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Home My WebLink AboutPermit D17-0222 - LIDS - REMODEL AND NEW STOREFRONTLIDS 990 SOUTHCENTER MALL D17-0222 Parcel No: Address: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 9202470010 990 SOUTHCENTER MALL Project Name: LIDS Permit Number: D17-0222 Issue Date: 10/9/2017 Permit Expires On: 4/7/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: LIDS GENESCO WESTFIELD PROPERTY TAX DEPT. PO BOX 130940 , CARLSBAD, WA, 92013 KEVIN WEARE 4000 DELRIDGE WAY SW, STE 300 , SEATTLE, WA, 98106 NATIONAL SERVICES LLC 315 TRANE DR , KNOXVILLE, TN, 37919 NATIONSL8430B Address: 7555 WOODLAND DR, INDIANAPOLIS, IN, 46278 Phone: (206) 795-2629 Phone: Expiration Date: 9/6/2018 DESCRIPTION OF WORK: REMODEL OF EXISTING SPACE. DEMO INTERIOR FIXTURES, DEMO SALES/STOCK WALL, NEW STOREFRONT, NEW INTERIOR WALLS, NEW FIXTURES/FINISHES, NEW MECHANICAL EQUIPMENT AND MODIFIED ELECTRICAL EQUIPMENT. Project Valuation: $150,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $3,362.56 Occupancy per IBC: M Water District: TUKWILA Sewer District: TUKWILA 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 Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit. Center Authorized Signature:pi Date: 10 �n 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 of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit anagre to the con 'tions attached to this permit. Signature: Print Name: ? " 672--/* Date: A:5,7 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: 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. 3: 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. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 7: 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. 0 0 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 9: Special inspection for sprayed fire-resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire -resistance design as designated in the approved construction documents. 10: 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. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: 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. 13: 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). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 15: 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. 16: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 20: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 17: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 18: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 19: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 21: Maintain fire extinguisher coverage throughout. 22: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 23: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automaticallytretracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) o 0 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 26: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1018.1) 30: 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 be done in accordance with applicable standards. (IFC 901.4) 28: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 27: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 31: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 33: 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 #2437) 32: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 35: 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. 36: Post address on storefront per approved Westfield standards. 29: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 38: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 4046 SI-EPDXY/EXP CONC 0406 SUSPENDED CEILING CITY OF TUJ ILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building P Project No. mit No. Dri'0V1f)' Date Application Accepted: Date Application Expires: (For o 9,1111s‘ ce use onh CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: g01O 2Southcenter Mall Space 446 Tukwila, WALI King Co Assessor's Tax No.: Tenant Name: Lids Suite Number: 444 PROPERTY OWNER Name: Westfield Address: 4905 Old Orchard Center, Suite 060 Cit': Skokie State: IL Zip: 60077 CONTACT PERSON — person receiving all project communication Name: Kevin Weare Address: 4000 Delridge Way SW, Suite 300 Cit': Seattle State: WA Zip: 98106 Phone: (206) 795-2629 Fax: Email: kevincds@columbia-sentinel.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Company Name: Sargenti Architects City: 1r1Kv0Aro I(s State: INC. ZipAto 7g Architect Name: Robert Sargenti Address: Address: 461 From Road, Second Floor City: Paramus State: NJ City: State: 582-4087 Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: Floor: ❑ Yes ..No ARCHITECT OF RECORD Name: k G-,erIe 5Go Company Name: Sargenti Architects City: 1r1Kv0Aro I(s State: INC. ZipAto 7g Architect Name: Robert Sargenti Address: 461 From Road, Second Floor City: Paramus State: NJ Zip: 07652 Phone: (973) 253-9393 Fax: 582-4087 Email: rsargenti@sargarch.com ENGINEER OF RECORD Name: k G-,erIe 5Go Company Name: MPW Engineering City: 1r1Kv0Aro I(s State: INC. ZipAto 7g Engineer Name: Scott C. Webb Address: 110 W. 7th Street, Suite 600 Cit': Tulsa State: OK Zip: 74119 Phone: (918) 925-3012 Fax: (918) 582-4087 Email: scott@mpwengineering.com LENDER/BOND ISSUED (required for projects $5,000 or greater ,per RCW 19.27.095) Name: k G-,erIe 5Go Address: 755s v1/4i001)4,4) ..t,r City: 1r1Kv0Aro I(s State: INC. ZipAto 7g Page 1 of 4 BUILDING PERMIT INFORMATT,'- \— 206-431-3670 Valuation of Project (contractor's bid price): $ 150,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Remodel of an existing space. Demolition of interior fixtures, demolition of the sales/ stock wall, new storefront, new interior walls, new fixtures/ finishes, new mechanical equipment and modified electrical equipment. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? • 0 Yes 0 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. , H:\Applicat ions \ Forms -Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.doca Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 s' Floor 947 947 M 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport 1 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? 0 Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? • 0 Yes 0 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. , H:\Applicat ions \ Forms -Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.doca Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFMATION — 206-433-0179 Scope of Work (please provide detailed information): Remodel of an existing space. Demolition of interior fixtures, demolition of the sales/ stock wall, new storefront, new interior walls, new fixtures/ finishes, new mechanical equipment and modified electrical equipment. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ..• .Tukwila ❑...Water District #125 0 ...Water Availability Provided Sewer District ..• .Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View 0 .. 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): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report 0 ...Bond ❑ .. Insurance 0 .. Easement(s) - 0 .. Maintenance Agreement(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 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements O ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water O ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. 0 ...Water Only Meter Size 0 ...Sewer Main Extension Public 0 ❑ ...Water Main Extension Public 0 ❑ ...Traffic Impact Analysis O ...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 ❑ .. Abandon Septic Tank 0 .. Curb Cut 0 .. Pavement Cut 0 .. Looped Fire Line >t >f 99 39 39 0 .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding wo # wo # WO # ❑...Deduct Water Meter Size Private 0 Private 0 19 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City Water Meter Refund/Billing: Name: Mailing Address: State Zip Day Telephone: City Statc Zip H:\Applications\Forts-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docs Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES 0 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This' figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW D AGENT: Signature: Print Name: ka v/N WeAae C Dti 455e6, Mailing Address: 00o Dal-faa.046 w - b4J s 00 Date: S1/451/ Day Telephone: 204 7/5 ..102 7 /_ 1t/o City H:\Applications\Forms-Applications On Line \2011 Applications \Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh State Zip Page 4 of 4 DESCRIPTIONS PermitTRAK ACCOUNT 1 QUANTITY PAID $2,078.60 D17-0222 Address: 990 SOUTHCENTER MALL Apn: 9202470010 $2,078.60 DEVELOPMENT $1,979.83 PERMIT FEE R000.322.100.00.00 0.00 $1,975.33 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $98.77 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12517 R000.322.900.04.00 0.00 $98.77 v $2,078.60 Date Paid: Monday, October 09, 2017 Paid By: NATIONAL SERVICES Pay Method: CHECK 6643 Printed: Monday, October 09, 2017 8:49 AM 1 of 1 critiffinIVSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT QUANTITY PAID $1,487.62 D17-0222 Address: 990 SOUTHCENTER MALL Apn: 9202470010 $1,283.96 DEVELOPMENT $1,283.96 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,283.96 EL17-0631 Address: 990 SOUTHCENTER MALL Apn: 9202470010 $114.43. ELECTRICAL $114.43 PLAN CHECK FEE R000.345.832.00.00 0.00 $114.43 M17-0111 Address: Apn: $89.23 MECHANICAL $89.23 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R12137 R000.322.102.00.00 0.00 ` $89.23 $1,487.62 Date Paid: Tuesday, August 15, 2017 Paid By: KEVIN WEARE Pay Method: CHECK 1891 Printed: Tuesday, August 15, 2017 1:17 PM 1 of 1 SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit Permit Inspection Request Line (206) 438-9350 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 (206) 431-367 Project: Type of Inspection: Address: q CIO S OTtfeCIUT R MALL Date Called: - Special Instructions: BML D NGG F,N,1L Date Wanted: %-29-/7 a.m. p.m. Requester: Gi+UGK Phone No: Approved per applicable codes. I Corrections required prior to approval. COMMENTS: 5i1)a:, \t& �iIXF�L- Inspector: 4X -f - Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D/7_02.2 Project: L/D' Type of Inspection: Address: ) SD!%I% eesv J%'�'tz-- Date Called: Special Instructions: Date Wanted:J // ?-/ 7. a.m. p.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: ok x.53 CIL/V 6- o¢<-/AlC- ��- -/f RD Inspector: Date: /1--rid,/7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit t)t ,1Z22 m � - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type (( b$ Sprinklers: Fire Alarm: of Inspection: .)-ntom— L( tfr 7fJA) Address:.Contact Suite#: (ii S&L - Person: ' Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: e -n. 1461/17/A/67 pose V Y Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 5 Z Date: (f /7g'%jam Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: .Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 INSPECTION RECORD Retain a copy with permit 'V4 -- C 222 ,l7--nt1 I f NUMBERS PERMIT NUMBERS Project: Sprinklers: Fire Alarm: Type of Inspection: Address:Contact Suite #: / g Z� � hi '9-z - Person: t Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: f;4q- -6,N1P-1.-- 6 --41 ,e -)1A -Fv- Lt4. i- iv `r V �'— 0 / T/ CI z_ L-16) 1-(77,-/ el 41)0 StiNR-4E" 70 'r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: t" . 5-4- Date: f( j9 hq-- Hrs.: f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Ori - Ori -/7-- r PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: L(D� Sprinklers: rt'` Fire Alarm: Type of Inspection _ Address: %A SuiteC/ \#: l cy�� c Contact Person: Special Instructions: Occupancy Type: Phone No.: RC Approved per applicable codes. Corrections required prior to approval. COMMENTS: k 1 C eAJ Needs Shift Inspection: Sprinklers: rt'` Fire Alarm: V -1i'`, Hood & Duct: Monitor: c Pre -Fire: Permits: Occupancy Type: Inspector: ca._.- Date: 1 f fad --- Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 FILE August 11, 2017 Mr. Wesley Short Sargenti Architects 461 From Road Paramus, NJ 07652 Re: Southcenter Mall—Lids Tukwila, WA (Sargenti #1998-17) Dear Wesley: Attached please find calculation sheets 1 through 9, dated August 11, 2017, which verify the structural adequacy of the interior storefront framing, as shown on sheets S0.1 to 54.0 dated August 11, 2017. Design is based on the requirements of the Washington State Building Code, which is based on the 2015 International Building Code (IBC). If you have any questions or need further information, please call me. Travis C. Smith TCS/bd Attachments .REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2017 City of Tula BUILDING DIVIS(.Oa 2017-08-11 Southcenter Mall—Lids Calc Letter_10021700876.doc R CEIVED CITY GOF TUKWILA 111 SW Fifth Avenue, Suite 2500 Portland, OR 97204 503 227-3251 kpff.comDr', AUG 1 5 2017 PERMIT CENTER KFzFF Consulting Engineers Storefront Design Dead: Metal Stud Framing = Gyp. = Lights = Misc = Total DL = Wind: Seismic: SDS = ap = Wp Rp = 1= Project: Lids Job No.10021700876 Location: Tukwila, WA Loading 2 7` -71 psf psf psf psf psf psf (Interior) psf Per USGS Fp = 0.4 x ap x SDS x Wp [1 + 2(z/h)] (ASCE 7-10, Ch 13) (Rp/I) x 1.4 Fp = Storefront Design.xlsx 2.3 psf (ASD) Printed: 8/11/2017 Page 1 1 8/11/2017 Design Maps Summary Report EMS Design Maps Summary Report User -Specified Input Report Title Lids-Southcenter Fri August 11, 2017. 14:50:03 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.4626°N, 122.25597°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output Ss = 1.458 g S1 = 0.544 g SMS = 1.458 g SM1 = 0.816 g Sp$ = 0.972 g Sol = 0.544 g For information on how the SS and SI. values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. DLs-ike aLayeS% Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge, https://earthquake. usgs.gov/cn2/designmaps/us/summary.php?template=minimal&latitude=47.46260094893753&longitude=-122.25596508811584&sit... 1/1 KPFF Consulting Engineers Storefront Design Glazing Header: Length = Trib Width = Dead Load = Dist. Load = Glazing Header Horizontal .._....... ....�., Length = Trib Width = Wind Load = Dist. Load = Post: Storefront Design.xlsx Project: Lids Job No.10021700876 Location: Tukwila, WA Headers ft ft 7 psf Ref. Loading plf DL* Trib Width 31.5 ft ft 5 psf Ref. Loading plf DL* Trib Width 35 Reference Attached LGBeamer Printouts for Design of Headers Post Height = Trib Area = Dead Load = Dist. Load = 875 ft 66.4 ft2 Header Area 7 psf Ref. Loading. lbs DL* Trib Area 465 Reference Attached LGBeamer Printout for. Design of Post 3 Printed: 8/11/2017 Page 2 2007 NASPEC [AISI S100] Project: Lids Model: Glazing Header Horizontal Date: 8/11/2017 R1 14.75 ft Section : (2) 362T150-54 Boxed Track (X -X Axis) Maxo = 1623.9 Ft -Lb Moment of Inertia, I = 1.469 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Span Center Span Mmax Mmax/ Ft -Lb Maxo 951.8 0.586 Combined Bending and Web Crippling Reaction or Load Pt Load R1 R2 Combined Bending Reaction or Pt Load R1 R2 P(Ib) 258.1 258.1 and Shear Vmax (Ib) 258.1 258.1 Mpos Ft -Lb 951.8 Brng (in) 1.00 1.00 Mmax (Ft -Lb) 0.0 0.0 Bracing (in) Full Pa (Ib) 975.5 975.5 Va Factor. 1.00 1.00 Pn (Ib) 1756.0 1756.0 R2 Fy = 50.0 ksi Va = 6743.1 Ib Ma(Brc) Mpos/ Ft -Lb Ma(Brc) 1623.9 0.586 Mmax (Ft -Lb) 0.0 0.0 VNa 0.04 ' 0.04 M/Ma •0.00 0.00 Deflection (in) Ratio 0.860 L/206 Intr. Value 0.13 0.13 Intr. Unstiffen 0.00 0.00 Stiffen Req'd ? No No Intr. Stiffen NA NA 2007 NASPEC [AISI S1001 Project: Lids Model: Glazing Header Date: 8/11/2017 R1 14.75 ft • Section : (2) 600S162-54 Boxed C Stud (X -X Axis) Maxo = 5054.2 Ft -Lb Moment of Inertia,'I = 5.721 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Ft -Lb 856.6 Span. Center Span Combined Bending and Reaction or Pt Load R1 R2 Mmax/ Maxo 0.169 Web Crippling Load P(Ib) 232.3 232.3 Combined Bending and Shear Reaction or. Pt Load R1 R2 Vmax (Ib) 232.3 232.3 Mpos Ft -Lb 856.6 Brng (in) 1.00 1.00 Mmax (Ft -Lb) 0.0 0.0 Bracing (in) Full Pa (Ib) 1197.9 197.9 Va Factor 1.00 1.00 Pn (Ib) 2096.3 2096.3 Ma(Brc) Ft -Lb 5054.2 V/Va 0.04 0.04 Mmax (Ft -Lb) 0.0 0.0 R2 Fy = 50.0 ksi Va = 5645.8 Ib Mpos/ Ma(Brc) 0.169. M/Ma 0.00 0.00 Deflection (in) Ratio 0.199 L/890 Intr. Value 0.10 0.10 Intr. Unstiffen 0.00 0.00 Stiffen Req'd ? No No Intr. Stiffen NA NA 2007 NASPEC [AISI S100] Project: Lids Date: 8/11/2017 Model: Post P1 R1 R2 16.50 ft Point Loads P1 Load(Ib) 258 X-Dist.(ft) 12.88 Section : (2) 362S162-43 Boxed C Stud (X -X Axis) Maxo = 1224.0 Ft -Lb Moment of Inertia, 1= 1.420 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 33.0 ksi Va = 3478.2 Ib Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span, Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 729.8 0.596 729.8 Full 1224.0 0.596. 0.626 L/316 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ib) (Ft -Lb) Value Req'd ? R1 56.7 1.00 553.5 968.6 0.0 0.05 No R2 201.3 1.00 553.5. 968.6 0.0 0.19 No P1 258.0 1.50 1241.3 2048.2 729.5 0.47 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. . Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M/Ma Unstiffen Stiffen R1 56.7 0.0 1.00 0.02 0.00 0.00 NA R2 201.3 0.0 1.00 0.06 0.00 0.00 NA P1 201.3 729.5 1.00 0.06 0.60 0.36 NA Combined Bending and Axial Load Axial Ld Bracing (in) Max K -phi Lm Brac Allow Ld Intr. Span (Ib) KyLy KtLt KL/r (in-lb/in) (in) (Ib) P/Pa Value Center Span 465.0 (c) None None 160 0.0 0.0 3018.7.(c) 0.15 0.81 Member Interconnection Spacing = 12.00 in See NASPEC C4.5 foradd'nl interconnection requirements KRFF Consulting Engineers Storefront Design Kicker Design: Lateral Load = Glazing Height = Soffit Height Trib Height = Brace Spacing = Lateral Load = Brace Load = Height of Brace = Unbraced Length = Project: Lids Location: Tukwila, WA Bracing 5 ,875'. 0833' psf ft ft 7.5208 ft Oft 150.416 lbs lbs ft ft 213 1:i 2.3 Job No.10021700876 y Ref. Loading Glazing Height/2 + Soffit Load*Trib*Spacing Lateral Load*sqrt(2) Dist.Top of Soffit to Structure Height*sgrt(2). Reference Attached LGBeamer Printout for Design of Header Connections Header To Post: Max Load = Screw Capacity = Number of Screws Conn. Capacity = DCR Brace Connection To Structure: Max Load = Screw Capacity = Number of. Screws Conn. Capacity = DCR = Storefront, Design.xlsx 258 lbs 263 lbs/screw 4 screws 1052 lbs 0.245 <1.0 OK 213 lbs lbs/screw 2 screws lbs_ 0.404 <1.0 OK 4263 526 Ref. Header #10 Screw Per SSMA # Screws * Capacity Max Load/Capacity Ref. Kicker #10 Screw Per SSMA # Screws * Capacity Max Load/Capacity Printed: 8/11/2017 Page 3 2007 NASPEC [AISI S100] Project: Lids Date: 8/11/2017 Model: Kicker R1 R2 2.50ft Section : 362S162-33 Single C Stud (X -X Axis) Maxo = 440.9 Ft -Lb Moment of Inertia, I = 0.551 in"4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 33.0 ksi Va = 1023.6 Ib Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) ' Ratio Center Span 0.0 0.000 0.0 Full 440.9 0.000 0.000 L/0 Distortional Buckling Check K -phi Lm Brac Ma -d Mmax/ Span Ib-in/in (in) Ft -Lb Ma -d Center Span 0.00 30.0 452.4 0.000 Combined Bending and Web Crippling Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) . (Ib) (Ft -Lb) Value Req'd ? R1 0.0 1.00 165.2 289.1 ' 0.0 0.00 No R2 0.0 1.00 165.2 289.1 0.0 0.00 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M/Ma Unstiffen Stiffen R1 0.0 0.0 1.00 0.00 0.00 0.00 NA R2 0.0 0.0 1.00 0.00 0.00 0.00 NA Combined Bending and Axial Load Axial Ld Bracing (in) Max K -phi Lm Brac Allow Ld Intr. Span (Ib) KyLy KtLt KL/r (in-lb/in) (in) (Ib) . P/Pa Value Center Span 213.0 (c) None None. 49 0.0 30.0 2838.4 (c) 0.08 0.08 Portland, Oregon Protect 1 -o-) B Location '4/14 Date Shee Client40- GAL rr Revised Date Job No. Inj l t i©s l Pi C� i 0 , x%6t=G. -d ,11 ' 0,3 S_p L,-51, 2 1f65_L0 111/111111 ,57)0 114i2J 1/41T-5fiLS To,/l-- �� rrryy 1111111111111111111 _i. A HERMIT COORD COPY C PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0222 DATE: 08/16/17 PROJECT NAME: LIDS SITE ADDRESS: 990 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: OW -17 Building Division Public Wor s Avol /did C 9-A8-17 M ") 10( Planning Division Fire Prevention Structural 171 El Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 08/17/17 Structural Review Required DATE: El APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: ❑ Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 09/14/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 NATIONAL SERVICES LLC Horne Espahol Contact Safety & Health Washington State Department of IL Labor & Industries IM) Search L&I A-ZIndes 11 Page 1 of 2 • My L&I Claims & Insurance Workplace Rights Trades & Licensing NATIONAL SERVICES LLC Owner or tradesperson Principals SMITH, CAROLYN VENABLE, PARTNER/MEMBER SMITH, DEAN MADDEN, PARTNER/MEMBER SMITH, ELIZABETH GROVES, PARTNER/MEMBER SMITH, EVAN MICHAEL, PARTNER/MEMBER SMITH, CLAIRE MADDEN, PARTNER/MEMBER Doing business as NATIONAL SERVICES LLC WA UBI No. 603 412 788 315 TRANE DRIVE KNOXVILLE, TN 37919 865-588-1558 Business type Limited Liability Company Governing persons CAROLYN SMITH CLAIRE SMITH; DEAN SMITH; ELIZABETH SMITH; EVAN SMITH; License Verify the contractors active registration / license / certification (depending on trade) and any past violations. C. ..........................._............................._.. Meets current requirements. License specialties GENERAL License no. NATIOSL843OB Effective — expiration 09/06/2016— 09/06/2018 Bond _............ Travelers Cas and Surety Co of America Bond account no. 106581468 $12,000.00 Received by L&I Effective date 09/06/2016 08/29/2016 Expiration date Until Canceled Insurance ........................... Ohio Cas Ins Co $1,000,000.0o Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603412788&LIC=NATIOSL843OB&SAW= 10/9/2017 NATIONAL SERVICES LLC Policy no. BKS57425946 Received by L&I Effective date 09/06/2016 08/01/2016 Expiration date 08/01/2018 Savings ....................... No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 631,697-00 Doing business as NATIONAL SERVICES LLC Estimated workers reported Pending current quarter filing L&I account contact T2 / MATT PEDERSEN (360)902-5476 - Email: PEDM235@Ini.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid ............_........._........................._.................................... No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 ©Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603412788&LIC=NATIOSL843OB&SAW= 10/9/2017 SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 SEPARATE PERMIT REQUIRED FOR: 41,Mdchanical Ly Electrical [Eftilumbing Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. FILE COPY Permit No. 1) Ci ` 02-2-1 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code r ordinance. R of approved Field Copy and 7 Ion ./ s . n� By: Date: 1011(11 City of Tukwila BUILDING DIVISION AREA MAP CODE ANALYSIS LIDS #5102'1 2800 SOUTHCENTER MALL TUKWILA, WA 98188 SPACE # 446 APPLICABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS & DRAWINGS, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE AT THE EXPENSE OF T.G.C., ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: APPLICABLE CODES: BUILDING: MECHANICAL: ELECTRICAL: PLUMBING: ACCESSIBILITY: FIRE: ENERGY: 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2014 NATIONAL ELECTRICAL CODE 2015 UNIFORM PLUMBING CODE ANSI Al 17.1 2009 2015 INTERNATIONAL FIRE CODE 2015 WASHINGTON STATE ENERGY CODE OCCUPANCY: USE GROUP: M - MERCANTILE CONSTRUCTION TYPE: IIB FULLY SPRINKLED CONSTRUCTION: FIRE RESISTANT RATINGS OF STRUCTURAL ELEMENTS (TABLE 5-B) - TENANT SPACE SEPARATIONS 1 HR -COLUMNS 0HR - INTERIOR BEARING WALLS 0 HR - NON-BEARING WALLS WITHIN SPACE 0 HR - BEAMS, GIRDERS, TRUSSES, & ARCHES 0 HR - ROOF/CEILING CONSTRUCTION 0 HR EGRESS: OCCUPANT LOAD: (BASED ON NET S.F.) SALES: 741 SF./30 PER PERSON = 25 PERSONS STOCK/SUPPORT AREA: 206 SF. / 300 S.F. PER PERSON =1 PERSONS TOTAL OCCUPANT LOAD = 26 PERSONS CODE REQUIREMENTS: (CHAPTER 10) MAXIMUM TRAVEL DISTANCE TO EXIT 250 FT. (SPRINKLED BUILDING) MAXIMUM DEAD END CORRIDOR LENGTH 20 FT. MINIMUM CORRIDOR/AISLE WIDTH 36 IN. MINIMUM CLEAR OPENING OF EXIT DOORS 32 IN. TOTAL EGRESS WIDTH REQUIRED: 0.15" PER PERSON X 26 PERSONS = 3.9 INCH PLUMBING CODE: (EXCEPTION 422.2.3) WATER CLOSET REQUIRED: NONE WATER CLOSET PROVIDED: NONE LAVATORY REQUIRED: NONE LAVATORY PROVIDED: NONE DRINKING FOUNTAIN REQUIRED: NONE DRINKING FOUNTAIN PROVIDED: NONE MOP SINK REQUIRED: NONE MOP SINK PROVIDED: NONE KEY PLAN DRAWING INDEX PROJECT DIRECTORY RESPONSIBILITY SCHEDULE _ FURNISH INSTALL GEN. CONT. O p O p REQUIREMENTS 1. PERMITS AND FEES ■■■■■■ II■I ■■■■■■■I •0UDU •DUSpA•I U I0■■■DI ■■■■■■. ■D■.■D■ ■DD ■■.■I 4. TEMPORARY ELECTRIC ■D■■D .■I 5. TEMPORARY ENCLOSURE ■D■■■D■ 6. CLEAN UP ■D■■■D■I 7. BUILDERS RISK INSURANCE ■D■.0■ . WORK 111 .■ ■■■■I 1. DEMOLITION 2. SAW CUT SLAB ■D■D ■.■I ■DUUID I 3. CORE DRILL ■■ ■■■■■ ■■ CONCRETE WORK 1. SAND PAD 2. VAPOR BARRIER 3. REINFORCING FABRIC ■.■■■I �■■�■■■I ■■■DUU• ■■■DIUU 4. CONCRETE SLAB .D.a■D■ 5. POURED CONCRETE ■D��,■ ■D■ 6. FLOOR PATCH ■D■..D■ ■U■.■■■ 1. CONCRETE BLOCK 11.11111111.11111101111■ ■ ■■.■■■ 1. STRUCTURAL STEEL ■■UDUUU 2. METAL STUDS ■■..■.■I ■D:tw■ ■D■ •DUUUDI ■D■■■ mu ■I 3. GRILLE FRAMING ■■■■■■■ 3A. GLASS DOORS FRAMING ■D■■■D■"� 4. REVEAL @ STOREFRONT ■ ■■■D■' CARPENTRY ■■■■■■■ D■0 ■■UU ■l ■■.D■ 000■U0■ UDUI■° U 000I•DU CONTROL ■■■.■■■ ■DI■■D■ ■D■IUDI IDUU■0U ORS /WINDOWS ■■■.■■■ MCINNICIN •UU. ..0 .D■■■D■ • UUU U 2. INSPECTIONS 3. TEMPORARY HEAT 1. GENERAL 2. SITE 3. C0 A. PERMIT FEES & PICKUP B. SIGN PERMIT C. SIGN PLAN CHECK FEE D. OTHER 4. MASONRY 5. METALS LIDS #5102 2800 SOUTHCENTER MALL TUKWILA, WA 98188 SPACE # 446 ARCHITECTURAL T1.0 TITLE SHEET GI.0 SPECIFICATIONS G2.0 SPECIFICATIONS G3.0 SPECIFICATIONS G4.0 SPECIFICATIONS G5.0 SPECIFICATIONS D1.0 DEMOLITION PLAN D2.0 DEMOLITION REFLECTED CEILING PLAN A1.0 CONSTRUCTION PLAN AND KEYED NOTES A1.1 WALL TYPES, DOOR SCHEDULE AND CONSTRUCTION DETAILS A2.0 FIXTURE PLAN AND EGRESS PATH A3.0 REFLECTED CEILING PLAN AND KEYED NOTES A3.1 REFLECTED CEILING DETAILS A4.0 FINISH PLAN, SCHEDULE AND NOTES A4.1 FINISH SCHEDULE, NOTES AND DETAILS A5.0 INTERIOR ELEVATIONS A6.0 STOREFRONT ELEVATION, PLAN AND DETAILS A7.0 STOREFRONT SECTIONS A7.1 STOREFRONT DETAILS A8.0 CASEWORK DETAILS A8.1 PERIMETER FIXTURE DETAILS MECHANICAL MI.0 MECHANICAL PLAN, WORK RESPONSIBILITY AND SCHEDULES M1.1 MECHANICAL GENERAL NOTES M1.2 MECHANICAL DETAILS AND LOAD CALCULATIONS ELECTRICAL E1.0 LIGHTING PLAN E1.1 ELECTRICAL FLOOR PLAN E1.2 ELECTRICAL SPECIFICATIONS AND PANELS STRUCTURAL S0.1 DRAWING INDEX AND GENERAL STRUCTURAL NOTES S1.0 STOREFRONT FRAMING PLAN S3.0 SECTIONS S4.0 DETAILS TELECOMMUNICATION TC1.0 TELECOMMUNICATION PLAN & NOTES SPRINKLER SP1.0 SPRINKLER PLAN AND NOTES FIRE ALARM FA1.0 FIRE ALARM PLAN LANDLORD WESTFIELD 4905 OLD ORCHARD CENTER, SUITE 060 SKOKIE, IL 60077 CONTACT: EMILY YEE TEL: 847-779-4832 EMAIL: EYEE@WESTFIELD.COM TENANT LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 CONTACT: KEITH DAVIS/ STEVE WENDT TEL: 317-828-5133 EMAIL: KEITH.DAVIS@LIDS.COM EMAIL: STEVE.WENDT@LIDS.COM ARCHITECT: SARGENTI ARCHITECTS 461 FROM ROAD 2ND FLOOR PARAMUS, NJ 07652 TEL: 973-859-9367 FAX: 973-253-9390 PROJECT MANAGER : WESLEY L. SHORT BUILDING DEPARTMENT DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD. #100 TUKWILA, WA 98188 TEL: 206-431-3670 GENERAL MANAGER BRIAN KIRK 2800 SOUTHCENTER MALL TUKWILA, WA 98188 TEL: 206-802-6044 E-MAIL: BHKIRK@WESTFIELD.COM VENDOR LIST AREA OF STORE 6. CA A. DEMISING WALL B. INTERIOR PARTITIONS/FRAMING C. STOREFRONT SOFFIT D. SOFFITS E. STOREFRONT FRAMING F. METAL FURRING 1. SLOTTED WALLBOARD 2. STOCKROOM SHELVING 3. TRIM 4. WOOD BLOCKING 5. PLYWOOD 6. PREFINISHED WOOD MOISTURE7. 8. DO 1. WATERPROOFING MEMBRANE 2. CAULKING 3. INSULATION 4. FIREPROOFING 1A. STOREFRONT - DOOR 18. STOREFRONT - GRILLE 2. STOREFRONT - GLASS 3. STOCKROOM DOOR AS REQ'D BY LOCAL BUILDING DEPARTMENT BY SIGN VENDOR BY SIGN VENDOR ALL OTHERS ARE REQ'D BY LOCAL BUILDING & FIRE DEPARTMENT BARRICADE PER MALL STANDARDS REQUIRED BY LANDLORD & TENANT. SEE ATTACHED NOT APPLICABLE G.C. TO INFILL AS REQ'D EXISTING TO REMAIN, PATCH & REPAIR AS REQ'D AS REQUIRED NOT APPLICABLE G.C. TO PATCH, REPAIR OR PROVIDE IF NOT EXIST. NOT APPLICABLE GABRIEL LOGEN SUPPLY/G.C. INSTALLATION IN STOCK AREA ONLY GABRIEL LOGEN SUPPLY/ G.C. INSTALLATION ALL BLOCKING TO BE FIRE RETARDANT 3/4" FIRE RETARDANT TREATED PLYWOOD GABRIEL LOGEN SUPPLY/ G.C. INSTALLATION MAINTAIN CODE REQUIRED CONDITIONS MAINTAIN CODE REQUIRED CONDITIONS MAINTAIN CODE REQUIRED CONDITIONS NOT APPLICABLE 4. TOILET ROOM DOOR NOT APPLICABLE 5. SERVICE DOOR G.C. TO CLEAN, REFURBISH AND REAIR 6. ELECTRICAL ROOM NOT APPLICABLE 9. FINISHES 1. GYPSUM BOARD (EXISTING) 2. GYPSUM BOARD (NEW) 5/8" TYPE "X" GYPSUM BOARD 3. FLOORING A. SALES FLOOR FIXTURES OPTO INTERNATIONAL INC. 1325 N. ,ITTEL BOULEVARD WOOD DALE, IL 60191 TEL: (800) 248-6786 FAX: (740) 974-9806 CONTACT: LUCY LAPALERMO EMAIL: LLAPALERMO@OPTOSYSTEM LIGHTING CITY LIGHTING 204 DOUGLAS ROAD SEWICKLEY, PA 15143 TEL: (314) 534-1090 CELL:(314) 308-4412 FAX: (314) 534-2810 CONTACT: MIKE HOHL EMAIL: MHOHL@CITYLIGHTING.COM FIXTURES GABRIEL LOGEN 1689 EAST FRONT STREET LOGAN, 01-I 43138 TEL: (740) 380-6809 FAX: (740)974-9806 CONTACT: MISTY WILFING EMAIL: MWILFING@GABRIELLOGAN.COM SIGNAGE ATLAS SIGN INDUSTRIES CONTACT: ANNETTE SOUTHERN DIRECTOR OF NATIONAL PROGRAM INTEGRATION TEL: 561-863-6659 EMAIL: ANNETTE.S@ATLASSIGNINDUSTRIES.US FLOORING THE ARDEX GROUP 400 ARDEX PARK DRIVE ALIQUIPPA, PA 15001 TEL: 202-770-9962 CONTACT: KATE WALL CENTRAL INDIANATRANE 5355 NORTH POST ROAD INDIANAPOILIS, IN 46216 TEL: 317-255-8887 CONTACT: TONY CORNELL EMAIL: TCORNELL@TRANE.COM CEILING CEILDECK CORPORATION 2314 CLIFTON AVE NASHVILLE, TN 37209 TEL: 615-327-9674 FAX: CONTACT: DAVID EMAIL: DAVID@CEILDECK.COM AREA: GROSS S.F.: SALES FLOOR 741 STOCK ROOM 206 TOILET ROOM 0 CORRIDOR 0 OFFICE 0 FITTING ROOM 0 TOTAL S.F.: 947 B. MALL FLOORING/SIDEWALK PATCH AND REPAIR ACCORDINGLY. C. TOILET ROOM NOT APPLICABLE D. STOCK ROOM PATCH AND REPAIR ACCORDINGLY. E. METAL TRANSITIONS PATCH AND REPAIR ACCORDINGLY. 4. BASE A. WALL BASE B. STOCK ROOM C. TOILET ROOM NOT APPLICABLE 5. CEILING A. SALES AREA B. STOCKROOM OPEN CEILING C. TOILET ROOM 5. WALL COVERINGS A. PAINT NOT APPLICABLE FURNISH INSTALL 10. SPECIALTIES 1. TOILET ROOM ACCESSORIES NOT APPLICABLE 2. VERT. GRAB BAR IN TOILET ROOM NOT APPLICABLE 3. ACCESS PANEL 4. MIRRORS NOT APPLICABLE 11. EQUIPMENT 1. SIGNAGE A. STOREFRONT B. CUSTOM ZONE SIGNAGE ALL SIGNAGE SUPPLIED & INSTALLED BY SIGN VENDOR 2. FIRE EXTINGUISHERS 3. CASH REGISTERS INSTALLATION BY OWNER REPRESENTATIVE 4. EMBROIDERY MACHINE INSTALLATION BY OWNER REPRESENTATIVE 12. FURNISHINGS 1. SALES AREA OPTO FIXTURE INSTALL BY G.C. 2. CASHWRAP AREA 3. EMBROIDERY STATION 13. MECHANICAL 1. HVAC TENANT SUPPLIED, G.C. INSTALLED SPLIT SYSTEM 2. TEMPERATURE CONTROLS • 3. EXHAUST FAN NOT APPLICABLE 4. PLUMBING A. WATER NOT APPLICABLE B. WASTE NOT APPLICABLE C. VENT NOT APPLICABLE 5. PLUMBING FIXTURES NOT APPLICABLE 6. WATER HEATER NOT APPLICABLE 7. SPRINKLER SYSTEM MODIFY AS REQUIRED. 8. WATER METER NOT APPLICABLE 9. AIR CURTAIN NOT APPLICABLE 14. ELECTRICAL 1. SERV. TO MAIN DISCONNECT G.C. TO PROVIDE & INSTALL IF NOT EXISTING 2. DISTRIB. IN TENANT SPACE G.C. TO PROVIDE & INSTALL 3. METERING G.C. TO PROVIDE & INSTALL 4. PANELS G.C. TO PROVIDE & INSTALL 5. TRANSFORMER 6. MAIN CONDUIT TO SPACE G.C. TO PROVIDE & INSTALL IF NOT EXISTING 7. MAIN CONDUCTOR TO SPACE G.C. TO PROVIDE & INSTALL IF NOT EXISTING 8. TELEPHONE OWNER PROVIDES TELEPHONE EQUIPMENT ONLY A. J -BOXES, WALL CONDUIT B. TELEPHONE / DATA EQUIP. G.C. TO INSTALL COMPLETE PHONE SYSTEM 9. DOOR BELL AT REAR ENTRY NOT APPLICABLE 10. LIGHT FIXTURES PROVIDED BY CITY LIGHTING A. SALES AREA B, STOCKROOM C. TOILET ROOM NOT APPLICABLE D. STOREFRONT SOFFIT E. TRACK FIXTURES F. SIGNAGE G. EXIT / EMERG. LIGHTS H. TRACK RAIL I. FIXTURE LAMPS 11. ELECTRICAL OUTLETS INSTALL PER FEDERAL AND LOCAL CODE 12. SMOKE DETECTORS INSTALL PER FEDERAL AND LOCAL CODE 13. STEREO SPEAKERS PROVIDED BY LIDS 14. FIRE ALARM G.C. NOTE G.C. TO VERIFY ALL RECEIVABLE ITEMS AND / OR MATERIALS ARE ACCOUNTED FOR AND ARE NOT DAMAGED. ANY RECEIVABLE DAMAGES ARE TO BE REPORTED TO PROJECT MANAGER IMMEDIATELY. DISCREPANCIES AND OR ISSUES WITH THESE DRAWINGS SHOULD BE DIRECTED INITIALLY TO THE SARGENTI ARCHITECTS PROJECT MANAGER: WESLEY L. SHORT TEL: 973-859-9367 CELL: 201-390-5704 FAX: 973-253-9390 E-MAIL: WSHORT@SARGARCH.COM REVIEWED FOR WDF COMPLIANCE APPROVED AUG 3 1 2011 it y of `1~U dila AS SHOWN ON PLANS AND ELEVATIONS RECEIVED CITY OF TUKWILA AUG 152017 PERMIT CENTER 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL 973.253.9390 FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: id5 LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: MB REVIEWED BY: WS TITLE: TITLE SHEET STOREFRONT METAL SECURITY SYSTEM TELECOMMUNICATION OLD CASTLE 803 AIRPORT RD. TERELL, TX 75160 TEL: 972-551-6114 CONTACT: SCOTT KING EMAIL: SCOTTKING@OBE.COM CHECKPOINT SYSTEMS, INC. 8180 UPLAND CIRCLE CHANHASSEN, MN 55317 TEL: 952-227-5437 CELL: 972.984.8099 CONTACT: BRAD KRINGS EMAIL: BRAD.KRINGS@CHECKPT.COM DIVERSENET INC. 10843 CODY LANE FISHERS INDIANA TEL: 317-508-0322 FAX: 317-842-8784 CONTACT: DAVID MILLER EMAIL: DMILLER@DIVERSENETINC.COM A.F.F. - ABOVE FINISH FLOOR CLG. - CEILING E.C. -- ELECTRICAL CONTRACTOR F.C. - FIXTURE CONTRACTOR ABBREVIATIONS F.R.T. - FIRE RETARDANT TREATED G.C. -- GENERAL CONTRACTOR T.G.C. -- GENERAL CONTRACTOR LL. - LANDLORD SHEET NUMBER: N.I.C. -- NOT IN CONTRACT N.T.S. -- NOT TO SCALE S.C. - SIGN CONTRACTOR HGT. - HEIGHT 4 6 1 F R O M R O A D PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 T E L 9 7 3. 2 5 3. 9 3 9 0 F A X WWW.SARGARCH.COM CONSULTANT (ENGINEER): ARCHITECTURAL SEAL: CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE.REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW RE VIEWED FOR COC I COMPLIANCE APP Vi D, A `.t BUIL d i �.ISi �. PROJECT NAME: LIDS GENESCO INC. 7555 WOODLAND DRNE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 I c CHANGE ORDERS: EXISTING GLAZING: B. COMPREHENSIVE GENERAL LIABILITY INSURANCE (INCLUDING CONTRACTOR'S PROTECTIVE LIABILITY) IN AN AMOUNT NOT LESS THAN G E N E R 1 �1 T E C� V 25. THE TENANT'S ARCHITECT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK, ALTER, ADD TO, OR DEDUCT FROM THE CONTRACT WORK, IF THE INTENT IS TO ADHERE TO A PREVIOUSLY AGREED UPON DESIGN WITHOUT ANY COST TO TENANT, ITS AGENCIES OR TENANTS ARCHITECT. 50. ALL EXISTING TO REMAIN AND NEW BUILDING ENTRY GLASS AND DOORS, STOREFRONT AND INTERIOR GLAZING, IF APPLICABLE, MUST COMPLY WITH ALL APPLICABLE CODES, LANDLORD'S CRITERIA, LANDLORD'S AND TENANT'S CONTRACT DOCUMENTS AND SAFETY GLAZING STANDARDS. GENERAL $2,000,000 FOR ANY ONE OCCURRENCE WHETHER INVOLVING BODILY INJURY LIABILITY (OR DEATH RESULTING THEREFROM) OR PROPERTY DAMAGE LIABILITY OR A COMBINATION THEREOF WITH A AGGREGATE LIMIT OF $2,000,000. SUCH INSURANCE SHALL PROVIDE FOR EXPLOSION, GENERAL: CONTRACTOR TO VERIFY IN FIELD ALL EXISTING GLAZING TO REMAIN MEETS OR EXCEEDS SUCH CODES, STANDARDS, ETC. INCLUDING BUT NOT LIMITED COLLAPSE AND UNDERGROUND COVERAGE. SUCH INSURANCE SHALL INSURE THE TENANT, THE LANDLORD AND THE GENERAL CONTRACTOR 1. ALL WORK AND MATERIALS DESCRIBED HEREIN ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE TERMS "GENERAL CONTRACTOR", "CONTRACTOR", OR "SUBCONTRACTOR" REFER TO THOSE ENGAGED BY THE TENANT TO PERFORM THE WORK FOR THE TENANT. 2. ALL RULES AND REGULATIONS, SCOPE OF WORK AND PROCEDURES INDICATED WILL BE PERFORMED BY THE GENERAL CONTRACTOR, THEIR AGENTS, SUBCONTRACTORS, AND SUPPLIERS TO PROVIDE A TOTAL AND COMPLETE PROJECT FOR THE TENANT. WORK SHOWN IN THESE NOTES IS 26. NO CHANGE ORDER EXTRAS FOR COSTS CAN BE AUTHORIZED UNLESS APPROVED IN WRITING BY THE TENANTS CONSTRUCTION REPRESENTATIVE OR THE TENANT. ANY ISSUANCE OF CREDITS TO BE CALCULATED BASED ON COMPETITIVE RATES AND EQUIPMENT COSTS APPROVED BY THE TENANT'S CONSTRUCTION REPRESENTATIVE FOR THE TENANT. CONCEALED CONDITION: TO TYPE, SUPPORT, FRAMING METHODS, ETC. AND UPGRADE IF OR AS REQUIRED. ALL STOREFRONTS TO BE INSTALLED BY GLAZING SUBCONTRACTORS CAREFULLY FOLLOWING REQUIREMENTS AND DETAILS FOR DESIGN AGAINST WIND LOAD CONSIDERATIONS, EVEN THOUGH SUCH INSTALLATION OF STOREFRONT GLAZING MAY BE IN AN ENCLOSED BUILDING. GENERAL CONTRACTOR TO VERIFY EXISTING STRUCTURAL SUPPORT/HANGING CONDITIONS FOR STOREFRONT AND IF STRUCTURAL SPANS ABOVE FOR SUCH HANGING EXCEED NORMAL HANGING SUPPORT DETAILS OR SPAN AND/OR WIND LOAD CALCULATIONS ARE REQUIRED DUE TO LOCAL BUILDING DEPARTMENT REQUIREMENTS, THIS CONTRACTOR IS TO HIRE A LOCAL STRUCTURAL AGAINST ANY AND ALL CLAIMS FOR BODILY INJURY, INCLUDING DEATH RESULTING THEREFROM AND DAMAGE TO OR DESTRUCTION OF PROPERTY OF ANY KIND WHATSOEVER AND TO WHOMEVER BELONGING AND ARISING FROM ITS OPERATIONS UNDER THE CONTRACT AND WHETHER SUCH OPERATIONS ARE PERFORMED BY THE TENANT. GENERAL CONTRACTOR OR ANY OF THEIR SUBCONTRACTORS, OR BY ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM. TO BE PERFORMED BY THE GENERAL CONTRACTOR OR SUBCONTRACTORS, AGENTS AND/OR SUPPLIERS ONLY, WHETHER OR NOT THE WORK IS DELINEATED PROPERLY. 3. THE WORK CONTAINED IN THESE CONTRACT DOCUMENTS AND/OR SPECIFICATIONS IS TO BE PERFORMED BY THE GENERAL CONTRACTOR IF CONCEALED OR UNKNOWN CONDITIONS ARE ENCOUNTERED AT THE PROJECT SITE WHICH ARE (1) SUBSURFACE OR OTHERWISE CONCEALED CONDITIONS DIFFERING MATERIALLY FROM THOSE INDICATED IN THE CONSTRUCTION DOCUMENTS OR (2) UNKNOWN CONDITIONS OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORDINARILY FOUND TO EXIST AND GENERALLY RECOGNIZED AS INHERENT IN CONSTRUCTION ACTIVITIES OF THE CHARACTER REQUIRED IN THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL FULLY DOCUMENT SUCH CONDITIONS BY BEFORE THE CONDITIONS ARE DISTURBED. THE CONTRACTOR CONSULTANT TO DESIGN SUCH SUPPORT SYSTEM HANGERS AND COMPLETE ALL STRUCTURAL CALCULATIONS/DRAWINGS IN THOSE AREAS WHERE SUCH INFORMATION IS REQUIRED AND TO INCLUDE SUCH COSTS IN THE BID TO THE TENANT. FLOOR SLABS: C. TENANTS PROTECTIVE LIABILITY INSURANCE: TENANT SHALL PROVIDE OWNER'S (TENANTS) PROTECTIVE LIABILITY INSURANCE THAT WILL INSURE TENANT AGAINST ANY AND ALL LIABILITY TO THIRD PARTIES FOR DAMAGE BECAUSE OF BODILY INJURY LIABILITY (OR DEATH RESULTING THEREFROM) AND PROPERTY DAMAGE LIABILITY OF OTHERS OR A COMBINATION THEREOF, WHICH MAY ARISE FROM WORK IN CONNECTION WITH THE LEASED PREMISES, AND ANY OTHER LIABILITY AND/OR ITS SUBCONTRACTORS WHETHER OR NOT SPECIFICALLY NOTED OTHERWISE. 4. FOR CLARIFICATION PURPOSES, TENANT, CLIENT, AND OWNER ARE THE SAME PARTY, LANDLORD IS THE PARTY LEASING THE SPACE TO THE TENANT, AND THE GENERAL CONTRACTOR, WHETHER WORKING FOR THE LANDLORD OR THE TENANT, WILL BE REQUIRED TO HANDLE ALL WORK IN THESE DOCUMENTS UNLESS SPECIFICALLY NOTED OTHERWISE. REVIEW AND SCOPE: MEASUREMENT AND PHOTOGRAPHS, AND SHALL NOTIFY THE OWNER IMMEDIATELY, SHALL UPON PROMPT INVESTIGATION BY THE OWNER, IF HE DETERMINES THAT THE CONDITIONS DO IN FACT DIFFER MATERIALLY AND CAUSE AN INCREASE IN THE CONTRACTOR'S COST OR TIME FOR PERFORMANCE OF THE WORK, HE WILL AUTHORIZE AN EQUITABLE INCREASE IN THE CONTRACT SUM OR CONTRACT TIME, OR BOTH. IF HE DETERMINES THAT THE CONDITIONS ARE NOT MATERIALLY DIFFERENT FROM THOSE INDICATED IN THE CONSTRUCTION DOCUMENTS AND THAT NO CHANGE IN THE TERMS OF CONTRACT IS JUSTIFIED, THE OWNER WILL SO NOTIFY THE CONTRACTOR IN WRITING, STATING THE REASONS. 51. ANY SUBSTITUTIONS OF FINISH MATERIALS MUST BE APPROVED BY THE TENANT'S ARCHITECT IN WRITING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUBMITTING TWO (2) SAMPLES OF EACH SUBSTITUTION. 52. ALL CONCRETE FLOOR SLABS AND/OR FILLING IN OF DEPRESSED FLOOR AREAS LEVEL WITH CONCRETE OR OTHER APPROVED FINISHES WILL BE COMPLETED BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR TO INCLUDE MISCELLANEOUS STEEL FRAMING AND METAL DECK (IF APPLICABLE) AND CONCRETE INSTALLATION. ALL FLOOR SLAB PENETRATIONS SHALL HAVE WATERTIGHT SLEEVES EXTENDING A MINIMUM 4" A.F.F. AND FOR DAMAGES WHICH GENERAL CONTRACTOR AND/OR SUBCONTRACTORS ARE REQUIRED TO INSURE AGAINST UNDER ANY PROVISIONS HEREIN. SAID INSURANCE SHALL BE PROVIDED IN MINIMUM AMOUNTS AS FOLLOWINGS: C1. BODILY INJURY, PER OCCURRENCE FOR PERSONAL INJURY AND/OR DEATH $2,000,000. C2. PROPERTY DAMAGE LIABILITY $5,000,000.00 TENANTS BUILDERS RISK INSURANCE COMPLETED VALUE BUILDERS RISK MATERIAL DAMAGE 5. THE GENERAL CONTRACTOR IS REQUIRED TO HAVE ALL SUBCONTRACTORS REVIEW THESE NOTES PRIOR TO BIDDING AND TO FAMILIARIZE ALL DRAWINGS: MUST BE INSTALLED PER LANDLORD'S CRITERIA. CONCRETE SLABS MAY ONLY BE CORE DRILLED, IF CONTRACTOR IS REQUIRED TO PENETRATE SUCH INSURANCE COVERAGE: PERSONS AND SUBCONTRACTORS WORKING ON THIS PROJECT WITH THESE GENERAL NOTES AND THE CONTRACT DOCUMENTS NOTED, LANDLORD'S DESIGN CRITERIA AND THE EXECUTED LEASE AGREEMENT BETWEEN LANDLORD AND TENANT. ANY DISCREPANCY BETWEEN THESE CONTRACT DOCUMENTS AND THE LEASE OR DESIGN CRITERIA INFORMATION IS TO BE REPORTED TO TENANTS ARCHITECT PRIOR TO THE START OF ANY WORK. TH E GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY ACQUAINTING THEMSELVES WITH THE CONTENT AND SCOPE OF THESE SPECIFICATIONS, AND SPECIAL ATTENTION SHOULD BE GIVEN THE SPECIFICATIONS THROUGHOUT THE SPAN OF THIS PROJECT BY THIS GENERAL CONTRACTOR, SUPERVISORS AND SUBCONTRACTORS, AS THE STANDARD ESTABLISHED HEREIN SHALL BE APPLIED, WITH EMPHASIS TO ALL WORK. CHECK "RESPONSIBILITY SCHEDULE" FOR ALLOCATION OF SPECIFIC WORK. ALL WORK IS BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. WORK DECLARED UNACCEPTABLE BY THE TENANT AND LANDLORD SHALL BE CORRECTED INA MANNER AND TO A DEGREE OF L NTRACTOR SHALL HAVE AT ALL TIMES AT THE PREMISES LANDLORD APPROVED CONTRACT DOCUMENTS, BUILDING DEPARTMENT 27. THE GENERA CO AND HEALTH DEPARTMENT (IF APPLICABLE) APPROVED PERMIT DRAWINGS. 28. THE GENERAL CONTRACTOR IS TO ARRANGE WITH THE LANDLORD FOR THE BUILDING, WHERE BUILDING EQUIPMENT AND MATERIALS ARE TO BE LOCATED AND HOW TRUCK TRAFFIC IS TO BE ROUTED TO AND FROM THE BUILDING. APPROVAL: SLAB ABOVE, BELOW OR ADACENT TO TENANTS SPACE; COORDINATION AND APPROVAL BY THE LANDLORD WILL BE NECESSARY PRIOR TO CORE DRILLING/ SAW CUTTING. IF THIS ISA STRUCTURAL SLAB THEN ANY AND ALL PENETRATIONS THROUGH SLAB MAY NEED TO BE XRAYED AND MUST BE COORDINATED WITH THE LANDLORD'S REPRESENTATIVE PRIOR TO STARTING WORK. GENERAL CONTRACTOR AND/OR IT'S PLUMBING/ELECTRICAL SUBCONTRACTOR, WITH LANDLORD'S PRIOR WRITTEN APPROVAL, TO CORE DRILUSAW CUT, (WHICHEVER IS APPLICABLE) CONCRETE SLAB. IF SAW CUTTING OCCURS, INSTALL UNDER SLAB PLUMBING WASTE PIPING /ELECTRICAL CONDUIT. FURNISH AND INSTALL NEW CONCRETE SLAB IN EXCAVATED AREA TO MATCH EXISTING ADJACENT SLAB IN THICKNESS, STRESS AND STRENGTH. PIN BOTH EXISTING SIDES TO NEW SLAB WITH 1/2 DIAMETER STEEL RODS 12" O.C. STAGGERED. TENANT SHALL PROVIDE FOR TENANT AND "ALL PHYSICAL LOSS" BUILDERS RISK INSURANCE POLICY ON THE WORK TO BE PERFORMED FOR TENANT IN THE LEASED PREMISES AS IT RELATES TO THE BUILDING WITHIN WHICH THE LEASED PREMISES ARE LOCATED. THE POLICY SHALL INCLUDE AS INSURED, TENANT, THE LANDLORD, THE GENERAL CONTRACTOR, AS THEIR INTERESTS MAY APPEAR. THE AMOUNT OF INSURANCE TO BE PROVIDED SHALL BE 100% OF THE REPLACEMENT COSTS. THE GENERAL CONTRACTOR IS REQUIRED TO LIST ALL ADDITIONAL INSUREDS AS PER LANDLORD'S CRITERIA IN ADDITION TO TENANT'S ARCHITECT AND TENANTS PROJECT MANAGEMENT COMPANY (IF APPLICABLE). INSURANCE REQUIREMENTS NOT OBTAINED BY THE GENERAL CONTRACTOR, AS NOTED IN THE CONTRACT DOCUMENTS AND IN THESE SPECIFICATIONS, WILL NOT RELIEVE THE GENERAL CONTRACTOR OF THE RESPONSIBILITY OR LIABILITY FOR THIS PROJECT. A COPY OF ALL INSURANCE PAPERS TO BE TONT TO NOT FOR REVIEW BUT ONLY. GENERAL ONSUR ULL TENANTS PROJECT DEFEND QUALITY AS ACCEPTABLE BY THE TENANT AND LANDLORD. 29. AN APPROVAL BY THE TENANT WILL ONLY BE VALID IF IN WRITING AND SIGNED BY THE TENANT OR BY THE TENANTS DESIGNATED REPRESENTATIVE TRANSITIONS: E ED BY L W, IS AND INDEM GIN TO THE FULLEST EXTENT PERMITTED BY LAW, IS TO INDEMNIFY, HOLD HARMLESS, AND DEFEND THE ARCHITECT/ENGINEER, ITS CONSULTANTS, HE ARCHI ANTS, BARRICADE: FOR SUCH PURPOSE. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING APPROVAL FROM TENANTS ARCHITECT ON ALL STRUCTURAL CHANGES DURING THE COURSE OF THE CONSTRUCTION PHASE OF PROJECT. ALL MODIFICATIONS TO BASE BUILDING STRUCTURAL SYSTEMS MUST BE 53. ALL THE FLOOR FINISHES, WITHIN THE PREMISES, OR AT THE TRANSITIONS BETWEEN LANDLORD FLOOR FINISHES AND TENANT'S FLOOR FINISHES (AT ENTRY OR REAR DOOR, IF APPLICABLE) ARE TO BE SMOOTH AND LEVEL TO AVOID TRIPPING HAZARDS AND BE WITHIN THE REQUIREMENTS OF AND THE EMPLOYEES AND AGENTS OF ANY OF THEM FROM AND AGAINST ANY AND ALL CLAIMS, SUITS, DEMANDS, LIABILITIES, LOSSES, DAMAGES, AND COSTS ("LOSSES"), INCLUDING BUT NOT LIMITED TO COSTS OF DEFENSE, ARISING IN WHOLE OR IN PART OUT OF THE NEGLIGENCE OF THE 6. IF THE GENERAL CONTRACTOR IS REQUIRED TO INSTALL A STOREFRONT BARRICADE DURING THE CONSTRUCTION PHASE OF THIS PROJECT, SUCH BARRICADE TO MEET THE LATEST BARRICADE DESIGN REQUIREMENTS OF THE LANDLORD, INCLUDING THE PAINTING OF SUCH BARRICADE AND ANY SIGNAGE ALLOWABLE BY LANDLORD AND UNDER LEASE OBLIGATION. ADDITIONALLY, THIS BARRICADE MUST BE MOVED OUT AS REQUIRED FOR STOREFRONT WORK AND/OR REMOVED AT THE END OF THE CONSTRUCTION TIME PERIOD. CHECK WITH THE LANDLORD TO VERIFY IF A BARRICADE HAS PREVIOUSLY BEEN INSTALLED ON THESE PREMISES IN ANTICIPATION OF CONSTRUCTION BY THE NEW TENANTS; IF THIS IS THE OUT, ANY OTHER APPROVED IN WRITING BY THE LANDLORD REPRESENTATIVE IN EACH INSTANCE. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THE VERIFICATION OF CORRECT INSTALLATION AND SPECIFICATION FOR MISCELLANEOUS STEEL FOR MECHANICAL SYSTEMS, STEEL FOR MEZZANINES (IF APPLICABLE), DUCTS, ETC. THE LANDLORD'S ARCHITECT AND THE LANDLORD ARE NOT INVOLVED NOR WILL THEY TAKE ANY RESPONSIBILITY FOR TENANT'S STRUCTURE. ANY STRUCTURAL WORK ON PROJECT TO INCLUDE BUT NOT BE LIMITED TO MECHANICAL EQUIPMENT SUPPORTS, HANGING SYSTEMS, CONCRETE SLABS, COSTS, ETC. BARRIER FREE DESIGN. IF AN EXPANSION JOINT COVER IS REQUIRED, SUCH COVER IS TO BE LEVEL AND SMOOTH WITH TENANT'S FLOOR FINISH ELEVATION AND WILL NOT PROJECT ABOVE SUCH FLOOR FINISH ELEVATION. IF THE EXISTING SLABS ARE NOT LEVEL, THE GENERAL CONTRACTOR IS REQUIRED TO COMPLETE EXTENSIVE FLASH PATCHING THROUGHOUT TO OBTAIN A SMOOTH AND LEVEL CONCRETE SLAB. JOINTS: CONTRACTOR, ITS SUBCONTRACTORS, THE OFFICERS, EMPLOYEES, AGENTS, AND SUBCONTRACTORS OF ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAYBE LIABLE, REGARDLESS OF WHETHER OR NOT SUCH LOSSES ARE CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. SPECIFICALLY EXCLUDED FROM THE FOREGOING ARE LOSSES ARISING OUT OF I) THE PREPARATION OR APPROVAL OF MAPS, DRAWINGS, OPINIONS, REPORTS, SURVEYS, CHANGE ORDERS, DESIGNS, OR SPECIFICATIONS. CASE, DO NOT INCLUDE ANY COST FOR THE ACTUAL BARRICADE BUT DO INCLUDE COSTS FOR MOVING SUCH BARRICADES IN AND SPECIFIC LANDLORD REQUIREMENTS REGARDING SUCH BARRICADES, AND THE PAINTING AND/OR REMOVAL OF SUCH BARRICADES AFTER CONSTRUCTION. 