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HomeMy WebLinkAboutPermit D17-0105 - MUSEUM OF FLIGHT - BREAKROOMMUSEUM OF FLIGHT BREAKROOM 9404 E MARGINAL WAY S D17-0105 Parcel No: Address: 0 City of Tukwila 0 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 5729800020 9404 E MARGINAL WAY S Project Name: MUSEUM OF FLIGHT - BREAKROOM Permit Number: D17-0105 Issue Date: 5/22/2017 Permit Expires On: 11/18/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: MUSEUM OF FLIGHT FOUNDATION 9404 E MARGINAL WAY S , SEATTLE, WA, 98108 ELIAS GARDNER 110 UNION STREET, STE 300 , SEATTLE, WA, 98101 AFFIDAVIT - CLARK MILLER Lender: Name: MUSEUM OF FLIGHT FOUNDATION Address: 9404 E MARGINAL WAY S , SEATTLE, WA, 98108 Phone: (206) 973-1685 Phone: Expiration Date: DESCRIPTION OF WORK: RENOVATION OF AN. EXISTING LIBRARY/STORAGE ROOM INTO AN EMPLOYEE BREAKROOM, WITH THE ADDITION OF A KITCHENETTE, NEW EGRESS DOORS, NEW GLAZING AND UPGRADED FINISHES Project Valuation: $90,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $2,444.55 Occupancy per IBC: A-3 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: 1 Date: 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 and a .Kee te conditions attached to this permit. Signature: Print Name: Date:5)2'2 i 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: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 6: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila 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. 10: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 7: 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) 8: 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) 9: 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) 11: Maintain fire extinguisher coverage throughout. 12: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 13: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 14: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 15: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 16: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 17: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 18: 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 1017.1) 19: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1011.6.3) 20: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum-to-minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) n 24: 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) 22: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 21: 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). 25: 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. 26: Local U.L. central station supervision is required. (City Ordinance #2437) 28: 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) 27: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 29: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 30: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 31: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 32: In occupancies of Groups A, E, I and R-1 and dormitories in Group R-2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 807.1, 807.2) 33: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 34: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKOA Community Development Department Public Works Departinent Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pet No. on--oloy Project No. Date Application Accepted: I -I 1 ti Date Application Ex l Expires: ' I 1 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 9404 East Marginal Way South Tenant Name: The Museum of Flight •—pireoihrooryi PROPERTY OWNER Name: Elias Gardner, SRG Partnership Name: Museum of Flight Foundation City: Seattle State: WA Zip: 98101 Address: 9404 East Marginal Way South Email: egardner@srgpartnership.com City: Seattle State: WA Zip: 98108 CONTACT PERSON — person receiving all project communication Name: Elias Gardner, SRG Partnership Address: 110 Union Street, Suite 300 City: Seattle State: WA Zip: 98101 Phone: (206) 973-1685 Fax: (206) 973-1701 Email: egardner@srgpartnership.com GENERAL CONTRACTOR INFORMATION Company Name: To Be Determined by Client Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\ Applications \Forms -Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh King Co Assessor's Tax No.: 332404-9019 Suite Number: N/A Floor: 2 New Tenant: ❑ Yes ®..No ARCHITECT OF RECORD Company Name: SRG Partnership Architect Name: Aaron Pleskac Address: 110 Union Street, Suite 300 City: Seattle State: WA zip: 98101 Phone: (206) 973-1681 Fax: (206) 973-1701 Email: apleskac@srgpartnership.com ENGINEER OF RECORD Name: Museum of Flight Foundation Address: 9404 East Marginal Way South Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Museum of Flight Foundation Address: 9404 East Marginal Way South City: Seattle State: WA Zip: 98108 Page 1 of 4 BUILDING PERMIT 1NFORMAT1OP 06-431-3670 Valuation of Project (contractor's bid price): $ 90,000 Existing Building Valuation: $ 94,724,600 Describe the scope of work (please provide detailed information): Renovation of an existing library / storage room into an employee breakroom, with the addition of a kitchenette, new egress doors, new glazing and upgraded finishes. 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 fl): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: © Sprinklers J Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ 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:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 t.docx Revised: August 2011 bh Paee 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 2nd Floor 30,000 1,029 0, ' • 0 II -B A3 3rd Floor Floors thru . Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck • PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq fl): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: © Sprinklers J Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ 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:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 t.docx Revised: August 2011 bh Paee 2 of 4 PUBLIC WORKS PERMIT INFO TION — 206-433-0179 Q Scope of Work (please provide detailed information): n/a Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided • Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline 0...Valley View ❑ .. Renton 0...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards O ...Sanitary Side Sewer 0 ...Cap or Remove Utilities ❑ ...Frontage Improvements O ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ - ❑- ❑ . ❑• ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑... Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for Tess than 72 hours 0 .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line O ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. 0 ...Water Only Meter Size ❑ ...Sewer Main Extension Public 0 ❑ ...Water Main Extension Public 0 11 11 11 WO # WO # WO # Private 0 Private 0 ❑ .. Grease Interceptor ❑ .. Channelization O .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line 6" Number of Public Fire Hydrant(s) ..• .Water ® ...Sewer ❑ ... Sewage Treatment Monthly Service Billing to: Name: Museum of Flight Foundation Mailing Address: 9404 East Marginal Way South Water Meter Refund/Billing: Name: Museum of Flight Foundation 9 Mailing Address: 9404 East Marginal Way South Day Telephone: (206) 764-5720 Seattle WA City State 98108 Zip Day Telephone: (206)'764-5720 Seattle WA 98108 City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.doca Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. , Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO 13E TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING ON R,�OR.A/U H IZED AGENT: Signature: (�,XI(J Date: 04/19/2017 Print Name: ' Elias Gardner, SRG Partnership Day Telephone: (206) 973-1685 Mailing Address: 110 Union Street, Suite 300 Seattle WA 98101., City State Zip H:Wpplications\Forms-Applications On Line \2011 ApplicationsWermit Application Revised 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $67.83 D17-0105 Address: 9404 E MARGINAL WAY Apn: 5729800020 $67.83 DEVELOPMENT $67.83 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R12333 R000.345.830.00.00 1.00 $67.83 $67.83 Date Paid: Friday, September 15, 2017 Paid By: MUSEUM OF FLIGHT FOUNDATION Pay Method: CHECK 93710 Printed: Friday, September 15, 2017 4:10 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $2,233.73 D17-0105 Address: 9404 E MARGINAL WAY S Apn: 5729800020 $1,511.59 DEVELOPMENT $1,439.82 PERMIT FEE R000.322.100.00.00 0.00 $1,435.32 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $71.77 TECHNOLOGY FEE R000.322.900.04.00 0.00 $71.77 M17-0054 Address: 9404 E MARGINAL WAYS Apn: 5729800020 $557.74 MECHANICAL $531.18 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $498.03 TECHNOLOGY FEE $26.56 TECHNOLOGY FEE R000.322.900.04.00 0.00 $26.56 PG17-0054 Address: 9404 E MARGINAL WAY S Apn: 5729800020 $164.40 PLUMBING $156.57 PERMIT FEE R000.322.100.00.00 0.00 $123.42 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $7.83 TECHNOLOGY FEE R000.322.900.04.00 0.00 $7.83 TOTAL FEES PAID BY RECEIPT: R11536 $2,233.73 Date Paid: Monday, May 22, 2017 Paid By: MUSEUM OF FLIGHT FOUNDATION Pay Method: CHECK 91926 Printed: Monday, May 22, 2017 11:52 AM 1 of 1 CSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $932.96 D17-0105 Address: 9404 E MARGINAL WAY S Apn: 5729800020 $932.96 DEVELOPMENT $932.96 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11325 R000.345.830.00.00 0.00 $932.96 $932.96 Date Paid: Friday, April 21, 2017 Paid By: THE MUSEUM OF FLIGHT Pay Method: CHECK 91444 Printed: Friday, April 21, 2017 12:03 PM 1 of 1 CI (SYSTEMS INSPECTION RECORD Retain a copy with permit ��? _���� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Project: MinEtifvt i,ic icii T Type of Inspection: ,Bila 1.-0/1\---- F( -L, Address: qqo / E ineAGichit tMVS Date Called: Special In tructions: , A -7-- 1-T Date Wanted: /6 3/-/? a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: e"K 64A-Zi)/c-- 5R Po 1--D/ N c- ANAL__ A -7-- 1-T 1 NAL ''f `/ L. y�PPii.akreg-i. /r %ew �'7'7'1��R/EI� / / 1 47Z �� , T'S �-/ /M2 77 Inspector: Date: /63-17 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 p7 -0165 - Project: , U5E i 1,1> fzia71--7" Type of Inspection: c zi 6- Address: gyaX..47/i g - 00y 5 Date Called: Special Instructions: Date Wanted: oQ /e! 7 a.m. p.m. Requester: PRA Phone No: 53- 256-- 5,5-82_ Approved per applicable codes. Corrections required prior to approval. COMMENTS: z*— 3v5 P eld/A0 crrYC Inspector: Date>, !s 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0.$ CITY OF TUKWILA BUILDING DIVISION tO7-J S- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Fipvimy OAR Pit) Abor ,- vi;Auk/ Type spection: il& Address:4 Date Called: Special Instructions: A Date Want : a.m : Request): Phone No: 6! No: �[ 3S6 sZ/I pproved per applicable codes. Corrections required prior to approval. COMMENTS: P14.-Ah(c-' area-1�i/ Inspector: Ddtey��7r// 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 Project: in (1,6'n 1 of ,I Ci+7' Typepf,Inspection: WALL 1 H/At .0W Address: 94,eg/ %414x`.-(r4A/AL. lAti S Date Called: Special Instructions: Date Wante : Y/ 7 p.m. Requestedd. etAi SC�44UtZ Phone No: 2s3 2sS=s &Z jpproved per applicable codes. Corrections required prior to approval. COMMENTS: G90/77‹,o Coysx-,1"5' corw, Dc3A Inspector: Date: -z4, -i, 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 1)i 7 -���' Projj cct: / �- ! nuJs..),w o 60 -kr- Type of Inspection: WALL 11).w - z_ f Address: Date Called: Special Instructions: zAA�� ��' /� (l'CC.— %C. '4ai S Date Wante 22`f l a.m. p.m.a Requeste �. bAtAv &-,ik'L•7 Phone No: gS3`z$5-' ra2, Approved per applicable codes. Corrections required prior to approval. COMMENTS: ¢& Fri wt1 C-- c-4bl R rDevz Inspector: Date: -22 - /7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao 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 1)17-o/ Project:yje / Y PUS 1 ei' g;( Type ..inspection: t//mm'i & Address: q�e)L/ E r 14i2 .m6Art wH Date Called: Instructions: L Y4 a=ss Date Wante ' : q/9,/r7Special //9/r7 ,'V m. Requeestte b4N/ Phone No: _ 253- ZSR`- 5-5-62. Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: p/ Inspector: Date: 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 I)/ -c /� S �r PERMIT NUMBERS CITY OF TUKWILA FIRE' DEPARTMENT 206-575-4407 Project: /31 Uses, , FZictI` Type of Inspection: f7 — Hood & Duct: Address: 9,.... Suite #: q Lt- f - "` voS Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: tc. t 6Y ---�.-- f Needs Shift Inspection: Sprinklers: yie.--`> Fire Alarm: \,S Hood & Duct: Monitor: / Pre -Fire: Permits: - Occupancy Type: Inspector: -1-7-1/1 - Date: /NSF/ 7-- 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 INSPECTION RECORD Retain a copy with permit Di? tqz- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:„.-- M4 Sprinklers: /-G S Type of Inspection: 146-11-- 16:1'x-Address: Address: Suite#: 944 cm s Contact Person: Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: - Sprinklers: /-G S Fire Alarrh; `'-/(' Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4. Date: l o l e' /lam Hrs.: t ✓ r_ e $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 0 C3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:.Type 5eUni 6( Ointil- of Inspection: 6)ve Address: Suite #: 9 Uf __ v . e1w 5 / Contact Person: ,Special Instructions: 1e ;moo o-)n-� . Phone No.: n.Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: i _ .--, Monitor: Pre -Fire: /Z- 69 /Liz- rd /(af /N 5 1e ;moo o-)n-� . ,//b t ------)(e---- ---1---e3C�c ,,va r ca z C9 Ca (-2-0,r-zb\ a 0 -(`8 (i d— '-ie-,aA--/- 'Roo -7.--r . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: a Inspector:.g Z- . m/5-3 / 3 Date: q//5 / f ') Hrs.: 4. 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 D 0 D 0 D D 0 a 0 0 0 0 Breakroom Renovation Museum of Flight 9404 East Marginal Way South, Seattle, WA Specifications Building Permit April 19, 2017 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 092017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 2 1 2017 PERMIT CENTER 1)11-0109' SECTION 00 0101 L-, TABLE OF CONTENTS DIVISION 1 GENERAL REQUIREMENTS See sheet A100 for more information Section Section Section Section DIVISION 2 01 1100 Summary of Work 01 3119 Project Meetings 01 3300 Submittal Procedures 01 6000. Product Requirements EXISTING CONDITIONS Section 02 5000 DIVISION 3 Selective Demolition CONCRETE — Not Used DIVISION 5 METALcS Section 05 4000 DIVISION 6 Section DIVISION 7 Section Section Section Section DIVISION 8 Cold -Formed Metal Framing WOOD & PLASTICS 06 4000 Architectural Woodwork THERMAL AND MOISTURE PROTECTION 07 2100 07 2700 07 6200 07 9200 Thermal Insulation Air Barrier Sheet Metal Flashing and Trim Joint Sealants DOORS AND WINDOWS Section 081100 Section 08 2100 Section 08 4100 Section 08 8100 DIVISION; 9 :I FINISHES Section•. << -:.09 2100 Section 09 2216 Section , .09 5100 Section 09 6500 Section 09 8100 Section 09 9100 Metal Door Frames Wood Doors Aluminum Fenestration Glass and Glazing Gypsum Board Non -Structural Metal Framing Acoustical Ceilings Resilient Flooring Acoustical Insulation Painting PERMIT SUBMITTAL Museum of Flight Breakroom Renovation TABLE OF CONTENTS 00 0101 - 1 L r n J n J 1 J fl 0-9 "1 DIVISION 10 SPECIALTIES Section 10 4400 Fire Extinguishers and Cabinets DIVISION 11 EQUIPMENT - Not Used DIVISION 12 FURNISHINGS Section 12 2413 Rolled Cloth Window Shades DIVISION 13 SPECIAL CONSTRUCTION - Not Used DIVISION 14 CONVEYING SYSTEMS - Not Used DIVISION 15 FIRE PROTECTION DIVISION 21 FIRE SUPPRESSION - Not Used DIVISION 22 PLUMBING DIVISION 23 HVAC DIVISION 24 INTEGRATED AUTOMATION - Not Used DIVISION 26 ELECTRICAL DIVISION 27 COMMUNICATION - Not Used DIVISION 31 EARTHWORK - Not Used DIVISION 32 EXTERIOR IMPROVMENTS - Not Used DIVISION 33 UTILITIES - Not Used PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 END OF SECTION TABLE OF CONTENTS 00 0101 - 2 SECTION 01 1100 SUMMARY OF WORK PART 1 GENERAL A. SYSTEM DESCRIPTION 1. Work of the Contract includes materials, products, equipment, labor, services and incidentals necessary and required for selective demolition, remodel and new, construction of the Museum of Flight's Breakroom Renovation as indicated on drawings titled "Breakroom Renovation" and described in this Project Manual, and in documents incorporated by reference. 2. The Contract Documents indicate the intended occupancy and utilization of the building and its individual systems and facilities. Compliance with governing regulations is intended and required for the work and for the Owner's occupancy and utilization. In addition to the requirement that every element of the work comply with applicable requirements of the contract documents. 3. The work of this Contract includes coordination of the entire work of the project, including preparation of general coordination drawings, diagrams and schedules, and control of site utilization, from beginning of construction activity through project close-out and warranty period. B. COMPONENTS 1. Work includes but is not limited to: Selective demolition of existing interior improvements, construction of new metal stud gypsum board partitions, plastic laminate casework, resilient flooring, carpeting, suspended ceilings, general architectural finishes, and mechanical, plumbing and electrical work. 2. Contractor Use of Premises: Limited to the area indicated, so as to allow for Owner occupancy and use by the public. a. Do not disturb portions of the premises outside the Work limit line. b. Keep existing driveways and entrances clear and available to the Owner and their employees at all times; do not use for parking or storage of materials. c. Do not encumber the site with materials or equipment. Confine stockpiling of materials and location of storage sheds to the areas approved by the Owner. If additional storage is necessary obtain and pay for such storage off site at no change in Contract amount. fl 771 3. Contractor Use of Existing Building: Maintain in a safe and weathertight condition throughout the construction period. Repair damage caused by construction operations. kJ Prevent damage to the building and injury of occupants during the construction period. = �J a. Keep public areas such as hallways, stairs, elevator lobbies and toilet rooms free fl from accumulation of waste material, rubbish or construction debris. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 SUMMARY OF WORK 01 1100- 1 rn b. Do not permit smoking and open fires within the building enclosure nor on the premises. c. Except for public toilet rooms designated for use by the Contractor's personnel, use of existing toilets within the building, is not permitted. d. Elevators: Freight elevator will be available temporary freight service and the transportation of construction personnel during the construction period; elevator must also be available to the Owner at all times. A second elevator may be used subject to ad hoc approval by the Owner. Coordinate elevator use with Owner's representative. Provide protective measures for the car and entrance doors and frames; restore the elevator to condition, replace worn cables, guide shoes and similar items of limited life at Project closeout. 4. Owner Occupancy: The Owner will occupy the site and the existing building during the entire period of construction. Cooperate fully with the Owner or their representative during construction operations to minimize conflicts and to facilitate Owner usage. Perform the work so as not to interfere with the Owner's operations. a. Contractor shall modify construction activities, means, methods and sequence as necessary to accommodate Owner occupancy. END OF SECTION PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 SUMMARY OF WORK 01 1100 - 2 SECTION 013119 PROJECT MEETINGS PART 1 GENERAL 1.1 SUMMARY A. Meeting Administration: Except as otherwise required by the Contract Documents the Contractor shall schedule and administer pre -construction meetings, periodic progress meetings, and specially called meetings throughout the progress of the Work. 1. The owner, their Authorized Representative and the Architect may direct the Contractor to call for and administer other meetings as appropriate to the status and schedule for the Work. The Contractor shall attend and administer these meetings as required. B. The entity (Contractor or Architect) responsible for meeting administration shall provide the following as a minimum. 1. Distribute written notice including agenda, of each meeting other than weekly meetings four (4) days in advance of meeting date. 2. Make physical arrangements for meetings. 3. Record the minutes; include all significant proceedings, decisions and actions required. Reproduce and distribute copies of minutes within three (3) days after each meeting: a. To all participants in the meeting and parties affected by meeting actions. C. Attendance by Contractor's Personnel: Project Manager, Superintendent, Project Engineer, contractors of any tier and suppliers as appropriate to the agenda. 1. Representatives of Contractor, subcontractors, and suppliers attending the meetings: qualified and authorized to act on behalf of the entity each represents. 2. The Owner, their authorized representative(s), Architect and their professional consultants will attend as appropriate to the status of the Work. 1.2 PRECON STRUCTI ON MEETING A. Time: Within 15 days of notice to proceed, unless otherwise, directed by the Owner. B. Location: On-site location as directed by the Owner. C. Suggested Agenda: 1. Construction Schedule; Subcontractor and supplier listing. 2. Critical work sequencing. 3. Major equipment deliveries and priorities. 4. Project Coordination: Designation of responsible personnel. 5. Procedures for and Processing of: a. Field Questions b. Proposal requests and modifications. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 PROJECT MEETINGS 013119-1 r r T c. Submittals. d. Progress payments. 6. Procedures for maintaining record documents. 7. Use of Premises: Requirements for Owner and Contractor. 8. Construction facilities, controls and construction aids. 9. Site Security procedures 10. Progress cleaning procedures. 1.3 PERIODIC MEETINGS A. The Contractor shall schedule regular weekly meetings to be held at the Contractor's project field office, unless otherwise directed. Agenda shall include but is not limited to the following. 1. Review, approval of minutes of previous meeting. 2. Review of work progress since previous meeting. 3. Revisions to construction schedule. a. Corrective measures and procedures to maintain schedule. b. Review of off-site fabrication, and delivery schedules. 4. Submittals: Review log and expedite as required.. 5. Quality Control 6. Construction Issues. 7. Items Carried Forward. 8. As Built Drawings and Record Documents. B. Coordination Meetings: As required by Section 01 31 00. C. Pre -Installation Conferences: Held at the Project well -in -advance of installation of Work as required, and as necessary for coordination with other work. Installer and representatives of the manufacturers and fabricators involved in or affected by the Work, and coordination or integration of it with other work that has preceded or will follow shall attend this meeting. Coordinate schedule with Architect. 1. At each meeting review progress of other work and preparations for the particular work under consideration including specific requirements for the following: a. Contract requirements; Supplemental Instructions; Modifications. b. Delivery, and storage of materials. c. Regulatory; Inspection and Test requirements. d. Environmental requirements, and weather limitations. e. Coordination, sequence, and schedule. f. Manufacturer's recommendations. g. Potential conflicts and compatibility problems. h. Acceptability of substrates. i. Material installation and details. j. Space and access limitations. k. Protection. 2. Minutes: Record of significant discussion, agreements, disagreements, resolution, and actions. Distribute promptly to attendees, Owner, and Architect. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 PROJECT MEETINGS 01 3119-2 3. Do not proceed with the work until pre -installation conference issues are resolved. Initiate actions necessary to eliminate impediments to performance of the work and reconvene pre -installation conference at the earliest feasible date. PART 2 PRODUCTS -- NOT USED PART 3 EXECUTION -- NOT USED END OF SECTION PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 PROJECT MEETINGS 01 3119-3 n n SECTION 013300 SUBMITTAL PROCEDURES PART 1 GENERAL 1.1 SUMMARY A. Section Includes: Procedural requirements for work-related, and administrative submittals. 1. Administrative Submittals: Refer to Division -1 Sections, conditions of the Contract and other contract documents for requirements for administrative, non -work-related submittals. 2. Project Closeout Submittals: Refer to Section 01 7700. 1.2 DEFINITIONS A. Administrative Submittals: Non -work-related including, but not limited to the following: 1. Permits. 2. Payment applications. 3. Performance and payment bonds. 4. Insurance certificates 5. Inspection and test reports. 6. Schedule of values. 7. Progress reports. 8. Coordination documentation. 9. Meeting minutes B. Shop Drawings: Technical drawings and data specially prepared for this project, standard information prepared without specific reference to the Project will not be accepted as shop drawings. Shop drawings include but are not limited to the following items: 1. Fabrication and installation drawings. 2. Setting diagrams. 3. Shopwork manufacturing instructions. 4. Templates. 5. Patterns. 6. Contractor's Coordination documents. 7. Schedules. 8. Design mix formulas. 9. Contractor's engineering calculations. C. Product Data: Demonstrate product complies with requirements; printed information, typically not specially -prepared for this project, includes but is not limited to the following. 1. Manufacturer's specifications, installation, operation and maintenance instructions, and catalogue cuts. 2. Manufacturer's Safety Data Sheets. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 SUBMITTAL PROCEDURES 01 3300 - 1 3. Color charts. 4. Roughing -in diagram and templates. 5. Standard wiring diagrams. 6. Mill reports. E. Samples: Physical examples of products and materials; approved samples may be used for evaluation of acceptability of final Work. Materials and products having a range of deviation in their finished appearance that is to be acceptable in the Work provide sufficient number of samples to demonstrate the entire range of deviations proposed, but in no case less than five; such materials include but are not limited to wood products, stone, and brick. Samples include but are not limited to the following: 1. Manufactured and fabricated work representative of the final quality and appearance to be provided in the Work. 2. