONSISTING OF LABOR, MATERIALS OR EXPENSE WILL BE MADE UNLESS THE CONTRACTOR HAS PROCURED WRITTEN AUTHORITY TO PROCEED WITH EXTRA WORK FROM THE OWNER WITH THE COST STATED IN FIGURES THEREIN. FAILURE TO OBTAIN FORMAL AUTHORIZATION PRIOR TO WORK WILL INVALIDATE CLAIMS FOR ADDITIONAL COMPENSATION. I. CORRECTION OF WORK AFTER FINAL PAYMENT AND WARRANTY: 1. NEITHER THE FINAL CERTIFICATE FOR PAYMENT NOR ANY PROVISIONS IN THE CONTRACT DOCUMENTS SHALL RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR FAULTY MATERIALS OR WORKMANSHIP. UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL REMEDY DEFECTS DUE THERETO AND SHALL PAY FOR DAMAGE TO OTHER WORK RESULTING THEREFROM, THAT MAY APPEAR WITHIN A PERIOD OF ONE YEAR FROM THE DATE OF OWNER'S APPROVAL OF THE FINAL CERTIFICATE OF PAYMENT. a. COMPLETELY CLEAN, SERVICE (LUBRICATE AND REPLACE BELTS, FILTERS, ETC.) AND CHECK FOR PROPER OPERATION OF EQUIPMENT STATED AS REUSED AND GUARANTEE THESE COMPONENTS FOR ONE YEAR. 2. ALL WARRANTIES OR GUARANTEES FOR MATERIALS AND WORKMANSHIP ON OR WITH RESPECT TO TENANT'S WORK SHALL BE CONTAINED IN THE CONTRACT OR SUBCONTRACT WHICH SHALL BE SO WRITTEN THAT SUCH GUARANTEES OR WARRANTIES SHALL INURE TO THE BENEFIT OF BOTH LANDLORD AND TENANT, AS THEIR RESPECTIVE INTEREST APPEAR AND CAN BE DIRECTLY ENFORCED BY EITHER. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR, WITHOUT ADDITIONAL CHARGE, FOR ANY AND ALL WORK DONE OR FURNISHED WHICH HAS BECOME DEFECTIVE WITHIN THE ONE-YEAR PERIOD. THE CORRECTION OF SUCH WORK SHALL INCLUDE, WITHOUT ADDITIONAL CHARGE, ALL EXPENSES AND DAMAGES IN CONNECTION WITH SUCH REMOVAL, REPLACEMENT OR REPAIR OF ANY PART OF THE WORK WHICH MAY BE DAMAGED OR DISTURBED THEREBY. J. ADMINISTRATIVE REQUIREMENTS:. 1. SCHEDULE FOR COMPLETION: WORK ON THE PROJECT SHALL BE CARRIED FORWARD WITH DUE DILIGENCE AND WITHOUT INTERRUPTION, AS WEATHER CONDITIONS PERMIT AND AS GOOD JUDGMENT DICTATES. COORDINATE TIME SCHEDULE WITH THE OWNER FOR OCCUPANCY DATE ANTICIPATED. 2. CONTRACTOR SHALL COORDINATE WITH LANDLORD FOR SCHEDULING OF CONSTRUCTION OPERATIONS THAT CREATE EXCESSIVE NOISE OR OTHER DISTURBANCE TO OTHER TENANT OR LANDLORD OPERATIONS. 3. RECORD DRAWINGS: a. MAINTAIN A COPY OF THE LATEST SET & LANDLORD APPROVED SET OF CONSTRUCTION DOCUMENTS ON SITE THROUGHOUT CONSTRUCTION. DOCUMENTS SHALL BE STAPLED IN ONE NEAT SET AND ATTACHED TO A LOCATION ACCEPTABLE TO THE OWNER AND ARCHITECT. 4. SUBMITTALS: a. REFER TO "PRICE AND PAYMENT PROCEDURES" FOR SUBMITTALS RELATED TO PAYMENTS. b. WITHIN TEN (10) WORKING DAYS OF CONTRACT AWARD, SUBMIT TO ARCHITECT AND OWNER'S LOCAL REPRESENTATIVE, A LIST OF ALL SUBCONTRACTORS AND SUPPLIERS INCLUDING NAME, CONTACT PERSONS, ADDRESS, PHONE AND FAX. c. CLOSEOUT SUBMITTALS: REFER TO "EXECUTION REQUIREMENTS". 5. SHOP DRAWINGS: a. SUBMIT THREE (3) COPIES OF ALL SHOP DRAWINGS TO THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR CHECKING AND COORDINATION OF THEM. b. THE CONTRACTOR SHALL FORWARD THREE (3) COPIES TO THE OWNER. AFTER OWNER REVIEWS THEM FOR DESIGN CONFORMANCE, PROVIDE CORRECTIONS AS INDICATED AND ISSUE FOUR (4) FINAL COPIES FOR JOB USE AND ONE COPY TO ARCHITECT. c. SUBMITTALS SHALL CLEARLY STATE PROJECT TITLE AND NUMBER, NAMES OF SUBCONTRACTOR, SUPPLIER AND MANUFACTURER, FIELD DIMENSIONS, RELATIONSHIP TO ADJACENT MATERIALS, APPLICABLE STANDARDS AND IDENTIFICATION OF DEVIATIONS FROM CONSTRUCTION DOCUMENTS. d. SHOP DRAWINGS SHALL BE PREPARED ONLY WITH A FULL SET OF DRAWINGS AS REFERENCE. e. SHOP DRAWINGS SHALL BE ACCURATELY DETAILED, DRAWN TO SCALE, AND SHALL CONTAIN NOTATIONS AND OTHER INFORMATION NECESSARY TO FULLY DESCRIBE THE INSTALLATON PROCEDURES AND WORK REQUIRED. f. CONTRACTOR SHALL REVIEW OWNER/VENDOR FURNISHED SUBMITTALS FOR COORDINATION PURPOSES. K. QUALITY REQUIREMENTS: 1. WORKMANSHIP SHALL BE EXACT, PAINSTAKING, DURABLE AND GENERALLY OF THE HIGHEST GRADE. MATERIALS, UNLESS PARTICULARLY SPECIFIED OTHERWISE, SHALL BE NEW, IN PERFECT CONDITION FOR USE, OF GOOD REPUTATION AND FREE FROM DEFECTS OR NATURE OF MANUFACTURE THAT WOULD IMPAIR THE STRENGTH, DURABILITY OR APPEARANCE IN FINISHED WORK. 2. PROVIDE TESTING DOCUMENTATION AS SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS. L. TEMPORARY FACILITIES AND CONTROLS: 1, PROVIDE TEMPORARY FACILITIES AND CONTROLS AS NECESSARY TO COMPLY WITH SAFETY CRITERIA AS ESTABLISHED BY FEDERAL, STATE AND LOCAL AUTHORITIES, OSHA AND LANDLORD. a. ENSURE THE SAFETY OF CONSTRUCTION WORKERS, AND GENERAL PUBLIC. 2. PROVIDE TEMPORARY ENCLOSURES, BARRICADES, FENCES, ETC. WITH ACCESS DOORS AS REQUIRED BY LANDLORD TO SECURE THE WORKING AREA AND PROVIDE PUBLIC SAFETY. 3. PROVIDE 12'-O" HIGH DUSTPROOF SOLID BARRICADE, NOT MORE THAN 3'-O" FROM THE LEASE LINE. CONSTRUCTION SHALL BE OF METAL STUDS AT 16 " ON CENTER WITH PAINTED 1/2" GYPSUM BOARD FINISHED IN ACCORDANCE WITH LANDLORD CRITERIA. PROVIDE FLAT ROOF OF SAME CONSTRUCTION. REFER TO LANDLORD'S DESIGN CRITERIA FOR ADDITIONAL REQUIREMENTS. OBTAIN LANDLORD APPROVAL FOR SIGNAGE ON THE BARRICADE. 4. PROVIDE TEMPORARY UTILITIES AND MAKE SAME AVAILABLE TO SUBCONTRACTORS. COORDINATE THE LOCATION OF ALL ACTIVE LANDLORD UTILITY LINES SERVING THE PROJECT AND TAKE NECESSARY STEPS TO PROTECT THEM AND COMPLY WITH THE REQUIREMENTS OF THE UTILITY COMPANIES. INDIVIDUAL SUBCONTRACTORS ARE RESPONSIBLE FOR CONNECTIONS TO UTILITY LINE LOCATIONS, TAPS AND REMOVAL OF TEMPORARY SERVICES WHEN NO LONGER NECESSARY. 5. CONTRACTOR IS RESPONSIBLE FOR PAYMENT OF TEMPORARY CONSTRUCTION UTILITY CHARGES. 6. PROVIDE JOBSITE TELEPHONE AND FAX CAPABLE OF RECEIVING INCOMING CALLS FOR THE DURATION OF CONSTRUCTION. PROVIDE TELEPHONE AND FAX NUMBERS TO OWNER. 7. PROVIDE GENERAL HAULING & TRASH DISPOSAL FROM THE SITE. PROVIDE GENERAL CLEANUP OF THE PROJECT, BUILDING AREA AND THE REMOVAL OF TRASH AND DEBRIS FROM THE WORK AREAS. 8. PROVIDE AND MAINTAIN ADEQUATE ENVIRONMENTAL CONDITIONS TO FACILITATE PROGRESS OF THE WORK. MEET SPECIFIED MINIMUM CONDITIONS AND PROTECT MATERIALS FROM DAMAGE. 9. PROVIDE TEMPORARY PROTECTIVE COVERING OF EQUIPMENT, MERCHANDISE, FINISHES, FLOORING, ETC., DURING CONSTRUCTION, TO PREVENT DAMAGE. M. PRODUCT REQUIREMENTS 1. ORDERING OF MATERIALS: a. CONTRACTOR IS ADVISED, DUE TO THE ACCELERATED CONSTRUCTION SCHEDULE, TO ORDER BUILDING MATERIALS, FIXTURES AND FINISH MATERIALS AS SOON AS POSSIBLE, UNLESS CONTRACTOR NOTIFIES OWNER IN WRITING WITHIN TEN (10) DAYS OF CONTRACT DATE OF DELAYS, CONTRACTOR ASSUMES THE RESPONSIBILITY FOR THE TIMELY DELIVERIES OF COMPONENTS REQUIRED TO CONSTRUCT THE PROJECT (REGARDLESS OF SUPPLIER OR SOURCES, DOMESTIC OR NOT) WITHIN THE TIME ALLOTTED AS SPECIFIED IN THE CONTRACT. 2, RECEIVING OF MATERIALS: a. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING AND VERIFYING SHIPMENTS OF OWNER SUPPLIED MATERIALS. THIS INCLUDES VERIFYING PACKING LISTS AGAINST ORDER FORMS AND BILLS OF LADING, NOTING ANY DAMAGE OR SHORTAGES. CONTRACTOR IS RESPONSIBLE FOR FILING DAMAGE CLAIMS AND MUST MAINTAIN PACKING MATERIALS FOR SHIPMENT OF DAMAGED ITEMS. IF THIS IS NOT DONE WITHIN 24 HOURS, CONTRACTOR SHALL BEAR ALL COSTS TO MEET CONSTRUCTION SCHEDULE. b. COORDINATE UNPACKING OF TENANT SUPPLIED FIXTURES WITH TENANT. 3. STORAGE OF MATERIALS: a. CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR SAFETY FROM LOSS, DAMAGE AND THEFT OF MATERIALS DELIVERED PERTAINING TO PARTICULAR WORK UNTIL THE FINAL PROJECT IS ACCEPTED. I. ABOVE STATED STORAGE OF MATERIALS INCLUDES TENANT SUPPLIED MATERIALS, FIXTURES AND EQUIPMENT. b. CONTRACTOR AND SUBCONTRACTORS SHALL NOT CAUSE OR ALLOW ANY PART OF STRUCTURE TO BE LOADED DURING CONSTRUCTION WITH A WEIGHT GREATER THAN IT IS CALCULATED TO BEAR. THIS REFERS ESPECIALLY TO CONCENTRATED PLACING OF MATERIALS ON ROOF OF BUILDINGS. c. CAREFULLY REMOVE AND STORE ALL MATERIALS THAT ARE REUSED OR SALVAGED BY THE CONTRACTOR. d. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR STORAGE OF ITS OWN MATERIALS AND TOOLS. 4. "OR EQUAL" CLAUSE/SUBSTITUTIONS: a. CERTAIN ITEMS ARE SPECIFIED BY PROPRIETARY NAMES. WHERE THE CLAUSE "OR EQUAL" IS USED IN THE CONNECTION W/ SUCH SPECIFICATIONS, THEY ARE TO BE USED IN RECOGNITION OF THE FACT THAT EQUALLY GOOD AND FUNCTIONALLY SIMILAR ITEMS ARE ON THE MARKET. SHOULD ANY CONTRACTOR DESIRE TO MAKE SUBSTITUTIONS UNDER THIS CLAUSE, THEY SHALL SUBMIT, IN WRITING, THEIR REQUEST FOR APPROVAL OF SUCH SUBSTITUTIONS TOGETHER WITH SUCH SPECIFICATIONS, DESCRIPTIVE LITERATURE & SAMPLES AS THE ARCHITECT OR OWNER MAY REQUIRE. ALL SUCH SUBSTITUTIONS ARE SUBJECT TO REJECTION AT THE OWNER'S & ARCHITECT'S JUDGMENT. b. SUBMISSION AND REVIEW OF REQUESTS FOR SUBSTITUTION WILL NOT BE ALLOWED TO AFFECT THE COMPLETION DATE OR FINISHED APPEARANCE OF THE WORK. C. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNER. N. EXECUTION REQUIREMENTS: 1. FIELD CONDITIONS: PRIOR TO CONSTRUCTION, VERIFY FIELD CONDITIONS AND DIMENSIONS IN THE DRAWINGS. ALERT THE ARCHITECT AND OWNER REGARDING VARIATIONS FROM THE CONDITIONS REPRESENTED ON THE CONSTRUCTION DOCUMENTS AND OBTAIN DIRECTION/CLARIFICATION BEFORE PROCEEDING WITH THE RELATED WORK. 2. CONTRACTOR SHALL AVOID CONFLICT OR INTERFERENCE WITH NORMAL BUILDING OPERATIONS BY COMPLYING WITH BUILDING/FACILITIES RULES AND REGULATIONS REGARDING SCHEDULING AND USE OF ELEVATORS AND LOADING DOCKS FOR DELIVERIES, HANDLING OF MATERIALS, EQUIPMENT AND DEBRIS. CONTRACTOR IS RESPONSIBLE TO UNDERSTAND SUCH RULES AND REGULATIONS. 3. THE CONTRACTOR AGREES THAT ALL WORK SHALL BE PERFORMED IN A MANNER THAT WILL NOT CREATE ANY WORK STOPPAGE, PICKETING, LABOR DISRUPTION OR DISPUTE OR VIOLATE LANDLORD'S LABOR CONTRACTS AFFECTING THE BUILDING OR INTERFERE WITH THE BUSINESS OF THE LANDLORD. IN THE EVENT OF THE OCCURRENCE OF ANY OF THE ABOVE, RESULTING FROM ACTIONS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY SUBTENANT OR ON CONCESSIONAIRE, OR THEIR RESPECTIVE EMPLOYEES, CONTRACTORS OR SUBCONTRACTORS, THE CONTRACTOR SHALL IMMEDIATELY, UPON NOTICE FROM LANDLORD, CEASE THE CONDUCT GIVING RISE TO SUCH CONDITION. THIS CLAUSE MUST BE PART OF GENERAL CONTRACTOR/SUBCONTRACTOR AGREEMENTS AND IF SUCH CLAUSE IS NOT INCLUDED, IT WILL NOT RELIEVE THE CONTRACTOR OF THE REQUIREMENTS OR WORK STATED HEREIN. 4. FOR UTILITY SERVICES, APPLY FOR OR SWITCH NAMES FROM PRIOR TENANT (IF APPLICABLE) FOR UTILITY METERS AND NOTIFY UTILITY COMPANIES OF THE REQUIRED NAME, ADDRESS AND PHONE NUMBERS OF THE OWNER FOR PERMANENT OR NEW SERVICES. 5. PROVIDE REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE. 6. CONSTRUCTION EQUIPMENT: LIFTS, CARTS, EQUIPMENT, BOXES AND SIMILAR ITEMS SHALL BE EQUIPPED WITH RUBBER WHEELS. 7. CUTTING, PATCHING AND REPAIRING: a. SUBCONTRACTORS SHALL LEAVE REQUIRED CHASE, OPENINGS, ETC. IN THEIR WORK TO ACCOMMODATE THE WORK OF OTHER TRADES. OTHER TRADES SHALL PROVIDE DEFINED SIZES AND LOCATIONS FOR SUCH REQUIREMENTS IN AMPLE TIME NOT TO INTERFERE WITH THE PROGRESS OF THE WORK. b. WHENEVER POSSIBLE, SAW CUTTING OF MATERIALS SHALL BE DONE OUTDOORS. OTHER CUTTING REQUIRED SHALL BE DONE AT THE EXPENSE OF THE SUBCONTRACTOR REQUIRING THE SAME WHO SHALL OBTAIN THE APPROVAL OF THE CONTRACTOR FOR THE MODIFICATIONS. c. IF CUTTING, CORING OR DRILLING OF CONCRETE SLABS IS REQUIRED, COORDINATE WITH LANDLORD BEFORE BEGINNING WORK. d. FLOOR SLAB PENETRATIONS: FOR PLUMBING FIXTURES & DRAINS, PROVIDE WATERTIGHT SLEEVES EXTENDING A MINIMUM OF 6 INCHES ABOVE FINISHED FLOOR. e. PATCH/INFILL ALL UNEVEN FLOOR CONDITIONS. FILL CRACKS, DEPRESSIONS, HOLES, VOIDS, ETC. AND REMOVE ALL PROJECTIONS, ELECTRICAL CAPS, BUMPS, ETC. TO PROVIDE A SMOOTH LEVEL FLOOR SUBSTRATE FOR NEW FINISHES, BRING MAJOR FLOOR PREPARATION ISSUES TO THE ATTENTION OF THE OWNER. f. DO NOT CUT OR ALTER ANY PORTION OF THE EXISTING STRUCTURE IN A WAY THAT IT WEAKENS THE STRUCTURE OR ENDANGERS THE BUILDING, OCCUPANTS OR GENERAL PUBLIC. L ANY ALTERATIONS, ADDITIONS, REINFORCEMENTS, DRILLING, WELDING, OR OTHER ATTACHMENT TO LANDLORD'S STRUCTURE TO ACCOMMODATE TENANT'S WORK SHALL NOT BE PERFORMED WITHOUT, IN EACH INSTANCE, CONTRACTOR OBTAINING LANDLORD'S PRIOR WRITTEN APPROVAL. CONTRACTOR SHALL LEAVE LANDLORD'S STRUCTURE AS STRONG OR STRONGER THAN THE ORIGINAL DESIGN AND WITH FINISHES UNIMPAIRED. g. CUT OR ALTERED PARTS SHALL BE RESTORED AND REPAIRED TO THE SATISFACTION OF THE ARCHITECT OR OWNER USING THE SAME QUANTITIES AND QUALITY OF LABOR AND MATERIALS QUALITY STANDARDS SPECIFIED FOR THE WORK, ORIGINALLY. IN CASES WHERE EXISTING MATERIALS ARE ALTERED OR DAMAGED, REPAIR TO LIKE NEW CONDITION TO MATCH THE ORIGINAL CONSTRUCTION. h. FIRE RATED CONSTRUCTION: PROVIDE CONSTRUCTION COMPONENTS REQUIRED TO MAINTAIN FIRE RATED CONSTRUCTION AT PENETRATIONS AND MODIFIED EXISTING ELEMENTS WITHIN THE WORK. I. WORK THAT IS DEFECTIVE IN CONSTRUCTION OR QUALITY, OR THAT IS DEFECTIVE IN REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL NOT BE ACCEPTABLE, DESPITE ARCHITECT'S OR OWNER'S FAILURE TO DETECT SAID DEFICIENCY. DEFECTIVE WORK REVEALED DURING THE WARRANTY PERIOD SHALL BE REPLACED BY WORK COMPLYING WITH THE INTENT OF THE CONTRACT DOCUMENTS. NO PAYMENT, PARTIAL OR FINAL, SHALL BE CONSTRUED AS ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS. j. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL PREPARE A "PUNCHLIST" OF CORRECTIONS AND SHALL PROVIDE THE LIST TO OWNER PRIOR TO FINAL INSPECTION AND ACCEPTANCE. 8. CLEANING: a. EACH SUBCONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIAL AND RUBBISH CAUSED BY THEIR EMPLOYEES AND THEIR WORK ON A DAILY BASIS. AT THE COMPLETION OF THEIR WORK, THEY SHALL REMOVE THEIR RUBBISH, ALL THEIR TOOLS, SCAFFOLDING AND SURPLUS MATERIAL FROM THE JOB SITE. b. CONTRACTOR SHALL DISPOSE OF PACKAGING/SHIPPING MATERIALS FROM CONTRACTOR AND TENANT SUPPLIED ITEMS. OBSERVE AND FOLLOW LOCAL JURISDICTION AND LANDLORD RECYCLING AND WASTE MANAGEMENT REQUIREMENTS: c. AT COMPLETION, CONTRACTOR SHALL EMPLOY A PROFESSIONAL CLEANING SERVICE TO CLEAN THE ENTIRE CONSTRUCTION AREA. ALL SURFACES SHALL BE CLEANED OF PAINT, PLASTER, MORTAR AND OTHER STAINS AND EXCESS MATERIALS. CARE SHALL BE TAKEN THAT NO SURFACES BE MARRED OR SCRATCHED IN CLEANING. FINAL CLEANING SHALL BE INSPECTED AND APPROVED BY THE OWNER WITH EACH SUBCONTRACTOR RESPONSIBLE TO PUT THEIR OWN WORK IN A CLEAN CONDITION. d. FINAL CLEANING SHALL BE PERFORMED NO MORE THAN ONE DAY PRIOR TO MERCHANDISE ARRIVAL. IF STORE CLEANLINESS IS UNSATISFACTORY, OWNER RESERVES THE RIGHT TO EMPLOY CLEANING SERVICE AND DEDUCT COST PLUS 10 PERCENT FROM THE CONTRACT. e. CONTRACTOR IS RESPONSIBLE FOR CLEANUP OF ALL TRADES. 9. CLOSE OUT: a. CLOSE OUT REQUIREMENTS RELATE TO BOTH FINAL COMPLETION OF THE ACTUAL PHYSICAL WORK AND SUBSTANTIAL COMPLETION OF THE WORK. COMPLY WITH THE GENERAL CONDITIONS AND COMPLETE THE FOLLOWING BEFORE REQUESTING INSPECTION OF THE WORK OR DESIGNATED PORTION THEREOF FOR SUBSTANTIAL COMPLETION. I. SUBMIT INSTRUCTION HANDBOOKS & PAPERWORK, INCLUDING PACKING SLIPS & BILLS OF LADING, FOR CONTRACTOR AND OWNER FURNISHED MATERIALS AND EQUIPMENT, IN A MARKED ENVELOPE. ii. SUBMIT EXECUTED WARRANTIES, WORKMANSHIP BONDS, MAINTENANCE AGREEMENTS, INSPECTION CERTIFICATION AND SIMILAR REQUIRED DOCUMENTATION FOR SPECIFIC UNITS OR WORK, ENABLING OWNER'S UNRESTRICTED OCCUPANCY AND USE. iii. SUBMIT RECORD DOCUMENTATION (INCLUDING ONE SET OF AS -BUILT RECORD CONSTRUCTION DOCUMENTS). FINALIZE CHANGES ON CONSTRUCTION DOCUMENTS AND MARK ALL APPROVED LANDLORD, BUILDING DEPARTMENT, FIRE MARSHAL AND OWNER CHANGES ON THE DOCUMENTS USING A CLOUD PROCEDURE THAT CLEARLY DISTINGUISHES THE CHANGES FROM THE ORIGINAL WORK. FORWARD RECORD DOCUMENTS TO BOTH THE ARCHITECT AND OWNER. iv. SUBMIT MAINTENANCE MANUALS, TOOLS, SPARE PARTS, KEYS AND SIMILAR ITEMS. v. SUBMIT COPY OF FINAL CERTIFICATE OF OCCUPANCY TO OWNER. PROVIDE ORIGINAL CERTIFICATE OF OCCUPANCY TO STORE MANAGER. vi. COMPLETE INSTRUCTION OF OWNER'S OPERATING PERSONNEL AND START-UP OF SYSTEMS. vii. COMPLETE FINAL CLEANING AND REMOVE TEMPORARY FACILITIES, TOOLS AND CONTROLS. DIVISION 2 - SITE WORK 02060 BUILDING DEMOLITION PART 1 - GENERAL A. SELECTIVE DEMOLITION 1. THIS SECTION IS INCLUDED FOR GENERAL REFERENCE OF WORK TO BE REMOVED BY THE CONTRACTOR. 2. CONSULT DEMOLITION PLANS INCLUDED WITH PROJECT DOCUMENTS FOR ADDITIONAL NOTES AND SITE SPECIFIC ITEMS. 3. DEMOLITION INCLUDES REMOVAL OF THE EXISTING INTERIORS, IF REQUIRED, BUT NOT LIMITED TO INTERIOR PARTITIONS, CABINETS, SUSPENDED CEILING TILE, ELECTRICAL, MECHANICAL, ETC., AS REQUIRED, AS SHOWN OR AS DIRECTED. 4. LEGALLY DISPOSE OF DEMOLISHED ITEMS IN COORDINATION AND COMPLIANCE WITH LANDLORD PROCEDURES AND REGULATIONS. OBSERVE AND FOLLOW RECYCLING AND WASTE MANAGEMENT REQUIREMENTS. 5. CLEAN, SERVICE, & PREPARE FOR PROPER RE -USE ITEMS INDICATED AS RELOCATED OR REINSTALLED. 6. CLEAN, SERVICE, PREPARE FOR PROPER CONTINUED RE -USE ITEMS INDICATED AS EXISTING TO REMAIN. 7. COOPERATE &COORDINATE WITH LANDLORD, THE TENANTS OF THE ADJACENT SPACES & THE TENANT, N SCHEDULING WORK IN ORDER TO CAUSE THE LEAST INCONVENIENCE TO PERSONNEL AND PROPERTY. THIS INCLUDES EXCESSIVE NOISE, DUST AND FUMES. PART 2 - PREPARATION / EXECUTION A. REMOVE, REPAIR, RESTORE, AND REPLACE WHERE ANY SUCH WORK IS NECESSARY OR AS INDICATED ON THE DRAWINGS. CUT ALL NECESSARY OPENINGS, AND PATCH/REPAIR/SEAL SAME TO DEGREE NECESSARY TO SATISFY ALL REQUIREMENTS. INSOFAR AS POSSIBLE, ALL PROTRUSIONS, MARKS, CRACKS OR OTHER EVIDENCE OF A DEFICIENT OR DAMAGED CONDITION SHALL BE ELIMINATED, UN -LESS SPECIFICALLY NOTED OTHERWISE. ANY PARTS WHICH ARE SPLIT, CRACKED, CHIPPED, SPALLED, BROKEN, MISSING, OR OUT OF LINE OR ADJUSTMENT, MECHANICALLY OR STRUCTURALLY UNSAFE OR UNSOUND, BENT, TORN OR OTHERWISE DEFICIENT OR DAMAGED IN ANY MANNER, SHALL BE REMOVED, REPLACED, RESTORED OR REPAIRED. NOTIFY LANDLORD'S REPRESENTATIVE, ARCHITECT, AND TENANT IMMEDIATELY OF ANY STRUCTURAL OR SAFETY DEFECTS, NOTIFY TENANT IF THE DEFECT(S) ARE LIMITED TO COSMETIC FINISHES. B. EXERCISE EXTREME CARE DURING DEMOLITION SO AS NOT TO DAMAGE OR DISRUPT ANY UTILITY OR SPRINKLER LINES WHICH MIGHT PASS THROUGH THIS SPACE TO SERVICE OTHER SPACES OR TENANTS. CONTRACTOR WILL BEAR SOLE RESPONSIBILITY OF ANY SUCH DISRUPTION OR DAMAGE AND REPAIRS DUE TO DAMAGE, C. CAP ABANDONED ELECTRICAL AND TELEPHONE CONDUIT, PLUMBING LINES, DRAIN LINES, AND MECHANICAL ITEMS AT SOURCE AND REMOVED IN A MANNER TO MEET LANDLORD AND CODE REQUIREMENTS, UNLESS DIRECTED OTHERWISE, D. CONTRACTOR RESPONSIBILITIES 1. NOTIFY TENANT IMMEDIATELY OF ANY SEVERE DISCREPANCIES OR IRREGULARITIES DISCOVERED DURING DEMOLITION WHICH MIGHT AFFECT THE CURRENT STORE DESIGN. PAY SPECIAL ATTENTION TO CONCEALED ITEMS AND AVAILABLE HEIGHT FOR INTENDED CEILING ELEVATION, MECHANICAL DUCTWORK AND RECESSED LIGHTING. DIMSION 3 - CONCRETE 03505 SELF LEVELING TOPPING PART 1 - GENERAL A. COMPLY W/ MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION & INSTALLATION OF MATERIALS. B. DO NOT INSTALL UNDERLAYMENT UNTIL FLOOR PENETRATIONS & PERIPHERAL WORK ARE COMPLETE. C. CEMENTITIOUS UNDERLAYMENT COMPOUND TO BE FREE FLOWING, SELF -LEVELING, PUMPABLE AND CEMENT -BASED FOR APPLICATIONS FROM ONE INCH THICK TO FEATHERED EDGES. 1. ARDEX ENGINEERED CEMENTS, INC OR EQUAL. PART 2 - PREPARATION / EXECUTION A. PREPARATION: 1. VERIFY THAT SUBSTRATE SURFACES ARE CLEAN, DRY, UNFROZEN, DO NOT CONTAIN PETROLEUM BI-PRODUCTS, OR OTHER COMPOUNDS DETRIMENTAL TO UNDERLAYMENT MATERIAL BOND TO SUBSTRATE. 2. REMOVE SUBSTRATE SURFACE IRREGULARITIES. 3. FILL VOIDS AND DECK JOINTS WITH FILLER. FINISH SMOOTH. 4. VACUUM CLEAN SURFACES. 5. PRIME SUBSTRATE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. EXECUTION: 1. INSTALL UNDERLAYMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. FOLLOW MFR'S INSTRUCTIONS FOR CURING, FIELD TESTING AND PROTECTION OF FINISHED WORK. 03932 CONCRETE REPAIR PART 1 - GENERAL A. THE EXTENT OF CONCRETE REPAIR WORK INCLUDES REMAINING FLOOR AREAS AFTER DEMOLITION PROVIDING A LEVEL FLOOR THROUGHOUT TO RECEIVE FUTURE FINISHES. B. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF ITEMS AND FINISHES BY OTHER TRADES, INCLUDING THOSE ITEMS AND FINISHES PROVIDED AND/OR INSTALLED BY TENANT. C. FLOOR LEVELER CONCRETE (REFER TO SECTION 03503) TO BE INSTALLED AT LOW AREAS, HOLES AND DEPRESSIONS. PATCH CRACKS AND BROKEN CONCRETE WITH FLOOR PATCH TROWELED SMOOTH IN ACCORDANCE W/ MANUFACTURER'S INSTRUCTIONS AND LANDLORD SPECIFICATIONS. PART 2 - PREPARATION / EXECUTION A. CONCRETE REPAIR: 1. DO NOT PROCEED WITH WORK UNTIL VISITING THE SITE AND DETERMINING CONDITIONS TO DECIDE METHODS OF REPAIR. COORDINATE WITH OWNER. 2. REMOVE AND DISPOSE OF EXISTING FLOOR FINISHES WHERE INDICATED ON DEMOLITION PLAN. 3. THOROUGHLY CLEAN FLOOR SLAB REMOVING CONDITIONS THAT WILL AFFECT BOND INCLUDING RESIDUE FROM REMOVAL OF ADHESIVES, UNDERLAYMENTS, STAINS, OILS, ETC. 4. REMOVE HIGH FLOOR LEVELS AND LOOSE CONCRETE. 5. GRIND HIGH SPOTS. 6. ROUGHEN CONCRETE IN AREAS WHERE PATCHING IS REQUIRED, SUCH AS CRACKED, SPALLED, OR HOLES DUE TO REMOVAL OF EXISTING WORK. 7. AT LOCATIONS OF CONSTRUCTION JOINTS IN EXISTING SLAB, CONTINUE JOINTS THROUGH NEW FLOOR IN LEVELING AREA. SAW CUT JOINT OR PLACE 1/16" WIDE METAL BAR IN THE JOINT LOCATION COINCIDING WITH EXISTING. 8. TRENCH ONLY AT SLAB ON GRADE. VERIFY AND GET APPROVAL OF TRENCH OR CORE LOCATIONS W/ THE LANDLORDS REPRESENTATIVE & STRUCTURE PRIOR TO COMPLETING ANY WORK. CORES TO BE SEALED WATERPROOF. SEE SECT. 07100 "DAMPPROOFING AND WATERPROOFING" FOR ADDITIONAL WATERPROOFING INFORMATION. 9. CLEAN AREAS REMOVING ALL WASTE MATERIAL, BROOM CLEAN. DIVISION 4 -MASONRY 04000 BASIC MASONRY MATERIALS AND METHODS PART 1 - GENERAL A. GROUT AND MORTAR TO MATCH MALL CONDITIONS AS REQUIRED. COORDINATE WITH LANDLORD FOR SPECIFICATIONS. B. REINFORCEMENT, ANCHORS, FLASHINGS, & ACCESSORIES TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. C. MASONRY UNITS SIZE, COLOR, AND SPACING TO BE COORDINATED WITH ON -SITE CONDITIONS. PART 2 - PREPARATION / EXECUTION A. VERIFY THAT FIELD CONDITIONS ARE ACCEPTABLE AND ARE READY TO RECEIVE MASONRY. B. PROVIDE TEMPORARY BRACING DURING INSTALLATION OF MASONRY WORK. C. COORDINATE ADDITIONAL INSTALLATION REQUIREMENTS WITH LANDLORD'S CRITERIA AND MEET THE LATEST EDITION OF THE "AMERICAN CONCRETE INSTITUTE". DIVISION 5 - METALS 05400 METAL FRAMING LIGHT GAUGE (COLA -FORMED) METAL FRAMING PART 1- GENERAL A. FURNISH & INSTALL A COMPLETE SYSTEM OF LIGHT GAUGE FRAMING MEMBERS FOR INTERIOR WALL PARTITIONS AND CEILING SUSPENSION COMPONENTS. 1. SYSTEM TO INCLUDE ALL TOP AND BOTTOM RUNNERS, BRACES, CLIP ANGLES, ACCESSORIES, FASTENERS, ETC. FOR EACH TYPE OF FRAMING AS SHOWN ON DRAWINGS. a. INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION NSTRUCTIONS AND RECOMMENDATIONS. B. QUALITY ASSURANCE - DESIGN AND ANALYSIS OF STRUCTURAL PROPERTIES SHALL COMPLY WITH AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STRUCTURAL STEEL MEMBERS, C. MATERIALS: 1. METAL STUDS: AISI "C" TYPE STRUCTURAL STUDS SIZES, GAUGES AND SPACINGS SHOWN OR REQUIRED IF NOT SHOWN WITH 1-5/8" (41MM) MINIMUM FLANGE WIDTH, 1/2" (13MM) MINIMUM RETURNS AND PRE- PUNCHED HOLES FOR UTILITY INSTALLATION. a. 18-22 GAUGE (0.05" / 1.2MM - 0.03" / 0.8MM): ASTM A446/A446M GRADE A; MINIMUM YIELD STRESS OF 33 KSI (228 MPA). b. 12-16 GAUGE (0.11"/2.7MM - 0.06"/1.5MM): ASTM A446/A446M GRADE A; MINIMUM YIELD STRESS OF 40 KSI (276 MPA). 2. FURRING: 25 GAUGE, HAT -SHAPED. 3. "Z" FURRING: 25 GAUGE, 2" WIDE. 4. TRACK: ASTM A446/A446M GRADE A; MINIMUM YIELD STRESS OF 33 KSI (228 MPA); FORMED STEEL: CHANNEL SHAPED; SAME WIDTH AND GAUGE AS ADJACENT STUDS, EXCEPTION: TOP AND BOTTOM TRACK (RUNNERS) REQUIRING ATTACHMENT OF METAL PANELS SHALL BE MIN. 14 GAUGE (0.08"/1.9MM). 5. FASTENINGS: a. MANUFACTURER'S RECOMMENDED SELF -DRILLING, SELF -TAPPING SCREWS, BOLTS, NUTS AND WASHERS. NON -CORROSIVE. b. ANCHORAGE DEVICES: POWER ACTUATED FASTENERS, DRILLED EXPANSION BOLTS, OR SCREWS WITH SLEEVES. c. WELDING: COMPLY WITH AWS D1.1 "STRUCTURAL WELDING CODE". D. MANUFACTURERS: 1. MILCOR / DIVISION OF INRYCO, INC. BY BOSTWICK STEEL FRAMING, THE CECO CORP.; ALLIED STRUCTURAL INDUSTRIES; DIETRICH INDUSTRIES OR EQUAL. PART 2 - PREPARATION / EXECUTION A. ATTACH AND JOIN INDICATED COMPONENTS BY WELDING. ATTACH AND JOIN OTHER COMPONENTS BY WELDING, BOLTING, OR SCREW FASTENERS, AS STANDARD WITH THE MANUFACTURER. WIRE TYING OF FRAMING COMPONENTS IS NOT PERMITTED. B. CUT FRAMING TO FIT SQUARELY AGAINST ABUTTING MEMBERS. HOLD MEMBERS SECURELY IN POSITION UNTIL PROPERLY FASTENED. C. SAW CUT FIELD FRAMING, IF REQUIRED. D. COORDINATE METAL FRAMING POSITIONING WITH TRADES FURNISHING ITEMS WHICH ATTACH TO BUILT-IN MEMBERS. E. INSTALL DIAGONAL OR LATERAL BRACING AS REQUIRED. F. INSTALL CONTINUOUS RUNNER TRACKS SIZED TO MATCH STUDS. ALIGN TRACKS ACCURATELY TO THE LAYOUT AT BASE & TOPS OF STUDS. SECURE TRACKS AS RECOMMENDED BY STUD MANUFACTURER FOR THE TYPE OF CONSTRUCTION INDICATED. DO NOT EXCEED 24" O.C. SPACING FOR POWER DRIVEN FASTENERS, NOR 16" ON CENTER FOR OTHER TYPES OF ANCHORAGE. PROVIDE FASTENERS AT CORNERS AND ENDS OF RUNNER TRACK. G. SET STUDS PLUMB, SPACED AS INDICATED, WHEN NOT INDICATED, AT MAXIMUM 16" ON CENTER. ALIGN AND SECURE STUDS TO TOP AND BOTTOM RUNNER TRACKS BY EITHER WELDING OR SCREW FASTENING AT BOTH INSIDE AND OUTSIDE FLANGES. 1. CONSTRUCT CORNERS USING MINIMUM THREE STUDS. DOUBLE STUDS AT WALL OPENINGS. INSTALL JACK STUDS ABOVE AND BELOW OPENINGS, SPACED TO MATCH WALL STUD SPACING. 2. INSTALL SUPPLEMENTARY FRAMING, BLOCKING, & BRACING IN METAL FRAMING SYSTEMS TO SUPPORT GRAB BARS, FIXTURES, EQUIPMENT, CASEWORK, HARDWARE, TRIM, AND SIMILAR WORK REQUIRING ATTACHMENT TO WALL FRAMING. 3. PROVIDE ONE PIECE FULL LENGTH STUDS. SPLICING IS NOT PERMITTED. Gtt`t . 0 i- Y l.;1%ra :1..: `, a I ., . 2 v Lij�J PF-:i=`,:-FT CE NTER W,z,�"` BRUCE M. CARLSON architecture • planning • interiordesign BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: MINDY KRESA torrid@cmarch.com 5722 CONSULTANTS: MEP ENGINEER DUNHAM ASSOCIATES, INC. 50 S. 6TH ST, SUITE 1100 MINNEAPOLIS, MN 55402 (612) 465-7550 REGI ERED t6449 I T M. CARLSONWASHINGTOI V BRUCE M. CARLSON, ARCHITECT 04/25/19 DATE ISSUED 0005449 REG. NO. TORAD PARKWAY SUPER CENTER 17580 SOUTHCENTER PKWY TUKWILA, WA 98188 SPACE #21 STRIP �WtE `�_q DED MPLI <l'i' APPf3OVED JUr� o� '��s City Of Tukwila BU1LD1MG DIVISION SHEET TITLE: SPECIFICATIONS REVISIONS LOG ORIGINAL ISSUE: 04/25/19 NO: DATE: BY: PROJECT NO: 19127.005 DRAWN BY: ABS 1 4_ I COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2019 09 0 05500 MISCELLANEOUS METALS PART 1 - GENERAL A. COMPLY WITH MANUFACTURER'S RECOMMENDATION FOR PREPARATION & INSTALLATION OF METALS. B. ASSEMBLE ITEMS IN LARGEST PRACTICAL SECTIONS FOR INSTALLATION. a PART 2 - PREPARATION / EXECUTION I N A. INSTALL HEAVY GAUGE METAL STRAPPING/BLOCKING AS DETAILED IN DRAWINGS OR AS REQUIRED FOR ADDITIONAL SUPPORT. `o 3 DIVISION 6 - WOODS AND PLASTICS a 06067 HIGH PRESSURE DECORATIVE LAMINATES PART 1 - GENERAL A. INSTALL HIGH PRESSURE DECORATIVE LAMINATES AS SPECIFIED IN FINISH SCHEDULE AND AS DETAILED IN DRAWINGS. 6 0- 0 0 N rn 0 0 N 59 PART 2 - PREPARATION / EXECUTION A. FOLLOW MANUFACTURERS GUIDELINES AND RECOMMENDATIONS FOR ADHESIVE AND SUBSTRATE PREPARATION. B. SEE MILLWORK SECTION FOR TYPICAL NOTES AND REFERENCES. 06114 WOOD BLOCKING AND CURBING PART 1- GENERAL A. PROVIDE WOOD FURRING, BLOCKING, GROUNDS AND IN -WALL BLOCKING FOR SUPPORT OF GRAB BARS, FIXTURES, EQUIPMENT, CASEWORK, HARDWARE, TRIM AND SIMILAR WORK. 1. BLOCKING AND GROUNDS AT STOREFRONT GLAZING, LOCATIONS AT WEATHER AREAS, AND IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED, 2. USE NON-COMBUSTIBLE FIRE RETARDANT TREATED (F.R.T.) WOOD ELSEWHERE AS REQUIRED BY STATE & LOCAL CODES, INCLUDING ANY WOOD STUDS, BLOCKING, FURRING, PLYWOOD, TRIM, AND GROUNDS. NEW LUMBER TO BEAR GRADE & TREATMENT OF ASSOC. UNDER WHICH IT WAS PRODUCED. B. PERFORMANCE REQUIREMENTS: 1. MOISTURE CONTENT: AFTER TREATMENT, THE MAXIMUM MOISTURE CONTENT OF WOOD MATERIALS SHALL NOT EXCEED THE FOLLOWING: a. LUMBER, 2 INCHES AND LESS IN THICKNESS: 19 PERCENT. b. PLYWOOD: 15 PERCENT. 2. FLAME SPREAD: FIRE RETARDANT TREATED MATERIALS TO HAVE FLAME SPREAD RATING OF 25 OR LESS IN A 30 MINUTE TEST WITH NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION, ASTM E 84, ADDITIONALLY, FLAME FRONT NOT TO PROGRESS MORE THAN 10 1/2 FEET BEYOND CENTER LINE OF BURNER AT ANY TIME. 3. SMOKE DEVELOPED: INTERIOR FINISH & TRIM MATERIALS, WHERE SPECIFIED, TO HAVE FIRE RETARDANT TREATMENT CONFORMING TO ABOVE REQUIREMENTS FOR "FLAME SPREAD" PLUS SMOKE DEVELOPED RATING OF 25 OR LESS, ASTM E 84. EACH PIECE OF WOOD SHALL BEAR THE UL LABEL INDICATING TREATMENT (U.L. RATING OF RF-3). 4. CERTIFICATES: FURNISH AFFIDAVIT IF REQUIRED BY CODE OFFICIAL STATING THAT MATERIALS HAVE BEEN TREATED IN ACCORDANCE W/ SPECIFICATIONS & THAT MOISTURE CONTENT, AFTER TREATMENT, DOES NOT EXCEED SPECIFIED LIMITS; INCLUDE CHEMICAL USED AND RETENTION OBTAINED FOR PRESSURE TREATED MATERIAL. INCLUDE THE "QUALITY MARK" OF ASSOCIATION HAVING JURISDICTION OVER THE TREATMENT. 5. DELIVER TREATED MATERIALS BUNDLED AND MARKED TO IDENTIFY TREATMENT. 6. STORE TREATED MATERIALS FOR EASY IDENTIFICATION AND PROTECT FROM MOISTURE; PROVIDE WELL -VENTILATED DRY STORAGE. 7. HANDLE TREATED MATERIALS IN ACCORDANCE W/ AWPA STANDARDS. IN ADDITION TO MATERIAL USED IN TREATMENT, FURNISH ADDITIONAL MATERIAL FOR FIELD TREATMENT OF CUTS, 8. FIELD CUTS AND HOLES: FIELD -TREAT IN ACCORDANCE WITH AWPA M-4. a. TELEPHONE AND ELECTRICAL PANEL BACK BOARDS: 3/4" FIRE RETARDANT TREATED PLYWOOD. PART 2 - PREPARATION / EXECUTION A. SET MEMBERS LEVEL AND PLUMB, IN CORRECT POSITION. B. INSTALL TELEPHONE AND ELECTRICAL PANEL BACK BOARDS WITH PLYWOOD MATERIALS WHERE REQUIRED. SIZE THE BACK BOARD BY 12 INCHES BEYOND SIZE OF ELECTRICAL PANEL. C. NEW FRAMING AT STOREFRONT AND ABOVE CEILING SHALL BE NON-COMBUSTIBLE. 06220 MILLWORK AND FINISH CARPENTRY PART 1 - GENERAL A. FURNISH AND INSTALL FINISHED TRIM, CABINETRY, COUNTERS, DOORS, SHELVES, BASE AND ALL FINISH ITEMS SUCH AS LAMINATES AND FINISH DOOR HARDWARE, AS INDICATED AND DETAILED ON DRAWINGS. B. SEE DRAWINGS AND RESPONSIBILITY SCHEDULE FOR DETAILS, SIZES, DIMENSIONS C. PROVIDE SHOP DRAWINGS OF FACTORY FABRICATED ITEMS. D. FOLLOW AN (ARCHITECTURAL WOODWORK INSTITUTE) ARCHITECTURAL WOODWORK QUALITY STANDARDS. E. MATERIALS: 1. FINISHED WOOD ON CABINETRY: CUSTOM GRADE, LUMBER AND VENEER PLYWOOD, FACTORY PREFINISH, COLOR TO BE SELECTED STAIN AND CLEAR COAT HEAVY DUTY POLYURETHANE. 2. SUBSTRATE FOR PLASTIC LAMINATE FACED COMPONENTS: MEDIUM DENSITY FIBER BOARD (MDF). PART 2 - PREPARATION / EXECUTION A. DO NOT DELIVER OR INSTALL ITEMS UNTIL BUILDING AND ROOMSRECEIVING SUCH ARE COMPLETED AND THOROUGHLY DRY AND FREE OF EXCESSIVE MOISTURE. B. MILLWORK AND CABINETRY MAY BE SHOP OR FIELD ASSEMBLED AT CONTRACTORS OPTION. C. INSTALL ITEMS IN A RIGID, STRAIGHT, PLUMB, LEVEL MANNER ACCURATELY FITTED AND SCRIBED TO ABUTTING SURFACES. D. COUNTERSINK NAILS AND SCREW HEADS AND FILL AND SAND SMOOTH. E. CUTTING AND REPAIRING WORK FOR ACCOMMODATION OF WORK BY OTHERS SHALL BE DONE AS PART OF MILLWORK RESPONSIBILITY. F. FINISH WOODWORK SHALL BE DRESSED AND SANDED, FREE FROM MACHINE AND TOOL MARKS, RAISED GRAIN OR OTHER DEFECTS. G. PROTECT FINISHED WORK UNTIL ACCEPTANCE BY TENANT. 06251 SLOTTED DISPLAY PANELING PART 1 - GENERAL A. PREFINISHED MDF PANELS WITH GROOVES FOR DISPLAY. REFERENCE FINISH SCHEDULE IN DRAWINGS. B. STORE PANELS IN COOL DRY ENVIRONMENT. C. ALLOW PANELS TO ACCLIMATIZE TO ROOM CONDITIONS FOR AT LEASE 48 HOURS PRIOR TO INSTALLATION. PART 2 - PREPARATION / EXECUTION A. PREPARE SURFACES USING THE METHODS RECOMMENDED BY THE MANUFACTURER. B. PROTECT EXISTING SURFACES FROM DAMAGE DUE TO INSTALLATION. [� a��IEil�7�/ll�yN��77�5+IPL 06605 FIBERGLASS REINFORCED PLASTIC PANELS PART 1 - GENERAL A. CONTRACTOR TO PROVIDE PANELS, MOLDINGS, ADHESIVE, AND JOINT SEALERS. B. MANUFACTURER: MARLITE (330) 343-6621, KEMLITE (800) 435-0080, OR EQUAL. PART 2 - PREPARATION / EXECUTION A. PREPARE SURFACES USING THE METHODS RECOMMENDED BY THE MANUFACTURER. B. INSTALL PANELS AS INDICATED IN DRAWINGS AND PER MANUFACTURER'S INSTRUCTIONS. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07200 THERMAL PROTECTION PART 1 - GENERAL A. REFER TO DRAWINGS FOR LOCATION OF EXPOSED PIPING. PART 2 - PREPARATION / EXECUTION A. INSTALL PER DRAWING DETAILS, MANUFACTURER'S INSTRUCTIONS AND AS PER REQUIRED CODES. 07210 BOARD AND BATT INSULA11ON PART 1 - GENERAL A. BATT INSULATION IN EXTERIOR AND INTERIOR WALL, CEILING AND ROOF CONSTRUCTION. B. SEQUENCE WORK TO ENSURE FIREPROOFING AND FIRESTOP MATERIALS ARE IN PLACE BEFORE BEGINNING WORK OF THIS SECTION. C. BOARD INSULATION: POLYISOCYANURATE RIGID CELLULAR FOAM, COMPLYING WITH ASTM C 1289, AND WITH THE FOLLOWING CHARACTERISTICS: 1. FACING: REFLECTIVE FOIL ONE FACE AND FOIL FACE TAPE FOR SEALING SEAMS. 2. BOARD SIZE: TIGHT BETWEEN FURRING. 3. BOARD THICKNESS: 2 INCH. 4. BOARD EDGES: SQUARE D. VAPOR BARRIER: 6 MIL VIRGIN POLYETHYLENE PER CODE. E. MOISTURE BARRIER: 15# ASPHALT IMPREGNATED BUILDING PAPER PER CODE. 07900 JOINT SEALERS / CAULKING PART 1 - GENERAL A. PROVIDE EXPANSION JOINT MATERIAL, SEALANTS AND JOINT BACKING FOR JOINTS BETWEEN DISSIMILAR MATERIALS. 1. SILICONE SEALANTS (TYPE S): ASTM C920, SINGLE COMPONENT, NON -SAGGING, NON -STAINING, NON -BLEEDING; FOR USE AS GENERAL CAULKING, COLOR TO MATCH ADJACENT SURFACES. MANUFACTURER BY GE SILICONES OR EQUAL. 2. JOINT BACKING: ROUND, OPEN CELL POLYETHYLENE FOAM ROD. 3. FIRE CAULK: MANUFACTURED BY 3M OR EQUAL. PART 2 - PREPARATION / EXECUTION A. REMOVE LOOSE MATERIALS AND FOREIGN MATTER WHICH MIGHT IMPAIR ADHESION OF SEALANT. B. CLEAN AND PRIME JOINTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. C. PROTECT ELEMENTS SURROUNDING THE WORK OF THIS SECTION FROM DAMAGE OR DISFIGURATION. D. INSTALL SEALANT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, E. INSTALL JOINT BACKING. F. APPLY SEALANT WITHIN RECOMMENDED APPLICATION TEMPERATURE RANGES. CONSULT MANUFACTURER WHEN SEALANT CANNOT BE APPLIED WITHIN THESE TEMPERATURE RANGES. G. INSTALL FIRE CAULK AT PENETRATIONS OF FIRE RATED PARTITIONS AND FLOORS, IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND UL DESIGNS. DIVISION 8 - DOORS AND WINDOWS 08100 METAL FRAMES PART 1 - GENERAL A. INSTALL ALL FRAMES, HARDWARE & RELATED PARTS AND MATERIALS AS INDICATED ON DRAWINGS AND RESPONSIBILITY SCHEDULE. B. LABELED FRAMES: WHERE REQUIRED, PROVIDE U.L. LABEL FRAMES PER APPLICABLE STATE AND LOCAL BUILDING CODES. SUCH TO RECEIVE LABELS ATTACHED STATING RATINGS. 1. DO NOT PAINT OR OBSCURE LABELS. C. FABRICATE AND ERECT TRUE, PLUMB AND SQUARE AS SPECIFIED AND AS DETAILED AND PER MANUFACTURER'S RECOMMENDATIONS. D. METAL FRAMES FOR INSTALLATION AT DRYWALL AND METAL STUD PARTITIONS, CMU WALLS, ETC. 1. FRAMES - 2" FRONT FACE - TIMELY 'C' SERIES K/D 18 GA STL WITH CONTINUOUSLY WELDED CORNERS AND EMBOSSED FOR 1 1/2 PR BUTTS. SURFACES TO BE PHOSPHATIZED & RECEIVE (1) COAT BAKED ON PRIMER READY TO RECEIVE PAINT. a. PROVIDE 8 GA. REINFORCEMENT AT HINGES AND 14 GA. REINFORCEMENT AT LOCK AND CLOSERS. b. INSTALL ADJUSTABLE JAMB ANCHOR 4" DOWN FROM HEAD & WELDED -IN BASE ANCHOR AT EACH JAMB. 2. GALVANIZED FRAMES AT EXTERIOR LOCATIONS. PART 2 - PREPARATION /EXECUTION A. INSTALL FRAMES IN ACCORDANCE WITH SDI-100. B. COORDINATE WITH WALL CONSTRUCTION FOR ANCHOR PLACEMENT. C. COORDINATE FINISHES AND INSTALLATION OF FRAMES WITH INSTALLATION OF DOORS & HARDWARE AS SPECIFIED IN DOOR SCHEDULE AND ON DRAWINGS. 1. FOLLOW DOOR HARDWARE INSTITUTE (DHI) GUIDELINES. 08110 METAL DOORS PART 1 - GENERAL A. DOORS SHALL NOT BE LIGHTER THAN 18 GAUGE FLUSH CONSTRUCTION, WITH INTERNAL STIFFENERS WELDED IN AT NOT OVER 8" OC AND WITH CONTINUOUS CHANNEL STIFFENERS WELDED TO FACE PLATES AT TOP AND BOTTOM. B. ALL DOORS SHALL BE PROVIDED WITH 10 GAUGE STEEL HINGE REINFORCEMENT & AN INTEGRAL LOCK BOX OF 16 GAUGE STEEL, ALL SECURELY WELDED INTO THE STILE. HINGE & LOCK REINFORCEMENTS SHALL BE DRILLED & TAPPED TO RECEIVE FINISHED HARDWARE, WHICH WILL BE APPLIED IN THE FIELD. C. DOORS SHALL BE REINFORCED FOR SURFACE APPLIED HARDWARE WITH A MINIMUM OF 16 GAUGE STEEL. DRILLING AND TAPPING FOR SURFACE APPLIED HARDWARE WILL BE DONE IN THE FIELD. D. ALL DOORS SHALL HAVE SOUND DEADENING MINERAL FIBER FILLER IN ALL VOIDS WITHIN DOORS. E. THE DOORS SHALL BE PREPARED FOR VARIOUS TYPES OF HARDWARE USING TEMPLATE PROVIDED BY THE HARDWARE SUPPLIER. F. GALVANIZED FINISH FOR EXTERIOR USE, DOORS TO BE THERMAL AND FIRE PROTECTED AS REQUIRED PER CODE. PART 2 - PREPARATION / EXECUTION A. VERIFY THAT OPENING SIZES AND TOLERANCES ARE ACCEPTABLE. B. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFIED DOOR GRADE STANDARD AND THE "NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS". C. SEE DRAWINGS FOR FINISH. 08211 FLUSH WOOD DOORS PART 1 - GENERAL A. SOLID CORE FLUSH WOOD DOORS. 1. 1-3/4 INCH THICK, ARCHITECTURAL WOODWORK INSTITUTE STANDARDS ILLUSTRATED (AWI), SECTION 1300, PREMIUM GRADE, 5-PLY BY WEYERHAUSER WOOD DOORS OR EQUAL. 2. HARDWOOD FACED 3. FINISH: SEE DRAWINGS. PART 2 - PREPARATION / EXECUTION A. PREPARE FOR HARDWARE. B. INSTALL DOORS IN ACCORDANCE W/ MANUFACTURER'S INSTRUCTIONS & SPECIFIED QUALITY STANDARDS. C. ADJUST DOORS FOR SMOOTH AND BALANCED MOVEMENT. 08400 ALUMINUM ENTRANCES AND STOREFRONTS PART 1 - GENERAL A. GLAZING 1. REFERENCE SECTION 08800 GLAZING, FOR INFILL INTO GLAZING FRAME. B. ALUMINUM GLAZING FRAME. 1. HEAD AND BASE SIZES AS PER PLANS AND DETAILS FOR INFILL WITH 1" CLEAR TEMPERED INSULATED GLASS (SEE PARAGRAPH 3 OF THIS SECTION). 2. PROVIDE AND INSTALL ALL INTERNAL SUPPORT FRAMING, RELATED FLASHINGS, ANCHORAGE AND ATTACHMENT DEVICES. 3. FINISH: SEE DRAWINGS. 4. MANUFACTURERS: A.P.I. - GLASWALL / STYLMARK - WALLMAKER OR EQUAL. 5. INTERIOR MALL STOREFRONTS: PREFERRED VENDOR STYLMARK FINISH CODE #110. CONTACT NUMBER 763-568-0109. C. THIS SECTION INCLUDES ALL ALUMINUM/GLASS DOORS, DOOR HARDWARE SPECIFICALLY SUPPLIED BY DOOR MANUFACTURER, GLAZING FRAMES COMPLETE WITH ACCESSORIES AND GLASS AS DETAILED ON THE DRAWINGS AND RESPONSIBILITY SCHEDULE. 1. ALUMINUM/TEMPERED GLASS ENTRANCE DOORS SHALL BE SINGLE ACTING WITH 1" CLEAR TEMPERED INSULATED GLASS INFILL SET WITH MECHANICAL GASKETS. a. HARDWARE - TO INSURE SINGLE SOURCE RESPONSIBILITY, HARDWARE SHALL BE PROVIDED AND INSTALLED BY THE DOOR SUPPLIER / INSTALLER IN ACCORDANCE WITH THE DRAWINGS. b. MANUFACTURERS: A.P.I. / OLDCASTLE OR APPROVED EQUAL. c. FINISH: I. HARDWARE - PER DOOR SCHEDULE PART 2 - PREPARATION / EXECUTION A. VERIFY DIMENSIONS, TOLERANCES AND ATTACHMENTS AND SHIMS TO PERMIT SUFFICIENT ADJUSTMENTS TO ACCOMMODATE IRREGULARITIES. B. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND PROCEDURES. C. ALL JOINTS BETWEEN FRAMING AND BUILDING STRUCTURE SHALL BE SEALED TO PROVIDE WATERTIGHT INSTALLATION. D. INSTALL SEALANT AND BACKING MATERIALS AT PERIMETER OF FRAME. 08710 DOOR HARDWARE PART 1 - GENERAL A. FURNISH AND INSTALL FINISH HARDWARE FOR DOORS. B. SEE DRAWINGS FOR SPECIFIC ITEMS, MANUFACTURERS AND MODEL NUMBERS. ALL DOOR HARDWARE W/ LEVER HANDLES TO BE SCHLAGE, RHODES, OR EQUAL. C. FOLLOW DHI (DOOR AND HARDWARE INSTITUTE) STANDARDS AND GUIDELINES AND AN (AMERICAN WOODWORK INSTITUTE) STANDARDS FOR HARDWARE INSTALLED ON WOOD DOORS. D. FURNISH OWNER WITH MAINTENANCE DATA, MAINTENANCE PROCEDURES, MANUFACTURERS WARRANTIES AND SPECIAL TOOLS. E. FINISHES: COMMERCIAL GRADE SATIN #626, UNLESS OTHERWISE NOTED ON PLANS AND SCHEDULES. F. KEYING 1. CONTRACTOR TO COORDINATE KEYING AND MASTER KEYING WITH OWNER. 2. INSTALL CONSTRUCTION CORES DURING CONSTRUCTION AND REPLACE WITH PERMANENT AT END OF JOB PRIOR TO TURN -OVER. G. SEE SECTION 08400 ON ALUMINUM ENTRANCES, FOR HARDWARE SPECIFIC TO THOSE DOORS. PART 2 - PREPARATION / EXECUTION A. COORDINATE THE WORK WITH OTHER DIRECTLY AFFECTED SECTIONS INVOLVING MANUFACTURE OR FABRICATION OF INTERNAL REINFORCEMENT FOR DOOR HARDWARE AND RECESSED ITEMS. B. VERIFY THAT DOORS & FRAMES ARE READY TO RECEIVE WORK AND DIMENSIONS ARE AS INDICATED. C. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. D. USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER. E. ADJUST HARDWARE FOR SMOOTH AND PROPER OPERATION. F. COORDINATE WORK WITH ELECTRICAL FOR ELECTRIC HARDWARE COMPONENTS 08800 GLAZING PART 1 - GENERAL A. FURNISH AND INSTALL A COMPLETE SYSTEM OF GLASS, GLAZING CHANNELS, SEALANT, SETTING BLOCKS AND ACCESSORIES AS SHOWN & DETAILED ON THE DRAWINGS & RESPONSIBILITY SCHEDULE. B. SEE PLANS AND ELEVATIONS FOR SIZE AND NUMBER OF PANES. C. FOLLOW RECOMMENDATIONS FOR INSTALLATION CONTAINED IN THE FGMA (FLOAT GLASS MANUFACTURERS ASSOCIATION) GLAZING AND SEALANT MANUALS AS WELL AS SIGMA (SEALED INSULATED GLASS MANUFACTURER ASSOCIATION) FOR INSULATED GLASS. D. IT IS THE GLAZING CONTRACTORS SOLE RESPONSIBILITY TO VERIFY THAT THE GLASS IS SIZED TO WITHSTAND DEAD LOADS, POSITIVE AND NEGATIVE LIVE LOADS, ACTING NORMAL TO PLANE OF GLASS AS CALCULATED IN ACCORDANCE WITH LOCAL AND STATE CODES. E. CONFORM TO CODE REQUIREMENTS FOR SAFETY GLAZING. F. MATERIAL FOR EXTERIOR STOREFRONT GLASS: 1. CLEAR GLASS - ASTM C1048, FT -FULLY TEMP., QUALITY- GLAZING SELECT. 2. THICKNESS AS SHOWN ON DRAWINGS. 3. EACH INDIVIDUAL PANE TO RECEIVE TEMPERED STAMP INDICATING SUCH. PART 2 - PREPARATION / EXECUTION A. VERIFY THAT OPENINGS FOR GLAZING ARE CORRECTLY SIZED AND WITHIN TOLERANCE. B. CUT GLASS PANES TO ACCURATE SIZES ALLOWING FOR EDGE CLEARANCES AND TOLERANCES. C. REMOVE GLAZING MATERIALS FROM FINISH SURFACES. D. REMOVE LABELS AFTER WORK IS COMPLETE. E. CLEAN GLASS AND ADJACENT SURFACES. F. INSTALL SEALANTS RECOMMENDED BY MANUFACTURER WHICH ARE COMPATIBLE WITH MATERIALS THEY WILL BE IN CONTACT WITH. 08835 MIRRORS PART 1 - GENERAL A. FURNISH AND INSTALL CUSTOM FITTED MIRRORS INCLUDING MASTIC AND ATTACHMENT CLIPS AS SIZED AND DETAILED IN DRAWINGS AND RESPONSIBILITY SCHEDULE. B. CONSULT NAMM (NATIONAL ASSOCIATION OF MIRROR MANUFACTURING) FOR TIPS FOR CARE AND HANDLING OF MIRRORS. C. PRODUCT: 1. CLEAR FLOAT TYPE WITH COPPER/SILVER COATING. UNLESS NOTED OTHERWISE, ALL EDGES SHALL BE POLISHED. D. MIRROR ADHESIVE: CHEMICALLY COMPATIBLE WITH MIRROR COATING AND WALL SUBSTRATE. PART 2 - PREPARATION / EXECUTION A. VERIFY AREAS RECEIVING MIRRORS ARE WITHIN TOLERANCES AND ARE READY TO RECEIVE MATERIAL. B. PLACE PLUMB AND LEVEL WITHOUT VISIBLE DISTORTION. C. STORE, PROTECT, AND INSTALL MIRRORS IN ACCORDANCE WITH NAMM. D. SET MIRRORS WITH EDGE CLEARANCE FREE OF SURROUNDING CONSTRUCTION INCLUDING COUNTERTOPS OR BACKSPLASHES. E. REMOVE LABELS AFTER WORK IS COMPLETE. F. CLEAN MIRRORS AND ADJACENT SURFACES. DIVISION 9 - FINISHES 09260 GYPSUM BOARD SYSTEMS PART 1 - GENERAL A. FURNISH AND INSTALL ALL GYPSUM DRYWALL & SYSTEMS COMPLETE WITH PARTITION FRAMING, CEILING SUSPENSION SYSTEMS AND RELATED ACCESSORIES, PARTS, MATERIALS, ETC. AS SHOWN ON DRAWINGS AND AS SPECIFIED. INSTALL ALL MATERIALS PER MANUFACTURERS SPECIFICATIONS '& RECOMMENDATIONS. B. GYPSUM DRYWALL: 5/8" TYPE "X" UNLESS OTHERWISE NOTED. C. FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE PER MANUFACTURERS RECOMMENDATIONS. D. PROVIDE MATERIALS, JOINT COMPOUNDS, TRIM, EDGES, BEADS, ETC. FROM A SINGLE SOURCE SUPPLIER. ALL TRIM SHALL CONSIST OF A TAPERED, GROOVED AND PREPUNCHED FIN FOR SCREW ATTACHMENT AND TO ACCEPT BONDING AGENT. ALL BUTT JOINTS ARE TO BE NEAT WITH TIGHT JOINTS, AND ALL CORNERS ARE TO BE MITERED. ALL EDGES, BEADS AND TRIM TO BE PRE -FINISH ALUMINUM. E. ACCESS PANELS: 1, PROVIDE ACCESS PANELS AS REQUIRED BY LANDLORD AND SITE CONDITIONS (COORDINATE SIZE REQUIREMENTS, NUMBER OF PANELS REQUIRED AND LOCATIONS WITH LANDLORD AND ALL MECHANICAL TRADES). 2. ACCESS PANELS SHALL BE FLUSH TYPE (NO EXPOSED FLANGES) AS MANUFACTURED BY: BAR -CO (334) 347-9516, OR EQUAL (SIZE AS REQUIRED). a. FOR NON -RATED CONDITIONS USE: "BAR-300". b. FOR RATED CONDITIONS USE: "FIB-1". 3. PANELS TO BE FACTORY PRIMED (WHITE) READY TO RECEIVE FINAL FINISH (PAINT) BY CONTRACTOR. METAL STUDS: SIZE ACCORDING TO CONSTRUCTION DOCUMENTS x 20 GAUGE STEEL AT 16" OC TRACKS TO BE ANCHORED BY MEDIUM POWER ACTUATED FASTENERS AT 24" OC. PART 2 - PREPARATION / EXECUTION A. JOINT TREATMENT: U.S. GYPSUM OR GOLD BOND SYSTEM OF COMPOUNDS AND PERFORATED TAPE. 1. ERECT GBD IN A SINGLE LAYER IN THE MOST ECONOMICAL DIRECTION WITH ENDS AND EDGES OCCURRING OVER FIRM BEARING. 2. WALLS, CEILINGS AND SOFFITS, AND ALL TRANSITIONS IN SAME, SHALL BE GIVEN A SMOOTH FINISH. 3. CORNER BEADS SHALL BE APPLIED TO ALL EXTERNAL ANGLES IN STRICT ACCORDANCE WITH THE MANUFACTURERS DIRECTIONS. INSTALL CASING BEADS AT ALL EDGES OF DRYWALL WORK EXCEPT WHERE TERMINATION IS COVERED BY OTHER FINISH. CASING BEADS SHALL BE MITERED AT CORNERS AND INSTALLED NEATLY, FINISHED WITH COMPOUND. 4. JOINTS BETWEEN BOARDS SHALL BE REINFORCED WITH TAPE EXCEPT WHERE CONTROL JOINTS ARE REQUIRED. TAPE FIELD JOINTS, INTERIOR CORNER JOINTS AND WALL TO CEILING JOINTS. FILL JOINTS WITH JOINT FILLING COMPOUND AND EMBED TAPE THEREIN. COVER TAPE WITH BEDDING COMPOUND AND TAPER TO FEATHER EDGES. FILL SCREW HEAD DEPRESSIONS WITH JOINT FILLING COMPOUND AND FEATHER THE EDGES. ALLOW TO DRY. 5. COVER TAPED AND FILLED JOINTS AND FILLED SCREW HEAD DEPRESSIONS WITH TOPPING COMPOUND APPLIED IN THREE COATS. PERMITTING THE PREVIOUS COAT TO DRY PRIOR TO INSTALLING THE SUBSEQUENT COAT. 6. SAND JOINT AND SCREW HEAD AREAS LIGHTLY BETWEEN COATS & AFTER THE FINAL COAT SO THAT A SMOOTH LEVEL SURFACE IS PRODUCED WITH THE PAPER SURFACE OF THE WALLBOARD FREE OF SCUFFING. B. PATCH AND/OR REPAIR EXISTING DRYWALL TO REMAIN TO LIKE NEW CONDITION. LEVEL ANY UNEVEN OR ROUGH SPOTS AND FINISH SMOOTH. BULGES AND VISUAL DEPRESSIONS ARE NOT ACCEPTABLE. 09511 SUSPENDED ACOUSTICAL CEILINGS PART 1 - GENERAL A. PROVIDE ACOUSTICAL PANEL CEILINGS WITH EXPOSED SUSPENSION GRID, AS SHOWN ON THE DRAWINGS. B. SUSPENSION SYSTEM AND ACOUSTIC PANELS AS LISTED ON REFLECTED CEILING PLAN SHEET, FINISH SCHEDULE, AND RESPONSIBILITY SCHEDULE. C. REFER TO DRAWINGS FOR LOCATION OF SPECIFIED MATERIALS AND FINISHES. WHERE REQUIRED BY CODES, CEILING ASSEMBLIES SHALL CONFORM WITH UNDERWRITERS LABORATORIES DESIGN FOR ONE HOUR FIRE RATED ASSEMBLIES. PART 2 - PREPARATION / EXECUTION A. AT TIME OF COMPLETION, DELIVER TO TENANT, ONE PACKAGE OF ACOUSTICAL PANELS OF EACH TYPE OF MATERIAL USED, FOR FUTURE REPLACEMENT USE. B. COMPLY WITH ASTM C 635 FOR INTERMEDIATE - DUTY CLASS SYSTEM. SIZE ATTACHMENT DEVICES FOR FIVE (5) TIMES DESIGN LOAD. HANGER WIRE SHALL BE GALVANIZED CARBON STEEL, ASTM A641, SOFT TEMPER, PRE -STRETCHED, 12 GA MINIMUM, C. COMPLY WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND WITH GOVERNING REGULATIONS, FIRE - RESISTANCE RATING REQUIREMENT AND WITH INDUSTRY STANDARDS APPLICABLE TO THE WORK. D. INSTALL SUSPENSION SYSTEM TO COMPLY WITH ASTM C 636, WITH HANGERS SUPPORTED ONLY FROM BUILDING STRUCTURAL MEMBERS. LOCATE HANGERS NOT LESS THAN 6" FROM EACH END AND SPACE 4'-0" ALONG EACH CARRYING CHANNEL OR DIRECT -HUNG RUNNER. SECURE WIRE HANGERS BY LOOPING AND WIRE TYING, EITHER DIRECTLY TO STRUCTURES OR TO INSERTS, EYE -SCREWS, OR OTHER DEVICES WHICH ARE SECURE AND APPROPRIATE FOR SUBSTRATE. E. INSTALL EDGE MOLDINGS AT PERIMETER OF ACOUSTICAL CEILING AREA AND AT LOCATIONS WHERE NECESSARY TO CONCEAL EDGES OF ACOUSTICAL UNITS. F. INSTALL ACOUSTICAL PANELS IN COORDINATION WITH SUSPENSION SYSTEM, WITH EDGES CONCEALED BE SUPPORT OF SUSPENSION, MEMBERS, SCRIBE AND CUT PANELS TO FIT ACCURATELY AT BORDERS AND PENETRATIONS. G. INSTALL HOLD-DOWN CLIPS IF REQUIRED BY CODE. 09650 RESILIENT FLOORING PART 1 - GENERAL A. INSTALL FLOORING AS INDICATED ON THE DRAWINGS AND FINISH SCHEDULE. PART 2 - PREPARATION / EXECUTION B. BROOM CLEAN AND VACUUM THE FLOOR SURFACE TO BE COVERED. INSPECT THE SUBFLOOR AND REPORT ANY DEFECTIVE FLOOR OR BASE CONDITIONS. USE A LEVELING COMPOUND, FLOORSTONE OR EQUAL FOR FILLING CRACKS, DEPRESSIONS, OR BUILDING AREAS TO MEET FLOOR LEVELS. INSTALL SHEET VINYL IN ACCORDANCE W/ MANUFACTURER'S INSTRUCTIONS. INSTALLATIONS SHALL BE TIGHTLY FITTED TO WALLS AND LAID SQUARE TO ROOMS, WITH TIGHT FITTED JOINTS. 09651 RESILIENT BASE/TRANSITIONS PART 1 - GENERAL A. SEE FINISH SCHEDULE FOR SPECIFIC COLORS AND MANUFACTURER. PART 2 - PREPARATION / EXECUTION A. PREPARE SUBSTRATE IN PREPARATION FOR NEW FINISH. B. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 09720 WALL COVERING PART 1 - GENERAL A. SEE FINISH SCHEDULE FOR COLORS AND MANUFACTURER. B. DO NOT INSTALL MATERIALS WHEN SURFACE AND AMBIENT TEMPERATURE IS OUTSIDE THE RANGE RECOMMENDED BY THE MANUFACTURER. PART 2 - PREPARATION / EXECUTION A. VERIFY THAT SUBSTRATE SURFACES ARE PRIME PAINTED AND READY TO RECEIVE WORK, B. APPLY ADHESIVE AND WALL COVERING IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 09910 PAINTING AND FINISHING PART 1 - GENERAL A. THE INTENT IS TO PROVIDE A SATISFACTORY FINISH TO ALL PARTS OF THIS PROJECT. FINISH APPEARANCE MUST BE UNIFORM, SMOOTH, AND FREE OF ANY RUNS, SAGS, AND DEFECTIVE BRUSHING OR SPRAYING. IF THE NUMBER OF COATS RECOMMENDED BY MANUFACTURER DOES NOT ACCOMPLISH THE INTENT, THEN APPLY ADDITIONAL COATS UNTIL COVERAGE IS SATISFACTORY. SEE FINISH SCHEDULE FOR PAINT COLORS, MANUFACTURER, ETC. B. USE ONLY THE PAINT AND RELATED MATERIALS SPECIFIED BY THE MANUFACTURER. PAINT IS EGGSHELL FINISH UNLESS OTHERWISE NOTED. SEE FINISH SCHEDULE FOR SPECIFIC COLORS. ALTERNATES ARE NOT PERMITTED. C. LEAVE A MINIMUM OF ONE QUART AND A MAXIMUM OF ONE GALLON OF EACH PAINT TYPE AND COLOR AT JOB -SITE FOR FUTURE TOUCH-UP. PART 2 - PREPARATION / EXECUTION A. CLEAN SURFACES TO BE PAINTED FREE OF LOOSE DIRT & DUST BEFORE WORK IS STARTED. WASH METAL SURFACES WITH MINERAL SPIRITS BEFORE APPLYING FINISHES. WHERE RUST OR SCALE IS PRESENT, WIRE BRUSH OR SAND CLEAN BEFORE APPLYING FINISH. B. PAINT SYSTEMS 1. PAINTED DRYWALL TO RECEIVE ONE COAT LATEX PRIMER AND TWO COATS OF SPECIFIED PAINT. TINT PRIMER TO APPROXIMATE SHADE OF THE FINAL COAT. TOUCH-UP SUCTION SPOTS OR HOT SPOTS AFTER APPLICATION OF FIRST COAT AND BEFORE APPLYING SECOND COAT, TO PRODUCE AN EVEN RESULT IN THE FINISH COAT. DRY COATS THOROUGHLY BEFORE APPLYING SUCCEEDING COATS. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR RECOAT TIME. SEAL DRYWALL SURFACES BEHIND MIRRORS. 2. PAINTED METAL TO RECEIVE AN ALKYD BASED PAINT, ONE COAT BASE PRIMER AND TWO FINISH COATS. 3. PAINTED ALUMINUM SURFACES TO RECEIVE ONE COAT DEEP BASE PRIMER AND TWO COATS OF LATEX PAINT (ALLOW 12 HOURS DRYING TIME BETWEEN COATS). C. PUTTY NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. D. SAND WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. E. BEFORE STARTING FINISH WORK, REMOVE HARDWARE, ACCESSORIES, PLATES, LIGHTING FIXTURES AND SIMILAR ITEMS, OR PROVIDE AMPLE PROTECTION FOR SUCH ITEMS. F. PAINT ALL EXPOSED PIPING, ACCESS DOORS, VENTS, FIRE EXTINGUISHER CABINETS, EQUIPMENT MOUNTING BOARDS, ETC. TO MATCH ADJACENT WORK UNLESS OTHERWISE NOTED OR DIRECTED. DO NOT PAINT FIRE SPRINKLER HEADS, PERMANENT LABELS AND SIMILAR ITEMS INTENDED OR REQUIRED TO BE READABLE. G. SAND ENAMELED FINISHES APPLIED TO WOOD OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE EVEN SMOOTH FINISH. H. MAKE FINISH WORK UNIFORM, SMOOTH, FREE OF RUNS, SAGS AND DEFECTIVE BRUSHING OR SPRAYING. MAKE EDGES ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. I. SEAL TOPS, BOTTOMS AND EDGES OF WOOD DOORS. J. PRIOR TO CONTRACTOR LEAVING SITE AND AFTER ALL FIXTURES ARE INSTALLED AND STORE IS CLEANED, CONTRACTOR SHALL WALK SITE AND TOUCH-UP PAINT DAMAGED DURING FINAL DAYS OF PROJECT. 09980 CONCRETE COATINGS PART 1 - GENERAL A. CONCRETE SEALER AS INDICATED IN DRAWINGS. B. SILICA SAND AS RECOMMENDED FOR DESIRED SLIP -RESISTANCE TEXTURED SURFACES AS REQUIRED. PART 2 - PREPARATION / EXECUTION A. INSTALL/APPLY AS INDICATED BY MANUFACTURER'S INSTRUCTIONS. DIVISION 10 - SPECIALTIES 10260 CORNER GUARDS PART 1 - GENERAL A. PROVIDE CORNER GUARDS AS INDICATED IN DRAWINGS. PART 2 - PREPARATION / EXECUTION A. INSTALL CORNER GUARDS ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10400 SIGNAGE A. SIGNAGE COMPONENTS 1. STOREFRONT LOGO SIGNAGE 2. STOREFRONT GLAZING CLINGS. 3. ADA SIGNAGE 4. SERVICE DOOR SIGNAGE B. TENANT'S SIGNAGE CONTRACTOR IS TO FURNISH ALL STOREFRONT SIGNAGE. COORDINATION AND INSTALLATION AS DIRECTED ON DRAWINGS. ELECTRICAL CONTRACTOR IS TO PROVIDE ELECTRICAL AS SHOWN ON ELECTRICAL PLANS AND SPECIFICATIONS. TENANT'S SIGNAGE CONTRACTOR IS TO COORDINATE W/ THE CONTRACTOR FOR SCHEDULING & STRUCTURAL REQUIREMENTS FOR THE SIGNAGE. 10520 FIRE PROTECTION A. PROVIDE MULTI -PURPOSE CHEMICAL FIRE EXTINGUISHERS CAPABLE OF EXTINGUISHING CLASS A, B, AND C FIRES, IN QUANTITIES AND LOCATIONS SHOWN AND AS REQUIRED BY LOCAL FIRE MARSHAL. (COORDINATE IN FIELD.) MANUFACTURER: J.L. INDUSTRIES; COSMIC SERIES OR EQUAL. B. INSTALL MOUNTING BRACKETS AT HEIGHTS TO COMPLY WITH APPLICABLE REGULATIONS OF GOVERNING AUTHORITIES. C. SECURE MOUNTING BRACKETS TO STRUCTURE, SQUARE AND PLUMB, TO COMPLY WITH MANUFACTURER'S INSTRUCTIONS. D. UTILIZE CABINET WHEN EXTINGUISHERS ARE IN PUBLIC, RETAIL OR WAITING AREAS. AT A MINIMUM, INSTALL ONE (1) EXTINGUISHER AT CASHWRAP AND ONE (1) EXTINGUISHER NEAR ELECTRICAL PANEL. BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: MINDY KRESA torrid@cmarch.com CONSULTANTS: MEP ENGINEER DUNHAM ASSOCIATES, INC. 50 S. 6TH ST, SUITE 1100 MINNEAPOLIS, MN 55402 (612) 465-7550 SEAL: 6449 REGIS ED T BRUCE M. CARLSON STATE OF WASHINGTON BRUCE M. CARLSON, ARCHITECT 04/25/19 DATE ISSUED 0005449 REG. NO. TOFMD PARKWAY SUPER CENTER 17580 SOUTHCENTER PKWY TUKWILA, WA 98188 SPACE #21 t-vR STRIP, -CENTMPHP AD NDED APPROVED City of Tukwila BUILDING DIVISION SHEET TITLE: SPECIFICATIONS REVISIONS LOG ORIGINAL ISSUE: 04/25/19 NO: DATE: BY: PROJECT NO: 19127.005 10670 STORAGE SHELVING AND WORK COUNTERS PART 1 — GENERAL A. CONTRACTOR TO ASSEMBLE AND INSTALL SHELVING UNITS AND/OR SURFACE MOUNTED STANDARDS, WITH BRACKETS AND SHELVES. B. PROVIDE COMPLETE SYSTEM, FURRING STRIPS EXCLUDED, WITH BRACKETS, CLIPS, SHELVES, RELATED SCREWS AND ANCHORS, PART 2 — PREPARATION / EXECUTION A. CONTRACTOR TO ASSEMBLE AND SECURE SHELVING UNITS TO FLOOR AND WALLS WITH FASTENERS AS RECOMMENDED BY MANUFACTURER IN LOCATIONS AS SHOWN AND DETAILED IN PLANS. B. CONTRACTOR TO PROVIDE REQUIRED BLOCKING, FURRING STRIPS AND BRACING. REFER SECTION 06114 AND SECTION 05500. C. CONTRACTOR TO PROVIDE WORK COUNTERS AS DESCRIBED IN PLANS AND DETAILS. 10800 TOILET ROOM ACCESSORIES PART 1 — GENERAL A. PROVIDE ADA APPROVED TOILET ROOM ACCESSORIES AND GRAB BARS INCLUDING ALL SET SCREWS AND ANCHORS REQUIRED FOR COMPLETE INSTALLATION. REFER TO DRAWINGS. B. MANUFACTURER: "BOBRICK" OR EQUAL. C. PROVIDE ITEMS AND QUANTITIES AS INDICATED ON DRAWINGS. PART 2 — PREPARATION / EXECUTION A. INSTALL TOILET ACCESSORY UNITS ACCORDING TO MANUFACTURER'S INSTRUCTION, USING FASTENERS AND IN —WALL BLOCKING AS RECOMMENDED BY UNIT MANUFACTURER. INSTALL UNITS PLUMB AND LEVEL, FIRMLY ANCHORED IN LOCATIONS & AT HEIGHTS INDICATED, IN A TAMPER PROOF MANNER WITH SPECIAL HANGERS, TOGGLE BOLTS, OR SCREWS. DIVISION 11 — EQUIPMENT 11001 GENERAL A. ALL EQUIPMENT MANUALS, INSTRUCTION BOOKLETS, AND WARRANTY INFORMATION SHALL BE NEATLY BOUND AND TURNED OVER TO THE CONSTRUCTION MANAGER PRIOR TO THE TURNOVER. B. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL HOOK—UP OF ALL EQUIPMENT, INCLUDING ALL MECHANICAL, PLUMBING AND ELECTRICAL WORK. C. INSTALLATION OF ALL EQUIPMENT (INCLUDING TENANT FURNISHED) IS TO BE INCLUDED IN GENERAL BID. 11106 WALL STANDARDS PART 1 — GENERAL A. SURFACE MOUNTED WALL STANDARDS AS INDICATED IN DRAWINGS. PART 2 — PREPARATION / EXECUTION A. CONTRACTOR TO SET TOP OF STANDARDS LASER LEVEL AND LOCATED AS DETAILED IN DRAWINGS. B. CONTRACTOR TO ENSURE THAT VERTICAL STANDARDS ARE SET TRUE AND PLUMB AND MAXIMUM OF 24" ON CENTER, UNLESS OTHERWISE NOTED. 11130 AUDIO—VISUAL EQUIPMENT PART 1 — GENERAL A. COORDINATE WITH RESPONSIBILITY SCHEDULE AND OWNER FOR INSTALLATION. PART 2 — PREPARATION / EXECUTION A. VERIFY ELECTRICAL REQUIREMENTS ARE AVAILABLE AND IN PLACE FOR INSTALLATION. B. INSTALL AS RECOMMENDED BY MANUFACTURER'S INSTRUCTIONS. DIVISION 12 — FURNISHINGS 1. FIXTURES, ETC. INDICATED ON THE PLANS ARE FURNISHED BY TENANT. CONTRACTOR TO COORDINATE INSTALLATION AS INDICATED IN DRAWINGS. DIVISION 13 — SPECIAL CONSTRUCTION 1. NO WORK UNDER THIS SECTION. DIVISION 14 — CONVEYING SYSTEMS 1. NO WORK UNDER THIS SECTION. DIVISION 15 — MECHANICAL 1. SEE "R4" SHEET. DIVISION 16 — ELECTRICAL 1. SEE "R5" SHEET. x W z z w U d V) N 3 C'.4'l+ EOi feu: PE-:;?[L41 T CENil ER BRUCE M. CARLSON architecture • planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: MINDY KRESA torrid@cmarch.com MEP ENGINEER DUNHAM ASSOCIATES, INC. 50 S. 6TH ST, SUITE 1100 MINNEAPOLIS, MN 55402 (612) 465-7550 SEAL: 5449 REGIS ED A ET BRUACARLSONSTATE BRUCE M. CARLSON, ARCHITECT 04/25/19 DATE ISSUED 0005449 REG. NO. PARKWAY SUPER CENTER 17580 SOUTHCENTER PKWY SPACE #21 STRIP,'CENTI, —AA :P�NDED 1 APP OIJC-D JUN V 5 LUiJ City of Tukwila BUILDING DIVISION SHEET TITLE: SPECIFICATIONS REVISIONS LOG ORIGINAL ISSUE: 04/25/19 NO: DATE: BY: PROJECT NO: 19127.005 DRAWN BY: ABS COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2019 DIVISION 15000 - MECHANICAL SECTION 15001 - BASIC MECHANICAL REQUIREMENTS A. GENERAL CONDITIONS 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 15000. 2. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTORS RESPONSIBILITY TO PROVIDE THEIR SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 3. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS TO COMPLY WITH THE SCHEDULE AND THE PROJECT COMPLETION DATE. 4. THIS 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 CONTRACTORS 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. 5. REFER TO RESPONSIBILITY SCHEDULE FOR INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. SECTION 15002 - GENERAL REQUIREMENTS 1. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR TENANT SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH THE LANDLORD AND THE TENANT PROJECT MANAGER, AS REQUIRED. 2. DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED AS SUPPLEMENTING EACH OTHER. WORK SPECIFIED BUT NOT SHOWN ON DRAWINGS, OR SHOWN ON DRAWINGS BUT NOT SPECIFIED, SHALL BE PERFORMED OR FURNISHED AS THOUGH MENTIONED IN BOTH SPECIFICATIONS AND DRAWINGS. IF NOT OTHERWISE DIRECTED, INSTALLATION OF ALL SYSTEMS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE WORK DESCRIBED IN THE SPECIFICATIONS IS IN CONFLICT WITH THE WORK SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL SUPPLY THE GREATER QUANTITY, QUALITY AND COST VIA THE BID AND CONTACT THE ENGINEER FOR CLARIFICATION ON DIRECTION PRIOR TO INSTALLATION. 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 4. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESS PANELS FOR SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. 5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD ENGINEERING AND CONSTRUCTION PRACTICES. 6. 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 STATE AND LOCAL CODES, WHICHEVER IS MORE STRINGENT. SECTION 15003 -CODES 1. ALL WORK SHALL CONFORM TO THE LANDLORDS' CRITERIA, THE STATES, COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY TENANT TO THE CONTRACTOR. SECTION 15004 - LICENSES, PERMITS, INSPECTIONS & FEES 1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO THEIR WORK. 2. FURNISH TO TENANT'S PROJECT MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. SECTION 15005 - 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 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 BY TENANT'S PROJECT MANAGER THROUGH PRIOR SHOP DRAWING SUBMITTAL PROCESS, FOR ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 2. MECHANICAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO TENANT'S PROJECT MANAGER FOR APPROVAL. SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR TENANT'S PROJECT MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF GENERAL CONTRACTOR AND THE 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. SECTION 15006 - GUARANTEE 1. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER THEIR CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT THEIR OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY TENANT'S PROJECT MANAGER. EXTENDED WARRANTIES ARE AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. SECTION 15007 - RECORD DRAWINGS A. THIS CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: 1. LOCATION OF CONCEALED PIPING VALVES AND DUCTS. 2. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. 3. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. B. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. ONE COPY OF THE MOST RECENT SET OF DRAWINGS WITH TEMPERATURE CONTROL DRAWINGS INCLUDED SHALL BE DELIVERED TO TENANT'S PROJECT MANAGER. SECTION 15008 - DISCREPANCIES IN DOCUMENTS 1. DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED AS SUPPLEMENTING EACH OTHER. WORK SPECIFIED BUT NOT SHOWN ON DRAWINGS, OR SHOWN ON DRAWINGS BUT NOT SPECIFIED, SHALL BE PERFORMED OR FURNISHED AS THOUGH MENTIONED IN BOTH SPECIFICATIONS AND DRAWINGS. IF NOT OTHERWISE DIRECTED, INSTALLATION OF ALL SYSTEMS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE WORK DESCRIBED IN THE SPECIFICATIONS IS IN CONFLICT WITH THE WORK SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL SUPPLY THE GREATER QUANTITY, QUALITY AND COST VIA THE BID AND CONTACT THE ENGINEER FOR CLARIFICATION ON DIRECTION PRIOR TO INSTALLATION. SECTION 15009 DEMOLITION 1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BY THE GENERAL CONTRACTOR. COORDINATE WITH THE GENERAL CONTRACTOR ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT. 2. EACH CONTRACTOR SHALL VERIFY SCOPE OF WORK WITH THE GENERAL CONTRACTOR FOR THE REMOVAL OF ALL EXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, ETC. AND ASSOCIATED ROOF CURBS NOT BEING REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, PIPES, DUCTWORK, AND EQUIPMENT PRIOR TO REMOVAL. ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK MUST BE REMOVED AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO MATCH EXISTING STRUCTURE. EXISTING ABANDONED PIPES, DUCTS, OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES, ABANDONED PIPING AND/OR DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION WITH THE GENERAL CONTRACTOR AND TENANT PRIOR TO BID AND INCLUDE IN BID PROPOSAL AS DIRECTED BY THE GENERAL CONTRACTOR AND TENANT. SECTION 15010 - CUTTING AND PATCHING 1. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING AS REQUIRED FOR THE INSTALLATION OF THE WORK UNDER THIS SPECIFICATION. NO CUTTING OF THE STRUCTURE SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE LANDLORD AND ARCHITECT OR ENGINEER. 2. PATCHING SHALL BE OF THE SAME WORKMANSHIP, MATERIAL AND FINISH AND SHALL MATCH ACCURATELY ALL SURROUNDING CONSTRUCTION IN A MANNER SATISFACTORY TO THE ARCHITECT AND TENANT'S PROJECT MANAGER. 3. EXISTING UTILITIES, ETC. THAT ARE DAMAGED DURING THE CONSTRUCTION PERIOD, WHETHER OR NOT DUE TO THE CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AND LEFT IN A CONDITION SUITABLE TO THE LANDLORD AND TENANT'S PROJECT MANAGER. SECTION 15011 - SLEEVES 1. THIS 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. CONTRACTOR MUST COORDINATE THROUGH THE LANDLORD ANY CORE DRILLING OR CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV' FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THEIR FIRE RATING. 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. SECTION 15012 - HANGERS 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C-CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING. HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, AND IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER EQUIPMENT. HANGER TYPES AND INSTALLATION METHODS ARE ALSO SUBJECT TO LANDLORD CRITERIA. 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI -ELECTRICALLY SEPARATED. DIVISION 15300 - FIRE PROTECTION (IF APPLICABLE) SECTION 15301 - SUMMARY OF WORK A. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE SPRINKLER SYSTEMS AS CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 1. INSTALLATION OF NEW WET SPRINKLER SYSTEM AS REQUIRED TO PROVIDE COVERAGE IN ACCORDANCE , NFPA-13, LOCAL CODES, AND LANDLORD'S CRITERIA. 2. TAPS RISERS, LATERALS, BRANCHES,VALVES, ALARMS, SPRINKLER HEADS AND ALL COMPONENTS REQUIRED FOR A COMPLETE SYSTEM. 3. DESIGN DRAWINGS, HYDRAULIC CALCULATIONS, SUBMITTALS AND APPROVALS. 4. PERMITS, FEES, INSPECTIONS AND CHARGES. 5. TESTS AND TEST CERTIFICATES. IT IS INTENDED THAT THE CONTRACTOR SHALL PROVIDE A COMPLETE AND FUNCTIONAL SYSTEM. B. THIS FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING COORDINATED DRAWINGS, HYDRAULIC CALCULATIONS, HEAD TYPES AND COLORS TO ALL AUTHORITIES HAVING JURISDICTION FOR APPROVAL. NO WORK SHALL BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVED. SECTION 15302 - MATERIALS A. SPRINKLER HEADS: 1. ALL SPRINKLER HEADS SHALL BE NEW U.L., F.M. LISTED AND APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY GRINNELL, RELIABLE, STAR, OR VIKING. 2. ALL SPRINKLER HEADS SHALL HAVE ORDINARY TEMPERATURE RATINGS, UNLESS INDICATED OTHERWISE ON DRAWINGS OR REQUIRED BY LOCAL CODES. 3. VERIFY HEAD TYPES AND COLORS WITH TENANT AND SUBMIT WITH SPRINKLER DRAWINGS FOR PERMIT. 4. LOCATIONS OF ALL HEADS SHOULD BE APPROVED BY TENANT AND THE LOCAL FIRE PROTECTION OFFICIAL BEFORE INSTALLATION. 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. 4. 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 AND INCLUDE ALL COSTS TO RAISE OR RELOCATE EXISTING PIPING TO OBTAIN CEILING HEIGHTS SHOWN ON DRAWINGS. IN NEW CONSTRUCTION THE LANDLORD MAY PROVIDE ONLY A STUB -IN TO THE SPACE. THE CONTRACTOR SHALL CONNECT AND EXTEND NEW PIPING AS REQUIRED. VERIFY ALL REQUIREMENTS PRIOR TO BID. F. PROVIDE AND INSTALL A VALVED TEST CONNECTION IN AN ACCESSIBLE LOCATION FOR THE SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY THE MALL, LOCAL INSPECTOR, OR TENANT'S INSURANCE CARRIER. G. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY LEAKS IN ANY OF THE EQUIPMENT INSTALLED BY THEM. ALL REPAIRS OR REPLACEMENT OF DAMAGES SHALL BE 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. DIVISION 15400 - PLUMBING SECTION 15401 - SUMMARY OF WORK A. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE PLUMBING SYSTEMS AS CALLED FOR IN THE SPECIFICATIONS, SHOWN ON DRAWINGS AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 1. CONTRACTOR SHALL DETERMINE THE LOCATION OF EXISTING WATER SUPPLY AND DRAIN LINES AND MAKE PROPER CONNECTIONS, THERETO, INCLUDING VENTS. 2. ALL MATERIALS SHALL BE NEW AND SHALL FIT THE SPACE AVAILABLE. VERIFY ALL DIMENSIONS AT THE SITE. 3. ALL VALVES, CLEANOUTS, ETC. SHALL BE SO LOCATED AND INSTALLED TO PERMIT ACCESS FOR SERVICE WITHOUT DAMAGE TO BUILDING OR FINISHED MATERIALS. SECTION 15402 MATERIALS A. REFER TO PLANS FOR SCHEDULES OF EQUIPMENT AND FIXTURES. AMERICAN STANDARD, KOHLER AND CRANE ARE CONSIDERED ACCEPTABLE AS EQUALS. ALL PLUMBING EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. B. SANITARY PIPING 1. CAST IRON PIPE (BELOW GRADE): ASTM A74 SERVICE WEIGHT, FITTINGS: CAST IRON, JOINTS: HUB -AND -SPIGOT, COMPRESSION TYPE WITH NEOPRENE GASKETS OR LEAD AND OAKUM. 2. CAST IRON PIPE (ABOVE GRADE): CISPI 301, HUBLESS FITTINGS: CAST IRON, JOINTS: NEOPRENE GASKET AND STAINLESS STEEL CLAMP AND SHIELD ASSEMBLIES. 3. ABS PIPE (BELOW GRADE): ASTM D2661, FITTINGS: ABS, JOINTS: SOLVENT WELD. 4. PVC PIPE (BELOW GRADE): ASTM D2665, FITTINGS: PVC, JOINTS: SOLVENT WELD WITH SOLVENT CEMENT. 5. COPPER TUBE (ABOVE GRADE): ASTM B88 TYPE "L", HARD TEMPER ONLY. EXCEPT THESE MATERIALS SHALL NOT BE USED TO RECEIVE THE WASTES FROM URINALS NOR WASTES FROM WATER CLOSETS IN BATTERY, FITTINGS: CAST BRONZE, OR WROUGHT COPPER, JOINTS: SOLDER, GRADE 50B. 6. VENT PIPING ABOVE FLOOR 2" OR SMALLER MAY BE GALVANIZED STEEL. 7. INSULATE ALL HORIZONTAL RUNS OF PIPING LOCATED IN CEILING SPACES OF TENANTS IN SPACES BELOW, WHEN APPLICABLE. INSULATION TO BE AS SPECIFIED FOR WATER PIPING. B. INTERIOR CONDENSATE PIPING SHALL BE TYPE "L" HARD DRAWN COPPER TUBE WITH 95-5 TIN -ANTIMONY SOLDERED JOINTS AND WROUGHT COPPER FITTINGS WITH DIELECTRIC SEPARATION BETWEEN DISSIMILAR METALS. EXTERIOR CONDENSATE PIPING MAY BE SCHEDULE 40 PVC PIPING WITH SOLVENT WELDED FITTINGS IF APPROVED FOR USE BY THE LANDLORD. C. POTABLE WATER PIPING 1. COPPER TUBING (BELOW GRADE): ASTM 888, TYPE "K' SOFT COPPER, FITTINGS: CAST COPPER ALLOY OR WROUGHT COPPER AND BRONZE, JOINTS: BCUP SILVER BRAZE. 2. COPPER TUBING (ABOVE GRADE): ASTM B88, TYPE "L" HARD DRAWN WITH SWEAT JOINTS, FITTINGS: CAST COPPER ALLOY OR WROUGHT COPPER AND BRONZE, JOINTS: BCUP SILVER BRAZE. D. PIPING OF DISSIMILAR METALS MUST BE DI -ELECTRICALLY SEPARATED. E. INSULATE ALL HOT WATER, COLD WATER AND INTERIOR CONDENSATE PIPING WITH 1" THICK (K=0.23 ® 75 F) PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS. OWENS-CORNING OR EQUAL. F. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH 1/2" ARMSTRONG "ARMAFLEX' PIPING INSULATION OR TRUEBRO MODEL 102W WHITE "HANDI LAV GUARD" INSULATION KIT TO COMPLY WITH ADA REQUIREMENTS. G. INSTALL AIR CHAMBER SHOCK ABSORBERS IN BOTH HOT AND COLD LINES OF PIPING SYSTEM TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMMER. SIOUX CHIEF 650 SERIES ALL STAINLESS STEEL, OR EQUAL. J.R. SMITH "HYDROTROLS", INSTALLED IN AN UPRIGHT POSITION. H. ALL BRANCH PIPING SYSTEM SHALL HAVE ACCESSIBLE SERVICE VALVE. PROVIDE SHUT OFF VALVES IN THE SUPPLY PIPING TO EVERY FIXTURE. PROVIDE ACCESS DOORS WHERE NECESSARY. 1. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING INSTALLED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. J. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. K. CLEAN -OUTS AND FLOOR DRAINS SHALL BE INSTALLED PER LOCAL CODES, ALL FLOOR DRAINS SHALL HAVE DEEP SEAL TRAPS. PROVIDE TRAP PRIMERS FOR FLOOR DRAINS. L. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED AND PLACED AT ALL PIPE PENETRATIONS AT WALLS, FLOORS, AND CEILINGS IN FINISHED AREAS. M. LEAKAGE TESTS SHALL BE PER LOCAL CODES. N. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR WHERE APPLICABLE AND INCLUDE ALL COSTS IN BID. 0. PROVIDE WATER METER AND REMOTE READER- PER -LANDLORD'S CRITERIA OR LOCAL UTILITIES REQUIREMENTS IF APPLICABLE. P. GAS PIPING 1. PROVIDE A COMPLETE GAS PIPING SYSTEM IF APPLICABLE. REFER TO PLANS TO DETERMINE IF A GAS SYSTEM IS REQUIRED. 2. GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40, ASTM A-120, WITH MALLEABLE THREADED FITTINGS FOR 2" AND SMALLER, AND WITH WELDED JOINTS FOR 2-1/2" AND LARGER. 3. PROVIDE A GAS COCK, PRESSURE REGULATOR (IF REQUIRED) DIRT LEG, UNION CONNECTION, TO EACH PIECE OF EQUIPMENT. 4. PITCH PIPING AT A UNIFORM GRADE OF 1/4" IN 15 FEET UPWARD IN DIRECTION OF FLOW. SUPPORT PIPING EVERY 5 FEET. SUPPORT AS REQUIRED BY LANDLORD CRITERIA, AS DETAILED ON DRAWINGS, OR BY STANDARD INDUSTRY PRACTICE, WHICHEVER IS MORE STRINGENT. 5. GAS PIPING EXPOSED ON ROOF MUST BE PRIMED AND PAINTED WITH RUST -INHIBITING PAINT. 6. GAS PIPING INSTALLED IN RETURN AIR PLENUMS SHALL BE SLEEVED AND VENTED OR WELDED IN ACCORDANCE WITH THE LOCAL GAS COMPANY, LOCAL CODE, AND APPLICABLE NFPA 54 CODES. 7. TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE NFPA 54 CODES. 8. CONTACT AND COORDINATE GAS SERVICE AND METER REQUIREMENTS WITH THE LOCAL GAS COMPANY AND THE MALL'S OPERATIONS MANAGER PRIOR TO BID. INCLUDE INSTALLATION OF GAS METER AND REGULATOR COSTS IN BID. DIVISION 15500 - HEATING, VENTILATING, AIR CONDITIONING SECTION 15501 - SUMMARY OF WORK A. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE HVAC SYSTEMS AS CALLED FOR IN THE SPECIFICATIONS, SHOWN ON DRAWINGS AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 1. REUSE EXISTING TRANE GAS/ELEC ROOFTOP UNIT, SEE SCHEDULE FOR SPECIFICATIONS AND BALANCE. 2. THE AIR DEVICES AS NOTED ON THE PLANS SHALL BE PURCHASED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING, RECEIVING, VERIFYING QUANTITIES AND INSPECTING FOR DAMAGE AND FILING OF ANY CLAIM FORMS. REFER TO RESPONSIBILITY SCHEDULE AND AIR DEVICE SCHEDULE ON PLANS. 3. ALL MATERIALS SHALL BE NEW AND SHALL FIT THE SPACE AVAILABLE. VERIFY ALL DIMENSIONS AT THE SITE. 4. ALL VALVES, DAMPERS, ETC. SHALL BE SO LOCATED AND INSTALLED TO PERMIT ACCESS FOR SERVICE WITHOUT DAMAGE TO BUILDING OR FINISHED MATERIALS. SECTION 15502 - MATERIALS A. REFER TO PLANS FOR SCHEDULES OF EQUIPMENT. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES, AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT MUST BE TRAPPED IN ACCORDANCE WITH MANUFACTURERS DATA. B. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED 1. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR AND ROUND DUCTWORK WITH GALVANIZED STEEL, IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS' OF THE LATEST EDITION. 2. INSTALL TURNING VANES IN ALL RIGHT ANGLE ELBOWS IN ALL DUCTS. 3. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. 4. ALL JOINTS AND SEAMS SHALL BE SEALED WITH UNITED MCGILL DUCT SEALER OR EQUAL. 4.A. ALL JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS, AND CONNECTIONS IN DUCTWORK MUST BE SECURELY SEALED USING WELDMENTS; MECHANICAL FASTENERS WITH SEALS, GASKETS, OR MASTICS; MESH AND MASTIC SEALING SYSTEMS; OR TAPES. TAPES AND MASTICS MUST BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A OR UL 181B. ALL LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS OF SUPPLY AND RETURN DUCTS OPERATING AT STATIC PRESSURES LESS THAN OR EQUAL TO 2" W.G. SHALL BE SECURELY FASTENED AND SEALED WITH WELDS GASKETS, MASTICS (ADHESIVES), MASTIC -PLUS -EMBEDDED FABRIC SYSTEMS OR TAPES INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4.B. MECHANICAL FASTENERS AND SEALS, MASTICS, OR GASKETS MUST BE USED WHEN CONNECTING DUCTS TO FANS AND OTHER AIR DISTRIBUTION EQUIPMENT. 5. ALL DUCTWORK SHALL BE INSTALLED WITH INSIDE CLEAR DIMENSIONS AS NOTED ON DRAWINGS. WHERE DUCTWORK SIZE IN LARGER THAN CONNECTED DEVICE SMOOTH DUCT TRANSITIONS SHALL BE INSTALLED JUST PRIOR TO DEVICE CONNECTION, C. MEDIUM PRESSURE DUCT 1. WHERE DUCTWORK IS SPECIFICALLY NOTED AS MEDIUM PRESSURE, IT SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMACNA STANDARDS FOR A PRESSURE RATING OF 4 INCHES WATER COLUMN MINIMUM OR LARGER AS REQUIRED BY LANDLORD. 2. ALL GAUGES AND REINFORCEMENT MUST MEET WITH THE LATEST EDITION OF SMACNA STANDARDS FOR MEDIUM PRESSURE DUCT AND WITH THE LANDLORD'S CRITERIA. 3. CONNECTIONS TO THE LANDLORD'S MEDIUM PRESSURE DUCTWORK SHALL BE MADE WITH "LO-LOSS' SADDLE TEE TAPS BY UNITED MCGILL CORP., OR AS OTHERWISE REQUIRED BY THE LANDLORD. 4. ALL OTHER ITEMS FROM METAL DUCTWORK SPECIFICATION SECTION APPLY TO THIS SECTION, WITH THE EXCEPTION THAT ALL MEDIUM PRESSURE DUCTWORK MUST BE WRAPPED INSULATION, NOT LINED. D. FLEXIBLE COLLARS AT EQUIPMENT SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT AND DUCTS OR CASINGS. FLEXIBLE CONNECTIONS SHALL CONSTRUCTED OF NEOPRENE -COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. E. FLEXIBLE AIR DUCT AT AIR DEVICES SHALL BE MIN. R-5 INSULATED CLASS 1 AND RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. DUCT CONSTRUCTION MATERIAL MUST ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS. F. PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS IN EACH BRANCH DUCT AND AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. ALL RECTANGULAR DAMPERS IN OUTSIDE AIR, RELIEF AIR, OR RETURN AIR DUCTS ARE TO BE OF OPPOSED BLADE TYPE. G. PROVIDE PRIMARY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY CODES. FIRE DAMPERS SHALL BE UL LABELED. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIRSTREAM AND A 165 F FUSIBLE LINK, TYPE B, AS MINIMUM, H. DUCTWORK INSULATION 1. INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA 90A. 2. DUCT SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. 3. ALL JOINTS MUST BE TAPED SO THAT NO INSULATION FIBER IS VISIBLE. EXTEND DUCTWORK INSULATION WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, AND SIMILAR PENETRATIONS, 4. ALL SUPPLY AIR DUCTWORK IN UNCONDITIONED/INDIRECTLY CONDITIONED SPACE (INCLUDING CONCEALED DIFFUSER BACKS) SHALL BE EXTERNALLY INSULATED WITH 1 1/2" THICK, 1-1/2 LB. DENSITY (R=4.8) DUCT WRAP WITH VAPOR BARRIER. VAPOR BARRIER IS TO BE MAINTAINED THROUGHOUT DUCT SYSTEM. 5. ALL SUPPLY AIR DUCTWORK IN DIRECTLY CONDITIONED SPACE: NONE REQUIRED. 6. RETURN DUCTS (WITHIN 3' OF FIRST CHANGE IN DUCT DIRECTION) : FLEXIBLE GLASS FIBER DUCT LINER: 1/2 INCH THICK 7. ALL ROUND, MEDIUM PRESSURE AND OUTSIDE AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH A MINIMUM OF 2" THICK, 1 LB. DENSITY (R=6.0) DUCT WRAP WITH VAPOR BARRIER. VAPOR BARRIER IS TO BE MAINTAINED THROUGHOUT DUCT SYSTEM. L. HYDRONIC PIPING 1. PROVIDE A COMPLETE HYDRONIC PIPING SYSTEM IF APPLICABLE. REFER TO PLANS TO DETERMINE IF A HYDRONIC SYSTEM IS, REQUIRED. 2. PIPING 2.A. HYDRONIC PIPING FOR CHILLED WATER, CONDENSER WATER OR HEATING WATER SHALL BE ASTM A-120, SCHEDULE 40, ERW, BLACK STEEL PIPE WITH PLAIN ENDS. INSTALL STEEL PIPE WITH WELDED JOINTS WHERE PIPE IS 2-1/2 INCH AND LARGER. INSTALL STEEL PIPE WITH THREADED JOINTS AND FITTINGS OR INSTALL TYPE "K" ANNEALED TEMPERED COPPER TUBE WITH SILFOS JOINTS FOR 2 INCH AND SMALLER PIPE. PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR METALS. ALL PIPING SHALL BE IN STRICT CONFORMANCE WITH ASTM, ASA, AND LANDLORD'S REQUIREMENTS, WHICHEVER IS MOST STRINGENT. UNIONS OR FLANGES MUST BE USED AT EQUIPMENT CONNECTIONS WHERE SERVICE OR REMOVAL MAY BE REQUIRED. 2.B. ALL PIPING AND EQUIPMENT SHALL BE PRESSURE TESTED WITHOUT LEAKAGE AT A MINIMUM PRESSURE OF 150 PS OR HIGHER AS REQUIRED BY THE LANDLORD OR BUILDING DEPARTMENT. 2.C. ALL HYDRONIC PIPING AND EQUIPMENT CONNECTED TO THE HVAC PIPING SYSTEM SHALL BE CLEANED AND FLUSHED. REMOVE, CLEAN, AND REPLACE STRAINER SCREENS. 3. VALVES 3.A. BALL VALVES, 2-INCH AND SMALLER: CLASS 150, BODY OF ALL BRONZE CONSTRUCTION WITH THREADED OR SOLDER ENDS, QUARTER TURN OF HANDLE SHALL ROTATE BALL FROM FULL OPEN TO FULL CLOSED POSITION. VALVE PORT SHALL BE FULL SIZE. NIBCO, OR EQUAL APOLLO OR HAMMOND. SUBSTITUTION. 3.B. BUTTERFLY VALVES, 2-1/2 INCH AND LARGER: CLASS 150 CAST IRON BODY, MACHINED DISC, FULL DIA SHAFT AND REPLACEABLE SEAT, FLANGED ENDS, HANDLE OPERATOR WITH ADJUSTABLE STOPS. NIBCO, EQUAL HAMMOND OR KEYSTONE. 3.C. SWING CHECK VALVES, 2-INCH AND SMALLER: CLASS 150, CAST BRONZE BODY AND CAP CONFORMING TO ASTM B 62 WITH HORIZONTAL SWING, Y-PATTERN, RENEWABLE BRONZE DISC, AND HAVING THREADED OR SOLDERED ENDS. 3.D. SWING CHECK VALVE, 2-1/2 INCH AND LARGER: CLASS 125 CAST IRON BODY AND BOLTED CAP, HORIZONTAL SWING, RENEWABLE BRONZE DISC, FLANGED ENDS AND CAPABLE OF BEING REFITTED WHILE THE VALVE REMAINS IN THE LINE. 3.E. COMBINATION BALANCING AND SHUT-OFF VALVES: BELL & GOSSETT CIRCUIT SETTER WITH LOCKING SETPOINT. A CIRCUIT SETTER BALANCE WHEEL MUST BE INCLUDED WITH 0 & M MANUAL. 4. PIPING SPECIALTIES 4.A. PRESSURE/TEMPERATURE TEST PLUGS ( PETE'S PLUG) - 1/4 INCH NPT FITTINGS TO RECEIVE EITHER A TEMPERATURE OR PRESSURE PROBE, 1/8 INCH O.D. FITTING AND CAPS SHALL BE BRASS 200'F. WITH VALVE CORE OF NORDEL, RATED AT 400 PSIG, 0'F TO 4.6. STRAINERS - "Y' PATTERN STRAINERS, 125 PSIG, CAST IRON BODY WITH PERFORATED STAINLESS STEEL SCREEN, THREADED FOR 2 INCHES AND SMALLER, FLANGED FOR 2-1/2 INCHES AND B. (CONT). LARGER. SCREEN OPENING SIZE AT 0.033 INCH FOR HEATING AND 1/8 INCH FOR CHILLED OR CONDENSER WATER. PROVIDE WITH BLOWDOWN VALVE WITH HOSE END FITTING. 5. INSULATION 5.A. ALL HYDRONIC PIPING FOR CHILLED WATER AND/OR HEATING WATER, VALVES, FITTINGS, AND ACCESSORIES SHALL BE INSULATED. FOR PIPE SIZES UP TO 2 INCHES, INSULATE WITH 1 INCH THICK (K=0.23 ® 75 F) FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER. FOR PIPE SIZES 2-1/2 INCHES AND LARGER, INSULATE WITH 1 1/2 INCH THICK (K=0.23 @ 75 F) FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER. 5.B. INSULATION AT ALL HANGERS FOR PIPING 2-1/2 INCHES AND LARGER SHALL BE HARD AND NON -COMPRESSIBLE. 5.C. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAT 50 TO CONFORM WITH THE REQUIREMENTS OF THE NFPA. 6. GENERAL INSTALLATION B.A. INSTALL WATER MAINS WITHOUT PITCH. USE ECCENTRIC REDUCING COUPLINGS AT CHANGES IN SIZE WITH THE TOP OF PIPES AT SAME ELEVATION. 6.B. BRANCHES TO UNITS BELOW MAINS TO BE TAKEN FROM BOTTOM OF MAINS AT A 45 DEGREE ANGLE, PITCH DOWNWARD TOWARD UNITS. BRANCHES TO UNITS ABOVE MAINS TO BE TAKEN FROM TOP OF MAINS AT A 45 DEGREE ANGLE PITCHED UPWARD TOWARDS UNITS. PITCH NOT LESS THAN 1" TO 10 FEET. 6.C. HANGERS SHALL BE SIZED AND INSTALLED FOR THE OUTSIDE DIAMETER OF THE INSULATED PIPE. INSTALL SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND PIPE INSULATION. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI -ELECTRICALLY SEPARATED FROM ONE ANOTHER. J. REFRIGERANT PIPING: 1. PROVIDE A COMPLETE REFRIGERANT PIPING SYSTEM BETWEEN THE EVAPORATOR COIL AND CONDENSING UNIT, IF APPLICABLE. REFER TO PLANS TO DETERMINE IF A REFRIGERANT PIPING SYSTEM IS REQUIRED. 2. PIPING 2.A. REFRIGERANT PIPING SHALL BE TYPE "L" HARD DRAWN COPPER TUBING (ASTM B88). TUBING SHALL BE CLEAN, CAPPED AND NITROGEN CHARGED. 2.B. ALL FITTINGS AND JOINTS SHALL BE WROUGHT COPPER OR CAST BRONZE (ANSI B16.22). ALL COPPER TO COPPER JOINTS SHALL BE BRAZED WITH A COPPER -PHOSPHORUS ALLOY AND ALL OTHER JOINTS SHALL BE BRAZED WITH SILFOS-5 ALLOY, 2.C. PROVIDE SERVICE VALVES, CHARGING PORTS, FILTER DRIER(S), SIGHT GLASS(ES) , SOLENOID VALVE(S) WITH 24V COIL, AND THERMAL EXPANSION VALVE(S) TXVS, TO BE INSTALLED FOR EACH SYSTEM AS A MINIMUM. 3. INSTALLATION 3.A. SUCTION LINES SHALL HAVE ADEQUATE LIFT TRAPS AND/OR DOUBLE SUCTION RISERS TO MEET THE REQUIREMENTS OF FIELD CONDITIONS AND EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. 3.B. HANGERS SHALL BE SIZED AND INSTALLED FOR THE OUTSIDE DIAMETER OF THE INSULATED PIPE. INSTALL SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND PIPE INSULATION. HANGERS AND PIPING OF DISSIMILAR METALS MUST BE DI -ELECTRICALLY SEPARATED FROM ONE ANOTHER. 3.C. BRAZE ALL JOINTS WITH SILFOS-5 STARTING AT THE INDOOR UNIT AND WORKING TOWARD THE OUTDOOR UNIT. THE SEALS ON THE OUTDOOR UNIT SHALL BE BROKEN LAST. A NITROGEN BLEED SHALL BE USED DURING ALL SOLDERING AND ANY TIME THE SYSTEM IS OPEN. ALL OPEN LINES SHALL BE CAPPED AND SEALED BEFORE LEAVING THE SITE DURING CONSTRUCTION. PRESSURE TEST FOR LEAKS WITH AN INERT GAS AT TO 245 PSIG. REDO LEAKING JOINTS AND RETEST UNTIL SYSTEM IS TIGHT. EVACUATE ENTIRE SYSTEM TO 200 MICRONS OF MERCURY. CHARGE SYSTEM WITH 25 PSI OF R-22 AND A INERT GAS TO 245 PSI AND RETEST SYSTEM WITH HALIDE LEAK DETECTOR, ALL LEAKING JOINTS MUST BE COMPLETELY RESEALED UNTIL NO LEAKS EXIST. TURN ON CRANK CASE HEATERS 24 HOURS PRIOR TO STARTING COMPRESSOR TO BE SURE ALL REFRIGERANT IS OUT OF THE COMPRESSOR. 3.D. INSULATE THE REFRIGERANT SUCTION LINES AND CONDENSATE LINES ONLY WITH RUBATEX OR ARMSTRONG 1 INCH THICK PIPE INSULATION WITH FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED OF NOT MORE THAN 50 IN ACCORDANCE WITH INDUSTRY STANDARDS. K. TESTING, ADJUSTING, AND BALANCING 1. CONTRACTOR SHALL BALANCE, ADJUST & TEST EQUIPMENT TO PROVIDE DESIGN AIR QUANTITIES AND ASSURE PROPER OPERATION OF SYSTEMS. CONTRACTOR SHALL SUBMIT COPIES OF BALANCE/TEST REPORT TO OWNER FOR REVIEW PRIOR TO COMPLETION OF PROJECT. IF A CERTIFIED TEST AND BALANCE REPORT IS REQUIRED BY LANDLORD, CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS WITH LANDLORD AND LOCAL AUTHORITY CTION CONTRACT CT WITH AN PP STING AND HAVING JURISDICTION, T DIRECTLY APPROVED TESTING BALANCING AGENCY, AND PROVIDE COMPLETE REPORT TO OWNER AND LANDLORD. 2. IF REQUIRED BY THE LANDLORD OR THE LOCAL AUTHORITY HAVING JURISDICTION THE BALANCE REPORT SHALL BE ON THE AABC NATIONAL STANDARD REPORT FORMS OR THE NEBB CERTIFIED REPORT FORMS AS PUBLISHED IN THEIR MOST CURRENT EDITIONS AND SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION: 2.A. AABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR. 2.8. COPY OF A CERTIFICATE OF CONFORMANCE WITH NATIONAL STANDARDS FOR THIS PROJECT. 2.C. INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. 2.D. MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED. AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS MEASURED BY PITOT TUBE DUCT TRAVERSE AT THE UNIT. 2.E. MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE READINGS FOR EACH LEG. 2.17. MOTOR AND FAN RPMS, SHEAVE SIZES AND BELT SIZES. 2.G. OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AND VOLUMES SHALL BE MEASURED AT FULL COOLING WITH MINIMUM OUTSIDE AIR. RETURN/RELIEF/SMOKE EVACUATION AIRFLOW SHALL BE BALANCED AND MEASUREMENTS RECORDED BY PITOT DUCT TRAVERSE AT FULL ECONOMIZER AND POWER EXHAUST. 2.H. MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. 2.1. FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE DUCTED). 2.J. INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS. ALSO INDICATE IF DIFFUSER IS 3-WAY OR 2-WAY. 2.K. FINAL BALANCED GPM AT ALL UNITS FOR CHILLED/HOT/CONDENSER WATER WHEN APPLICABLE. 21. CHILLED/HOT/CONDENSER ENTERING AND LEAVING WATER TEMPERATURES WHEN APPLICABLE. 2.M. PRESSURE DROP THROUGH COILS AND CONTROL VALVES WHEN APPLICABLE. 3. IF REQUIRED BY THE LANDLORD OR THE LOCAL AUTHORITY HAVING JURISDICTION THE GENERAL CONTRACTOR SHALL ARRANGE FOR THE TEST AND BALANCE A MINIMUM OF TWO WEEKS PRIOR TO THE REQUIRED DATE AFTER RETURNING TABC'S "START UP CHECK LIST'. ALL WORK SHALL BE COMPLETED PRIOR TO SCHEDULING AIR BALANCE. IN ADDITION, THE BALANCE CONTRACTOR WILL INSPECT AND PREPARE A FINAL PUNCH LIST. THE HVAC CONTRACTOR SHALL REPAIR OR REPLACE ANY DEFECTIVE MATERIALS, EQUIPMENT OR WORKMANSHIP PRIOR TO TENANT'S FINAL WALK THRU AND BEFORE FINAL PAYMENT WILL BE MADE. 4. FOUR COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED TO TENANT AND FOUR COPIES TO THE LANDLORD FOR APPROVAL. 5. OPERATION AND MAINTENANCE DOCUMENTATION MUST BE PROVIDED TO THE OWNER THAT INCLUDES AT LEAST THE FOLLOWING INFORMATION: 5.A. EQUIPMENT CAPACITY (INPUT AND OUTPUT) AND REQUIRED MAINTENANCE ACTIONS. 5.B. EQUIPMENT OPERATION AND MAINTENANCE MANUALS. 5.C. HVAC SYSTEM CONTROL MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS, SCHEMATICS, AND CONTROL SEQUENCE DESCRIPTIONS; DESIRED OR FIELD -DETERMINED SET POINTS MUST BE PERMANENTLY RECORDED ON CONTROL DRAWINGS, AT CONTROL DEVICES, OR, FOR DIGITAL CONTROL SYSTEMS, IN PROGRAMMING COMMENTS. 5.D. COMPLETE NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE. ALL PIPING SHALL WITHSTAND AIR PRESSURE TESTING PER GOVERNING PLUMBING CODE. C`z `,, "e-: p 1j1.,,1 Y N. L J Z `13 P=,':i,,3iT TENTER I BRUCE M. w", CARLSON architecture " planning • interior design BRUCE M. CARLSON ARCHITECT, PLLC 800 WASHINGTON AVE. N., SUITE 208 MINNEAPOLIS, MN 55401-1148 PHONE: (612) 547-1300 FAX: (612) 547-1301 CONTACT: MINDY KRESA torrid®cmarch.com 5722 CONSULTANTS: P.4 I AN DUNHAM DUNHAM 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612,465.7550 FAx 612.465.7551 WEs dunhameng.com mechanical + electrical consulting engineering sin PARKWAY SUPER CENTER 17580 SOUTNCENTER PKWY TUKWILA, WA 98188 SPACE #21 STRIPt CENTS .mot, ANDED ;,uivi LIANL, APPROVED City of Tukwila BUILDING DIVISION SHEET TITLE: MECHANICAL SPECIFICATIONS REVISIONS LOG ORIGINAL ISSUE: 04/25/19 NO: DATE: BY: 16000 - GENERAL PROVISIONS 0.01 PERFORMANCE: ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORK SPECIFIED, INDICATED AND REQUIRED UNLESS NOTED, INCLUDING FINAL CONNECTIONS, IN A WORKMANLIKE MANNER USING WORKERS SKILLED AND EXPERIENCED IN THE THE TRADE. 0.02 SITE EXAMINATION: EXAMINE SITE BEFORE BIDDING. CLAIMS FOR EXTRAS RESULTING FROM LACK OF KNOWLEDGE OF SITE CONDITIONS SHALL NOT BE ALLOWED OR APPROVED. 0.03 JOB SITE CONDITIONS: ACCEPT SOLE AND COMPLETE RESPONSIBILITY FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF WORK. 0.04 FULL FUNCTION: PROVIDE ALL MINOR ITEMS NECESSARY FOR COMPLETE AND FULLY FUNCTIONAL INSTALLATION. 0.05 ADMINISTRATION: PROVIDE EVIDENCE OF LICENSING, BONDING, AND INSURANCE, AND PERFORM OTHER ADMINISTRATIVE FUNCTIONS, AS REQUIRED. 0.06 PERMITS: PROCURE AND PAY FOR ALL REQUIRED PERMITS AND SERVICE CHARGES. 0.07 COORDINATION: CONFIRM TO GENERAL CONSTRUCTION CONTRACT DOCUMENTS EXCEPT AS MODIFIED HEREIN. REFER ALSO TO STRUCTURAL AND MECHANICAL CONTRACT DOCUMENTS, COORDINATE ALL WORK WITH OTHER TRADES. 0.08 ROOF PENETRATIONS: COORDINATE WITH LANDLORD. 0.09 MECHANICAL SUBSTITUTIONS: INVOICE MECHANICAL CONTRACTOR, NOT TENANT FOR COSTS INCURRED DUE TO SUBSTITUTION OF MECHANICAL EQUIPMENT HAVING ELECTRICAL REQUIREMENTS DIFFERING FROM THOSE INDICATED. 0.10 ADJUSTMENTS: MAKE MINOR ADJUSTMENTS TO WORK WHERE REQUESTED BY TENANT, WHEN SUCH ADJUSTMENTS ARE NECESSARY TO PROPER OPERATION AND WITHIN THE INTENT OF THE CONTRACT. OA 1 REFERENCE STANDARDS: COMPLY WITH NEC, AND APPLICABLE STANDARDS OF NFPA, ANSI, NEMA, AND UL, EXCEPT AS SUPERSEDED BY LOCAL AUTHORITY. CONFORM WITH CONTRACT DOCUMENTS WHERE THEY EXCEED CODE MINIMUM REQUIREMENTS. 0.12 LOCAL REQUIREMENTS: COMPLY WITH THE REQUIREMENTS OF LOCAL CODES, LANDLORD, SERVING UTILITY, AND THE LOCAL AUTHORITY HAVING JURISDICTION. SECURE APPROVAL OF INSTALLATION BY LANDLORD, LOCAL AUTHORITY, AND OTHERS AS REQUIRED. 0.13 SCHEDULE: ORDER EQUIPMENT WITHIN 5 DAYS OF RECEIPT OF CONTRACT TO MAINTAIN CONSTRUCTION SCHEDULE. 0.14 TEMPORARIES: PROVIDE ALL TEMPORARY SERVICE, LIGHTING AND POWER FOR ALL TRADES AS REQUIRED. REMOVE ALL TEMPORARIES BY THE TIME OF PROJECT COMPLETION. 0.15 MATERIALS AND EQUIPMENT: PROVIDE NEW, UL LISTED, COMMERCIAL GRADE MATERIALS, DEVICES, EQUIPMENT, AND FIXTURES, SUITABLE FOR ENVIRONMENT. REUSE EXISTING ONLY WHEN COMPLIANT WITH THE CONTRACT DOCUMENTS, IN GOOD CONDITION, AND APPROVED BY THE ENGINEER. COMPLY WITH CURRENT CODES. 0.16 INSTALLATION: INSTALL ALL MATERIALS, EQUIPMENT AND SYSTEMS IN FULL ACCORD WITH MANUFACTURERS' RECOMMENDATIONS. 0.17 COMMISSIONING: THOROUGHLY TEST AND DEMONSTRATE PROPER OPERATION OF ALL SYSTEMS AND EQUIPMENT FURNISHED OR INSTALLED UNDER THIS CONTRACT, VERIFY PROPER MOTOR ROTATION OF ALL EQUIPMENT. 0.18 0 & M MANUALS: AT COMPLETION OF PROJECT, PROVIDE TO TENANT ALL OPERATING AND MAINTENANCE MANUALS AND INFORMATION FOR MATERIAL EQUIPMENT AND SYSTEMS INSTALLED UNDER THIS CONTRACT. 0.19 CORRECTIVE PERIOD: PROVIDE A CORRECTIVE PERIOD FROM DATE OF FINAL ACCEPTANCE OF NOT LESS THAN ONE (1) YEAR FOR THE ENTIRE INSTALLATION. DURING WHICH PERIOD UNCONDITIONALLY MAKE GOOD ANY DEFECTS IN MATERIALS OR WORKMANSHIP WITHOUT COST TO TENANT. 0.20 DRAWINGS ARE DIAGRAMMATIC: VERIFY ALL DIMENSIONS AND LENGTHS, AND ADJUST EQUIPMENT AND RACEWAY LOCATIONS TO AVOID CONFLICTS AND OTHER CONSTRUCTION. 0.21 DOCUMENT PRIORITY: DRAWING INDICATIONS AND NOTATIONS SUPERSEDE THESE SPECIFICATIONS. 0.22 RATINGS: REFER TO DRAWINGS AND SCHEDULES FOR ADDITIONAL RATINGS AND REQUIREMENTS. 0.23 PROJECT REQUIREMENTS: REFER TO DRAWING FOR PARTICULAR PROJECT REQUIREMENTS, AS NOT ALL ITEMS SPECIFIED MAY BE REQUIRED FOR THIS PROJECT. 0.24 DOCUMENT ERRORS: NOTIFY THE ENGINEER OF ERRORS, DISCREPANCIES OR OMISSIONS BEFORE CONSTRUCTION OR FABRICATION OF AFFECTED WORK, FAILING SUCH NOTICE, BE RESPONSIBLE FOR CORRECTING SAME. 0.25 CERTIFICATION: PROFESSIONAL ENGINEER CERTIFICATION OF THESE DOCUMENTS DOES NOT EXTEND TO STANDARDIZED DESIGN OR INSTALLATION GUIDELINES PREPARED BY OTHERS AND REQUIRED BY A THIRD PARTY TO BE INCLUDED HEREON. 1 0.26 DEFINITIONS: THE TERMS LISTED BELOW ARE DEFINED AS FOLLOWS WHEN USED IN DIVISION 16 AND ONLY DIVISION 16. A. FURNISH: OBTAIN, COORDINATE, SUBMIT THE NECESSARY DRAWINGS, DELIVER TO THE JOB SITE IN NEW CONDITION AND GUARANTEE. B. INSTALL: RECEIVE AT THE JOB SITE, UNLOAD, STORE, SET IN PLACE, CONNECT, PLACE IN OPERATION AND GUARANTEE. C. PROVIDE: FURNISH AND INSTALL. D. REMOVE: REMOVE INSTALLATION BACK TO NEXT REMAINING POINT OF USE. 0.27 IDENTIFICATION AND LABELING: PROVIDE IDENTIFICATION AND NAMEPLATES ON PANELBOARDS, DISCONNECT SWITCHES AND CONTROLS WITHIN THE TENANT SPACE. NAMEPLATES SHALL BE ENGRAVED LAMINATED PLASTIC, WHITE LETTERS ON BLACK BACKGROUND. LETTERS FOR PANELBOARDS AND SWITCHBOARDS SHALL BE 1/4" HIGH. LETTER HEIGHTS FOR ALL OTHER NAMEPLATES SHALL BE 1/8" HIGH. 16100 - MATERIALS 1.01 RACEWAY: CONTINUOUS SYSTEM, 1/2" MINIMUM EMT EXCEPT: 3/4" MINIMUM RNC WITH GROUND CONDUCTOR WHERE EMBEDDED IN CONCRETE OR MASONRY; 3/4" MINIMUM GALVANIZED RMC OR IMC WHERE EXPOSED TO WEATHER (ALSO PERMITTED WHERE EMBEDDED IN CONCRETE OR MASONRY); AND FMC (OR LTFMC IF WET LOCATION) FOR SHORT FINAL CONNECTIONS TO LIGHTING FIXTURES, TRANSFORMERS, AND MECHANICAL EQUIPMENT. 1.02 IG RACEWAY: PROVIDE SEPARATE RACEWAY SYSTEM FOR IG CIRCUITS. 1.03 RACEWAY INSTALLATION: CONCEAL RACEWAY IN FINISHED SPACES. ROUTE SQUARE WITH BUILDING LINES AND SUPPORT PER NEC. DO NOT ATTACH TO OR PENETRATE HVAC DUCTS. MAINTAIN HEADROOM AND EQUIPMENT AND FLUE CLEARANCE. FIRE/SMOKE - SEAL PENETRATIONS OF RATED CONSTRUCTION. 1.04 RACEWAY ADJUSTMENTS: WHERE INDIVIDUAL HOME RUNS ARE SHOWN FOR CLARITY, CIRCUITS MAY BE COMBINED INTO COMMON CONDUITS. CONDUCTORS SIZES SHALL BE INCREASED TO ACCOMMODATE APPROPRIATE CONDUCTOR DERATING FACTORS PER NEC. 1.05 WIRE: TYPE THHN, COPPER ONLY, 12AWG MINIMUM, STRANDED FOR 8 AWG AND LARGER, LV WIRING, FOR EMERGENCY LIGHTING 10AWG MINIMUM. USE OF ALUMINUM CONDUCTORS SHALL NOT BE ALLOWED. 1.06 COLOR CODE: COLOR CODE ENTIRE WIRING SYSTEM FROM SERVICE DISCONNECT OR TRANSFORMER THROUGHOUT ALL BRANCH CIRCUITS AS FOLLOWS: 120/208 Y VOLTS 277/480 Y VOLTS PHASE A BLACK PHA.ZE A O O BROWN B RED B ORANGE C BLUE C YELLOW NEUTRAL WHITE NEUTRAL NATURAL GRAY GROUND GREEN GROUND GREEN 1.07 WIRE SIZE: WHERE WIRES ARE SIZED PER 60 DEG. C TEMPERATURE RATING FOR SIZES UP TO 1 AWG, SUBJECT TO COMPLIANCE WITH EQUIPMENT UL LISTING, AND APPROVAL OF LOCAL AUTHORITY AND ENGINEER, SUCH WIRES MAY BE REDUCED TO 75 DEG. C RATED SIZE, WITH RACEWAY SIZE ADJUSTED ACCORDINGLY. WIRE SIZE PER 90 DEG. C TEMPERATURE RATING IS NOT APPROVED. 1.08 VOLTAGE DROP: FOR CONDUCTORS SIZED PER NEC ON DRAWINGS, INCREASE SIZE BY NUMBER OF STANDARD SIZES SHOWN IN TABLE TO COMPENSATE FOR VOLTAGE DROP. CONTACT ENGINEER FOR ASSISTANCE IF CIRCUIT LENGTH FROM SOURCE TO LOAD EXCEEDS MAXIMUMS SHOWN: INCREASE # CCT VOLTS/PH CCT LENGTH FT. CONDUIT SIZES 120/1 75-150 1 120/1 150-200 2 208/3 OR 277/1 150-200 1 208/3 OR 277/1 200-250 2 1.09 TYPE MC CABLE: MC CABLE EQUIPPED WITH A GREEN INSULATED GROUND PERMITTED FOR BRANCH CIRCUITS IN CONCEALED LOCATIONS ONLY SUBJECT TO APPROVAL OF TENANT, LANDLORD, AND LOCAL AUTHORITY. 1.10 SPLICES: SPLICE ONLY IN ACCESSIBLE JUNCTION BOXES, USING WIRENUT CONNECTORS FOR 8 AWG AND SMALLER, OR MECHANICAL COMPRESSION CONNECTORS WITH INSULATION KIT FOR 6 AWG AND LARGER. 1.11 BOXES: NEMA OS1 IN INTERIOR DRY LOCATIONS, CAST WEATHERPROOF TYPE IN WET LOCATIONS. 1.12 WALL SWITCHES: FED SPEC W-S-896, AC GENERAL USE, 20 AMP, 120-277 VOLT, TOGGLE HANDLE. INSTALL 48" A.F.F TO CENTER. 1.13 WALL RECEPTACLES: FED SPEC W-C-596, NEMA 5-20R CONFIGURATION OR AS REQUIRED. PROVIDE IG (ISOLATED GROUND) AND GFCl/WP (GROUND -FAULT CIRCUIT INTERRUPTER) RECEPTACLES WHERE APPROPRIATE OR INDICATED. INSTALL 18" A.F.F TO CENTER, OR AS INDICATED. SPECIFICATIONS 1.14 WALL PLATES: SMOOTH PLASTIC, WHITE OR CHROME AS INDICATED ON PLANS. 1.15 WALL DEVICE AND PLATE COLOR: WHITE. PROVIDE ORANGE IG RECEPTACLES. 1.16 MANUFACTURED WIRING SYSTEMS: PERMITTED FOR BRANCH CIRCUITS SUBJECT TO APPROVAL OF TENANT, LANDLORD, AND LOCAL AUTHORITY. 1.17 GROUNDING: PROVIDE CONTINUOUS, PERMANENT, AND EFFECTIVE GROUNDING SYSTEM. GROUND SEPARATELY DERIVED SYSTEMS IN ACCORDANCE WITH NEC. M:iStI� ox�191,•,LY1 4.01 DISCONNECT SWITCH: NEMA KS1, GENERAL DUTY, 3-POLE, S/N IF NEUTRAL IS PRESENT. NEMA 3R ENCLOSURE IF OUTDOORS. LOCK -OFF, NON -FUSIBLE UNLESS INDICATED WITH FUSES. 4.02 DRY -TYPE TRANSFORMER: REUSE EXISTING OR PROVIDE NEW PER THE FOLLOWING: NEW NEMA ST20, 480: 208Y120 CONNECTED, 115 DEGREE RISE, KVA RATING AS INDICATED. INSTALL USING VIBRATION ISOLATORS. FOR JURISDICTIONS WITH REQUIREMENTS FOR ENERGY EFFICIENT TRANSFORMERS, PROVIDE NEMA TYPE-TP1, 150' RISE. 4.03 PANELBOARDS: REUSE EXISTING IF APPLICABLE AND STILL MEETS CODE REQUIREMENTS OR PROVIDE NEW PER THE FOLLOWING: NEMA PB1 AS SCHEDULED, 20" WIDE SECTION, BUSSING AS INDICATED. PROVIDE TYPEWRITTEN BRANCH CIRCUIT DIRECTORY. LOAD CENTERS ARE NOT APPROVED. ALL COMBINATIONS OF EQUIPMENT AND MAIN/BRANCH OVERCURRENT PROTECTION SHALL BE FULLY RATED AIC. 4.04 CIRCUIT BREAKERS: NEMA A81 AS SCHEDULED, BOLT -ON, CENTER TRIP, SWD IF SINGLE POLE, COMMON TRIP IF MULTI -POLE, HACR IF REQUIRED BY LOAD. MATCH EXISTING EQUIPMENT, 4.05 FUSES: UL CLASS J. WHEN FUSING EXISTING EQUIPMENT, FUSES SHALL BE CURRENT LIMITING AND MATCH EXISTING FUSE MANUFACTURER. PROVIDE 3 SPARE OF EACH SIZE AND TYPE INSTALLED. 4.06 MAGNETIC MOTOR STARTER: NEMA ICS2, FVNR, SIZE PER MOTOR REQUIREMENTS BUT SIZE 0 MINIMUM, NEMA 3R ENCLOSURE IF OUTDOORS. PROVIDE CLASS 20 HEATERS PER ACTUAL MOTOR NAMEPLATE DATA. PROVIDE 120VAC OR 24VAC FUSED CONTROL CIRCUIT AS REQUIRED. 4.07 MANUAL MOTOR STARTER: NEMA RATED, FHP, SINGLE SPEED, TOGGLE OPERATED, MANUAL RESET OVERLOAD, NEMA 1 ENCLOSURE, 5.01 TENANT FURNISHED EQUIPMENT: FOR LIGHT FIXTURES AND AUXILIARY ITEMS SCHEDULED AS FURNISHED BY TENANT, RECEIVE, PROTECT, INSTALL, CLEAN, AND LAMP LIGHT FIXTURES AS SCHEDULED, OR EQUAL. 5.02 CONTRACTOR FURNISHED EQUIPMENT: FOR LIGHT FIXTURES SCHEDULED AS FURNISHED BY CONTRACTOR, FURNISH AND INSTALL COMPLETE, OR APPROVED EQUAL. 5.03 ACCESSORIES: PROVIDE ACCESSORIES, INCIDENTAL MATERIALS, AND MOUNTING HARDWARE AS REQUIRED. 5.04 LOCATION: REFER ALSO TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING DETAILS. 5.05 INSTALLATION: PROPERLY INSTALL AND SUPPORT ALL FIXTURES PLUMB AND TRUE, AND FREE OF LIGHT LEAKS. CONFORM TO MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY PRACTICE. LEAVE PROTECTIVE FILM IN PLACE ON FIXTURES UNTIL FINAL CLEAN-UP. INSTALL LIGHT FIXTURES IN RATED CEILINGS TO MAINTAIN THE RATING OF CEILING. 5.06 EMERGENCY LIGHTING: PROVIDE AND LOCATE EMERGENCY LIGHTING TO MEET LOCAL REQUIREMENTS. 5.07 FLUORESCENT FIXTURES: IF FURNISHED BY CONTRACTOR, PROVIDE ELECTRONIC HPF, RAPID -START, PARALLEL LAMP OPERATION, CBM, TYPE 1, CLASS P, SOUND RATED A, THD<20%, CCF<1.5, NAECA COMPLIANT WHERE APPLICABLE, ENERGY SAVING BALLASTS. 5.06 RECESSED INCANDESCENT FIXTURES: IF FURNISHED BY CONTRACTOR, PROVIDE FMC AND 150 DEGREE C FIXTURE WIRE FROM LAMP HOUSING TO INDEPENDENT BRANCH CIRCUIT OUTLET BOX. 5.09 HID FIXTURES: IF FURNISHED BY CONTRACTOR, PROVIDE ANSI C82.4 COMPLIANT, HPF, ENCAPSULATED BALLASTS, ADVANCE SERIES 736 OR EQUAL. 5.10 FINAL ADJUSTMENT AFTER TRADE FIXTURES ARE INSTALLED BY OTHERS: CLEAN ALL LIGHTING FIXTURES, REPLACE ALL EXPIRED LAMPS, AND ADJUST DIRECTIONAL LIGHTING AS DIRECTED BY TENANT AND ARCHITECT. 5.11 SIGN DISCONNECT: PROVIDE DISCONNECT SWITCH IN ACCESSIBLE CEILING SPACE FOR STORE SIGN AND MAKE FINAL CONNECTION. VERIFY LOCATION IN FIELD. SIGN FURNISHED AND INSTALLED BY OTHERS. COORDINATE ALL REQUIREMENTS PRIOR TO BID. 16700 - SYSTEMS 7.01 DATA SYSTEM ROUGH -IN: PROVIDE DEDICATED CONTINUOUS 3/4" MINIMUM EMT RACEWAY SYSTEM WITH PULL WIRE FROM DATA SYSTEM EQUIPMENT LOCATION TO ALL DATA SYSTEM OUTLETS. FOR NON -PLENUM ACCESSIBLE CEILING SPACES, AND WHERE APPROVED BY TENANT, LANDLORD, AND LOCAL AUTHORITY, BUSHED RACEWAY STUBS FROM OUTLET BOXES TO CEILING SPACE ARE PERMITTED IN LIEU OF CONTINUOUS SYSTEM OR AS NOTED. FOR WALL OUTLETS, PROVIDE 4" SQUARE OUTLET BOX WITH SINGLE GANG ADAPTER RING AND BLANK PLATE. FOR FLOOR OUTLET PROVIDE FLOOR BOX AS ELSEWHERE SPECIFIED AND BLANK PLATE. 7.02 TELEPHONE SYSTEM ROUGH -IN: PROVIDE DEDICATED CONTINUOUS 3/4 MINIMUM EMT RACEWAY SYSTEM WITH PULL WIRE FROM LANDLORD STUB -IN TO BACKBOARD AND FROM BACKBOARD TO ALL TELEPHONE OUTLETS. FOR NON -PLENUM ACCESSIBLE CEILING SPACES, AND WHERE APPROVED BY TENANT, LANDLORD, AND LOCAL AUTHORITY, BUSHED RACEWAY STUBS FROM OUTLET BOXES TO CEILING SPACE ARE PERMITTED IN LIEU OF CONTINUOUS SYSTEM OR AS NOTED. FOR WALL OUTLETS, PROVIDE 4" SQUARE OUTLET BOX WITH SINGLE GANG ADAPTER RING AND TELEPHONE PLATE FOR FLOOR OUTLET, PROVIDE FLOOR BOX AS ELSEWHERE SPECIFIED AND TELEPHONE PLATE. PROVIDE 3/4" FIRE -TREATED PLYWOOD BACKBOARD OF SIZE REQUIRED FOR TELEPHONE EQUIPMENT. PROMPTLY NOTIFY TENANT WHEN ROUGH -IN INSTALLATION IS COMPLETE. THE FOLLOWING REQUIREMENTS APPLY TO THE PHONE AND DATA INSTALLATION AND CONSTRUCTION PROCESS. 1. CONDUIT MUST BE INSTALLED AND FIRE RATED CAULKING/SEALANT USED AT THE POINT WHERE THE LINE CROSSES THE DEMISING PARTITION AND ENTERS INTO THE SERVICE CORRIDOR (WHICH ARE RATED FOR LIFE SAFETY). THIS IS A REQUIREMENT OF THE FIRE MARSHALL. FOR CONSISTENCY, CONDUIT WILL BE USED ABOVE THE TENANT SPACE, AND THROUGHOUT THE SPACE. CONDUIT IS LIMITED TO 2" DIAMETER FOR PHONE/DATA LINES. 7.03 SECURITY SYSTEM ROUGH -IN: PROVIDE CONTINUOUS RACEWAY SYSTEM WITH PULL WIRE AS INDICATED FOR INSTALLATION OF SECURITY SYSTEMS BY OTHERS. 1, : Ev'r _�, rt OE COMPLIANCE APP IO'VED JUN Q 5 y 3 City of Tukwila BUILDING DIVISION C;E! _ C r C's' 0`s U K Vv 1A PPr'!u T CENTER � h l �iq { * t CONSULTANTS: DUNHAM DUNHAM 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402-1540 PHONE 612.465,7550 FAX 612.465.7551 WES dunhameng.com mechanical + electrical consulting engineering SEAL: i� SHEET TITLE: ELECTRICAL SPECIFICATIONS REVISIONS LOG ORIGINAL ISSUE: 04/25/19 NO: DATE: BY: PROJECT NO: 0420732-001 DRAWN BY. RB COPYRIGHT BRUCE M. CARLSON ARCHITECT, PLLC 2019