7.TE EERIFICATION: 30. THE GENERAL CONTRACTOR WILL BE REQUIRED TO PROTECT ALL NEUTRAL PIERS, LANDLORD'S AND ADJACENT TENANT CONSTRUCTION IF THIS WOR IS DAIS TENANT S WORK, AND MAKE ANY AND ALL REQUIRED REPAIRS TO THE SATISFACTION OF THE LANDLORD AND/OR THE TENANT IF THIS WORK IS DAMAGED. I E /BLE F R ALL ON TRU TION AFFECTED BY 54. SHOULD AN EXPANSION JOINT OCCUR IN THE LEASED PREM SES, GENERAL CONTRACTOR IS R SPONS 0 C S C SUCH JOINT, INCLUDING FURNISHING AND INSTALLING A LEVEL, SLAB HEIGHT EXPANSION JOINT COVER, INCLUDING FLOOR, WALLS AND CEILING. GENERAL CONTRACTOR SHALL MAINTAIN INTEGRITY OF ALL SUCH EXPANSION JOINTS IN A MANNER CONSISTENT WITH ACCEPTABLE CONSTRUCTION DESIGN PRACTICES. C3. THE GIVING OF OR FAILURE TO GIVE DIRECTIONS BY THE ARCHITECT/ENGINEER, ITS CONSULTANTS, AND THE AGENTS AND EMPLOYEES OF ANY OF THEM, PROVIDED SUCH GIVING OR FAILURE TO GIVE IS THE PRIMARY CAUSE OF LOSS. THE GENERAL CONTRACTOR IS TO NAME THE ARCHITECT/ENGINEER, ITS AGENTS AND CONSULTANTS ON THE CONTRACTORS POLICY OR POLICIES OF COMPREHENSIVE OR COMMERCIAL GENERAL LIABILITY INSURANCE. SUCH INSURANCE SHALL INCLUDE PRODUCTS AND COMPLETED OPERATIONS AND CONTRACTUAL LIABILITY COVERAGE, SHALL BE PRIMARY AND NONCONTRIBUTING WITH ANY INSURANCE MAINTAINED BY THE ARCHITECT/ENGINEER OR ITS AGENTS AND 7. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO CHECK AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AT WOOD TYPES: JOB SITE PROTECTION: CONSULTANTS, AND SHALL PROVIDE THAT THE ARCHITECT/ENGINEER BE GIVEN THIRTY DAYS, UNQUALIFIED WRITTEN NOTICE PRIOR TO ANY BUILDING SITE AND PREMISES AND NOTIFY THE LANDLORD, LANDLORD'S REPRESENTATIVE, TENANT'S PROJECT ARCHITECT OR TENANT'S CANCELLATION THEREOF. IF THE FOREGOING REQUIREMENTS ARE NOT MET BY THE GENERAL CONTRACTOR, THAT GENERAL CONTRACTOR CONSTRUCTION REPRESENTATIVE OF ANY AND ALL DISCREPANCIES AND LIST ANY WORK NOT YET COMPLETED BEFORE STARTING WORK. ALL CONTRACTORS SHALL CHECK AND VERIFY ALL FIELD CONDITIONS AND SHALL HAVE SO LE RESPONSIBILITY FOR VERIFICATION OF CLEAR HEIGHTS WITHIN THE PREMISES; ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR ALL "HOLD" DIMENSIONS AND IS TO CONTACT THE ARCHITECT, THE TENANT AND THE TENANT'S CONSTRUCTION REPRESENTATIVE OF ANY DISCREPANCIES VERBALLY AND ALSO IN WRITING, FIRST, PRIOR TO BUILDING WALLS, IF THERE ISA QUESTION. TENANTS ENTIRE SET OF CONTRACT DOCUMENTS FOR CEILING 31. ALL FINISH AND EXPOSED WOOD SHALL BE KILN DRIED, MILL QUALITY FINISH AND SHALL RECEIVE A FIRE RETARDANT COATING OR TrcEATMENT IF REQUIRED BY CODE OR THE LOCAL FIRE MARSHALL. NO WOOD OR COMBUSTIBLE MATERIA/ _SHALL BE USED ABOVE THE SUSPENDED CEILING UNLESS NONCOMBUSTIBLE LUMBER IS USED AND IS SPECIFICALLY ALLOWED BY APPLICABLE BUILDING CODES, THE FIRE MARSHALL AND ALL AGENCIES HAVING JURISDICTION. IF FIRE TREATED WOOD IS REQUIRED FOR FIXTURING ITEMS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR EXECUTING THIS WORK AS PER BUILDING OFFICIALS' REQUIREMENTS. 55. ANY SCAFFOLDING, SAFETY RAILINGS, BARRICADES AND/OR PROTECTION DEVICES REQUIRED FOR THE PROJECT WILL BE FURNISHED AND PAID FOR BY THE GENERAL CONTRACTOR AS PART OF THE BASE BID. PROTECTION OF WORK IN PLACE - WORK IN PLACE THAT IS SUBJECT TO INJURY BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERETO SHALL BE COVERED, BOARDED UP, OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION. ALL FORMS OF PROTECTION SHALL BE CONSTRUCTED IN A MANNER SUCH THAT, UPON COMPLETION, THE ENTIRE WORK WILL BE DELIVERED TO THE OWNER IN PROPER, WHOLE, AND UNBLEMISHED CONDITION. ALL SUCH WORK SHALL BE COORDINATED WITH THE TENANT'S REMAINS OBLIGATED TO INDEMNIFY AND HOLD HARMLESS THE ARCHITECTIENGINEER, ITS CONSULTANTS, EMPLOYEES, AGENTS AND ALL OTHER STATED INSUREDS, FROM AND AGAINST ANY AND ALL LOSSES WHICH WOULD HAVE BEEN INDEMNIFIED AND INSURED AGAINST BY THE CONTRACTOR, BUT WERE NOT. REAR DOOR: FIXTURES FIR INTO PLACE WITH NO ROOM FOR ERROR. CONTRACTOR MUST REVIEW HEIGHTS. FIRE EXTINGUISHER: REPRESENTATIVE. THE TENANTS ARCHITECT IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR EXISTING CONDITIONS AT THE JOB SITE AND SINCE ALL WORK IS BY GENERAL CONTRACTOR FOR THE TENANT "FIT -OUT", THEIR REPRESENTATIVES WILL BE REQUIRED TO DO ALL SUPERVISION, 71. IF A REAR EXIT DOOR EXISTS THEN THE GENERAL CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL AN APPROVED AUDIBLE TYPE PANIC CHANGES: 32. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL, AS REQUIRED, BEGINNING WITH THE CONSTRUCTION PHASE, HAND OPERATED FIRE EXTINGUISHERS, U.L. RATED, AS PER LOCAL CODE REQUIREMENTS: PLACEMENT AS APPROVED BY TENANT AND LOCAL BUILDING OFFICIAL. OBSERVATIONS AND JOB SITE SAFETY. BAR ASSEMBLY FOR REAR EXIT DOOR(S), PAINT OUTSIDE OF DOOR AS PER LANDLORD'S REQUIREMENTS (UNLESS WORK IS PREVIOUSLY COMPLETED BY LANDLORD) AND GENERAL CONTRACTOR WILL PLACE TENANTS NAME IN TYPE, SIZE AND LOCATION ON OUTSIDE OF DOOR AS 8. THE CONSTRUCTION DRAWINGS LISTED IN THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED ON THE BEST INFORMATION AVAILABLE STRUCTURAL: PER LANDLORD'S TYPICAL DESIGN REQUIREMENTS. IF DOOR IS IN NEED OF REPAIR OR REPLACEMENT, GENERAL CONTRACTOR TO COMPLETE SUCH WORK, AND INCLUDE COSTS IN BID TO TENANT. TO TENANT DURING PREPARATION OF THE CONTRACT DOCUMENTS. IN THE EVENT THAT PROBLEMS ARISE DURING THE COURSE OF THE PROJECT, DUE TO UNKNOWN SITE CONDITIONS OR CODE AND LANDLORD REQUIREMENTS (IF ANY) THAT CONFLICT WITH THE CONTRACT DOCUMENTS, THE GENERAL CONTRACTOR SHALL INFORM THE TENANT'S ARCHITECT IMMEDIATELY. ANY CHANGES THAT WILL BE REQUIRED, WILL BE DELINEATED BY 33. ALL CEILINGS, IF REQUIRED, SHALL BE UNDERWRITERS APPROVED AND OF THE NONCOMBUSTIBLE TYPE. SEE CEILING SPECIFICATIONS IN THESE CONTRACT DOCUMENTS. 56. THE STRUCTURAL SYSTEM OF THE BUILDING HAS BEEN DESIGNED TO CARRY A MAXIMUM LIVE LOAD AS SPECIFIED IN THE LANDLORD'S CRITERIA, AND THE LANDLORD'S OR TENANT'S GENERAL CONTRACTOR AND/OR THEIR SUBCONTRACTOR AND/OR ANY AND ALL MATERIAL SUPPLY HANDLERS NOT PAYMENTS: TENANT ARCHITECT. TRASH REMOVAL: TO IMPOSE ANY LOADING FOR ANY OF THE TENANT'S WORK ON A TEMPORARY OR PERMANENT BASIS WHICH CAN EXCEED SUCH SPECIFIED LOAD. 72. ALL PAYMENTS MADE TO THE GENERAL CONTRACTOR FOR THIS PROJECT ARE TO BE ALLOCATED FOR THIS PROJECT ONLY. FOR PAYMENTS SITE VISIT: 34. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL, ORAS REQUIRED BY LANDLORD, OF TRASH, RUBBISH AND SURPLUS OF TENANTS WORK 57. ANY ALTERATIONS, ADDITIONS, DRILLING, WELDING OR OTHER ATTACHMENT OR REINFORCEMENTS TO LANDLORD'S STRUCTURE TO ACCOMMODATE TO SUBCONTRACTORS, MATERIAL SUPPLIERS AND AGENTS AUTHORIZED BY THE SPECIFIC CONTRACTOR TO PERFORM WORK OR SUPPLY MATERIALS TO THIS PROJECT ONLY. PAYMENTS TO GENERAL CONTRACTOR BY TENANT, UNLESS CONTRACT STATES OTHERWISE, THE GENERAL 9. WHEN BIDDING THIS PROJECT, EACH C ONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING AND VERIFYING EXISTING CONDITIONS AS REFLECTED IN THESE CONT RACT DOCUMENTS. ANY EXTRA WORK REQUIRED BUT NOT INCLUDED IN THE DOCUMENTS SHALL BE REPORTED TO THE TENANT OR TENANTS ARCHITECT IMMEDIATELY. LANDLORD DOES NOT PAY ANY COSTS FOR JOB CONDITION SITUATIONS, UNLESS SPECIFICALLY NOTED IN THE LEASE. MATERIALS RESULTING FROM CONSTRUCTION. THE CONTRACTORS AND SUBCONTRACTORS PARTICIPATING IN THE PERFORMANCE SHALL REMOVE AND DISPOSE OF, AT LEAST ONCE A WEEK AND MORE FREQUENTLY AS TENANT MAY DIRECT, ALL DEBRIS AND RUBBISH CAUSED BY OR RESULTING FROM THE PERFORMANCE OF TENANTS WORK AND, UPON COMPLETION THEREOF, REMOVE ALL TEMPORARY STRUCTURES, SURPLUS MATERIALS, DEBRIS AND RUBBISH OF WHATEVER KIND REMAINING IN THE BUILDING WHICH HAD BEEN BROUGHT IN OR CREATED BY THE CONTRACTOR AND SUBCONTRACTORS IN THE PERFORMANCE OF TENANT'S WORK. THIS CONTRACTOR MUST MAINTAIN A CLEAR PATH OF EGRESS FROM THE TENANTS WORK SHALL NOT BE PERFORMED WITHOUT, IN EACH INSTANCE, GENERAL CONTRACTOR OBTAINING LANDLORDS PRIOR WRITTEN APPROVAL, AND THIS CONTRACTOR SHALL LEAVE LANDLORD'S STRUCTURE AS STRONG AS, OR STRONGER THAN, THE ORIGINAL DESIGN AND WITH FINISHES UNIMPAIRED. CONTRACTOR MUST PURCHASE ALL MATERIALS FROM SPECIFIED VENDORS, AND MUST DOCUMENT ALL PURCHASES FOR WHICH A PAYMENT BY TENANT IS MADE. LIENS: SPRINKLER: 10. IF THE LANDLORD, LANDLORD'S REPRESENTATIVE OR LANDLORD S ARCHITECT, TENANT, TENANTS RE PRESENTATIVE OR TENANT'S ARCHITECT DO NOT MAKE REPEATED SITE VISITS CONTINUALLY OR AT ALL, THE GENERAL CONTRACTOR IS NOT RELIEVED OF ANY RESPONSIBILITY OR DUTIES INVOLVED IN THIS CONSTRUCTION WORK. CODE: PREMISES FREE FROM TRASH AND RUBBISH AT ALL TIMES. ALL REMOVAL OF CONSTRUCTION DEBRIS TO AN APPROVED DUMPING SITE TO BE INCLUDED IN THE GENERAL CONTRACTOR'S WORK. 35. ALL EXITS SHALL BE UNOBSTRUCTED AT ALL TIMES DURING CONSTRUCTION AND OCCUPANCY. 58. SPRINKLER SYSTEM DESIGN AND/OR LAYOUT MODIFICATION (IF APPLICABLE) TO BE PROVIDED BY THE DESIGNATED SPRINKLER SUBCONTRACTOR AND ALL SUBMISSIONS TO THE FIRE MARSHALL AND BUILDING INSPECTOR FOR THE NECESSARY APPROVAL ARE THE RESPONSIBILITY OF THE SPRINKLER SUBCONTRACTOR. GENERAL CONTRACTOR TO VERIFY WITH THE LANDLORD OR LANDLORD'S CRITERIA IF SPRINKLER CONTRACTOR IS TO BE LANDLORD'S APPROVED OR DESIGNATED CONTRACTOR. SPRINKLER HEAD SPACING TO CONFORM WITH THE LATEST N.F.P.A. STANDARDS (PAMPHLET 13) AND ALL CODES HAVING JURISDICTION. SPRINKLER HEAD BRANCH LINES, DROPS AND HEADS ARE THE RESPONSIBILITY OF THE 73. THE GENERAL CONTRACTOR IS REQUIRED TO SUBMIT PARTIAL WAIVERS OF LIENS FOR ITS WORK AS WELL AS SUBCONTRACTORS OR MATERIAL SUPPLIERS, UPON THE REQUEST OF THE TENANT OR THE TENANT'S ARCHITECT AND THE REQUEST FOR THE FINAL 10% RETENTION ON THIS PROJECT MUST INCLUDE SIGNED AND EXECUTED WAIVERS OF LIEN INDICATING 100% COMPLETION AND 100% PAYMENT IN FULL (WITH FULL WARRANTY) BY ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS, INCLUDING COMPLETION OF ALL PUNCH LIST ITEMS. 11. ALL WORK ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ALL CODES, SUB CODES AND BUILDING DEPARTMENTS AND HEALTH FOR ALL TEMPORARY UTILITY SERVICES DURING THE COURSE OF CONSTRUCTION. SPRINKLER SUBCONTRACTOR AND THE DESIGN MUST BE BASED ON FLOOR LAYOUT AND REFLECTED CEILING PLANS. APPROVALS BY LANDLORD, ADJACENT WORK: DEPARTMENTS, IF APPLICABLE HAVING JURISDICTION. GENERAL CONTRACTOR TO CONTACT LOCAL BUILDING OFFICIALS FOR SPECIFIC REQUIREMENTS FOR THIS USE. 36. THE GENERAL CONTRACTOR SHALL FURNISH AND PAY UTILITIES: LANDLORD'S INSURANCE UNDERWRITER AND THE BUILDING INSPECTOR AND FIRE MARSHALL WILL BE REQUIRED. 74. ALL WORK THAT NEEDS TO BE COMPLETED BY THE GENERAL CONTRACTOR BELOW OR ABOVE THE PREMISES MAY HAVE TO BE DONE IN OTHER TENANT'S DEMISED PREMISES AND SUCH WORK NEEDS TO BE DONE IN COORDINATION WITH THE TENANTS BELOW, OR ABOVE, INCLUDING ANY OVERTIME WORK OR PAYMENT FOR SECURITY THAT MAYBE NECESSARY. THE COST FOR THIS WORK, INCLUDING OVERTIME, MUST BE 37. EACH CONTRACTOR AND SUBCONTRACTOR PARTICIPATING IN THE PERFORMANCE OF TENANT'S WORK SHALL (A) MAKE APPROPRIATE MECHANICAL: INCORPORATED IN THE BASE BID, ALL COSTS IN COMPLETING BELOW SLAB WASTE PIPING, DOMESTIC 12. THE OCCUPANCY CLASSIFICATION FOR THIS LOCATION IS CLASSIFIED ON THE TITLE SHEET. 13. DEMOLITION WORK (IF ANY) AS NOTED IN THE WORK RESPONSIBILITY SCHEDULE. CONSTRUCTION METHODS: ARRANGEMENTS WITH LANDLORD FOR TEMPORARY UTILITY CONNECTIONS INCLUDING WATER AND ELECTRICITY, AS AVAILABLE WITHIN THE BUILDING, WHICH CONNECTIONS SHALL BE AT SUCH LOCATIONS AS SHALL BE DETERMINED BY LANDLORD, (B) PAY THE COST OF THE CONNECTIONS AND OF PROPER MAINTENANCE AND REMOVAL OF SAME, AND (C) PAY ALL UTILITY CHARGES INCURRED AT THE PREVAILING RATES OF THE UTILITY COMPANY PROVIDING SUCH SERVICE TO THE BUILDING, DURING THE COURSE OF CONSTRUCTION UP TO AND INCLUDING THE DATE OF "TURN OVER" TO THE 59. THE MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE PRIOR TO SUBMITTING A BID FOR THE WORK ON THIS PROJECT. THE CONTRACTOR MUST BECOME FAMILIARIZED WITH THE FIELD CONDITIONS, AND THE SCOPE OR WORK. CONTRACTOR TO ENGINEER (UNLESS A FIRE ALARM DRAWING IS SUBMITTED AS A PART OF THESE CONTRACT DOCUMENTS), FURNISH AND INSTALL ANY/ALL REQUIRED FIRE ALARM, SMOKE EVACUATION, SMOKE DETECTION SYSTEMS, INCLUDING ANY/ALL PARTS AND LABOR (OR MODIFY EXISTING AS REQUIRED), TO MEET LOCAL CODES, CONSTRUCTION DOCUMENTS. IF OVERHEAD WATER LINES, VENT LOOPS OR PENETRATIONS THROUGH ROOF AS WELL AS ALL SECURITY COSTS, REPAIRS TO WALLS, CLEANING FLOORS IN TENANTS SPACE, LANDLORD'S SPACE OR ADJOINING TENANT'S SPACES. BARRIER FREE: 14. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR C OORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT, INCLUDING ANY AND ALL OSHA REQUIREMENTS, UNLESS CONTRACT DOCUMENTS GIVE OTHER SPECIFIC INSTRUCTIONS CONCERNING THESE MATTERS. SEE AIA DOCUMENT A201 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, LATEST EDITION. 15. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS, INCLUDING ANY AND ALL OSHA REQUIREMENTS, IN TENANT. 38. IT IS THE GENERAL CONTRACTOR'S REQUIREMENT, THROUGH ITS SUBCONTRACTORS, TO RECONFIGURE AND BRING IN NEW UTILITY SERVICES AS REQUIRED, TO MEET THE NEEDS OF THESE CONTRACT DOCUMENTS. 39. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS WORKING ON THIS PROJECT ARE RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITY LANDLORD REQUIREMENTS AND FIRE MARSHALL SPECIFICATION, WHETHER SUCH WORK IS OR IS NOT SHOWN IN THE A SMOKE EVACUATION AND/OR DETECTION SYSTEM OCCURS FOR THIS SPACE, IT SHALL BE LEFT INTACT DURING CONSTRUCTION AND ANY NEW WORK, MODIFICATION AND REWIRING TO BE COMPLETED DURING CONSTRUCTION PHASE TO POINT OF NEW PANELS. IF SMOKE DETECTORS ARE REQUIRED TO BE HARD WIRED TO LANDLORD FIRE ALARM SYSTEM, THEY ARE TO BE PER LANDLORD'S SYSTEM. CONTRACTOR TO CONTACT LANDLORD OR APPROVED AGENTS FOR PURCHASE AND INSTALLATION OF DETECTORS AT G.C. EXPENSE. G.C. AND/OR ITS FIRE ALARM SUBCONTRACTOR TO CONTACT LANDLORD FOR FINAL POINT OF CONNECTION TO LANDLORD'S FIRE ALARM JUNCTION BOX AND PERFORM WORK AT CONTRACTOR'S EXPENSE. 75. THE GENERAL CONTRACTOR IS REQUIRED TO ADHERE TO ALL NEW REQUIREMENTS, WHETHER STATED OR NOT ON THESE CONTRACT DOCUMENTS, FOR THE LATEST A.D.A. LAW EFFECTIVE JANUARY 26,1992 OR LOCAL BARRIER FREE DESIGN. THIS LAW ISA CIVIL RIGHTS LAW AND THE EXCLUSION OF REQUIREMENTS BY THE LOCAL CODE OFFICIALS DOES NOT RELIEVE THE TENANT OR THE GENERAL -CONTRACTOR OF ADHERING TO THE NECESSARY WORK, EITHER DURING CONSTRUCTION OR AFTER OCCUPANCY. WORKMANSHIP: TECHNIQUES, SEQUENCES, CONNECTION WITH THE WORK. SINCE THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION. SEE AIA DOCUMENT 8141 STANDARD FORM OF AGREEMENT BETWEEN OWNER AND ARCHITECT, LATEST EDITION. OSHA: COMPANIES SUPPLYING UTILITIES TO THE AREA WHERE THE PROJECT IS LOCATED, IN ORDER TO VERIFY LOCATIONS OF UTILITIES, UNDERGROUND OR D ES WHILE WORKING ADJACENT TO ABOVE OR NEAR SUCH UTILITIES TO AVOID ANY PROBLEMS WITH OVERHEAD, AND SECURE THE PROPER PROSE UR EXPLOSIONS, DISCONNECTION, REMOVALS, ETC. SHALL APPLY FOR ALL UTILITY METERS AND NOTIFY THE UTILITY COMPANY OF THE NAME, ADDRESS AND PHOtv� 60. THE GENERAL CONTRACTOR WILL FURNISH AND INSTALL A COMPLETE MECHANICAL SYSTEM TO INCLUDE BUT NOT BE LIMITED TO MECHANICAL EQUIPMENT, INSTALLED AND MOUNTED WITH DISCONNECT AND WIRING, HANGERS AND DUNNAGE FOR SAME (INCLUDING THE HIRING OF A LOCAL STRUCTURAL ENGINEER TO DESIGN SUCH DUNNAGE HANGERS), DUCTWORK, COLLARS, DIFFUSERS, REGISTERS, CONTROLS, TIME CLOCKS, ETC. , 76. QUALITY STANDARDS: ALL SUCH WORK SHALL BE PERFORMED IN A FIRST-CLASS WORKMANLIKE MANNER AND SHALL BE IN GOOD AND USABLE CONDITION AT THE DATE OF COMPLETION THEREOF. GENERAL CONTRACTOR SHALL REQUIRE ANY PERSON PERFORMING ANY SUCH WORK TO GUARANTEE THE SAME TO BE FREE FROM ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR ONE (1) YEAR FROM THE DATE OF ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. TENANT SHALL ALSO REQUIRE ANY TYPE SUCH PERSON TO BE RESPONSIBLE FOR THE 16. THE GENERAL CONTRACTOR SHALL COMPLY AND CONFORM TO ALL OF THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT E ROVISIONS OF THE TENANTS LEASE SHALL APPLY IN THE EVENT OF VIOLATION RESULTING IN (OSHA), NO EXCEPTIONS WILL BE PERMITTED. TH P DAMAGES CAUSES OF ACTION OR ANY CLAIMS ARISING THEREFROM, IF GENERAL CONTRACTOR AND/OR IT'S SUBCONTRACTOR DO NOT COMPLY WITH THIS ACT. PERMITS: 40. THE GENERAL CONTRACTOR NUMBERS OF THE TENANT FOR PERMANENT SERVICES. GENERAL CONTRACTOR SHALL BRING IN ALL ADDITIONAL SERVICES, ADEQUATE FOR TENANTS NEEDS AS REQUIRED, INCLUDING, BUT NOT LIMITED TO ELECTRIC, SPRINKLER, SOIL (WASTE), AND DOMESTIC WATER LINES (WHEN APPLICABLE). 41. ALL PLUMBING AND ELECTRICAL ROUGH -IN TO BE NEW AND ELECTRICAL SERVICE CONDUIT AND WIRE TO THE DEMISED PREMISES TO BE EXTENDED TO THE POINT OF NEW PANELS BY THE CONTRACTOR AS NECESSARY AND SHOWN ON CONTRACT DOCUMENTS. GENERAL CONTRACTOR TO FIELD WHETHER OR NOT SUCH WORK IS OR IS NOT SHOWN OR DELINEATED IN THE CONTRACT DOCUMENTS. GENERAL CONTRACTOR'S MECHANICAL CONTRACTORS ARE REQUIRED TO COORDINATE WITH ALL OTHER CONTRACTORS ON JOB TO MAINTAIN TENANT'S CEILING HEIGHT, LIGHT FIXTURE ( ) LOCATION, SPRINKLER BRANCH LINES, ETC. ONLY UTILIZE LANDLORD'S DESIGNATED ROOFING CONTRACTOR FOR ALL ROOF PENETRATIONS, FLASHING AND COUNTER FLASHING. 61. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL SUBCONTRACTOR TO ENGINEER AND INSTALL ALL NECESSARY REPLACEMENT OR REPAIR WITHOUT ADDITIONAL CHARGE, OF ANY AND ALL WORK DONE OR FURNISHED BY OR THROUGH SUCH PERSON, WHICH SHALL BECOME DEFECTIVE WITHIN ONE (1) YEAR AFTER SUBSTANTIAL COMPLETION OF THE WORK. 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. ALL WARRANTIES OR GUARANTEES AS TO MATERIALS OR WORKMANSHIP ON OR WITH RESPECT TO TENANT'S WORK SHALL BE CONTAINED IN THE CONTRACT OR SUBCONTRACT WHICH SHALL INURE TO THE BENEFIT OF BOTH LANDLORD AND TENANT, AS THEIR RESPECTIVE INTERESTS APPEAR AND CAN BE DIRECTLY ENFORCED BY EITHER. 17. THE GENERAL CONTRACTOR AND THE SUBCONTRACTORS FOR THE GENERAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL PERMITS REQUIRED FOR THE WORK NOTED ON THESE PLANS AND SPECIFICATIONS. THIS INCLUDES COSTS FOR ALL INSPECTIONS BY AUTHORITIES HAVING JURISDICTION, BUILDING DEPARTMENT AND HEALTH DEPARTMENT PERMIT COSTS, AND PERMIT COSTS FOR FIXTURING SUPPLIED BY TENANT (IF APPLICABLE). VERIFY THAT THESE UTILITY LINES ARE AT OR ADJACENT TO TENANT'S SPACE AS NOTED AND AT THE SIZE SPECIFIED, BASED ON GENERAL CONTRACTOR'S OR SUBCONTRACTOR'S PRE-BID REVIEW OF PREMISES. IF THE UTILITIES ARE NOT IN LOCATIONS AS NOTED ON THE CONTRACT DOCUMENTS OR OF A SIZE LARGER OR SMALLER THAN NOTED. THIS CONTRACTOR IS TO MODIFY THE SERVICE ACCORDINGLY WITH EITHER NEW CONDUIT AND/OR NEW COPPER SERVICE WIRE EXTENDING BACK TO LANDLORD'S ELECTRICAUMETER ROOM SERVICE POINT, AND INCLUDE SUCH COSTS IN THE BID TO THE TENANT. MISCELLANEOUS STRUCTURAL STEEL SHAPES. SHAPES TO BE INSTALLED WHERE DIRECTED BY THE LANDLORD'S REPRESENTATIVE FOR ADDITIONAL MECHANICAL UNIT ROOFTOP SUPPORT AND THE SUPPORT OF INTERIOR MECHANICAL EQUIPMENT, DUCTWORK, COLLARS, DIFFUSERS, REGISTERS, EXHAUSTS, FANS, ETC. PLUMBING: GENERAL CONTRACTOR TO HAVE THIS CLAUSE IN EVERY SUBCONTRACTOR AGREEMENT FOR THE PROJECT AND IF SUCH CLAUSE IS NOT INCLUDED, IT WILL NOT RELIEVE THE GENERAL CONTRACTOR OF THE REQUIREMENTS OR WORK STATED HEREIN. 77. TENANTS WORK SHALL BE COORDINATED WITH THAT OF LANDLORD AND OTHER TENANTS IN THE BUILDING TO SUCH EXTENT THAT TENANTS WORK WILL NOT INTERFERE WITH OR DELAY COMPLETION OF OTHER CONSTRUCTION WORK IN THE BUILDING. CEILING HEIGHTS: CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL TOILET ACCESSORIES, AS WELL AS THE NEW TOILET ROOMS 18. ALL CLEARANCES OF PIPES AND DUCT WORK INSTALLED BY THE GENERAL CONTRACTOR OR SUBCONTRACTORS MUST BE MAINTAINED FOR EQUIPMENT SPECIFICATIONS: 62. THE GENERAL () , HE E EM E NLE NOTED OTHERWISE OR EXISTING. TOILET ACCESSORY AND E I K IF APPLICABLE INT S PR IS S U SS DRINKING FOUNTA IN AND SERVIC S N ASBESTOS: E ET OF CO NTRACT DOCUMENTS E ENTIR S E /RED F OR CEILING SY STEM A ND LIGHT FIXTURES. CONTRA CTOR MU ST REV/ W TSR U DE TATE HEIGH Q A Q FOR CEILING HEIGHTS. GENERAL CONTRACTOR (OR DESIGNATED AUTHORIZED CONTRACTOR AT GENERAL CONTRACTOR S EXPENSE) TO REMOVE R UGHOUT LEASED PREMISES. OR REPLACE AS REQUIRED ANY AND ALL EXISTING P.V.C. PIPING WITH LOCAL CODE ALLOWABLE MATERIALS TH 0 CONTRACTOR: I (CATIONS AN DRE UIREMENTS WITH HALL VERIFY A LLE UIPMENT SPEC F Q I AL SUBCONTRACTOR S Q 42. THE G ENERAL CON TRACTOR A ND/OR H IS ELECTR C THE TENANT OR THE TENANT S CO NSTRUCTION REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. THIS CONTRACTOR TO VERIFY AMPERAGENOLTAGE SPECIFICATIONS, WIRING SIZES AND REQUIREMENTS (SERVICE AND PANEL SPECIFICATION) WITH THE EQUIPMENT SUPPLIERS, AND CHECK THE CONTRACT DOCUMENTS FOR MISCALCULATIONS, IN COORDINATION WITH EQUIPMENT SPECIFICATIONS FOR EQUIPMENT SUPPLIED BY THE TENANT, THE CONTRACTORS OR OTHER SOURCES (AS SPECIFIED BY THE ARCHITECT) AS A DOUBLE CHECK TO ASCERTAIN PROPER INSTALLATION I N AS RE TIRED BY LOCAL BUILDING AGENCIES ED N THE LATEST A.D.A. CABOIANSI REGULAT 0 S FIXTURE MOUNTING HEIGHTS TO BE THE HEIGHT NOT 0 / Q AND PLUMBING CODES. THE GENERAL CONTRACTOR TO FURNISH AND INSTALL NEW TOILET EXHAUST WITH ASSOCIATED DUCTWORK, ROOF PENETRATIONS, OR HOOK UP TO COMMON EXHAUST DUCT WITH BACKDRAFT DAMPER ETC., INCLUDING ASSOCIATED ELECTRICAL HOOKUP AND PANEL CONNECTIONS, OR REFURBISH EXISTING LIGHT/FAN UNITS) TO LIKE NEW CONDITION, (WHERE NOTED ON THE PLANS), WHETHER SUCH WORK IS SHOWN IN THE CONSTRUCTION DOCUMENTS. THE TOILET ROOM IS OF THE A.D.A. AND/OR CABO/ ANSI TYPE AND ALL PLUMBING 78. CONTRACTOR IS TO VERIFY THAT THIS SPACE IS ASBESTOS FREE. NO ASBESTOS WORK IS TO BE COMPLETED BY THIS CONTRACTOR UNLESS SPECIFICALLY NOTED IN THESE CONTRACT DOCUMENTS. IF ASBESTOS IS UNCOVERED, NOTIFY THE TENANT'S REPRESENTATIVE IMMEDIATELY AND STOP ALL WORK. LANDLORD IS RESPONSIBLE FOR ALL ASBESTOS TESTING, FILING AND REMOVAL. 19. ALL CONTRACTORS SHALL BE BONDED, LICENSED CONTRACTORS POSSESSING GOOD LABOR RELATIONS AND MUST BE CAPABLE OF QUALITY THIS "DOUBLE CHECK" TAKES SHOWN OR NOT TURNOVER: WORKMANSHIP, IN HARMONY WITH OTHER CONTRACTORS WORKING ON THE PROJECT. THE TENANT SHALL BE NOTIFIED IN WRITING OF THE NAMES, ADDRESSES, DAYTIME PHONE, FAX, AND EMERGENCY PHONE NUMBERS OF ALL SUBCONTRACTORS AND SUPPLIERS WORKING ON THIS PROJECT. GENERAL CONTRACTOR MUST ATTEST THAT NO PRODUCTS CONTAINING ASBESTOS OR HAZARDOUS MATERIAL WERE KNOWINGLY USED ON THIS PROJECT. OF EQUIPMENT AT THE CORRECT AMPERAGENOLTAGE AND WIRING SIZE. NO LIGHT FIXTURES ARE TO BE ORDERED UNTIL PLACE. 43. THE GENERAL CONTRACTOR AND/OR ELECTRICAL SUBCONTRACTOR IS TO FURNISH AND INSTALL EMERGENCY AND EXIT LIGHTING, AS REQUIRED BY "RESPONSIBILITY FIXTURES AND TOILET ACCESSORIES ARE TO BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR, BUT WITH SPECIFICATIONS AND MOUNTING HEIGHTS HANDICAPPED ACCESSIBLE, UTILIZING ABOVE SPECIFICATIONS ONLY AS A GUIDELINE. PARTITION CONSTRUCTION: 79. THE GENERAL CONTRACTOR, AT THE POINT OF "SUBSTANTIAL COMPLETION" AND "TURNOVER" OF PREMISES TO TENANT, MUST COMPLETE, AT GENERAL CONTRACTOR'S COST AND EXPENSE (FINAL PAYMENT CANNOT BE REQUESTED TO TENANT BY THIS GENERAL CONTRACTOR UNLESS ALL OF THIS WORK NOTED IS COMPLETED): 20. THE GENERAL CONTRACTOR AGREES THAT IN THE PERFORMANCE OF THE WORK CALLED FOR BY THIS CONTRACT, THEY WILL EMPLOY ONLY SUCH LABOR AS WILL NOT DELAY OR INTERFERE WITH THE PROGRESS OF THE PROJECT, AND AS WILL BE ACCEPTABLE TO AND WORK IN HARMONY WITH ALL OTHER CONTRACTORS EMPLOYED ON THE CONSTRUCTION SITE OR ON ANY OTHER BUILDING, STRUCTURE, OR OTHER IMPROVEMENT LOCAL CODE OR AGENCIES HAVING JURISDICTION OVER THE PROJECT UNLESS NOTED OTHERWISE IN THE APPLICABLE SCHEDULE". L LABELED AND APPROVED TYPE LOCKOUTS INSTALLED. THE EXIT/EMERGENCY LIGHTING SHOULD BE PROPER Y DIRECTORY: 63. ALL GYPSUM BOARD TO BE 5/8" THICK, FIRE CODE "X" BOTH SIDES (WATER RESISTANT IN TOILET ROOMS) AND ALL METAL STUDS TO BE AS NOTED IN THE PARTITION SCHEDULE - MINIMUM GAUGE AS PER CODE AT 16" O.C. TO UNDERSIDE OF DECK ABOVE, UNLESS OTHERWISE NOTED. DEMISING WALL FIRE RATING TO BE CONFIRMED BY GENERAL CONTRACTOR RESPONDING TO LANDLORD AND CODE REQUIREMENTS. SEE CONTRACT DOCUMENTS FOR WALL INDICATIONS. ALL PENETRATIONS FOR SUPPLY OR RETURN AIR, ETC., TO HAVE PROPERLY INSTALLED FIRE DAMPERS MEETING THE LATEST FIRE A) FINAL INSPECTIONS BY ALL BODIES HAVING JURISDICTION NECESSARY FOR FINAL COMPLETION, CERTIFICATE OF OCCUPANCY OR COMPLETION, WHICHEVER IS APPLICABLE. WHETHER PUBLIC OR PRIVATE WHICH THE GENERAL CONTRACTOR MAY THEN BE ERECTING OR ALTERING IN OTHER LOCATIONS. KICK OFF MEETING: 44. THE ELECTRICAL SUBCONTRACTOR IS TO PROVIDE A CIRCUIT DIRECTORY WITH PROPER PHASING AND BALANCING, WHICH IS TO CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND UNDERWRITER'S CODE. DEPARTMENT REQUIREMENTS, BASED ON SPECIFIC LOCATION OF TENANTS SPACE IN BUILDING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM THE BUILDING AND ELECTRICAL INSPECTORS FOR ALL CONCEALED WORK PRIOR TO CLOSING UP WALLS, FLOORS, CEILINGS. B) THE GENERAL CONTRACTOR TO FINALIZE ALL APPLICABLE LANDLORD AND TENANT PUNCH LISTS AND/OR REQUIREMENTS, PAY ALL APPLICABLE LANDLORD AND/OR TENANT CHARGES ALLOCATED TO THE SATISFACTION OF BOTH THE LANDLORD AND THE TENANT. 21. PRIOR TO COMMENCEMENT OF ANY WORK, THE GENERAL CONTRACTOR SHALL CONTACT AND MEET WITH LANDLORD'S TENANT COORDINATOR AND TENANTS PROJECT MANAGEMENT REPRESENTATIVE FORA PRECONSTRUCTION MEETING, AT WHICH TIME, HE/SHE WILL PRESENT TO ALL PARTIES A LIST OF NAMES, ADDRESSES, BUSINESS PHONE, FAX AND EMERGENCY TELEPHONE NUMBERS OF THE SUBCONTRACTORS FOR THIS PROJECT. THE GENERAL CONTRACTOR WILL COMPLETE THE CHECKLIST FORM (CONTRACTOR INFORMATION FORM) REQUIRED FOR EACH TENANTS BE WORKING ON AS REQUIRED UNDER LEASE OBLIGATION. THE CHECKLIST FORM INCLUDING SCHEDULE 45. GENERAL CONTRACTOR WILL PERFORM ALL LEASEHOLD IMPROVEMENT AND FURNISH AND INSTALL ALL FIXTURES, UTILIZING SPECIFIED FIXTURE CONTRACTORS, AS NOTED IN THIS WORK.. FIXTURES: 64. ALL GYPSUM BOARD TO BE APPLIED VERTICALLY ON WALLS UNLESS OTHERWISE NOTED. ALL GYPSUM WALL BOARD TO BE FIRE RESISTANT AND NONCOMBUSTIBLE. AS SPECIFIED BY LOCAL CODES. C) FINALIZE CHANGES ON PLANS AND SPECIFICATIONS AND MARKS ALL APPROVED LANDLORD, BUILDING DEPARTMENT, FIRE MARSHALL AND TENANT CHANGES ON A SET OF PRINTS FOR BOTH TENANT AND TENANT'S ARCHITECT AND FORWARD SUCH INFORMATION TO BOTH PARTIES VIA OVER NIGHT DELIVERY. MARK SHALL BE COMPLETED USING A CLOUD PROCEDURE WITH A RED FELT TIP PEN TO EASILY DISTINGUISH CHANGES FROM ORIGINAL WORK. SPACE THAT CONTRACTOR WILL INFORMATION AS WELL AS GENERAL CONTRACTOR AND SUBCONTRACTORS INFORMATION IS TO BE SUBMITTED TO THE LANDLORD'S REPRESENTATIVE UPON ARRIVAL AT THE JOB SITE. LANDLORD RULES: 46. THE GENERAL CONTRACTOR SHALL SUPPLY ALL NECESSARY GROUNDS FOR ALL MILLWORK AND FIXTURES, FITTINGS AND EQUIPMENT AS REQUIRED. CONTACT FIXTURE CONTRACTOR FOR SPECIFICS. 47. ALL EQUIPMENT, MILLWORK AND FIXTURES SUPPLIED BY THE TENANT TO BE UNLOADED, ASSEMBLED AND INSTALLED BY THE GENERAL y 65. ALL METAL FRAMING, GYPSUM BOARD, PARTITIONS, SOFFITS AND FACADES BY THE GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED. 66. ALL GYPSUM BOARD TO BE FIRE TAPED AND SPACKLED THREE (3) COATS, SANDED AND READY TO RECEIVE PAINT OR WALL COVERING. ALL EXISTING GYPSUM BOARD TO BE REPAIRED TO "LIKE NEW" CONDITIONS. D) PREPARE AN OPERATING PROCEDURE MANUAL FOR STORE MANAGEMENT FOR MECHANICAL EQUIPMENT AND CHANGE FILTERS FOR EQUIPMENT, ON DAY OF TURNOVER, IF APPLICABLE. E) PAY IN FULL ALL MATERIAL SUPPLIERS AND FIXTURE CONTRACTORS THAT TENANT PREVIOUSLY SELECTED OR WHO MAY BE SPECIFIED ON CI 22. ALL WORK TO BE COMPLETED FOLLOWING LANDLORD'S CONSTRUCTION "RULES AND REGULATIONS", IF APPLICABLE. THE GENERAL CONTRACTOR IS RESPONSIBLE DURING THE BIDDING PROCEDURES, FOR CONTACTING THE LANDLORD'S REPRESENTATIVE FOR A COPY OF THESE "RULES AND REGULATIONS" AND TO INCLUDE ANY COSTS IN THE WORK QUOTED TO THE LANDLORD. CONTRACTOR. MATERIAL SHIPMENTS: 67. ALL DOORS, METAL BUCKS, TRIMMED OPENINGS AND HARDWARE, INCLUDING LOCKS, TO BE PROVIDED BY THE GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. THESE CONTRACT DOCUMENTS WITH REQUESTS FOR WARRANTIES GATHERED, FOR TURNOVER TO TENANT FOR RECORD PURPOSES. F) TURN OVER ALL KEYS TO STORE MANAGEMENT. LABOR REGULATIONS: 48. THE PROPER RECEIPT OF ALL NEW MATERIALS AND EQUIPMENT AT THE JOB SITE IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, AND/OR ITS SUBCONTRACTORS (IF ANY). SECURE AND SAFE STORAGE OF ALL NEW AND EXISTING MATERIALS AND EQUIPMENT TO REMAIN (IF ANY) WILL BE 68. TO ALL SWITCH/OUTLET PLATES/COVERS TO BE FINISHED IN SAME COLOR/WALL COVERING AS ADJACENT WALL FINISHES, UNLESS NOTED PI 23. GENERAL CONTRACTOR AGREES THAT IN THE PERFORMANCE OF TENANT S WORK AT TH E PREMISES ALL WORK SHALL BE PERFORMED INA OF ALL GUARANTEES: MANNER WHICH 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 LANDLORD. IN THE EVENT OF THE OCCURRENCE OF ANY WORK STOPPAGE, PICKETING, LABOR DISRUPTION OR DISPUTE RESULTING F ROM ACTIONS OR OMISSIONS OF GENERAL CONTRACTOR OR SUBCONTRACTORS OR ANY SUBTENANT OR CONCESSIONAIRE, OR THEIR RESPECTIVE EMPLOYEES, CONTRACTORS OR SUBCONTRACTORS, GENERAL CONTRACTOR SHALL. IMMEDIATELY UPON NOTICE FROM TENANT, CEASE THE CONDUCT GIVING THE RISE TO SUCH CONDITION. THIS CLAUSE MUST BE PART OF ALL GENERAL CONTRACTOR/SUBCONTRACTOR AGREEMENTS AND IF SUCH CLAUSE IS NOT INCLUDED, IT WILL NOT RELIEVE THE GENERAL CONTRACTOR OF THE REQUIREMENTS OR WORK STATED HEREIN. PROVIDED BY THE GENERAL CONTRACTOR. GENERAL CONTRACTOR TO IMMEDIATELY ADVISE TENANT CONSTRUCTION DEPT. OR TENANT DAMAGED OR DEFICIENT SHIPMENTS OF MATERIALS AND EQUIPMENT, WHETHER SUPPLIED BY TENANT OR DIRECTLY BY CONTRACTOR OR ITS SUPPLIERS. GENERAL CONTRACTOR TO COMPLETE AND SUBMIT ALL NECESSARY PAPERWORK AND ARRANGE INSPECTIONS OF DAMAGED GOODS AS PER TENANT CONSTRUCTION DEPT. REQUIREM ENTS. NOTIFY ARCHITECT OR ARCHITECTS PROJECT ADMINISTRATION OF ANY POSSIBLE DELAYS. INCOMPLETE ORDERS AND DELAYS ARE TO BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SUPPLIER AND THE ARCHITECT. SUBMIT CONFIRMATION OF ALL ORDERS, DELIVERY DATES, AND A FULL WRITTEN SCHEDULE TO TENANTS ARCHITECT. 49. THE GENERAL CONTRACTOR SHALL UNLOAD, PROTECT AND INSTALL TENANT;S SPECIFIED EQUIPMENT, FIXTURES AND FURNISHINGS. OTHERWISE. FACTORY PAINTED GRILLES, DIFFUSERS, METAL TRIM (BUCKS, ETC.), ACCESSORIES, SWITCH AND OUTLET PLATES, ETC., ARE TO BE PAINTED TO MATCH ADJACENT SURFACE IN AN ENAMEL, CLEANABLE FINISH, ORAS SPECIFIED ON THE CONTRACT DOCUMENTS. 69. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CUT AND FRAME ALL OPENINGS FOR OTHER TRADES, SUCH AS MECHANICAL, SPRINKLER, PLUMBING, ELECTRICAL, FIXTURE CONTRACTOR, THROUGH PARTITIONS AND STRUCTURAL WALLS. ALL PENETRATIONS THROUGH RATED WALLS, WITH DUCTS OR PIPING, TO BE FILLED AT OPENING WITH "FIRESTOPPING" MATERIALS TO MAINTAIN THE INTEGRITY OF THE SPECIFIED RATING OF THE WALL. INSURANCE: 80. GUARANTEES FOR ALL WORK BY SUBCONTRACTORS SHALL BE FORA PERIOD OF ONE YEAR, FROM THE DATE OF THE CERTIFICATE OF OCCUPANCY UNLESS OTHERWISE NOTED. AT THE TIME OF FINAL SUBMITTAL FOR ALL COSTS BY THE GENERAL CONTRACTOR TO THE LANDLORD, INCLUDING BASE BID, EXTRAS AND CREDITS, THE GENERAL CONTRACTOR'S SUBCONTRACTORS SHALL FURNISH TO THE TENANT A WRITTEN GUARANTEE STIPULATING THAT, AT NO ADDITIONAL COST TO THE TENANT, ANY DEFECTIVE WORK OR MATERIALS SHALL BE REPAIRED OR REPLACED FORA PERIOD OF ONE YEAR AFTER ACCEPTANCE OF WORK, UNLESS OTHERWISE NOTED. IF SUCH WORK AFFECTS TENANT'S OTHER WORK, TENANT'S OTHER WORK IS TO BE COMPLETED BY THE SUBCONTRACTOR AT NO COST TO THE LANDLORD OR TENANT. COFO: DOCUMENT A-201: 70. GENERAL CONTRACTORAND ALL SUBCONTRACTORS ARE REQUIRED TO FURNISH THE FOLLOWING MINIMUM COVERAGE AND LIMITS OF LIABILITY. IF 81. UPON COMPLETION OF WORK, THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE TO OBTAIN A CERTIFICATE OF COMPLETION AND 24. THE GENERAL CONDITIONS OF THE "CONTRACT FOR CONSTRUCTION" DOCUMENT A 201, ISSUED BY THE AMERICAN INSTITUTE OF ARCHITECTS, LATEST EDITION, RELATES TO THE WORK OF THIS PROJECT AND IS HEREBY MADE A PART OF THESE CONTRACT DOCUMENTS AS THOUGH FULLY CONTAINED IN THESE CONTRACT DOCUMENTS. THE GENERAL CONTRACTORS AND ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY NUMBER OF COPIES OF DOCUMENT A-201, TO BECOME ACQUAINTED WITH THE ARTICLES CONTAINED THEREIN AND TO REVIEW WITH ALL SUBCONTRACTORS, SUPPLIERS AND ANY OTHER PARTIES TO THE CONTRACT OR INDIVIDUALS OR AGENCIES ENGAGED ON THE WORK AS TENANTS REQUIREMENTS ARE MORE STRINGENT, GENERAL CONTRACTOR IS REQUIRED TO ADHERE TO THE MOST STRINGENT REQUIREMENTS. A. WORKMAN'S COMPENSATION, AS REQUIRED BY STATE LAW , AND INCLUDING EMPLOYER'S LIABILITY INSURANCE WITH A LIMIT OF NOT LESS THAN $2,000,000 AND ANY INSURANCE REQUIRED BY ANY EMPLOYEE BENEFITS ACTS OR OTHER STATUTES APPLICABLE WHERE THE WORK IS TO BE APPROVAL FROM THE BUILDING DEPARTMENT, OR OTHER AUTHORITIES HAVING JURISDICTION, AND SUBMIT SAME TO THE TENANTS ARCHITECT. FINAL PAYMENT WILL NOT BE ISSUED BY THE TENANT PRIOR TO RECEIPT OF SUCH CERTIFICATES. ,S -;e, f "" m CLEANING:> C iT; y w TO ITS CONTENTS. PERFORMED AS WILL PROTECT THE CONTRACTOR AND SUBCONTRACTORS FROM ANY AND ALL LIABILITY UNDER THE AFOREMENTIONED ACTS. �`` 82. UPON COMPLETION OF ALL CONSTRUCTION AND PRIOR TO TURNOVER OF �Y• I G ONTRAI'�,��I'§ • �{ I� . ,b�=. 3xk.3 i t '��v.��, s7 � 3 fy HAVING THE SPACE CLEANED. ANY CLEANING WHICH IS NOT DONE AT THE TIM��t� ,�, �� D N ,'�.• TO BE f T). �� s rf fi t$ '�a I 4 �� «, BACK CHARGED TO THE GENERAL CONTRACTOR. ��rr� ��,.�u�� .��L�� '.�� a�2� �f, �'' _I ��",� ji.'��Sa�"t�. "ev'�? af�a �"� +`ri?``'tr` '�`tt '��'�. Yi:'L"otdi�. r1;.u"i t4iSi?h4}'n. xd:Y!&t�?ol:. St6P1X'iii;t "4G; ";:. '..atok,: xUxeayu 4 6 1 F R O M R O A D PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 T E L 9 7 3. 2 5 3. 9 3 9 0 F A X WWW.SARGARCH.COM CONSULTANT (ENGINEER): ARCHITECTURAL SEAL: CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE.REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW RE VIEWED FOR COC I COMPLIANCE APP Vi D, A `.t BUIL d i �.ISi �. PROJECT NAME: LIDS GENESCO INC. 7555 WOODLAND DRNE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: R E:GE' EIDR: 1998-17 f7trw 416WILAREVIEWEDBY: WS NUG 1 5 2017 RMIT CENTER TITLE: SPECIFICA11ONS SHEET NUMBER: 1.0 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL 973.253.9390 FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): T J. SARGENTI ATE OF WASHINGTON CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: id/ LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 DESCRIPTION 0 F WORK H. OWNER RESERVES THE RIGHT TO INSTALL STORE FIXTURES, TO WORK OR TO USE A PORTION OF THE CONSTRUCTION AREA SECTION 01045 - CUTTING & PATCHING B. PROVIDE INTERCHANGEABLE COMPONENTS OF THE SAME MANUFACTURER FOR SIMILAR COMPONENTS. AFTER SUBSTANTIAL COMPLETION BY THE CONTRACTOR. SUCH OCCUPANCY SHALL IN NO GENERAL CONSTRUCTION WORK FOR CONSTRUCTING AND FINISHING THE INTERIOR AND STOREFRONT OF THIS STORE FOR RETAIL USE. DEFINITIONS: IN THIS CONTRACT FOR GENERAL CONSTRUCTION, THE TERMS: GENERAL/CONSTRUCTION CONTRACT, GENERAL CONTRACTOR, CONTRACTOR, TENANTS GENERAL CONTRACTOR AND T.G.C. ARE INTERCHANGEABLE. REFER TO SHEET C1.0 FOR ABBREVIATIONS. 1. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL STATE, LOCAL AND SHOPPING CENTER CRITERIA INCLUDING TENANT HANDBOOK WHICH SHALL BE PART OF THESE CONTRACT DOCUMENTS. THE T.G.C. SHALL BE RESPONSIBLE FOR TAKING WAY IMPLY ACCEPTANCE OF ANY PART OF THE WORK. I. SUBMIT LIEN RELEASES COVERING ALL LABOR, MATERIALS AND OTHER COSTS INCURRED AS A PART OF THE WORK, INCLUDING SUBCONTRACTORS LABOR AND MATERIALS AT APPLICATION FOR PAYMENT PER CONTRACT. J. PERFORM ALL CUTTING, PATCHING, REPAIRING, AND RESTORING NECESSARY TO COMPLETE THE WORK AND RESTORE DAMAGED ADJACENT SURFACES RESULTING FROM THE WORK TO ORIGINAL CONDITIONS TO THE SATISFACTION OF OWNER, PROJECT MANAGER AND ARCHITECT. A. DEFINITION: "CUTTING AND PATCHING" INCLUDES CUTTING INTO EXISTING CONSTRUCTION TO PROVIDE FOR THE INSTALLATION OR PERFORMANCE OF OTHER WORK AND SUBSEQUENT FITTING AND PATCHING REQUIRED TO RESTORE SURFACES TO THEIR ORIGINAL CONDITION. "CUTTING AND PATCHING" IS PERFORMED FOR COORDINATION OF THE WORK, TO UNCOVER WORK FOR ACCESS OR INSPECTION, TO OBTAIN SAMPLES FOR TESTING, TO PERMIT ALTERATIONS TO BE PERFORMED OR FOR OTHER SIMILAR PURPOSES. CUTTING AND PATCHING PERFORMED DURING THE MANUFACTURE OF PRODUCTS OR DURING THE INITIAL FABRICATION, ERECTION OR INSTALLATION PROCESSES IS NOT CONSIDERED TO BE CUTTING AND PATCHING UNDER THIS DEFINITION. DRILLING OF HOLES TO INSTALL FASTENERS AND SIMILAR OPERATIONS ARE ALSO NOT CONSIDERED TO BE CUTTING AND PATCHING. II. TRANSPORTATION AND HANDLING A. TRANSPORT AND HANDLE PRODUCTS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. B. PROMPTLY INSPECT SHIPMENTS TO ASSURE THAT PRODUCTS COMPLY WITH REQUIREMENTS, QUANTITIES ARE CORRECT, AND PRODUCTS ARE UNDAMAGED. III. STORAGE AND PROTECTION A. STORE AND PROTECT PRODUCTS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTION WITH THE SEALS AND LABELS INTACT AND LEGIBLE. STORE SENSITIVE PRODUCTS IN WEATHER TIGHT CLIMATE CONTROLLED ENCLOSURES. OUT AND PAYING FOR ALL PERMITS AND FEES. 2. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH 1987 AIA DOCUMENT A -201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. 3. THE FOLLOWING ITEMS MODIFY, CHANGE, DELETE FROM OR ADD TO THE GENERAL CONDITIONS OF THE AGREEMENT BETWEEN OWNER AND CONTRACTOR AIA DOCUMENT A-201. THE UNALTERED PROVISIONS SHALL REMAIN IN EFFECT. SUPPLEMENTAL CONDITIONS ARTICLE 11 ADD THE FOLLOWING PARAGRAPHS: THE INSURANCE REQUIRED BY SUB -PARAGRAPH 11.1 SHALL BE WRITTEN FOR NOT LESS THAN ANY LIMITS OF LIABILITY REQUIRED K. CONCEAL, OR ENCASE AND FINISH, ALL PIPE, CONDUITS, DUCTS, VENTS, ETC., IN PUBLIC AREAS UNLESS OTHERWISE NOTED. L. THE ADJACENT PREMISES INTEND TO REMAIN IN BUSINESS THROUGHOUT THE WORK. PROTECT THE PUBLIC AND STORE EMPLOYEES BY UTILIZING TEMPORARY BARRICADE ETC. AS REQUIRED. PERMITS, INSURANCE, CODES, TESTS AND INSPECTIONS A. CONFORM TO STATE, NATIONAL AND MUNICIPAL BUILDING AND SANITARY LAWS, CODES, REGULATIONS, AND ALL LANDLORD REQUIREMENTS. B. OBTAIN ALL NECESSARY PERMITS, INSPECTIONS, INSURANCE, LICENSES AND PAY ALL LEGAL FEES WHICH SHALL FORMA "SELECTIVE DEMOLITION" IS RECOGNIZED AS A RELATED BUT SEPARATE CATEGORY OF WORK WHICH MAY OR MAY NOT REQUIRE CUTTING AND PATCHING AS DEFINED IN THIS SECTION, REFER TO SELECTIVE DEMOLITION SECTION OF DIVISION 2. REFER TO OTHER SECTIONS OF THESE SPECIFICATIONS FOR SPECIFIC CUTTING AND PATCHING REQUIREMENTS AND LIMITATIONS APPLICABLE TO INDIVIDUAL UNITS OF WORK. UNLESS OTHERWISE SPECIFIED REQUIREMENTS OF THIS SECTION APPLY TO MECHANICAL AND ELECTRICAL WORK REFER TO DIVISION -15 AND DIVISION 16 SECTIONS FOR ADDITIONAL REQUIREMENTS AND LIMITATIONS ON CUTTING AND PATCHING OF MECHANICAL AND ELECTRICAL WORK. B. QUALITY ASSURANCE: B. PROVIDE OFF-SITE STORAGE AND PROTECTION WHEN SITE DOES NOT PERMIT ON SITE STORAGE OR PROTECTION. C. COVER PRODUCTS SUBJECT TO DETERIORATION WITH IMPERVIOUS SHEET COVERING. PROVIDE VENTILATION TO AVOID CONDENSATION. D. PROVIDE EQUIPMENT AND PERSONNEL TO STORE PRODUCTS BY METHODS TO PREVENT SOILING, DISFIGUREMENT, OR DAMAGE. E. ARRANGE STORAGE OF PRODUCTS TO PERMIT ACCESS FOR INSPECTION PERIODICALLY INSPECT TO ASSURE PRODUCTS ARE UNDAMAGED AND ARE MAINTAINED UNDER SPECIFIED CONDITIONS. BY LAW, THOSE SET FORTH BELOW, OR THOSE SPECIFIED BY THE LANDLORD, WHICHEVER IS GREATER, AND SHALL INCLUDE CONTRACTUAL LIABILITY INSURANCE AS APPLICABLE TO THE CONTRACTORS OBLIGATION UNDER PARAGRAPHS 11.1.17. 1. WORKMAN'S COMPENSATION AND OCCUPATIONAL DISEASE INSURANCE: A. STATE - STATUTORY B. APPLICABLE FEDERAL - STATUTORY (E.G. LONGSHOREMAN, HARBOR WORK, WORK OUTSIDE US BOUNDARIES) C. EMPLOYERS LIABILITY - $2,000,000.00 D. BENEFITS REQUIRED BY UNION LABOR CONTRACTS - AS APPLICABLE 2. COMPREHENSIVE GENERAL LIABILITY (INCLUDING PREMISES OPERATIONS: INDEPENDENT CONTRACTORS PROTECTIVE, PRODUCTS AND COMPLETED OPERATION: BROAD FORM PROPERTY DAMAGE, AUTOMOBILE COVERAGE, AND CONTRACT LIABILITY) A. BODILY INJURY: $2,000,000.00 - EACH OCCURRENCE PART OF THE WORK, INCLUDING THE COST OF PLUMBING, HVAC AND ELECTRICAL TESTS, INSPECTIONS AND SERVICE CHARGES. C. MAINTAIN SAFETY AMONG PERSONS PERFORMING THE WORK IN ACCORDANCE WITH CURRENT STANDARDS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT. NEITHER THE OWNER, PROJECT MGR., NOR THE ARCHITECT SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, OR TECHNIQUES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE OWNER, PROJECT MANAGER AND ARCHITECT SHALL BE HELD HARMLESS FOR ANY ACCIDENT, INJURY OR ANY OTHER INCIDENT RESULTING FROM NON-COMPLIANCE WITH THE STANDARDS MENTIONED ABOVE. DRAWINGS AND SPECIFICATIONS A. THE DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY. ANY REQUIREMENT FOUND IN ONE SHALL APPLY AS IF FOUND IN BOTH. IF ONE IS MORE STRINGENT THAN THE OTHER, THEN THE MORE STRINGENT SHALL APPLY. B. REFER CONTRADICTIONS OR ERRORS IN DRAWINGS OR SPECIFICATIONS TO THE ARCHITECT OR PROJECT MANAGER FOR CLARIFICATION. REQUIREMENTS FOR STRUCTURAL WORK: DO NOT CUT AND PATCH STRUCTURAL WORK IN A MANNER THAT WOULD RESULT IN A REDUCTION OF LOAD CARRYING CAPACITY OR OF LOAD DEFLECTION RATIO. OPERATIONAL AND SAFETY LIMITATIONS: DO NOT CUT AND PATCH OPERATIONAL ELEMENTS OR SAFETY RELATED COMPONENTS INA MANNER THAT WOULD RESULT IN A REDUCTION OF THEIR CAPACITY TO PERFORM IN THE MANNER INDICATED INCLUDING ENERGY PERFORMANCE OR THAT WOULD RESULT IN INCREASED MAINTENANCE, OR DECREASED OPERATIONAL LIFE OR DECREASED SAFETY. VISUAL REQUIREMENTS: DO NOT CUT AND PATCH WORK EXPOSED ON THE BUILDINGS EXTERIOR OR IN ITS OCCUPIED SPACES, IN A MANNER THAT WOULD IN THE ARCHITECTS/ENGINEERS OPINION, RESULT IN LESSENING THE BUILDINGS AESTHETIC QUALITIES. DO NOT CUT AND PATCHWORK IN A MANNER THAT WOULD RESULT IN SUBSTANTIAL VISUAL EVIDENCE OF CUT AND PATCHWORK. REMOVE AND REPLACE WORK JUDGED BY THE TENANT REPRESENTATIVE TO BE CUT AND PATCHED IN A VISUALLY UNSATISFACTORY MANNER. C. SUBMITTALS: IV. PRODUCT OPTIONS A. PRODUCTS SPECIFIED BY REFERENCE STANDARD OR BY DESCRIPTION ONLY: ANY PRODUCT MEETING THOSE STANDARDS OR DESCRIPTION. B. PRODUCTS SPECIFIED BY NAMING ONE OR MORE MANUFACTURERS PRODUCTS OF MANUFACTURER NAMED AND MEETING SPECIFICATIONS NO OPTIONS OR SUBSTITUTIONS ALLOWED. C. PRODUCTS SPECIFIED BY NAMING ONE OR MORE MANUFACTURERS WITH A PROVISION FOR SUBSTITUTIONS: SUBMIT A REQUEST FOR SUBSTITUTION FOR ANY MANUFACTURER NOT NAMED. V. SUBSTITUTIONS A. TENANT REPRESENTATIVE WILL CONSIDER REQUESTS FOR SUBSTITUTIONS ONLY WITHIN 15 DAYS AFTER DATE OF OWNER -CONTRACTOR AGREEMENT OR DATE ESTABLISHED IN NOTICE TO PROCEED. $2,000,000.00 - AGGREGATE, PRODUCTS & COMPLETED OPERATIONS B. PROPERTY DAMAGE (INCLUDING WATER DAMAGE AND SPRINKLER LEAKAGE, LEGAL LIABILITY) $2,000,000.00 - EACH OCCURRENCE $2,000,000.00 - AGGREGATE C. PRODUCTS AND COMPLETED OPERATIONS SHALL BE MAINTAINED FOR A MINIMUM PERIOD OF 1 YEAR AFTER FINAL PAYMENT AND CONTRACTOR SHALL CONTINUE TO PROVIDE EVIDENCE OF SUCH COVERAGE TO OWNER ON AN ANNUAL BASIS DURING THE AFOREMENTIONED PERIOD. D. PROPERTY DAMAGE LIABILITY INSURANCE SHALL INCLUDE COVERAGE FOR EXPLOSION AND COLLAPSE. E. CONTRACTUAL LIABILITY (HOLD -HARMLESS COVERAGE) 1. BODILY INJURY $2,000,000.00 - EACH OCCURRENCE 2. PROP. DAMAGE $2,000,000.00 - EACH OCCURRENCE $2,000,000.00 - AGGREGATE F. PERSONAL INJURY, WITH EMPLOYMENT EXCLUSION DELETED: $2,000,000.00 - EACH PERSON 3. COMPREHENSIVE AUTOMOBILE LIABILITY (OWNED, NON -OWNED, HIRED) A. BODILY INJURY- $2,000,000.00 - EACH PERSON $2,000,000.00 - EACH OCCURRENCE B. PROPERTY DAMAGE - $2,000,000.00 - EACH OCCURRENCE CONTRACTORS INSURANCE POLICIES ARE TO NAME LIDS SPORTS GROUP, THE LANDLORD, AND THE LANDLORDS GENERAL C. DO NOT MAKE ANY CHANGE TO DRAWINGS OR SPECIFICATIONS, EXCEPT AS INDICATED ABOVE. USE DIMENSIONS NOTED ON THE DRAWINGS, OR CALCULATED FROM SAID DIMENSIONS. DO NOT SCALE DRAWINGS. D. THE CONTRACTOR FOR EACH BRANCH OF CONSTRUCTION SHALL TAKE FIELD MEASUREMENTS AT THE SITE BEFORE COMMENCEMENT OF THE WORK. E. PROVIDE AND UPDATE A COMPLETE RECORD SET (AS -BUILT) OF PRINTS. CORRECT DAILY TO SHOW EVERY CHANGE FROM ORIGINAL DRAWINGS AND SPECIFICATIONS. AT THE COMPLETION OF THE WORK, DELIVER SET TO THE OWNER'S PROJECT MANAGER, PER THE CONTRACT. TEMPORARY FACILITIES A. PAY FOR ALL ELECTRIC, WATER, SANITARY AND OTHER SERVICES REQUIRED TO PERFORM THE WORK. PROTECTION OF PUBLIC AND ADJOINING PROPERTY A. CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF ALL WORK FROM DAMAGE. PROTECT THE OWNER'S PROPERTY, ADJACENT PROPERTY AND PUBLIC PROPERTY FROM DAMAGE DUE TO THE WORK. CORRECT ANY SUCH DAMAGE OR INJURY. B. THE CONTRACTOR ASSUMES ALL RISKS OF DAMAGE TO OR FAILURE OF THE WORK, AND ALL RISKS OF ACCIDENTS FROM WHATEVER CAUSE ARISING UNTIL THE WORK IS COMPLETE AND ACCEPTED BY THE OWNER/TENANT. PROCEDURAL PROPOSAL FOR CUTTING AND PATCHING: WHERE PRIOR APPROVAL OF CUTTING AND PATCHING IS REQUIRED, SUBMIT PROPOSED PROCEDURES FOR THIS WORK WELL IN ADVANCE OF THE TIME WORK WILL BE PERFORMED AND REQUEST APPROVAL TO PROCEED. INCLUDE THE FOLLOWING INFORMATION, AS APPLICABLE, IN SUBMITTAL: DESCRIBE NATURE OF THE WORK AND HOW IT IS TO BE PERFORMED, INDICATING WHY CUTTING AND PATCHING CANNOT BE AVOIDED. DESCRIBE ANTICIPATED RESULTS OF THE WORK IN TERMS OF CHANGES TO EXISTING WORK, INCLUDING STRUCTURAL, OPERATIONAL, AND VISUAL CHANGES AS WELL AS OTHER SIGNIFICANT ELEMENTS. LIST PRODUCTS TO BE USED AND FIRMS THAT WILL PERFORM WORK. GIVE DATES WHEN WORK IS EXPECTED TO BE PERFORMED. LIST UTILITIES THAT WILL BE DISTURBED OR OTHERWISE BE AFFECTED BY WORK, INCLUDING THOSE THAT WILL BE RELOCATED AND THOSE THAT WILL BE OUT OF SERVICE TEMPORARILY. INDICATE HOW LONG UTILITY WILL BE DISRUPTED. WHERE CUTTING AND PATCHING OF STRUCTURAL WORK INVOLVES THE ADDITION OF REINFORCEMENT, SUBMIT DETAILS AND ENGINEERING CALCULATIONS TO SHOW HOW THAT REINFORCEMENT IS INTEGRATED WITH ORIGINAL STRUCTURE TO SATISFY REQUIREMENTS. APPROVAL BY THE ARCHITECT/ENGINEER TO PROCEED WITH CUTTING AND PATCHING WORK DOES NOT WAIVE THE TENANT REPRESENTATIVE RIGHT TO LATER REQUIRE COMPLETE REMOVAL AND REPLACEMENT OF WORK FOUND TO BE CUT AND PATCHED IN AN UNSATISFACTORY MANNER. D. MATERIALS: B. DOCUMENT EACH REQUEST WITH COMPLETE DATA SUBSTANTIATING COMPLIANCE OF PROPOSED SUBSTITUTIONS ALLOWED. C. A REQUEST CONSTITUTES A REPRESENTATION THAT THE CONTRACTOR: 1. HAS INVESTIGATED PROPOSED PRODUCT AND DETERMINED THAT IT MEETS OR EXCEEDS THE QUALITY LEVEL OF THE SPECIFIED PRODUCT. 2. WILL PROVIDE THE SAME WARRANTY OF THE SUBSTITUTION AS FOR THE SPECIFIED PRODUCT. 3. WILL COORDINATE INSTALLATION AND MAKE CHANGES TO OTHER WORK WHICH MAY BE REQUIRED FOR THE WORK TO BE COMPLETE WITH NO ADDITIONAL COST TO OWNER. 4.WAIVES CLAIMS FOR ADDITIONAL COSTS OR TIME EXTENSION WHICH MAY SUBSEQUENTLY BECOME APPARENT. 5. WILL REIMBURSE OWNER FOR REVIEW OR REDESIGN SERVICES ASSOCIATED WITH WITH RE -APPROVAL BY AUTHORITIES. 6. HAS INVESTIGATED PROPOSED PRODUCT FOR COMPLIANCE WITH UL LABELED ASSEMBLIES AND ACCEPTANCE BY THE LOCAL AUTHORITIES FOR INSTALLATION WITHIN THE ASSEMBLIES. ' D. SUBSTITUTIONS WILL NOT BE CONSIDERED WHEN THEY ARE INDICATED OR IMPLIED ON SHOP DRAWINGS OR PRODUCT DATA SUBMITS, WITHOUT SEPARATE WRITTEN REQUEST, OR WHEN ACCEPTANCE WILL REQUIRE REVISION OF THE CONTRACTOR, AND SARGENTI ARCHITECTS -IF APPLICABLE -AS ADDITIONAL INSURED. ALL CONTRACTORS AND SUB -CONTRACTORS ENGAGED IN THE PERFORMANCE OF THIS WORK SHALL EFFECT AND MAINTAIN AND DELIVER TO LIDS SPORTS GROUP (COPY THE ARCHITECT) CERTIFICATES EVIDENCING THE EXISTENCE OF, PRIOR TO THE COMMENCEMENT OF THE WORK AND UNTIL COMPLETION THEREOF, THE INSURANCE COVERAGE NOTED ABOVE. BEFORE COMMENCING WORK, CONTRACTOR SHALL SUBMIT CERTIFICATE OF INSURANCE TO LANDLORD IF REQUIRED. COMPLETION: C. THE CONTRACTOR AGREES TO PROTECT, DEFEND, INDEMNIFY AND HOLD HARMLESS THE OWNER, PROJECT MANAGER AND THE ARCHITECT AGAINST ALL LOSSES, COSTS, OR DAMAGE ON ACCOUNT OF ANY INJURY TO PERSONS OR PROPERTY IN THE PERFORMANCE OF THIS CONTRACT. DAMAGE TO OTHER WORK A. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL DAMAGE OR INJURY CAUSED TO THE WORK OF OTHER CONTRACTORS. GENERAL: EXCEPT AS OTHERWISE INDICATED, OR AS DIRECTED BY THE TENANT REPRESENTATIVE, USE MATERIAL FOR CUTTING AND PATCHING THAT ARE IDENTICAL TO EXISTING MATERIALS. IF IDENTICAL MATERIALS ARE NOT AVAILABLE, OR CANNOT BE USED, USE MATERIALS THAT MATCH EXISTING ADJACENT SURFACES TO THE FULLEST EXTENT POSSIBLE WITH REGARD TO VISUAL EFFECT. USE MATERIALS FOR CUTTING AND PATCHING THAT WILL RESULT IN EQUAL OR BETTER PERFORMANCE CHARACTERISTICS. E. INSPECTION: CONTRACT DOCUMENTS. E. SUBSTITUTIONS SUBMITTAL PROCEDURE: 1. SUBMIT THREE COPIES OF REQUEST FOR SUBSTITUTION FOR CONSIDERATION. LIMIT EACH REQUEST TO ONE PROPOSED SUBSTITUTION. 2. SUBMIT SHOP DRAWINGS, PRODUCT DATA, AND CERTIFIED TEST RESULTS ATTESTING TO THE PROPOSED PRODUCT EQUIVALENCE. 1. UPON COMPLETION OF THE WORK AND BEFORE THE FINAL PAYMENT IS MADE, THE CONTRACTOR SHALL SECURE AND DELIVER TO THE TENANT (COPY TO THE ARCHITECT) A PROPERLY ISSUED OCCUPANCY CERTIFICATE AND/OR ANY OTHER REQUIRED APPROVALS BY ANY AGENCIES HAVING JURISDICTION OVER THE WORK. THIS INCLUDES THE LANDLORD. UPON COMPLETION OF THE WORK AND BEFORE THE FINAL PAYMENT IS MADE, THE CONTRACTOR SHALL SECURE AND DELIVER PROMPTLY REPAIR SAID DAMAGES AT CONTRACTOR'S EXPENSE. B. IN CASE OF FAILURE TO CORRECT SAID DAMAGES, THE CONTRACTOR SHALL HAVE THE COST OF CORRECTING THEM DEDUCTED FROM HIS CONTRACT AMOUNT. BEFORE CUTTING, EXAMINE THE SURFACES TO BE CUT AND PATCHED AND THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. IF UNSAFE OR OTHERWISE UNSATISFACTORY CONDITIONS ARE ENCOUNTERED, TAKE CORRECTIVE ACTION BEFORE PROCEEDING WITH THE WORK. 3. THE ARCHITECT/ENGINEER WILL NOTIFY CONTRACTOR, IN WRITING, OF DECISION TO ACCEPT OR REJECT REQUEST. PART 2 -PRODUCTS - NOT USED 2. TO THE TENANT (COPY TO THE ARCHITECT) ALL GUARANTEES AND/OR WARRANTIES ON ALL EQUIPMENT SUPPLIES AND/OR C. FAILURE OF THE CONTRACTOR TO CORRECT DAMAGE TO THE WORK OF OTHER CONTRACTORS SHALL NOT EXCUSE SUCH BEFORE THE START OF CUTTING WORK, MEET AT THE WORK SITE WITH ALL PARTIES INVOLVED IN CUTTING AND PATCHING, PART 3 - EXECUTION - NOT USED INSTALLED BY THE CONTRACTOR AND HIS SUBCONTRACTORS. 3. UPON COMPLETION OF THE WORK AND BEFORE FINAL PAYMENT IS MADE, THE CONTRACTOR SHALL SUBMIT FINAL NOTARIZED OTHER CONTRACTORS FROM FINISHING THEIR PORTION OF THE WORK. INCLUDING MECHANICAL AND ELECTRICAL TRADES. REVIEW AREAS OF POTENTIAL INTERFERENCE AND CONFLICT BETWEEN THE VARIOUS TRADES COORDINATE LAYOUT OF THE WORK AND RESOLVE POTENTIAL CONFLICTS BEFORE PROCEEDING WITH THE WORK• SECTION 01700 - PROJECT CLOSEOUT WAIVERS OF LIEN FORM ALL SUBCONTRACTORS AND A FINAL NOTARIZED LIEN WAIVER FORM HIMSELF FOR THE FULL AMOUNT OF THE CONTRACT (INCLUDING ALL CHANGE ORDERS AND EXTRAS) FINAL LIEN WAIVERS SHALL STATE THAT THEY INCLUDE ANY CHANGES TO CONTRACT A. SPECIFY THE PROPOSED VARIATION, THE CHANGE TO CONTRACT AMOUNT, IF ANY, AND THE REASON FOR MAKING IT. F. PREPARATION: A. FINAL CLEANING AND ALL WORK ON THE SUBJECT PROJECT. MISCELLANEOUS PROVISIONS: 1. ALL WORK SHALL BE COORDINATED WITH AND SUBJECT TO APPROVAL BY, THE RULES OF THE LANDLORD. THIS INCLUDES RULES SET FORTH IN TENANT HANDBOOK. SUBMITTING EVIDENCE OF RULES MAY BE REQUIRED. OBTAIN A LIST OF RULES AND PROCEED ONLY AFTER AUTHORIZATION BY THE PROJECT MANAGER OR OWNER. B. NO CLAIM FOR CHANGES TO THE CONTRACT WILL BE APPROVED UNLESS A PRICE HAS BEEN AGREED UPON IN ADVANCE. ADDITIONAL WORK MUST BE APPROVED IN WRITING BY THE OWNER/PROJECT MANAGER PRIOR TO WORK BEING EXECUTED. TEMPORARY SUPPORT TO PREVENT FAILURE PROVIDE TEMPORARY SUPPORT OF WORK TO BE CUT. PROTECTION: PROTECT THE OTHER WORK DURING CUTTING AND PATCHING TO PREVENT DAMAGE, PROVIDE PROTECTION FROM ADVERSE WEATHER CONDITIONS FOR THAT PART OF THE PROJECT THAT MAY BE EXPOSED DURING CUTTING AND PATCHING OPERATIONS. AVOID INTERFERENCE WITH USE OF ADJOINING AREAS OR INTERRUPTION OF FREE PASSAGE TO ADJOINING AREAS. CLEAN IN ACCORDANCE WITH EXCELLENT HOUSEKEEPING PRACTICES. REMOVE GREASE, MASTIC, ADHESIVES , DUST, DIRT, STAINS, FINGERPRINTS, LABELS, AND OTHER FOREIGN MATERIALS FROM SIGHT -EXPOSED SURFACES. WASH AND SHINE STOREFRONT GLAZING AND MIRRORS. POLISH GLOSSY SURFACES TO SHINE CLEARLY. DSU VERIFY ENTIRE WORK AREA IS CLEAN. REGULATIONS FROM THE LANDLORD. 2. STORAGE OF CONTRACTORS CONSTRUCTION MATERIALS TOOLS, EQUIPMENT AND DEBRIS SHALL BE CONFINED TO THE LEASED PREMISES AND IN ANY OTHER AREA WHICH MAY BE DESIGNATED FOR SUCH PURPOSE BY THE LANDLORD. IN NO EVENT SHALL ANY MATERIAL OR DEBRIS BE STORED IN HALLS OR SERVICE/EXIT CORRIDORS. C. CALCULATE CHANGES TO THE CONTRACT AT SAME PERCENTAGES FOR OVERHEAD AND PROFIT AS IN ORIGINAL CONTRACT. TAXES A. PAY ALL SALES TAXES, SOCIAL SECURITY TAXES AND ANY OTHER TAXES REQUIRED BY LOCAL, STATE, OR FEDERAL TAKE PRECAUTIONS NOT TO CUT EXISTING PIPE, CONDUIT OR DUCT SERVING \THE BUILDING BUT SCHEDULED TO BE RELOCATED UNTIL PROVISIONS HAVE BEEN MADE TO BYPASS THEM. G. PERFORMANCE: B. MATERIALS AND MAINTENANCE MANUALS: MANUALS TO INCLUDE OPERATION AND MAINTENANCE INSTRUCTIONS AND COMPLETE PARTS LISTS AS FURNISHED BY MANUFACTURER FOR ALL SYSTEMS, EQUIPMENT, FIXTURES. FURNISH FINISHED COPIES IN OVERSIZED ENVELOPE , OVERSIZED DRAWINGS ACCORDION FOLDED. INCLUDE TYPEWRITTEN INDEX AND TABBED DIVIDERS BETWEEN CATEGORIES. CHANGES: GOVERNMENTS. HOLD THE OWNER, PROJECT MANAGER AND ARCHITECT HARMLESS AGAINST SAME. GENERAL: EMPLOY SKILLED WORKMEN TO PERFORM CUTTING AND PATCHING WORK EXCEPT AS OTHERWISE INDICATED OR AS C. EXTRA STOCK: 1. BILLS FOR EXTRAS WILL BE PAID ONLY WHEN WORK IS APPROVED IN WRITING. NO CHARGES BASED UPON VERBAL ORDERS WILL BE CONSIDERED UNLESS APPROVED. THE CONTRACTOR'S RECORDS FOR ALL CHARGES OR CREDITS SHALL AT ALL TIMES BE MADE AVAILABLE TO INSPECTION BY THE ARCHITECT OR TENANT. 2. SITE VISITS AS WELL AS A THOROUGH REVIEW OF TENANT HANDBOOK ARE REQUIRED PRIOR TO SUBMITTING A BID. NO CONSTRUCTION CLEANUP RIGHT TO TERMINATE THE CONTRACT APPROVED BY THE TENANT REPRESENTATIVE, PROCEED WITH CUTTING AND PATCHING AT THE EARLIEST FEASIBLE TIME AND COMPLETE WORK WITHOUT DELAY. CUTTING: CUT THE WORK USING METHODS THAT ARE LEAST LIKELY TO DAMAGE WORK TO BE RETAINED OR ADJOINING WORK TURN OVER EXTRA STOCK SPECIFIED IN TECHNICAL SECTIONS TO OWNERS REPRESENTATIVE STORE WHERE DIRECTED. D. THE FOLLOWING WORK CONSTITUTES SUBSTANTIAL COMPLETION. CHANGE ORDERS WILL BE ACCEPTED FROM THE T.G.C. OR ANY SUB -CONTRACTORS, FOR WORK THAT IS REQUIRED BASED ON SITE CONDITIONS OR WORK THAT IS OUTLINED IN THE TENANT HANDBOOK. A. THE OWNER SHALL HAVE THE AUTHORITY TO TERMINATE THE CONTRACT IF CONTRACTOR NEGLECTS THE WORK OR FAILS TO PERFORM THE PROVISIONS OF THE CONTRACT. THE OWNER SHALL GIVE CONTRACTOR SEVEN DAY'S WRITTEN NOTICE WHERE POSSIBLE REVIEW PROPOSED PROCEDURES WITH THE ORIGINAL INSTALLER COMPLY WITH ORIGINAL INSTALLERS RECOMMENDATIONS. 1. ALL CONSTRUCTION TO BE COMPLETE, READY FOR USE FOR WHICH THE PROJECT IS INTENDED. 2. ALL CLEANING, VACUUMING AND DUSTING COMPLETE. 3. THE CONCRETE SLAB IS EXISTING AND IS TO BE FINISHED AS SPECIFIED, THE SUB -CONTRACTORS ARE TO PATCH AND MATCH AS REQUIRED. PRIOR TO TERMINATION. CONTRACTOR SHALL BE PAID FOR ALL WORK COMPLETED WITHIN TEN DAYS OF TERMINATION. IN GENERAL, WHERE CUTTING IS REQUIRED USE HAND OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT 3. ALL DEBRIS, SCAFFOLDS, LADDERS, TOOLS AND EQUIPMENT REMOVED FROM JOB SITE. 4. MECHANICAL: ALL SYSTEMS IN OPERATING CONDITION, ALL CONTROLS, DIFFUSERS AND REGISTERS COMPLETE, SYSTEMS 4. THE T.G.C. IS TO VISIT THE SITE AND VERIFY ALL SITE CONDITIONS AND NOTIFY THE TENANT OF ANY DISCREPANCIES EXISTING CONDITIONS BEFORE COMMENCEMENT OF ANY WORK. PRELIMINARY OPERATION AND OPERABLE EQUIPMENT TO BE BY TENANT/OWNER FOR HAMMERING AND CHOPPING. CUT THROUGH CONCRETE AND MASONRY USING A CUTTING MACHINE SUCH AS A CARBORUNDUM SAW OR CORE DRILL TO INSURE NEAT HOLE. CUT HOLES AND SLOTS NEATLY TO SIZE REQUIRED WITH MINIMUM DISTURBANCE OF ADJACENT WORK. BALANCED (BALANCING REPORT REQUIRED FOR PUNCH LIST INSPECTION) ALL PLUMBING COMPLETE. 5. ELECTRICAL: ALL SYSTEMS IN OPERATING CONDITION, COMPLETE WITH TRIM, ALL LIGHT FIXTURES OPERABLE WITH LAMPS BETWEEN THE DRAWINGS AND THE A. CONTRACTOR SHALL ALLOW ALL COMPLETED OPERATED AND LENSES, MAINTENANCE DATA. 5. ALL MATERIALS AND PRODUCTS SHALL BE NEW, AND OPERATED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 6. UNLESS DONE PRIOR TO THE AWARD OF THE CONTRACT, THE T.G.C. SHALL FILE THE REQUIRED PLANS, ETC. WITH THE LOCAL BUILDING DEPARTMENT FOR APPROVAL. ACCEPTANCE. SERVICE A. PROVIDE SERVICE ON ENTIRE SYSTEMS FOR A PERIOD OF ONE YEAR FROM DATE OF COMPLETION. PROVIDE ALL TO AVOID MARRING EXISTING FINISHED SURFACES, CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES. TEMPORARILY COVER OPENINGS WHEN NOT IN USE. BY-PASS UTILITY SERVICES SUCH AS PIPE AND CONDUIT, BEFORE CUTTING, WHERE SUCH UTILITY SERVICES ARE SHOWN OR 6. CERTIFICATE OF OCCUPANCY OBTAINED FROM LOCAL AGENCIES. 7. LANDLORD APPROVAL TO OPEN FOR BUSINESS. REVIEWED FOR CODE COMPLIANCE APPROVED 7. THE T.G.C. SHALL FURNISH AND INSTALL ALL NECESSARY BARRICADES, TEMPORARY CONSTRUCTION, DUST SHIELDS, AND SCAFFOLDING AS REQUIRED BY THE LANDLORD. THE T.G.C. IS RESPONSIBLE FOR BARRICADE COSTS INCLUDING FINISHES AND PERIODIC MAINTENANCE NECESSARY FOR PEAK EFFICIENCY OF ALL PHASES OF THESE SYSTEMS, TO INCLUDE OPERATIONAL AND PREVENTATIVE MAINTENANCE. REQUIRED TO BE REMOVED, RELOCATED OR ABANDONED, CUT -OFF CONDUIT AND PIPE IN WALLS OR PARTITIONS TO BE REMOVED. AFTER BY-PASS AND CUTTING, CAP VALVE, OR PLUG AND SEAL TIGHT REMAINING PORTION OF PIPE AND CONDUIT TO PREVENT ENTRANCE OF MOISTURE OR OTHER FOREIGN MATTER. DIVISION 2 - SITE WORK AN 3 1 2017 GRAPHICS AS REQUIRED BY THE LANDLORD. MAINTENANCE, REMOVAL AND REPAIR, CLEANUP OR ANY RECONSTRUCTION REQUIRED AS A RESULT OF THE BARRICADE. GUARANTEE PATCHING: PATCH WITH SEAMS WHICH ARE DURABLE AND AS INVISIBLE AS POSSIBLE. COMPLY WITH SPECIFIED TOLERANCES SECTION 02060 - EXISTING CONDITIONS city of Tukwila 8. T.G.C. TO CONTACT LANDLORDS SITE REPRESENTATIVE AND/CONTRACTORS AND COORDINATE HIS WORK WITH LANDLORDS A. GUARANTEE THAT ALL MATERIALS ARE THE TYPE AND GRADE SUITABLE FOR ITS USE, THAT ALL LABOR WILL BE OF SUITABLE SKILL, THAT ALL WORK WILL BE PERFORMED IN A WORKMANLIKE MANNER AND WILL BE IN GOOD CONDITION AT FOR THE WORK. BULONG. IDIVISION REQUIREMENTS. 9. T.G.C. IS RESPONSIBLE FOR ASSOCIATED REMEDIES AND COST FOR FAILURE TO REPORT SITE AND CONSTRUCTION CONDITIONS. T.G.C. IS REQUIRED TO REPORT ANY MODIFICATION AND ADDITIONAL WORK DONE ON SITE TO ACCOMMODATE NEW DESIGN. T.G.C. MUST ALSO BE ABLE TO VERIFY, IF REQUESTED BY LIDS SPORTS GROUP, THAT THEY DID IN FACT COMPLY WITH THE REQUIREMENTS OF THE PROJECT AS SHOWN IN THESE PLANS AND SPECIFICATIONS. GENERAL DATE OF COMPLETION. B. THE CONTRACTOR GUARANTEES ALL WORK FORA MINIMUM PERIOD OF ONE YEAR AFTER COMPLETION AND THE ACCEPTANCE BY THE OWNER, INCLUDING IMMEDIATE REPAIRS. C. CORRECT ALL DEFECTS WHICH MAY APPEAR IN THE WORK WITHIN ONE YEAR AFTER ITS COMPLETION ARISING FROM DEFECTIVE OR IMPROPER MATERIAL OR WORKMANSHIP. REPLACE OR REPAIR ANY PART OF THE WORK WHICH IS DAMAGED WHERE FEASIBLE, INSPECT AND TEST PATCHED AREAS TO DEMONSTRATE INTEGRITY OF WORK. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND WHERE NECESSARY EXTEND FINISH RESTORATION INTO RETAINED ADJOINING WORK IN A MANNER WHICH WILL ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. WHERE REMOVAL OF WALLS OR PARTITIONS EXTENDS FROM ONE FINISHED AREA INTO ANOTHER FINISHED AREA, PATCH AND REPAIR FLOOR AND WALL SURFACES IN THE NEW SPACE TO PROVIDE AN EVEN SURFACE OF UNIFORM COLOR AND APPEARANCE. IF NECESSARY TO ACHIEVE UNIFORM COLOR AND APPEARANCE, REMOVE EXISTING FLOOR AND WALL COVERINGS AND REPLACE A. GENERAL AND SUB -CONTRACTORS ARE TO VISIT THE JOB SITE TO INSPECT THE EXISTING COND AMOUNT OF WORK THAT WILL BE NECESSARY FOR THE PROJECT TO BE COMPLETED AS SHOWN B. UTILITIES OF RECORD ARE SHOWN ON THE DRAWINGS IN SO FAR AS POSSIBLE TO DO SO. HOWEVER, CONVENIENCE ONLY AND THE TENANT ASSUMES NO RESPONSIBILITY FOR IMPROPER LOCATIONS LOCATIONS ON THE DRAWINGS. C. T.G.C. TO VERIFY ELEVATION AND CONDITION OF EXISTING FLOOR SUBSTRATE AND REPORT TO -- 6 ' ° ®D=TO VE ON THE ARCHITECTURAL PLAN. THEY ARE SHOWN FOR OR FAILURE TO SHOW UTILITY RECEIVED THE OWNEffrillistGIVIMEIL A. THE STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR, OWNER MOST CURRENT CONSTRUCTION CONTRACT, IS HEREBY MADE PART OF THESE DOCUMENTS. B. THE GENERAL CONDITIONS OF THE CONTRACT ARE THE AMERICAN INSTITUTE OF ARCHITECTS STANDARD DOCUMENT NO. A201 "THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", BUILDINGS, HEREINAFTER REFERRED TO AS THE OR DISTURBED AS A RESULT OF SAID CORRECTION. D. A MANUFACTURER'S WARRANTY ON ANY ITEM SHALL NOT RELIEVE THE CONTRACTOR FROM FULL RESPONSIBILITY FOR ADEQUATE FUNCTION/OPERATION OF SAID GUARANTEE/WARRANTY ITEMS ABOVE. WITH NEW MATERIALS. WHERE PATCH OCCURS INA SMOOTH PAINTED SURFACE, EXTEND FINAL PAINT COAT OVER ENTIRE UNBROKEN SURFACE CONTAINING PATCH AFTER PATCHED AREA HAS RECEIVED PRIME AND BASE COAT. CLEANING: THOROUGHLY CLEAN AREAS AND SPACES WHERE WORK IS PERFORMED OR USED AS ACCESS TO WORK. REMOVE ANY OF THE FOLLOWING CONDITIONS: 1. VARIATION OF 1/2" OR MORE OVER ENTIRE FLOOR AREA OF PROJECT. AUG 1 5 2017 2. SLOPES OF 1/8" PER 10 FEET OR GREATER IN ANY AREA OF THE PROJECT. PERMIT CENTER 3. ROUGH OR UNSTABLE SUBSTRATE SURFACES REQUIRING EXTENSIVE REMEDIAL WORK. "GENERAL CONDITIONS" C. THE CONTRACTOR SHALL FURNISH THE OWNER WITH FINAL APPLICATIONS FOR PAYMENT, A MINIMUM ONE YEAR WRITTEN GUARANTEE, WARRANTING ALL WORK IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL CONDITIONS. E. WARRANTIES OF MATERIALS AND WORKMANSHIP SHALL BE WRITTEN TO THE BENEFIT OF BOTH OWNER AND TENANT/PROJECT MANAGER PRIOR TO FINAL PAYMENT. COMPLETELY PAINT, MORTAR, OILS, PUTTY AND ITEMS OF SIMILAR NATURE. THOROUGHLY CLEAN PIPING, CONDUIT AND SIMILAR FEATURES BEFORE PANTING OR OTHER FINISHING IS APPLIED. RESTORE DAMAGED PIPE COVERING TO ITS ORIGINAL CONDITION. SECTION 01600 - MATERIAL AND EQUIPMENT D. GENERAL AND SUB -CONTRACTORS TO VERIFY CONDITION OF EXISTING COMPONENTS WHEN THEY ARE TO BE REUSED THESE SHALL BE OPERATIONAL AND FREE OF AESTHETIC FLAWS AND SUITABLE FOR THEIR INTENDED USE. REFER ANY QUESTIONS TO THE OWNER IF THERE IS DOUBT CONCERNING THE ACCEPTABILITY OF ANY COMPONENT PROVIDE THE OWNER A COST OF REPLACING THE QUESTIONABLE COMPONENTS. VERIFY THAT EXISTING SURFACES WILL PROVIDE A SUITABLE SUBSTRATE FOR D. THE OWNER RESERVES THE RIGHT TO WAIVE IRREGULARITIES AND TO REJECT ANY AND ALL BID PROPOSALS. DIVISION 1 - GENERAL REQUIREMENTS PART 1 -GENERAL NEW MATERIALS AND FINISHES TO BE INSTALLED. HAZARDOUS MATERIALS: E. UNLESS NOTED OTHERWISE, DIRECTIVES ISSUED IN THE SPECIFICATIONS ARE ADDRESSED TO THE GENERAL CONTRACTOR. F. FURNISH ALL LABOR, MATERIALS, APPLIANCES, TRANSFORMATION AND SERVICES REQUIRED FOR SATISFACTORY SECTION 01010 - SUMMARY OF WORK I. PRODUCTS: A. PRODUCTS: MEANS NEW MATERIAL, MACHINERY, COMPONENTS, EQUIPMENT, FIXTURE AND SYSTEM FORMING THE WORK. IF THE PRESENCE OF HAZARDOUS MATERIAL AT THE JOB SITE IS ASCERTAINED BY THE OWNER PRIOR TO ISSUANCE OF CONSTRUCTION DOCUMENTS THE OWNER MAY ELECT, AT HIS OPTION, TO EMPLOY A HAZARDOUS MATERIAL ABATEMENT COMPLETION OF THE WORK. G. INSPECT PREMISES AND VERIFY EXISTING CONDITIONS AND DIMENSIONS. REPORT ERRORS OR INCONSISTENCIES TO THE ARCHITECT AND PROJECT MANAGER BEFORE ANY WORK IS DONE. FAILURE TO DO SO RELIEVES ARCHITECT, PROJECT MANAGER AND OWNER OF RESPONSIBILITY FOR CORRECTION OF RESULTING PROBLEMS. A. THE SCOPE OF WORK INDICATED IN THE CONSTRUCTION DOCUMENTS ENCOMPASSES THE OVERALL DESIGN INTENT FOR THIS PROJECT. THE GENERAL CONTRACTOR IS RESPONSIBLE TO INTERPRET THE DOCUMENTS,ASK QUESTIONS IN TIMELY FASHION AND CONSTRUCT A COMPLETE AND ACCEPTABLE PROJECT BASED ON THE DESIGN INTENT, AT THE AGREED CONSTRUCTION COST. DOES NOT INCLUDE MACHINERY AND EQUIPMENT USED FOR PREPARATION, FABRICATION, CONVEYING AND ERECTION OF THE WORK PRODUCTS MAY ALSO INCLUDE EXISTING MATERIALS OR COMPONENTS REQUIRED FOR REUSE. CONTRACTOR TO ISOLATE, REMOVE AND DISPOSE OF THE HAZARDOUS MATERIAL IN A SAFE AND LEGAL MANNER. IF SCHEDULING ISSUES AND DEMOLITION IS REQUIRED TO EXPOSE CONCEALED HAZARDOUS MATERIAL REQUIRES THE OWNER TO ENGAGE IN THE SERVICES OF AN ABATEMENT CONTRACTOR SIMULTANEOUS WITH T CON TORS S ULE, THE G a 4 rx t f£ ULE, . " .. CONTRACTOR WILL MEET WITH THE CONTRACTOR AND THE OWNER PR I DE .I� AND C00' Y. WORK OF EACH RESPECTIVE CONTRACTOR. 4009 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL 973.253.9390 FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): T J. SARGENTI ATE OF WASHINGTON CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: id/ LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: MB REVIEWED BY: WS TITLE: SPECIFICATIONS SHEET NUMBER: 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL 9 7 3. 2 5 3. 9 3 9 0 F A X WWW.SARGARCH.COM CONSULTANT (ENGINEER): ARCHITECTURAL SEAL: CO TRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: WS LIDS GENESCO INC. 7555 WOODLAND ERNE INDIANAPOLIS, IN 46278 IF THE PRESENCE OF UNANTICIPATED HAZARDOUS MATERIALS IS ASCERTAINED OR SUSPECTED DURING SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 DIVISION 3 - CONCRETE - CONT. 06200 - FINISH CARPENTRY / MILLWORK DIVISION 7 - THERMAL & MOISTURE PROTECTION CONSTRUCTION, IMMEDIATELY CEASE WORK IN THE IMMEDIATE AREA OF THE MATERIAL ENCOUNTERED. -PROVIDE AND INSTALL ALL WORK SHOWN AND AS REQUIRED TO FINISH THE JOB. CONTACT THE OWNERS REPRESENTATIVE PRIOR TO ARRANGING TO HAVE THE TOXICITY AND EXTENT OF THE MATERIAL TESTED. A DETERMINATION BY THE OWNER AND HIS CONSULTANT(S) WILL BE MADE AS TO PREFERRED METHOD OF ISOLATING, REMOVING AND DISPOSING OF THE HAZARDOUS MATERIAL. THE GENERAL CONTRACTOR MAY BE ASKED TO SUBMIT A PROPOSAL TO THE OWNER FOR REMOVAL AND DISPOSAL OF THE HAZARDOUS MATERIAL BY LICENSED AND QUALIFIED PERSONNEL IN A SAFE AND LEGAL MANNER. THE OWNER, AT HIS OPTION, MAY ELECT TO SOLICIT PROPOSALS FROM OTHER QUALIFIED CONTRACTORS FOR THE SAME SCOPE OF WORK, IN WHICH CASE THE CONTRACTORS WILL BE DETERMINED IN A JOINT MEETING WITH OWNERS REPRESENTATIVE. SECTION 02070 - SELECTIVE DEMOLITION P. SLABS TO RECEIVE A GROUT BED FINISH SHALL BE WATER CURED FOR 7 DAYS WITHOUT USE OF CURING COMPOUND. Q. CONCRETE WORK SHALL NOT BE DONE WHERE TEMPERATURES ARE 49 DEGREES FAHRENHEIT OR LESS. R. THOROUGHLY CLEAN SLABS WHICH WILL REMAIN EXPOSED UPON COMPLETION OF WORK. AFTER CLEANING APPLY A SECOND COAT OF CURING/HARDENING COMPOUND TO THE EXPOSED CONCRETE. S. INCLUDE CONTROL JOINTS AT EACH COLUMN LINE AND NO MORE THAN 30' O.C. IN EACH DIRECTION. T. SEPARATE SLABS AT COLUMNS FROM REST OF SLAB WITH A 1/4" ISOLATION JOINT IN "DIAMOND" PATTERN AT COLUMN. - PERFORM CARPENTRY WORK TO THE BEST STANDARDS OF PRACTICE. LAY OUT WORK CAREFULLY TO PRODUCE RESULTS INTENDED BY DRAWINGS AND TO ACCOMMODATE WORK OF OTHER TRADES. - INSTALL INTERIOR TRIM IN ACCORDANCE WITH A.W.I. STANDARDS. - INTERIOR TRIM SHALL BE FIRE -RETARDANT TREATED TO COMPLY WITH LOCAL FLAME SPREAD OR OTHER CODES. WHERE WOOD IS USED AS SUBSTRATE FOR PLASTIC LAMINATE OR OTHER FINISH SURFACES, THE CONTRACTOR MAY SUBSTITUTE "DURAFLAKE FR" CLASS I FIRE -RATED PARTICLE BOARD BY WILLAMETTE INDUSTRIES, INC., OR APPROVED EQUAL. - FINISH WOODWORK SMOOTH ON EXPOSED SURFACES, FREE FROM MACHINE MARKS OR DEFACEMENTS. SAND INTERIOR ROOFING A. ROOF PENETRATIONS AS REQUIRED, PERFORMED BY LANDLORD'S APPROVED ROOFER AS PART OF THE LANDLORD'S GENERAL CONTRACTOR'S CONSTRUCTION REQUIREMENTS WHEN APPLICABLE, AT TENANTS EXPENSE. B. STRUCTURALLY BRACE NEW OPENINGS AS REQUIRED, WITH EQUIPMENT CURBS AS SPECIFIED FOR MECHANICAL EQUIPMENT. ALL NEW ROOFING AND RELATED ACCESSORIES SHALL BE BY THE SAME MANUFACTURER, AND OF THE SAME TYPE AND SPECIFICATION AS THE ORIGINAL ROOF. PERFORM ALL ROOFING WORK BY INDIVIDUALS CERTIFIED BY THE ROOFING MANUFACTURER FOR SAID INSTALLATION. IF THE LANDLORD REQUIRES, THE ROOFING CONTRACTOR SHALL PROVIDE CERTIFICATION AFTER THE WORK IS COMPLETED THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. A. DESCRIPTION OF WORK: EXTENT OF SELECTIVE DEMOLITION WORK IS INDICATED ON THE DRAWINGS. TYPES OF SELECTIVE DEMOLITION WORK: DEMOLITION REQUIRES THE SELECTIVE REMOVAL AND SUBSEQUENT OFF SIT DISPOSAL OF THE FOLLOWING: PORTIONS OF BUILDING STRUCTURE INDICATED ON DRAWINGS AND AS REQUIRED TO ACCOMMODATED NEW CONSTRUCTION. U. 2" THICK RIGID PERIMETER INSULATION SHALL BE INSTALLED WHEREVER NEW SLAB WORK ABUTS EXTERIOR WALLS. VUSE GROUT/ANCHORING CEMENT COMPLYING WITH ASTM C1107 TO SECURE INSERTS IN CORES V. . SECTION 03010 - CONCRETE WORK WOODWORK BY HAND AFTER ERECTED. MAKE ALL JOINTS NEATLY AND ACCURATELY. PROPERLY PROTECT COMPLETED FINISH WORK. A. DESCRIPTION OF SYSTEM SEE DIVISION OF V/ORK SCHEDULE FOR ITEMS FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR (FOIC) WATERPROOFING A. PROVIDE DEX-O-TEX BARRIER GUARD, LATICRETE 9235, OR MAPEI MAPELASTIC HPG 56 MIL MINIMUM THICKNESS WATERPROOF MEMBRANE UNDER ALL BATHROOM FLOORING INSTALLATIONS AND EXTEND UP SURROUNDING WALLS WITH A MINIMUM 6" HEIGHT. PROVIDE MANUFACTURER'S STANDARD 1 YEAR PRODUCT WARRANTY. WATERPROOFING MUST BE FLOOD TESTED AND APPROVED BY THE ON-SITE LANDLORD REPRESENTATIVE PRIOR TO INSTALLATION OF FLOORING. REMOVAL OF INTERIOR PARTITIONS REMOVAL OF DOORS AND FRAMES.C. A. WHERE THERE IS AN EXISTING CONCRETE FLOOR SLAB, PREPARE THE SLAB TO RECEIVE FINISH AS INDICATED ON DRAWINGS. B. CODES AND STANDARDS: AWI, QUALITY STANDARDS AND GUIDE SPECIFICATIONS MANUAL. ROUGH LUMBER AND PLYWOOD SECTION 07250 - FIREPROOFING REMOVAL AND PROTECTION OF EXISTING FIXTURES AND EQUIPMENT. SECTION 03015 - FLOOR SLAB MODIFICATIONS LUMBER HAVING MODULES OF ELASTICITY OF NOT LESS THAN 1.600,000 PSI AND ALLOWABLE FIBER STRESS OF MORE THAN RATING WHERE MEMBERS DO NOT FIRE AS REQUIRED BY OR B INSURANCE WHERE STRUCTURALRUS OHAVE ARE RESISTANCEFING CODE, LANDLORD,NDRD ITEMS DETERMINED BY FIELD SURVEY AND COORDINATION WITH THE OWNER. B. SUBMITTALS: A. SUBCONTRACTORS SHALL INSPECT THE EXISTING SLAB CONDITIONS TO DETERMINE THE AMOUNT OF CONCRETE FLOOR SLAB TO BE REMOVED AND REPLACED FOR INSTALLATION OF PLUMBING, ELECTRICAL AND MECHANICAL WORK. ALL PENETRATIONS OF THE SLAB SHALL BE COORDINATED WITH THE LANDLORD TENANT COORDINATOR. 1400 PSI, IN STANDARD DIMENSIONS, MOISTURE CONTENT NOT MORE THAN 19% FIRE TREATMENT OF ALL ROUGH LUMBER AND PLYWOOD IS AS FOLLOWS: 1. ROUGH LUMBER TREATED WITH A PRESSURE FIRE RETARDANT PER AMERICAN WOOD PRESERVERS ASSOCIATION STANDARD AWPA C20, EACH PIECE TO BEAR U.L. LABEL "FR -S" PROVIDE A U.L. APPROVED ANN SYSTEM INSTALLED IO WITH A U.L. DESIGN REQUIREMLISTED ASSEMBLY. SECTION 07250 - FIRESTOPPING SCHEDULE: SUBMIT SCHEDULE INDICATING PROPOSED METHODS AND SEQUENCE OF OPERATIONS FOR SELECTIVE DEMOLITION WORK TO OWNERS REPRESENTATIVE FOR REVIEW PRIOR TO COMMENCEMENT OF WORK. INCLUDE COORDINATION FOR SHUT-OFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES AS REQUIRED. TOGETHER WITH DETAILS FOR DUST AND NOISEC. CONTROL PROTECTION. COORDINATE WITH OWNERS CONTINUING OCCUPATION OF PORTIONS OF REMODELED SPACE. (NOT APPLICABLE) B. ALL FLOOR PENETRATIONS TO BE WATERPROOFED PER LANDLORDS REQUIREMENTS. WHERE THERE IS AN EXISTING FLOOR SLAB REQUIRING LEVELING, SUB -CONTRACTORS SHALL PERFORM CONCRETE LEVELING UTILIZING ARDEX K-55 FAST SETTING CONCRETE UNDERLAYMENT PATCH AS MANUFACTURED BY ARDEX INC. 630 STOOPS FERRY ROAD, CORAPOLIS, PA 15108 (412) 264-4240. 2. PLYWOOD AND PARTICLE BOARD TREATED WITH PRESSURE FIRE RETARDANT PER AMERICAN WOOD PRESERVERS ASSOCIATION STANDARD AWPA C27, EACH PIECE TO BEAR U.L. LABEL PLYWOOD CONCEALED FROM VIEW ONLY. D. FINISH LUMBER: 1. REFER TO THE DRAWINGS FOR SPECIES. WHERE PENETRATIONS OCCUR INA RATED FIRE RESISTANT ASSEMBLY, INSTALL FIRESTOPPING INA MANNER THAT MAINTAINS THE REQUIRED FIRE SEPARATION. USE FIRE STOP SYSTEM AS MANUFACTURED BY UNITED STATES GYPSUM OR APPROVED EQUAL. SECTION 7900 - JOINT SEALANTS C. JOB CONDITIONS: CONDITIONS EXISTING AT THE SAME TIME OF COMMENCEMENT OF CONTRACT WILL BE MAINTAINED BY OWNER INSOFAR AS BY OWNERS REMOVAL AND SALVAGE OPERATIONS D. COORDINATE PREPARATION AND INSTALLATION WITH REQUIREMENTS OF FINISH FLOOR MANUFACTURERS SPECIFICATIONS PRIME CONCRETE AND INSTALL PATCH PER ARDEX'S WRITTEN RECOMMENDATIONS. DO NOT USE AS A WEAR SURFACE OR WHERE SUBJECT TO STANDING WATER OR AT EXTERIOR LOCATIONS.1. 2. MOISTURE CONTENT, KILN DRIED, NOTE MORE THAN 9% WHEN DELIVERED. 3. FLAME SPREAD RATING AS NOTED ON DRAWINGS OR AS REQUIRED BY CODE. E. PLYWOOD: A. SEAL INTERIOR AND EXTERIOR: JOINT BETWEEN GYPSUM WALL BOARD AND ALL OF THE FOLLOWING TRIM; BASE, FRAMES WINDOW, DOOR, MIRRORS, BARS: SEALANT "A" PRACTICABLE. HOWEVER, VARIATIONS WITHIN STRUCTURE MAY OCCUR PRIOR TO START OF SELECTIVE DEMOLITION WORK. WRITTEN REQUEST, OR WHEN ACCEPTANCE WILL REQUIRE REVISION OF THE PARTIAL DEMOLITION AND REMOVAL: ITEMS TO BE REMOVED BUT OF SALVABLE VALUE TO CONTRACTOR MAY BE REMOVED FROM DIVISION 5 -METALS 1. WHERE HARDWOOD IS NOTED: FACE VENEERS SHALL BE AS NOTED ON DRAWINGS. 2. FLAME SPREAD RATINGS AS NOTED ON DRAWING OR AS REQUIRED BY CODE. 2. PLUMBING FIXTURE WALUFLOOR INTERFACE: SEALANT "B" 3. HORIZONTAL FLOOR DECK JOINTS: SEALANT "C" STRUCTURE AS WORK PROGRESSES. TRANSPORT SALVAGED ITEMS FROM SITE AS THEY ARE REMOVED. ON SITE WILL NOT BE PERMITTED. SECTION 05400 - COLD FORMED METAL FRAMING F. FABRICATION: CONFORM TO AWI QUALITY STANDARDS, CUSTOM GRADE RELIEVE BACKS OF WOOD TRIM, KERF BACKS OF MEMBER MORE 4. AS INDICATED. STORAGE AND SALE OF REMOVED ITEMS PROTECTIONS: PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OWNERS SEE ALSO SECTION 09110 THAN 5 INCHES WIDE AND 1 INCH NOMINAL THICKNESS EASE ALL EXTERNAL CORNERS. B. BACK-UP MATERIAL: FIBERGLASS, POLYURETHANE FOAM, OR POLYETHYLENE FOAM, AS RECOMMENDED BY SEALANT MANUFACTURER. PERSONNEL AND GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION WORK. PROVIDE PROTECTIVE MEASURES AS REQUIRED TO PROVIDE FREE AND SAFE PASSAGE OF OWNERS PERSONNEL AND GENERAL PUBLIC TO AND FROM OCCUPIED PORTIONS OF THE BUILDING. ERECT TEMPORARY COVERED PASSAGEWAYS AS REQUIRED BY AUTHORITIES HAVING JURISDICTIONS. A. DESIGN FOR METAL FRAMING SYSTEM IS BASED UPON PHYSICAL AND STRUCTURAL PROPERTIES FOR MEMBERS AS PUBLISHED BY UNITED STATES GYPSUM SUB -CONTRACTOR IS TO PROVIDE AND INSTALL METAL STUD FRAMING OF DEPTH AND GAUGE AS INDICATED IN THE DRAWINGS. IF GAUGES OF VERTICAL MEMBERS ARE NOT SPECIFIED, PROVIDE MEMBERS IN ACCORDANCE WITH STUD SCHEDULE ON THE DRAWINGS OR AS PUBLISHED BY U.S.G. IF LOADING CONDITIONS ARE UNUSUAL OR DIFFERENT FROM THOSE INDICATED ON THE DRAWINGS. CONTACT THE TENANTS REPRESENTATIVE FOR RESOLUTION.5. G. INSTALLATION: 1. INSTALL ALL MATERIAL WITH TIGHT JOINTS. 2. MITER CASINGS AND MOLDINGS. 3. ALL RUNNING TRIM ONE PIECE UP T010'-0". MATCH GRAIN AND COLOR PIECE TO PIECE. 4. USE FINISH NAILS EXCEPT WHERE SCREWS SHOW. SET FASTENERS FOR PUTTYING. EASE ALL EXPOSED WOOD EDGES 1/8" WIDE MINIMUM RADIUS, OR AS INDICATED. C. MATERIALS: SEALANT "AL POTABLE GENERAL PURPOSE GE ALL PURPOSE ACRYLIC LATEX SEALANT OF GE SILICONE 2 WITH OIL BASED PRIMER, INSTALL OR PRIME PER MANUFACTURERS GUIDELINES. 2. SEALANT "B" SILICONE RUBBER, MILDEW RESISTANT, CONFORMING TO ASTM C920. APPROVED: GE 1700 SANITARY SEALANT. PROVIDE INTERIOR AND EXTERIOR SHORING. BRACING, OR SUPPORT TO PREVENT MOVEMENT SETTLEMENT, OR COLLAPSE OF STRUCTURE OR ELEMENT TO BE DEMOLISHED, AND ADJACENT FACILITIES OR WORK TO REMAIN. DIVISION 6 - WOODS & PLASTICS SECTION 06310 - FIRE RETARDANT TREATMENT 3. SEALANT "C" POLYURETHANE, ONE COMPONENT, CONFORMING TO FED SPEC TT A. SCOPE -S -00-230C. TYPE 1, CLASS A, AND ASTM C920. APPROVED: MAMECOS VULKEN 45 PROTECT FROM DAMAGE EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE AND BECOMES EXPOSED DURING DEMOLITION OPERATIONS. PROTECT FLOORS WITH SUITABLE COVERINGS WHEN NECESSARY. CONSTRUCT TEMPORARY INSULATED SOLID DUST PROOF PARTITIONS WHERE REQUIRED TO SEPARATE AREAS WHERE NOISY OR GENERAL A. ALL MATERIALS ABOVE THE CEILING SHALL BETON-COMBUSTIBLE AS REQUIRED BY CODE. WHERE INTERIOR FINISHES ARE REQUIRED TO HAVE A CLASS 1 OR A RATING PER CODE REQUIREMENTS AND THE SPECIFIED MATERIALS AND FINISHES ARE NOT OF A SUFFICIENT FLAME SPREAD RATING APPLY FIRE RETARDANT TREATMENT WHERE INTERIOR FINISHES ARE REQUIRED TO HAVE A CLASS II OR CLASS B RATING PER CODE REQUIREMENTS AND THE SPECIFIED MATERIAL AND FINISHES ARE NOT OF A SUFFICIENT FLAME SPREAD RATING, APPLY 4. SEALANT "E" NON HARDENING, HIGHLY ELASTIC, WATER-BASED SEALANT MEETING ASTM C557 AND COMPLYING WITH ASTM C919 APPROVED USG ACOUSTICAL SEALANT. 5. COLOR TO APPROXIMATE ADJACENT SURFACES, UNLESS DIRECTED OR INDICATED OTHERWISE. EXTENSIVE DIRT OR DUST OPERATIONS ARE PERFORMED. EQUIP PARTITIONS WITH DUST PROOF DOORS AND SECURITY LOCKS IF REQUIRED. B. WOOD FRAMING SHALL BE USED ONLY FOR MINOR, MISCELLANEOUS BLOCKING OR AS SHOWN ON DRAWINGS, AND SHALL BE FIRE -RETARDANT TREATED LUMBER. FIRE RETARDANT TREATMENT. B. MATERIALS DIVISION 8 - DOORS &WINDOWS PROVIDE TEMPORARY WEATHER PROTECTION DURING INTERVAL BETWEEN DEMOLITION AND REMOVAL OF EXISTING CONSTRUCTION ON EXTERIOR SURFACES, AND INSTALLATION OF NEW CONSTRUCTION TO INSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO STRUCTURE OR INTERIOR AREAS OF THE BUILDING. C. MATERIALS SHALL BE NEW, AND WORK SHALL BE PERFORMED IN QUALITY WORKMANLIKE MANNER. D. LUMBER IN CONTACT WITH CONCRETE OR TERRAllO FLOORS SHALL BE PRESSURE TREATED. SECTION 06100 - ROUGH CARPENTRY FIRE POLY AQUEOUS BASED RESIN AS MANUFACTURED BY FLAME SAFE CHEMICAL CORPORATION, OR APPROVED EQUAL. C. INSTALLATION APPLY FLAME RETARDANT TREATMENT IN COMPLIANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS. DO NOT THIN OR DILUTE PRODUCT STORE IN MANNER RECOMMENDED BY MANUFACTURER AND DO NOT ALLOW TO FREEZE. STOREFRONT CLOSURE REFER TO DRAWINGS FOR COMPLETE SPECIFICATIONS REMOVE PROTECTIONS AT COMPLETION OF THE WORK. DAMAGES: PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION WORK AT NO COST TO THE OWNER. PART 1- GENERAL REFERENCES SECTION 06400 - ARCHITECTURAL CASEWORK A. SUBMITTALS: INCLUDE FABRICATION METHODS, FINISHING, HARDWARE, ACCESSORIES, AND INSTALLATION RECOMMENDATIONS. B. STOREFRONT HARDWARE TO INCLUDE THE FOLLOWING: I. GENERAL REFERENCES TRAFFIC: CONDUCT SELECTIVE DEMOLITION OPERATIONS AND DEBRIS REMOVAL IN A MANNER TO ENSURE MINIMUM A. REFERENCE STANDARDS: COMPLY WITH THE REQUIREMENTS OF THE REFERENCE STANDARD NOTED HEREIN, EXCEPT PROVIDE ARCHITECTURAL CASEWORK REQUIRING EXPERT CRAFTSMANSHIP AND JOINERY, WHERE INDICATED IN THE DRAWINGS AND AS SPECIFIED HEREIN. 1. PROVIDE MANUFACTURER'S ANCHORAGE AND FASTENERS CONCEALED EXCEPT AS OTHERWISE REQUIRED. FINISH HEAD OR EXPOSED FASTENERS TO MATCH ADJACENT INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE, BLOCK, OR OTHERWISE OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED FACILITIES WITHOUT WRITTEN PERMISSION FROM AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAY IF REQUIRED BY GOVERNING REGULATIONS. EXPLOSIVES: THE USE OF EXPLOSIVES IS NOT PERMITTED. WHERE INTERRUPTIONS TO EXISTING UTILITIES, AS ACCEPTABLE TO GOVERNING AUTHORITIES. MORE STRINGENT REQUIREMENTS ARE DESCRIBED HEREIN OR OTHERWISE REQUIRED BY THE CONTRACT DOCUMENTS. 1. ADA -AMERICANS WITH DISABILITY ACTS 1990 2. DHI-DOOR AND HARDWARE INSTITUTE 3. NFPA-NATIONAL DESIGN SPECIFICATION OF WOOD CONSTRUCTION QUALITY ASSURANCE: EXCEPT AS OTHERWISE INDICATED BY THE DRAWINGS OR THERE SPECIFICATIONS, PROVIDE ARCHITECTURAL WOODWORK IN COMPLIANCE WITH THE ARCHITECTURAL WOODWORK INSTITUTE'S "QUALITY STANDARDS" AS FOLLOWS: CASEWORK: AWI SECTION 400 - CUSTOM GRADE, EXCEPT WITH "EUROPEAN" STYLE (WITHOUT FACE FRAMES) LAMINATE CLAD FLUSH PANELING: AWI SECTION 500B - CUSTOM GRADE METAL FINISHES. 2. PROVIDE HEAVY-DUTY HARDWARE UNITS; METAL AND FINISH FOR EXPOSED PARTS TO MATCH FINISH OF EXPOSED FITTINGS. 3. PROVIDE EMERGENCY/PANIC HARDWARE IF REQUIRED BY CODE. C. PROVIDE SHOP DRAWINGS TO INCLUDE ELEVATIONS, HARDWARE MOUNTING HEIGHTS, DETAIL SECTIONS OF FITTINGS, UTILITY SERVICES MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP IN SERVICE, AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR USED FACILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING UTILITIES, AS ACCEPTABLE TO GOVERNING AUTHORITIES. ENVIRONMENTAL CONTROLS: USE WATER SPRINKLING. TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TO LIMIT PRACTICAL LEVEL. COMPLY WITH GOVERNING REGULATION B. REGULATORY REQUIREMENTS: 1. CONFORM TO APPLICABLE CODE FOR COMBUSTIBILITY REQUIREMENTS OF MATERIALS.DETAILS, 2. CONFORM TO ADA CODE FOR APPLICABLE COMPONENTS. 11. QUALITY ASSURANCE A. QUALIFICATIONS 1 • MANUFACTURER QUALIFICATION: MANUFACTURER OF ALL FABRICATED PRODUCTS SHALL HAVE NOT LESS THAN FIVE (5) SHELVING: AWI SECTION 600 - CUSTOM GRADE SUBMIT SHOP DRAWINGS TO SHOW LOCATION OF EACH ITEM, DIMENSIONED PLANS AND ELEVATIONS, LARGE SCALE ATTACHMENT DEVICES AND OTHER COMPONENTS. VERIFY FIELD MEASUREMENTS AND PROVIDE DIMENSIONS FOR CASEWORK SHOP DRAWINGS BEFORE FABRICATION. TYPICAL PLYWOOD: EXTERIOR GRADE C-D/EXT-APA x 3/4 INCH THICKNESS MIN. PARTICLEBOARD (PBD): 45 LB. DENSITY, 3/4 IN. THICK (UNLESS NOTED OTHERWISE) WATERPROOF PARTICLEBOARD: "MEDEX" 48 LB. DENSITY, 3/4 THICK MINIMUM WITH EXTERIOR GLUE, AS MANUFACTURED BY THE MEDITE CORP. PREFINISHED PARTICLEBOARD: POLYESTER LAMINATED PBD EQUAL TO "POLYBOARD" BY "SELPLY" OR EQUAL. ANCHORAGE, REINFORCEMENTS. D. IT SHALL BE THE GENERAL CONTRACTOR RESPONSIBILITY TO FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION. DOORS, TRIM AND FRAME A. DOORS, TRIM, AND FRAME (SEE DOOR SCHEDULE ELSEWHERE ON DRAWINGS FOR DOOR AND FRAME TYPES) 1. FINISH NOTED ON DOOR SCHEDULE OCCURS ON BOTH SIDES OF DOOR AND FRAME UNLESS OTHERWISE NOTED. 2. UNLESS SHOWN OTHERWISE, DOOR LOCATIONS NOT DIMENSIONED SHALL BE DUST AND DIRT RISING AND SCATTERING IN AIR TO LOWEST PERTAINING TO ENVIRONMENTAL PROTECTION. DO NOT USE WATER WHEN IT MIGHT CREATE HAZARDOUS OR OBJECTIONABLE CONDITIONS SUCH AS ICE, FLOODING, AND YEARS EXPERIENCE IN TYPE MANUFACTURING/FABRICATION OF THE TYPE OF PRODUCTS SPECIFIED. (3) YEARS OF DOCUMENTED EXPERIENCE IN THE INSTALLATION OF THE TYPE OF 2. INSTALLER QUALIFICATION: INSTALLER SHALL HAVE NOT LESS THAN THREE PRODUCTS SPECIFIED. TYP. PLASTIC LAMINATE (PLAM) & EDGING: NEMA #GP -50 - STANDARD GRADE - MANUFACTURER & COLOR AS INDICATED IN COLOR/FINISH SCHEDULE. COUNTERTOP JOINT FASTENERS: "KNAPE & VOGT" #516 ZC TITS JOINT FASTENER LOCATED 3" FROM FINISHED WALL CORNER TO EDGE OF DOOR. 3. ALL WOOD DOORS SHALL BE PAINT GRADE BIRCH UNLESS OTHERWISE NOTED. 4. ALL INTERIOR DOORS SHALL BE THICKNESS AS SHOWN ON DRAWINGS. POLLUTION INSPECTION PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK: INSPECT AREAS IN WHICH WORK WILL BE PERFORMED. PHOTOGRAPH EXISTING CONDITIONS ADJACENT TO STRUCTURAL SURFACES EQUIPMENT OR TO SURROUNDING PROPERTIES WHICH COULD BE MISCONSTRUED AS DAMAGE RESULTING FROM SELECTIVE DEMOLITION WORK: FILE WITH OWNERS REPRESENTATIVE PRIOR TO STARTING WORK. 3. PROVIDE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE TRAINED AND EXPERIENCED IN THE INSTALLATION METHODS AND MATERIALS SPECIFIED HEREIN OR REQUIRED BY THE WORK. B. WARRANTY: ALL PRODUCTS SHALL BE WARRANTED FORA MINIMUM PERIOD OF TWO (2) YEARS. IMPERFECT MATERIALS AND SHELF STANDARDS & BRACKETS: K V 161 X SHELF DEPTH AND K V #83 STANDARDS. FASTENERS AND ANCHORS: PROVIDE SIZE, TYPE, AND MATERIAL AS NOTED ON THE DRAWINGS, AND IF NOT NOTED, AS RECOMMENDED BY APPLICABLE STANDARDS. PROVIDE OTHER MATERIALS, AS INDICATED IN THE DRAWINGS AND AS OTHERWISE REQUIRED FOR COMPLETION OF THE 5. ALL INTERIOR DOORS WITH FIRE RATING SHALL HAVE LABEL ATTACHED TO DOOR EDGE. 6. EXIT OR EXTERIOR SURFACE DOOR, WHERE REQUIRED TO BE PROVIDED BY GENERAL CONTRACTOR, SHALL BE 13/4" THICK FLUSH METAL DOOR IN METAL REVIEWED FOR CODE COMPLIANCE APPROVED WORKMANSHIP SHALL BE REPLACED AT NO COST TO THE OWNER. WORK OF THIS SECTION. FRAME. DIVISION 3- C O N C R E T EIII. DELIVERY STORAGE AND HANDLING FABRICATION & ASSEMBLY: 7. ALL WOOD TRIM SHALL BE "CUSTOM" GRADE SOFTWOOD AS DEFINED BY A.W.I. UNLESS OTHERWISE NOTED. 8. ALL HOLLOW METAL FRAMES SHALL BE KNOCK -DOWN TYPE. AUG 31 2017 GENERAL REFER TO PLAN FOR NEW SLAB REQUIREMENTS. IF EXISTING, PATCH AND REPAIR AS REQUIRED. EXISTING SUPPORTED FLOOR TO A. DO NOT DELIVER SHOP FABRICATED CARPENTRY ITEMS UNTIL SITE CONDITIONS ARE ADEQUATE TO RECEIVE THE WORK. B. STORAGE AND PROTECTION: STORE MATERIALS AND PRODUCTS INDOORS AND PROTECTED FROM EXPOSURE TO MOISTURE AND PHYSICAL ABUSE. REMOVE DAMAGED MATERIALS AND REPLACE AT NO ADDITIONAL COST TO THE OWNER. SHOP FABRICATE WOODWORK TO DIMENSIONS, PROFILES, AND DETAILS INDICATED ON SHOP DRAWINGS. WHERE NECESSARY FOR FITTING AT SITE, PROVIDE AMPLE ALLOWANCE FOR SCRIBING, TRIMMING, AND FITTING. COMPLETE FABRICATION, FINISHING, HARDWARE APPLICATION AND OTHER WORK BEFORE SHIPMENT TO PROJECT SITE TO MAXIMUM EXTENT POSSIBLE. 9. ACCESS DOORS IN GYPSUM BOARD CEILINGS SHALL BE AS MANUFACTURED BY ACUDOR OR EQUAL AND SHALL BE METAL CONCEALED TYPE FULLY TAPED -IN AND PAINTED TO MATCH THE ADJACENT SURFACE. DOORS SHALL BE FIRE -RATED WHERE REQUIRED. CI of Tukwila �Y BUILDING DIVISION BE CORED AS REQUIRED AND INDICATED. MATCH THE FOLLOWING: PART 2 -PRODUCTS SHOP ASSEMBLY OF CASEWORK: COMPLETELY ASSEMBLE CASEWORK IN SHOP PRIOR TO SHIPMENT TO PROJECT SITE. MARK INDIVIDUAL ITEMS IN SEQUENCE WITH REMOVABLE MATERIALS TO FACILITATE FIELD ASSEMBLY. SHOP FIT GLASS IN CASEWORK, A. CONCRETE: READY -MIXED CONCRETE, ASTM C94/C94M-06. B. MATERIALS: 1. PORTLAND CEMENT, TYPE 1: ASTM C150-05. 2. FINE AGGREGATE: ASTM C33-03. 3. COARSE AGGREGATE: TABLE 11, SIZE 57, ASTM 33-03. 4. WATER: CLEAN AND POTABLE. 5. BAR REINFORCEMENT: GRADE 40, ASTM A615/615M-06a. 6. WIRE FABRIC REINFORCEMENT: ASTM A185/A185-06e1. 1. ROUGH CARPENTRY MATERIALS A. NAILS, SPIKES, AND STAPLES GALVANIZED FOR EXTERIOR LOCATION, HIGH HUMIDITY LOCATIONS AND TREATED WORK/ PLAIN FINISH FOR OTHER INTERIOR LOCATIONS, SIZE AND TYPE TO SUIT APPLICATION. B. BOLTS, NUTS, WASHERS, LAGS, PINS AND SCREWS: MEDIUM CARBON STEEL: SIZED TO SUITE APPLICATION, PLAIN FINISH. C. FASTENERS: TOGGLE BOLT TYPE FOR ANCHORAGE TO HOLLOW MASONRY, EXPANSION SHIELD AND LAG BOLT TYPE FOR REMOVE AND PACKAGE TO PROTECT FROM BREAKAGE, CLEARLY MARKED TO FACILITATE FIELD INSTALLATION. COUNTERTOP CUTOUTS: TO THE GREATEST EXTENT POSSIBLE, MAKE COUNTERTOP CUTOUTS IN THE FACTORY, WITH ALL EXPOSED EDGES COMPLETELY SEALED AGAINST POTENTIAL WATER PENETRATION BETWEEN FINISH SURFACE AND SUBSTRATE, AND SUBSTRATE AND WEB FRAME, AS APPLICABLE. INSTALLATION: DELIVER INSERTS AND OTHER ANCHORING DEVICES TO BE BUILT INTO SUBSTRATE, WELL IN ADVANCE OF TIME SUBSTRATE ARE TO BE BUILT. CONDITION WOOD MATERIALS TO AVERAGE PREVAILING HUMIDITY CONDITIONS IN INSTALLATION AREAS PRIOR TO INSTALLATION. B. INSTALL DOORS AND HARDWARE SO DOORS SWING QUIETLY AND FREELY ON THEIR HINGES, AND CLOSE ACCURATELY AGAINST STOPS WITHOUT BINDING. LATCH BOLTS MUST ENGAGE POSITIVELY WITH STRIKES WHEN DOORS ARE CLOSED. DOORS WITHOUT CLOSERS MUST REMAIN STATIONARY IN ANY POSITION WITHOUT INDEPENDENT MOTION. C. DOOR HARDWARE (SEE DOOR SCHEDULE ON DRAWING FOR HARDWARE GROUPS) 1. NO EXTRA COST WILL BE ALLOWED BECAUSE OF CHANGES OR CORRECTIONS NECESSARY FOR PROPER INSTALLATION OF HARDWARE OR FURNISHING NECESSARY HARDWARE. 2. CHECK DOOR THICKNESS, DETAILS OF TRIM, CLEARANCES FOR HINGES, STRIKES, CLOSERS, FASTENERS REQUIRED AND FIRE RATING REQUIREMENTS BEFORE C. ADMIXTURES: POZZOLITH OR EQUAL, AS MANUFACTURED BY MASTER BUILDERS CO. D. PROPORTION CONCRETE TO DEVELOP 3,000 PSI AT 28 DAYS AND HAVE A MAXIMUM SLUMP OF 4112". E. MINIMUM CEMENT CONTENT: 51/2 BAGS (517#) PER CUBIC YARD. NO WATER IS TO BE ADDED AFTER MIXING. F. REINFORCE CONCRETE SLABS WITH WELDED WIRE FABRIC, 6 X 6 - # 10 X 10, LAPPED 6" AT END SIDE LAPS. G. BAR REINFORCEMENT: SIZES AND PLACEMENT AS REQUIRED, CONTINUOUS AND LAPPED 24" AT SPLICES H. PROVIDE CORNER BARS AT CORNERS. I. PLACE 4" COMPACTED LAYER OF POROUS FILL UNDER THE CONCRETE SLAB, IF NOT FURNISHED BY OTHERS. J. BRING SUB GRADE TO SPECIFIED LEVEL, COMPACTED AND FINISHED SMOOTH. K. BEFORE PLACEMENT OF WIRE FABRIC AND CONCRETE, COVER FLOOR AREA WITH 6 MIL POLYETHYLENE VAPOR BARRIER, ALL LAPS WITH "ZERO PERM" TAPE. SEAL ALL PENETRATIONS AND PUNCTURES. ANCHORAGE TO SOLID MASONRY OR CONCRETE BOLTS OR POWER ACTIVATED TYPE FOR ANCHORAGE TO STEEL. D. DOUGLAS FIR OR SPRUCE, S4S, STANDARD OR BETTER GRADE CONTAINING NOT LESS THAN 70% CONSTRUCTION GRADE WCLIB STANDARD GRADING AND DRESSING RULE #15 LUMBER TO BEAR STAMPS. E. PLYWOOD INT DFPA-B8(PLYSCORD)-CD AS DETAILED. 2. WOOD TREATMENT A. ALL WOOD USED FOR FRAMING OR STRUCTURE IS TO BE FIRE -RETARDANT AND SHALL BE PRESSURE IMPREGNATED TO COMPLY WITH UNDERWRITERS LABORATORIES INC. REQUIREMENTS FOR A FLAME SPREAD OF 25 OR LESS WITH NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION WHEN TESTED FOR 30 MINUTES DURATION UNDER THF STANDARD TEST METHOD FOR FIRE HAZARD CLASSIFICATION OF BUILDING MATERIAL (ASTM584) EACH PIECE OF WOOD SHALL BEAR THE U.L. LABEL INDICATING COMPLIANCE WITH THE FIRE HAZARD CLASSIFICATION. B. AFTER TREATMENT, ALL LUMBER THAT IS 2 NOMINAL OR LESS SHALL BE DRIED TO AN AVERAGE MOISTURE CONTENT OF 18% (10% FOR FINISH WOOD) ALL OTHER LUMBER SHALL BE DRIED TO REMOVE THE MOISTURE INJECTED DURING TREATMENT. PART 3 -EXECUTION. DISCARD UNITS OF MATERIAL WHICH ARE UNSOUND, WARPED, BOWED, TWISTED, IMPROPERLY TREATED, NOT ADEQUATELY SEASONED OR TOO SMALL TO FABRICATE WORK WITH MINIMUM OF JOINTS OR OPTIMUM JOINING ARRANGEMENTS, OR WHICH ARE OF DEFECTIVE MANUFACTURER WITH RESPECT TO SURFACES, SIZES OR PATTERNS. INSTALL THE WORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM AS REQUIRED USING CONCEALED SHIMS. INSTALL TO A TOLERANCE OF 1/8" IN 8'-0" FOR PLUMB AND LEVEL, AND WITH 1/16" MAXIMUM OFFSET IN FLUSH ADJOINING SURFACE AND 1/8" MAXIMUM OFFSETS IN REVEALED ADJOINING SURFACES. SCRIBE AND CUT TO FIT ADJOINING WORK, AND REFINISH CUT SURFACES OR REPAIR DAMAGED FINISH AT CUTS. ANCHOR TO ANCHORS OR BLOCKING BUILT-IN OR DIRECTLY ATTACHED TO SUBSTRATE. SECURE TO GROUNDS, STRIPPING AND BLOCKING WITH COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING AS REQUIRED FOR A COMPLETE INSTALLATION. EXCEPT WHERE PREFINISHED MATCHING FASTENERS HEADS ARE REQUIRED, USE FINE FINISHING NAILS FOR EXPOSED NAILING, COUNTERSUNK AND FILLED FLUSH WITH WOODWORK, AND MATCHING FINAL FINISH WHERE TRANSPARENT FINISH IS INDICATED. INSTALL CABINETS WITHOUT DISTORTION SO THAT CABINET DOORS AND DRAWERS FIT OPENINGS PROPERLY AND ARE ACCURATELY ALIGNED. ADJUST HARDWARE TO CENTER DOORS IN OPENINGS AND TO PROVIDE FREE OPERATION. COMPLETE INSTALLATION OF HARDWARE AND ACCESSORY ITEMS INDICATED. TOPS: ANCHOR TO BASE UNITS AND OTHER SUPPORT SYSTEMS. REPAIR DAMAGED AND DEFECTIVE CASEWORK TO ELIMINATE DEFECTS FUNCTIONALLY AND VISUALLY, OR WHERE NOT POSSIBLE, REPLACE CASEWORK. ADJUST JOINERY FOR UNIFORM APPEARANCE. CLEAN, LUBRICATE AND ADJUST HARDWARE FOR SMOOTH OPERATION. REHANG OR REPLACE DOOR WHICH DOES NOT SWING OR OPERATE FREELY, AS DIRECTED BY OWNER, CLEAN CASEWORK ON EXPOSED AND SEMI -EXPOSED SURFACES. TOUCH-UP SHOP APPLIED FINISHES TO RESTORE DAMAGED OR SOILED AREAS. COMMENCING WITH HARDWARE INSTALLATION. 3. PROVIDE PANIC HARDWARE WHERE REQUIRED ON ALL SERVICE EXIT DOORS IN ACCORDANCE WITH LOCAL CODES. 4. CONTRACTOR SUPPLIED HARDWARE TO INCLUDE ALL REQUIRED SCREWS, BOLTS, AND FASTENERS NECESSARY FOR INSTALLATION. GLASS AND GLAZING A. COMPLY WITH FGMA "GLAZING MANUAL" AND "SEALANT MANUAL". ALL GLAZING SHALL CONFORM TO THE FOLLOWING STANDARDS: 1. PRIME NON -PROCESSED GLASS: FS DD -G-451 2. HEAT-TREATED GLASS: FS DD -G-1403 3. CPSC SAFETY GLASS: 16 CFR 1201 4. ANSI SAFETY GLAZING: ANSI Z97.1 B. TEMPERED FLOAT GLASS SHALL BE GRADE B, STYLE 1, TYPE 1, QUALITY Q3, CLASS 1, CLEAR IN THICKNESS INDICATED. C. ALL EXPOSED EDGES OF GLASS TO BE GROUND SMOOTH AND POLISHED BEFORE TEMPERING. 114" GAP BUTT JOINTS ARE TYPICAL UNLESS OTHERWISE NOTED. D. ALL MIRROR GLASS SHALL BE 1/4" QUALITY Q2 CLEAR FLOAT GLASS; FULL SILVER COATING, COPPER COATING, AND ORGANIC COATING. L. SCREED SLABS TO THE LEVEL SHOWN ON THE DRAWINGS OR AS REQUIRED. I. BLOCKING AND BACKING TOUCH-UP FINISHING AS REQUIRED BY INSTALLATION. COMPLY WITH REFERENCED QUALITY STANDARD FOR SANDING, FILLING SECTION 8100 - METAL DOORS & FRAMES M. FLOAT SLAB AND FINISH SURFACE WITH STEEL TROWEL AFTER WATER SHEEN HAS DISAPPEARED. DUSTING WITH DRY SAND ON CEMENT IS NOT PERMITTED. N. CURE SLABS WITH CHLORINATED RUBBER LIQUID MEMBRANE CURING/HARDENING COMPOUND: "CLEARBOND", "CLEARSEAL", "MASTERSEAL", OR APPROVED EQUAL. 0. SLABS SHALL HAVE A MAXIMUM TOLERANCE OF 1/8" IN 12" AND SHALL NOT VARY AT ANY POINT MORE THAN 1/8" ABOVE ORT.G.C. THE PLANE SURFACE. A. SECURE BLOCKING AND BACKING SOLIDLY TO FORM STRONG SUPPORT FOR MEMBER. 11 INSTALLATION OF FINISH CARPENTRY ITEMS A. INSTALL DOORS AND FRAMES PLUMB AND TRUE, SECURELY FASTEN TO SUBSTRATE INSTALL ALL HARDWARE. 111. CLEAN UP A. REMOVE ALL TRASH CREATED BY WORK IN THIS SECTION FROM THE PREMISES.BELOW COUNTERSUNK FASTENERS, SEALING OF CONCEALED SURFACES AND SIMILAR ITEMS. PROTECTION: PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS, IN A MANNER ACCEPTABLE TO FABRICATOR AND INSTALLER, WHICH ARCHITECTURAL WOODWORK BEING WITHOUT DAMAGE OR DETERIORATION AT TIME OF SUBSTANTIAL COMPLETION. A. FIRE LABELS PROVIDE DOORS AND FRAME ASSEMBLY BEARING AND UNDERWRITERS LABORATORIES OR OTHER LABEL WHERE REQUIRED BY GOVERNMENTAL AUTHORITIES, CCili , LANDLORD OR RATING SHALL SATISFY MINIMUM FIRE RESISTANCE REQUIRE , N INSURANCE y , .e,a �rh ��?�'�� AND US TO VERIFY THAT DOORS INDICATED ON DRAWINGS AN . � •CHEDU ; IIIS.AB1: L APPROVED REQUIREMENTS, REQUIREM Oil � 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL 9 7 3. 2 5 3. 9 3 9 0 F A X WWW.SARGARCH.COM CONSULTANT (ENGINEER): ARCHITECTURAL SEAL: CO TRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: WS LIDS GENESCO INC. 7555 WOODLAND ERNE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: MB REVIEWED BY: WS TITLE: RECEIVED CITY OF TUKWILA SPECIFre9NA7 PERMIT CENTER SHEET NUMBER: 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL WM LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: B. REFERENCE STANDARDS: 1. STEEL DOORS INSTITUTE: SD1-100 RECOMMENDED SPECIFICATIONS FOR STANDARD STEEL DOORS AND FRAMES. 2. NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS NAAMM-CHM1 SPECIFICATION FOR CUSTOM HOLLOW METAL DOORS AND FRAMES NAAMM FIRE RATED CUSTOM METAL DOORS AND FRAMES. 3. AMERICAN SOCIETY FOR TESTING AND MATERIALS: ASTM A366 SPECIFICATION OF STEEL, CARBON, COLD -ROLLED SHEET QUALITY COMMERCIAL.FOR C. MATERIALS 1. CONFORM TO NAAMM, PAGES 3 THROUGH 6. CONFORM TO NAAMM FOR LABELED CONSTRUCTION. 2. ZINC COAT ANY EXTERIOR DOORS, AND DOOR FRAMES. 3. SOUND DEADENING MANUFACTURERS STANDARD INORGANIC NON COMBUSTIBLE INSULATION. 4. ANCHORS FASTENERS, AND ACCESSORIES, MANUFACTURERS STANDARD. D. STEEL DOOR FRAME FABRICATION AND MANUFACTURE: KNOCK DOWN FRAMES: PROVIDE STANDARD TYPE, KNOCKED -DOWN FRAMES DESIGNED TO BE SECURELY INSTALLED IN THE OPENING AFTER FINISH WALL MATERIAL IS APPLIED. PROVIDE SILENCERS ON ALL FRAMES. E. PREPARATION FOR FINISH HARDWARE: 1. WORK TO TEMPLATES FOR ALL HARDWARE. 2. CONFORM TO STANDARD OF HARDWARE MANUFACTURER. F. INSTALLATION: 1. CONFORM TO NAAMM, PAGE 6, PART 3 2. WELDED FRAMES: LEAVE FRAME SPREADER BARS INTACT UNTIL FRAMES ARE SET PERFECTLY SQUARE AND PLUMB, AND ANCHORS ARE SECURELY ATTACHED. 3. KNOCK DOWN FRAMES, FILL FRAME MITER WITH APPROVED FILLER, AND SMOOTH AND PRIME. 4. PROVIDE (3) FRAME ANCHORS PER JAMB. SECTION 82100 - FLUSH WOOD DOORS 10. PERMANENT CORES AND KEYS: ARE FURNISHED BY LIDS SPORTS GROUP AND INSTALLED KEYS INCLUDING CONTROL KEYS TO THE OWNER AT THE COMPLETION OF THE WORK. GENERAL CONTRACTOR SHALL PROVIDE OWNERS CONSTRUCTION ,. MANAGER WITH PHOTOGRAPHS OF EXISTING LOCKING DEVICES. CONSTRUCTION KEYS: PROVIDE TWO (2) TOTAL 11. HARDWARE GROUPS: PER ATTACHED LISTING B. HARDWARE GROUPS: ALL HARDWARE GROUPS WHERE THERE ARE EXISTING DOORS AND HARDWARE, GENERAL CONTRACTOR SHALL INSPECT THE EXISTING HARDWARE, ITS CONDITION AND TYPE, FOR COMPLIANCE WITH THE HARDWARE GROUPS LISTED BELOW. ANY HARDWARE EQUAL TO THE PRODUCTS SPECIFIED SHALL BE ALLOWED TO BE USED WHEN SCHEDULED FOR REUSE. ANY HARDWARE INCLUDED IN THE SCHEDULE, BUT NOT EXISTING AT THE PROJECT SITE OR VERIFIED TO BE INSTALLED BY THE LANDLORD, SHALL BE PROVIDED FOR THE PROJECT AND INSTALLED BY THE GENERAL CONTRACTOR PER SPECIFICATIONS. AFTER REVIEWING HARDWARE SCHEDULE, REFER ANY QUESTIONS CONCERNING RE -KEYING OF EXISTING HARDWARE TO THE ARCHITECT 1. INSTALLATION OF FINISH HARDWARE: INSTALL EACH HARDWARE ITEM IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. INSTALL NO HARDWARE UNTIL SUBSTRATE FINISHES ARE COMPLETE. WHEREVER CUTTING AND FITTING IS REQUIRED TO INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR OTHERWISE FINISHED, INSTALL EACH ITEM COMPLETELY, THEN REMOVE AND STORE DURING APPLICATION OF FINISHES. REINSTALL UPON COMPLETION OF FINISHES. OPERATIONS: SET ITEMS LEVEL, PLUMB, AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT B. CERAMIC TILE PRODUCTS 1. CERAMIC TILE THAT COMPLIES WITH STANDARD GRADE REQUIREMENTS OF ANSI A137.1, "SPECIFICATIONS FOR CERAMIC TILE." 2. TILE TRIM UNITS THAT MATCH CHARACTERISTICS OF ADJOINING FLAT TILE. 3. TILES MOUNTED, BY MANUFACTURER'S STANDARD METHOD, INTO SHEETS, UNLESS OTHERWISE SPECIFIED, AND GROUTED WITH SILICONE RUBBER GROUT COMPLYING WITH ANSI A118.6, WHERE INDICATED. C. CERAMIC TILE -SETTING AND -GROUTING MATERIALS 1. MATERIALS COMPLYING WITH ANSI STANDARDS. D. ACCESSORIES 1. SETTING -BED ACCESSORIES COMPLYING WITH ANSI A108.1A AND AS FOLLOWS: a. CLEAVAGE NEMBRANE: ASPHALT FELT, ASTM D 226, TYPE I (NO. 15) OR POLYETHYLENE SHEETING ASTM D 4397, 4.0 MILS (0.1 MM) THICK. b. REINFORCING WIRE FABRIC: GALVANIZED, WELDED WIRE FABRIC, 2 BY 2 INCHES (50.8 BY 50.8 IAM) BY 0.062 -INCH (1.57 -MM) DIAMETER; COMPLY WITH ASTM A 185 AND ASTM A 82, EXCEPT FOR MINIMUM WIRE SIZE. E. INSTALLATION 1. COMPLY WITH PARTS OF ANSI A108 SERIES OF TILE INSTALLATION STANDARDS IN "SPECIFICATIONS FOR INSTALLATION OF CERAMIC TILE" THAT APPLY TO TYPES OF SETTING AND GROUTING MATERIALS AND TO METHODS INDICATED. 2. COMPLY WITH TCA'S "HANDBOOK FOR CERAMIC TILE INSTALLATION." 3. AT WET LOCATIONS, AND WHERE INDICATED, PROVIDE CEMENTITIOUS BACKER BOARD AND TREAT JOINTS TO COMPLY WITH ANSI A108.11. 4. LAY TILE IN GRID PATTERN, UNLESS OTHERWISE INDICATED. ALIGN JOINTS WHERE ADJOINING TILES ON FLOOR,BASE, WALLS, AND TRIM ARE THE SAME SIZE. 5. PERFORM CUTTING AND DRILLING TILE WITHOUT VISIBLE CAREFULLYEFORMC GRIND CUT CUT EDGES OF OF TILE (THOUABUTTMARRINGG TRIM, FINISH, OR SURFACES.BRILT-IN ITEMS FOR STRAIGHT ALIGNED JOINTS. FIT TILE CLOSELY TO ELECTRICAL OUTLETS, PIPING, FIXTURES, AND OTHER PENETRATIONS.. SECTION 09510 -CEILINGSA. 5. PROTECTION: A. INSTALL RAM BOARD OVER ENTIRE FLOOR SURFACE, TAPING ALL SEAMS. B. USE OF PIPE CUTTING MACHINERY IS PROHIBITED ON FINISHED FLOOR. C. NO METAL WHEELS CARTS, ETC. ARE PERMITTED, ALL WHEELS MUST BE RUBBER. D. COVER RAM BOARDS WITH DROP CLOTHS IF PAINTING. SECTION 09900 - PAINTING THE WORK OF THIS SECTION IN THE FOLLOWING: OF MATERIAL AND PAINTING CONTRACTOR SHALL FOR CORRECTING ANY COATS OF PAINT ON WOODWORK. CONDITIONS. MIXING, THINNING TINTING AND MATCHING OF AND BOXING WHICH SHALL BE OF WORK. REFINISH ALL OF PAINT FROM ADJOINING OF PAINTING AND FINISHING ELECTRICAL WORK IN FINISHED FINISH APPLIED TO THEM. OTHER TRADES HAVE MARRED FOR MAINTENANCE COLOR SCHEDULE, DATE OF ORIGINAL LABELS LEGIBLE AND AS REQUIRED BY HAZARDS AND SPONTANEOUS IN CONTAINERS, AND REMOVE AS TO ENVIRONMENTAL CAUSED BY FAILURE TO AND SWITCH PLATES, FASTENING, AND THE LIKE EXTEND PROTECTION TO THIS SECTION. FINISHED COATS, TOP LINE SHELLAC, THINNERS, AND THE LIKE SPECIFICATION STANDARDS. GENERAL A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND OPERATIONS NECESSARY TO COMPLETE ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS WORK INCLUDES, BUT IS NOT LIMITED TO, 1. PRIMING UNPRIMED SURFACES TO BE PAINTED UNDER THIS SECTION. 2. PAINTING GYPSUM BOARD THAT WILL BE EXPOSED TO VIEW, EXCEPT WHERE OTHER FINISHES ARE REQUIRED. 3. FINISHING WOOD THAT WILL BE EXPOSED TO VIEW. 4. FINISH PAINTING OF SHOP PRIMED FERROUS METALS, SUCH AS HOLLOW METAL DOORS AND FRAMES, DOOR BUTTS AND MISCELLANEOUS FERROUS METALS. 5. PAINTING EXPOSED PIPES, CONDUIT AND OTHER MECHANICAL AND ELECTRICAL WORK IN ALL VISIBLE LOCATIONS, EXCEPT FACTORY FINISHED SURFACES. 6. INCIDENTAL PAINTING AND TOUCHING UPAS REQUIRED TO PRODUCE PROPER FINISH FOR ALL PAINTED SURFACES, INCLUDING FACTORY PAINTED ITEMS. APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, REGARDING APPLICATION PREPARATION OF SURFACES. C. PUT SUBSTRATE SURFACES IN PROPER CONDITION BY CLEANING, SANDING AND PUTTYING. NOTIFY THE GENERAL CONTRACTOR OF UNSUITABLE SUBSTRATE, OR ASSUME THE RESPONSIBILITY UNSATISFACTORY FINISHES RESULTING. DO NOT LEAVE RUNS, DRIPS, ETC. SAND BETWEEN ALL D. PAINTS: COMMERCIAL GRADE, AS INDICATED ON THE FINISH SCHEDULE. *APPLY ADDITIONAL TOPCOATS BEYOND THE MINIMUM SPECIFIED BELOW AS REQUIRED TO PROVIDE ADEQUATE EVEN AND UNIFORM COVERAGE.* E. SCHEDULE: FERROUS METAL FIRST COAT: ENAMEL LATEX PRIMER SECOND COAT: ENAMEL LATEX THIRD COAT: ENAMEL LATEX EXPOSED GYP. BD. FIRST COAT: LATEX PRIMER COAT: LATEX UNLESS NOTED OTHERWISE THIRD COAT: LATEX UNLESS NOTED OTHERWISE WOOD TRIM FIRST COAT: INTERIOR TRIM PRIMER SECOND COAT: ENAMEL LATEX UNLESS NOTED OTHERWISE THIRD COAT: ENAMEL LATEX UNLESS NOTED OTHERWISE F. WORK SHALL BE DONE BY SKILLED MECHANICS IN WORKMANLIKE MANNER, UNDER FAVORABLE AND APPLICATION OF MATERIALS SHALL BE DONE ACCORDING TO MANUFACTURER'S DIRECTIONS. COLORS TO THE SATISFACTION OF OWNER. PAINT SHALL BE THOROUGHLY MIXED BY STIRRING APPLIED EVENLY AND WITHOUT DEFECTS. G. AFTER COMPLETION OF WORK, CONTRACTOR AND OWNER SHALL MAKE DETAILED INSPECTION DISFIGURED PORTIONS TO PRODUCE AN ACCEPTABLE LIKE NEW FINISH. REMOVE ALL SPATTERING WORK. A. DESCRIPTION OF WORK: 1. PREPARATION OF NEW AND EXISTING SURFACES. PERFORMANCE AND COMPLETION NEW AND EXISTING EXTERIOR AND INTERIOR SURFACES, INCLUDING MECHANICAL AND SPACES, AND ROOFTOP MECHANICAL UNITS. FINISH FOR FACTORY PRIMED ITEMS. 2. EXCEPT AS OTHERWISE INDICATED, ALL NEW AND EXISTING SURFACES SHALL HAVE 3. COLORS: SEE COLOR SCHEDULE FOR FINISH COLOR AND MANUFACTURER. 4. SUB -CONTRACTOR SHALL DO ALL TOUCH UP AT COMPLETION OF THE JOB WHERE THE PAINTED SURFACES. CLEAN PAINT DROPPINGS FROM HARDWARE, FLOOR, ETC. B. MAINTENANCE MATERIALS: LEAVE ONE (1) UNOPENED GALLON OF EACH TYPE AND COLOR PURPOSES, LABEL FOR POSITIVE IDENTIFICATION. INCLUDE DESIGNATION INDICATED ON MIXING, AND CROSS REFERENCE MANUFACTURER USED. C. PRODUCT DELIVERY, STORAGE AND HANDLING: 1. DELIVERY OF MATERIAL: DELIVER IN SEALED CONTAINERS WITH MANUFACTURERS AND INTACT. 2. STORAGE OF MATERIALS: STORE IN MANNER RECOMMENDED BY THE MANUFACTURER BUILDING CODE AND COMPLY WITH HEALTH AND FIRE REGULATIONS. 3. HANDLING: TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PREVENT FIRE PLACE COTTON WASTE, CLOTHS AND OTHER HAZARDOUS MATERIALS FROM SITE DAILY. C. PRODUCT DELIVERY, STORAGE AND HANDLING: D. ENVIRONMENTAL CONDITIONS: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS CONDITIONS UNDER WHICH COATING AND COATING SYSTEMS CAN BE APPLIED. E. PROTECTION: 1. ADEQUATELY PROTECT OTHER SURFACES FROM DAMAGE. MAKE GOOD ANY DAMAGE PROVIDE SUITABLE PROTECTION. 2. REMOVAL OF HARDWARE AND MISCELLANEOUS ITEMS: REMOVE ELECTRICAL OUTLET MECHANICAL DIFFUSERS, ESCUTCHEONS, REGISTERS, SURFACE HARDWARE, FITTINGS, PRIOR TO STARTING WORK: REINSTALL THESE ITEMS WHEN THIS WORK IS COMPLETED. 3. DROP CLOTHS, PROVIDE DROP CLOTHS: SHIELDS, AND PROTECTIVE EQUIPMENT. SURFACES WITHIN PREPARATION AREAS. F. GUARANTEE: FURNISH TWO-YEAR WARRANTY FOR FULL VALUE OF WORK INCLUDED IN G. MATERIALS: 1. PAINT, VARNISH, STAIN AND RELATED PRODUCTS FOR PRIME INTERMEDIATE AND PRODUCTION PRODUCTS OF THE FOLLOWING APPROVED MANUFACTURERS. 2. MATERIALS NOT SPECIFICALLY INDICATED, BUT REQUIRED, SUCH AS LINSEED OIL, TO BE OF QUALITY NOT LESS THAN REQUIRED BY APPLICABLE FEDERAL OR STATE 3. ALL WORK PREMIUM GRADE. DI SUBSTRATE AS NECESSARY FORA SECURE INSTALLATION. DRILL AND COUNTERSINK ITEMS WHICH ARE NOT FACTORY PREPARED FOR ANCHORAGE FASTENERS. SPACE FASTENERS AND ANCHORAGE AS INDICATED IN ACCORDANCE WITH INDUSTRY STANDARDS. 2. LOCATIONS: UNLESS OTHERWISE INDICATED, LOCATE HARDWARE IN ACCORDANCE WITH DHI RECOMMENDED LOCATIONS. QUESTIONS RELATED TO HARDWARE LOCATIONS SHALL BE REFERRED TO THE ARCHITECT. 3. ADJUSTMENT AND CLEANING: ADJUST AND CHECK EACH ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION AND FUNCTION OF EACHB. UNIT. LUBRICATE ALL MOVING PARTS WITH GRAPHITE TYPE LUBRICANT, UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER. REPLACE ALL HARDWARE WHICH CANNOT BE LUBRICATED AND ADJUSTED TO OPERATE FREELY AND SMOOTHLY. ADJUSTMENT 4 FINAL : WHENEVER THE HARDWARE INSTALLATION IS MADE MORE THAN ONE (1) MONTH PRIOR TO ACCEPTANCE OF THE WORK, MAKE FINAL ADJUSTMENT AND CHECK OF HARDWARE DURING THE WEEK IMMEDIATELY PRIOR TO ACCEPTANCE, UNLESS OTHERWISE DIRECTED BY THE ARCHITECT, CLEAN AND RE -LUBRICATE OPERATING ITEMS AS NECESSARY TO RESTORE PROPER FUNCTIONING AND FINISH OF HARDWARE AND DOORS. MAKE FINAL ADJUSTMENT OF LOCK SETS AND CLOSURES TO COMPENSATE FOR OPERATION OF HEATING AND VENTILATING SYSTEMS UNDER THE SUPERVISION OF MANUFACTURERS REPRESENTATIVE. B. VERIFY WORKING CONDITION OF EXISTING HARDWARE. 5. BUMPERS: PROVIDE AND INSTALL WALL OR FLOOR BUMPERS FOR EACH DOOR. PART 1 -GENERAL I. REFERENCES A. REFERENCES STANDARDS: COMPLY WITH THE REQUIREMENTS OF THE REFERENCE STANDARDS NOTED HEREIN, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE DESCRIBED HEREIN OR OTHERWISE REQUIRED BY THE CONTRACT DOCUMENTS. 1. ANSI/HPMA HP -HARDWOOD AND DECORATIVE PLYWOOD. 2. ASTM E152 -METHODS OF FIRE TESTS OF DOOR ASSEMBLIES. 3. AWI-QUALITY STANDARDS OF THE ARCHITECTURAL WOODWORK INSTITUTE. 4. NFPA 80- FIRE DOORS AND WINDOWS. 5. NFPA 252 -STANDARD METHOD OF FIRE TESTS FOR DOOR ASSEMBLIES. 6. UL 10B -FIRE TESTS OF DOOR ASSEMBLIES.C. 7. WARNOCK-HERSHEY-CERTICATION LISTINGS FOR FIRE DOORS. II. QUALITY ASSURANCESECOND A. CONSTRUCTION STANDARDS PART 2 - NOT USEDREQUIRED A. PROVIDE SUSPENDED CEILING SYSTEM WHEN INDICATED ON DRAWINGS AS HEREAFTER SPECIFIED. B. ACOUSTICAL TILE: 24" X 48" OR 24" X 24" X 5/8" THICK HEAVY DENSITY CLASS "A" NON-COMBUSTIBLE MINERAL FIBER PRODUCT FOR LAY -IN CEILING CONSTRUCTION, PATTERN AS DESCRIBED ON THE DRAWINGS. INSTALL ALL TILES FREE OF CHIPS AND SCRATCHES. - SEE FINISH SCHEDULE. ACOUSTICAL GRID SYSTEM: AS NOTED ON FINISH SCHEDULE AND SHALL CONFORM TO REQUIREMENTS OF THE STANDARD HEAVY DUTY (SINGLE TEE) STRUCTURAL CLASSIFICATION ESTABLISHED BY THE ACOUSTICAL MATERIALS ASSOCIATION. ALL EXPOSED SURFACES SHALL RECEIVE A STANDARD BAKED ENAMEL FINISH TO MATCH FINISH SCHEDULE ON THE DRAWINGS. D. FIRE -RATED CEILING: WHERE REQUIRED BY THE DRAWINGS OR WHERE REQUIRED TO CONFORM TO FIRE RATING REGULATIONS OF THE LOCAL BUILDING AUTHORITY, PROVIDE HOLD DOWN CLIPS FOR CEILING TILE OR ANY OTHER ACCESSORIES FOR A COMPLETE FIRE -RATED INSTALLATION. E. INSTALLATION OF CEILING SHALL BE THE PATTERN INDICATED ON THE REFLECTED CEILING PLAN AND SHALL COORDINATE WITH MECHANICAL, ELECTRICAL AND SPRINKLER SYSTEM REQUIREMENTS. F. HANG ALL SUPPORTED ITEMS WITH WIRES OF SIZE AND SPACING TO SUPPORT THE CEILING SYSTEM AND ALL OTHER WORK. IN NO CASE SHALL HANGER WIRES BE MORE THAN 4'-0" O.C. DO NOT SUSPEND WIRES FROM DUCTWORK, SPRINKLER, OR OTHER PIPING, OR METAL DECK ABOVE. ANCHOR SECURELY TO STRUCTURE ABOVE. USE TRAPEZE SUPPORTS ANCHORED TO STRUCTURE ABOVE, TO SUPPORT HANGER WIRES BELOW LARGE DUCTWORK, ETC. WHERE ELECTRICAL FIXTURES ARE SHOWN TO BE SUPPORTED BY A POWER TRACK, THE TRACK SHALL BE SUPPORTED BY 1/4" ROUND RODS. THE CEILING INSTALLER SHALL INSTALL FOUR (4) HANGER WIRES (ONE IN EACH CORNER) AT EACH FLUORESCENT FIXTURE, AS LOCATED ON THE REFLECTED CEILING PLAN. SECTION 09650 - VCT FLOORING AND COVER BASE DIVISION 9 - FINISHES SECTION 09110 - LIGHT GAUGE METAL FRAMING PART 3 -EXECUTION A. CODES AND STANDARDS 1. ASTM C754 INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW ATTACHED GYPSUM WALLBOARD. 2. ASTM C-645, SPECIFICATION FOR NON -LOAD (AXIAL) BEARING STEEL STUDS, RUNNERS (TRACK) AND RIGID FURRING CHANNELS FOR SCREW APPLICATION FOR GYPSUM BOARD. B. MATERIALS: 1. STEEL STUDS, RUNNERS, AND CHANNELS: CONFORM TO ASTMC-645. 2. GAUGES: AS INDICATED ON DRAWINGS PER STUD SCHEDULE FOR HEIGHT AND LOADING REQUIREMENTS. STOREFRONT SOFFIT AND BRACING AS INDICATED. 3. ACCESSORIES: AS INDICATED AND AS RECOMMENDED BY REFERENCE STANDARD AND MANUFACTURER. C. INSTALLATION INSTALL IN ACCORDANCE WITH ASTM C754 AND MANUFACTURERS RECOMMENDATIONS. SECTION 09250 - GYPSUM WALL BOARD I. INSTALLATION A. INSTALL DOORS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTION. B. TRIM NON -RATED DOOR WIDTH BY CUTTING EQUALLY ON BOTH JAMB EDGES. C. TRIM DOOR HEIGHT BY CUTTING BOTTOM EDGES TOA MAXIMUM OF 3/4 INCH. TRIM FIRE DOOR HEIGHT AT BOTTOM EDGE ONLY, IN ACCORDANCE WITH FIRE RATING REQUIREMENT. D. PILOT DRILL SCREW AND BOLT HOLES. E. MACHINE CUT FOR HARDWARE. CORE FOR HANDSETS AND CYLINDERS. F. INSTALL GLASS AND GLAZING. G. COORDINATE INSTALLATION OF DOORS WITH INSTALLATION OF FRAMES SPECIFIED IN SECTION 08111 AND HARDWARE SPECIFIED IN SECTION 08710. H. ADJUST DOOR FOR SMOOTH AND BALANCED DOOR MOVEMENT. II. INSTALLATION TOLERANCES A. MAXIMUM DIAGONAL DISTORTION (WARP): 1/8 INCH MEASURED WITH STRAIGHT EDGE OR TAUGHT STRING, CORNER TO CORNER, OVER AN IMAGINARY 36X84 INCH SURFACE AREA. B. MAXIMUM VERTICAL DISTORTION (BOW): 1/8 INCH MEASURED WITH STRAIGHT EDGE OF TAUGHT STRING, TOP TO BOTTOM, OVER AN IMAGINARY 36X84 INCH SURFACE AREA. C. MAXIMUM WIDTH DISTORTION (CUP) 1/8 INCH MEASURED WITH A STRAIGHT EDGE OR TAUT STRING, EDGE TO EDGE, OVER AN IMAGINARY 36 X 64 INCH SURFACE AREA. III. WOOD DOORS: A. AWI QUALITY STANDARDS: SECTIONS 1300 AND 100 AS MODIFIED BELOW, GOVERN ALL WORK HERE UNDER. REFER TO DOOR SCHEDULES ON DRAWINGS FOR SPECIFIED INFORMATION AS TO SIZE, CODE, TYPE, LABEL REQUIREMENTS, ETC. FOR EACH DOOR. DOORS ARE TO BE PREMIUM GRADE FOR TRANSPARENT FINISH TYPE CONSTRUCTION (U.S. PLYWOOD COMPANY FENESTRA OR ARCHITECT APPROVED EQUAL.) B. FACE VENEERS 1/28 THICK MINIMUM, PLAIN SAW WHITE OAK FOR PREMIUM GRADE, UNSELECT BIRCH FOR CUSTOM GRADE UNLESS OTHERWISE SCHEDULED OR DETAILED. C. SOLID CORE DOORS (5 -PLY) AWI TYPE A GLUED -UP STAVED LUMBER CORE, WITH 3/4 THICK ONE PIECE VERTICAL EDGECOMBUSTION, STRIPS AND 1 1/2" TOP AND BOTTOM STRIPS, FACED WITH 1/16 THICK MINIMUM HARDWOOD CROSS BANDS RUNNING FULL DOOR WIDTH AND LENGTH, WITH GRAIN RUNNING AT RIGHT ANGLES TO THE CORE AND FACE VENEER. WHERE OPENING FOR GLASS LIGHTS, LOUVERS, ETC. LEAVE A MARGIN OF NOT LESS THAN 6" OF WOOD AT DOOR EDGES, TOP AND BOTTOM BAND OPENINGS ENTIRELY WITHIN GRAIN PARALLEL WITH LONGITUDINAL STILE OR REAL DIMENSIONS AND SECURE THE RAILS AND CORE WITH JOINT CONSTRUCTION DESIGNED FOR MAXIMUM STRENGTH. D. HOLLOW CORE DOORS WHEN REQUIRED BY DOOR SCHEDULE -DRAWING A-102 SHALL BE (7 -PLY) CORRUGATED HOLLOW CORE STILE MINIMUM WIDE 21/2 -LOCK BLOCKS 20-3 PLY WOOD VENEER TYPE 1 ADHESIVE (WATERPROOF) BIRCH E. GUARANTEE: MANUFACTURER SHALL FURNISH STANDARD TWO (2) YEAR GUARANTEE AGAINST WARPING, TWISTING OR DEFECTS. INCLUDE ALLOWANCE FOR RE -HANDLING AND REFINISHING. SECTION 08305 - ACCESS DOORS A. LAY VINYL TILE IN ALL FOUR DIRECTIONS FROM CENTER, TO FINISH UNIFORMLY AT WALLS, EDGES SHALL BE ONE-HALF MATERIAL WIDTH OR GREATER. LAY TILE AS DIRECTED BY MANUFACTURER'S DETAILS AND AS INDICATED WITHIN THIS SET OF DOCUMENTS. B. PROFESSIONALLY CLEAN AND PROTECT FLOORING AFTER LAYING TO PROVIDE A CLEAN, UNMARRED, STAIN FREE FINISH FLOOR AT COMPLETION OF ALL WORK. C. FLOOR LEVELER (IF REQUIRED): TO 1/8" TOLERANCE IN 12'-0" WIDTH "LEV-L-ASTIC" COMPOUNDING MANUFACTURED BY CGM BUILDING PRODUCTS. G.C. TO VERIFY PRIOR TO CONSTRUCTION START. D. ADHESIVES: PRODUCTS RECOMMENDED BY THE MANUFACTURERS OF THE FLOORING. E. PROVIDE EDGE/TRANSITION WHERE THE FLOORING MEETS A DIFFERENT FLOOR FINISH, COLOR AS INDICATED ON THE DRAWINGS. F. EXTRA STOCK: 1. TILE FLOORING, ONE (1) BOX FOR EACH TYPE, SIZE, AND COLOR INSTALLED. 2. BASE, 12 LINEAR FEET OF EACH BASE COLOR. G. MATERIAL: 1. VINYL COMPOSITION TILE, SHEET VINYL, AND VINYL BASE AS INDICATED IN COLOR SCHEDULE. 2. RESILIENT EDGE STRIPS: HOMOGENEOUS VINYL OR RUBBER, COMPOSITION TAPERED OR BULLNOSE EDGE, COLOR TO MATCH FLOORING. 3. ADHESIVES: WATERPROOF, STABILIZED TYPE AS RECOMMENDED BY FLOORING MANUFACTURER TO SUIT MATERIAL AND SUBSTRATE CONDITIONS. H. INSTALLATION: STRICTLY FOLLOW MANUFACTURERS WRITTEN DIRECTIONS SUITING CONDITIONS OF INSTALLATION. I. FINISHING AND CLEANING: 1. PROTECT FLOORS FROM ROLLING LOADS FOR 48 HOURS AFTER INITIAL INSTALLATION. 2. INITIAL MAINTENANCE AFTER INSTALLATION: I. STRICTLY FOLLOW MANUFACTURERS WRITTEN INSTRUCTIONS. II. DAMP MOP, CAREFULLY REMOVE STAINS, MARKS, ETC. 3. PREPARE FOR USE: I. STRICTLY FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS. II. WHEN THOROUGHLY CLEAN AND DRY, BURNISH WITH BUFFING PAD OR BRUSH, SWEEP AND VACUUM. SECTION 09672 - ARDEX (CONCRETE) FLOORING A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY TO COMPLETE THE WORK OF THIS SECTION IN ACCORDANCE WITH THE DRAWINGS. THIS WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: 1. METAL STUD AND GYPSUM DRYWALL PARTITIONS, INCLUDING METAL FURRING AND METAL FRAMING. 2. METAL FURRING AND GYPSUM DRYWALL CEILINGS AND ENCLOSURES FOR PIPES, DUCTS AND CONDUITS. 3.WORK. CORNER BEADS, CASING BEADS, FASTENERS, AND RELATED ITEMS FOR GYPSUM BOARD 4. TAPING, SPACKLING AND SEALANT FOR JOINTS IN GYPSUM BOARD. 5. INSTALL GYPSUM BOARD IN ALL RATED ASSEMBLIES WITH CORRECT ORIENTATION AS INDICATED IN DETAILS. 6. USE MOISTURE RESISTANT GYPSUM BOARD TO HEIGHT OF 4' IN ALL BATHROOMS, AROUND ALL MOP SINKS, EXTERIOR EXPOSURES, AND OTHER LOCATIONS SUSCEPTIBLE TO MOISTURE. B. SOFFIT AND STOREFRONT FRAMING SHALL BE SELF-SUPPORTING, CONSTRUCTED OF STRUCTURAL METAL STUDS AND DIAGONALLY BRACED AS INDICATED ON DRAWINGS. C. METAL STUDS SHALL BE PLACED 16" O.C. UNLESS OTHERWISE NOTED. WOOD STUDS SHALL BE USED ONLY FOR MINOR, MISCELLANEOUS BLOCKING OR AS SHOWN ON DRAWINGS AND SHALL BE FIRE -RETARDANT TREATED LUMBER. D. METAL STUDS AND TRACKS: COLD ROLLED FORMED CHANNELS OF NOT LESS THAN 22 GAUGE GALVANIZED STEEL, OF STANDARD WIDTHS AS INDICATED WITH HOLES FOR ELECTRICAL CONDUIT. METAL STUDS INDICATED AS "STRUCTURAL" SHALL CONFORM TO SIZE/GAUGE AS SPECIFIED IN DETAILS AND SECTIONS. E. FASTENERS: SELF -DRILLING, SELF -TAPPING SCREWS OF CADMIUM -PLATED STEEL. 1 1/8" FOR SINGLE PLY, 2" FOR DOUBLE PLY GYPSUM BOARD. F. HANGER WIRE: 8 GAUGE GALVANIZED AND 16 GAUGE GALVANIZED TIE WIRE OR U.S.G. CLIP ANCHORAGE, OR EQUAL. G. GYPSUM WALLBOARD: AS MANUFACTURED BY U.S. GYPSUM, BESTWALL GYPSUM CO. OR NATIONAL GYPSUM CO. WALL BOARD SHALL HAVE TAPERED EDGES AND SHALL BE 5/8" THICK. USE MAXIMUM LENGTHS OF WALLBOARDS TO MINIMIZE NUMBER OF JOINTS. TYPES OF WALLBOARD INCLUDE: U.S.G. WR GYPSUM BOARD AND IJ.S.G. FIRECODE "X" GYPSUM BOARD, 5/8" THICK. H. CASING AND CORNER BEADS: STANDARD GALVANIZED BEADS OF TYPES RECOMMENDED BY THE WALLBOARD MANUFACTURER. (USG #200-A AND "DURABEAD" OR EQUAL) I. JOINT COMPOUND AND TAPE: AS RECOMMENDED BY WALLBOARD MANUFACTURER. J. LAMINATING ADHESIVES: AS RECOMMENDED BY WALLBOARD MANUFACTURER. K. ACOUSTIC SEALANT: TREMCO MANUFACTURING CO. L. COORDINATE METAL STUD LAYOUT WITH OTHER TRADES. M. WALLBOARD INSTALLATION, ACCESSORIES AND TAPING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. INSTALL SEALANT AROUND ALL PERIMETERS. N. PROVIDE METAL STUD BLOCKING BEHIND ALL SIGNS, FIXTURES, ETC. WHERE INDICATED OR AS REQUIRED. 0. WORKMANSHIP 1. ALL WORK SHALL BE SKILLFULLY FRAMED, BRACKETED, ANCHORED, AND SECURED IN THE BEST AND STRONGEST MANNER, TRUE AND PLUMB, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NOT LESS THAN REQUIRED BY CODE. 2. GYPSUM PANEL SURFACES SHALL BE ISOLATED WITH CONTROL JOINTS (USG #093 OR EQUAL) WHEREVER: a. PARTITION ABUTS A STRUCTURAL ELEMENT (EXCEPT FLOOR). b. PARTITION RUN EXCEEDS 30 LINEAR FEET. SECTION 09300 - CERAMIC TILE APPROVED MANUFACTURER: MILCOR DIVISION OF INRYCO INC. STYLES AND SIZES SHALL BE AS INDICATED. USE STYLE DW SIZE 10X10 MINIMUM IF NO SIZE IS INDICATED. HINGES SHALL BE CONCEALED SPRING TYPE, OPENING TO 175 DEGREES. LOCKS SHALL BE FLUSH SCREW DRIVER OPERATED, WITH METAL CAM. PROVIDE RATED DOOR WHERE REQUIRED. SECTION 08700 - HARDWARE A: DESCRIPTION OF SYSTEMS: 1. WORK INCLUDED: PROVIDE ALL FINISH HARDWARE FOR COMPLETE WORK, IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. QUANTITIES LISTED IN ANY INSTANCE ARE FOR THE CONTRACTORS CONVENIENCE ONLY AND ARE NOT GUARANTEED. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK SHALL BE FURNISHED, MATCHING IN QUALITY AND FINISH THE ITEMS SPECIFIED. 2. NOT USED. 3. GENERAL REQUIREMENTS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER OPERATION AND FITTING OF HARDWARE IN LOCATIONS SPECIFIED. THE CONTRACTOR MUST SUPPLY A ROOM UNDER LOCK AND KEY TO STORE ALL FINISH HARDWARE UNTIL INSTALLATION IS MADE. THE HARDWARE SUPPLIER MUST MARK EACH ITEM OF HARDWARE AS TO DESCRIPTION AND LOCATION OF INSTALLATION IN ACCORDANCE WITH APPROVED HARDWARE SCHEDULE. EXPOSED SURFACES OF HARDWARE N OFINSTALL SHALL BE COVERED AND WELL PROTECTED DURING INSTALLATION, SO AS TO AVOID DAMAGE TO FINISHES. 4. FIRE -RATED OPENINGS PROVIDE: HARDWARE FOR FIRE RATED OPENINGS IN COMPLIANCE WITH REQUIREMENTS OF NFPA 80. THIS REQUIREMENT TAKES PRECEDENCE OVER OTHER REQUIREMENTS FOR HARDWARE. 5. SUPPLIER: FINISH HARDWARE WILL BE FURNISHED AND INSTALLED BY T.G.C. FINISH HARDWARE SHALL BE SUPPLIED BY A RECOGNIZED BUILDERS HARDWARE SUPPLIER WHO HAS BEEN FURNISHING HARDWARE IN THE SAME AREA AS THE PROJECT FOR A PERIOD NOT LESS THAN FIVE YEARS. THE SUPPLIERS ORGANIZATION SHALL INCLUDE CONSULTANTS WHO ARE AVAILABLE AT ALL REASONABLE TIMES DURING THE COURSE OF THE WORK TO MEET PERSONALLY WITH THE OWNER, ARCHITECT OR CONTRACTOR FOR HARDWARE CONSULTATION. THE SUPPLIER SHALL MAINTAIN A PARTS INVENTORY OF ITEMS SUPPLIED FOR FUTURE SERVICE TO THE OWNER. 6. SCHEDULE SUBMISSION: UPON BEING AWARDED THE FINISH HARDWARE CONTRACT, THE HARDWARE SUPPLIER SHALL IMMEDIATELY PREPARE AND SUBMIT TO THE LIDS SPORTS GROUP, IN TRIPLICATE, A COMPLETE SCHEDULE OF FINISH HARDWARE REQUIRED HEREIN. SUCH SCHEDULE MUS f BE COMPLETELY DETAILED, SHOWING ALL ITEMS, NUMBERS, AND FINISHES FOR ALL HARDWARE FOR EACH SEPARATE OPENING. ANY CORRECTIONS OR CHANGES NECESSARY IN THE SCHEDULE, TO MAKE IT COMPLY WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS SHALL BE MADE PROMPTLY. LIMITATION OF SCHEDULE: APPROVAL OF THE HARDWARE SCHEDULE. SHALL NOT RELIEVE THE HARDWARE SUPPLIER OF RESPONSIBILITY FOR ERRORS OR OMISSIONS THEREIN. 7. TEMPLATES: HARDWARE SUPPLIER WILL PROVIDE APPROVED SCHEDULE AND PAPER TEMPLATES TO VARIOUS OTHER SUPPLIERS FOR DOOR AND FRAME PREPARATION FOR HARDWARE. 8. MAKES: NUMBERS SHOWN IN HARDWARE SCHEDULE ARE FROM THE CATALOGS OF MCKINNEY SALES CO. DETEX, NORTON, LCN, ARROW, SOSS, SERGEANT & CO. H.B. IVES CO. TICE, BEST, PEMKO, GLYNN-JOHNSTON, PLASTICS INDUSTRIES, AND STANLEY, AND ARE INTENDED FOR PURPOSES OF EXACT REQUIREMENTS. EXCEPT AS SHOWN, NO SAMPLES ARE TO BE SUBMITTED TO THE ARCHITECT LESS THAN SEVEN (7) DAYS PRIOR TO BID OPENING. IF SUBSTITUTES ARE APPROVED. THE ARCHITECT WILL ACKNOWLEDGE BY ADDENDUM TO THE SPECS. 9. KEYS AND KEYING: ALL CYLINDER ITEMS SHALL BE CONSTRUCTION CORED & KEYED SHALL PROVIDE CORES, CYLINDERS, KEYS & CONTROL KEYS FOR FRONT ENTRANCE. T.G.C. SHALL RECEIVE, PROTECT & INSURE PROPER INSTALLATION OF ALLa, HARDWARE, INCLUDING CONTROL KEYS, FROM DOOR MFR. T.G.C. SHALL PROVIDE AND INSTALL BEST 7 PIN CORE CYLINDER & CONTROL KEY FOR REAR DETEX ALARM. DYED POLISH CONCRETE: 1.EXAMINATION: A. NEW CONCRETE SHALL CURE FOR MINIMUM OF 28 DAYS BEFORE JOINT SEALING, GRINDING OR POLISHING. B. ALL NEW SLABS AND/OR GROUND LEVEL SLABS MUST BE TESTED FOR MOISTURE CONTENT PRIOR TO STARTING FLOOR GRINDING AND POLISHING. REPORT ALL MOISTURE TEST RESULTS WITHIN (5) DAYS TO THE PROJECT CONSTRUCTION MANAGER. TESTING MUST BE COMPLETED BY A CERTIFIED DYED POLISHED CONCRETE FLOOR INSTALLER. 2. INSTALLATION: A. INITIAL GRINDING- USE 16 GRIT METAL DIAMOND, IF MASTIC OR THIN -SET MATERIALS ARE PRESENT, THEN USE 80 GRIT METAL DIAMONDS. B. SEAL ANY JOINTS PER MANUFACTURER'S SPECIFICATIONS. COLOR TO MATCH FINISH COLOR. C. HONING METAL GRINDS- GRIND FLOOR WITH PROGRESSIVE FINER METAL DIAMOND GRITS, DO NOT SKIP AND STEPS. FINISH HONING USING 150 GRIT METAL -BOND DIAMONDS. 3. FLOOR POLISHING: A. INITIATE POLISHING PROCESS USING 100 GRIT RESIN -BONDED DIAMOND. B. CONTINUE PROCESS USING 200, 400, 800, 1500 AND 3000 GRIT RESIN -BOND DIAMOND. C. FINISH POLISHING USING HIGH-SPEED PROPANE FLOOR BURNISHER AND A DIAMOND IMPREGNATED BURNISHING PAD. 4. FLOOR DENSIFICATION: A. AFTER EACH METAL -BOND DIAMOND PASS, APPLY CONSOLIDECK LS LITHIUM BASED DENSIFIER TO THE POINT OF REJECTION. CONSOLIDECK SHOULD BE ALLOWED TO SIT ON CONCRETE A MINIMUM OF 30 MINUTES BEFORE CONTINUING. REVIEVVED FOR CODS COMPLIANCE `` APPROVED r',' AN 81 2011 .r City of 1 uk BUILDIN IS ila A. SECTION REQUIREMENTS 1. SUBMIT PRODUCT DATA AND MATERIAL SAMPLES. 2. FOR TILE INSTALLED ON WALKWAY SURFACES, PROVIDE PRODUCTS WITH STATIC COEFFICIENTS OF FRICTION OF MINIMUM 0.6 FOR LEVEL SURFACES AND STEP TREADS, AND OF OF MINIMUM 0.8 FOR RAMP SURFACES, AS DETERMINED BY TESTING IDENTICAL PRODUCTS PER ASTM C 1028. FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): ARCHITECTURAL SEAL: CONS:` CTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: WM LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-1�17�� (''� DRAWN BY: MB H t C REVtEJJb1E#iBY: WS CITY OF TUKWILA AUG 1 5 2017 PERMIT CENTER TITLE: SPECIFICATIONS SHEET NUMBER: 4.0 H. INSPECTION: 1. VERIFY SUBSTRATE IS SATISFACTORY FOR WORK IN THIS SECTION DO NOT PROCEED UNTIL DEFECTS HAVE BEEN CORRECTED. 2. BY STARTING PAINTING, THE CONTRACTOR IMPLIES THAT HE HAS ACCEPTED THE SURFACES AS BEING FREE OF DEFECTS. I. PREPARATION -NEW WORK. 1. MISCELLANEOUS STEEL AND IRON TO INCLUDE METAL DOORS AND FRAME: I. SURFACES SHOP -PRIMED: REMOVE SURFACE CONTAMINATION FROM ALL SURFACES. AT FIELD -WELDED OR ABRADED SPOTS APPLY A PHOSPHORIC ACID ETCH SOLUTION AND LET SET FOR TIME RECOMMENDED BY ACID ETCH MANUFACTURER, RINSE WITH WATER, AND WHEN THOROUGHLY DRY, IMMEDIATELY APPLY PRIME COAT. II. SURFACES NOT SHOP PRIMED: REMOVE RUST AND SCALE BY WIRE BRUSHING OR OTHER METHODS. REMOVE DUST, DIRT, OIL, GREASE, CLEAN SURFACE BY SOLVENT WASH, APPLY PHOSPHORIC ACID SOLUTION, AND LET SET FOR TIME RECOMMENDED BY ACID ETCH MANUFACTURER, RINSE WITH WATER, AND WHEN THOROUGHLY DRY, IMMEDIATELY APPLY PRIME COAT. III. GALVANIZED IRON: REMOVE SURFACE CONTAMINATION, WASH METAL WITH PHOSPHORIC ACID OR APPLY ONE COAT OF ETCHING TYPE PRIMER. 2. WOOD PRODUCTS TO BE PAINTED. REMOVE SURFACE CONTAMINATION DIRT, AND MINOR GRIT. SPOT COAT KNOTS, PITCH STREAKS AND SAPPY SECTIONS WITH SEALER. FILL AND NAIL HOLES AND FINE CRACKS AFTER PRIMER HAS DRIED AND SAND SMOOTH, LEVEL WITH SURFACE READY FOR FINISH COAT. 3. WOOD -PRODUCTS TO BE STAINED: REMOVE SURFACE CONTAMINATION, DUST AND GRIT, AFTER STAIN COAT, FILL NAIL HOLES WITH MATCHING COLOR FILLER. 4. GYPSUM WALLBOARD: I. REMOVE ANY MINOR SUBSEQUENT CONTAMINATION, DUST, AND DIRT. II. IF SURFACE DEFECTS APPEAR AFTER PRIME COATING, NOTIFY JOB SUPERINTENDENT AND ARCHITECT REQUIRE DEFECTS REPAIRED BY AND AT EXPENSE OF DRYWALL TRADE. AFTER DEFECTS ARE CORRECTED, PROCEED WITH FINISH PAINTING, AGAIN USE PRIMER OVER REPAIRED AREAS. 5. MECHANICAL AND ELECTRICAL WORK: PREPARE METAL SURFACES AS SPECIFIED HEREIN ABOVE FOR MISCELLANEOUS STEEL AND IRON AS APPLICABLE TO TYPE OF MATERIAL SCHEDULED TO BE PAINTED. REMOVE DIRT, GREASE, AND OIL FROM CANVAS AND COTTON INSULATION COVERING. J. PREPARATION: EXISTING WORK 1. CLEAN TO EXTENT REQUIRED, AND/OR REMOVE EXISTING COATINGS. 2. WOOD PRODUCTS TO BE PAINTED: THICK AND SHARP EDGES OF PAINT BUILD- UPS, RUNS, AND SAGS SHALL BE SANDED SMOOTH (FEATHERED EDGE), REPAIR AND SAND SMOOTH ALL SURFACE DEFECTS, INCLUDING UNSET/RESET NAILS, CRACKS AND GOUGES. 3. GYPSUM WALLBOARD: FILL, SAND SMOOTH ALL SURFACE DEFECTS, SAND GLASSY SURFACES PRIOR TO APPLICATION OF PAINT. 4. EXPOSED CONCRETE FLOOR SHALL BE CLEAN AND DRY, AND PREPARED IN ACCORDANCE WITH PAINT MANUFACTURERS REQUIREMENT. K. APPLICATION: 1. APPLY PAINT OR FINISH BY METHODS GENERALLY ACCEPTED BY THE TRADE TO ACHIEVE APPROVED FINISHES. 2. COMPLY WITH RECOMMENDATIONS OF PRODUCT MANUFACTURER FOR DRYING TIME BETWEEN SUCCEEDING COATS. 3. VARY COLOR OF SUCCESSIVE UNDERCOATS. 4. SAND AND DUST BETWEEN EACH COAT TO REMOVE DEFECTS VISIBLE FROM A DISTANCE OF 5 FEET. 5. SUB -CONTRACTOR SHALL PAINT WALL SURFACES INDICATED ON PLANS USING A MINIMUM OF TWO (2) COATS OF PAINT AND PRIMING WHERE REQUIRED. 6. ALL PAINT WORK SHALL BE FIRST QUALITY WITH NO DEFECTS. 7. DRYWALL PAINT SHOULD BE APPLIED BY ROLLER. PAINT APPLIED TO WOOD SHALL BE BRUSHED ON. 8. SEAL ALL GYPSUM WALL BOARD TO RECEIVE WALL COVERINGS WALL COVERINGS TO BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. L. FINISH SCHEDULE: SEE DRAWINGS IF PAINTING CONTRACTOR CONSIDERS ANY SURFACE UNSUITABLE FOR PROPER FINISH OF HIS WORK, HE SHALL NOTIFY TENANT AND NOT APPLY ANY MATERIAL UNTIL SITUATION IS RESOLVED. DIVISION 10 - SPECIALTIES SECTION 10000 - MISCELLANEOUS SPECIALTIES PROVIDE THE FOLLOWING SPECIALTIES WHERE NOTED ON THE DRAWINGS AND AS SPECIFIED HEREIN.. INSTALL SPECIALTY ITEMS FURNISHED BY OTHERS, AS INDICATED ON THE DRAWINGS. TOILET ACCESSORIES (WHERE REQUIRED): PROVIDE UNITS AS INDICATED IN THE DRAWINGS. FIRE EXTINGUISHER (FE): MANUFACTURER'S STANDARD 10 LB, 4A-60BC RATED UNITS. COORDINATION: COORDINATE WITH OTHER SECTIONS TO ASSURE THAT THE LOCATIONS OF MISCELLANEOUS SPECIALTIES DOES NOT CONFLICT WITH OTHER RELATED ITEMS. EXAMINE AND INSPECT INSTALLATION OF FLOOR OR WALL FINISHES, AND OTHER CONDITIONS THAT AFFECT INSTALLATION OF MISCELLANEOUS SPECIALTIES. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. INSTALL THE WORK OF THIS SECTION ACCORDING TO MANUFACTURER'S INSTRUCTIONS, USING FASTENERS APPROPRIATE TO SUBSTRATE AS RECOMMENDED BY UNIT MANUFACTURER. INSTALL UNITS PLUMB AND LEVEL, FIRMLY ANCHORED IN LOCATIONS AND AT HEIGHTS INDICATED. SET EACH ITEM SECURELY IN PLACE, LEVELED AND ADJUSTED TO THE CORRECT WORKING HEIGHT. ANCHOR TO SUPPORTING SUBSTRATE WHERE INDICTED AND WHERE REQUIRED FOR SUSTAINED OPERATION AND USE WITHOUT SHIFTING OR DISLOCATION. CONCEAL ANCHORAGES WHERE POSSIBLE. SECURE MIRRORS TO WALLS IN CONCEALED TAMPERPROOF MANNER WITH SPECIAL HANGERS, TOGGLE BOLTS, OR SCREWS. SET UNITS TO PLUMB, LEVEL, AND SQUARE AT LOCATIONS INDICATED, ACCORDING TO MANUFACTURER'S INSTRUCTION FOR TYPE OF SUBSTRATE INVOLVED. INSTALL GRAB BARS TO WITHSTAND A DOWNWARD LOAD OF AT LEAST 250 LBF, COMPLYING WITH ASTM F 446. ADJUST UNITS FOR PROPER OPERATION AND VERIFY THAT MECHANISM FUNCTION SMOOTHLY. REPLACE DAMAGED OR DEFECTIVE ITEMS. CLEAN AND POLISH ALL EXPOSED SURFACES STRICTLY ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AFTER REMOVING TEMPORARY LABELS AND PROTECTIVE COATINGS. SECTION 10400 - STOREFRONT SIGNS/LOGOS A. GENERAL: 1. THE SIGNAGE WILL BE THE RESPONSIBILITY OF THE TENANT'S SIGN CONTRACTOR, INCLUDING FABRICATION, LANDLORD AND BUILDING DEPARTMENT APPROVAL, AND COORDINATION OF INSTALLATION WITH GENERAL CONTRACTOR. SEE RESPONSIBILITY SCHEDULE FOR REMARKS. 2. THE SIGN SUBCONTRACTOR SHALL INCLUDE ALL WORK ON THE STOREFRONT SIGN, WINDOWS AND INTERIOR (IF APPLICABLE). 3. THE ART WORK FOR THE SIGNAGE AND GLAZING LOGO TO BE FURNISHED BY THE CLIENT AND SHOP DRAWINGS PREPARED BY THE SIGN SUBCONTRACTOR FOR BOTH CLIENT, LANDLORD AND BLDG. DEPT. APPROVAL. 4. THE SIGN SUBCONTRACTOR TO FURNISH AND INSTALL ALL SILK-SCREEN WORK AND SHALL ENLARGE OR REDUCE ART WORK AS REQUIRED FOR THE LOCATION. B. INSTALLATION: 1. THE SIGN SUBCONTRACTOR IS TO HAVE THE SIGN INSTALLED BY A LOCAL SIGN CONTRACTOR UTILIZING SIGNS FURNISHED BY THE SIGN SUBCONTRACTOR. 2. ALL SURFACES TO BE CLEAN AND FREE OF DIRT/GREASE BEFORE APPLICATION OF SIGNAGE INCLUDING SILK-SCREENING AREAS APPLIED TO THE BACK OF GLASS AS SHOWN ON PLANS AND SPECIFICATIONS. ALL WORK TO BE THE BEST QUALITY WITH ALL LINES CLEAN AND SHARP AND SET IN PLACE SQUARE, PLUMB AND TRUE. SECTION 10520 - FIREFIGHTING EQUIPMENT 1. GENERAL: GENERAL CONTRACTOR TO VERIFY W/ LOCAL FIRE MARSHALL THE NUMBER OF FIRE EXTINGUISHERS REQ'D AT JOB SITE AND PROVIDE AND INSTALL MOUNTING HARDWARE AND EXTINGUISHERS. 2. MANUFACTURER: AS MANUFACTURED BY J.I. INDUSTRIES. 3. PRODUCTS: A. FIRE EXTINGUISHER (S) TO BE COSMIC 5E. B. WALL BRACKET (S) TO BE MODEL NO. MB818 4. LOCATIONS: AS DIRECTED BY LOCAL FIRE MARSHALL. SECTION 10800 - TOILET ACCESSORIES A. GENERAL: 1. INSTALL ALL ACCESSORIES TO COMPLY WITH GOVERNING CODES. B. FOR ALL TOILET ROOMS WHERE THERE ARE EXISTING ACCESSORIES, GENERAL CONTRACTOR SHALL INSPECT THE EXISTING ACCESSORIES, THEIR CONDITION AND TYPE, FOR COMPLIANCE WITH THE LIST OF TOILET ACCESSORIES LISTED BELOW. ANY ACCESSORY EQUAL TO THE PRODUCTS SPECIFIED SHALL BE ALLOWED TO BE USED UPON APPROVAL BY THE OWNER. ANY ACCESSORY INCLUDED IN THE SCHEDULE, BUT NOT EXISTING AT THE PROJECT SITE OR VERIFIED TO BE INSTALLED BY THE LANDLORD SHALL BE PROVIDED FOR THE PROJECT AND INSTALLED BY T.G.C. PER SPECIFICATIONS. REFER TO ANY QUESTIONS CONCERNING REUSE OF EXISTING ACCESSORIES TO THE ARCHITECT FOR RESOLUTION. C. DESCRIPTION: GENERAL: TOILET ROOM ACCESSORIES TO BE PROVIDED AND INSTALLED BY SUB -CONTRACTOR. D. PRODUCT DELIVERY, HANDLING AND STORAGE: RECEIVE, INVENTORY, AND STORE PRODUCTS PRIOR TO INSTALLATION. E. MATERIALS: 1. ACCESSORIES SHALL BE SUPPLIED AS PER PLANS. a) EQUAL EQUIPMENT MAY BE PROPOSED BY SUBMITTING CUTS OF PIECES FOR APPROVAL PRIOR TO BID SUBMISSION. I) BARRIER FREE WATER CLOSET: AMERICAN STANDARD CADET 2467-016 II) SINK: AMERICAN STANDARD LUCERNE, COLOR 0355.012 III) FAUCET: AMERICAN STANDARD HERITAGE, COLOR 7402-V05 IV) MIRROR: BOBRICK B -293-163016X30 V) SOAP DISPENSER: BOBRICK B-2112 VI) PAPER TOWEL DISPENSER: FROST 101-1 VII) WASTE RECEPTACLE: FROST 303 -NL VIII) SANITARY NAPKIN DISPOSAL BIN: BOBRICK B-5270 IX) TOILET PAPER ROLL DISPENSER: BOBRICK B-2860 X) HOOK @ 60" A.F.F.: BOBRICK 842.34.050 - XI) (ADA/CABO ANSI) GRAB BARS: BOBRICK B -5806.99X36 & B -5806.99X42 WITH CONCEALED ANCHOR PLATES TO WITHSTAND 250 LB. PRESSURE, VERTICAL AND HORIZONTAL. SEE DRAWING FOR LOCATION AND DIMENSIONS. ALL MOUNTING SHALL BE CONCEALED. XII) (ADA/CABO ANSI) VERTICAL GRAB BARS: BOBRICK B -5806.99X18 WITH CONCEALED ANCHOR PLATES TO WITHSTAND 250 LB. PRESSURE, VERTICAL AND HORIZONTAL. SEE DRAWING FOR LOCATION AND DIMENSIONS. ALL MOUNTING SHALL BE CONCEALED. XIII) DOOR MOUNTED ACCESSIBILITY SIGNAGE: PLASTIC LAMINATE SECURED TO CENTER OF DOOR FACE +60" A.F.F. (WOMEN SYMBOL 1/4" THICK 12" DIA.) (MENS SYMBOL 1/4" THICK TRIANGLE 12" SIDES) COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM COLOR AND CONTRAST OF THE DOOR. USE NEMA RATED SELF -EXTINGUISHING ADHESIVE TO MOUNT. i) LETTERS & NUMERALS MUST BE RAISED 1/32" FROM SIGN SURFACE. ii) CHARACTER HEIGHT MUST BE AT LEAST 5/8" BUT NOT EXCEED 2". iii) TYPE STYLE FOR LETTERS AND NUMBERS SHALL BE SANS SERIF OR SIMPLE SERIF. iv) PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW PICTOGRAM. F. INSTALLATION: 1. FOLLOW MANUFACTURERS DIRECTION SUITING INSTALLATION CONDITIONS, USING TAMPER PROOF OR CONCEALED FASTENERS. 2. PROVIDE AND INSTALL HANDRAILS IN SIZES AND LOCATIONS AS REQUIRED BY LOCAL AND STATE BUILDING CODES. ATTACH FIRMLY TO WALLS. PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION. DIVISION 11- EQUIPMENT SECTION 11100 - MUSIC EQUIPMENT A. MATERIALS: 1. AMPLIFIER, CASSETTE DECK, SPEAKERS, SPEAKER WIRE AND VOLUME CONTROL BY TENANT'S AUDIO CONTRACTOR. 2. GENERAL CONTRACTOR TO PROVIDE CONDUIT FOR SPEAKER WIRE FROM AMPLIFIER TO VOLUME CONTROL SWITCH LOCATION. OUTLET BOX FOR SPEAKER WIRE AT RECEIVER, DOUBLE DEEP GANG BOX FOR MUSIC CONTROL SWITCH. B. INSTALLATION: 1. ALL MATERIALS TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR (UNLESS NOTED OTHERWISE) AS INDICATED ON PLANS AND SPECIFICATIONS. SECTION 11200 - SECURITY SYSTEM A. MATERIALS: 1. SUPPLIED BY TENANT AND INSTALLED BY TENANT'S CONTRACTOR. B. INSTALLATION: 1. INSTALL PER MANUFACTURER'S INSTRUCTIONS. DIVISION 12 - FURNISHINGS A. ALL WALL FIXTURES AND CASH WRAPS ARE TO BE SET IN PLACE BY THE FIXTURE CONTRACTOR. B. INSTALL FIXTURES PLUMB AND LEVEL. ATTACH FIXTURES SECURELY TO WALL WITH CONCEALED FASTENERS. ATTACH TO METAL STUDS WHERE POSSIBLE. C. KEEP FIXTURES PROTECTED UNTIL CONSTRUCTION HAS BEEN COMPLETED IF PROBLEMS ARE EXPERIENCED IN THE PLACEMENT OF FIXTURES, CONTACT THE ARCHITECT TO RESOLVE THE MANNER IN WHICH THE SITUATION IS TO BE CORRECTED. REPORT ANY DAMAGE TO FIXTURES BEFORE CONSTRUCTION IS COMPLETE. D. REPORT IRREPARABLE DAMAGED FIXTURES TO LIDS SPORTS GROUP PROJECT MANAGER AS SOON AS THEY ARE DISCOVERED. DELAYS IN REPORTING MAY RESULT IN ADDITIONAL COST BY T.G.C. DIVISION 13 - SPECIAL CONDITIONS - NONE DIVISION 14 - CONVEYING SYSTEMS - NONE DIVISION 15 - MECHANICAL SYSTEMS - SEE MECHANICAL SHEETS DIVISION 16 - ELECTRICAL SYSTEMS - SEE ELECTRICAL SHEETS 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL 9 7 3. 2 5 3. 9 3 9 0 FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): ARCHITECTURAL SEAL: CO RACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: Lidi LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECddtd`TION: PROe,INyMer s{ W 1 L A DRAWN BY: MB REVIEWED BY: WS AUG 1 5 2017 PERMIT CENTER TITLE: AUG 31 2017 SPECIFICATIONS City of Tuhirifa BUILDING DIVISION) SHEET NUMBER: 5.0 MALL CORRIDOR 20 60'-5 7/8" LEASE LINE ADJACENT TENANT 23 r 14 MALL CONCOURSE 16-0 314" LEASE LINE ADJACENT TENANT 14 1 D1.0 DEMOLITION FLOOR PLAN SCALE 1/4" = 1'-0" 14 15 T 16 // / // / // / /1 / // / // 1 T7 r 13'-11 A" A.F.F. T.O. MALL CEILING 10'- 10 4" A.F.F.Ab T.O. GLAZING 10'- 6" A.F.F.AL B.O. SIGN 21 / / / // /// j// /iii / / /// / // / // / // / // // / // / // // / 4/ J 14 15 4 0'- 0" A.F.F.FIN. FLOOR 2 D1.0 DEMOLITION STOREFRONT ELEVATION SCALE 1/4" = 1'-0" KEY NOTES 15 16 EXISTING GLAZING AND GLAZING SYSTEM TO BE REMOVED IN ITS ENTIRETY. G.C. TO PATCH AND REPAIR ADJACENT SURFACES AFTER REMOVAL. EXISTING STOREFRONT CONSTRUCTION TO BE REMOVED IN ITS ENTIRETY. EXISTING DOOR AND FRAME TO BE REMOVED IN ITS ENTIRETY. G.C. TO PATCH AND REPAIR ADJACENT SURFACES AFTER REMOVAL. LEASE LINE EXISTING WALL FIXTURING TO BE REMOVED BACK TO ORGINAL DEMISING WALL. PATCH AND REPAIR DEMISING WALL TO MAINTAIN EXISTING FIRE RATING. EXISTING SLAT WALL AND METAL WALL PANELS ABOVE TO BE REMOVED IN ITS ENTIRETY. G.C. TO PATCH AND REPAIR EXISTING GYP. BD. AFTER REMOVAL. G.C. TO EVALUATE THE GYP. BD. AND REPLACE AS REQUIRED. HATCHED AREA INDICATED PORTION OF MALL FLOORING TO BE REMOVED IN ITS ENTIRETY. G.C. TO PATCH AND REPAIR ADJACENT SURFACES AFTER REMOVAL AND PREPARE FOR NEW FINISHES. EXISTING WOOD FLOORING TO BE REMOVED AND SLAB TO BE PREPARED TO RECEIVE NEW FINISHES. EXISTING WALL BASE TO BE REMOVED IN ITS ENTIRETY. G.C. TO PATCH AND REPAIR ADJACENT SURFACES AFTER REMOVAL. EXISTING EMBROIDERY STATION TO BE REMOVED IN ITS ENTIRETY. G.C. TO PATCH AND REPAIR ADJACENT SURFACES AFTER REMOVAL AND RETURN ALL WIRES BACK TO SOURCE. EXISTING THERMOSTAT TO BE REMOVED. SEE MECHANICAL DRAWINGS FOR NEW LOCATION AND MORE INFO. EXISTING PARTITION WALL TO BE REMOVED G.C. TO PATCH AND REPAIR ADJACENT SURFACES AFTER REMOVAL. EXISTING CASHWRAP TO BE REMOVED IN ITS ENTIRETY. G.C. TO PATCH AND REPAIR ADJACENT SURFACES AFTER REMOVAL AND RETURN ALL WIRES BACK TO SOURCE. NEUTRAL PIER TO REMAIN. G.C. TO PROTECT THROUGHOUT CONSTRUCTION. EXISTING MALL FINISH TO REMAIN. G.C. TO PATCH & REPAIR AS REQ. EXISTING SIGNAGE TO BE REMOVED IN ITS ENTIRETY. G.C. TO RETURN ALL WIRES BACK TO SOURCE. 17 EXISTING ROLLING GRILLE AND ASSOCIATED STRUCTURE TO BE REMOVED IN ITS ENTIRETY. n EXISTING MALL ELECTRICAL EQUIPMENT TO REMAIN. EXISTING SECURITY PEDESTALS TO BE REMOVED IN THEIR ENTIIRETY. G.C. TO RETURN ALL WIRES BACK TO SOURCE. EXISTING REAR EGRESS DOOR AND FRAME TO REMAIN. G.C. TO CLEAN, REFURBISH AND REPAIR AS REQUIRED. 19 20 21 22 23 24 EXISTING BLADE SIGN TO BE REMOVED IN ITS ENTIRETY. G.C. TO RETURN ALL WIRES BACK TO SOURCE. EXISTING CONCRETE SLAB TO REMAIN. G.C. TO CLEAN, REFURBISH, PATCH REPAIR AND PREPARE SLAB FOR NEW FINISHES. SEE SHEET A4.0 AND A4.1 FOR MORE INFO. EXISTING ELECTRICAL EQUIPMENT TO BE MODIFIED. SEE ELECTRICAL DRAWINGS FOR MORE INFO. EXISTING HOTA FIXTURE TO BE REMOVED. G.C. TO COORDINATE DISPOSAL W/ LIDS CONSTRUCTION MANAGER. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 3.Z017 City of Tukwila BUtLC IN DLL1SI N GENERAL NOTES G.C. IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF THE LANDLORD'S CRITERIA PRIOR TO CONSTRUCTION. FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE HIM OF ANY RESPONSIBILITY. OWNER RESERVES THE RIGHT TO RETAIN ANY OR ALL EXISTING ITEMS. (G.C. SHALL VERIFY WITH OWNER.) ALL OTHER MATERIALS AND DEBRIS SHALL BE REMOVED PER LANDLORD'S CRITERIA. REMOVE ALL EXISTING FINISH MATERIAL AND SUBSTRATES NOT REUSABLE DOWN TO EXPOSED STUDS, CONCRETE, OR STRUCTURE. REFER TO SECTION 02070 OF THE SPECIFICATIONS SHEET (SHEET G1.0) FOR ADDITIONAL NOTES. G.C. SHALL THOROUGHLY VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THESE COMMENTS SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT. G.C. SHALL FIELD VERIFY EXACT SCOPE OF DEMOLITION REQUIRED WITH THE TENANT PRIOR TO BIDDING AND CONSTRUCTION. G.C. SHALL FIELD VERIFY ALL CLEARANCE HEIGHTS TO EXISTING CEILING AND ABOVE EXISTING CEILING. IF A CONFLICT EXISTS WITH NEW DESIGN CEILING, HVAC, SPRINKLER, ETC., CONTRACT THE DESIGNER IMMEDIATELY. . CONCRETE PATCHING: WHERE EXISTING CONCRETE SLABS ARE REMOVED FOR INSTALLATION OF PLUMBING OR ELECTRICAL SYSTEMS, PATCH EXISTING MATERIALS WITH SOIL TREATMENT AT DISTURBED AREAS, 4" CRUSHED ROCK SUBGRADE, 6 MIL POLY VAPOR BARRIERS AND CONCRETE SLAB WITH WWF REINFORCEMENT. VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO CUTTING. 10. DO NOT ABANDON ANY UTILITIES OR MATERIALS WITHIN LEASE SPACE SYMBOL LEGEND EXISTING TO BE REMOVED EXISTING TO REMAIN EXISTING DOOR TO BE REMOVED RECEIVED CITY OF TUKWILA EXISTING DOOR TO REaI!� 1 5 2017 PERMIT CENTER NOTE: -•G.C.TOV s "�. L C DISCREPANCIE UST B IONS ' t;%RTO ST '°"° •" CON UCTIO ANY REPORTED TO LIDS CONSTRUCTION MANAGER AND ARCHITECT. 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 T E L 9 7 3. 2 5 3. 9 3 9 0 FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): IM ARCHITECTURAL SEAL: CO RACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: id/ LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998.17 DRAWN BY: IQIR REVIEWED BY: WS TITLE: DEMOLITION PLAN SHEET NUMBER: D1.0 MALL CORRIDOR 60'-5 7/8" LEASE LINE ADJACENT TENANT r T 7 - --r---I------- I I I I I I - --F---}----I---I----- I----I----I----1- I 1 I r-1 I I— I I I I I ® I I i I 1 / I I / �—� —k" �.. II - I I \\ 1 ® - -I- -I- -�- ® I \\ ��. 7 -I\ MALL CONCOURSE TE II III II II III 11 El ADJACENT TENANT DEMOLITION REFLECTED CEILING PLAN SCALE 1/4" = 1'-0" NOTE: -G.C. TO VERIFY ALL CONDITIONS PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES MUST BE REPORTED TO LIDS CONSTRUCTION MANAGER AND ARCHITECT. SYMBOL LEGEND EXISTING TO BE REMOVED EXISTING TO REMAIN KEY NOTES ALL EXISTING LIGHTING IN SALES AREA AND STOCK ROOM TO BE REMOVED IN THEIR ENTIRETY. G.C. TO RETURN ALL WIRES BACK TO SOURCE. EXISTING SPRINKLER SYSTEM TO BE MODIFIED. G.C. MODIFY AS REQ'D FOR NEW ACT CEILING LAYOUT. EXISTING MECHANICAL DIFFUSERS AND GRILLES TO BE REMOVED IN THEIR ENTIRETY, TYP. EXISTING TENANT DUCTWORK SHOWN SOLID TO REMAIN. G.C. TO PROTECT THROUGHOUT CONSTRUCTION. SEE MECHANICAL DRAWINGS FOR MORE INFO. EXISTING SPLIT SYSTEM, CU ON ROOF AND AHU IN SPACE TO BE REMOVED IN THEIR ENTIRETY AND REPLACED BY G.C. SEE MECHANICAL DRAWINGS FOR MORE INFO. LINE OF STOREFRONT SOFFIT ABOVE AT 10-101/4" A.F.F. TO BE REMOVED IN ITS ENTIRETY. G.C. TO PATCH AND REPAIR ADJACENT SURFACES AFTER REMOVAL. EXISTING EMERGENCY LIGHTING & EXIT SIGNS TO BE REMOVED. G.C. TO RETURN ALL WIRES BACK TO SOURCE, TYP. EXISTING ACT CEILING TO BE REMOVED IN ITS ENTIRETY. G.C. TO PATCH AND REPAIR ADJACENT SURFACES AFTER REMOVAL. EXISTING STOREFRONT SIGNAGE TO BE REMOVED IN ITS ENTIRETY. G.C. TO RETURN ALL WIRES BACK TO SOURCE. EXISTING BLADE SIGN TO BE REMOVED IN ITS ENTIRETY. G.C. TO RETURN ALL WIRES BACK TO SOURCE. 11 EXISTING CAMERAS TO BE REMOVED IN THEIR ENTIRETY. G.C. TO RETURN ALL WIRES BACK TO SOURCE, TYP. 12 EXISTING SPEAKERS TO BE REMOVED IN THEIR ENTIRETY. G.C. TO RETURN ALL WIRES BACK TO SOURCE, TYP. ❑13 EXISTING ROLLING GRILLE AND ASSOCIATED STRUCTURE TO BE REMOVED IN THEIR ENTIRETY. ❑1a EXISTING SPRINKLER MAIN TO REMAIN. G.C. TO PROTECT THROUGHOUT CONSTRUCTION. ❑15 EXISTING FIRE ALARM EQUIPMENT TO BE REMOVED. G.C. TO RETURN ALL WIRES BACK TO SOURCE. GENERAL NOTES 1. G.C. IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF THE LANDLORD'S CRITERIA PRIOR TO CONSTRUCTION. FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE HIM OF ANY RESPONSIBILITY. 2. OWNER RESERVES THE RIGHT TO RETAIN ANY OR ALL EXISTING ITEMS. (G.C. SHALL VERIFY WITH OWNER.) ALL OTHER MATERIALS AND DEBRIS SHALL BE REMOVED PER LANDLORD'S CRITERIA. 3. REMOVE ALL EXISTING FINISH MATERIAL AND SUBSTRATES NOT REUSABLE DOWN TO EXPOSED STUDS, CONCRETE, OR STRUCTURE. 4. REFER TO SECTION 02070 OF THE SPECIFICATIONS SHEET (SHEET G1.0) FOR ADDITIONAL NOTES. 5. G.C. SHALL THOROUGHLY VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THESE COMMENTS SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT. 6. G.C. SHALL FIELD VERIFY EXACT SCOPE OF DEMOLITION REQUIRED WITH THE TENANT PRIOR TO BIDDING AND CONSTRUCTION. 7. G.C. SHALL FIELD VERIFY ALL CLEARANCE HEIGHTS TO EXISTING CEILING AND ABOVE EXISTING CEILING. IF A CONFLICT EXISTS WITH NEW DESIGN CEILING, HVAC, SPRINKLER, ETC., CONTRACT THE DESIGNER IMMEDIATELY. 8. CONCRETE PATCHING: WHERE EXISTING CONCRETE SLABS ARE REMOVED FOR INSTALLATION OF PLUMBING OR ELECTRICAL SYSTEMS, PATCH EXISTING MATERIALS WITH SOIL TREATMENT AT DISTURBED AREAS, 4" CRUSHED ROCK SUBGRADE, 6 MIL POLY VAPOR BARRIERS AND CONCRETE SLAB WITH WWF REINFORCEMENT. VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO CUTTING. 10. DO NOT ABANDON ANY UTILITIES OR MATERIALS WITHIN LEASE SPACE REVIEWED FOR CODE COMPLIANCE APPROVED AUG a12i17 RECEIVED CITY OF TUKWILA AUG 1 5 2017 PERMIT CENTER 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL 973.253.9390 FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): ARCHITECTURAL SEAL: CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: id5 LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: MB REVIEWED BY: WS TITLE: DEMOLITION REFLECTED CEILING PLAN SHEET NUMBER: City of Tukwila BUILDING DIVISION 14 MALL CORRIDOR 14 60.-57/8" LEASE LINE 19 28 11'-6 3/4" TELE 27 26 - 4 24 30 1 1' -5" 22 29 ADJACENT TENANT 29 40'-0 3/4" DIMENSION OF BLOCKING 29 14 4'-4 3/4" 16'-9" 22 rn 14 18 10'-9" -0 1/4" 15'-8 1/4" 22 DIMENSION OF BLOCKING P viek I' U ADJACENT TENANT 8'-6" 29 15'-10 1/2" DIMENSION OF BLOCKING 1 1 4'-4 3/4" MALL CONCOURSE 16'-0 3/4" LEASE LINE 1 A1.0 CONSTRUCTION PLAN SCALE: 1 /4"=1'-0" GENERAL NOTES 1. G.C. TO VERIFY THAT ALL DEMISING WALLS HAVE BOTH STUDS AND DRYWALL TO UNDERSIDE OF DECK ABOVE. IF NOT, G.C. SHALL INCLUDE THE COST OF EXTENDING THE STUDS AND/OR DRYWALL TO THE LANDLORD'S DECK WITHIN THE BID -- WALL SHALL HAVE A MIN. 1 HR. FIRE RATING. 2. G.C. SHALL VISIT SITE TO VERIFY ALL CONDITIONS AND MEET WITH LANDLORD TO DETERMINE EXTENT OF L.L. WORK AND/OR WORK THAT L.L. IS ASKING G.C. TO PERFORM AT TENANT EXPENSE. ADD TO BID PRICE. NO EXTRAS SHALL BE HONORED FOR ITEMS NOT ACCOUNTED FOR DUE TO LACK OF FIELD VISIT. ALL DEMOLITION WORK TO ACCOMMODATE NEW CONSTRUCTION MUST BE INCLUDED IN BID PRICE. 3. G.C. SHALL MAINTAIN PROPER EGRESS AT ALL TIMES DURING STORE CONSTRUCTION. 4. THE FIRE BEHAVIOR CHARACTERISTICS OF ALL INTERIOR WALL, FLOOR AND CEIILNG FINISHES SHALL BE FURNISHED BY THE TENANT TO THE G.C. AND MAINTAINED AT THE JOBSITE. 5. ALL WOOD BLOCKING (WHEN APPLICABLE) EMPLOYED IN CONJUNCTION WITH STOREFRONT WORK SHALL BE KILN -DRIED, MILL QUALITY FINISH AND SHALL RECEIVE A FIRE RETARDANT TREATMENT. 6. NON-COMBUSTIBLE WOOD BLOCKING OR FRAMING AS REQUIRED. FIRE TREATED WOOD ONLY. 7. ALL INTERIOR FINISHES TO BE CLASS 2 OR BETTER. 8. ALL INTERIOR DIMENSIONS ARE FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. 9. ALL WOOD IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED MOISTURE RESISTANT WOOD. 10. ALL WALL CONSTRUCION FACING INTERIOR OF RESTROOMS MUST UTILIZE MOISTURE RESISTANT GYP. BD. 11. PROVIDE AND INSTALL OCCUPANCY SIGN IN A CONSPICUOUS LOCATION IN ACCORDANCE WITH STATE & LOCAL CODES AND APPROVED BY OWNDER FOR DESIGN. 12. PROVIDE 5/8" FRT PLYWOOD BLOCKING IN ALL AREAS WHERE THERE IS WALL MOUNTED EQUIPMENT. 13. G.C. TO PROVIDE FIRE EXTINGUISHERS AS REQUIRED PER APPLICABLE CODES AND SHALL COORDINATE LOCATION WITH FIRE MARSHALL. 14. ALL DOORS TO BE KEYLESS IN DIRECTION OF EMERGENCY EGRESS AND SHALL REQUIRE NO SPECIAL KNOWLEDGE OR TOOLS TO OPERATE. 1 SYMBOL LEGEND, I NEW DOOR EXISTING DOOR NEW PARTITION WALL EXISTING PARTITION WALL TO REMAIN LANDLORD NOTES 1 G.C. TO SLAB CUT EXISTING CONCRETE SLAB FOR NEW CASHWRAP CONDUIT. G.C.TO PATCH AND REPAIR AS REQUIRED. SEE SHEET E1.1 FOR MORE INFO. n LINE OF STOREFRONT SIGN ABOVE.PROVIDED AND INSTALLED BY SIGN VENDOR 3❑ LOCATION OF NEW THERMOSTAT. SEE MECHANICAL DRAWINGS FOR MORE INFO. ❑OUTLINE OF CUSTOM EMBROIDERY TABLE. FIXTURE TO BE PROVIDED BY FIXTURE VENDOR AND INSTALLED BY G.C. SEE FIXTURE PLAN FOR MORE INFORMATION. ❑ NEW STOREFRONT AND GLAZING SYSTEM. SEE SHEET A6.0 & A7.0 FOR MORE INFO. ❑ NEW ENTRY GLASS DOORS. SEE SHEET A1.1 & A6.0 FOR MORE INFO. n OUTLINE OF NEW CASHWRAP FIXTURE. CASHWRAP TO BE PROVIDE BY FIXTURE VENDOR AND INSTALLED BY G.C. SEE FIXTURE PLAN FOR MORE INFORMATION. ❑EXISTING ELECTRICAL EQUIPMENT TO BE MODIFIED BY G.C. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. EXISTING TELEPHONE/DATA SERVICE TO BE REMOVED AND RELOCATED TO NEW LOCATION. SEE USHEET A2.0 AND E1.1 FOR NEW LOCATIONS. G.C. TO RUN NEW CONDUIT AND LOW VOLTAGE WIRES TO NEW LOCATIONS AS REQUIRED AND VERIFY PHONE AND DATA SYSTEM IS IN WORKING ORDER PRIOR TO TURNING OVER STORE TO LIDS. 11 LINE INDICATES NEW GYP. BOARD SOFFIT ABOVE AT 10'-0" A.F.F. (11 G.C. TO PATCH AND REPAIR ANY DAMAGED ADJACENT FLOORING OR TRANSITION CAUSED BY I INSTALLATION OF NEW SALES FLOOR. PROVIDE SMOOTH AND LEVEL TRANSITION FROM TENANT FLOORING SURFACE TO MALL COMMON 12 FLOORING FLOORING SURFACE. COORDINATE REQUIRE TRANSOM STRIP WITH MALL OPERATIONS AS REQUIRED. REFER TO SHEET A5.0 13 LINE INDICATES NEW GYP. BOARD SOFFIT ABOVE AT 12'-10 1/2" A.F.F. 1a LEASE LINE ❑15 APPROXIMATE LOCATION ELECTRICAL STUB UP FOR 4 PLEX ELECTRICAL OUTLETS TO BE MOUNTED IN CASHWRAP AND BACKWRAP BY ELECTRICAL CONTRACTOR. (V.I.F.) APPROXIMATE LOCATION COMMUNICATIONS STUB UP FOR PHONE / DATA LINES TO CASH REGISTER / CREDIT CARD / PHONE (CFCI) - OWNER SHALL PROVIDE SERVICE AND TELEPHONE EQUIPMENT. G.C. IS RESPONSIBLE FOR RUNNING THE 2" CONDUIT WITH A PULL STRING FROM CASHWRAP TO THE PHONE BOARD. G.C. IS TO CALL DAVE MILLER @ DIVERSENET (317.508.0322) ONCE CASHWRAP IS SET IN PLACE. DIVERSENET IS RESPONSIBLE FOR RUNNING CAT 5 AND INSTALLING JACKS NEEDED IN CASHWRAP. (V.I.F.) 16 1.771 20 AMP ELECTRICAL OUTLET FOR EMBROIDERY STATION. ELECTRICAL CONTRACTOR TO INSTALL 17 4 PLAX AT PER DIMENSIONED LOCATION ON PLAN. RE: ELECTRICAL DRAWINGS FOR ADDITIONAL DETAILS. FIRE EXTINGUISHER (CFCI): 4A-60BC - 10 LB DR -CHEM TYPE WITH WALL MOUNT BRACKET (48" MAX HT 18 TO TOP) - PROVIDE FR WALL BLOCKING - EXTINGUISHER SHALL BE IN COMPLIANCE WITH NFPA 10 AND SHALL BE DISTRIBUTED IN ACCORDANCE WITH APPENDIX E. CONFIRM NUMBER OF EXTINGUISHERS TO BE INSTALLED. NOTE: ONCE CASHWRAP AND EMBROIDERY TABLE ARE SET IN PLACE G.C. IS TO CONTACT VIA E-MAIL STEVE WENDT (STEVE.WENDT@LIDS.COM, ERIC KETTERER (ERIC.KETTERER@LIDS.COM AND DAVID MILLER (DMILLER@DIVERSENETINC.COM) TO STATE AS SUCH. AT THIS POINT A TIME AND DATE WILL BE ESTABLISHED FOR A TECHNICIAN TO COME OUT TO RUN AND INSTALL ALL DATA. 1s NEW QUAD OUTLET FOR TELEPHONE/ ROUTER @ 54" A.F.F. 20 NEW FLOORING. SEE SHEETS A4.0 AND A4.1 FOR MORE INFO. 21 22 23 CONSTRUCTION BARRICADE BY TENANT, G.C. IN ACCORDANCE WITH MALL CRITERIA. COORDINATE WITH MALL OPERATIONS MANAGER. PROTECT ALL MALL FINISHES FROM DAMAGES. ANY DAMAGES THAT ACCORD ARE TO BE REPAIRED TO LIKE NEW CONSTRUCTION AT G.C. COST. ANY GRAPHICS "COMING SOON" BY OWNER. G.C. TO INSTALL REQUIRED FRT WOOD BLOCKING STRAPPING FOR WALL FIXTURE SYSTEM DIRECTLY ON EXISTING DEMISING WALL G.W.B. SEE SHEET A5.0 AND A8.1 FOR MORE INFO. SECURITY SYSTEM BY CHECKPOINT SYSTEMS, INC - G.C. TO PROVIDE ELECTRICAL CONDUIT TO STOREFRONT AND 4 PLEX OUTLET BOX FOR SECURITY SYSTEM AT 54" A.F.F. 24 GC TO PROVIDE & INSTALL (3) SURFACE MOUNTED STANDARDS @ 2'-0" O.C. W/ (2) WHITE LAMINATE 11-1 SHELVING AND HARDWARE zs 30 31 LINE INDICATES MILLWORK FIXTURE ABOVE @ 10'-0" AFF ALL DATA CONNECTIONS TO TERMINATE AT DESK. QUAD OUTLET FOR SECURITY SYSTEM @ 43" A.F.F. QUAD FOR AUDIO SYSTEM @ 54" A.F.F. DUPLEX OUTLET @ 18" AFF. SEE ELECTRICAL DRAWINGS FOR MORE INFO. 5'-0" BY 2'-0" WALL MOUNTED, LAMINATED WHITE FORMICA COUNTER TOP W/(2) 2" DIAMETER LEGS TOP OF COUNTER TO BE AT 34" A.F.F. EXISTING MALL ELECTRICAL EQUIPMENT TO REMAIN. G.C. TO PROTECT THROUGHOUT CONSTRUCTION. REVIEWED FOR ODE COMPLIANCE APPROVED AUG 31 nu City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 5 2017 PERMIT CENTER 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL 9 7 3. 2 5 3. 9 3 9 0 FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): ARCHITECTURAL SEAL: CO' CTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: id5 LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: MB REVIEWED BY: WS TITLE: CONSTRUCTION PLAN AND KEYED NOTES SHEET NUMBER: A1 .0 PARTITION TYPES G.C. TO VERIFY EXISTING DEMISING WALL GOES TO DECK AND IS FIRE TAPED AND CAULKED TO MAINTAIN 1 HR REQUIRED FIRE RATING, AND PROVIDE GYP. BD. AND METAL STUDS IF WALL IS NOT 1 HR RATED METAL STUDS FRAMING FROM SLAB TO DECK ABOVE - G.C. TO PROVIDE, INSTALL STUDS UP TO DECK , TAPE & SPACKLE FOR 1 HR RATING LINE OF 6"H X 3/4"W FRT PLYWOOD WOOD BLOCKING PAINTED TO MATCH WALL IN SALES AREA ONLY WHERE INDICATED. GYPSUM BOARD FROM SLAB TO DECK ABOVE - G.C. TO PROVIDE, INSTALL GYP. BD. UP TO DECK , TAPE & SPACKLE FOR 1 HR RATING FINISH FLOOR EXISTING DEMISING WALL STOCK AREA in NEW SALES ACT CLG @ 10'-6" A.F.F. OR 11'-0" A.F.F. SEE RCP 3-5/8" METAL STUDS @ 16" O.C. FROM SLAB TO DECK ABOVE SALES AREA 5/8" GYPSUM BOARD FROM SLAB UP TO 6" ABOVE ACT CEILING 5/8" GYPSUM BOARD FROM SLAB UP TO DECK ABOVE FINISH FLOOR NEW PARTITION WALL NEW SALES ACT CLG @ 10'-6" A.F.F. OR 11'-0" A.F.F. SEE RCP 3-5/8" METAL STUDS @ 16" O.C. FROM SLAB TO DECK ABOVE 5/8" GYPSUM BOARD FROM SLAB UP TO 6" ABOVE ACT CEILING FINISH FLOOR NEW PARTITION WALL NEW SALES GYP. BD. SOFFIT @ 7'-2" A.F.F. 3-5/8" METAL STUDS @ 16" O.C. FROM SLAB TO DECK ABOVE 5/8" GYPSUM BOARD FROM SLAB TO UNDERSIDE OF GYP. B.D SOFFIT FINISH FLOOR NEW PARTITION WALL DOOR ELEVATIONS / / .. -., 3'-0" X 3'-O" / / L 0 o 2 / / //// / / / / \ \ --. \ \ c \\\/ / \ \ \ / / / / / / / \ \ \ \ 0 °\/ OA NEW STOREFRONT ENRY DOORS WELD METAL FRAME SII A1.1 © HOLLOW METAL DOOR HARDWARE SCHEDULE 1 DOOR SCHEDULE HARDWARE SET A - PASSAGE DOOR 1-1/2 PAIR BUTT: "PBB" BB81 X 4.5 X 4.5 X 626 1 EACH LATCHSET: "PDQ" SD -126 X PHL X 2-3/4 X 626 X THRU-BOLT 1 EACH WALL STOP: "SIGNATURE BRASS" SBW-302PT X 630 3 EACH SILENCERS: "SIGNATURE BRASS" SB1337-A HARDWARE SET B - ENTRY DOOR 6" X 353/4 BOTTOM RAIL WITH LOCK & PIVOT STANDARD KEYED CYLINDER - CLEAR ANODIZED THUMB TURNS - CLEAR ANODIZED DUST PROOF STRIKES (NO. 108) TOP PATCH FITTING SURFACE TOP PIVOT 12" OFFSET BACK TO BACK HANDLE SET HARDWARE SETC - SERVICE ENTRANCE DOOR (1) MORTISE CYLINDER (1) DETEX DEVICE ECL -230X (PER CODE) SIZE RATING TYPE FINISH FRAME HARDWARE NOTES REMARKS O ENTRY (2) 3'-0" x 10'-0" A GLASS B O 3'-0" x 7'-0" B <PT -01 > <PT -02> 1/A1.1 A <PT -01> SALES AREA PT -02> STOCK ROOM O EXISTING 3'-0" x 7'-0" C <PT -02> C REPLACE HARDWARE ONLY AS REQUIRED MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE PROHIB TED. DOOR HANDLES, PULLS, LATCHED, LOCKS, AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34" MINIMUM AND 44" MAXIMUM ABOVE FINISHED FLOOR AND SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. MAXIMUM EFFORT TO OPERATE INTERIOR AND EXTERIOR DOORS SHALL NOT EXCEED 5 LBS. THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 1 A1.1 3 5/8" METAL STUDS @ 16" O.C. 2 EA. 20 GA STUDS @HEAD/JAMB (TYP) DOOR JAMB/HEAD SCALE: 3" = 1'-0" N 1/ k r 5/8" GYP. BD., 1 LAYER EACH SIDE ANCHOR CLIP (3) PER JAMB MIN. 16 GA HOLLOW METAL DOOR FRAME DOOR, REFER TO DOOR SCHEDULE 2 A1.1 + RECESSED SECTION SCALE: 3/4" = 1'-0" 11'-0" AFF U.S. OF ACT CEILING `1. 518" GYP. BD. OVER 3-5/8" 18GA. METAL FRAMING @ 16" 0.C. PAINTED <PT -01> 7'-2" AFF Abb U.S. OF GYP. BD. SOFFIT 6" WIDE 3/4" FRT PLYWOOD WOOD BLOCKING EXISTING DEMISING WALL RECESSED SHELVING PROVIDED AND INSTALLED BY FIXTURE VENDOR REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2017 City of Tu( (a BUILDING DIVISION 0'-0" AFF FIN. FLOOR RECEIVED CITY OF TUKWILA AUG 1 5 2017 PERMIT CENTER 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL T CENTER 461 FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: / J -V I / L 0 0 A1.1 © HOLLOW METAL DOOR HARDWARE SCHEDULE 1 DOOR SCHEDULE HARDWARE SET A - PASSAGE DOOR 1-1/2 PAIR BUTT: "PBB" BB81 X 4.5 X 4.5 X 626 1 EACH LATCHSET: "PDQ" SD -126 X PHL X 2-3/4 X 626 X THRU-BOLT 1 EACH WALL STOP: "SIGNATURE BRASS" SBW-302PT X 630 3 EACH SILENCERS: "SIGNATURE BRASS" SB1337-A HARDWARE SET B - ENTRY DOOR 6" X 353/4 BOTTOM RAIL WITH LOCK & PIVOT STANDARD KEYED CYLINDER - CLEAR ANODIZED THUMB TURNS - CLEAR ANODIZED DUST PROOF STRIKES (NO. 108) TOP PATCH FITTING SURFACE TOP PIVOT 12" OFFSET BACK TO BACK HANDLE SET HARDWARE SETC - SERVICE ENTRANCE DOOR (1) MORTISE CYLINDER (1) DETEX DEVICE ECL -230X (PER CODE) SIZE RATING TYPE FINISH FRAME HARDWARE NOTES REMARKS O ENTRY (2) 3'-0" x 10'-0" A GLASS B O 3'-0" x 7'-0" B <PT -01 > <PT -02> 1/A1.1 A <PT -01> SALES AREA PT -02> STOCK ROOM O EXISTING 3'-0" x 7'-0" C <PT -02> C REPLACE HARDWARE ONLY AS REQUIRED MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE PROHIB TED. DOOR HANDLES, PULLS, LATCHED, LOCKS, AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34" MINIMUM AND 44" MAXIMUM ABOVE FINISHED FLOOR AND SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. MAXIMUM EFFORT TO OPERATE INTERIOR AND EXTERIOR DOORS SHALL NOT EXCEED 5 LBS. THE UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 1 A1.1 3 5/8" METAL STUDS @ 16" O.C. 2 EA. 20 GA STUDS @HEAD/JAMB (TYP) DOOR JAMB/HEAD SCALE: 3" = 1'-0" N 1/ k r 5/8" GYP. BD., 1 LAYER EACH SIDE ANCHOR CLIP (3) PER JAMB MIN. 16 GA HOLLOW METAL DOOR FRAME DOOR, REFER TO DOOR SCHEDULE 2 A1.1 + RECESSED SECTION SCALE: 3/4" = 1'-0" 11'-0" AFF U.S. OF ACT CEILING `1. 518" GYP. BD. OVER 3-5/8" 18GA. METAL FRAMING @ 16" 0.C. PAINTED <PT -01> 7'-2" AFF Abb U.S. OF GYP. BD. SOFFIT 6" WIDE 3/4" FRT PLYWOOD WOOD BLOCKING EXISTING DEMISING WALL RECESSED SHELVING PROVIDED AND INSTALLED BY FIXTURE VENDOR REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2017 City of Tu( (a BUILDING DIVISION 0'-0" AFF FIN. FLOOR RECEIVED CITY OF TUKWILA AUG 1 5 2017 PERMIT CENTER 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL T CENTER 461 FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: id/ LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE#446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: MB REVIEWED BY: WS TITLE: WALL TYPES, DOOR SCHEDULE AND CONSTRUCTION DETAILS SHEET NUMBER: COUNT WALL - FLOOR - TOTAL 1053 102 1155 AREA SALES STOCK TOTAL SQ.FT. 741 SQ. FT. 206 SQ. FT. 947 SQ.FT. 101 STOCK ROOM 60'-5 7/8" LEASE LINE 11'-6 3/4" J MALL CORRIDOR e SLATWALL r STOCK ROOM: 206 SQFT 1A A8.1 1'-9 3/4" / TYP. ADJACENT TENANT 100 SALES AREA 11 SALES AREA: 741 SQFT SFX -05> {EQ -07> (1) ABOVE FX -03 48 FACINGS EQ -03 (3) ABOVE 10'-9" 1,-10" /13/4 4'-31/4" 66 FACINGS 1 " 4'-0112" 1 66 FACINGS 15'-8 1/4" " 4'-31/4" 66 FACINGS 8'-6" 66 FACINGS 8'-6" 15'-101/2" 40'-0 3/4" ADJACENT TENANT MALL CONCOURSE 16'-0 3/4" LEASE LINE 1 A A A F1I.V FIXTURE AND EGRESS PLAN SCALE 1 /4"=1-0" FIXTURE SCHEDULE FIXTURE SCHEDULE KEY DESCRIPTION QTY. REMARKS KEY DESCRIPTION QTY. REMARKS SALES AREA FIXTURES CABLE FEATURE FIXTURE 2 SHELVES 1 4X-01 B> CABLE FEATURE FIXTURE 5 SHELVES 1 <FX -02> WALL BAY 14 DETAILS PROVIDED BY FIXTURE VENDOR 0-02C> WALL BAY RIGHT HEADER 1 22 SHELVES PER FIXTURE <FX -03> CAPACITY FIXTURE 1 <FX -04> 2 ROWS OF ELEVATED WALL BAY 1 DETAILS PROVIDED BY FIXTURE VENDOR <EQ -02> CUSTOMIZATION SCREEN 1 MANUFACTURER: NEC, MODEL: V323-2. COORDINATE FX -07 <EQ -03> BACK WALL LIGHT BOXES 3 <EQ -04> <EQ -05> POS LIGHT BOX STOREFRONT LIGHT BOX 1 2 SIZE TO COORDINATE WITH SURROUNDING FIXTURES <EQ -06> RELOCATED POS EQUIPMENT EXISTING <EQ -07> 42" MONITOR WI THIS BEZEL <FX -05> BACK WALL SHELVING 1 DETAILS PROVIDED BY FIXTURE VENDOR 4X-06Pt SHORT FEATURE FIXTURE 1 0-066> MEDIUM FEATURE FIXTURE 1 4X -06C> TALL FEATURE FIXTURE 1 <FX -07> CUSTOMIZATION FIXTURE 1 <FX -08> CASHWRAP 1 <FX -09> STOREFRONT SIGNAGE 1 SEE SHEET 1-106 FOR LOCATION <FX -10> LIFESTYLE GRAPHIC HOLDER SEE SHEETS 1-201 & 1-202 FOR LOCATIONS <FX -11> GRAPHIC VITRINE 1 TO COORDINATE WITH GX-17 <Bi (3) SURFACE MOUNTED STANDARDS @ 2'-0" 0.C. WI (2) WHITE LAMINATE SHELVING AND HARDWARE 1 PROVIDED/ ASSEMBLED / INSTALLED BY G.C. QUANTITY SUBJECT TO CHANGE. CASEWORK SLATWALL DISPLAY PANELS 22'-1" PROVIDED BY FIXTURE MANUFACTURER AND ASSEMBLED/ INSTALLED BY G.C. QUANTITY IS SUBJECT TO CHANGE. NOTE: TENANT'S G.C. IS RESPONSIBLE FOR INSTALLATION OF TENANT PROVIDED SAFE & SECURITY MIRRORS. G.C. TO CONFIRM LOCATIONS WITH DISTRICT MANAGER PRIOR TO INSTALLATION. TENANTS G.C. TO REFER INSTALLATION INSTRUCTIONS FROM SUPPLIER FOR ALL FIXTURES. WOOD FIXTURES ARE REQUIRED TO HAVE MINIMUM CLASS 'A' FLAME SPREAD. G.C. TO PROVIDE PORTABLE FIRE EXTINGUISHER(S) OF THE CORRECT CAPACITY AND RATING AS REQUIRED BY NFPA #10. FIRE EXTINGUISHERS SHALL BEAR CURRENT STATE FIRE MARSHALL SERVICE TAG, SHALL BE MOUNTED IN A VISIBLE LOCATION WITHIN A 75' WALKING DISTANCE FROM ANY POINT IN SPACE, AND SHALL HAVE AT LEAST A'2A-10BC' RATING. G.C. SHALL VERIFY WITH LOCAL AUTHORITY HAVING JURISDICTION NUMBER AND LOCATION OF EXTINGUISHERS REQUIRED AND SHALL SUPPLY SAME AS DIRECTED BY LOCAL FIRE MARSHALL OR CODE. EXTINGUISHERS SHALL BE J.L. INDUSTRIES MODEL #COSMIC 5E 5LB. CAPACITY MULTI-PURPOSE CHEMICAL EXTINGUISHER WITH WALL BRACKET(S) MODEL #MB -818 OR APPROVED EQUAL. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31. 2017 Citi of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 5 2017 PERMIT CENTER 1 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL 4 6 1 FROMFAX WWW.SARGARCH .COM 'CONSULTANT (ENGINEER): ARCHITECTURAL SEAL: R,�T. ARGENT' S s F WASHINGTON WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE PROJECT NAME: id/ LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: sOU T HCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: AN /RR REVIEWED BY: WS TITLE: FIXTURE PLAN AND EGRESS PATH SHEET NUMBER: 2.0 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL 9 7 3. 2 5 3. 9 3 9 0 FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: 60'-5 7/8" LEASE LINE Y LOCATION: Y ADJACENT TENANT 100 SALES AREA ACT -01 11'-0" A.F.F. 6 18 1�,P . 9 5 7 10 i 1 TYP. 12 TYP. I - I 10 1 TYP. iii - i 3'-1" 2' 0 4'-0" 111 4'-0" 4'4" ME 16" 4'-0"' -11" IUVL iii . Q. 2'-10 ;. 2'-11g 6'-0" w 4 1:_� �� • • • IIII ► III • • • FIB FIB • 101 STOCK ROOM • I E: , OPEN 16'-6" A.F.F. I F1W �� • ate_ 1 Pliiii! iii 9 ' MALL CORRIDOR = rn 16 0 ;CC ;OW, - 1:53 ' - F1W F1W F W i F1W F1W I 2 I \ CV \�I�:�FJ4��I al Inv � - N 13 \ 11�NBI(I 1 Z liiiiII r• II [14 W '�`Q `Z•i F1W i_I ~ FIB IMALLui O 1 2 3" 'L�ci 1 X1 ill CONCOURSE 2 O" , m \\ �;, • I 3'' Ail l LT f� l I h q \` -0 9 Efli ,�T-01A I9 ` l • 1 AHU1 , 1 Si .1 LTJ1A r• � �• •` ` ' � r• • m I :oz.. re 4 .. r ." \� � � F 8 F B ' [.z�� F 8 i F1B FIB i �- # N- II �I X1 113'_1^ � 4' 0" �.�1-�0„ 4'-0" 4'.0" 17'-11'1 11 4'-0" -N, 4'-0" I..-1" d 1 �•J 2 0" I]X1 1iLJ1I v 15 1■_ i v 1- E1111 . FIB F B _ LU l 11.1 lilulil i I I � (� L .. 'M1 w — I -- I- ,_ l 9 12 10 1 9 8 1 12 9 1 SOFFIT TYP TYP a TMP I" I I" J TMP 100 GYP. BD. 12'-101/2 AFF NV 100 SALES AREA 1001 SALES AREAA3.1 ACT -01B r701-6" A.F.F. MILLWORK WI 10'-0" A.F.F. 100 SOFFIT GYP. BD.I 10'-0" AFF ADJACENT TENANT 1 REFLECTED CEILING PLAN A3.0 SCALE: 1/4"=1'-0" . LIGHTING FIXTURE SCHEDULE KEY NOTES SYMBOL MANUFACTURER & CATALOG NUMBER VOLTS/ WATTS LAMP FINISH QTY. DESCRIPTION SYMBOL MANUFACTURER& CATALOG NUMBER VOLTS/ WATTS LAMP FINISH QTY. DESCRIPTION Eli 1 2 NEW RECESSED DOWN LIGHTS PROVIDED BY LIGHTING VENDOR &INSTALLED BY G.C. NEW STOREFRONT SIGN SUPPLIED AND INSTALLED BY SIGN VENDOR 12 13 EXISTING SPRINKLERS TO BE MODIFY HEADS PER NEW CEILING LAYOUT AS REQ. NEW PENDANT LIGHTING MOUNTED @ 7'-0" AFF PROVIDED BY LIGHTING VENDOR, EXff-EMERGENCY EXIT LIGHT CEILING INSTALLED BY G.C. COPPER LIGHTING SURE -CITES O O� SEMI -RECESSED LED TWO HEAD 00 120 INCL. WHITE 4 MOUNTED REFER TO ELECTRICAL MECHANICAL POWERSECURE/SOLAIS 34W LED 19 ADJUSTABLE ACCENT LIGHT, BLACK X2 LEM W/ BATTERY BACKUP CEILING n NEW GYP. BOARD SOFFIT AT 12'-10 112 A.F.F. UNDERSIDE TO BE PAINTED <PT -04> 14 APPROXIMATE LOCATION OF NEW AHU UNIT ABOVE. SEE DRAWINGS FOR F1B PAINTED TO MATCH ADJACENT MORE INFO. XSR12/Xm20/25m/30v/1450/BK/BK FINISHES, 25 DEG BEAM OPTICS. EMERGENCY EXIT LIGHT WALL / NEW MILLWORK CLOUD FIXTURE TO BE HUNG FROM STRUCTURE ABOVE WITH 12GA POWERSECURE/SOLAIS LED SEMI -RECESSED LED TWO HEAD X1 COPPER LIGHTING - SURE -CITES AP7-R W/ INTEGRAL BATTERY 120 INCL. WHITE 3 CEILING MOUNTED, REFER TO ELECTRICAL 4 NEW GYP. BOARD SOFFIT AT 10'-0" A.F.F. UNDERSIDE TO BE PAINTED SPT-04� 15 WIRE. CLIPS PROVIDED BY VENDOR AND INSTALLED BY G.C. (O O XSR12/Xm20/25m/30v/1450/WH/WH 34W 8 ADJUSTABLE ACCENT LIGHT, WHITE STEREO SPEAKER (FAP24T) - G.C. TO INSTALL RECESSED 5-1/4" CEILING SPEAKERS BY 16 NEW GYP. BOARD SOFFIT AT 7'-2" A.F.F. UNDERSIDE TO BE PAINTED <PT -04> F1W FINISHES, 25 DEG BEAM OPTICS. 5 ATLEAS SOUND. G.C. TO PROVIDE SPEAKER WIRING BACK THROUGH CONDUIT IN COOPER LIGHTING - 120/277 SURFACE MOUNTED 17 NEW GYP. BOARD SOFFIT AT 7'-2" A.F.F. UNDERSIDE TO BE PAINTED PT -05 i RECESSED, NOMINAL 4" DIA. 8' SURFACE MOUNTED STRIP LIGHT LED T8 WHITE 2 STOCKROOM WALL TO STUB -UPS WITH ADEQUATE LENGTH TO REACH CASH WRAP i y , 16.5W LOCATED IN STOCK ROOM. ® POWERSECURE/SOLAIS 20W LED 2 LED DOWNLIGHT, SEMI -DIFFUSE SSP-132-28T8-UNV-QHE2X32-U BELOW. CONFIRM EXACT LOCATION & NUMBER OF SPEAKERS WITH LIDS 18 6" WIDE 3/4" FRT BLOCKING IN SOFFIT FOR FIXTURE INSTALL. REPRESENTATIVE. F2 XR4nc/D/Xm24/40/30K/SV/SV REFLECTOR AND MATCHING FLANGE. WIDE FLOOD. NOTE: 6 RECEIVED NEW CHAIN HUNG STRIP LIGHTING PROVIDED BY LIGHTING VENDOR, INSTALLED BY G.C. CITY OF TUKWILA POWERSECURE/SOLAIS RECESSED, NOMINAL 4" DIA. LED 1. ALL FLUORESCENT LAMPS SHALL BE 3500° KELVIN AND A MIN. CRI OF 82 2. ALL INTERIOR FLUORESCENT LUMINARIES (FIXTURES) THAT UTILIZE DOUBLE ENDED LAMPS AND CONTAIN BALLASTS THAT CAN BE AUG 1 5 ZO17 ® DOWNLIGHT, SEMI -DIFFUSE 7 NEW 2X2 ACT CEILING @ 11'-0" A.F.F. BY G.C. F2B XR4nc/D/Xm24/40/30K/SV/BK 20W LED 1 REFLECTOR AND BLACK FLANGE. WIDE FLOOD. SERVICED IN PLACE OR BALLASTED LUMINARIES THAT ARE SUPPLIED FROM MULTIWIRE BRANCH CIRCUITS AND CONTAIN BALLASTS THAT CAN BE SERVICED IN PLACE SHALL HAVE A DISCONNECTING MEANS EITHER INTERNAL OR EXTERNAL TO THE FIXTURE PER NEC 410.73(GH) EFFECTIVE JANUARY 1, 2008 8 NEW 2X2 ACT CEILING @ 10'-6" A.F.F. BY G.C. REVIEWED FOR CODE COMPLIANCE APPROVED PERMIT CENTER ANP LIGHTING DECORATIVE WAREHOUSE STYLED PENDANT. BLACK FINISHES 3. TESTING OF EMERGENCY LIGHTING IS REQUIRED. CALL FOR TESTING PRIOR TO FINAL INSPECTION. (TESTING MUST BE BY DISCONNECTING MAIN) 9 NEW EMERGENCY LIGHTING & EXIT LIGHTS PROVIDED BY LIGHTING VENDOR W512-N-W-30K-RTC-BLC-GR12 11W LED 3 & INSTALLED BY G.C. AUG 3�� LT -01A BLACK FINISH/BLACK GRILL WITH WIRE GRILL ACCESSORY IN BLACK FINISH. BLACK CORD. NOMINAL 12" DIAMETER. *ALL LIGHT FIXTURES TO BE FURNISHED BY OWNER THROUGH CITY LIGHTING. FOR QUESTIONS, CONTACT:MIKE HOHL CITY LIGHTING PRODUCTS - ST. LOUIS 10 NEW AIR DIFFUSERS AND RETURN AIR GRILLES TO BE PAINTED TO MATCH ADJACENT CEILING FINISH BY G.C. SEE SHEET M1.0 FOR MORE INFO. City of Tukwila ATLAS SOUND (B51- 4)- 4"-70V- 2 RECESSED CEILING MOUNTED VICE PRESIDENT NATIONAL ACCOUNTS PHONE: 314-534-1090 11 NEW 'CUSTOM ZONE SIGN' MOUNTED TO SOFFIT, PROVIDED AND INSTALLED BY SIGN VENDOR. SEE 8/A3.1 FOR MORE INFO. BUILDING D,�� WHITE �� X2 COPPER LIGHTING SURE -CITES LEM W/ BATTERY BACKUP 120 INCL. WHITE 2 EXIT - EMERGENCY EXIT LIGHT WALL MOUNTED, REFER TO ELECTRICAL FAX: 314-534-2810 EMAIL: MHOHL@CITYLIGHTING.COM n"N1zYJi.': -aRA+. 7bW "v`",�5. k(4'4%sY4 tR.Sktk, fir\`;-T.kY4?N?SW/f .. 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL 9 7 3. 2 5 3. 9 3 9 0 FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: Lids LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: MB REVIEWED BY: WS TITLE: REFLECTED CEILING PLAN AND KEYED NOTES SHEET NUMBER: ■ 0 1 CEILING GRID ABOVE MILLWORK FIXTURE, NO TILE 0> SUSPENDED TO CEILING ABOVE WITH BLACK AIRCRAFT CABLE BY G.C. \l I , SIGNAGE PROVIDED AND INSTALLED BY SIGN VENDOR 10'-0" AFF U.S. OF MILLWORK FIXTURE MILLWORK FIXTURE 8'-2" AFF U.S. OF CUSTOM SIGN 8 A3.1 SIGNAGE DETAIL SCALE 1"=1'-O" 1 TOP FLANGE FOR ACT CONNECTION CLIP COLOR TO MATCH PT -03 BOTTOM FLANGE FOR ACT CONNECTION CLIP 4 A3.1 TRIM COVER SCALE 1'=1'-0" MILLWORK CLOUD FIXTURE HUNG FROM ABOVE USING 12GA WIRE. CLIPS PROVIDED BY VENDOR AND INSTALLED BY G.C. SECURE MILLWORK FIXTURE TO WALL SIGNAGE PROVIDED AND INSTALLED BY SIGN VENDOR. SECURE ABOVE WITH AIRPLANE CABLE, TYP. AXIOM CLASSIC TRIM COVER. SEE DETAIL 4/A3.1 7 A3.1 SOFFIT PLAN SCALE 3/8"=1'-0" 6 A3.1 INSIDE TRIM COVER SCALE 1'=1'-0" CEILING GRID MILLWORK CLOUD FIXTURE HUNG FROM ABOVE USING 12GA WIRE. CLIPS PROVIDED BY VENDOR AND INSTALLED BY G.C. 5 A3.1 OUTSIDE TRIM COVER SCALE 1'=1'-0" HANGER WIRE TO STRUCTURE PRELUDE MAIN BEAM PRELUDE CROSS TEE HANGER WIRE TO STRUCTURE AIRPLANE CABLE CEILING GRID ABOVE MILLWORK FIXTURE, NO TILE 0 0 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 0 e 0 ACOUSTICAL LAY -IN PANEL 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 o v 0 0 o v 0 0 0 1.1 .3 0 7S 0 it= v o 0 o v v�O v v I p v v 03 0 0 0 0 0 0 0 0 0 e o CICI %*•••••• MILLWORK CLOUD FIXTURE HUNG FROM ABOVE USING 12GA WIRE. CLIPS PROVIDED BY VENDOR AND INSTALLED BY G.C. 10'-6" AFF A. U.S. OF ACT CEILING 10'-0" AFF U.S. OF MILLWORK FIXTURE CI CI CI CI HANGER WIRE TO STRUCTURE PRELUDE MAIN BEAM PRELUDE CROSS TEE 00000000 c, 0 0 AXTBC HANGER WIRE TO STRUCTURE PRELUDE MAIN BEAM PRELUDE CROSS TEE 6" AXIOM TRANSITION TRIM O ACOUSTICAL LAY -IN PANEL 4CT-01 B> AXTBC 4" AXIOM TRANSITION TRIM ▪ e o 0 ACOUSTICAL LAY -IN PANEL QCT -01> 11'-0" AFF U.S. OF SECOND LOOK ACT CEILING' 10'-6" AF U.S. OF ACT CEILING 1 3 A3.1 ACT TO MILLWORK FIXTURE DETAIL 3" = 1'-0" 2 A3.1 CLASSIC TRIM FROM ACT TO ACT 3"=1'-0" 1 A3.1 CEILING SECTION SCALE: 1"=1'-0" EXISTING STEEL DECK EXISTING STRUCTURE 12 GA. HANGER WIRE ATTACHED TO TOP STRINGER OF STEEL JOISTS ABOVE @ 48" O.C. EXISTING DEMISING WALL BEAM CLIP, TYP. n n n n r\ PRELUDE MAIN BEAM ACOUSTICAL LAY -IN PANEL(ACT-01 CEILING GRID ABOVE MILLWORK FIXTURE, NO TILE MILLWORK CLOUD FIXTURE HUNG FROM ABOVE USING 12GA WIRE. CLIPS PRELUDE MAIN BEAM ACOUSTICAL LAY -IN PANEL METAL TRANSITION TRIM PRELUDE MAIN BEAM ACOUSTICAL LAY -IN PANEL4f► G.C. TO PROVIDE UNISTRUT (P1001 OR EQUIVALENT), TYP. 16'-6" AFF U.S. OF DECK 4. 12 GA. HANGER WIRE ATTACHED TC TOP STRINGER OF STEEL JOISTS ABOVE @ 48" O.C. 15'-4" AFF U.S. OF STRUCTURE 4' ACT CEILING - CROSS TEES TO JOINT MAIN BEAM WITH POSITIVE INTERLOCKING SYSTEM EXISTING DEMISING WALL 11'-0" AFF U.S. OF SECOND LOOK ACT CEILING 4' 10'-6" AFF U.S. OF ACT CEILING 4' 10'-0" AFF U.S. OF MILLWORK FIXTURE 4. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2.011 City of Tukwila LUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 5 2017 PERMIT CENTER 4 6 1 FROM ROAD PARAMUS, Ni 07652 9 7 3. 2 5 3. 9 3 9 3 TEL 9 7 3. 2 5 3. 9 3 9 0 FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): ARCHITECTURAL SEAL: 9314 OBERT J SARGENTI TATE OF WASHINGTON CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. ® DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: Lidi LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46276 LOCATION: SOUTHCENTER MALL SPACE#446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 1 ` _ • ACT -01>" i� • o cA o 11111 01 '4 4\---1:------------- 9„ I . . . . • '''C'' • • . . ..... l>.1.. e rn 4O ..------ \t________________________________. .A 6.1 to 3'-0" • f ACOUSTICAL LAY -IN PANEL @ 10'-6" AFF<ACT-01 7:_itt1/4 MILLWORK CLOUD FIXTURE HUNG FROM ABOVE USING 12GA WIRE. CLIPS PROVIDED BY VENDOR AND INSTALLED BY G.C. SECURE MILLWORK FIXTURE TO WALL SIGNAGE PROVIDED AND INSTALLED BY SIGN VENDOR. SECURE ABOVE WITH AIRPLANE CABLE, TYP. AXIOM CLASSIC TRIM COVER. SEE DETAIL 4/A3.1 7 A3.1 SOFFIT PLAN SCALE 3/8"=1'-0" 6 A3.1 INSIDE TRIM COVER SCALE 1'=1'-0" CEILING GRID MILLWORK CLOUD FIXTURE HUNG FROM ABOVE USING 12GA WIRE. CLIPS PROVIDED BY VENDOR AND INSTALLED BY G.C. 5 A3.1 OUTSIDE TRIM COVER SCALE 1'=1'-0" HANGER WIRE TO STRUCTURE PRELUDE MAIN BEAM PRELUDE CROSS TEE HANGER WIRE TO STRUCTURE AIRPLANE CABLE CEILING GRID ABOVE MILLWORK FIXTURE, NO TILE 0 0 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 0 e 0 ACOUSTICAL LAY -IN PANEL 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 o v 0 0 o v 0 0 0 1.1 .3 0 7S 0 it= v o 0 o v v�O v v I p v v 03 0 0 0 0 0 0 0 0 0 e o CICI %*•••••• MILLWORK CLOUD FIXTURE HUNG FROM ABOVE USING 12GA WIRE. CLIPS PROVIDED BY VENDOR AND INSTALLED BY G.C. 10'-6" AFF A. U.S. OF ACT CEILING 10'-0" AFF U.S. OF MILLWORK FIXTURE CI CI CI CI HANGER WIRE TO STRUCTURE PRELUDE MAIN BEAM PRELUDE CROSS TEE 00000000 c, 0 0 AXTBC HANGER WIRE TO STRUCTURE PRELUDE MAIN BEAM PRELUDE CROSS TEE 6" AXIOM TRANSITION TRIM O ACOUSTICAL LAY -IN PANEL 4CT-01 B> AXTBC 4" AXIOM TRANSITION TRIM ▪ e o 0 ACOUSTICAL LAY -IN PANEL QCT -01> 11'-0" AFF U.S. OF SECOND LOOK ACT CEILING' 10'-6" AF U.S. OF ACT CEILING 1 3 A3.1 ACT TO MILLWORK FIXTURE DETAIL 3" = 1'-0" 2 A3.1 CLASSIC TRIM FROM ACT TO ACT 3"=1'-0" 1 A3.1 CEILING SECTION SCALE: 1"=1'-0" EXISTING STEEL DECK EXISTING STRUCTURE 12 GA. HANGER WIRE ATTACHED TO TOP STRINGER OF STEEL JOISTS ABOVE @ 48" O.C. EXISTING DEMISING WALL BEAM CLIP, TYP. n n n n r\ PRELUDE MAIN BEAM ACOUSTICAL LAY -IN PANEL(ACT-01 CEILING GRID ABOVE MILLWORK FIXTURE, NO TILE MILLWORK CLOUD FIXTURE HUNG FROM ABOVE USING 12GA WIRE. CLIPS PRELUDE MAIN BEAM ACOUSTICAL LAY -IN PANEL METAL TRANSITION TRIM PRELUDE MAIN BEAM ACOUSTICAL LAY -IN PANEL4f► G.C. TO PROVIDE UNISTRUT (P1001 OR EQUIVALENT), TYP. 16'-6" AFF U.S. OF DECK 4. 12 GA. HANGER WIRE ATTACHED TC TOP STRINGER OF STEEL JOISTS ABOVE @ 48" O.C. 15'-4" AFF U.S. OF STRUCTURE 4' ACT CEILING - CROSS TEES TO JOINT MAIN BEAM WITH POSITIVE INTERLOCKING SYSTEM EXISTING DEMISING WALL 11'-0" AFF U.S. OF SECOND LOOK ACT CEILING 4' 10'-6" AFF U.S. OF ACT CEILING 4' 10'-0" AFF U.S. OF MILLWORK FIXTURE 4. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2.011 City of Tukwila LUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 5 2017 PERMIT CENTER 4 6 1 FROM ROAD PARAMUS, Ni 07652 9 7 3. 2 5 3. 9 3 9 3 TEL 9 7 3. 2 5 3. 9 3 9 0 FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): ARCHITECTURAL SEAL: 9314 OBERT J SARGENTI TATE OF WASHINGTON CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. ® DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: Lidi LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46276 LOCATION: SOUTHCENTER MALL SPACE#446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: MB REVIEWED BY: WS TITLE: REFLECTED CEILING DETAILS SHEET NUMBER: 3.1 MALL CORRIDOR 60'-5 7/8" LEASE LINE ,1'-5" 8'-9" 3'-9" ADJACENT TENANT 6'-2" 3'-9" 4'-1 1/2" 1 r SW -1 VB -01 PT -02 SW -1 VB -01 <VB -01 1 PT -01 B-01 STOCK ROOM FLOORING:<FL-02> CEILING: OPEN WALLS: <PT -02> <SW -01> BASE: EXISTING/<VB-01> ADJACENT TENANT L 4- -<PC -04> ENTRY SOFFIT SALES AREA FLOORING:<FL-01 CEILING: Off► 451 <PL -01> WALLS: <PT-03><PT-04><PT-05 BASE:<WB-01> FLOORING:<FL-03> CEILING: SOFFIT FLOORING:<FL-01 CEILING: -<PC-04> MALL CONCOURSE w w 0) 0ZD NOTE: ALL PAINT FINISHES ARE TO BE FLAT AND NO LESS THAN A LEVEL 6 FINISH. 1 A4.0 WALL FINISH PLAN SCALE: 1/4" = 1'-0" MALL CORRIDOR 60'-5 7/8" LEASE LINE ,1'-5", 8'-9" 3,-9" ADJACENT TENANT 6'-2" 3'-9" 4'-1 1/2" r .1 I rn 1 MALL CONCOURSE 16-0 314" LEASE LINE ADJACENT TENANT 2 A4.0 FLOOR FINISH PLAN SCALE: 1/4" = 1'-0" 3 A4.0 PAINTED WALL INTERIOR ELEVATION SCALE: 1/4" = 1'-0" <WB -0* ,1'-5" <PT -01, S'-10<PT-05> 3'-9" <PT -04> 6'-2"<PT-06> 3'-9"<PT-04> <PT -04> 4'-1 1/2" <PT -07> 4, PT -04, r <WB -01> 11 '-5" <PT -01> 8'-9" <PT -05> 3'-9" <PT -04> 6.-2"" <PT -06> 3'-9" <PT -04> 4'-1 1/2" <PT -07> REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 152017 PERMIT CENTER 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL EL 973.253.9FA X WWW.SARGARCH.COM CONSULTANT (ENGINEER): ARCHITECTURAL SEAL: CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: Lids LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE#446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: MB REVIEWED BY: WS TITLE: FINES -I PLAN, SCHEDULE AND NOTES SHEET NUMBER: 1 MATERIAL FINISHES & COLOR SCHEDULE ID ITEM MANUFACTURER SPECIFICATION & COLOR DATA COMMENTS LOCATION WALL FINISH <PT -01 PAINT SHERWIN WILLIAMS ROGER HALL 1.800.474.3794 ROGER.HALL@SHERWIN.COM CUSTOM-SHER COLOR MATCH SUPER PAINT: LATEX CCE*COLORANT W1 -WHITE G2 -NEW GREEN L1 -BLUE R4- NEW RED OZ 32 64 128 - 8 - 1 - 10 - 1 6 27 - 1 2 18 - 1 ONE (GALLON ULTRA DEEP A88T01154 650907009 ALL PAINT ON WALLS TO BE A FLAT FINISH SALES AREA AND STOREFRONT <PT -02> PAINT SHERWIN WILLIAMS ROGER HALL 1.800.474.3794 ROGER.HALL@SHERWIN.COM COLOR: SW7005 PURE WHITE ALL PAINT ON WALLS TO BE A FLAT FINISH TOILET ROOM WALLS, STOREFRONT SOFFIT AND FLOOR <PT -03> PAINT SHERWIN WILLIAMS ROGER HALL 1.800.474.3794 ROGER.HALL@SHERWIN.COM COLOR: SW7062 ROCK BOTTOM PROMAR 200 VOC CONTENT OF LESS THAN 100 GRAMS PER LITER ALL PAINT ON WALLS TO BE A FLAT FINISH COLUMN ENCLOSURES AND CEILING <PT -04> PAINT SHERWIN WILLIAMS ROGER HALL 1.800.474.3794 ROGER.HALL@SHERWIN.COM COLOR: SW7058 MAGNETIC GRAY PROMAR 200 VOC CONTENT OF LESS THAN 100 GRAMS PER LITER ALL PAINT ON WALLS TO BE A FLAT FINISH WALLS AND STOREFRONT SOFFIT <PT -05> PAINT SHERWIN WILLIAMS ROGER HALL 1.800.474.3794 ROGER.HALL@SHERWIN.COM COLOR: SW6966 BLUEBLOOD PROMAR 200 VOC CONTENT OF LESS THAN 100 GRAMS PER LITER EPDXY BASED PAINT ON FLOOR PRIMER :1 COAT SW/GP 3759 FINISH: 2 COATS SW/GP 3746 ALL PAINT ON WALLS TO BE A FLAT FINISH WALLS AND FLOOR <PT -06> PAINT SHERWIN WILLIAMS ROGER HALL 1.800.474.3794 ROGER.HALL@SHERWIN.COM COLOR: SW6803 DANUBE PROMAR 200 VOC CONTENT OF LESS THAN 100 GRAMS PER LITER EPDXY BASED PAINT ON FLOOR PRIMER :1 COAT SW/GP 3759 FINISH: 2 COATS SW/GP 3746 ALL PAINT ON WALLS TO BE A FLAT FINISH WALLS AND FLOOR <PT -07> PAINT SHERWIN WILLIAMS ROGER HALL 1.800.474.3794 ROGER.HALL@SHERWIN.COM COLOR: SW6961 BLUE BEYOND PROMAR 200 VOC CONTENT OF LESS THAN 100 GRAMS PER LITER EPDXY BASED PAINT ON FLOOR PRIMER :1 COAT SW/GP 3759 FINISH: 2 COATS SW/GP 3746 ALL PAINT ON WALLS TO BEA FLAT FINISH WALLS AND FLOOR SLATWALL GABRIEL LOGEN 4'-0" x 8'-0" GRAY SLATWALL PANELS (SLATS ARE 6 IOC) FINISH: BRUSHED ALUMINUM MELAMINE STOCK ROOM 'VVB-01> WALL BASE GABRIEL LOGEN PREFINISHED WOOD BASE - BLACK <VB -01 VINYL WALL BASE JOHNSONITE PRODUCT: TRADITIONAL VINYL WALL BASE COLOR: CC -040-4 BLACK SALES AREA TOILET ROOM AN D STOCKROOM WALLS FLOOR FINISH <FL -01 FIELD FLOORING ARDEX KATE WALL 202.770.9962 WWW.ARDEX.COM PRODUCT: ARDEX SD -T COLOR: GRAY FINISH: ARDEX CG CONCRETE GUARD - CLEAR FLOOR FL -02> VINYL SHEET FLOORING ARMSTRONG STYLE: MEDINTONE H8300 COOL WHITE G.C. TO EXTEND SHEET VINYL UP WALL 4" AND HEAT WELD SEAMS FOR MOISTURE BARRIER - APPLY WATERPROOFING PRIOR TO PLACING FLOORING STOCKROOM AND TOILET ROOM FL -03 MALL FLOORING TBD TBD PROVIDED AND INSTALLED BY G.C. CEILING F INISH ACT -01> ACT USG MATTHEW CRONIN 248.860.9900 MCRONIN@USG.COM PRODUCT: USG FROST PANELS ITEM #: 418 COLOR: FLAT WHITE 050 EDGE: FL SUSPENSION SYSTEMS: 9/16" DXT CENTRICITEE DIMENSIONS: 2' X 2' 3/4" CEILING 4CT•01 B> ACT INTERIOR SYSTEMS INTERNATIONAL LACROSSE, WI 54601 800.782.0070 WWW. INTERIORSYSTEMS.COM PRODUCT: USG FROST PANELS ITEM #: 418 COLOR: FLAT BLACK 205 EDGE: FL SUSPENSION SYSTEMS: 9/16" DXT CENTRICITEE DIMENSIONS: 2' X 2' 3/4" CEILING ACT INTERIOR SYSTEMS INTERNATIONAL LACROSSE, WI 54601 800.782.0070 WWW.INTERIORSYSTEMS.COM PRODUCT: COMPASSO ELITE, STRAIGHT PROFILE HEIGHT: 4" COLOR:PT-03 DIMENSIONS: 120" X 9/16" X 4" STRAIGHT LEAD TIME: APPROXIMATE 3-4 WEEKS CEILING ACT INTERIOR SYSTEMS INTERNATIONAL LACROSSE, WI 54601 800.782.0070 WWW.INTERIORSYSTEMS.COM PRODUCT: COMPASSO ELITE, STRAIGHT PROFILE HEIGHT: 4" COLOR: FLAT BLACK DIMENSION: 120" X 9/16" X 4" STRAIGHT LEAD TIME: APPROXIMATE 3-4 WEEKS CEILING STOREFRONT <PC -02> POWDER COAT TIGER DRYLAC CONTACT: DYLAN WHITEHOUSE PHONE: 519.780.6776 DYLAN.WHITEHOUSE@TIGER-COATINGS.COM COLOR: IRON GLIMMER P7 49/80190 FIXTURE FINISH <PC -03> POWDER COAT OLDCASTLE BUIDLING ENVELOPE SCOTT KING 972.551.6355 SCOTTKING@OBE.COM PRODUCT: SERIES 49 COLOR: RAL 9003 FINISH: HIGH GLOSS CUSTOM WHITE BREAK METAL STOREFRONT FINISH <PC -03> POWDER COAT OLDCASTLE BUIDLING ENVELOPE SCOTT KING 972.551.6355 SCOTTKING@OBE.COM PRODUCT: SERIES 49 COLOR: 49/42220 -RAL 5002 "BLUE" FINISH: HIGH GLOSS CUSTOM BLUE BREAK METAL STOREFRONT FINISH <PC -04> POWDER COAT OLDCASTLE BUIDLING ENVELOPE SCOTT KING 972.551.6355 SCOTTKING@OBE.COM CLEAR ANODIZED BREAK METAL FINISH 204 CLEAR CLASS II STOREFRONT PIERS FINISH MATERIAL FINISHES & COLOR SCHEDULE ID ITEM MANUFACTURER SPECIFICATION & COLOR DATA COMMENTS LOCATION HARDWARE CABINET PULL CENTURY PULLSDIRECT.COM 800.470.1505 PRODUCT: 08801 -MB BUILDERS CHOICE 5" CENTER TO CENTER HANDLE CABINET PULL FINISH: MATTE BLACK DIMENSIONS: 5" CUSTOMIZATION AHD -01> MIRROR PALAY DISPLAY INDUSTRIES PRODUCT: SINGLE WALL MOUNT MIRROR COLOR: MIRROR SKU: 5706 <HD -02> BRACKET DELTANA PULLSDIRECT.COM 800.470.1505 PRODUCT: FRP175U19 BLACK FLUSH RING PULLS, SOLID BRASS FINISH: MATTE BLACK DIMENSIONS: 1 3/4" x 1 3/8" <HD -03> BRACKET SUGATSUNE HARDWARE HUT.COM 800.708.6649 PRODUCT: SLS -ELAN EASY LIFT -UP STAY PRODUCT #: SUG-SLS-ELAN-ML COLOR: GRAY TYPE: LID STAY <HD -04> SURFACE FINISH METAL COUNTERTOP ZINC COUNTERTOPS LORETTA WHEELER 888.530.7630 X301 LORETIA@MIOMETALS.COM WWW.ZINCCOUNTERTOPS.COM PRODUCT: ZINC COUNTERTOP FINISH: PATINA AGED/MOTTLED, ZINC CUSTOMIZATION <MT -01> POWDER COAT TIGER DRYLAC DYLAN WHITEHOUSE 519.780.6776 DYLAN.WHITEHOUSE@TIGER-COATINGS.COM FINISH COLOR: IRON GLIMMER P7 49/80190 FIXTURE FINISH FIXTURES SPC 01� POWDER COAT TIGER DRYLAC DYLAN WHITEHOUSE 519.780.6776 DYLAN.WHITEHOUSE@TIGER-COATINGS.COM PRODUCT: SERIES 49 COLOR:RAL 9003 FINISH: HIGH GLOSS STORE FRONT FEATURE <PC -02> POWDER COAT TIGER DRYLAC DYLAN WHITEHOUSE 519.780.6776 DYLAN.WHITEHOUSE@TIGER-COATINGS.COM PRODUCT: SERIES 49 COLOR:49/42220 -RAL 5002 FINISH: HIGH GLOSS STORE FRONT FEATURE <PC -03> PLASTIC LAMINATE WILSONART LESLIE HUMPHREY 614.893.6853 HUMPHRL@WILSONART.COM WWW.WILSONART.COM PRODUCT: VISUAL DESIGN LIBRARY PATTERN: REMADE OAK PLANKED PATTERN #: Y0362K-12 FINISH: SOFTGRAIN FINISH <PL -01> PLASTIC LAMINATE PANOLAM JULIE ULLRICH 937.477.7837 JULIE_ULLRICH@PANOLAM.COM WWW.PIONITE.COM PRODUCT:MOONLIGHTING PAPEL AV971 FINISH:SUEDE DOORS SPL -02> SOLID SURFACE WILSONART LESLIE HUMPHREY 614.893.6853 HUMPHRL@WILSONART.COM • PRODUCT: SOLID SURFACE COLOR: ZEN GRAY 9115GS EDGE: THICKNESS: CASHWRAP <SS -02> WOOD PANELING NORTHERN WIDE PLANK SCOT WOOTEN 614.935.1210 SCOT@NORTHERNWIDEPLANK.CA PRODUCT: HARKEN SPECIES: RECLAIMED HEMLOCK GRADE: GENUINE RECLAIMED SURFACE: BROWN ORIGINAL EDGES: SQUARE THICKNESS: 3/4" SOLID DIMENSIONS: 3.5" - 11.5"W x 36" - 144"L FINISH: UNFINISHED FIXTURES <WD -01> WOOD SHELF FIXTURE FABRICATOR TO SOURCE PRODUCT: WOOD SHELF SPECIES: RECLAIMED HEMLOCK SURFACE: TO MATCH WD -01 EDGES: SQUARE THICKNESS: 3/4" SOLID DIMENSIONS: 2'W x 2'L FINISH: UNFINISHED SHELF FOR FX -01A & FX -01 B 'ND -02> GENERAL FINISH NOTES THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER PREPARATION OF ALL NEW AND EXISTING SURFACES IN A SATISFACTORY MANNER TO RECEIVE NEW FINISHES. THIS INCLUDES THE DEMOLITION AND REMOVAL OF NECESSARY ITEMS. TOUCH-UP AND/OR REFINISH OF SURFACES DAMAGED BY SUBSEQUENT WORK SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDED INSTALLATION METHODS. THE GENERAL CONTRACTOR SHALL PREPARE THE EXISTING FLOOR PRIOR TO THE APPLICATION OF FINISH FLOORING. THE EXISTING CONCRETE SLAB MUST BE SMOOTH AND LEVEL TO WITHIN A TOLERANCE OF ONE-EIGHTH INCH PER FOOT. LATEX CEMENT PATCHING COMPOUND SHALL BE UTILIZED (NO ASPHALT BASED COMPOUNDS). ALL SURFACES WHICH ARE TO RECEIVE A PAINT FINISH SHALL BE PRIMED AND FINISHED IN ACCORDANCE WITH THE WRITTEN SPECIFICATIONS. ALL JOINTS IN GYPSUM BOARD WALLS SHALL BE FINISHED WITH PAPER TAPE 2' WIDE AND THREE COATS OF VINYL, DRY OR PREMIXED JOINT COMPOUND. ALL OUTSIDE CORNERS SHALL BE FINISHED WITH METAL CORNER BEADS, TAPED AND SPACKLED. ALL AREAS TO BE PAINTED SHALL BE SANDED SMOOTH. JUST PRIOR TO THE APPLICATION OF THE FIRST COAT OF PAINT, WIPE SANDED SURFACES WITH A DAMP CLOTH IN ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED IN SANDING. THE PAINT CONTRACTOR SHALL REMOVE ALL HARDWARE, SWITCH COVERS, ETC. PRIOR TO PAINTING AND BE RESPONSIBLE FOR THE REINSTALLATION AFTER PAINTING IS COMPLETED. FINISH FLOORING INSTALLATION SHALL BE IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDED INSTALLATION GUIDELINES. COORDINATE THE INSTALLATION WITH OTHER TRADES, SUCH AS ELECTRICAL. THE CEILING GRID SYSTEM SHALL BE ADEQUATE TO SUPPORT LIGHT FIXTURES, CEILING GRILLES AND OTHER ACCESSORIES. THE GENERAL CONTRACTOR SHALL PROVIDE ACOUSTIC TILE CEILING SYSTEM COMPONENTS FROM A SINGLE MANUFACTURER AND SHALL PROVIDE ON-SITE AT THE TIME OF TURNOVER ONE CARTON OF CEILING TILE FOR FUTURE TENANT USE. ALL JOINTS BETWEEN MATERIALS TO BE TIGHT AND CONSTRUCTED IN A NEAT WORKMANLIKE MANNER. ALL FINISHES SHALL BE TOUCHED UP TO CORRECT ANY IMPERFECTIONS AFTER INSTALLATION. FIXTURE CONTRACTOR SHALL PROVIDE TO THE GENERAL CONTRACTOR ALL MATERIALS FOR TOUCH UP WORK. THE INTENT OF THE FINISH SPECIFICATION IS TO PROVIDE A SATISFACTORY FINISH TO ALL PARTS OF THE WORK. COVER ALL SURFACES THOROUGHLY. IF THE SPECIFIED NUMBER OF COATS DOES NOT ACCOMPLISH THE INTENT, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPLICATION OF ADDITIONAL COATS OF THE SPECIFIED MATERIAL TO GIVE SATISFACTORY COVERAGE. VINYL TILE INSTALLATION SHALL BE FREE OF BUCKLES, JOINTS OR IMPERFECTIONS. SEAMS SHALL BE IN ACCURATE ALIGNMENT ALONG BOTH COORDINATES. UPON COMPLETION, PROVIDE FIFTEEN FULL EXTRA TILES FOR FUTURE TENANT USE. CLEAN ALL GLASS SURFACES WITH LIQUID DETERGENT AT PROJECT COMPLETION. PAINT FINISH PROVIDE PAINT FINISHES AS FOLLOWS: CEILINGS / SOFFIT: - FLAT FINISH WALLS: - SEMI GLOSS FINISH DISPLAY WINDOW WALLS: - SEMI GLOSS FINISH WOOD BASE / WOOD TRIM: - SEMI GLOSS FINISH METAL DOORS / FRAMES: - ENAMEL, OIL BASED FINISH REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2011 City of Tukwila BUILDING DIVISION STOCK PASSAGE DOOR - SEE DOOR SCHEDULE FOR TYPE AND FINISH MTL. REDUCER STRIP SHEET VINYL FLOORING <FL -02> SALES DOOR BOTTOM SWEEP DOOR STOP FINISHED CONCRETE <FL -01 4 O SHEET VINYL FLOORING d a FINISHED CONCRETE C fi 2 A4.1 SALES FLOORING TO STOCK FLOORING SCALE: 3"=1'-0" 1 A4.1 SALES AREA FINISHED CONCRETE <FL -01> O 4 4 d EXIST. CONC. S COMPOUND EXTERIOR TO TILE FLOORING (T SCALE: 3"=1'-0" ENTRVACEIVED F TUKWILA AUG 152017 PERMIT CENTER MALL FLOORING <FL -03> 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL lkititititilFAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: Lids LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE#446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: MB REVIEWED BY: WS TITLE: RNISH SCHEDULE, NOTES AND DETAILS SHEET NUMBER: • 1 Dik 10'-6" AFF U.S. OF ACT. CEILING/ L 10'-0" AFF `+' U.S. OF ENTRY DOORS/ U.S. SOFFIT 0'-0" A.F.F. IV FIN. FLOOR / / / <WB -01> 4" X 4" BRUSHED ANODIZED ALUMINUM FRAMING <PC -04> di 11'-0" AFF 111 U.S. OF ACT. CEILING/ L. 10'-6" AFF 11 U.S. OF ACT. CEILING/ 66, 7'-7' AFF T.O. STOCKROOM DOOR/ U.S. SOFFIT 0'-0" A.F.F. 111 FIN. FLOOR <EQ -03> EQ. <WB -0'D 2 A1.1 t:r\ 11 DOOR FRAME TO BE PAINTED <PT -01> <GX-19> GRAPHIC 1 A5.0 INTERIOR ELEVATION SCALE: 1 /2"=1'-0" 2 A5.0 INTERIOR ELEVATION SCALE: 1/2"=1'-0" (i 11'-0" AFF 1 U.S. OF ACT. CEILING 7'-2" AFF 411 U.S. OF SOFFIT 0'-0" A.F.F. FIN FIlfR <PT -01> <WB -01) TYP. <FX -10> <GX-16> <GX-09> GRAPHIC GRAPHIC <FX -02> TYP. <FX -10> <GX-16> GRAPHIC <GX-09> GRAPHIC TYP. <FX -10> <GX-16> GRAPHIC GRAPHIC <FX -02> TYP. <GX-16> GRAPHIC <FX 10> PT -04 1 Il 126,41.1i\'\��di 11� 1j1 1 !\teiri1 \lM- 00i\��0II\ I NIILIIIIIIIIhk1.101.0.6 110111A11011011& 111 Ai •1 11,E ii 1111 ill _ill MIIII 1 i 1 11h\-11 101 1 ow IN L-11 awl I It :1 1 l 1 I. rn LI 1 I I I ki\N MIL -\\W\- - -- j it lr iI illi' :� ,I 11' ll 1 i 1 I p LI I immetent 1 111 \1i�\r !�\i\ 11 palimaj Ilow•www.mo, luipAweeriwimm,k liposomiglom. vmsvm 'ow / / / 6' H X 4' FRT BLOCKING PAINTED TO MATCH ADJACENT WALL B-01> GRAPHIC GX-07 GRAPHIC GX-07 GRAPHIC GX-06 GRAPHIC PT -04 B-01 3 A5.0 INTERIOR ELEVATION SCALE: 1/2"=1'-0" 4 A5.0 INTERIOR ELEVATION 10'-6" AFF IV U.S. OF ACT. CEILING 10'-0" AFF U.S. OF MILLWORK FIXTURE GX-05 GRAPHIC GX-07 GRAPHIC 6' H X 4' FRT BLOCKING PAINTED TO MATCH ADJACENT WALL di 0'-O" A.F.F. II FIN. FLOOR <GX-14} GRAPHIC GRAPHIC GRAPHIC GRAPHIC GX-06 GRAPHIC PT -04 <WB -01, <PT -04> II IIi�� /ri/�//ri/ <FX -02) TYP. <GX-09> GRAPHIC <FX -10> <FX -02> TYP. I0 Mil& I I A�// i t%— II IAi I I roommilli I I I I I SIIMare / /111 / / 11(1 // / / // /// dv�1111 1111 Iii NM / / / MILLWORK i -- FIXTURE T GRAPHIC <FX -04> PT -04, /ft\ g 0 0 6' H X 4" FRT BLOCKING PAINTED TO MATCH ADJACENT WALL <PT -04> WB -0* <FX -02> TYP. 1 - <GX-09> GRAPHIC <GX-09> GRAPHIC GRAPHIC <FX -02> <PT -04> TYP. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2011 City of Tukwila BUILDING DIVISION 6' H Xi" FRT BLOCKING PAINTED TO MATCH ADJACENT WALL 6' H X4" FRT BLOCKING PAINTED TO MATCH ADJACENT WALL RECEIVED CITY OF TUKWILA AUG 1 5 2017 PERMIT CENTER 6' H X4" FRT BLOCKING PAINTED TO MATCH ADJACENT WALL 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL 973.253.9390 FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): ARCHITECTURAL SEAL: REGIS ARC RI STA GENTI F WASHINGTON CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING COMMONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: 8'-O. LOCATION: SOUTHCENTER MALL SPACE # 446 • 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 u. ¢ ih � <FX -07> I /ft\ g 0 0 6' H X 4" FRT BLOCKING PAINTED TO MATCH ADJACENT WALL <PT -04> WB -0* <FX -02> TYP. 1 - <GX-09> GRAPHIC <GX-09> GRAPHIC GRAPHIC <FX -02> <PT -04> TYP. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2011 City of Tukwila BUILDING DIVISION 6' H Xi" FRT BLOCKING PAINTED TO MATCH ADJACENT WALL 6' H X4" FRT BLOCKING PAINTED TO MATCH ADJACENT WALL RECEIVED CITY OF TUKWILA AUG 1 5 2017 PERMIT CENTER 6' H X4" FRT BLOCKING PAINTED TO MATCH ADJACENT WALL 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL 973.253.9390 FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): ARCHITECTURAL SEAL: REGIS ARC RI STA GENTI F WASHINGTON CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING COMMONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: id/ LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 • 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: MB REVIEWED BY: WS TITLE: INTERIOR ELEVATIONS SHEET NUMBER: SOFFIT ABOVE @ 10'-0" AFF PAINTED PT -04 SOFFIT ABOVE @ 12'-10 1/2" AFF PAINTED PT -04 G.C. TO PAINT PT -04 EXISTING MALL NEUTRAL PIER TO REMAIN. G.C. TO PROTECT THROUGHOUT CONSTRUCTION. EXISTING DEMISING WALL M 3/4" X 3/4" BLACK METAL REVEAL, PROVIDED & INSTALLED BY G.C. CLEAR ANODIZED ALUMINUM 2"X6" BASE, PC -04 PROVIDED BY OLDCASTLE INSTALLED BY G.C. /4",,(3._) /2" 3/4" 4" X 4" CLEAR ANODIZED ALUMINUM FRAMING POST, PC -04 NEW STOREFRONT 1/2" TEMPERED GLASS DOORS 6'-2" M 1/2" TEMPERED GLASS GLAZING SYSTEM PROVIDED & INSTALLED BY G.C. 3'-11 1/4" /4" EXISTING DEMISING WALL 3'-11 1/4" ACRYLIC FACE LIT, INDIVIDUAL CHANNEL LETTER, SURFACE MOUNTED SIGN, PROVIDED & INSTALLED BY SIGN VENDOR 6'-2" L." 1/2" TEMPERED GLASS GLAZING SYSTEM PROVIDED & INSTALLED BY G.C. 3'-11 1/4" 31 2" 16'-0 3/4" LEASELINE 3/4" SOFFIT ABOVE @ 10'-0" AFF PAINTED PT -04 SOFFIT ABOVE @ 12'- 10 1/2" AFF PAINTED PT -04 G.C. TO PAINT PT -04 EXISTING MALL NEUTRAL PIER TO REMAIN. G.C. TO PROTECT THROUGHOUT CONSTRUCTION. 3/4" X 3/4" BLACK METAL REVEAL, PROVIDED & INSTALLED BY G.C. CLEAR ANODIZED ALUMINUM 2"X6" BASE, PC -04 PROVIDED BY OLDCASTLE INSTALLED BY G.C. NEW LIDS BLADE SIGN PROVIDED AND INSTALLED BY SIGN VENDOR. 1 A6.0 STOREFRONT FLOOR PLAN SCALE: 1/2"=V-0" STOREFRONT CLADDED WITH CLEAT ANODIZED ALUMINUM, PC -04 OVEI 1/2" MDF OVER 3 5/8" 18 GA. META STUDS @ 16" 0.( CLEAR ANODIZED ALUMINUM 2"X1 3/4" PROVIDED BY OLDCASTLE, INSTALLED BY G.C. 3/4" X 3/4" BLACK METAL REVEAL, PROVIDED & INSTALLED BY G.C. CLEAR ANODIZED ALUMINUM PIER, PC -04 LEASELINE WHITE VINYL SIGNAGE EXISTING MALL NEUTRAL PIER. G.C. TO PROTECT DURING ALL PHASES OF CONSTRUCTION ADJACENT TENANT 1/2" TEMPERED GLASS GLAZING SYSTEM PROVIDED & INSTALLED BY G.C. A7.0 SEE STRUCTURAL DRAWINGS FOR MORE INFO. STOREFRONT CLADDED WITH CLEAR ANODIZED ALUMINUM, PC -04 OVER 5/8" TYPE 'X' GYP. BD. TUDS @ 16" O.C. Y OLDCASTLE AND G AND GYP. BD. BY G.C. 1 NEW ACRYLIC PUSH THROUGH 10" 4'-6" / 10" / 10'-0" OVER 3 5!8" 18 GA. METAL BRAKE METAL PROVIDED 8 Z L 15'-O" FACE LIT LETTER SIGN WITH 6" 7 DEEP METAL CLAD SIGN BOX TO 6" DEEP, 16 GAUGE I-5/8" FLANGES 20'-0" (2)-800 16 GA. 3 11" �g (2)-1000 /6 &A. 10" DEEP, 16 GAUGE I-5/8" FLANGES 30'-0" (2)-1200 16 GA. BY G.C. FRAMIN PROVIDED AND INSTALLED MATCH CUSTOM BLUE BRAKE METAL PC -03 13'-11 118" A.F.F. —` T.O. STOREFRONT 12'-101/2" A.F.F. AL .. T.O. STOREFRONT GLAZING/ B.O. SOFFIT iNi i 5 iv - 2"X4" CLEAR ANODIZED ALL MULLION, PC -04 PROVIDED INSTALLED BY G.C. Ci 10'-0" A.F.F. AL ry////////: / ( — , / - T.O. ENTRY DOORS NEW LIDS BLADE SIGN PRO INSTALLED BY SIGN VENDC A.F.F. . t1e,� a. / /8'-0" / \ / / E• 10 E• U.S. BLADE SIGN CLEAR ANODIZED ALUMINU 1/2" TEMPERED GLASS GLA; SYSTEM PROVIDED & INSTP G.C. 3N4" X BLACK METAL REVEAL, I INSTALLED D BY G.C. / 4r Lith/ = ' I ° ADJACENT TENANT - M ih / / / / / N fM LEASELINE /� �. 0'-0" A.F.F. / CLEAR 2"X6" BASE, BY OLDCASTLE, BY G.C. • ANODIZED ALUMINUM PC -04 PROVIDED INSTALLED 3'-11 1/4" • 1/2" THICK TEMPERED GLASS DOORS, PROVIDED BY OLDCASTLE & INSTALLED BY G.C. SEE DOOR SCHEDULE ON SHEET A1.1 FOR MORE INFO. 6'-2" /4'/ — CLEAR ANODIZED ALUMINUM 2"X6" BASE, PC -04 PROVIDED BY OLDCASTLE, INSTALLED BY G.C. 3'-11 1/4" )/ ' A FINISH FLOOR ,4'4,3)/2" /4", 3 / \3/4" 16'-0 3/4" (V.I.F.)/ MINUM GLAZING BY OLDCASTLE, VIDED AND R. M PIER, PC -04 ING LLED BY ROVIDED & 2 A6.0 STOREFRONT ELEVATION SCALE: 1/2"=1'-.0" OISTS - SEE CHART 0 •0 \ \ N 362-XDLT 4'x 20 GA. TRACK (TYPICAL TOP AND BOTTOM) 1-5/8" X X 3-5/8" TYPICAL BOX BEAM CONSTRUCTION 3-5/8" #12 x 3/4" LONG 5M5 SCREWS 12" 0.G.- TYP. I6 GA. 362-XDLT 4"x 20 GA. TRACK (TYPICAL TOP AND BOTTOM) 20 GA. SEE STRUCTURAL DRAWINGS FOR MORE INFO. CLEAR SPAN (FT) TYPICAL NUMBERS SIZE DESCRIPTION 10'-0" (2)-400 /6 GA. 4" DEEP, 16 GAUGE I-5/8" FLANGES 15'-O" (2)-600 Ib GA. 6" DEEP, 16 GAUGE I-5/8" FLANGES 20'-0" (2)-800 16 GA. 8" DEEP, 16 GAUGE I-5/8" FLANGES 25'-O" (2)-1000 /6 &A. 10" DEEP, 16 GAUGE I-5/8" FLANGES 30'-0" (2)-1200 16 GA. 12" DEEP, 16 GAUGE I-5/8" FLANGES BOX BEAM PER PLAN SECTION SEE STRUCTURAL DRAWINGS FOR MORE INFO. BOX BEAM PER PLAN • • • • • • 4x4x16GA BENT PLATE W (4) #12 S.M.S. EA FADE. TYPICAL EA SIDE OF COL. ADD BENT TAB II/ FREE STANDING ON SLAB #12 S.M.S. (4) EA LEG 3-5/8' X 3-5/8" BUILT UP BOX COLUMN 3-1/2" TRACK WHEN GOL SET IN WALL FRAM'G 3 5/8" x 3 5/8' BOX GOLUMN PER DETAIL 01 SHEET A -3.I GUT 1-1/2" FLANGE AT EACH MEMBER AND BEND FLUSH TO SLAB. SECURE TO SLAB W (2) 0.145' PAF. EA TAB TYPICAL. ELEVATION 7 A6.0 BUILT UP BOX BEAM DETAIL SCALE: N.T.S. '1- 4" 4" / • • � • O • • 1_ ° " a O • O • I N. • REFER TO DETAIL 6 THIS SHEET FOR TYPICAL BOX BEAM CONSTRUCTION - BEAM DEPTHS AS NOTED ON PLANS. 4x4x166A BENT PLATE W/ (4) #12x3/4" LONG 5M5 EA FACE. HORIZONTAL BEAM TO BEAM BEAM AS SHOWN ON PLAN CONNECTION SAME AS ELEVATION SHOWN ON THIS DETAIL. SEE STRUCTURAL DRAWINGS FOR MORE INFO. #12 x 3/4" LONG 5M5 o 12" ON CENTER EACH FLANGE OF EACH TRACK •1111141111 4x4x166A BENT PLATE W/ (4) 4x4xIbGA BENT PLATE WV (4) #12x3/4" LONG 5M5 EA FACE. #12x3/4' LONG 5M5 EA FADE. 3-5/8" x 3 5/8" x 18 GA. GOLUMN PER DETAIL t• •,__ d,• • • •�' _°• COLUMN TO BEAM -ter 5 1 BEAM/ COLUMN CONNECTION DETAIL A6.0 SCALE: 1/2" = 1'-0" 8 A6.0 BOX COLUMN/ BEAM CONNECTION DETAIL SCALE: N.T.S. TRACK STUD NOTE: FASTEN BUILT-UP MEMBER TOGETHER 0 12' ON CENTER, MAX. SEE STRUCTURAL DRAWINGS FOR MORE INFO. ATTACH EACH SIDE TRACK ATTACH TRACK TO EACH STUD FLANGE 6 A6.0 BUILT UP BOX BEAM DETAIL SCALE: N.T.S. 7D A7.1 4 1/4" 44 0 A0040161 4 SOFFIT ABOVE @ 10'-0" A.F.F. PAINTED PT -04 BOX BEAM POST. SEE THIS SHEET FOR DETAILS AND STRUCTURAL DRAWINGS FOR MORE INFO. EXISTING DEMISING WALL TO REMAIN 5/8" TYP 'X' GYP BD. OVER 3 5/8" 18 GA. METAL STUDS @ 16" O.C. PAINTED PT -04 BOX BEAM POST. SEE THIS SHEET FOR DETAILS AND STRUCTURAL DRAWINGS FOR MORE INFO. CLEAR ANODIZED ALUMINUM 2"X6" BASE PC -04 PROVIDED BY OLDCASTLE, INSTALLED BY G.C. STOREFRONT GLAZING. 1/2" TEMPERED GLASS BEVEL EDGE BUTT JOINTED BY G.C. 1/4" GAP STOREFRONT PIER CLADDED WITH CLEAR ANODIZED ALUMINUM, PC -04 OVER 5/8" TYPE 'X' GYP. BD. OVER 3 5/8" 18 GA. METAL STUDS @ 16" 0.C. BRAKE METAL PROVIDED BY OLDCASTLE AND INSTALLED BY G.C. FRAMING AND GYP. BD. PROVIDED AND /' INSTALLED BY G.C. 3/4" X 3/4" BLACK METAL REVEAL, PROVIDED & INSTALLED BY G.C. LEASELINE EXISTING MALL NEUTRAL PIER TO REMAIN. G.C. TO PROTECT THROUGHOUT CONSTRUCTION. 3 A6.0 ENLARGED NEUTRAL PIER DETAIL SCALE: 1 1/2"=V-0" 4 A6.0 LINE OF SOFFIT ABOVE @ 10'-0" AFF. PAINT PT -04 4" 4" N � O 4" X 4" CLEAR ANODIZED ALUMINUM FRAMING POST, PC -04 NEW STOREFRONT 1/2" TEMPERED GLASS DOORS M in 1/2" TEMPERED STOREFRONT GLAZING. 1/2" BY G.C. CLEAR ANODIZED ALUMINUM 2"X6" BASE PC -04 PROVIDED BY OLDCASTLE, INSTALLED BY G.C. 4" X 4" CLEAR ANODIZED ALUMINUM FRAMING POST, PC -04 LEASE LINE 1/2" TEMPERED STOREFRONT GLAZING. 1/2" BY G.C. CLEAR ANODIZED ALUMINUM 2"X6" BASE PC -04, PROVIDED BY OLDCASTLE, INSTALLED BY G.0 ENLARGED STOREFRONT ENTRY PIER DETAIL SCALE: 1 1/2"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED AJG 31 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 5 2017 PERMIT CENTER 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL SCALE: 1 1/2FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. A DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: idl LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS#5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: MB REVIEWED BY: WS TITLE: STOREFRONT ELEVATION, PLAN AND DETAILS SHEET NUMBER: EXISTING STRUCTURAL BEAM TO REMAIN. G.C. TO VERIFY EXACT LOCATION, SIZE AND PROTECT THROUGHOUT CONSTRUCTION. 3 5/8" 18 GA. METAL STUD FRAMING @ 16" O.C. BY G.C. 3 5/8" 18 GA. METAL STUDS DIAGONAL FRAMING © 16" O.C. BY G.C. 5/8" TYPE 'X' GYP. BD. OVER OVER 3 5/8" 18 GA. METAL STUDS @ 16" O.C. PAINTED PT -04 BOX BEAM. SEE DETAILS ON A6.0 AND STRUCTURAL DRAWINGS FOR MORE INFO. 10'-6" A.F.F. B.O. ACT CEILING/ 10'-0" A.F.F. B.O. SOFFIT G.C. TO PROVIDE 5/8" TYPE 'X' GYP. BD. 6" ABOVE ACT CEILING PAINTED PT -04 G.C. TO PROVIDE AND INSTALL FRT BLOCKING CLEAR ANODIZED ALUMINUM 2"X4" INTERMEDIATE MULLION, PC -04 PROVIDED BY OLDCASTLE, INSTALLED BY G.C. 4"X4" CLEAR ANODIZED ALUMINUM FRAMING POST, PC -04 PROVIDED BY OLDCASTLE INSTALLED BY G.C. SALES AREA 1/2" THICK TEMPERED GLASS DOORS, PROVIDED & INSTALLED BY G.C. 1/2" TEMPERED GLASS GLAZING SYSTEM PROVIDED BY OLDCASTLE & INSTALLED BY G.C. CLEAR ANODIZED ALUMINUM 2"X6" BASE PC -04 BY OLDCASTLE, INSTALLED BY G.C. SALES ® MALL FLOORING FLOORING SEE STRUCTURAL DRAWINGS FOR MORE INFO. 16'- 6 i" A.F.F. AL B.O. MTL DECK INV EXISTING MALL CEILING & FINISHES TO REMAIN. G.C. TO CLEAN, REFURBISH & PROTECT DURING ALL PHASES OF CONSTRUCTION 13'- 11 4" A.F.F. B.O. MALL CEILING 3/4" X 3/4" BLACK METAL REVEAL, PROVIDED & INSTALLED BY G.C. BOX BEAM. SEE STRUCTURAL DRAWINGS FOR MORE INFO. STOREFRONT CLADDED WITH CLEAR ANODIZED ALUMINUM, PC -04 OVER 1/2" MDF OVER 3 5/8" 18 GA. METAL STUDS @ 16" O.C. BRAKE METAL PROVIDED BY OLDCASTLE AND INSTALLED BY G.C. FRAMING AND GYP. BD. PROVIDED AND INSTALLED BY G.C. 12'- 10 ' A.F.F T.O. SIGN BAND/ B.O. SOFFIT 10'- 54" A.F.F. B.O. SIGNBAND 10'-0" A.F.F. T.O. ENTRY DOORS NEW ACRYLIC PUSH THROUGH FACE LIT LETTER SIGN WITH 6" DEEP METAL CLAD SIGN BOX TO MATCH CUSTOM BLUE BRAKE METAL PC -03 RECESSED DOWNLIGHT. SEE A3.0 &ELECTRICAL DRAWINGS FOR MORE INFO. LEASELINE MALL CONCOURSE 0'-0" A.F.F. FINISHED FLOOR 1 SECTION @ STOREFRONT ENTRY A7.0 SCALE: 3/4"=1'-0" 2 A7.0 EXISTING STRUCTURAL BEAM TO REMAIN. G.C. TO VERIFY EXACT LOCATION, SIZE AND PROTECT THROUGHOUT CONSTRUCTION. 3 5/8" 18 GA. METAL STUD FRAMING- @ 16" O.C. BY G.C. 3 5/8" 18 GA. METAL STUDS DIAGONAL FRAMING @ 16" O.C. BY G.C. BOX BEAM. SEE SHEET A6.0 FOR DETAILS AND STRUCTURAL DRAWINGS FOR MORE INFO. 10'-6" A.F.F. 111-1 B.O. ACT CEILING 10'-0' A.F.F. B.O. SOFFIT G.C. TO PROVIDE 5/8" TYPE 'X' GYP. BD. 6" ABOVE ACT CEILING, PAINTED PT -04 5/8" TYPE 'X' GYP. BD. OVER OVER 3 5/8" 18 GA. METAL STUDS @ 16" O.C. PAINTED PT -04 G.C. TO PAINT PT -04 4'-5" 1,-11" 2'-4" SALES AREA WOOD BASE, WB 01 SECTION @ STOREFFRONT SCALE: 3/4"=1'-0" 1 SALES FLOORING I MALL FLOORING SEE STRUCTURAL DRAWINGS FOR MORE INFO. EXISTING MALL CEILING & FINISHES TO REMAIN. G.C. TO CLEAN, REFURBISH & PROTECT DURING ALL PHASES OF CONSTRUCTION 3/4" X 3/4" BLACK METAL REVEAL, PROVIDED & INSTALLED BY G.C. BOX BEAM. SEE SHEET A6.0 FOR DETAILS AND STRUCTURAL DRAWINGS FOR MORE INFO. G.C. TO PROVIDE AND INSTALL FRT BLOCKING CLEAR ANODIZED ALUMINUM 2"X1 3/4" HEADER, PC -04 PROVIDED BY OLDCASTLE, INSTALLED BY G.C. RECESSED DOWN LIGHT. SEE SHEET A3.0 & ELECTRICAL DRAWINGS FOR MORE INFO. 1/2" THICK TEMPERED GLAZING, SUPPLIED & INSTALLED BY G.C. 16'-6i"A.F.F. B.O. MTL DECK INIF 13'- 11 4" A.F.F. 00 B.O. MALL CEILING 12'-10' A.F.F B.O. SOFFIT 10'-0" A.F.F. INTERMEDIATE MULLION CLEAR ANODIZED ALUMINUM 2"X4" INTERMEDIATE MULLION, PC -04 PROVIDED BY OLDCASTLE, INSTALLED BY G.C. 1/2" THICK TEMPERED GLAZING, SUPPLIED & INSTALLED BY G.C. LEASELINE MALL CONCOURSE NEW SHELVING DISPLAY FIXTURE CLEAR ANODIZED ALUMINUM 2"X6" BASE BY OLDCASTLE, INSTALLED BY G.C. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2011 City of Tu to BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 5 2017 PERMIT CENTER 0'-0" A.F.F. FINISHED FLOOR 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL M ROAD PARAMFAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): . SARGENT! WASHINGTON CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. • CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: id5 LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: MB REVIEWED BY: WS TITLE: STOREFRONT SECTIONS SHEET NUMBER: 7.0 SEE STRUCTURAL DRAWINGS FOR MORE INFO. 13'- 11 1/8" A.F.F. TOP OF STOREFRONT/ UNDERSIDE MALL CEILING EXISTING MALL CEILING & FINISHES TO REMAIN. G.C. TO CLEAN, REFURBISH & PROTECT DURING ALL PHASES OF CONSTRUCTION 3/4" X 3/4" BLACK METAL REVEAL, PROVIDED & INSTALLED BY G.C. STOREFRONT CLADDED WITH CLEARANODIZED ALUMINUM PC -04 OVER 1/2" MDF OVER 3 5/8" 18 GA. METAL STUDS @ 16" O.C. BOX BEAM. SEE SHEET A6.0 FOR DETAILS AND STRUCTURAL DRAWINGS FOR MORE INFO. G.C. TO PROVIDE AND INSTALL FRT WOOD BLOCKING FOR SIGN ATTACHMENT EXISTING STRUCTURAL BEAM TO REMAIN. G.C. TO VERIFY EXACT LOCATION, SIZE AND A7.1 1 PROTECT THROUGHOUT CONSTRUCTION. NEW ACRYLIC PUSH THROUGH FACE LIT LETTER SIGN WITH 6" DEEP METAL CLAD SIGN BOX TO MATCH CUSTOM BLUE BRAKE METAL PC -03 12'- 10 112"A.F.F. TOP OF SIGNBANDI B.O. SOFFIT 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL .9393 TEL 97FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): ARCHITECTURAL SEAL: LEASELINE 6 STOREFRONT SIGNBAND DETAIL A7.1 SCALE: 3"=1'-0" 1/2" TEMPERED CLEAR GLASS SETTING BLOCK (TYP.) 4" HIGH INTERMEDIATE H' CHANNEL PC -04 PROVIDED BY OLDCASTLE INSTALLED BY G.C. GLAZING VINYL (GRAY) 1/2" TEMPERED CLEAR GLASS 5 INTERMEDIATE MULLION DETAIL A7.1 SCALE: 6"=1'-0" FIRE RETARDANT BLOCKING AS REQ'D # 14 WOOD SCREWS @ 24" O.C. ACROSS HEADER 5/8" TYPE 'X' GYP. BD. OVER OVER 3 518" 18 GA. METAL STUDS @ 16" O.C. PAINTED PT -04 CLEAR ANODIZED ALUMINUM 4 1/2"X1 3/4" HEADER PC -04 PROVIDED BY OLDCASTLE INSTALLED BY G.C. CLEAR ANODIZED ALUMINUM 1 3/4"X3 5/8" TOP RAIL PC -04 PROVIDED BY OLDCASTLE INSTALLED BY G.C. MECHANICALLY UNISTRUT P3000-\ UNIVERSAL BEAM SECURE AS REQUIRED. SL OR EQUIV. CLAMP WIDE FLANGE BEAM, V.I.F. THREADED ROD, 1/4" DIA. MIN. SIZE AS REQ. IvSEE A3.0 FOR CEILING HGT. MECHANICALLY SECURE AS REQUIRED, COORDINATE WITH VENDOR FOR BOLT SIZE. G.C. TO PROVIDE ADDITIONAL LATERAL STRAPPING BETWEEN MTL STUDS AND BLOCKING FOR SHELVING SYSTEM IN SOFFIT, AS REQ'D. METAL FRAMING BEYOND, V.I.F. UNISTRUT P3000 SL OR EQUIV. SEE MANUFACTURER'S MANUAL FOR DISPLAY SYSTEM INFORMATION. 5/8" TYPE 'X' GYP. BD. ROUTE GYP. BD. TO ACCEPT METAL PANEL ROLLED EDGE PAINT GROOVE BLACK PRIOR TO INSTALLATION OF PANELS FIT METAL PANELS TIGHT 7A METAL SEAM ADJ. FINISH METAL PANEL ROLLED EDGE TIGHT TO ADJ. FINISH 1/2" TYPE 'X' GYP. BD. ROUTE GYP. BD. TO ACCEPT METAL PANEL ROLLED EDGE PAINT GROOVE BLACK PRIOR TO INSTALLATION OF PANELS 1/2" TYPE' X' GYP. BD. METAL PANEL ROLLED EDGE TIGHT TO REVEAL 3/4" BLACK METAL REVEAL 7B INSIDE CORNER 7C @ REVEAL 1/2" TYPE 'X' GYP. BD. FIT METAL PANELS TIGHT ROUTE GYP. BD. TO ACCEPT METAL PANEL ROLLED EDGE PAINT GROOVE BLACK PRIOR TO INSTALLATION OF PANELS 1/2' TYPE DC GYP. BD. 1/2' TEMPERED GLAZING 7D @ TUCK SEAM AT GLASS LEASE LINE 1/2" TEMPERED SAFETY GLASS GLAZING VINYL (GRAY) 1/4" SETTING BLOCK - CLEAR ANODIZED ALUMINUM 2"X6" BASE, PC-04PROVIDED BY OLDCASTLE INSTALLED BY G.C. EXTEND MALL FLOORING TO MEET SILL BASE G.C. TO MATCH SILICONE TO BRAKE METAL COLORING EXISTING CONC. SLAB MALL CEILING CONSTRUCTION. G.C. TO PROTECT THROUGHOUT CONSTRUCTION 3/4" X 3/4" BLACK METAL REVEAL, PROVIDED & INSTALLED BY G.C. 3 5/8" 18 G. METAL STUDS STOREFRONT CLADDED WITH CLEAR ANODIZED ALUMINUM, PC -04 OVER 5/8" TYPE 'X' GYP. BD. OVER 3 5/8" 18 GA. METAL STUDS @ 16" O.C. BOX BEAMS. SEE SHEET A6.0 FOR DETAILS AND STRUCTURAL DRAWINGS FOR MORE INFO. BLOCKING AS REQUIRED AT FRAMING FOR HEADER ATTACHMENT ALUM. ANCHOR CHANNEL RAMSET TO FLOOR 5/8" TYPE 'X' GYP. BD. OVER OVER 3 5/8" 18 GA. METAL STUDS @ 16" O.C. PAINTED PT -04 CLEAR ANODIZED ALUMINUM 271 314" HEADER, PC -04 PROVIDED BY OLDCASTLE INSTALLED BY G.C. 1/2" THICK TEMPERED GLAZING, SUPPLIED & INSTALLED BY G.C. LEASELINE REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2011 RECEIVED ITY OF TUKWILA OF WASHINGTON CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: Lids LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: MB REVIEWED BY: WS TITLE: NOTE: G.C. TO COORDINATE BOTTOM UNISTRUT TO TOP UNISTRUT TO ENSURE ALIGNMENT FOR THREADED ROD. VERIFY EXISTING CONDITIONS IN FIELD. DETAIL FOR REFERENCE ONLY, G.C. TO VERIFY ACTUAL FIELD CONDITIONS. AUG 1 5 2017 PERMIT CENTER STOREFRONT DETAILS SHEET NUMBER: 4 STOREFRONT ETRY DOOR DETAIL A7.1 SCALE: 6"=1'-0" 3 STOREFRONT SHELVING DETAIL A7.1 SCALE: 1 1/2"=V-0" 2 STOREFRONT GLAZING BASE DETAIL A7.1 SCALE: 6"=1'-0" STOREFRONT GLAZING HEADER DETAIL SCALE: 3"=1'-0" 7.1 AFFIX POS SHROUDS TO COUNTERTOP; VERIFY POS DIMENSIONS TO DETERMINE PROPER SHROUD SIZE CABINET & POS SHROUD COUNTER TOP 1" METAL FRAME & LEGS 45° CHEVRON SIDE PANELS 4 1/4" TOE KICK, TYP. POWER/DATA TO BE PROVIDED AND ACCESSED THROUGH CABINET 6 FRONT CASHWRAP ELEVATION A8.0 SCALE: 3/4"=1'-0" • O QUAD OUTLET DATA OUTLET S-02> CABINET 7, ZIO 3'-0" 7'-6" LOCKING CASH DRAWERS (2) DATA OUTLET QUAD OUTLET OPEN FOR STORAGE ADJUST. SHELF OPEN FOR TRASH QUAD OUTLET DATA OUTLET POWER/DATA ACCESS 4 A8.0 REAR CASHWRAP ELEVATION SCALE: 3/4"=1'-0" 1 FRONT CASHWRAP ELEVATION SCALE: 3/4"=1'-0" 1 � / 2" DIA. GROMMET FOR POWER/DATA ACCESS OPEN FOR STORAGE ADJUSTABLE SHELF WIRE CHASE 5 A8.0 CASHWRAP CABINET SECTION SCALE: 3/4"=1'-0" 00 3 A8.0 SIDE CASHWRAP ELEVATION SCALE: 3/4"=1'-0" I L / 7'-6" SIM 1 2" DIA. GROMMET FOR POWER/DATA ACCESS; VER GROMMET SIZE WITH OWNER TYP. CASHWRAP SCALE: 3/4"=1'-0" 12 A8.0 MAXIMUM OF 4" PROTRUSION FROM FRONT OF COUNTERTOP TO FRONT OF MOUNTING HARDWARE • CUSTOMIZATION SIDE ELEVATION SCALE: 3/4"=1'-0" N / 2'-0" / CO G9 CV 10 A8.0 CUSTOMIZATION FRONT ELEVATION SCALE: 3/4"=1'-0" 2'-0" 4ID-off--- EASY LIFT UP STAY ADJUSTABLE SHELF CUSTOMIZATION REAR ELEVATION SCALE: 3/4"=1'-0" • • • • • • • 6' - 0 1/2" (4EQ.) • \/ EXISTING EMBROIDERY MACHINE • • / / • • • • / • / / x H 2 0 12 w 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL ITECTURAL SEFAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): ARCHITECTURAL SEAL: 9314 J. "°• AGENT' OF WASHINGTON CO ' TRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW 11 A8.0 CUSTOMIZATION REAR ELEVATION SCALE: 3/4"=1'-0" 11-0" POWER AND DATA PROVIDED FROM WALL 0 2-0" 5'-3" OPENING TO ACCOMMODATE CLIENT PROVIDED EMBROIDERY EQUIPMENT. 2" DIA. GROMMET FOR POWER/DATA ACCESS HIDDEN BENEATH EQUIP. 7 A8.0 CUSTOMIZATION PLAN SCALE: 3/4"=1'-0" 2" DIA. GROMMET FOR POWER/DATA ACCESS ADJUSTABLE SHELF WIRE CHASE 9 A8.0 CUSTOMIZATION MONITOR ELEVATION SCALE: 3/4"=1'-0" U //3/ 1" N; TOEKICK REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 5 2017 PERMIT CENTER CUSTOMIZATION MONITOR ELEVATION SCALE: 3/4"=1'-0" PROJECT NAME: Lids LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: MB REVIEWED BY: WS TITLE: CASEWORK DETAILS SHEET NUMBER: A. 8 0) w X LL LL 0 0 O 1- 4'-2" \\\\\\\\\\\\ ADJUSTABLE ANGLE WALL MOUNT TO BE ATTACHED TO 2"X4" WOOD BLOCKING 4'-6" FRONT ELEVATION NEW INSTALL \\\\\\\\\\\\\\\\ PLAN VIEW ADJUSTABLE ANGLE WALL MOUNT/ ARM TO BE ATTACHED TO BLOCKING LINE OF 6" HIGH X 314" FRT PLYWOOD WOOD BLOCKING PAINTED TO MATCH WALL LEVELING SIESMIC 31/2" DIA. FLOOR PLATE 6" HIGH X 3/4" FRT PLYWOOD WOOD BLOCKING ADJUSTABLE ANGLE MOUNT ARM 31/2" DIA. LEVELING SEISMIC FLOOR PLATE SHELVING M SECTION SIZ MAYV RY LEVELING SIESMIC 31/2" DIA. FLOOR PLATE TO BE SECURED TO SLAB USING EXP BOLTS WB -01 BASE 6" HIGH X3/4" FRT PLYWOOD WOOD BLOCKING PAINTED TO MATCH WALL ADJUSTABLE ANGLE WALL MOUNT/ ARM TO BE ATTACHED TO BLOCKING 1 A8.1 ANGLED PERIMETER WALL FIXTURE SCALE: 3/4"=1'-0" 2 A8.1 4'-2" NEW INSTALL 1 ADJUSTABLE ANGLE WALL MOUNT TO BE ATTACHED TO 2"X4" WOOD BLOCKING M 0) PLAN VIEW SHELVING 6" HIGH X 3/4" FRT PLYWOOD WOOD BLOCKING 31/2" DIA. LEVELING SEISMIC FLOOR PLATE 7 C Zo 6 SECTION PERIMETER WALL FIXTURE SCALE: 3/4"=1'-0" LEVELING SIESMIC 31/2" DIA. FLOOR PLATE TO BE SECURED TO SLAB USING EXP BOLTS WB -01 BASE 6" HIGH X 3/4" FRT PLYWOOD WOOD BLOCKING PAINTED TO MATCH WALL ADJUSTABLE ANGLE WALL MOUNT/ ARM TO BE ATTACHED TO BLOCKING REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 5 2017 PERMIT CENTER 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL 73.253.9390FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): ARCHITECTURAL SEAL: 9314 RT J. SP©GE1+1TI ATE OF WASHINGTON CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER FYFCUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE 8/11/17 ISSUE PERMIT, BID, L.L. REVIEW PROJECT NAME: id/ LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: MB REVIEWED BY: WS TITLE: PERIMETER FIXTURE DETAILS SHEET NUMBER: A8 0 1 I$ ON 4 6 1 FROM RO A D PARAMUS, NJ 07652. 973.253.9393 TEL . PROVIDE NEW CONDENSING UNIT r .� ROOF. UNIT TO BE MOUNTED IN EXACT LOCATION OF DEMOLISHED 11 CONDENSING UNIT. FIELD VERIFY II \ l / LOCATION OF CONDENSING UNIT TO BE DEMOLISHED PRIOR TO BID. RE:3,2/M1.2 fX ARCHITECTURAL SEAL: ROVIDE NEW REFRIGERANT PIPING TO BE ROUTED IN LOCATION OF DEMO REFRIGERANT PIPING. REFRIGERANT PIPING TO EXTEND DOWN THROUGH ROOF AND OUT TO NEW AIR HANDLING UNIT. RE:2/M1.2. REMOVE ALL ABANDONED PIPING AND SUPPORTS AS REQUIRED. FIELD VERIFY EXACT LOCATION. 1 - 1 /SAD ( N) SAD • • (N)C300 • • • • 1 ] (125 x2 x2 EXISTING OUTS DE AIR DUCT ) • • B SAD • • • • • • p0 p0 p0 ..� ) ,-�O , 1 SAD 300 , ()300 -F-\'-: (1) 0 IECEssmllmsrEu \ RE.1.7/M1.2 j �- r� it",. p p - '...'.'.'... •1' •:.. .t.l+tl,.. '..j.- ...I 13 ....... 1 (N) : ; :.Taill r.....l.. : i l i q ;i l'o II. t' ..`, 1I Iiia t t* l,il l rl r ..I I 411 .1j6! i':f. ' ., 1•'41 •11•' I i,y;• ..•............ _ ,_ - - : I T I ` ' , - : �` EXISTING' SUPPLY 00 00 , ' / 00 p DUCT. I .. pp pp pp - I I (N) 03:=1 h i X2 X2 .......... ..... ......... 24/24 I 1 EX STING RETURN 1 DUCT >'-4 lit CONNECT NEW RETURN DIFFUSER TO EXISTING RETURN DUCTWORK. NEW TRANE AIR HANDLING UNIT ON EXISTING STRUCTURAL PLATFORM. CONNECT TO EXISTING SUPPLY, OUTSIDE AIR, AND RETURN DUCTWORK. CONNECT TO EXISTING CONDENSATE DRAIN LINE. REFER TO TENANT DESIGN CRITERIA. SEE STRUCTURAL DRAWINGS FOR MOUNTING OF UNIT. RE:4,5/M1.2. 1 MECHANICAL PLAN SCALE: 1/4"=1'-0" M1.0 LEGEND WORK RESPONSIBILITY MECHANICAL SCHEDULES THE LANDLORD 'TENANT CRITERIA MANUAL" FORMS A PART BETWEEN THESE SPECIFICATIONS AND THE "TENANT CRITERIA EQUIPMENT REQUIRED OF THE MANUAL BUT NOT SHOWN ON THIS CONTRACTOR'S EXPENSE. TENANTS MECHANICAL CONTRACTOR SHALL FURNISH AND 1. THIS CONTRACTOR SHALL INSTALL TENANT PROVIDED ONE DIFFUSERS, REGISTERS, HANGERS, PROGRAMMABLE THERMOSTAT COMPLETE AND OPERABLE HVAC SYSTEM. 2. DUCTWORK: THE MECHANICAL CONTRACTOR IS TO FURNISH RECENT SMACNA STANDARDS FOR LOW AND MEDIUM PRESSURE, GRILLES, REGISTERS, DIFFUSERS, VOLUME DAMPERS, FIRE CONDENSATE DRAIN, ETC. NECESSARY TO RENDER THE SYSTEM AND SPECIFICATIONS AND AS REQUIRED BY THE LANDLORD, 3. REQUIREMENTS.ALL DUCTWORK SHALL BE HUNG AS HIGH AS POSSIBLE 4. ALL OUTSIDE AIR AND UNEXPOSED DUCTWORK SHALL BE RETARDANT VAPOR SEAL INSULATION. DUCTWORK WITHIN 1/2" ACOUSTICAL INSULATION. DUCT DIMENSIONS ARE NET INSULATION THICKNESS. 5. FIRE DAMPERS MUST BE INSTALLED AT ALL LOCATIONS PROVIDE ACCESS DOORS AS REQUIRED. FIRE DAMPERS TO HAVING JURISDICTION. 6. WHEN NEW DUCTWORK CONFLICTS WITH EXISTING DUCTWORK, UP OR DOWN AS REQUIRED. 7. PROVIDE VOLUME DAMPERS ON ALL NEW SUPPLY AIR DUCT 8. PIPING: THE MECHANICAL CONTRACTOR IS TO FURNISH CODES AND STANDARDS FOR SPLIT REFRIGERATION SYSTEMS, ETC. REQUIRED TO MAKE THE SYSTEM FULLY FUNCTIONAL REQUIRED TO MAKE THE SYSTEM OPERATIONAL AND NOT SHOWN CONTRACTOR. 3/4" ARMAFLEX INSULATION IS REQUIRED ON 9. POWER WIRING: A. THE ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL PROVIDE POWER TO THE AIR HANDLING UNIT AND CONDENSING B. THE ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL HANDLING UNIT, CONDENSING UNIT AND HEATER. C. THE ELECTRICAL CONTRACTOR IS TO PROVIDE POWER 10. CONTROL WIRING AND CONTROLS: THE MECHANICAL CONTRACTOR NECESSARY WIRING (IN CONDUIT IF REQUIRED) AND CONTROLS OPERATING SYSTEM. 11. WHEN THE SMOKE DETECTOR, IN RETURN DUCTWORK, UNIT. 12. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION 13. THE MECHANICAL CONTRACTOR IS TO FURNISH AND INSTALL MANUFACTURERS RECOMMENDATIONS AND THE LANDLORD'S LINE SHALL BE INSULATED WITH 1/2" THICK ARMAFLEX. 14. TENANTS MECHANICAL CONTRACTOR IS RESPONSIBLE SPECIFICATIONS FOR THIS INSTALLATION. 15. THIS CONTRACTOR IS TO HIRE LANDLORD'S SPECIFIED 16. THE MECHANICAL CONTRACTOR, AS PART OF THEIR WORK, NUMBER ON ALL ROOFTOP EQUIPMENT WITH 4" HIGH BLOCK EQUIPMENT WHERE 4" WILL NOT FIT) IN A COLOR APPROVED INDIVIDUAL. 17. IF STRUCTURAL DRAWINGS FOR HVAC EQUIPMENT SUPPORTS SET OF PLANS AND SPECIFICATIONS, THE MECHANICAL CONTRACTOR, AS PART OF THE BID TO THE G.C., IS TO HIRE A STRUCTURAL HVAC UNIT AND A STRUCTURAL SUBCONTRACTOR TO FURNISH BCING, ETC. TO HANG FROM THE STRUCTURE FOR ALL ALL STRUCTURAL SHOP DRAWINGS TO THE LANDLORDS ARCHITECT, STARTING WORK. ...-u E SEPARAT t 1 PERS IT AND APPROVAL REQUIRED OF THESE MANUAL" THESE INSTALL (1) AND DAMPERS, LOCAL TO MAINTAIN INSULATED 10' OF FREE WHERE BE OF SPLITS AND INSTALL, ALL AND OPERATIONAL. ALL ALL A WIRING ACTIVATES REQUIREMENTS. FOR CONTRACTOR IS LETTERS BY ENGINEER AND NEW HVAC SPECIFICATIONS. ANY DISCREPANCY THE MANUAL SHALL SUPERSEDE. SPECIFICATIONS SHALL BE PROVIDED THE FOLLOWING: NEW 3 -TON SPLIT SYSTEM UNITS, DUCTWORK, AND ALL ITEMS REQUIRED TO PRODUCE INSTALL, IN COMPLIANCE WITH THE MOST NEW DUCTWORK, INSULATION, FLEX DUCT, SMOKE DETECTORS, SECONDARY OPERATIONAL AS DESCRIBED IN THESE PLANS AND STATE CODES. ARCHITECTURAL CEILING HEIGHT WITH 2" THICK FIBERGLASS FIRE THE UNIT SHALL BE INTERNALLY LINED WITH AREA ONLY. DUCT SIZE MUST ACCOMMODATE DUCTWORK PENETRATES A FIRE RATED THE TYPE APPROVED BY THE AGENCIES PIPING, ETC., NEW DUCTWORK SHALL BE AND TAPS. IN COMPLIANCE WITH THE MOST RECENT VALVES, STRAINERS, DRYERS, INSULATION ANY OTHER EQUIPMENT OR SPECIFIED WILL BE PROVIDED BY THIS REFRIGERANT PIPING. EQUIPMENT AND MATERIAL REQUIRED TO UNIT FROM THE TENANTS POWER SUPPLY. DISCONNECT SWITCH AND STARTER ON THE TO THE EXHAUST FAN. IS TO FURNISH AND INSTALL ALL REQUIRED TO PROVIDE A COMPLETE AND IT SHALL SHUT DOWN THE AIR HANDLING OF ALL CEILING DIFFUSERS AND REGISTERS. A CONDENSATE DRAIN SYSTEM PER THE INTERIOR CONDENSATE DRAIN COMPLYING WITH ALL THE LANDLORD'S FOR ALL ROOF PENETRATIONS. TO STENCIL THE TENANT NAME AND SPACE T NAME AND S (2" HIGH BLOCK LETTERS ON ALL SMALL THE BUILDING MANAGER / CONSTRUCTION ARE NOT ALREADY INCORPORATED INTO AT THEIR OWN COST AND EXPENSE, TO DESIGN THE SUPPORTS FOR THE INSTALL SUCH HA Q tE1RTS, mmvittgboRED AS REQU RE6R APP, NOW AUG 1 5 2017 z � �� ;� 3 �,� CE ANY AT RA 1 WALL. SET AIR THIS AND NEW TO AIR HANDLING UNIT SCHEDULE (PROVIDED BY TENANT INSTALLED BY G.C.) CEILING SUPPLY AIR SAD TYPE OF AIR DEVICE DIFFUSER 24/24 100 UNIT: FAN: ELECTRICAL: COOLING: ELECTRIC HEATER HEAT MODE MANUFACTURER AIR QUANTITY (CFM) 4W 12"DIA.N -NECK SIZE, ROUND OR O I_(II CEILING SUPPLY AIR DIFFUSER 12/12 I RECTANGULAR TAG LOCATION TONS: MIN. CFM HP R.P.M. E.S.P. C. TYPE NO. DIA. VOLTS -PH -Hz MCA MOCP MBHT MBHS EDB EWB kW BTUH EAT LAT OPER. WT. MODEL NO. DIRECTION OF AIR FLOW X, INCHES, SIDE OF DUCT Mk SUSPEND FROM STRUCTURE 2.5 190 1025 1.0 VAR. 0.5" CENTR. 1 11"X10" 208-1-60 39 40 34.5 24.5 75 62 576 19700 77.1 55.5 162 TRANE CEILING RETURN AIR GRILLE 24/24 / X/Y SHOWING Mir IN STOCKROOM ECM TAM7AOC36H31 SAD SUPPLY AIR DIFFUSER REMARKS: PROVIDE ELECTRIC HEATER BAYEVACO8, 5.76KW BASIS OF DESIGN: AIR HANDLING UNIT , PROVIDE 2 POSITION MOTORIZED O/A DAMPER, NO ECONOMIZER - MIN. OSA. ONLY VERIFY PRIOR / MIXING BOX WITH 2" THROWAWAY FILTERS, GALVANIZED CONDENSATE DRAIN PAN AND PROGRAMMABLE THERMOSTAT. TO BID/ORDERING UNIT, SUSPENSION PACKAGE, FILTER T THERMOSTAT RET RETURN AIR GRILLE O TEMPERATURE SENSOR - - - TR TOP REGISTER FD FIRE DAMPER 40 CARBON DIOXIDE SENSOR - - - CONDENSING UNIT SCHEDULE (PROVIDED BY TENANT, INSTALLED BY G.C.) DIFFUSER SCHEDULE SD SMOKE DAMPER - - - NEW DUCTWORK FSD FIRE / SMOKE DAMPER BD BACKDRAFT DAMPER UNIT: ELECTRICAL: COMPRESSOR: MANUFACTURER MARK MFGR MODEL FACE SIZE FINISH REMARKS - - - FAN: COMP: EAT MIN. OSA OPER. MODEL NO. SAD TITUS OMNI 24"X24" SEE NOTE 1 W/ O.B.D. NEW DUCTWORK WITH a SMOKE DETECTOR TAG LOCATION TONS: VOLTS -PH -Hz MCA MOCP REFRIG. TEMP WT. ACOUSTICAL LINING P SUPPLY - PHOTOELECTRIC NO. HP NO. kW RET TITUS PAR/3 AS SHOWN SEE NOTE 1 - SMOKE DETECTOR ® NE 2 I RETURN - IONIZATION W ROOF 2.5 208-3-60 11 15 R410A 1 1/8 1 2.54 85 7°Fdb 5° wb 204 4TWTA3030A3 NOTES: TO MATCH CEILING FINSH. REF ARCHITECTURAL SHEETA3.0. EXISTING DUCT TO REMAIN E EXISTING (E) 1 VD VOLUME DAMPER REMARKS: SEER = 15.0 BASIS OF DESIGN: CONDENSING UNIT WITH LOW AMBIENT CONTROLS AND 120 VOLT CONVENIENCE OUTLET. 1) GC TO PAINT D IFFUSERS AND GRILLES (R) RELOCATE - FVD1 VOLUME DAMPER W/ REMOTE OPERATOR (N) NEW NOTES: 1) CONTRACTOR TO UTILIZE LANDLORD'S ROOFING CONTRACTOR FOR ALL ROOF PENETRATIONS. REUSE EXISTING ROOF OPENINGS IF POSSIBLE. 2) HAIL GUARD IS REQUIRED ON CONDENSING COIL. 3) COSTAL PROTECTION IS REQUIRED ON CONDENSING COIL. THERMOSTAT SCHEDULE ®FC FLEXIBLE CONNECTION FIELD CONNECTION THERMOSTAT BY MECHANICAL CONTRACTOR T THERMOSTAT SHALL BE MANUFACTURED BY LIGHT STAT, MODEL TME-AVU. THERMOSTAT SHALL BE TOUCHSCREEN PROGRAMMABLE 7 -DAY TYPE WITH 5° DEADBAND. PROVIDE LOCKING GUARD COVER. MOUNT AT 4'-0" AFF. NOTES NOTES: HVAC UPDATING REQUIREMENTS 1. CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING, VERIFY EXISTING CONDITIONS AND NOTIFY ANY PROBLEMS OR CONCERNS. 2. BALANCE SYSTEM AND PROVIDE WRITTEN REPORT. FAX W W W.SARGARCH.COM CONSULTANT (ENGINEER): ids LIDS GENESCO INC. 7555WOODLAND DRIVE INDIANAPOLIS, IN 45278 M. MC 1.17 �PEi- ��G��o WAsyi �'9i yG,„ tiQ•o G E QQ fX ARCHITECTURAL SEAL: CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDMONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. A DATE ISSUE 8/11/17 PERMIT, BID, L.L.REVIEW: PROJECT NAME: ids LIDS GENESCO INC. 7555WOODLAND DRIVE INDIANAPOLIS, IN 45278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: p J. REVIEWED BY: K.F. TITLE: MECHANICAL PLAN, WORK RESPONSIBILITY, AND SCHEDULES SHEET NUMBER: 4 6 1 FROM ROAD PARAMUS, NJ 07652 973.253.9393 TEL 01/40- M. 41c V'II.,1 A. GENERAL CONDITIONS K. GUARANTEE, WARRANTY TONAL 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND IF REQUIRED BY THE LANDLORD OR CODES, ABANDONED PIPING AND/OR DUCTWORK 1. THE MECHANICAL CONTRACTOR SHALL INCLUDE IN THE PROPOSAL A ONE YEAR ALARM SYSTEM MAY BE DELETED WHERE NOT REQUIRED BY LANDLORD OR BY 11. PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, FIRE / SMOKE 4. ALL INSULATION ON EXISTING PIPING OR DUCTS THAT IS WETTED, DAMAGED, SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS (IF MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION GUARANTEE, WARRANTY ON ALL EQUIPMENT AND MATERIAL INSTALLED OR LOCAL CODE. DAMPERS, CONTROLS AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR DISTURBED OR REMOVED SHALL BE REPLACED. PROVIDED AS PART OF THE CONTRACT) ARE A PART OF THIS CONTRACT. PRIOR TO BID AND INCLUDE IN BID PROPOSAL. REFURBISHED, ALL MATERIALS AND WORK UNDER THE CONTRACT AND SHALL MAKE INSPECTION. IF THE ACCESS PANEL LOCATION IS EXPOSED TO THE SALES AREA, IT GOOD, REPAIR, OR REPLACE AT THEIR OWN EXPENSE, ANY DEFECTIVE WORK, A. HEATING, VENTILATION AND AIR CONDITIONING MUST BE APPROVED BY THE TENANTS CONSTRUCTION MANAGER PRIOR TO 5. INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN 2. THE TERM "CONTRACTOR" SHALL MEAN THE "MECHANICAL CONTRACTOR HIRED TO 3. ACTIVE LANDLORD OR OTHER TENANT SERVICES ENCOUNTERED IN WORK SHALL MATERIAL OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 INSTALLATION. LAY -IN SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND INSTRUCTIONS AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. COMPLETE THE WORK OUTLINED IN THESE PLANS AND SPECIFICATIONS" UNLESS BE PROTECTED AND SUPPORTED. IF EXISTING SERVICES NOT ANTICIPATED REQUIRE MONTHS FROM THE DATE OF WRITTEN ACCEPTANCE OF THE INSTALLATION BY THE 1. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE REGISTERS WITH PLASTER FRAMES MAY BE USED AS ACCESS LOCATIONS. INSULATION MUST COMPLY WITH NFPA 90A. OTHERWISE SPECIFIED. RELOCATION, CONTACT THE TENANTS CONSTRUCTION MANAGER IMMEDIATELY. ALL TENANTS CONSTRUCTION MANAGER. IN CASE OF REPLACEMENT OR REPAIR OF ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND COSTS FOR REPAIR OF DAMAGES TO ACTIVE LANDLORD OR OTHER TENANT EQUIPMENT DUE TO FAILURE WITHIN THE GUARANTEE PERIOD, THE GUARANTEE ON SPECIFICATIONS TO SEQUENCE, COORDINATE AND INTEGRATE THE VARIOUS 12. ALL BRANCHES AND TAKEOFFS SHALL BE EQUIPPED WITH MANUAL VOLUME 6. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A 3. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO REVIEW ALL DRAWINGS FOR SERVICES DURING CONSTRUCTION SHALL BE PAID FOR BY THE CONTRACTOR THAT PORTION OF WORK SHALL BE EXTENDED FOR A PERIOD OF 12 MONTHS FROM ELEMENTS OF THE HVAC SYSTEM, MATERIALS AND EQUIPMENT WITH OTHER CONTROLLING DEVICES HAVING AN INDICATING AND LOCKING DEVICE. SMOKE DEVELOPED RATING OF NO HIGHER THAN 50 WHEN TESTED IN ACCORDANCE ALL OTHER TRADES. CAUSING THE DAMAGE. THE DATE OF SUCH REPLACEMENT OR REPAIR. THIS GUARANTEE, WARRANTY IS TO CONTRACTORS TO AVOID INTERFERENCE'S AND CONFLICTS. WITH ASTM E 84 AND MUST NOT FLAME, GLOW SMOLDER OR SMOKE WHEN TESTED IN INCLUDE ALL LABOR, MATERIAL, PARTS, ETC. NECESSARY TO MAINTAIN THE SYSTEM 13. ALL TAPES AND MASTICS USED TO SEAL DUCTS MUST BE LISTED AND LABELED IN ACCORDANCE WITH ASTM C 411 OR AS REQUIRED BY LOCAL CODES. 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ITS 4. TIE-INS AND MODIFICATIONS TO EXISTING LANDLORD SERVICES MUST BE DONE IN SATISFACTORY OPERATION FOR A PERIOD OF ONE YEAR STARTING FROM THE B. HVAC EQUIPMENT (REFER TO PLANS FOR SCHEDULE OF EQUIPMENT) ACCORDANCE WITH UL 181A AND BE MARKED "181A -P" FOR PRESSURE SENSITIVE SUBCONTRACTORS WITH A FULL SET OF BID DOCUMENTS INCLUDING q 7. EXTERIOR SUPPLY AND RETURN DUCT INSULATION -- - 'WITH MINIMUM INTERRUPTION OF LANDLORD OPERATION AND DURING HOURS DATE OF ACCEPTANCE OF THE SYSTEM BY THE SHALL ALSO INCLUDE ' ' " ' ' ' " ' " ' • ' `' TAPE, "181A -M" FOR MASTIC, OR "181A -H" FOR HEAT -SENSITIVE TAPE. TAPES AND SPECIFICATIONS AND MUST COORDINATE ITS WORK AND INSPECTIONS AND THE SPECIFIED BY THE LANDLORD. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ONE SUMMER TO WINTER CHANGEOVER AND ONE WINTER TO SUMMER 1. PRIMARY HVAC UNITS ARE TO BE AS SCHEDULED. EQUIVALENTS MAY BE MASTICS USED TO SEAL FLEXIBLE AIR DUCTS AND CONNECTORS MUST COMPLY WORK AND INSPECTION OF THEIR SUBCONTRACTORS WITH ALL OTHER TRADES ON EXACT WORKING HOURS OF THIS WORK WITH THE LANDLORD PRIOR TO SUBMITTING CHANGEOVER, A NEW SET OF FILTERS AT THE TIME OF STARTUP AND TWELVE (12) SUBSTITUTED WITH WRITTEN APPROVAL ONLY. ALL COMPRESSORS ARE TO INCLUDE WITH UL 1818 AND BE MARKED "1818 -FX" FOR PRESSURE SENSITIVE TAPE OR A. SERVICE: RECTANGULAR, SUPPLY -AIR AND RETURN -AIR DUCTS. SITE TO CONFORM WITH THE GENERAL CONTRACTOR'S TIME SCHEDULE. THEIR BID. THE CONTRACTOR SHALL INCLUDE IN THEIR BID, ALL PREMIUM TIME MONTHLY FILTER CHANGES DURING THE FIRST YEAR. THE NORMAL PREVENTATIVE A 5 YEAR EXTENDED WARRANTY. "181B -M" FOR MASTIC. MECHANICAL FASTENERS USED WITH FLEXIBLE NONMETALLIC 1. MATERIAL: INSULATION BOARD, 6 PSF MINIMUM AND PLAIN FACING. REQUIRED TO PERFORM MODIFICATIONS DURING OTHER THAN NORMAL WORKING MAINTENANCE WORK SHALL BE PERFORMED AT THE TIME OF THE FILTER CHANGES. AIR DUCTS MUST COMPLY WITH UL 1818 AND BE MARKED "181B -C" 2. THICKNESS: 2 INCHES. 5. BY SUBMITTING A QUOTATION OR PROPOSAL THE MECHANICAL CONTRACTOR USE ONLY #40 PLEATED TYPE AIR FILTERS. 2. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, 3. NUMBER OF LAYERS: TWO. TOTAL THICKNESS = 4" EXPRESSLY STATES AND WARRANTS THAT: ALL DRAWINGS AND SPECIFICATIONS HOURS. ALL SUCH WORK MUST BE COORDINATED WITH THE LANDLORD. APPURTENANCES AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND I. FLEXIBLE CONNECTIONS 4. VAPOR RETARDER REQUIRED: YES. HAVE BEEN THOROUGHLY REVIEWED, CONTRACTOR HAS BECOME FAMILIARIZED 5. EQUIPMENT AND MATERIALS IN TRANSIT SHALL UTILIZE FREIGHT ELEVATOR OR L. OPERATIONS MANUALS OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED. A. INORGANIC GLASS FIBERS PREFORMED AND BONDED BY THERMOSETTING WITH JOB SITE CONDITIONS AND IS TOTALLY QUALIFIED TO PERFORM ALL OF THE STAIRS. SAID EQUIPMENT OR MATERIALS SHALL BE DISASSEMBLED AS REQUIRED TO 1. FLEXIBLE COLLARS SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN RESIN. MUST COMPLY WITH ASTM C 612, TYPE 1A AND 1B, WORK REQUIRED. MEET THE RESTRICTIONS IMPOSED BY THE BUILDING OR ITS COMPONENT 1. ONE COPY OF EACH OPERATION AND MAINTENANCE MANUAL FOR ALL EQUIPMENT 3. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, WATER SOURCE HEAT PUMPS, AIR 1. KNAUF INSULATION OR APPROVED EQUIVALENT. MUST HAVE A INSTRUCTIONS. ALL AIR CONDITIONING CONSTRAINTS AND THEN REASSEMBLED IN THE NEW WORK AREA. FURNISHED ON THE JOB SHALL BE PROVIDED TO THE TENANT BOUND TOGETHER IN MANUFACTURER'SEQUIPMENTHANDLERS, FAN POWERED VAV BOXES, ETC.) AND DUCTS OR CASINGS. ALSO AL EXAMINE THE CONDENSATE DRAIN AND BE TRAPPED IN ACCORDANCE WITH MANUFACTURER'S 6. BEFORE SUBMITTING A FINAL PROPOSAL THE CONTRACTOR SHALL M A 3 INCH, THREE RING BINDER. THE BINDER SHALL INCLUDE BUT NOT BE LIMITED TO PROVIDE FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING EXPANSION B. INSULATION INSTALLED OUTDOORS: FLAME SPREAD RATING OF 25 OR LESS SITE OF THE PROPOSED WORK TO DETERMINE THE EXISTING CONDITIONS THAT MAY 6. ALL WORK SHALL BE DONE WITH A MINIMUM OF NOISE AND DISTURBANCE TO INSTALLATION, MAINTENANCE AND OPERATING INSTRUCTIONS, PAMPHLETS OR DATA. SEE DRAWINGS FOR ADDITIONAL DETAILS. JOINTS. AND SMOKE DEVELOPED RATING OF 50 OR LESS. AFFECT THE PROPOSAL. IF DISCREPANCIES ARE NOTED BETWEEN THE DOCUMENTS BUSINESS ROUTINE. ALL WORK SCHEDULES SHALL BE COORDINATED WITH AND BROCHURES, REVIEWED SHOP DRAWINGS AND WARRANTIES OBTAINED FROM EACH AND THE EXISTING CONDITIONS THE ARCHITECT SHALL BE NOTIFIED AND THE APPROVED BY, THE TENANTS CONSTRUCTION MANAGER. MANUFACTURER OF PRINCIPAL ITEMS OF EQUIPMENT. 4. SECONDARY DRAIN PANS ARE REQUIRED TO BE INSTALLED BENEATH ALL INDOOR 2. FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF NEOPRENE -COATED B. APPLY INSULATION AS FOLLOWS: AIR CONDITIONING WITH THE EXCEPTION OF AIR TERMINAL BOXES. SHALL RECEIVE CLARIFICATION BEFORE SUBMITTING A BID. THEEQUIPMENT CONTRACTOR H FLAMEPROOF FABRIC. PROVIDE JOINT ADEQUATE Q F LEXIB ILITY TO ALLOW FOR S S MADE SECONDARY PANS ARE TO PROTECT ENTIRE UNIT PROVIDE CONDENSATE PUMPS AS SUBMISSION OF A PROPOSAL SHALL INDICATE THAT ALL CHARGES AND COT 7. SINCE THESE ARE SECURE FLOORS, ALL DELIVERIES, WORKERS, WORK M. SLEEVES MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. A. APPLY TWO -LAYER INSULATION WITH JOINTS TIGHTLY BUTTED AND NECESSARY BY EXISTING CONDITIONS ARE INCLUDED AND THAT THE COMPLETE OPERATORS, ETC., REQUIRED BY THE CONTRACTOR FOR WORK PERFORMED IN ANY REQUIRED. CONDENSATE SHALL BE DIRECTED TO MOP SINK, LAVATORY TRAP OR STAGGERED AT LEAST 3 INCHES. SECURE LAYERS WITH ADHESIVE, MECHANICAL SYSTEM AS DESCRIBED HEREIN WILL BE FURNISHED AT THE PROPOSED COST. AREA OR SITE BUILDING SHALL BE IN STRICT CONFORMANCE TO THE RULES AND 1. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR OTHER APPROVED DRAIN. 3. FLEXIBLE CONNECTIONS ARE TO BE RATED FOR THE OPERATING PRESSURE OF FASTENERS OR BANDING. FASTENERS SHALL BE LOCATED A MAXIMUM OF 3" FROM 7. WHEN USED, THE TERM "PROVIDED BY CONTRACTOR" SHALL BE INTERPRETED AS REGULATIONS OF THE OWNER. FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH ITS THE SYSTEM. EACH EDGE AND NO GREATER THAN 12" APART. RESPECTIVE FLOOR, WALL, OR PARTITION AND SHALL BE CUT FLUSH WITH EACH 5. ALL MECHANICAL EQUIPMENT AND APPLIANCES WHICH CONTAIN REFRIGERANT MEANING "FURNISHED AND INSTALLED BY CONTRACTOR" WITH THE EXCEPTION 8. CONTRACTOR SHALL PROTECT THEIR WORK AND EQUIPMENT FROM DAMAGE, SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2 MUST COMPLY WITH AN APPLICABLE STANDARD (E.G. UL 207, 412, 471). 4. FINAL CONNECTIONS TO EXHAUST FAN(S) SHALL BE WITH A HEAVY AIRTIGHT ACID B. ON EXPOSED APPLICATIONS, FINISH INSULATION WITH A SKIM COAT OF WHERE ITEMS ARE "PROVIDED BY TENANT" SHALL BE INTERPRETED AS MEANING VANDALS, ETC. ANY ITEM THAT IS DAMAGED, VANDALIZED OR STOLEN PRIOR TO INCHES ABOVE THE FLOOR. RESISTANT FIRE RETARDANT FIBERGLASSED NEOPRENE CONNECTOR, A MINIMUM MINERAL -FIBER, HYDRAULIC -SETTING CEMENT TO SURFACE OF INSTALLED INSULATION. "FURNISHED BY TENANT (INSTALLED BY CONTRACTOR)", EXCEPT WHERE NOTED ACCEPTANCE OF BUILDING BY OWNER AND ARCHITECT SHALL BE REPLACED BY C. TOILET EXHAUST FANS OF SIX (6) INCHES IN LENGTH. THE CONNECTOR SHALL BE FASTENED TO EQUIPMENT WHEN DRY, APPLY FLOOD COAT OF LAGGING ADHESIVE AND PRESS ON ONE LAYER OF OTHERWISE. RESPECTIVE CONTRACTOR AT NO CHARGE TO TENANT. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS AND DUCT WITH TWO FLEXIBLE REMOVABLE BRASS STRAPS OR ALTERNATE GLASS CLOTH OR TAPE. OVERLAP EDGES AT LEAST 1 INCH (25 MM). APPLY FINISH COAT SHALL BE FIRE SEALED WITH APPROVED SEALANTS RATED FOR THE APPLICATION SO 1. WHERE SHOWN ON DRAWINGS PROVIDE A TOILET EXHAUST FAN COMPLETE WITH APPROVED METHOD. OF LAGGING ADHESIVE OVER GLASS CLOTH OR TAPE. THIN THE FINISH COAT TO B. GENERAL REQUIREMENTS 9. IT IS SPECIFICALLY THE INTENTION OF THIS SPECIFICATION TO HOLD THE AS TO MAINTAIN THE FIRE RATING OF THE ASSEMBLY. CONFORM TO THE U.L. GRAVITY BACKDRAFT DAMPER. ALL DUCTWORK, ROOF OPENINGS AND CAPS ACHIEVE SMOOTH FINISH. OUTDOOR JACKET: POLYGUARD PRODUCTS, INC. CONTRACTOR RESPONSIBLE FOR ALL DAMAGE DONE TO ANY EXISTING FACILITIES, ASSEMBLY RATING OF THE FLOOR OR WALL. NECESSARY TO PROVIDE A COMPLETE EXHAUST SYSTEM SHALL BE PROVIDED BY J. THERMOSTATS 'ALUMAGUARD 60' OR MFM BUILDING PRODUCTS CORP. 'FLEXCLAD 400". 1. THE MECHANICAL SUBCONTRACTORS QUOTING ON THEIR SPECIFIC SCOPE OF THE CONTRACTOR. REFER TO PLANS FOR APPLICABILITY. EQUIPMENT, PAINTING, OR ARCHITECTURAL AND STRUCTURAL FEATURES OF THE WORK/SERVICES TO CONTACT THE LOCAL BUILDING DEPARTMENT/AGENCY TO BUILDING, BY EITHER THEIR OWN WORKMEN OR BY ANY OF THEIR 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS AND PARTITIONS SHALL BE 1. MOUNT THERMOSTATS 4'-0" (ADA COMPLYING), THERMOSTAT SENSORS 5'-0" Q. SYSTEM CLEANOUT DISCUSS CODE ISSUES/IDIOSYNCRASIES REGARDING THEIR SERVICES AND THE SUBCONTRACTORS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE DONE BY THEIR STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN D. BASEBOARD, CABINET AND UNIT HEATERS ABOVE FINISHED FLOORS AND SET DATE, TIME, TEMPERATURE, ETC. TURN OVER QUOTE ASSOCIATED WITH THE SERVICES TO THE GENERAL CONTRACTOR FOR THIS OWN WORKMEN OR SUBCONTRACTORS AND THE OWNER AT THEIR DISCRETION, MAY MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS OR FOR CONCEALED OPERATING INSTRUCTIONS TO TENANT REPRESENTATIVE. 1. UPON COMPLETION OF INSTALLATION, CLEAN ENTIRE SYSTEM BEFORE INSTALLING PROJECT. THIS CONTRACTOR TO BE FAMILIAR WITH THE SITE WHERE SUCH WITHHOLD PAYMENTS EQUAL TO THE REASONABLE COST OF THE REPAIRS. VERTICAL PIPING, SLEEVES SHALL BE 22 GAUGE GALVANIZED STEEL MINIMUM. 1. WHERE SHOWN ON THE DRAWINGS, PROVIDE ELECTRIC HEATERS COMPLETE WITH AIR OUTLETS. CONTRACTOR TO PROVIDE A CERTIFICATION THAT CLEANING WAS SERVICES/WORK WILL BE PERFORMED, THIS SPECIFIC USE AND THE ELECTRIC HEATING COIL, CONTROLS AND INTEGRAL OR REMOTE THERMOSTAT AS 2. THERMOSTATS SHALL BE PROVIDED WITH KEY OPERATED SECURITY COVERS AND ACCOMPLISHED PRIOR TO PROJECT CLOSEOUT. IDIOSYNCRASIES ASSOCIATED WITH THE LIFE, SAFETY AND HEALTH ASSOCIATED 10. THIS CONTRACTOR OR THEIR WORKMEN SHALL NOT BE PERMITTED TO USE ANY 4. DUCT SLEEVES SHALL BE MINIMUM 14 GAUGE STEEL. SHOWN. DESCRIPTIVE NAMEPLATES. WITH THIS WORK AND TO INDICATE ON THE QUOTE ANY ITEMS REQUIRED THAT ARE PART OF THE EXISTING BUILDING AS A SHOP WITHOUT THE APPROVAL OF THE 2. FILTERS MUST BE IN UNITS AT ANY TIME FANS ARE OPERATED. NOT NECESSARILY SHOWN ON THE DRAWINGS/SPECIFICATIONS. OWNER AND ARCHITECT. N. HANGERS E. INLINE PUMPS K. FIRE DAMPERS, SMOKE DAMPERS R. SYSTEM TESTING, ADJUSTING AND BALANCING 2. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, 11. WHERE THE WORK MAKES TEMPORARY SHUTDOWN OF SERVICES UNAVOIDABLE, 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, 1. WHERE SHOWN ON DRAWINGS, PROVIDE AN INLINE CLOSE COUPLED PUMP(S), 1. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL FIRE DAMPERS AS REQUIRED SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO THEY SHALL BE MADE AT NIGHT OR AT SUCH TIMES AS WILL CAUSE THE LEAST BANDS, C -CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC. BRONZE FITTED. PUMPS SHALL BE FURNISHED WITH BRONZE CASE WEARING RINGS, BY LANDLORD AND / OR TENANT CRITERIA AND / OR CODES HAVING JURISDICTION. 1. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE COMPLETED BY AN PROVIDE COMPLETE AND FULLY FUNCTIONAL MECHANICAL SYSTEMS AS SHOWN ON INTERFERENCE WITH THE ESTABLISHED OPERATING ROUTINE. NECESSARY FOR THE INSTALLATION OF WORK. BRONZE SHAFT SLEEVE AND MECHANICAL SHAFT SEALS. PUMPS TO BE SO ALL FIRE DAMPERS SHALL COMPLY WITH THE REQUIREMENTS OF THE BOARD OF INDEPENDENT CONTRACTOR WHO IS CURRENTLY LICENSED BY THE ASSOCIATED AIR THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS (IF SUPPLIED) AND AS CONSTRUCTED THAT THEY MAY BE MOUNTED INA HORIZONTAL OR VERTICAL PIPE FIRE UNDERWRITERS, THE LOCAL FIRE MARSHAL AND SHALL BE LABELED AND BALANCING COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY 12. THIS CONTRACTOR SHALL ARRANGE THE WORK SO AS TO ASSURE THAT 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, LINE. MOTOR TO BE 1750 RPM UNLESS NOTED OTHERWISE. APPROVED BY UNDERWRITERS LABORATORIES. (NEBB). NO OTHER BALANCE REPORTS WILL BE REVIEWED OR ACCEPTED. ALL THE LANDLORD SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. CLOSELY SERVICES WILL BE SHUT DOWN ONLY DURING THE TIME ACTUALLY REQUIRED TO BUT NOT TO PIPING OR DUCTWORK. DUCTWORK SHALL NOT BE SUPPORTED FROM BALANCING WORK MUST BE COMPLETE AND DONE IN ACCORDANCE WITH THE MOST COORDINATE THE ENTIRE INSTALLATION WITH LANDLORD AS REQUIRED. FIELD ROOF DECKING AND/OR BRIDGING, BUT SHALL BE SUSPENDED FROM THE TOP F. VIBRATION ISOLATION DEVICES 2. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIR STREAM AND 165 RECENT STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS FOR TESTING SHALL MAKE NECESSARY R CONNECTION THE EXISTING WORK. 'THIS CONTRACTOR BE MADE BY THE HVAC CONTRACTOR. VERIFY THE EXACT TYPE, SIZE, LOCATION, REQUIREMENTS, ETC. OF EXISTING SHALL AMPLE WRITTEN NOTICE IN TO THE OWNER OF ANY REQUIRED CHORD OF BAR JOISTS, STEEL OR OTHER STRUCTURE. DUCTWORK SHALL CLEAR DEGREE F FUSIBLE LINK. GIVEV I ADVANCE EQUIPMENT, PIPE AND DUCTS SERVING THE TENANT SPACE PRIOR TO SUBMISSION SHUT DOWN. ALL SPRINKLERS AND OTHER OBSTACLES AND SHALL BE HUNG AS HIGH AS POSSIBLE 1. VIBRATION ISOLATION DEVICES SHALL BE PROVIDED IN ALL SUPPORTS BETWEEN 2. THE CONTRACTOR SHALL INSTALL NEW FILTERS IN ALL UNITS PRIOR TO THE AIR OF BID. IN WORK AND STORAGE AREAS. WHERE INTERFERENCE'S OCCUR, IN ORDER TO VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, WATER SOURCE HEAT PUMPS, AIR 3. PROVIDE ALL NECESSARY FRAMING AND SLEEVES FOR DAMPER MOUNTING PER BALANCING. THE COMPLETE AIR BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR 13. ALL MOTORS, FANS, CONTROLS, FIXTURES, HVAC UNIT, DUCTWORK AND OTHER SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANDLERS, FAN POWERED VAV BOXES, ETC.) AND STRUCTURE. UL AND CODE REQUIREMENTS. DAMPERS IN MINIMUM POSITION. 3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH EQUIPMENT FOR USE IN THIS CONTRACT SHALL BE PROTECTED BY TARPAULIN OR BY HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE PROVIDED EVEN BOXING AS SOON AS DELIVERED TO THE SITE AND SHALL BE KEPT CLEAN AND DRY. INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, ACCESS DOORS AND OTHER 2. VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH 4. PROVIDE DUCT ACCESS DOORS IN AN ACCESSIBLE LOCATION FOR ALL FIRE 3. BALANCE AIR AND WATER QUANTITIES TO WITHIN PLUS OR MINUS 5 OF THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH EQUIPMENT SERVICE REQUIREMENTS AND/OR OTHER TRADES. HANGER TYPES AND RUBBER AND SPRING DEVICES. VIBRATING EQUIPMENT SUPPORTED FROM FLOOR OR DAMPERS. DOOR IS TO BE 20 GAUGE GALVANIZED DOOR WITH QUICK -OPENING Q M N PERCENT TS THE MOTORS, UNITS, FIXTURES, FANS, DUCTWORK AND MOVING PARTS SHALL BE DECK SHALL BE ISOLATED WITH HOUSED SPRING MOUNT DEVICES. LATCH AND PIANO HINGE. THAT INDICATED ON THE DRAWINGS. ANY REQUIRED CHANGES IN SHEAVES, BELTS, IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, KEPT COVERED SO AS TO ELIMINATE DIRT, DUST AND OTHER MATERIALS ENTERING INSTALLATION METHODS ARE SUBJECT TO LANDLORD CRITERIA. PULLEYS OR THE ADDITION OF DAMPERS REQUIRED TO ACHIEVE SPECIFIED FLOW BUT WHICH IS NECESSARY TO COMPLETE THE WORK OR WHICH IS USUALLY THE PARTS DURING ERECTION AND CONSTRUCTION WORK ON THE BUILDING. RATES SHALL BE PROVIDED BY THE HVAC CONTRACTOR WITH NO ADDITIONAL COST TO INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART OF THE SHOULD IT BE FOUND THAT ANY PARTS ARE DAMAGED DUE TO CARELESSNESS ON 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE 3. EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS WHEN SELECTING 5. WHERE REQUIRED BY LOCAL CODES, LANDLORD AND IF INDICATED ON DRAWINGS, THE TENANT. CONTRACT. THE PART OF THE CONTRACTOR IN NOT PROVIDING PROPER PROTECTION, SUCH OUTER DIAMETER OF INSULATION. INSTALL 6 INCH LONG SPLIT CIRCLE GALVANIZED DEVICES. ADJUST FOR PROPER ALIGNMENT AND LOADING. AVOID "GROUNDING" THE PROVIDE UL555S SMOKE DAMPER WITH FIREMEAT/SMOKE SENSOR, REVERSIBLE PART OR PARTS SHALL BE REPLACED BY THE CONTRACTOR AT THEIR OWN COST SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. ISOLATOR. MOTOR AND INTERLOCK WITH FIRE ALARM SYSTEM. 4. THE BALANCE REPORT SHALL INCLUDE AS A MINIMUM THE FOLLOWING 4. WHERE THE DRAWINGS AND / OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED AND EXPENSE. ALL OPENINGS IN DUCTS, PIPING, CONDUITS, ETC., SHALL BE INFORMATION: CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS STILL PROPERLY PROTECTED WITH TEMPORARY CAPS OR PLUGS AT ALL TIMES. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI -ELECTRICALLY 4. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND L. FLEXIBLE AIR DUCT RESPONSIBLE FOR PROVIDING THE SYSTEM AS DESIGNED AND DESCRIBED ON THE SEPARATED FROM ONE ANOTHER. THE UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. A) AABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. G. DISCREPANCIES IN DOCUMENTS1. FLEXIBLE DUCT FOR CONNECTIONS SHALL BE A FACTORY FABRICATED ASSEMBLY CONTRACTOR. P. ACCESS DOORS 5. CONSULT MANUFACTURER FOR APPLICATION DATA. CONSISTING INNER TING OF AN SLEEVE, INSULATION AND AN OUTER MOISTUREBARRIER. B) INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. 5. THE CONTRACTOR SHALL OBTAIN AND COMPLY WITH DETAILED REQUIREMENTS 1. DRAWINGS (PLANS, SPECIFICATIONS AND DETAILS) ARE DIAGRAMMATIC AND THE INNER SLEEVE SHALL BE CONSTRUCTED OF A CONTINUOUS VINYL COATED C) MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED. OF LEASE EXTRACTS FROM THE LANDLORD AND TENANT. GENERAL OF SYSTEMS. 1. FURNISH STEEL ACCESS DOORS AND FRAMES, MINIMUM 16 INCHES BY 20 INCHES G. CURBS AND STEEL FRAMING FOR SUPPORT SPRING STEEL WIRE HELIX FUSED TOA CONTINUOUS LAYER OF FIBERGLASS D) AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS INDICATE THE LOCATION AND INTENT THE MECHANICAL WHERE DRAWING, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES OR AS REQUIRED FOR ADEQUATE ACCESS TO THE GENERAL CONTRACTOR FOR ALL IMPREGNATED AND COATED VINYL. A 1 1/4" THICK LAYER OF INSULATING BLANKET OF MEASURED BY PITOT TUBE DUCT TRAVERSE AT THE UNITS. 6. COORDINATE LOCATIONS OF ALL AIR OUTLETS WITH ALL WALLS, LIGHTS, CONFLICT OR ARE UNCLEAR, ADVISE THE GENERAL CONTRACTOR IN WRITING, PRIOR LOCATIONS WHERE NECESSARY TO PROVIDE ACCESS TO CONCEALED VALVES AND 1. THIS CONTRACTOR WILL PROVIDE ALL NECESSARY CURBS AND STEEL FRAMING FIBERGLASS WOOL SHALL ENCASE THE INNER SLEEVE AND BE SHEATHED WITH AN E) MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE READINGS SPRINKLER HEADS, CEILING TILES AND DECORATIVE CEILING FIXTURES PRIOR TO TO SUBMITTAL OF BID. THE GENERAL CONTRACTOR IS RESPONSIBLE TO ADVISE THE OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION. LOCATION, TYPE, SIZE AND REQUIRED TO INSTALL ALL HVAC EQUIPMENT. CURBS SHALL BE A MINIMUM OF 14 OUTER MOISTURE BARRIER OF A BIDIRECTIONAL REINFORCED METALIZED VAPOR FOR EACH LEG. INSTALLATION. TENANTS CONSTRUCTION MANAGER, IN WRITING, OF VARIATIONS TO THE NUMBER WILL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE INCHES HIGH AND OF THE SAME MANUFACTURER AS THE EQUIPMENT SUPPORTED. BARRIER. THE FLEXIBLE DUCT SHALL BE RATED FORA MAXIMUM WORKING VELOCITY F) MOTOR AND FAN RPM, SHEAVE SIZES AND BELT SIZES AND LENGTHS. CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, TENANTS TENANT CONSTRUCTION MANAGER TO SUIT EQUIPMENT REQUIREMENTS. GENERAL INSULATE UNDER THE COMPRESSOR SECTION TO PREVENT CONDENSATION. ALL OF 6000 FPM AND SHALL BE LISTED BY THE UNDERWRITERS LABORATORIES UNDER G) OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AT FULL COOLING. "DEAD" 7. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE CONSTRUCTION MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONTRACTOR WILL INSTALL ACCESS DOORS AND FRAMES. CURBS MUST BE INSTALLED SO THAT THE TOP OF CURBS ARE LEVEL. ALL THEIR UL -181 STANDARDS ASA CLASS 1 DUCT AND SHALL COMPLY WITH NFPA H) WATER BALANCE DATA INCLUDING GPM WITH INLET AND OUTLET TEMPERATURE AND FOR OPERATION, SERVICE, MAINTENANCE AND REPAIR. THE CONTRACTOR IS CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. PENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE IN ACCORDANCE WITH STANDARD - 90A. THE FLEXIBLE DUCT SHALL BE THERMAFLEX M -KC OR APPROVED PRESSURE READINGS. RESPONSIBLE FOR PROVIDING SUFFICIENT ACCESS TO ALL EQUIPMENT FOR 2. ACCESS DOORS LOCATED IN FIRE -RATED WALLS, FLOORS, CEILING -FLOOR, OR THE LANDLORD'S GUIDELINES AT THIS CONTRACTOR'S EXPENSE. ALL CONNECTIONS EQUIVALENT. FLEXIBLE DUCT SHALL ROUTE FROM SHEET METAL DUCTWORK TO I) MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. SERVICE. H. TRADE NAMES AND MANUFACTURERS CEILING -ROOF ASSEMBLIES SHALL BE FIRE RATED, U.L. LISTED AND LABELED. TO ROOFTOP EQUIPMENT SHALL BE INSIDE THE CURB (CONDENSATE DRAIN, POWER CEILING DIFFUSERS ONLY. THERE SHALL BE NO EXPOSED FLEXIBLE DUCT. J) FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE WIRING, CONTROL WIRING, ETC.). DUCTED). 8. THE CONTRACTOR SHALL DO ALL CUTTING, CORE DRILLING, CHASING, OR 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN 3. ACCESS DOORS SHALL BE FLUSH TYPE, MANUFACTURED FROM 14 GAUGE STEEL, 2. FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL APPLICATIONS WITH PRIOR K) INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS. CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THIS CONTRACT. SPECIFICATIONS, SHALL BE USED AS A MINIMUM COMPLETE WITH FLUSH FLANGE TYPE FRAMES MANUFACTURED FROM 16 GAUGE H. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED APPROVAL FROM THE TENANTS CONSTRUCTION MANAGER. THE THE EXACT EQUIPMENT CUTTING SHALL HAVE PRIOR APPROVAL BY THE TENANTS CONSTRUCTION MANAGER STANDARD FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUIVALENT STEEL, PROVIDED WITH ANCHORS. ACCESS DOORS SHALL BE SUITABLE FOR 5. ALL CONTROL SEQUENCES SHALL BE TESTED AND OPERATING STATUS RECORDED IN AND THE LANDLORD OR LANDLORD'S REPRESENTATIVE. PATCHING SHALL MATCH OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO REVIEW IN INSTALLATION IN WALL OR CEILING MATERIALS SHOWN IN ROOM FINISH SCHEDULES. 1. NO DUCTWORK SHALL BE FABRICATED PRIOR TO APPROVAL BY THE TENANTS 3. FLEXIBLE DUCT SHALL NOT EXTEND OVER 5 FEET IN LENGTH AT ANY ONE THE REPORT. FINISH OF SURROUNDING AREA. WRITING BY THE TENANTS CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE. THE PROVIDE ACCESS DOORS FOR ALL CONCEALED VALVES, VENTS, DAMPERS, FIRE CONSTRUCTION MANAGER. DEVIATIONS FROM DESIGN MUST BE APPROVED BY LOCATION. 6. THREE COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED THROUGH THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND DAMPERS, EXPANSION JOINTS, PULL BOXES, SHOCK ABSORBERS, DRAINS, MOTORS, TENANT'S CONSTRUCTION MANAGER PRIOR TO FABRICATION OR INSTALLATION. ALL 9. CONTRACTOR SHALL INSTALL ALL MECHANICAL EQUIPMENT AND APPLIANCES FANS, PUMPS AND ANY OTHER ITEM REQUIRING SERVICE. DOORS IN PLASTER OR DUCT MAINS ARE TO BE RECTANGULAR. ALL DUCT BRANCHES TO DIFFUSERS ARE TO M. SUPPLY AND RETURN AIR TAKEOFF FITTINGS GENERAL CONTRACTOR TO THE TENANTS CONSTRUCTION MANAGER FOR REVIEW AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. PURSUANT TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. FINAL CONCRETE SURFACES SHALL HAVE A RECESSED DOOR WITH CONCRETE OR BE ROUND SPIRAL DUCT. COMMENT. APPROVAL THAT THE MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE ON THE PLASTER FACING. DOORS IN CARPETED OR TILED AREAS SHALL BE RECESSED WITH 1. RECTANGULAR DUCT I. SHOP DRAWINGS 7. THE BALANCING CONTRACTOR SHALL PERFORM ALL APPLICABLE TESTING AND JOB SITE FOR ALL MECHANICAL EQUIPMENT AND APPLIANCES RESTS WITH THE TILE FACING. NO ACCESS DOORS ARE REQUIRED IN 2' X 2' AND 2' X 4' LAY -IN 2. ALL DUCTWORK SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH BALANCING FUNCTIONS REQUIRED FOR THE SYSTEM DESIGNED IN THESE DRAWINGS. GOVERNING CODE OFFICIAL(S). 1. SUBMIT THREE COPIES OF MATERIAL LISTS AND SHOP DRAWINGS FOR ALL ACOUSTIC TILE CEILING. PROVIDE COLORED PINS TO DENOTE ACCESS TILES. SMACNA LOW VELOCITY AND "HVAC DUCT CONSTRUCTION STANDARDS MANUAL", A. PROVIDE 45 DEGREE RECTANGULAR TAKEOFFS FROM MAIN DUCTWORK TO THE BALANCING CONTRACTOR SHALL RECHECK ANY ITEMS THAT THE TENANT DEEMS FURNISH FACTORY MADE METAL ACCESS DOORS, COMPLETELY FLUSH, "ALLAN LATEST EDITION AND ASHRAE USING PRIME SHEETS OF GALVANIZED STEEL. RECTANGULAR BRANCHES. EQUIPMENT AND DUCT FABRICATION DRAWINGS TO THE TENANTS CONSTRUCTION CONFORM TO THE REQUIREMENTS IN THE REFERENCED STANDARD FOR METAL NECESSARY AT NO ADDITIONAL COST TO THE TENANT. C. CODES MANAGER FOR REVIEW PRIOR TO ORDERING EQUIPMENT. SUBMISSIONS MUST BE HEAD" SCREWDRIVER OPERATED, WITH FRAMES AND CAM -TYPE CATCH WITH STAINLESS STEEL STUD. DOORS SHALL BE NOT LESS THAN 12" X 12" FOR HAND THICKNESS, REINFORCING TYPES AND INTERVALS, TIE ROD APPLICATIONS AND 2. SPIRAL DUCT EARLY ENOUGH TO ALLOW THE TENANTS CONSTRUCTION MANAGER EIGHT 8. FINAL BALANCE REPORT SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE 1. ALL WORK SHALL BE PERFORMED IN A NEAT AND PROFESSIONAL MANNER USING ACCESS. DOORS IN WALLS AND CEILING SHALL BE PRIME COATED CARBON STEEL. JOINT TYPES AND INTERVALS. ALL SQUARE ELBOWS SHALL BE PROVIDED WITH GOOD CONSTRUCTION PRACTICES. ALL WORK SHALL CONFORM TO THE LATEST WORKING DAYS FOR REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE FURNISH FIRE RATED DOORS FOR FIRE RATED CONSTRUCTION. RATING OF DOOR DOUBLE WALLED VANES ON MAXIMUM 3" CENTERS. PROVIDE SEAL CLASS "C" ON ALL A. PROVIDE SADDLE OR DIRECT CONNECTION OFA BRANCH DUCT INTO A LARGER MANUAL. JOB'S TIPROGRESS.SIN THE MANUFACTURER'STTALS SHALL 'IEDOTACCORDANCE WITH INE GENERAL TRAVERSE JOINTS UNLESS SUPERSEDED BY MORE STRINGENT LOCAL CODES. ALL DUCT. THE DIAMETER OF THE BRANCH SHALL NOT EXCEED TWO THIRDS OF THE ADOPTED EDITION OF THE LANDLORD'S CRITERIA; STATE, COUNTY AND LOCAL CONDITIONS USING THE LISTED ON THE DRAWINGS. SHOP MUST BE SAME RATING AS CONSTRUCTION.S. FINAL HVAC INSPECTIONS CODES AND ORDINANCES; THE LATEST EDITIONS OF ASHRAE STANDARDS, THE LIFE DRAWINGS SHALL INCLUDE ALL DATA THAT PERTAINS TO THE REQUIREMENTS SET DUCT CONNECTIONS ARE TO BE RIGID AND LEAK FREE ASSEMBLIES. DIAMETER OF THE MAIN. PROTRUSIONS INTO THE MAIN ARE NOT ALLOWED. DATA THAT P SAFETY CODE, THE APPLICABLE BUILDING CODE, UNDERWRITERS LABORATORIES, FORTH ON THE DRAWINGS AND IN THE SPECIFICATIONS. THE SUBMITTAL SHALL Q. ELECTRIC MOTORS 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, THE TENANT SHALL THE NATIONAL ELECTRICAL CODE, NFPA 70, 90A AND 96 AND ALL OTHER APPLICABLE INCLUDE BUT NOT BE LIMITED TO CUTS OR CATALOGS INCLUDING DESCRIPTIVE 3. DURING THE CONSTRUCTION PHASE OF THE PROJECT, ANY DUCTWORK INSTALLED N. DAMPERS HAVE THE RIGHT TO HAVE AN INDEPENDENT HVAC CONTRACTOR INSPECT THE CODES ENFORCED BY AUTHORITIES HAVING JURISDICTION. THE CHANGES REQUIRED LITERATURE AND CHARACTERISTICS OF EQUIPMENT SHALL SHOW MAJOR 1. FURNISH, INSTALL AND ALIGN ALL MOTORS REQUIRED FOR THIS EQUIPMENT, IS TO BE COMPLETELY SEALED UP OF ANY OPENINGS, EITHER AT THE BEGINNING OR FINISHED HVAC INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, BY ANY APPLICABLE CODES SHALL BE INCLUDED IN THE BID. AFTER THE CONTRACT DIMENSIONS, ROUGHING -IN DATA, CAPACITY, CURVES, PRESSURE DROPS, CODE UNLESS THEY ARE FACTORY INSTALLED ON THE UNIT. ALL STARTERS AND END OF A DUCT RUN OR AT A BRANCH, COLLAR DIFFUSER OR REGISTER TO AVOID 1. PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE SPECIFICATIONS AND CODES. THE INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY COMPLIANCE, MOTOR AND DRIVE DATA AND ELECTRICAL DATA. OBSERVE SPECIAL ASSOCIATED WIRING AND SAFETY SWITCHES FOR SUCH MOTORS SHALL BE DIRT OR OTHER CONTAMINANTS FROM ENTERING THE SYSTEM. OPERATORS IN EACH BRANCH DUCT AND AS SHOWN ON PLANS TO FACILITATE AIR BRING ALL ITEMS REPORTED BY THE INDEPENDENT HVAC CONTRACTOR UP TO PLANS THE TENANT TO THE CONTRACTOR. INSTRUCTIONS WHEN REQUIRED. SUBMITTALS SHALL BEAR THE STAMP OF THE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. STARTERS SHALL BALANCING. AND SPECIFICATIONS REQUIREMENTS AT NO ADDITIONAL COST TO THE TENANT. GENERAL AND SUBCONTRACTOR SHOWING THAT HE HAS REVIEWED AND MEET ALL REQUIREMENTS AS DEFINED IN THE ELECTRICAL SPECIFICATIONS. 4. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO 2 INCH D. LICENSES, PERMITS, INSPECTIONS AND FEES CONFIRMED THAT THEY ARE IN CONFORMANCE WITH THE CONTRACT DOCUMENTS WATER GAUGE PRESSURE CLASSIFICATION (VERIFY WHETHER RETURN OR EXHAUST 2. WHERE ACCESS TO BALANCING DAMPER IS RESTRICTED OR IN AREAS WITH SHEET T. INDOOR AIR QUALITY OR INDICATE WHERE EXCEPTIONS TAKE PLACE. LACK OF SUCH CONTRACTOR'S 2. DESIGN, CONSTRUCTION AND PERFORMANCE CHARACTERISTICS OF MOTORS DUCT IS POSITIVE OR NEGATIVE PRESSURE). PRESSURE TEST DUCTS FOR LEAKAGE. ROCK CEILINGS, YOUNG REGULATORS SHALL BE USED. 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, REVIEW WILL BE CAUSE FOR REJECTION WITHOUT REVIEW BY TENANTS SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF LATEST NEMA, ANSI, ISEE REMAKE LEAKING JOINTS AND APPLY SEALANTS AS REQUIRED TO FABRICATE A 1. NO ANALYSIS HAS BEEN MADE WITH REGARD TO SOURCES OR POTENTIAL SOURCES INSPECTIONS AND FEES REQUIRED OR RELATED TO THIS WORK. CONSTRUCTION MANAGER. ALL SHOP DRAWINGS MUST APPEAR IN THE OPERATION STANDARDS FOR ELECTRICAL EQUIPMENT. ALL MOTORS SHALL BE SUITABLE FOR SYSTEM THAT DOES NOT EXCEED 5 PERCENT LEAKAGE OR LESS AS STATED BY 3. ALL RECTANGULAR DAMPERS IN OUTSIDE AIR AND RELIEF AIR DUCTS ARE TO BE OF INDOOR OR OUTDOOR AIR CONTAMINANTS OR LEVELS OF CONTAMINATION. AND MAINTENANCE MANUALS LEFT ON SITE AT JOB COMPLETION. OPERATION ON VOLTAGE VARIATION OF PLUS OR MINUS 10 PERCENT, 40 DEGREES C PRESSURE CLASS RATINGS IN SMACNA STANDARDS. OPPOSED BLADE TYPE. ALL RECTANGULAR DAMPERS IN RETURN AIR DUCTS TO BE 2. FURNISH TO THE TENANTS CONSTRUCTION MANAGER ALL CERTIFICATES OF AMBIENT TEMPERATURE AND HAVE A SERVICE FACTOR OF NOT LESS THAN 1.15. PARALLEL BLADE TYPE. ALL OUTSIDE AIR DUCT DAMPERS MUST ALSO BE OF THE 2. IT IS THE RESPONSIBILITY OF THE GENERAL AND MECHANICAL CONTRACTOR TO INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT.OF 5. AS A MINIMUM, CROSSBREAK ALL FLAT SURFACES OR REINFORCE WITH A BEAD LOW LEAKAGE TYPE. INFORM THE TENANTS REPRESENTATIVE, LANDLORD AND TENANT'S ARCHITECT IF ANY D2. TENANTS CONSTRUCTION HA L NOT RELIEVES OARCHITECT'S REVIEWTOFROMHOP APPROXIMATELY 3/8 INCH WIDE BY 3/16 INCH DEEP ON 12 INCH CENTERS TO SOURCE OR POTENTIAL SOURCE OF INDOOR AIR CONTAMINATION IS IDENTIFIED. DRAWINGS OR SCHEDULES SHALL NOT THE CONTRACTOR R. LOW VOLTAGE (24 VOLT) WIRING E. DRAWINGS RESPONSIBILITY FOR ERRORS, OMISSIONS OR OTHER DEFICIENCIES OR DEVIATIONS PREVENT VIBRATIONS. 4. ALL MOTORIZED DAMPERS NOT FURNISHED WITH EQUIPMENT ARE TO BE IN THE SHOP DRAWINGS FROM THE CONSTRUCTION DOCUMENTS. 1. THE CONTRACTOR IS TO INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR THEIR HONEYWELL DAMPERS. 3. PRIOR TO ENCLOSING SPACES SUCH AS PLUMBING CHASES, AIR SHAFTS AND 1. DRAWINGS (PLANS AND SPECIFICATIONS) ARE DIAGRAMMATIC AND INDICATE THE EQUIPMENT. THIS WORK INCLUDES ALL TRANSFORMERS AND DEVICES TO MAKE THIS 6. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS RETURN AIR PLENUMS CLEAN ALL AREAS THOROUGHLY. THE CONTRACTOR SHALL GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. BECAUSE OF THE 3A COMPLETE FUNCTIONAL SYSTEM. INDICATED IN SMACNA STANDARDS. NO WOOD SHALL BE USED TO SUPPORT OR 0. DIFFUSERS, GRILLES AND REGISTERS GUARANTEE THAT THE PLENUM CHAMBER USED FOR RECIRCULATING OF AIR WILL BE IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND / OR THEIR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND OF TIGHT CONSTRUCTION AND THAT ALL SOURCES OF CONTAMINATION FROM TRAPS, SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL DUCT AND PIPE SUBCONTRACTORS SHOP LS ETC. TO AND SUBMITTALS OR THE AND ALL SOIL STACKS, DOWNSPOUTS, VENTS, EXHAUST DISCHARGES AND OTHER SOURCES HENT,BCT, TO DAMPERS, OFFSETS, FITTINGS AND ACCESSORIES THAT MAY BE REQUIRED. THE MECHANICAL EQUIPMENT, DUCT, DAMPERS, CONTROLS ETC. THE ARCHITECT FOR THEIR 2. ALL WORK IS TO CONFORM TO THE ELECTRICAL SPECIFICATIONS AND THE LOCAL CODES OR BY LANDLORD. 1. PROVIDE DIFFUSERS, GRILLES AND REGISTERS AS SCHEDULED. DEVICES TO BE WILL BE ENCLOSED SO THAT NO CONTAMINATED AIR WILL BE RECIRCULATED. CONTRACTOR MUST OBTAIN APPROVED CONSTRUCTION DRAWINGS FROM THE REVIEW PRIOR TO CONSTRUCTION. REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. COMPLETE WITH FRAMES AND ALL ACCESSORIES. ALL DIFFUSERS, GRILLES AND GENERAL CONTRACTOR BEFORE BEGINNING ANY WORK. 7. WHERE DUCTS PASS THROUGH ROOFS, FLOORS AND FIRE RATED PARTITIONS, REGISTERS IN SHEET ROCK CEILINGS TO BE PROVIDED WITH PLASTER FRAMES. J. RECORD DRAWINGS 3. ANY CONDUIT REQUIRED BY CODE OR THE LANDLORD WILL BE INSTALLED BY THE PROVIDE AS MINIMUM 1-1/2 INCH BY 1-1/2 INCH BY 1/8 INCH STEEL ANGLE FRAMES AT FINISH TO BE COORDINATED WITH INTERIOR FINISHES. 4. PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES SHUT OFF THE HVAC SYSTEM, ANNULAR BLOCK OFF ALL AIR GRILLS, DIFFUSERS AND OTHER OPENINGS OUTSIDE THE IMMEDIATE 2. THE LAYOUT SHOWN ON THE DRAWINGS IS BASED ON A PARTICULAR MAKE OF ELECTRICAL SUBCONTRACTOR. EACH SIDE OF OPENING. THE SPACE BETWEEN DUCT AND ANGLE FRAMES EQUIPMENT. IF ANOTHER MAKE OF EQUIPMENT IS USED WHICH REQUIRES SHALL BE CAULKED WITH SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY THE 2. INSTALL ALL AIR DEVICES AS LOCATED ON THE ARCHITECTURAL REFLECTED CONSTRUCTION AREA. OPENINGS TO ADJACENT TENANT SPACES SHALL BE COVERED 1. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS AND ASSEMBLY FIRE RATING. CONTRACTOR TO PROVIDE FIRE OR COMBINATION FIRE / CEILING PLAN OR THE MECHANICAL PLAN. WITH FILTER MEDIA TO PREVENT DUST AND OTHER AIRBORNE CONTAMINANTS FROM MODIFICATION OR CHANGE OF ANY DESCRIPTION FROM THE DRAWINGS OR SPECIFICATIONS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT 4. SMOKE DETECTORS AND REMOTE TEST STATION PASSING TO ADJOINING SPACES. SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE AS PART OF THIS SMOKE DAMPERS AT EACH PENETRATION WHERE REQUIRED BY CODE. DRAWINGS, SUCH AS LOCATIONS OF CONCEALED PIPING VALVES AND DUCTS, WORK, FOR MAKING ALL SUCH MODIFICATIONS AND CHANGES, INCLUDING THOSE i. IONIZING TYPE ARE TO BE USED ON THE RETURN SIDE OF THE AHU AND P. DUCTWORK INSULATION REVISIONS, ADDENDUM'S AND CHANGE ORDERS, SIGNIFICANT DEVIATIONS MADE 5. CONTRACTOR TO INSTALL TEMPORARY EXHAUST SYSTEM TO VENTILATE INVOLVING OTHER TRADES WITH THE COST THEREOF INCLUDED IN THE BID. IN SUCH PHOTO -TYPE ARE TO BE USED ON THE SUPPLY SIDE. ON ALL OTHER TYPES OF HVAC 8. ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT SHALL BE SEALED AIR NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS AND CONSTRUCTION SITE AND KEEP SITE UNDER SLIGHT NEGATIVE PRESSURE DURING ALL CASE, CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS PRIOR TO UNITS WHERE SMOKE DUCT DETECTORS ARE REQUIRED, USE FIELD INSTALLED TIGHT WITH DAP CMC DUCT SEALER. JOINTS ALSO SHALL BE RIVETED OR 1. ALL NEW SUPPLY AND RETURN AIR DUCTWORK WITHIN 10' OF HVAC UNIT SHALL BE CONTRACTOR'S COORDINATION WITH OTHER TRADES AND EXACT ROUTING OF ALL HOURS OF CONSTRUCTION, EVEN IF AFTER NORMAL BUSINESS HOURS. STARTING WORK SHOWING ALL SUCH MODIFICATIONS AND CHANGES. THE SANITARY AND DOMESTIC WATER PIPING UNDER FLOOR. IONIZING TYPE IN RETURN DUCTWORK AND PHOTO -TYPE ON THE SUPPLY LOCATED CONNECTED WITH SHEET METAL SCREWS. ACOUSTICALLY LINED. DUCT SIZES SHOWN ON THE DRAWING ARE INTERNAL FREE PROPOSAL SHALL BE SUBJECT TO THE APPROVAL OF THE TENANTS CONSTRUCTION BEFORE THE FIRST TAKEOFF. ONCE ACTIVATED, THE SMOKE DETECTOR WILL SHUT AREA SIZES. INTERNAL LINER SHALL BE 1 1/2" THICK DUCT LINER EQUIVALENT TO 6. CONTRACTOR TO INSTALL TEMPORARY BARRIERS TO PROTECT ADJACENT SPACES MANAGER. 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE DOWN HVAC UNIT. 9. SOFT ELASTOMER BUTYL GASKETS WITH ADHESIVE BACKING SHALL BE USED TO JOHNS MANVILLE "PERMACOTE LINACOUSTIC" ("R VALUE" = 6.3) AND SHALL BE FROM DUST, PARTICULATES, VAPORS AND NOISE. WHERE TEMPORARY BARRIERS ARE SEAL FLANGED JOINTS. APPLIED TO THE DUCTWORK WITH FIRE RESISTIVE ADHESIVES AND CADMIUM OR CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY INSTALLED ALWAYS MAINTAIN FIRE EXITS AND EXITWAYS. 3-Zo-ce F. EXISTING LEASE SPACE CONDITIONS THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. THE DRAWINGS ARE TO BE ii. SMOKE DETECTORS SHALL HAVE THEIR OWN REMOTE KEY TEST STATION SYSTEM COPPER PLATED MECHANICAL FASTENERS. TURNED OVER TO THE TENANT. WITH AUDIBLE AND VISUAL ALARM, SIMPLEX MODEL 4098-9842 OR APPROVED 10. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EQUIVALENT. ALARM TO HAVE CANDELA SETTING OF 75 AND A HIGH VOLUME HORN SPECIFICALLY NOTED OTHERWISE. 2. ALL OUTSIDE AIR AND UNEXPOSED DUCTWORK WITHIN BUILDING, EXCEPT WHERE DEMOLITION OF EXISTING MECHANICAL WORK IN THE SPACE NOT SHOWN TO BE TONE SETTING. ACOUSTICALLY LINED, SHALL HAVE 2 INCH, FIBERGLASS DUCT WRAP INSULATION REUSED IN THE NEW TENANT SPACE. WITH FSK FACING EQUIVALENT TO JOHNS MANVILLE "MICROLITE XG TYPE 75" (INSTALLED "R VALUE" = 5.6). 2. THE CONTRACTOR SHALL INCLUDE AND WILL BE HELD RESPONSIBLE FOR, THE REMOVAL OF ALL EXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, HVAC 3. LEADING EDGES OF DUCT INSULATION SHALL BE OVERLAPPED BY ADJOINING UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, DUCTWORK, ETC. AND INSULATION FOR 6" MINIMUM AND THEN SEALED WITH FOIL VAPOR BARRIER ASSOCIATED ROOF CURBS NOT TO BE REUSED ON THIS PROJECT, UNLESS ADHESIVE AND DUCT MASTIC SO THAT NO FIBERGLASS INSULATION IS VISIBLE. SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, PIPES, DUCTWORK AND EQUIPMENT PRIOR TO REMOVAL. ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED UNLESS NOTED FOR REUSE OR RECONFIGURATION ON PLANS. ROOF PATCHING SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE BY A ROOFING CONTRACTOR APPROVED BY THE LANDLORD. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF (ABOVE THIS SPACE) NOT APPLICABLE TO THE NEW WORK OR PART OF THE LANDLORD'S OR ANOTHER TENANTS ACTIVE SYSTEM MUST BE REMOVED AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO MATCH THE EXISTING STRUCTURE. EXISTING ABANDONED PIPES, DUCTS OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT REUSED IN THIS PROJECT. r ilP RECEIVED CITY OF TUKWILA AUG 1 1 5 2017 PERMIT CENTER SEPARATE 'MIT A Pa APPROVAL FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): 01/40- M. 41c V'II.,1 < w` -w, cry O . TONAL ARCHITECTURAL SEAL: CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORTANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDMONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: Lids LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE#446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: REVIEWED BY: TITLE: MECHANICAL GENERAL NOTES SHEET NUMBER: M 1 . 1 INSTALL SUPPORTS TO ALLOW FULL OPENING OF ALL ACCESS PANELS AND FILTERS REFRIGERANT LINES, ROUTE TO CONDENSERS S/A CEILING ALL THREAD ROD & ANGLE FRAME SUPPORTS. TYP SUPPORT FROM STRUCTURE. REFERENCE SPRING STRUCTURAL ISOLATORS DRAWINGS FOR MOUNTING, TYP M INSULATED OUTSIDE AIR DUCT CONNECT TO R/A DUCT. 0/A ACCESSIBLE O/A MOTORIZED CONTROL DAMPER, RE: FCU SCH. FOR CFM SETTINGS. FS 1 L FLOAT SWITCH FOR EMERGENCY OVERFLOW TO SHUTDOWN UNIT. FLEXIBLE DUCT MANUAL BALANCE DAMPER CONNECTION, TYP. R/A SUPPORT — CHANNEL BELOW PAN & FCU CONDENSATE DRAIN WITH P -TRAP —1Y2" DEEP GALV. AUXILIARY DRAIN PAN W/ FLOAT SWITCH. 4" LARGER THAN THE UNIT OR COIL DIMENSIONS IN WIDTH AND LENGTH. OPEN SITE VENT — EQUIPMENT PRIMARY CONDENSATE DRAINS SLOPE TO DRAIN MIN. 1/8"/FT. TO AN APPROVED RECEPTOR. AHU—HORIZONTAL SUSPENDED ROVE CEILING W/ ELEC. HEAT NTS RE: CONDENSING UNIT RE: SCHEDULE PROVIDE FACTORY MTD. W.P. CONNEVIENCE OUTLET PROVIDE INSULATION PER SPECIFICATIONS. ROUTE REFRIGERANT LINES (LIQUID & SUCTION) DOWN THRU ROOF. PIPE PENETRATION RE: DETAIL THIS SHEET ROOF 4" PREFABRICATED ROOF PAD SUITABLE FOR ROOF SYSTEMS ROOF MOUNTED CONDENSING UNIT DETAIL NTS • NOTE: REFER TO ARCHITECTURAL FOR ROOFING DETAILS. WATER PROOF SEALANT AROUND PIPING (TYP.) SHEETMETAL SCREWS w/ NEOPRENE WASHERS. 2 -PIECE CLOSURE BOX W/ RAIN HOOD. 6" OVERHANG SEALANT SHEETMETAL SCREWS w/ NEOPRENE WASHERS (TYP.) SEALANT (TYP) FLASH AND COUNTER FLASH EXISTING ROOF ROOF PIPE PENETRATION NTS CONICAL TAP OR 45° LATERAL TAP. NO SCOOPS ALLOWED. RE: [1/M501] STRUCTURE ABOVE RIGID SHT. MTL. 90° ELBOW 5LFT DUCT, MAXIMUM LENGTH CEILING ACCESSIBLE VOLUME CONTROL DAMPER REDUCER IF REQUIRED INSULATED DUCT MAIN REF SPECS INSULATED BRANCH DUCT k-\1\- -1/9 DIFFUSER 1. USE IN VERTICAL ARRANGEMENT WHERE POSSIBLE. IF BENDING IS NECESSARY, SUPPORT FLEX DUCT TO MAXIMIZE BEND RADIUS AND TURN NO MORE THAN A TOTAL OF 90°. 2. PROVIDE AIRTIGHT CONNECTIONS TO RIGID ROUND DUCT AND AIR DEVICE. 3. USE FLEXIBLE DUCT ONLY IN AREAS WITH ACCESSIBLE LAY -IN CEILINGS. BRANCH TAKE—OFF SUPPLY NTS Air System Sizing Summary for SPLIT SYSTEM LOAD Project Name: LIDZ Tukwila WA Prepared by: MPW Engineering, LLC 08/08/2017 09:05AM Air System Information Air System Name SPLIT SYSTEM LOAD Equipment Class SPLT AHU Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM r. Individual peak space toads Central Cooling Coil Sizing Data Total coil Toad 2 3 Tons Total coil Toad 27 8 MBH Sensible coil load 251 MBH Coil CFM at Jun 1400 1234 CFM Max block CFM 1234 CFM Sum of peak zone CFM 1234 CFM Sensible heat ratio. 0 905 ft2/Ton 371.0 BTU/(hr-ft2)._ 32.3 N/A Water flow @ 10.0 °F rise Central Heating Coil Sizing Data Max coil Toad 17 4 MBH Coil CFM at Des Htg 1234 CFM Max coil CFM 1234 CFM Water flow @ 20.0 °F drop NIA Supply Fan Sizing Data Actual max CFM 1234 CFM Standard CFM 1214 CFM Actual max CFM/ft2 144 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM CFM/ft2 187 CFM 0 22 CFM/ft2 Number of zones 1 Floor Area — 858.0 ft2 Location Seattle IAP, Washington Calculation Months Sizing Data Jan to Dec Calculated Load occurs at Jun 1400 OA DB/WB 835/64.8 "F Entering DB / WB 74 7 / 62.2 °F Leaving DB/WB_ 555154.3 °F Coil ADP 53.4 °F Bypass Factor. 0 100 Resulting RH 53 % Design supply temp 56.0 °F Zone T -stat Check 1 of 1 OK Max zone temperature deviation...._ 0 0 °F Load occurs at BTU/(hr-ft2) Ent. DB / Lvg DB 62 6 / 75.9 °F Des Htg 20.3 Fan motor BHP Fan motor kW Fan static 0 01 BHP 0 01 kW 0 03 in wg CFM/person 15 54 CFM/person Hourly Analysis Program v4.70 Page 1 of 5 TOP BEAM CLAMP TYP TOP CHORD OF JOIST ROOF LOADS MUST BE HUNG WITHIN 3" OF PANEL POINTS REF STRUCTURAL BOTTOM OF STRUCTURE RECTANGULAR DUCT RECTANGULAR DUCT PERPENDICULAR TO STRUCTURE THREADED ROD TYP 2"x2"x1/4" ANGLE OR 1 5/8"x1 5/8" UNISTRUT ROOF 2"x2"x1/4" ANGLE OR 1 5/8"xl 5/8" UNISTRUT HANGER STRA" RECTANGULAR DUCT SUPPORT HANGER NTS 111111111t>•1=1 roma, 1" MIN. 60" MAX. RECTANGULAR DUCT PARALLEL TO STRUCTURE SHEET METAL SCREWS TYP 20 GAGE GALVANIZED STEEL COLLAR (EXPOSED ONLY). SECURE TO WALL ON 6 INCH CENTERS (MINIMUM 4 FASTENERS PER SIDE). INSULATION CMU WALL GROUT 2"x2"x1/4" TACKWELDED OR RIVETED TO SLEEVE DUCT 1" CLEARANCE BETWEEN 20 GAGE GALVANIZED STEEL SLEEVE DUCT PENETRATION THROUGH NON—FIRE RATED WALL NTS FAN/COIL UNIT EQUIPMENT CONDENSATE DRAIN PAN PIPE PLUG CLEAN OUT VENT TOP BELOW FAN COIL UNIT PRIMARY DRAIN PAN PROVIDE FLOW SWITCH FOR EMERGENCY OVERFLOW TO SHUTDOWN FAN 1" CONDENSATE PIPE TO DISCHARGE INDIRECT TO SANITARY SYSTEM. SLOPE FOR GRAVITY DRAIN REFER TO MANUFACTURER'S RECOMMENDATIONS FOR TRAP DEPTH. SECONDARY SAFETY PAN PER CODE, EXTEND 4" MIN. PAST UNIT IN ALL DIRECTIONS AND ENCLOSE THE CONDENSATE TRAP ASSEMBLY AS SHOWN. CONDENSATE DRAIN DETAIL NTS RECEIVED CITY OF TUKWILA AUG 1 5 2017 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED 4 6 1 FROM ROAD PARAMUS, NJ 07652 973.253.9393 TEL D 4 6 1 FROM FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): fr ARCHITECTURAL SEAL: CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDmONS. A DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: Lids LIDS GENESCO INC. 7555 WOODLAND DRIVE INDL'NAPOLIS, IN 46278 LOCATION: FILTER BOX JJJ AHU 0/A ACCESSIBLE O/A MOTORIZED CONTROL DAMPER, RE: FCU SCH. FOR CFM SETTINGS. FS 1 L FLOAT SWITCH FOR EMERGENCY OVERFLOW TO SHUTDOWN UNIT. FLEXIBLE DUCT MANUAL BALANCE DAMPER CONNECTION, TYP. R/A SUPPORT — CHANNEL BELOW PAN & FCU CONDENSATE DRAIN WITH P -TRAP —1Y2" DEEP GALV. AUXILIARY DRAIN PAN W/ FLOAT SWITCH. 4" LARGER THAN THE UNIT OR COIL DIMENSIONS IN WIDTH AND LENGTH. OPEN SITE VENT — EQUIPMENT PRIMARY CONDENSATE DRAINS SLOPE TO DRAIN MIN. 1/8"/FT. TO AN APPROVED RECEPTOR. AHU—HORIZONTAL SUSPENDED ROVE CEILING W/ ELEC. HEAT NTS RE: CONDENSING UNIT RE: SCHEDULE PROVIDE FACTORY MTD. W.P. CONNEVIENCE OUTLET PROVIDE INSULATION PER SPECIFICATIONS. ROUTE REFRIGERANT LINES (LIQUID & SUCTION) DOWN THRU ROOF. PIPE PENETRATION RE: DETAIL THIS SHEET ROOF 4" PREFABRICATED ROOF PAD SUITABLE FOR ROOF SYSTEMS ROOF MOUNTED CONDENSING UNIT DETAIL NTS • NOTE: REFER TO ARCHITECTURAL FOR ROOFING DETAILS. WATER PROOF SEALANT AROUND PIPING (TYP.) SHEETMETAL SCREWS w/ NEOPRENE WASHERS. 2 -PIECE CLOSURE BOX W/ RAIN HOOD. 6" OVERHANG SEALANT SHEETMETAL SCREWS w/ NEOPRENE WASHERS (TYP.) SEALANT (TYP) FLASH AND COUNTER FLASH EXISTING ROOF ROOF PIPE PENETRATION NTS CONICAL TAP OR 45° LATERAL TAP. NO SCOOPS ALLOWED. RE: [1/M501] STRUCTURE ABOVE RIGID SHT. MTL. 90° ELBOW 5LFT DUCT, MAXIMUM LENGTH CEILING ACCESSIBLE VOLUME CONTROL DAMPER REDUCER IF REQUIRED INSULATED DUCT MAIN REF SPECS INSULATED BRANCH DUCT k-\1\- -1/9 DIFFUSER 1. USE IN VERTICAL ARRANGEMENT WHERE POSSIBLE. IF BENDING IS NECESSARY, SUPPORT FLEX DUCT TO MAXIMIZE BEND RADIUS AND TURN NO MORE THAN A TOTAL OF 90°. 2. PROVIDE AIRTIGHT CONNECTIONS TO RIGID ROUND DUCT AND AIR DEVICE. 3. USE FLEXIBLE DUCT ONLY IN AREAS WITH ACCESSIBLE LAY -IN CEILINGS. BRANCH TAKE—OFF SUPPLY NTS Air System Sizing Summary for SPLIT SYSTEM LOAD Project Name: LIDZ Tukwila WA Prepared by: MPW Engineering, LLC 08/08/2017 09:05AM Air System Information Air System Name SPLIT SYSTEM LOAD Equipment Class SPLT AHU Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM r. Individual peak space toads Central Cooling Coil Sizing Data Total coil Toad 2 3 Tons Total coil Toad 27 8 MBH Sensible coil load 251 MBH Coil CFM at Jun 1400 1234 CFM Max block CFM 1234 CFM Sum of peak zone CFM 1234 CFM Sensible heat ratio. 0 905 ft2/Ton 371.0 BTU/(hr-ft2)._ 32.3 N/A Water flow @ 10.0 °F rise Central Heating Coil Sizing Data Max coil Toad 17 4 MBH Coil CFM at Des Htg 1234 CFM Max coil CFM 1234 CFM Water flow @ 20.0 °F drop NIA Supply Fan Sizing Data Actual max CFM 1234 CFM Standard CFM 1214 CFM Actual max CFM/ft2 144 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM CFM/ft2 187 CFM 0 22 CFM/ft2 Number of zones 1 Floor Area — 858.0 ft2 Location Seattle IAP, Washington Calculation Months Sizing Data Jan to Dec Calculated Load occurs at Jun 1400 OA DB/WB 835/64.8 "F Entering DB / WB 74 7 / 62.2 °F Leaving DB/WB_ 555154.3 °F Coil ADP 53.4 °F Bypass Factor. 0 100 Resulting RH 53 % Design supply temp 56.0 °F Zone T -stat Check 1 of 1 OK Max zone temperature deviation...._ 0 0 °F Load occurs at BTU/(hr-ft2) Ent. DB / Lvg DB 62 6 / 75.9 °F Des Htg 20.3 Fan motor BHP Fan motor kW Fan static 0 01 BHP 0 01 kW 0 03 in wg CFM/person 15 54 CFM/person Hourly Analysis Program v4.70 Page 1 of 5 TOP BEAM CLAMP TYP TOP CHORD OF JOIST ROOF LOADS MUST BE HUNG WITHIN 3" OF PANEL POINTS REF STRUCTURAL BOTTOM OF STRUCTURE RECTANGULAR DUCT RECTANGULAR DUCT PERPENDICULAR TO STRUCTURE THREADED ROD TYP 2"x2"x1/4" ANGLE OR 1 5/8"x1 5/8" UNISTRUT ROOF 2"x2"x1/4" ANGLE OR 1 5/8"xl 5/8" UNISTRUT HANGER STRA" RECTANGULAR DUCT SUPPORT HANGER NTS 111111111t>•1=1 roma, 1" MIN. 60" MAX. RECTANGULAR DUCT PARALLEL TO STRUCTURE SHEET METAL SCREWS TYP 20 GAGE GALVANIZED STEEL COLLAR (EXPOSED ONLY). SECURE TO WALL ON 6 INCH CENTERS (MINIMUM 4 FASTENERS PER SIDE). INSULATION CMU WALL GROUT 2"x2"x1/4" TACKWELDED OR RIVETED TO SLEEVE DUCT 1" CLEARANCE BETWEEN 20 GAGE GALVANIZED STEEL SLEEVE DUCT PENETRATION THROUGH NON—FIRE RATED WALL NTS FAN/COIL UNIT EQUIPMENT CONDENSATE DRAIN PAN PIPE PLUG CLEAN OUT VENT TOP BELOW FAN COIL UNIT PRIMARY DRAIN PAN PROVIDE FLOW SWITCH FOR EMERGENCY OVERFLOW TO SHUTDOWN FAN 1" CONDENSATE PIPE TO DISCHARGE INDIRECT TO SANITARY SYSTEM. SLOPE FOR GRAVITY DRAIN REFER TO MANUFACTURER'S RECOMMENDATIONS FOR TRAP DEPTH. SECONDARY SAFETY PAN PER CODE, EXTEND 4" MIN. PAST UNIT IN ALL DIRECTIONS AND ENCLOSE THE CONDENSATE TRAP ASSEMBLY AS SHOWN. CONDENSATE DRAIN DETAIL NTS RECEIVED CITY OF TUKWILA AUG 1 5 2017 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED 4 6 1 FROM ROAD PARAMUS, NJ 07652 973.253.9393 TEL D 4 6 1 FROM FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): fr ARCHITECTURAL SEAL: CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDmONS. A DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: Lids LIDS GENESCO INC. 7555 WOODLAND DRIVE INDL'NAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: REVIEWED BY: TITLE: MECHANICAL DETAILS AND LOAD CALCULATIONS SHEET NUMBER: 4 6 1 FROM ROAD PARAMUS, NJ 07652 973.253.9393 TEL 973.253.9390 F A X WWW.SARGARCH.COM ARCHITECTURAL SEAL: CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDf11ONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDmONS. A DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: Lids LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS. IN 46278 LOCATION: 60'-5 7/8" LEASE LINE y ADJACENT TENANT SALES AREA 100 ACT -01 11'-0" A.F.F. LOWER CASE LETTER INDICATES SWITCH DESIGNATION, REFER TO SWITCH BANK DETAILS FOR MORE INFORMATION d d b ❑❑• • ; • • 1 1 • • n FIB FIB 101 STOCK ROOM OPEN 16'-6" A.F.F. — — FIW A-11 • b a b a a a 2 a b • • • • • • • • W • • . MALL CORRIDOR 1 �1 • NW F1W F1W * • FIB FIB `�•1 FIB 6 / I \ F1W F1W F18 X2 \ \\ h b a b F2 " w z \` b O / .73 ECE SPEAI' F18 iE EO swi FIB •FIB lIJ — FIW F1W C MALL I / c • C 1 • CONCOURSE J LT -01A M r — F2B F2•, 9 I LT -01A COMr A-5 =. b • LT -01A b a b a b Q •• a l• •• •• •. •. I �•• (FIB FIB Lrig2 FIB NB F18 FIB FIB T X 1 1 F18 d d • • 1 • • 1 A-3 2 X1 X2 X2 N. [•] F1B F B • L , • X2 • T s r *L ;l -- — NEW DUAL RELAY MULTI -TECH WALL 1 SOFFIT SWITCH OCCUPANCY SENSOR WITH 100 10 MIN. DELAYED -OFF FOR SECOND GYP. BD. 12'-10112 AFF RELAY, 1201277V. LEVITON, MODEL 100 SALES AREA 100 SALES AREA #OSSMD-FTx. ACT -01B 1O'-6" A.F.F. MILLWORK FIXT 10'-0" A.F.F. 100 SOFFIT GYP. BD.I 10'-0" AFF ADJACENT TENANT 1 LIGHTING PLAN E1.0 SCALE: 1/4"=1'-0" LIGHTING FIXTURE SCHEDULE SWITCH BANK DETAIL ELECTRICAL PLAN NOTES SYMBOL MANUFACTURER & CATALOG NUMBER VOLTS/ WATTS LAMP FINISH QTY. DESCRIPTION SYMBOL MANUFACTURER& CATALOG NUMBER VOLTS/ WATTS LAMP FINISH QTY. DESCRIPTION 1 EMERGENCY AND EXIT LIGHTS SHALL BE INSTALLED AN CIRCUITED PER THE LATEST NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES. ALL EMERGENCY AND EXIT FIXTURES SHALL BE DUAL -VOLTAGE WITH BATTERY BACKUP. EXIT- EMERGENCY EXIT LIGHT CEILING O O LED SEMI -RECESSED LED TWO HEAD 00 COPPER LIGHTING SURE-LITES 120 INCL. WHITE 4 MOUNTED, REFER TO ELECTRICAL FOR LIGHTS WITH EMERGENCY BATTERY BACKUP, NORMAL DUTY BALLAST SHALL BE SWITCHED. EMERGENCY BALLAST TO POWERSECURE/SOLAIS 34N/ 19 ADJUSTABLE ACCENT LIGHT, BLACK LEM W/ BATTERY BACKUP ACTIVATE UPON POWER FAILURE ONLY, AND SHALL BE CONNECTED AHEAD OF ANY TIME CLOCKS OR LOCAL SWITCHING F1B XSR12/Xm20/25m/30v/1450/BK/BK PAINTED TO MATCH ADJACENT CEILING SCHEMES. FINISHES, 25 DEG BEAM OPTICS. EMERGENCY EXIT LIGHT WALL / SEMI -RECESSED LED TWO HEAD X1 COPPER LIGHTING - SURE-LITES 120 INCL. WHITE 3 CEILING MOUNTED, REFER TO O O POWERSECURE/SOLAIS POWERSECURE/SOLAIS 34W LED 8 AP7-R W/ INTEGRAL BATTERY ELECTRICAL, 2 WIRE THROUGH TIME CLOCK. XSR12/Xm20/25m/ 50/WH/WH ADJUSTABLE ACCENT LIGHT, WHITE STOCKROOM SALES AREA SALES AREA SALES AREA SALES AREA F1W FINISHES, 25 DEG BEAM OPTICS. COOPER LIGHTING - A-11 A-5 A-5 A-5 A-3 RECESSED, NOMINAL 4" DIA. i 8' SURFACE MOUNTED STRIP LIGHT 120/277 LED T8 WHITE 2 SURFACE MOUNTED y — 16.5W LOCATED IN STOCK ROOM. a b c ® POWERSECURE/SOLAIS 20W LED 2 LED DOWNLIGHT, SEMI -DIFFUSE SSF-132-28T8-UNV-QHE2X32-U d XR4nc/D/Xm24/40/30K/SV/SV REFLECTOR AND MATCHING F2 FLANGE. WIDE FLOOD. NOTE: RECEIVED ® POWERSECURE/SOLAIS RECESSED, NOMINAL 4" DIA. LED DOWNLIGHT, SEMI -DIFFUSE 1. ALL FLUORESCENT LAMPS SHALL BE 3500° KELVIN AND A MIN. CRI OF 82 2. ALL INTERIOR FLUORESCENT LUMINARIES (FIXTURES) THAT UTILIZE DOUBLE ENDED LAMPS AND CONTAIN BALLASTS THAT CAN BE — CITY OF TUKWILA F2B XR4nc/D/Xm24/40/30K/SV/BK 20W LED 1 REFLECTOR AND BLACK FLANGE._ WIDE FLOOD. SERVICED IN PLACE OR BALLASTED LUMINARIES THAT ARE SUPPLIED FROM MULTIWIRE BRANCH CIRCUITS AND CONTAIN BALLASTS THAT CAN BE SERVICED IN PLACE SHALL HAVE A DISCONNECTING MEANS EITHER INTERNAL OR EXTERNAL TO THE FIXTURE PER NEC 410.73(GH) EFFECTIVE JANUARY 1, 2008 AUG 1 5 2017 PERMIT CENTER DECORATIVE WAREHOUSE 3. TESTING OF EMERGENCY LIGHTING IS REQUIRED. CALL FOR TESTING PRIOR TO FINAL INSPECTION. (TESTING MUST BE BY LINEAR FIXTURES TWO -HEAD LIGHTS TWO -HEAD LIGHTS CASHWRAP LIGHTS STOREFRONT LIGHTS OVERRIDE SWITCH ANP LIGHTING DISCONNECTING MAIN) W512—N—W-30K—RTC—BLC—GR12 11W LED 3 STYLED PENDANT. BLACK FINISHES LT -01A BLACK FINISH/BLACK GRILL BLACK FINISH. BLACK CORD. NOMINAL WITH WIRE GRILL ACCESSORY IN 12" DIAMETER. *ALL LIGHT FIXTURES TO BE FURNISHED BY OWNER THROUGH CITY LIGHTING. FOR QUESTIONS, CITY GHTING PRODUCTS - ST. LOUIS PERMIT ® RECESSED SPEAKER " ATLAS SOUND (B51— 4)— 4-70V— WHITE 2 RECESSED CEILING MOUNTED VICE PRESIDENT NATIONAL ACCOUNTS PHONE: 314-534-1090 AND xn� �- � �� It �� APPROVAL '< COPPER LIGHTING SURE-LITES 120 INCL. WHITE 2 EXIT - EMERGENCY EXIT LIGHT WALL FAX: 314-534-2810r EMAIL: MHOHL@CITYLIGHTING.COM "� �� D �' 2 LEM W/ BATTERY BACKUP MOUNTED, REFER TO ELECTRICAL 4 6 1 FROM ROAD PARAMUS, NJ 07652 973.253.9393 TEL 973.253.9390 F A X WWW.SARGARCH.COM ARCHITECTURAL SEAL: CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDf11ONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDmONS. A DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: Lids LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS. IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: JSH REVIEWED BY: ABM TITLE: UG PLAN SHEET NUMBER: E1.O 4 6 1 FROM ROAD PARAMUS, NJ 07652 973.253.9393 T E L 9 7 3. 2 5 3. 9 3 9 0 FAX WWW.SARGARCH .COM CONSULTANT (ENGINEER): ARCHITEC URAL SEAL: CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. A DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: SHOWN FOR REFERENCE VERIFY EXACT LOCATION FIELD. 30 AMP DISC. SW. ONLY. IN ( r ( A-20,22,24 A-30 WP — GFI r I CU -1 (ON ROOF) . _II /) 11 60'-5 7/8" LEASE LINE Y ADJACENT TENANT I SALES AREA 100 A-15 ACT -01 11'-0" A.F.F. A-17 A-16 A-21 A-14 +18" A.F.F. +18" A.F.F. +18" A.F.F. +18" A.F.F. 5 r -- ---..� ..� ."� ---Irk J TELE .i:�i� 1�1 . AFT: iii ... ... ::. ::. „, TEL PHONE ......., ..� — - I I 12 BOARD I I 1 1EXISTING II A-13 A-23 I I 101 STOCK ROOM ° EQUIPMENT TO J I I W OPEN 16'-6" A.F.F. ] REMAIN 1 • Ii 1 13 II POWER FOR CUSTOMIZATION SCREEN. I_ , 60 AMP 1 VERIFY LOCATION AND REQUIREMENTS DISC. SW. A-26,28 I 1 , — � FOR — — — — — 11 INSTALLATION. •� i r 1 w EXISTING ELECTRICAL J J I 1 / -.14•%� �� ... 9 ; 1 MALL w 2 PANEL "A" AHU-1 i ��: , ° � • I CONCOURSE —1 v 13 11 :��V� '� , , 1 010 I I F`D 0 �' J -n \ I I I 10 1 �� js . I di A-71 _ 11 0 A-8, A-10, I ; 118 2 12 13 4 1 A -12s' 3 4_1_I __� A-4 A-29 j L J •1 I +18' A.F.F. - r , 1 3 11 SW I +18" A.F.F. 1: • 1 , !_►1!1► -•ea 1 I a r_E L•�W!'�� ibis,ell • \ 3 13 _ I, 100 A-18 SOFFIT A_6 A-2 GYP. BD. 12'-10112 AFF A-19 100 SALES AREA 100 SALES AREA ACT -01B 10'-6" A.F.F. MILLWORK MT 10'-0" A.F.F. 100 SOFFIT GYP. BD.I 10'-0" AFF ADJACENT TENANT 1 ELECTRICAL FLOOR PLAN E1.1 SCALE: 1 /4"=1'-0" ' I NOT USED I SYMBOLS AND ABBREVIATIONSELECTRICAL I PLAN NOTES LEASE LINE 0 SYMBOL DESCRIPTION 1 EXISTING ELECTRICAL SERVICE. 100 AMP - 120/208 V, 3PH, 4W. REFER TO DETAIL #2 ON /--4/--- HOMERUN $ SWITCH THIS SHEET FOR MORE INFORMATION. S SINGLE DEDICATED RECEPTACLE 8 DUCT MOUNTED SMOKE DETECTOR 2 WIRE THROUGH TIME CLOCK. TORK SSA200R-24 BYPASS SWITCH DUPLEX RECEPTACLE SMOKE DETECTOR 3 QUAD RECEPTACLE TO BE MOUNTED IN CASHWRAP. FIELD VERIFY EXACT LOCATION WITH CASHWRAP MANUFACTURER. EXISTING TO REMAIN (IIP DUPLEX DUPLEX RECEPTACLE FOR SHOW WINDOW DISPLAY GFCI GROUND FAULT INTERRUPTER 4 ROUTE CONDUIT AND WIRE CONCEALED TO WALL. ROUTE CONDUITS BELOW FLOOR. CORE & PATCH FLOOR AS REQUIRED. ROUTE TO NEAREST WALL AND THEN UP TO NEW TIME CLOCK ACCESSIBLE CEILING SPACE FOR CONTINUATION. (7)DAY CALENDAR TYPE TORK DLC400BP. QUADRAPLEX RECEPTACLE IG ISOLATED GROUND (3) #3 CU & (1) #8 GND & (1) #8 I.G. IN 1-1/4" C 4 POLE 10 AMP �� QUADRAPLEX RECEPTACLE W/ (1) ® CLOCK RECEPTACLE 5 24"X30"X 4" FRT PLYWOOD TELEPHONE BOARD MOUNTED 3" BELOW CEILING GRID WITH 1" CONDUIT WITH PULL STRING TO LANDLORD TELEPHONE DISTRIBUTION POINT. VERIFY TO LL'S ELECTRICAL ETR, V.I.F. ONE (1) NEW LIGHTING GFCI ISOLATED GROUND DEDICATED OUTLET A.F.F. ABOVE FINISHED FLOOR ROUTING AND DISTANCE. DISTRIBUTION CONTACTOR - 6 POLES , ® TELEPHONE/DATA OUTLET COMMUNICATION STUB UP FOR PHONE/DATA LINE TO CASH REQISTER/CREDIT SWITCHBOARD 1 EACH ASCO 917 STANDARD 6 —$ A-1 NEMA MECHANICALLY O JUNCTION BOX LINA UNLESS NOTED OTHERWISE CARD/PHONE. OWNER TO PROVIDE SERVICE AND EQUIPMENT, ELECTRICAL CONTRACTOR TO INSTALL (1) 2"C WITH PULL STRING FROM CASHWRAP TO TELEPHONE BOARD. -- A-3 HELD WITH ACCESSORY 47 EXISTING TC2 C1 A-5 [11 EXHAUST FAN REFER TO SHEET E2.1/M2.1 ADA AMERICANS WITH DISABILITIES ACT 7 JUNCTION BOX AND DATA OUTLET FOR EMBROIDERY MACHINE. CONNECT AS REQUIRED 'A' _ N.I.C. NOT IN CONTRACT PANEL —$ A-11 ®\ REMOTE PILOT MTD. ON CEILING TO SIGNAL ACTIVATION OF DUCT MOUNTED SMOKE E INDICATES ELECTRICAL DEVICES ALREADY INSTALLED. 8 JUNCTION BOX FOR SIGNAGE. VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS FOR CONNECTION TO NEW LIDS STOREFRONT SIGN. VERIFY SIGN DETECTORS. G.C. IS TO CONFIRM THEIR LOCATION AND HEIGHT LOCAL DISCONNECTING MEANS AND FURNISH AS REQUIRED. RECEIVED • PUSH BUTTON AND MOVE IF REQ'D TO THE DIMENSIONS SHOWN. 9 NOT USED. CITY OF TUKWILA E-CLG INDICATES ELECTRICAL DISCONNECT SWITCH DEVICES ALREADY INSTALLED IN THE CEILING. G.C. IS TO CONFIRM THEIR LOCATION AND HEIGHT AND MOVE IF REQ'D TO THE DIMENSIONS SHOWN. 10 G.C. TO INSTALL NEW LIGHTSTAT THERMOSTAT (MODEL: TME -M)1 5 2017 FUSED DISCONNECT SWITCH 11 pp REFER TO MECHANICAL DRAWINGS FOR MORE INFORM/CTI ., I AT ITE R NOTE:PERMIT ' I� ACL m� Aar �_ INDOW DISPLAY. AND � 1. COMMUNICATION OUTLET WITH %" CONDUIT STUBBED UP TO ABOVE ACCESSIBLE CEILING BOTTOM ' OF BOX @ 16", UNLESS NOTED OTHER WISE. PROVIDE PULL STRING. �a.��p'~ ' �� a APPROVAL 2 ELECTRICAL SCHEMATIC 2. RECEPTACLES MOUNTED BOTTOM OF BOX @ 16" AFF UNLESS NOTED OTHERWISE. 3. SWITCH MOUNTED TOP OF BOX @ 45" A.F.F. a r+T10 •• I R S WINDO NAGE. VERIFY :7:',ttiEl l Via• Fr R i x, T I.l aVa - UaY P - ROUGH -IN.` E1.1 SCALE: NO SCALE 4 6 1 FROM ROAD PARAMUS, NJ 07652 973.253.9393 T E L 9 7 3. 2 5 3. 9 3 9 0 FAX WWW.SARGARCH .COM CONSULTANT (ENGINEER): ARCHITEC URAL SEAL: CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. A DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: Lids LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS. IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: JSH REVIEWED BY: ABM TITLE: ELECTRICAL FLOOR PLAN SHEET NUMBER: 4 6 1 FROM ROAD PARAMUS, N] 07652 9 7 3. 2 5 3. 9 3 9 3 TEL 9 7 3. 2 5 3. 9 3 9 0 FAX WWW.SARGARCH.COM ARCHITECTURAL SEAL: CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORTANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: Lida LIDS GENESCO NC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 ELECTRICAL SPECIFICATIONS 1. PANELBOARDS: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 1. GENERAL PROVISIONS: A. PANELBOARDS ARE EXISTING AND SHALL BE REUSED. PROVIDE ADDITIONAL BREAKERS AS REQUIRED TO CONNECT CIRCUITS AS SHOWN ON THE DRAWINGS. ADDITIONAL BREAKERS SHALL BE THERMAL MAGNETIC, A. PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE COMPLETE INSTALLATION OF THE QUICK -BREAK BOLT -ON CIRCUIT BREAKERS WITH ONE HANDLE FOR SINGLE OR MULTI -POLE RATINGS AND ELECTRICAL SYSTEMS OUTLINED. SHALL BE COMPATIBLE WITH EXISTING PANELS. B. OBTAIN ALL PERMITS, FEES, LICENSES, INSPECTIONS, AND CERTIFICATES OF COMPLIANCE OR APPROVAL AS B. PROVIDE NEW, TYPED PANELBOARD DIRECTORY REFLECTING NEW, FINAL CIRCUIT CONFIGURATIONS, REQUIRED BY THE AUTHORITIES. LISTING LOADS SERVED AND OTHER PERTINENT DATA. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST APPROVED EDITION OF THE NATIONAL 2. DISCONNECTS: A A' c q PANELBOARD E LBOARD 208Y/120V, 3PH, 4W ELECTRICAL CODE (NEC), AND ALL APPLICABLE LAWS, CODES, AND REGULATIONS OF THE GOVERNMENTAL A. DISCONNECTS SHALL BE EXTERNALLY OPERATED, • . BODIES. HAVING JURISDICTION OVER THE SITE.QUICK-BREAK, SAFETY, WITH PROVISIONS FOR PADLOCKING. FUSED AND NON-FUSED DISCONNECT SWITCHES SHALL BE PROVIDED AS INDICATED.. D. ALL TESTING REQUIRED BY AUTHORITIES SHALL BE CONSIDERED PART OF THIS WORK. B. INDOOR SWITCHES SHALL BE NEMA 1 AND OUTDOOR SWITCHES SHALL BE NEMA 3R UNLESS INDICATED (EXISTING) 100A M.C.B. - -- •. 10,000 AIC MOUNTING: SURFACE GROUND BUS LOCATION: STOCK ROOM E. DURING CONSTRUCTION, ALL FIXTURES, EQUIPMENT, CONDUIT, ETC. SHALL BE COVERED, PLUGGED, OR OTHERWISE. CAPPED AS REQUIRED TO KEEP CLEAN AND UNDAMAGED. ALL DAMAGED ITEMS SHALL BE RESTORED TO ORIGINAL CONDITION OR REPLACED. ALL PROTECTIVE COVERING SHALL BE REMOVED BEFORE FINAL 3. FUSES: DESCRIPTION WIRE BRKR PL KVA A B C PL BRKR WIRE DESCRIPTION ACCEPTANCE. 1 STOREFRONT SIGN (4,6,9) 10 20 1 1.20 0.36 1 20 12 SALES FLOOR RECEPT 2 A. FUSES PROTECTING CIRCUIT BREAKER PANELS SHALL BE CURRENT LIMITING U.L. CLASS RK -1 FUSES WITH 3 ENTRY/WINDOW LIGHTS (4,9) 12 20 1 0.18 1.20 1 20 12 EMBROIDERY STATION 4 F. PROVIDE ALL NECESSARY CUTTING AND PATCHING OF WALLS, FLOORS, CEILINGS, AND ROOFS AS 200,000 AMPERES RMS SYMMETRIC INTERRUPTING CAPACITY. FUSING ELEMENTS SHALL BE SILVER FOR 5 SALES LIGHTS (4,9) 12 20 1 0.87 1.08 1 20 12 CASHWRAP RECEPTS 6 NECESSARY. PATCH AROUND ALL OPENINGS SHALL MATCH ADJACENT AREA. COORDINATE ALL ROOFING RATINGS ABOVE 60 AMPERES. DELAY OF 10 SECONDS 7 STOREFRONT RECEPTS (4,9) 12 20 1 0.36 0.36 1 20 12 CASH REGISTER (1) 8 WORK WITH OWNER OR RESPONSIBLE PARTY, SO THAT THE EXISTING ROOFING WARRANTY WILL BE B. ALL OTHER FUSES SHALL BE U.L. CLASS RK -5, DUAL -ELEMENT WITH A MINIMUM TIME MAINTAINED. AT 500% RATING. FUSES SHALL HAVE CURRENT -LIMITING SHORT-CIRCUIT LINKS AND 200,000 AMPERES RMS 9 CUSTOMIZATION SCREEN 12 20 1 0.50 0.36 1 20 12 CASH REGISTER (1)10 SYMMETRIC INTERRUPTING CAPACITY. FUSING ELEMENTS SHALL BE COPPER. 11 STOCKROOM LIGHTS (4,9) 12 20 1 0.07 0.36 1 20 12 CASH REGISTER (1) 12 G. CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS AGAINST DEFECTS FOR A PERIOD OF ONE 13 SECURITY SYSTEM 12 20 1 0.36 0.72 1 20 12 SALES FLOOR RECEPTS 14 YEAR FROM FINAL ACCEPTANCE. 4. LIGHT FIXTURES: 15 STOCKROOM RECEPT 12 20 1 0.36 0.72 1 20 12 SALES FLOOR RECEPTS 16 17 STOCKROOM RECEPT 12 20 1 0.36 0.36 1 20 12 SALES FLOOR RECEPT 18 2. OPERATION AND MAINTENANCE MANUALS: A. WHERE LIGHT FIXTURES ARE MOUNTED IN A LAY -IN CEILING, PROVIDE A MINIMUM OF 2 SUPPORT WIRES 19 SALES DISPLAY 12 20 1 0.50 1.68 ATTACHED DIRECTLY BETWEEN EACH LIGHT FIXTURE AND THE BUILDING STRUCTURE. SUPPORT WIRES 3 20 12 CU -1 20 A. DURING THE COURSE OF CONSTRUCTION, COLLECT AND COMPILE OPERATING INSTRUCTIONS, WIRING SHALL BE A MINIMUM OF 12 GAUGE GALVANIZED STEEL WIRE, SOFT ANNEALED. 21 PHONE BOARD 12 20 1 0.36 1.68 22 DIAGRAMS, CATALOG CUTS, LUBRICATION AND PREVENTIVE MAINTENANCE INSTRUCTIONS, PARTS LISTS, 23 SALES DISPLAYS 12 20 1 0.50 1.68 24 ETC. FOR ALL EQUIPMENT FURNISHED UNDER THIS CONTRACT. B. FIXTURES ARE REQUIRED AT ALL LIGHTING OUTLETS SHOWN ON THE DRAWINGS. APPROVED LIGHTING 25 SPARE 20 1 4.06 2 40 8 AHU-1 26 FIXTURE WIRE IS REQUIRED IN ALL FIXTURES AND FIXTURE RACEWAYS. WEATHERPROOF WIRING IS 27 SPARE 20 1 4.06 28 B. ALL LITERATURE AND INSTRUCTIONS SHIPPED WITH THE EQUIPMENT SHALL BE SAVED FOR INCLUSION IN REQUIRED FOR EXTERIOR FIXTURES. ALL PARTS OF FIXTURES AND WIRING SHALL BE IN ACCORDANCE WITH MAINTENANCE MANUALS. NEC REQUIREMENTS. 29 LED SCREENS 12 20 1 0.72 0.18 1 20 12 CU -1 RECEPT 30 THE OPERATION AND TOTAL 9.60 9.41 6.18 KVA C. ALL LITERATURE LISTED ABOVE AND ALL PAPERS LISTING WARRANTIES, ETC., SHALL BE BOUND IN A 3 -RING C. ALL LIGHT FIXTURES SHALL CARRY U.L. AND E.T.L. LABELS. ALL FLUORESCENT FIXTURE BALLASTS SHALL BE BINDER AND LABELED WITH THE PROJECT NAME, ADDRESS, ARCHITECT, ENGINEER, CONTRACTORS, ETC. HIGH -FREQUENCY ELECTRONIC BALLASTS WITH A TOTAL HARMONIC DISTORTION OF LESS THAN 20%, PER NEC ARTICLE 220 80 79 52 AMPS REGARDLESS OF THE NUMBER OF LAMPS CONNECTED TO EACH BALLAST AND SHALL HAVE CBM LABEL. ALL TOTAL LOAD 25.18 KVA 70 AMPS 3. MANUFACTURERS: FLUORESCENT FIXTURES INSTALLED SHALL INCORPORATE BALLAST PROTECTION. ALL FLUORESCENT FEEDER LOAD 25.76 KVA 72 AMPS BALLASTS SHALL HAVE AN AUDIBLE NOISE RATING OF "CLASS A" OR BETTER. ALL FLUORESCENT BALLASTS A. MANUFACTURERS, MODEL NUMBERS, ETC. INDICATED OR SCHEDULED ON THE DRAWINGS SHALL BE SHALL HAVE A POWER FACTOR GREATER THAN 98% WHEN USED WITH PRIMARY LAMP. INTERPRETED AS HAVING ESTABLISHED A STANDARD OF QUALITY AND SHALL NOT BE CONSTRUED AS LIMITING COMPETITION. ARTICLES, FIXTURES, ETC. OF EQUAL QUALITY BY MANUFACTURERS SHALL BE D. ALL FLUORESCENT LAMPS SHALL BE 3500 K COLOR TEMPERATURE WITH A MINIMUM COLOR RENDERING ACCEPTABLE, SUBJECT TO STRUCTURAL AND ELECTRICAL CONSTRAINTS OF THE PROJECT DESIGN, UNLESS INDEX (CRI) OF 82. NOTED OTHERWISE. E. ALL INTERIOR FLUORESCENT LUMINAIRES THAT UTILIZE DOUBLE -ENDED LAMPS AND CONTAIN BALLASTS 4. TESTING AND BALANCING: THAT CAN BE SERVICED IN PLACE OR BALLASTED LUMINAIRES THAT ARE SUPPLIED FROM MULTIWIRE BRANCH CIRCUITS AND CONTAIN BALLASTS THAT CAN BE SERVICED I PLACE SHALL HAVE A DISCONNECTING A. ALL CIRCUITS SHALL BE TESTED FOR CONTINUITY, SHORTS, AND GROUNDS BEFORE CONNECTING TO THE MEANS EITHER INTERNAL OR EXTERNAL TO THE FIXTURE PER NEC 410.73(G). PROPER PHASE AS DESIGNED TO BALANCE THE LOADING BETWEEN PHASES. 5. SLEEVES: B. POWER AND LIGHTING PANELS SHALL BE PROPERLY PHASED TO DISTRIBUTE THE LOAD AND SHALL BE CONNECTED AND ADJUSTED TO OPERATE AS SPECIFIED. A. PROVIDE, SET, AND PROPERLY LOCATE PIPE SLEEVES AS REQUIRED FOR THIS WORK. C. ALL MOTORS AND SIMILAR EQUIPMENT SHALL BE CHECKED FOR PROPER PHASE ROTATION AND OPERATION. B. INTERIOR PARTITIONS: 16 GAUGE GALVANIZED STEEL, PACK BETWEEN CONDUIT AND SLEEVE WITH FIRE SAFING AND CAULK AT EACH END WITH FIRE-RESISTANT SEALANT. 5. RACEWAYS: C. ROOF: PROSET OR EQUAL, MANUFACTURED PVC SCHEDULE 40 PIPE SLEEVE WITH WEATHERPROOF SEAL. A. CONDUIT INSIDE THE BUILDING SHALL BE METALLIC TUBING (EMT), BEARING THE UL LABEL, WITH COORDINATE WITH ROOFING CONTRACTOR AND FLASH AS REQUIRED TO MAINTAIN ROOF WARRANTY. COMPRESSION TYPE FITTINGS. 6. GROUNDING: B. CONDUIT EXPOSED TO THE WEATHER, INSTALLED UNDERGROUND, IN CONCRETE, OR USED FOR SERVICE ENTRANCE SHALL BE STANDARD RIGID CONDUIT (GALVANIZED) WITH THREADED FITTINGS. A. GROUND ALL ELECTRICAL APPARATUS IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC) 250 AND ANY LOCAL REQUIREMENTS. ENSURE CONTINUOUS BOND WHERE FLEXIBLE CONDUIT IS USED. PROVIDE C. UNDERGROUND CONDUIT MAY BE POLYVINYL CHLORIDE WITH A DEFLECTION TEMPERATURE UNDER LOAD BONDING JUMPER INSIDE ALL FLEXIBLE CONDUIT. AT 264 PSI, OF 78 DEGREES C, AND A TENSILE STRENGTH OF 5,200 PSI. JOINTS SHALL BE FLUSH SOLVENT WELDED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. CONDUIT SHALL BE EQUAL TO B. BOND METAL PIPING SYSTEMS IN COMPLIANCE WITH NEC 250.4(A)(4). CARLON POWER AND COMMUNICATIONS DUCT TYPE DB (DIRECT BURIAL). CONDUIT AND FITTINGS SHALL BE PRODUCED BY THE SAME MANUFACTURER. 7. REMODELING WORK: D. FLEXIBLE METAL CONDUIT SHALL ONLY BE USED FOR CONNECTIONS TO MOTORS, TRANSFORMERS, AND A. DEMOLITION: DISCONNECT, DEMOLISH, AND REMOVE ABANDONED ELECTRICAL MATERIALS AND EQUIPMENT LIGHT FIXTURES. MAXIMUM LENGTH SHALL BE 6'-0". INDICATED TO BE REMOVED AND NOT INDICATED TO BE SALVAGED OR REMAIN. 6. CONDUCTORS: B. EQUIPMENT TO BE SALVAGED: A. WIRES SHALL BE CONTINUOUS WITHOUT SPLICES OR TAPS IN CONDUIT RUNS. ALL SPLICES SHALL BE MADE 1) DISCONNECT AND REMOVE EXISTING ELECTRICAL EQUIPMENT INDICATED TO BE REMOVED AND IN JUNCTION, PULL, OR OUTLET BOXES. ALL WIRE SHALL BE INSTALLED IN CONDUIT, WIREWAYS, OR OTHER SALVAGED. DELIVER EQUIPMENT TO THE LOCATION DESIGNATED BY THE OWNER FOR STORAGE. PROTECTIVE COVER SANCTIONED BY CODE. 2) ALL MATERIALS AND EQUIPMENT DESIGNATED TO BE REUSED OR RELOCATED SHALL BE CAREFULLY B. CONDUCTORS FOR LIGHTING AND POWER SHALL BE COPPER, MINIMUM NO. 12 AWG, 600 VOLT. REMOVED AND STORED UNTIL NEEDED FOR REMODELING WORK. ALL ITEMS SHALL BE RESTORED TO "LIKE NEW" CONDITIONS WITH RUST OR CORROSION REMOVED, SURFACE PAINT TOUCHED UP OR C. NO. 10 GAUGE AND SMALLER CONDUCTORS SHALL BE TYPE THWN (WET LOCATIONS) OR THHN (DRY REPAINTED AS REQUIRED TO MATCH NEW CONSTRUCTION, AND THOROUGHLY CLEANED AND LOCATIONS), SOLID CONDUCTOR, UNLESS OTHERWISE INDICATED. INSPECTED. ANY ITEMS WHICH BECOME DAMAGED BEYOND REPAIR AS A RESULT OF CONSTRUCTION OR DEMOLITION ACTIVITY SHALL BE REPLACED WITH NEW MATERIAL EQUIVALENT IN EVERY D. NO. 8 GAUGE AND LARGER CONDUCTORS SHALL BE TYPE THWN (WET LOCATIONS) OR THHN (DRY RESPECT.HERE EXISTING CONDUITS TERMINATE AT AN EXISTING OUTLET IN A WALL, CEILING, OR FLOOR LOCATIONS), STRANDED, UNLESS OTHERWISE INDICATED. TO BE REMOVED, DISCONNECT AND REMOVE DEVICE AND WIRE FROM CONDUIT. CONDUIT SHALL BE CUT BACK AND CAPPED (BELOW THE FLOOR OR ABOVE THE CEILING) SO NOT TO CREATE AN E. SERVICE ENTRANCE AND PANEL FEEDER CONDUCTORS, NO. 3 GAUGE AND LARGER SHALL BE TYPE XHHW-2 OBSTRUCTION. PATCH FLOOR TO MATCH EXISTING. (WET LOCATIONS) OR THHN (DRY LOCATIONS), STRANDED COPPER, UNLESS OTHERWISE INDICATED. C. DISPOSAL AND CLEANUP: REMOVE FROM THE SITE AND LEGALLY DISPOSE OF DEMOLISHED MATERIALS AND 7. MC CABLE: EQUIPMENT NOT INDICATED TO BE SALVAGED. A. MC CABLE SHALL CONSIST OF INTERLOCK ARMORED CABLE MADE OF THREE OR FOUR TYPE THHN SOLID (#8 D. PROTECT ADJACENT MATERIALS INDICATED TO REMAIN. INSTALL AND MAINTAIN DUST AND NOISE BARRIERS AWG AND LARGER MAY BE STRANDED) COPPER CONDUCTORS INSULATED WITH HEAT AND TO KEEP DIRT, DUST, AND NOISE FROM BEING TRANSMITTED TO ADJACENT AREAS. REMOVE PROTECTION MOISTURE -RESISTANT POLYVINYL CHLORIDE (PVC), WITH NYLON OR EQUIVALENT UL LISTED JACKET, PER UL AND BARRIERS AFTER REMODELING OPERATIONS ARE COMPLETE. STANDARD 83. THE THREE CONDUCTORS SHALL BE TWISTED TOGETHER WITH THE COPPER GROUNDING CONDUCTOR, SUITABLE FILLERS, AND WRAPPED IN BINDER TAPE. THE ASSEMBLY SHALL BE ARMORED WITH E. PROVIDE ALL ALTERATIONS AND WORK INDICATED AND/OR REQUIRED FOR THE PROPER INSTALLATION AND SPIRALLY WRAPPED INTERLOCKED ARMOR OR ALUMINUM OR GALVANIZED STEEL. USE ONLY WHERE OPERATION OF ALL EXISTING ELECTRICAL SYSTEMS, INTEGRATING THE NEW AND EXISTING AREAS. LOCATE, PERMITTED BY AHJ AND LANDLORD. IDENTIFY, AND PROTECT ELECTRICAL SERVICES PASSING THROUGH_ REMODELING AREA AND SERVING OTHER AREAS OUTSIDE THE REMODELING LIMITS. MAINTAIN SERVICES TO AREAS OUTSIDE REMODELING B. CABLES SHALL BE TESTED IN ACCORDANCE WITH UL STANDARD 1564 FOR TYPE MC CABLE AND RATED AT LIMITS. WHEN SERVICES MUST BE INTERRUPTED, INSTALL TEMPORARY SERVICES FOR AFFECTED AREAS. 600 VOLTS, 90 DEG. C FOR DRY LOCATIONS AND 75 DEG. C FOR WET LOCATIONS. 1) ABANDONED CONDUIT SHALL HAVE WIRE REMOVED AND SHALL BE CAPPED. ABANDONED OUTLETS IN 8. WIRING DEVICES: WALLS OR PARTITIONS SHALL HAVE DEVICES AND WIRE REMOVED, AND SHALL BE COVERED. A. WALL SWITCHES SHALL BE SPECIFICATION GRADE, QUIET TYPE, FLUSH TOGGLE SWITCHES, RATED FOR 20 2) WHERE EXISTING CONDUITS TERMINATE AT AN EXISTING OUTLET IN A WALL, CEILING, OR FLOOR TO BE AMPS, WITH THERMOPLASTIC COVER PLATES. REMOVED, DISCONNECT AND REMOVE DEVICE AND WIRE FROM CONDUIT. CONDUIT SHALL BE CUT BACK PANELBOARD NOTES OTES ( ) AND CAPPED (BELOW THE FLOOR OR ABOVE THE CEILING) SO NOT TO CREATE AN OBSTRUCTION. 1) SINGLE POLE: HUBBELL #CS1221-X OR EQUAL. PATCH FLOOR TO MATCH EXISTING. 2) THREE-WAY: HUBBELL #CS1223-X OR EQUAL. 3) WHERE EXISTING CIRCUITS EXTEND BEYOND THE OUTLET IN THE EXISTING WALL, CEILING, OR FLOOR TO BE REMOVED, FURNISH AND INSTALL NEW CONDUIT AND WIRE TO EITHER REROUTE THE CIRCUIT OR B. RECEPTACLES SHALL BE SPECIFICATION GRADE, DUPLEX, GROUNDING, THREE -WIRE TYPE, RATED FOR 20 FEED THE REMAINING OUTLET(S) FROM ANOTHER ELECTRICAL SOURCE, BUT IN SUCH A MANNER AS AMPS, WITH THERMOPLASTIC COVER PLATES. HUBBELL #CR5352-X OR EQUAL. NOT TO REVISE THE CIRCUIT. ALL REROUTED CONDUIT SHALL BE APPROVED BY THE ARCHITECT. C. GROUND FAULT INTERRUPTER RECEPTACLES (GFI) SHALL BE HUBBELL #GF20-XL. DEVICE COVER PLATES 4) WHERE EXISTING CIRCUITS IN A WALL, CEILING, OR FLOOR TO BE REMOVED ARE ESSENTIAL TO SHALL BE AS HEREINBEFORE SPECIFIED. MAINTAIN OPERATION OF OTHER REMAINING OUTLETS, RELOCATE THE OUTLET TO A NEW CONVENIENT LOCATION. EXISTING WIRING DEVICES SHALL NOT BE REUSED, UNLESS OTHERWISE INDICATED. D. ISOLATED GROUND RECEPTACLES (IG) SHALL BE HUBBELL #CR5352IG, ORANGE COLOR. DEVICE COVER PLATES SHALL BE AS HEREINBEFORE SPECIFIED. 5) WHERE LIGHT FIXTURES ARE INDICATED TO BE DEMOLISHED, REMOVE ALL WIRE AND MODIFY THE EXISTING CONDUIT (IF APPLICABLE) FOR THE NEW LIGHTING. ALL UNUSED CONDUIT SHALL BE E. RECEPTACLES OUTSIDE BUILDING AND WHERE NOTED AS WEATHERPROOF, SHALL BE AS HEREINBEFORE REMOVED. SPECIFIED EXCEPT SHALL BE INSTALLED IN A WEATHERPROOF ENCLOSURE WHICH SHALL BE INTERMATIC #WP1010MC OR #WP1010HMC DIE-CAST METAL WEATHERPROOF RECEPTACLE COVER. COVER SHALL BE 6) WHERE A TELEPHONE CIRCUIT EXTENDS BEYOND AN OUTLET IN AN EXISTING WALL, CEILING, OR FLOOR WEATHERPROOF -RATED WHILE IN USE. TO BE REMOVED, PROVIDE NECESSARY EMPTY CONDUIT AND NOTIFY THE ARCHITECT WHO WILL REQUEST THE OWNER TO ARRANGE WITH THE TELEPHONE COMPANY FOR NEW WIRING TO OUTLETS F. VERIFY COLOR OF DEVICES AND DEVICE COVER PLATES WITH ARCHITECT. THAT REMAIN. (1) PROVIDE ISOLATED GROUND WIRE. (2) INSTALL LOCKING DEVICE (LOCK -OFF FOR MAINTENANCE). (3) INSTALL LOCKING DEVICE (LOCK -ON FOR CRITICAL LOAD). (4) WIRE THROUGH LIGHTING CONTACTOR. (5) PROVIDE GFI BREAKER. (6) CONDUCTOR SIZE HAS BEEN INCREASED FOR VOLTAGE DROP. SIZE EQUIPMENT GROUNDING CONDUCTOR PROPORTIONALLY PER NEC. RECEIVED (7) COORDINATE WITH UTILITY AND LANDLORD EQUIPMENT FOR AVAIL��FLITU }`� CURRENT INTERRUPTING RATINGS. AUG 1 5 2017 (8) REFER TO POWER RISER DIAGRAM FOR WIRE SIZES. PERMIT CENTER (9) WIRE THROUGH TIME CLOCK. W I LA 9. BOXES: 7) WHERE EXISTING CONDUIT AND WIRE RUNS ARE LOCATED IN OR ATTACHED TO AN EXISTING WALL, -LOWER-CASE LETTERING ON PANELBOARD SCHEDULES REPRESENTS LOADS THAT CEILING, OR FLOOR TO BE REMOVED, THEY SHALL BE REROUTED IN EITHER NEW OR EXISTING A. HOT DIPPED GALVANIZED STEEL BOXES. PROVIDE TYPE TO SUIT CONDITIONS FOR INSTALLATION. CONSTRUCTION TO MAINTAIN CONTINUITY OF CIRCUITS UNLESS OTHERWISE INDICATED. B. ALL BOXES SHALL BE FLUSH MOUNTED UNLESS INDICATED OTHERWISE. 8) CONDUIT SHALL BE CONCEALED WITHIN THE EXISTING BUILDING CONSTRUCTION WHEREVER POSSIBLE, EXCEPT WHERE OTHERWISE INDICATED. ARE EXISTING TO REMAIN. -UPPER-CASE LETTERING ON PANELBOARD MODIFIED LOADS. ' `' SCHEDULES REPRESENTS N (gA RATE PERMITAf D 9) EXISTING WIRE SHALL BE DISCONNECTED AND REMOVED WHEREVER EXISTING CIRCUITS ARE ABANDONED. OP pp �� APPROVAL QUIRED 4 6 1 FROM ROAD PARAMUS, N] 07652 9 7 3. 2 5 3. 9 3 9 3 TEL 9 7 3. 2 5 3. 9 3 9 0 FAX WWW.SARGARCH.COM ARCHITECTURAL SEAL: CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORTANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: Lida LIDS GENESCO NC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: JSH REVIEWED BY: ABM TITLE: ELECTRICAL SPECIFICATIONS AND PANELS SHEET NUMBER: E 1 a 3 DRAWING INDEX S0.1 S1.0 S3.0 S4.0 DRAWING INDEX AND GENERAL STRUCTURAL NOTES STOREFRONT FRAMING PLAN SECTIONS DETAILS GENERAL STRUCTURAL NOTES STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THESE DRAWINGS INTO THEIR SHOP DRAWINGS AND WORK. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. CODE REQUIREMENTS: CONFORM TO THE WASHINGTON STATE BUILDING CODE (SBC), BASED ON THE 2015 INTERNATIONAL BUILDING CODE (IBC). TEMPORARY CONDITIONS: THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD. EXISTING CONDITIONS: ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS. DESIGN CRITERIA: DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE SBC. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS (L.L.) REDUCED PER SBC: SPECIAL INSPECTION: SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF THE SBC AS SUMMARIZED IN THE SPECIAL INSPECTION PROGRAM ON SHEET S0.1. CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE INSPECTIONS. SUBMITTALS: SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION OF ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: SUBMITTALS ITEM SUBMITTAL (1,4) DEFERRED SUBMITTAL (2,4) COMMENTS LIGHT GAUGE METAL FRAMING X FOOTNOTES: 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION OF STRUCTURAL ITEMS. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE SUBJECT TO REVIEW AND ACCEPTANCE OF THE STRUCTURAL ENGINEER. 2. DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON, AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE OSSC AND AS NOTED UNDER "DESIGN CRITERIA". 3. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM OR ADD TO THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO CONSTRUCTION. 4. THE USE OF REPRODUCTIONS OR PHOTOCOPIES OF THE CONTRACT DRAWINGS SHALL NOT BE PERMITTED. WHEN CAD OR REVIT FILES ARE PROVIDED TO THE CONTRACTOR OR SUBCONTRACTORS, IT IS THE RESPONSIBILITY OF THE DETAILERS TO REMOVE ALL INFORMATION NOT DIRECTLY RELEVANT TO THE CREATION OF THE PLACING DRAWINGS AS WELL AS ALL REFERENCES TO THE OUTSIDE SOURCE FILES. CONCRETE ACCESSORIES: POST -INSTALLED ANCHORS SHALL BE OF THE TYPE AND PRODUCT SPECIFIED ON THE DRAWINGS OR AS FOLLOWS: POST INSTALLED CONCRETE ANCHORS TYPE APPROVED ANCHORS CONCRETE SCREW ( HILTI KWIK HUS -EZ (ICC ESR -3027) ALL ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND PRODUCT EVALUATION REPORTS. EMBEDMENTS SPECIFIED ON DRAWINGS ARE "EFFECTIVE" EMBEDMENTS. REFERENCE MANUFACTURER LITERATURE FOR CORRESPONDING ACTUAL EMBEDMENT DEPTHS. REQUESTS FOR ANCHOR SUBSTITUTIONS SHALL BE SUBMITTED TO THE EOR IN WRITING ALONG WITH EVIDENCE OF EQUAL OR GREATER CAPACITY TO THE SPECIFIED CONNECTION. DO NOT CUT REINFORCING IN NEW OR EXISTING CONCRETE DURING INSTALLATION. LIGHT GAUGE METAL FRAMING: METAL STUDS SHALL BE C -STUDS WITH A MINIMUM YIELD STRENGTH OF 33,000 PSI FOR 33 AND 43 MIL AND 50,000 PSI FOR 54, 68 AND 97 MIL THICKNESSES. GAUGE PLATE AND STRAPS SHALL HAVE A MINIMUM YIELD STRENGTH OF 30,000 PSI FOR 33 AND 43 MIL AND 50,000 PSI FOR 54, 68 AND 97 MIL THICKNESSES. LIGHT GAUGE FRAMING SHALL BE OF THE SIZE, GAUGE, AND SPACING SHOWN ON THE DRAWINGS. THE AMERICAN IRON AND STEEL INSTITUTE AND STEEL STUD MANUFACTURES ASSOCIATION (SSMA) STANDARDS ARE USED IN THIS PACKAGE. PRODUCTS USED SHALL MEET OR EXCEED AISI STANDARDS AND ARE DESIGNATED BY: 362 S 162 - 33 WEB SIZE � %� "\ \ THICKNESS (MILS) MEMBER TYPE FLANGE SIZE PROVIDE BRIDGING ADEQUATE TO DEVELOP THE FULL MOMENT CAPACITY OF STUDS IN CONFORMANCE WITH THE STEEL STUD MANUFACTURERS ASSOCIATION'S (SSMA) RECOMMENDATIONS. ALL FIELD CUTTING OF STUDS MUST BE BY SAWING, SHEARING, OR PLASMA CUTTING. OTHER CUTTING METHODS OF COLD -FORMED MEMBERS ARE UNACCEPTABLE. NO NOTCHING OR COPING OF STUDS IS ALLOWED, UNLESS NOTED OTHERWISE. ENDS OF AXIAL LOAD BEARING WALL STUDS SHALL HAVE SQUARE END CUTS AND SHALL BE SEATED TIGHT AGAINST THE TRACKS WITH A MAXIMUM GAP TOLERANCE OF 1/8" BETWEEN THE STUD AND TRACK. FOR STUDS WITH A MATERIAL THICKNESS OF 68 MIL AND GREATER, THE MAXIMUM GAP TOLERANCE IS REDUCED TO 1/16". SPLICING OF WALL STUDS OR HEADERS IS NOT ALLOWED, UNLESS NOTED OTHERWISE. CONTRACTOR TO ENSURE PUNCH OUT ALIGNMENT WHEN ASSEMBLING LATERAL BRACING AND FIELD CUTTING STUDS TO LENGTH. ALL HEADERS/BUILT-UP BEAMS ARE TO BE CONSTRUCTED WITH UNPUNCHED MATERIAL ONLY. LIGHT GAUGE FRAMING CONNECTIONS SHALL BE AS FOLLOWS: LIGHT GAUGE METAL FRAMING CONNECTIONS FASTENER DESIGN CRITERIA SCREWS ELCO DRIL-FLEX OR HILTI KWIK-FLEX (ESR -3332) GRAVITY SYSTEM CRITERIA ROOF LIVE/SNOW LOADS: CONTINUOUS 1 25 PSF L.L. (ALSO SEE SNOW LOAD CRITERIA BELOW) FLOOR LIVE LOADS: 1 UNIFORM LOAD 1CONCENTRATED LOAD ASSEMBLY AREAS, RETAIL X (NOTE 8) 1 100 PSF L.L. 1 2,000 LBS. INTERIOR WIND CRITERIA INTERNAL PRESSURE 5 PSF SEISMIC CRITERIA RISK CATEGORY II SEISMIC DESIGN CATEGORY D SITE CLASS D (ASSUMED) IMPORTANCE FACTOR IE = 1.0 MCE SPECTRAL ACCELERATION Ss = 1.46 S1 = 0.54 SITE COEFFICIENT Fa = 1.00 Fv = 1.50 DESIGN SPECTRAL ACCELERATION SDS = 0.97 SD1 = 0.54 SNOW CRITERIA DESIGN ROOF SNOW LOAD 25 PSF MINIMUM IN ACCORDANCE WITH OBC GROUND SNOW LOAD Pg= 15 PSF FLAT ROOF. SNOW LOAD Pf = 11 PSF SNOW EXPOSURE FACTOR Ce = 1.0 SNOW LOAD IMPORTANCE FACTOR Is = 1.0 THERMAL FACTOR Ct = 1.0 WIND CRITERIA INTERNAL PRESSURE 1 5 PSF SPECIAL INSPECTION: SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF THE SBC AS SUMMARIZED IN THE SPECIAL INSPECTION PROGRAM ON SHEET S0.1. CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE INSPECTIONS. SUBMITTALS: SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION OF ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: SUBMITTALS ITEM SUBMITTAL (1,4) DEFERRED SUBMITTAL (2,4) COMMENTS LIGHT GAUGE METAL FRAMING X FOOTNOTES: 1. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION OF STRUCTURAL ITEMS. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE SUBJECT TO REVIEW AND ACCEPTANCE OF THE STRUCTURAL ENGINEER. 2. DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON, AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE OSSC AND AS NOTED UNDER "DESIGN CRITERIA". 3. FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM OR ADD TO THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO CONSTRUCTION. 4. THE USE OF REPRODUCTIONS OR PHOTOCOPIES OF THE CONTRACT DRAWINGS SHALL NOT BE PERMITTED. WHEN CAD OR REVIT FILES ARE PROVIDED TO THE CONTRACTOR OR SUBCONTRACTORS, IT IS THE RESPONSIBILITY OF THE DETAILERS TO REMOVE ALL INFORMATION NOT DIRECTLY RELEVANT TO THE CREATION OF THE PLACING DRAWINGS AS WELL AS ALL REFERENCES TO THE OUTSIDE SOURCE FILES. CONCRETE ACCESSORIES: POST -INSTALLED ANCHORS SHALL BE OF THE TYPE AND PRODUCT SPECIFIED ON THE DRAWINGS OR AS FOLLOWS: POST INSTALLED CONCRETE ANCHORS TYPE APPROVED ANCHORS CONCRETE SCREW ( HILTI KWIK HUS -EZ (ICC ESR -3027) ALL ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND PRODUCT EVALUATION REPORTS. EMBEDMENTS SPECIFIED ON DRAWINGS ARE "EFFECTIVE" EMBEDMENTS. REFERENCE MANUFACTURER LITERATURE FOR CORRESPONDING ACTUAL EMBEDMENT DEPTHS. REQUESTS FOR ANCHOR SUBSTITUTIONS SHALL BE SUBMITTED TO THE EOR IN WRITING ALONG WITH EVIDENCE OF EQUAL OR GREATER CAPACITY TO THE SPECIFIED CONNECTION. DO NOT CUT REINFORCING IN NEW OR EXISTING CONCRETE DURING INSTALLATION. LIGHT GAUGE METAL FRAMING: METAL STUDS SHALL BE C -STUDS WITH A MINIMUM YIELD STRENGTH OF 33,000 PSI FOR 33 AND 43 MIL AND 50,000 PSI FOR 54, 68 AND 97 MIL THICKNESSES. GAUGE PLATE AND STRAPS SHALL HAVE A MINIMUM YIELD STRENGTH OF 30,000 PSI FOR 33 AND 43 MIL AND 50,000 PSI FOR 54, 68 AND 97 MIL THICKNESSES. LIGHT GAUGE FRAMING SHALL BE OF THE SIZE, GAUGE, AND SPACING SHOWN ON THE DRAWINGS. THE AMERICAN IRON AND STEEL INSTITUTE AND STEEL STUD MANUFACTURES ASSOCIATION (SSMA) STANDARDS ARE USED IN THIS PACKAGE. PRODUCTS USED SHALL MEET OR EXCEED AISI STANDARDS AND ARE DESIGNATED BY: 362 S 162 - 33 WEB SIZE � %� "\ \ THICKNESS (MILS) MEMBER TYPE FLANGE SIZE PROVIDE BRIDGING ADEQUATE TO DEVELOP THE FULL MOMENT CAPACITY OF STUDS IN CONFORMANCE WITH THE STEEL STUD MANUFACTURERS ASSOCIATION'S (SSMA) RECOMMENDATIONS. ALL FIELD CUTTING OF STUDS MUST BE BY SAWING, SHEARING, OR PLASMA CUTTING. OTHER CUTTING METHODS OF COLD -FORMED MEMBERS ARE UNACCEPTABLE. NO NOTCHING OR COPING OF STUDS IS ALLOWED, UNLESS NOTED OTHERWISE. ENDS OF AXIAL LOAD BEARING WALL STUDS SHALL HAVE SQUARE END CUTS AND SHALL BE SEATED TIGHT AGAINST THE TRACKS WITH A MAXIMUM GAP TOLERANCE OF 1/8" BETWEEN THE STUD AND TRACK. FOR STUDS WITH A MATERIAL THICKNESS OF 68 MIL AND GREATER, THE MAXIMUM GAP TOLERANCE IS REDUCED TO 1/16". SPLICING OF WALL STUDS OR HEADERS IS NOT ALLOWED, UNLESS NOTED OTHERWISE. CONTRACTOR TO ENSURE PUNCH OUT ALIGNMENT WHEN ASSEMBLING LATERAL BRACING AND FIELD CUTTING STUDS TO LENGTH. ALL HEADERS/BUILT-UP BEAMS ARE TO BE CONSTRUCTED WITH UNPUNCHED MATERIAL ONLY. LIGHT GAUGE FRAMING CONNECTIONS SHALL BE AS FOLLOWS: LIGHT GAUGE METAL FRAMING CONNECTIONS FASTENER PRODUCT SCREWS ELCO DRIL-FLEX OR HILTI KWIK-FLEX (ESR -3332) PAF'S HILTI X -U (ESR -2269) FOR SCREWS, PROVIDE 3/4" MINIMUM CLEARANCE FROM ALL EDGES AND 3/4" MINIMUM CENTER TO CENTER SPACING. FASTENERS OF COMPARABLE SPECIFICATIONS AND LOAD CAPACITIES MAY BE SUBMITTED FOR APPROVAL. STATEMENT OF SPECIAL INSPECTION STATEMENT OF SPECIAL INSPECTION NOTES: 1. SPECIAL INSPECTIONS SHALL CONFORM TO SECTION 1705 OF THE WASHINGTON STATE BUILDING CODE, CONTRACT DOCUMENTS AND APPROVED SUBMITTALS. REFER TO TABLES 1 THROUGH 1A FOR SPECIAL INSPECTION REQUIREMENTS. 2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF ASTM E329 (MATERIALS). THE INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE STRUCTURAL ENGINEER AND ARCHITECT A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE APPROVED BY THE BUILDING OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1.1 OF AWS D1.1. 3. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. 4. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER, ARCHITECT, CONTRACTOR, AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. 5. INSPECTION TYPES CONTINUOUS : THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. PERIODIC : THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK. 6. SPECIAL INSPECTION OF MECHANICAL POST INSTALLED ANCHORS SHALL BE IN STRICT CONFORMANCE WITH THE ICC REPORT AND MANUFACTURERS INSTALLATION REQUIREMENTS. ANCHOR INSTALLERS SHALL BE QUALIFIED AS REQUIRED BY JURISDICTION REQUIREMENTS. o INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS. o SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE ANCHORS WERE INSPECTED PER APPROVED ANCHOR EVAULATION REPORT. TABLE 1 - REQUIRED STRUCTURAL SPECIAL INSPECTIONS SYSTEM OR MATERIAL INSPECTION REMARKS OSSC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY (NOTE 6) CONTINUOUS PERIODIC POST INSTALLED CONCRETE ANCHORS POST INSTALLED ANCHORS INSTALLATION IN HARDENED CONCRETE 1908.5 1909.1 ACI 318: 1.3, 3.8.6 X (NOTE 8) INSPECTION REQUIREMENTS PER ICC EVALUATION REPORT REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 5 2017 PERMIT CENTER M01- 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL 2 973.253.93FAX WWW .SARGARCH.COM CONSULTANT (ENGINEER): 1 111 SW Fifth Ave., Suite 2500 Portland, OR 97204 0: 503.227.3251 F: 503.227.7980 www.kpff.com ENGINEER SEAL: CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: id5 LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 10021700876 DRAWN BY: CC REVIEWED BY: TCS TITLE: DRAWING INDEX AND GENERAL STRUCTURAL NOTES SHEET NUMBER: 30.1 0) v 7 at 12:53pm By. 60'-51%6" LEASE LINE LEASELINE ADJACENT TENANT (E) DEMISING WALL BUILT-UP POST REF. 1/S4.0 TYP. OF (4) (N) AIR HANDLER - UNIT SUSPENDED FROM ROOF ABOVE OPERATING WT = 165 LBS r P1000T P1000T (E) OWJ @ 6'-0" o.c. (V.I.F.) SPAN DIRECTION OF (E) METAL ROOF DECK (V.I.F.) ROOF FRAMING NOT SHOWN FOR CLARITY ADJACENT TENANT STOREFRONT FRAMING PLAN �(EDEMISING WALL l ) MALL CONCOURSE 600S162-54 BOX HEADER 16'-03/a" LEASE LINE TYP. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 1 5 2017 PERMIT CENTER 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL 973.253.9390 FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): 1 111 SW Fifth Ave., Suite 2500 Portland, OR 97204 0:.503.227.3251 F: 503.227.7980 www.kpff.com ENGINEER SEAL: CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. A DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: Lids LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 10021700876 DRAWN BY: CC REVIEWED BY: TCS TITLE: STOREFRONT FRAMING PLAN SHEET NUMBER: S1.0 r at 12:53pm By: travis 0 CV (E) WF ROOF BEAM TYP. CONT. L2x2x18 GA. w/ #10 SCREW EACH LEG EACH STUD 362S162-33 BRACE @ 4'-0" o.c. REF. 4/S4.0 FOR ATTACHMENT TO STRUCTURE (4) #10 SCREWS TYP. 362S162-33 @ 16" o.c. TYP. U.N.O. 10'-8" A.F.F. 19-1 B.O. ACT CEILING/ 10'-0" A.F.F. B.O. SOFFIT SALES AREA 5 1 'G`c.GYA1CG"d. M CV 3'4" 11 4'-5" BUILT-UP POST BEYOND REF. PLAN TYP. (E) MALL BULKHEAD TO REMAIN BOX HEADER REF. PLAN TYP. SIGN AND ATTACHMENT BY OTHERS 16'- 6X" A.F.F. AIL B.O. MTL DECK 13'- 11Y8" A.F.F. B.O. MALL CEILING 12'-101/" A.F.F. T.O. SIGN BAND/ IV STOREFRONT AT ENTRANCE LEASELINE 3/4"=1'-0" MALL CONCOURSE B.O. SOFFIT 10'- 5 4" A.F.F. Atik B.O. SIGNBAND 10'-0" A.F.F. T.O. ENTRY DOORS 0'-0" A.F.F. FINISHED FLOOR 0 CV (E) WF ROOF BEAM TYP. CONT. L2x2x18 GA. w/ #10 SCREWS EACH LEG EACH STUD 362S162-33 BRACE @ 4'-0" o.c. REF. 4/S4.0 FOR ATTACHMENT TO STRUCTURE (4) #10 SCREWS TYP. • /__ BUILT-UP POST BEYOND REF. PLAN TYP. 16'- 63/8" A.F.F. B.O. MTL DECK IV 13'-11Y8" A.F.F. 362S162-33 @ 16" o.c. TYP. U.N.O. aek10'-8" A.F.F. 1114-1 B.O. ACT CEILING 10'-0" A.F.F. B.O. SOFFIT SALES AREA �5"{I TYP. 3'-10" 211 3 33 3 33 111 n.l 1 13 313 333 33 3 I,3 , 33 1 33 333 I t! iii if 13 't3' t 11 1 3t i 13 3,3 i 33 313 1 3 41-5" 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 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 I3 33, , 33 3 13 313 333 I3 3 113 3 33 1 Ii 1 33 333 1 33 113 111 III 111 t 11 III t ti 111 ' 13 t3 1 n 1 *3 1,3 11i 1 33 1 33 3 ,3 , 13 13133 3i33t3 1 13 1 33 i 33 t 13 1111 111 33 333 11 1 3,3 1 , Ii 11 1If 11 1 33 111 111 131 111 111 13 333 i t3 t 13 1 33 333 i 33 I" 33 1 i3 331 i tt 1n 111 1i, 1 33 1 13 i 33 , 11 1 33 333 333 , 31 11 1 33 1 3 33 313 1 33 3 31 3 33 U 1 33 111 331 1 33 3 33 3 i3 1 33 3 33 .1 3 It 3 33 3 33 3,3 � 1dw STOREFRONT AT GLAZING (E) MALL BULKHEAD TO REMAIN BOX HEADER REF. PLAN TYP. 3/4"=1'-0" LEASELINE MALL CONCOURSE STOREFRONT GLAZING REF. ARCH. B.O. MALL CEILING 12'- 101/2' A.F.F. B.O. SOFFIT 10'-0" A.F.F. INTERMEDIATE MULLION REVIEWED FOR CODE COMPLIANCE APPROVED AUG 31 2017 City of Tukwila BUILDING DIVISION 0'-0" A.F.F. dikk FINISHED FLOOR RECEIVED CITY OF TUKWILA Al1G 1 5 2017 PERMIT CENTER 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL 9 7 3. 2 5 3. 9 3 9 0 F A X WWW.SARGARCH.COM CONSULTANT (ENGINEER): 1 111 SW Fifth Ave., Suite 2500 Portland, OR 97204 0:503.227.3251 F: 503.227.7980 www.kpff.com ENGINEER SEAL: CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: Lids LIDS GENESCO INC. 7555 WOODLAND DRNE INDIANAPOLIS, IN 48278 LOCATION: SOUTHCENTER MALL SPACE #446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 10021700876 DRAWN BY: CC REVIEWED BY: TCS TITLE: SECTIONS SHEET NUMBER: S3.0 / GLASS REF. ARCH (2) 362T150-43 COVER TRACK (STOP 13/" FROM END OF STUD) 362T150-43 w/ (1) 3/ 0 HILTI HUS -EZ w/ 1 5/" EMBEDMENT ( ICC ESR -3027 ) #10 SCREW EACH SIDE INTO STUDS (E) SLAB ON GRADE BASE MULLION REF. ARCH -(E) METAL ROOF DECK - 3/8"0 HILTI HUS -EZ w/ 1%" EMBEDMENT @ 24" o.c. (ICC ESR -3027) #10 SCREW @ 16" o.c. VERT. o.• 0 0. 0. 0 0 • 0 0.0 o0 • , o ABOVE BASE AT BASE 12 GA. x 3" WIDE BENT— PL w/ (2) #12 SCREWS @ 1" O.C. 12 GA. SPLAY WIRE w/ MIN. OF (3) WRAPS AT EACH END NOTE: REF. GENERAL STRUCTURAL NOTES S0.1 FOR SPECIAL INSPECTION REQUIREMENTS. NOTES: 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL 9 7 3. 2 5 3. 9 3 9 0 F A X WWW.SARGARCH.COM CONSULTANT (ENGINEER): 1 111 SW Fifth Ave., Suite 2500 Portland, OR 97204 0: 503.227.3251 F: 503.227.7980 www.kpff.com ENGINEER SEAL: 1. STUD TO BE FULLY SEATED. 2. REF. GENERAL STRUCTURAL NOTES S0.1 FOR SPECIAL INSPECTION REQUIREMENTS. SPLAY WIRE CONNECTION TYP. BUILT -UP POST REF. 6/S4.0 FOR TOP - CONNECTION CONTRACTOR'S NOTES: (2) #12 SCREWS TO TOP CHORD OF OWJ 4Y2x12x18 GA. PLATE EACH SIDE OF HEADER (ATTACH w/ (12) #10 SCREWS). 4Y2x8x18 GA. AT SIM. w/ (8) #10 SCREWS. STUD REF. SECTION WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. (E) TOP CHORD (E) METAL ROOF DECK DATE 8/11/17 ISSUE PERMIT, BID, L.L. REVIEW #10 SCREW EACH SIDE INTO 2" LONG VERT. SLOTTED HOLE 362T300-54 SPANNING BETWEEN OWJ (ORIENTATE TRACK PERPENDICULAR TO STOREFRONT) BUILT UP POST REF. PLAN - L3x3x18 GA. x 0'-3Y2" w/ (4) #10 SCREWS EACH LEG — (EACH SIDE) BUILT-UP BOX HEADER REF. PLAN BUILT-UP BOX HEADER (WHERE OCCURS) (E) METAL ROOF DECK UNISTRUT CHANNEL REF. PLAN (E) OWJ -STUD (WHERE OCCURS) REF. SECTION UNISTRUT P2785 BEAM CLAMP ON EACH SIDE OF OWJ TYP. NOTE: REFERENCE ARCH. AND MECHANICAL FOR UNIT ELEVATION. (2) #12 SCREWS TO TOP CHORD OF OWJ (2) #10 SCREW @ 16" o.c. (4) #10 SCREWS (E) METAL ROOF DECK f - 362T150-54 (1) #10 SCREW EACH SIDE REVIEWED FOR CODE COMPLIANCE APPROVED DOUBLE NUT w/ WASHERS TYP. BUILT-UP BOX HEADER REF. PLAN REF. 2/S4.0 FOR POST CONNECTION City Of Tukwila BUILDING DIVISION AUG 31 2017 PROJECT NAME: Lids LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 48278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS#5102 PROJECT INFORMATION: PROJECT NUMBER: 10021700876 DRAWN BY: CC REVIEWED BY: TCS 12 GA. SPLAY WIRE w/ MIN. OF (3) WRAPS AT EACH END. OCCURS (2) TIMES EACH SIDE OF UNIT. TOTAL OF (8) REF. 8/S4.0 FOR ATTACHMENT TO STRUCTURE DETAIL MEP UNIT REF. PLAN Yi'O THREADED ROD w/ UNISTRUT P1000 AND P2486 SEISMIC ROD STIFFENERS @ 16" o.c. TYP. METAL STUD KICKER REF. SECTION L3x3x18 GA.• RECEIVED CITY OF TUKWILA 362T150-54 w/ (1) #10 SCREW AUG 1 5 2017 © 16 o.c. EACH SIDEPERMIT CENTER TITLE: DETAILS SHEET NUMBER: UNISTRUT P1000 w/ P1453 AHU SUPPORT DETAIL UNISTRUT P1000T BRACE TO SLAB CONNECTION TYP. HEADER S4.0 101 60'-5 7/8" LEASE LINE MALL CORRIDOR ADJACENT TENANT 1 TC 1.0 TELECOMUNICATION PLAN SCALE: 1/4"=V-0" TYPICAL SPEAKER WIRING DIAGRAM TO STEREO - (IN STEREO CABINET IN SUPPORT ROOM) SPEAKERS (CEILING MOUNTED UNITS) PROVIDED BY LIDS, INSTALLATION AND WIRING BY GENERAL CONTRACTOR TYPICAL PHONE AND DATA LINE DIAGRAM FOR DOUBLE POS CASHWRAP 1 DATA VOICE C2 - FROM CARRIER - FROM CARRIER C1 PHONE BOARD NOTE DATA AND PHONE CAT 5 CABLES AND CONNECTIONS MADE BY THE OWNER CONTRACTOR, DIVERSENET. RUN IN SINGLE 2" CONDUIT WITH PULL STRING FROM PHONE BOARD TO CASH WRAP STOCK ROOM DATA CAT 5 CABLE #(6) - TO CASHWRAP VOICE CAT 5 CABLE #(1) - TO SALES AREA CASHWRAP n C1 n C1 n n AFFIX 2 SURFACE -MOUNTED BOXES CASHWRAP DIVIDER 3/4" LAMINATED MDF BOARD AFFIX 2 SURFACE -MOUNTED BOXES n 2 CASHWARP LAYOUT SNAP -IN 2 PORT SURFACE MOUNT BOX RADIO SHACK# 278-2092 OR EQUAL (X4) SNAP -IN CAT 5 DATA JACK RADIO SHACK# 278-2092 OR EQUAL (X1) SNAP -IN CAT 5 DATA JACK RADIO SHACK# 278-2092 OR EQUAL (X7) TYPICAL CATEGORY 5 CABLE RADIO SHACK # 278-830 OR EQUAL. MODEL #440043 TELECOMMUNICATION KEY NOTES 1 2 3 TELEPHONE EQUIPMENT MOUNTING BACKER BOARD - 24" X 30" X 3/4" FRT PLYWOOD (CONTRACTOR FURNISH, CONTRACTOR INSTALL) INSTALL NEW PHONE AND DATA EQUIPMENT ON BOARD - INSTALL BOTTOM EDGE OF PLYWOOD AT 60" A.F.F. - REFER TO PLAN FOR LOCATION - REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. ELECTRICAL CONTRACTOR TO INSTALL (1) 4 PLEX RECEPTACLE OUTLET BOX SECURIT/DATA SYSTEMS AT 60" AFF - REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. NEW DATA CONDUIT FLOOR STUB UP FOR PHONE/DATA LINES TO CASH REGISTER -CREDIT CARD -PHONE - OWNER SHALL PROVIDE SERVICE AND TELEPHONE EQUIPMENT - G.C. IS TO CALL MARIO ALESSANDRINI @ DIVERSENET (317-536-6000 X 102) ONCE CASHWRAP IS SET IN PLACE. REFER TO WIRING DIAGRAM NEW ELECTRICAL CONDUIT FLOOR STUB UP TO 20 AMP DEDICATED 4 PLEX CASEWORK MOUNTED ELECTRICAL RECEPTACLE AT CASHWRAP - ELECTRICAL CONTRACTOR TO INSTALL RECEPTACLE WITH IN CASHWRAP PER SHOP DRAWINGS. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 20 AMP DEDICATED CIRCUT TO 4 PLEX ELECTRICAL RECEPTACLE WITH IN CUSTOM I ' I STATION - REFER TO ELECTRICAL DRAWING FOR ADDITIONAL INFORMATION. TELECOMMUNICATION NOTES OWNER SHALL PROVIDE TELEPHONE/DATA SERVICE AND TELEPHONE EQUIPMENT. G.C. IS TO CALL DAVE MILLER @ DIVERSENET (317-508-0322) IN ADVANCE TO SCHEDULE ALL PHONE EQUIPMENT INSTALLATION OR BRIAN FOX @ LIDS (317-333-5236) ONCE CASHWRAP IS IN PLACE. DIVERSENET IS RESPONSIBLE FOR RUNNING CAT 5 CABLING WITHIN G.C. PROVIDED 2" CONDUIT AND INSTALLING JACKS AS NEEDED IN CASHWRAP. GENERAL CONTRACTOR SHALL HAVE ALL PHONE AND DATA LINES ACTIVATED DURING THE THIRD WEEK OF CONSTRUCTION AND AVAILABLE FOR OWNER. MAIN SERVICE PROVIDER SHALL BRING ALL TELECOMMUNICATION LINES TO THE PHONE BOARD LOCATION WITHIN THE SUPPORTS/STORAGE AREA AND SHALL INSTALL ALL REQUIRED JACKS, MODEMS OR ROUTER AND ACTIVE ALL LINES. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND WIRING OF CEILING INSTALLED STERO/COMMUNICATION SPEAKERS AND SHALL RUN WIRING TO THE STEREO CABINET IN SUPPORT ROOM WITH ADEQUATE LEAD LEFT TO CONNECT TO OWNER SUPPLIED STEREO. SPEAKERS SHALL BE PROVIDED BY VISUAL PRODUCTIONS. ALL WIRING FOR TELECOMMUNICATION SHALL MEET APPLICABLE CODES AND SHALL BE PLENUM RATED. RECEIVED CITY OF TUKWILA AUG 1 5 2017 PERMIT CENTER SEPARATE PERMIT AND APPROVAL IRED ARCHITECTS 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 TEL 73.253.9390FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): ARCHITECTURAL SEAL: CO RACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. A DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: /di LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE#446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: MB REVIEWED BY: WS TITLE: TELECOMMUNICATION PLAN AND NOTES SHEET NUMBER: TC1.0 101 STOCK ROOM 60.-57/8" LEASE LINE ADJACENT TENANT 100 SALES AREA ACT -01 11'-0" A.F.F. OPEN 16'-6" A.F.F. MALL CORRIDOR e • 1 T T X 1�4 LV F1W 0 0 FIB FIB F1B x2 F1B FIB X2 0 FIB 08 0 ®F1B FIB 1 ®F1B® FIB 0. ®FIB F B® MALL CONCOURSE 16'-0 3/4" LEASE LINE 100 SALES AREA ACT -01 B 10'-6" A.F.F. 100 I SALES AREA 1 -- MILLWORK FIXTI 10'-0" A.F.F. ADJACENT TENANT ALL SPRINKLER WORK MUST BE COMPLETED BY LANDLORD'S APPROVED CONTRACTOR AT TENANT'S EXPENSE, 100 SOFFIT GYP. BD. 12'- 101/2 AFF 100 SOFFIT GYP. BD. 10'-0" AFF 1 SPRINKLER PLAN SP1.0 SCALE: 1/4"=1'-0" SPRINKLER NOTES SPRINKLER LEGEND 1. L.ItNtKAL A. THE GENERAL CONTRACTOR WITH HIS/HER DESIGNATED SPRINKLER CONTRACTOR AND THE SPRINKLER CONTRACTOR'S SYSTEM DESIGN ENGINEER SHALL SURVEY THE SITE PRIOR TO DESIGNING THE SPRINKLER SYSTEM. B. THE G.C.'S DESIGNATED SPRINKLER CONTRACTOR AND THE SPRINKLER DESIGN ENGINEER SHALL WARRANT THAT THE SYSTEM DESIGN COMPLIES TO THE FOLLOWING REQUIREMENTS: 1) THE SPRINKLER SYSTEM DESIGN AND INSTALLATION SHALL CONFORM TO CODE AND THE SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED IN A MANNER TO PRECLUDE ANY DAMAGE CAUSED BY A FAILURE OF THE SPRINKLER SYSTEM DUE TO ENVIRONMENTAL CONDITIONS. ENVIRONMENTAL CONDITIONS ARE TO INCLUDE, BUT NOT BE LIMITED TO TEMPERATURE (FREEZING AND EXCESSIVE HEAT), BUILDING SHELL EXPANSION/CONTRACTION CYCLES, AIR LEAKAGE, STACK EFFECTS, ETC. OCCURRING IN ANY PLENUM OR CAVITY WHERE THE SPRINKLER SYSTEM IS ROUTED. C. THE SPRINKLER CONTRACTOR SHALL COORDINATE THE SPRINKLER SYSTEM DESIGN AND INSTALLATION WITH THE LANDLORD AND GENERAL CONTRACTOR TO INSURE SYSTEM FUNCTION. D. THE GENERAL CONTRACTOR SHALL INSPECT THE ENTIRE EXPOSED INTERIOR BUILDING SHELL AS IT RELATES TO THE DEMISED SPACE PRIOR TO CONSTRUCTION. THIS IS TO VERIFY THAT THERE IS NO VOID OR PENETRATION OF THE BUILDING SHELL OR NON -INSULATED CONDITION WHICH WOULD ALLOW EXTERIOR EXPOSURE(S) TO AFFECT THE TEMPERATURE OF THE PLENUM WHERE THE SPRINKLER SYSTEM IS ROUTED. E. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF FIREPROOF, INSULATED CLOSURES, EQUIVALENT TO THE BASIC STRUCTURE INSULATION VALUE, OF ANY VOID OR PENETRATION OF THE DEMISED SPACE PRIOR TO THE INSTALLATION OR MODIFICATION OF THE SPRINKLER SYSTEM OR PERMANENT FINISHED CLOSURES, I.E. CEILING, WALLS, ETC. F. THE GENERAL CONTRACTOR SHALL WARRANT THAT THE BUILDING SHELL AS IT RELATES TO THE DEMISED SPACE SHALL BE INSULATED TO THE "R" VALUES DESCRIBED BY THE SHELL DESIGN DOCUMENTS. 2. WORK RESPONSIBILITY A. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION, AND TESTING OF ALL THE WORK FOR THE SPRINKLER SYSTEMS REQUIRED BY THE CONSTRUCTION DOCUMENTS AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 1) MODIFICATION OF EXISTING WET PIPE SPRINKLER SYSTEM AS REQUIRED TO PROVIDE COVERAGE IN ACCORDANCE WITH NFPA 13, LOCAL CODES, LANDLORD'S CRITERIA AND INSURANCE CARRIERS FOR THE LANDLORD AND THE TENANT. 3. 4. 2) TAPS, RISERS, LATERALS, BRANCHES, VALVES, ALARMS, SPRINKLER HEADS AND ALL COMPONENTS REQUIRED FOR A COMPLETE SYSTEM. 3) DESIGN DRAWINGS, CALCULATIONS, SUBMITTALS, AND APPROVALS. 4) PERMITS, FEES, AND CHARGES. 5) TESTS AND TEST CERTIFICATES. 6) COST FOR SHUT DOWN FEES. B. THE CONTRACTOR THAT DOES THE ACTUAL SPRINKLER WORK IS REQUIRED TO BE A LANDLORD APPROVED SPRINKLER CONTRACTOR. C. BEFORE STARTING WORK, THE CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE AND INTEGRATE THE VARIOUS ELEMENTS OF THE FIRE PROTECTION SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFLICTS. D. RELOCATION OF EXISTING MAINS, LATERALS, BRANCHES AND RISERS TO FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. SHOP DRAWINGS A. THE FIRE PROTECTION CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS AND CALCULATIONS FOR HIS WORK. SUBMIT SIX (6) COPIES TO GENERAL CONTRACTOR FOR APPROVAL. NO WORK SHALL BEGIN UNTIL TENANT'S CONSTRUCTON MANAGER APPROVES HEAD AND PIPING LOCATIONS. B. THE FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING COORDINATED DRAWINGS, CALCULATIONS, HEAT TYPES AND COLORS TO ALL AUTHORITIES HAVING JURISDICTION FOR APPROVAL. NO WORK SHALL BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVED. C. A COPY OF THE LETTER OF APPROVAL FROM THE LANDLORD'S INSURANCE RATING BUREAU SHALL BE FORWARDED TO THE LANDLORD'S AGENT AND TO THE TENANTS CONSTRUCTION MANAGER. EQUIPMENT A. SPRINKLER HEADS: 1) ALL SPRINKLER HEADS SHALT BE NEW (EXISTING HEADS SHALL BE REPLACED), U.L., F.M. LISTED AND APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY CENTRAL SPRINKLER CO., GLOBE, GRINNELL, RELIABLE, STAR, OR VIKING. 2) ALL SPRINKLER HEADS SHALL BE RATED FOR 165 DEGREES F UNLESS B. INDICATED OTHERWISE ON DRAWINGS OR REQUIRED BY LOCAL CODES. 3) ALL SPRINKLER HEADS ARE TO HAVE A FACTORY APPLIED WHITE FINISH. VERIFY HEAD TYPES WITH TENANT'S CONSTRUCTION MANAGER AND SUBMIT WITH SPRINKLER DRAWINGS FOR PERMIT. 4) SPRINKLER HEAD TYPES SHALL BE AS FOLLOWS: A) B) C) LAY -IN CEILINGS SHALL RECEIVE SEMI -RECESSED HEADS WITH TRIM RING. HEAD AND TRIM RING SHALL HAVE WHITE FINISH. STOREFRONT SHOW WINDOWS AND GYPBOARD CEILING AREAS SHALL RECEIVE FULLY -RECESSED HEADS AND TRIM RING SHALL HAVE WHITE FINISH. CONTRACTOR SHALL COMPLY WITH ALL LANDLORD CRITERIA REGARDING STOREFRONT SPRINKLER HEADS. NO CEILING - UPRIGHT HEADS. UPRIGHT HEADS SHALL HAVE WHITE FINISH. NOTE: SEMI -RECESSED HEADS SHALL PROTRUDE NO MORE THAN ONE INCH BELOW THE LEVEL OF THE CEILING OR SOFFIT. ALL HORIZONTAL SPRINKLER RUNS AT SIDEWALL SOFFITS SHALL BE CONCEALED WITHIN SOFFIT FRAMING. 5. GENERAL PIPING A. THE EXISTING SPACE SHALL BE SPRINKLED OR A FIRE PROTECTION STUB -IN SHALL BE FURNISHED BY THE LANDLORD. SPRINKLER HEAD 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. B. ALL SPRINKLER LINES SHALL BE INSTALLED TO AVOID INTERFERENCE WITH LIGHTS, DUCTS, PIPES, STORAGE DECK, ETC. FIRE PROTECTION CONTRACTOR SHALL PREPARE COORDINATED SHOP DRAWINGS INDICATING THE LOCATIONS OF LIGHTS, DUCTS, PIPES, AIR DEVICES, ETC. PRIOR TO INSTALLATION. C. WHERE POSSIBLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET THE NEW REQUIREMENTS OF THIS DESIGN. RELOCATE ALL MAINS AND BRANCHES INTERFERING WITH CEILING HEIGHTS, EQUIPMENT, LIGHTS, AND MAJOR COMPONENTS INCLUSIVE OF ADJACENT TENANTS AND MALL COMMON AREAS. REMOVE ALL UNUSED PIPING. D. LOCATIONS OF ALL HEADS SHOULD BE APPROVED BY THE LOCAL FIRE PROTECTION OFFICAL AND THE TENANT'S CONSTRUCTION MANAGER BEFORE INSTALLATION. HEADS MUST BE LOCATED IN THE CENTER OF CEILING TILES AND IN A SYMMETRICAL PATTERN WITH OTHER CEILING FIXTURES. ADDITIONAL MONIES WILL NOT BE ALLOCATED FOR ADDITIONAL HEADS REQUIRED BY FIELD FIRE INSPECTOR AFTER BIDS ARE ACCEPTED. E. PROVIDE AND INSTALL A VALVED TEST CONNECTION FOR THE SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY THE MALL, LOCAL INSPECTOR, OR INSURANCE CARRIER. COORDINATE LOCATION WITH TENANTS CONSTRUCTION MANAGER AND LOCAL FIRE PROTECTION OFFICAL PRIOR TO ROUGH -IN. F. SPRINKLER HEADS LOCATED IN STOCK, CORRIDOR, OR TOILET ROOM CEILINGS OR WALLS BELOW 8 FEET ABOVE THE FINISHED FLOOR ARE TO BE PROTECTED WITH APPROVED GUARDS. 6. PIPING A. SCHEDULE 40, BLACK STEEL PIPE, ASTM A-53 FOR FERROUS PIPING, WELDED AND SEAMLESS, ANSI B-36-10-70 FOR WROGHT STEEL PIPE. B. 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. C. GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT SCREWED UNIONS FOR PIPES 2 INCHES AND SMALLER. D. VICTAULIC TYPE COUPLINGS ARE ACCEPTABLE, WHERE APPROVED BY THE AUTHORITIES HAVING JURISDICTION AND THF LANDLORD. 7. TESTS A. WHEN COMPLETED, THE ENTIRE FIRE PROTECTION PIPING SYSTEM SHALL BE HYDROSTATICALLY TESTED AS REQUIRED BY THE RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION. SYSTEM SHALL SHOW NO SIGNS OF LEAKAGE OR OTHER DEFECTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO THE WORK OF THE OTHER CONTRACTORS OR TO THE BUILDING, OR TO ITS CONTENTS, PEOPLE, ETC. CAUSED BY LEAKS IN ANY OF THE EQUIPMENT INSTALLED BY THE CONTRACTOR. ALL REPAIRS OR REPLACEMENT OF DAMANGES SHALL BE AT THIS CONTRACTOR'S EXPENSE. B. PROPERLY COMPLETED AND SIGNED "SPRINKLER CONTRACTORS'S MATERIAL AND "TEST CERTIFICATES" SHALL BE FURNISHED TO THE LANDLORD, AUTHORITIES HAVING JURISDICTION, AND TENANT'S CONSTRUCTION MANAGER. SYMBOL DESCRIPTION SEMI -RECESSED SPRINKLER HEAD - USED IN ACOUSTICAL CEILING TILE • UPRIGHT SPRINKLER HEAD - USED IN OPEN CEILING FULLY RECESSED SPRINKLER HEAD - USED IN GYP.BD. CEILING WITH COVER PLATE, WHERE INDICATED NOTES THIS DRAWING IS FOR REFREANCE ONLY TENANTS GENERAL CONTRACTOR AND/OR HIS/HER SPINKLER SUBCONTRACTOR TO HIRE A LOCAL SPINKLER/FIRE PROTECTION ENGINEER (UNLESS SUCH WORK IS COMPLETED BY A QUALIFIED INDIVIDUAL WORKING DIRECTLY FOR THE SPINKLER SUBCONTRACTOR, IF ALLOWED BY LAW/CODE) TO ENGINEER A SPRINKLER SYSTEM WHICH THIS SAME CONTRACTOR IS TO FURNISH AND INSTALL NEW OR MODIFY EXISTING AS REQUIRED, MEETING ALL LOCAL CODES AND FIRE MARSHALL REQUIREMENTS. RECEIVED CITY OF TUKWILA AUG 1 5 2017 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 T E L 9 7 3. 2 5 3. 9 3 9 0 FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): ARCHITECTURAL SEAL: CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: Lids LIDS GENESCO INC. 7555 WOODLAND DRIVE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: MB REVIEWED BY: WS TITLE: SPRINKLER PLAN AND NOTES SHEET NUMBER: SP -1 .0 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 T E L 9 7 3. 2 5 3. 9 3 9 0 FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): ARCHITECTURAL SEAL: CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: 6U-570 LEASE LINE LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 ADJACENT TENANT 100 SALES AREA G.C. TO COORDINATE WITH MALL OPS AND REQUIRED FIRE ALARM VENDOR FOR ANY FIRE ALARM WORK r- ® - - - - ii _t` i ii,li t't �'' �it �,�M, ,�`�� NK' t�Wt�_t `�'..Nt /i \`tt --------- ,_ • 1 '`��i i,t.�i t„,,_ 101 STOCK ROOM is 1 MALL CORRIDOR IW z �\ _\ \MALL E �^ � CONCOURSE -, zo 1 Eg I I 1 1 miliVit*ii '1114/0/Will**, a �ri I �r1 �r�1 i11 M ADJACENT TENANT NOTES: G.C. TO USE MALL APPROVED FIRE ALARM SUB CONTRACTOR. IF REQUIRED. G.C. TO GET PRICING FROM FIRE ALARM SUBCONTRACTOR. BIDS RECEIVED WITHOUT PRICING WILL NOT BE ACCEPTED 1 FIRE ALARM PLAN FA1.0 SCALE: 1/4"=1'-0” NOT USED NOTES FIRE ALARM SYMBOLS THIS DRAWING IS FOR REFERENCE ONLY SYMBOL DESCRIPTION SYMBOL DESCRIPTION TENANTS GENERAL CONTRACTOR AND/OR HIS/HER FIRE ALARM SUBCONTRACTOR TO HIRE MALL APPROVED FIRE ALARM ENGINEER (UNLESS SUCH WORK IS COMPLETED BY A QUALIFIED INDIVIDUAL WORKING DIRECTLY FOR THE FIRE ALARM SUBCONTRACTOR, IF ALLOWED BY LAW/CODE) TO ENGINEER A FIRE ALARM SYSTEM WHICH THIS SAME CONTRACTOR IS TO FURNISH F STROBE (VISUAL) AT 80" AFF A PULL STATION AT 45" AFF AND INSTALL NEW OR MODIFY EXISTING AS REQUIRED, MEETING ALL LOCAL CODES AND FIRE MARSHALL REQUIREMENTS. A , STROBE (AUDIOVISUAL) AT 80" AFF O DUCT DETECTOR (REFER TO M1.0 SHEET) O CEILING MOUNTED HEAT DETECTOR SD CEILING MOUNTED SMOKE DETECTOR NOTE: ALL DEVICES SHALL BE COMPATIBLE WITH AND MAINTAIN THE UL LISTING OF EXISTING FA SYSTEM. VERIFY PRIOR TO ORDERING. CONTRACTOR SHALL VERIFY EXACT REQUIREMENTS FOR SMOKE/FIRE ALARM SYSTEM. CONTRACTOR SHALL REUSE EXISTING EQUIPMENT AND/OR SUPPLY AND INSTALL ALL NECESSARY EQUIPMENT (SMOKE DETECTORS, AUDIONISUAL ALARMS, FIRE ALARM PANEL, A NEW SYSTEM AS REQUIRED BY FIRE MARSHALL. INSTALL SMOKE ,C�CONEREow T`.) FORETURN DUCTWORK AS REQUIRED BY LOCAL AUTHORITY. FIELD VERIFY AND CDD�DINATE. " MliWIFILI �•' ILA NOTES p��ARATE PE•M!T CENTER THIS DRAWING IS FOR REFERENCE ONLY REQU1R�D TENANTS GENERAL CONTRACTOR AND/OR HIS/HER FIRE ALARM SUBCONTRACTO" TO HIRE MALL APPROVED FIRE ALARM ENGINEER (UNLESS SUCH WORK IS COMPLETED BY A QUALIFIED INDIVIDUAL WORKING DIRECTLY FOR E FIRE ALARM SUBCONTRACTOR, IF ALLOWED BY LAW • TO GINEFIRE A Ys H HIS SA CONTRACTOR IS TO FURNISH AN , �� • �► IFY EXIS i�,idieALL - �� ., 4 6 1 FROM ROAD PARAMUS, NJ 07652 9 7 3. 2 5 3. 9 3 9 3 T E L 9 7 3. 2 5 3. 9 3 9 0 FAX WWW.SARGARCH.COM CONSULTANT (ENGINEER): ARCHITECTURAL SEAL: CONTRACTOR'S NOTES: WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE DRAWINGS. THE CONTRACTORS MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF, THE CONTRACT TO THE TENANTS REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. CHANGE ORDERS WILL NOT BE APPROVED FOR ISSUES ARISING FROM THE FIELD CONDITIONS OR CONFLICTS BETWEEN THE PLANS AND THE EXISTING CONDITIONS. DATE ISSUE 8/11/17 PERMIT, BID, L.L. REVIEW PROJECT NAME: idl LIDS GENESCO INC. 7555 WOODLAND DRNE INDIANAPOLIS, IN 46278 LOCATION: SOUTHCENTER MALL SPACE # 446 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LIDS # 5102 PROJECT INFORMATION: PROJECT NUMBER: 1998-17 DRAWN BY: MB REVIEWED BY: WS TITLE: FIRE ALARM PLAN SHEET NUMBER: FAI.O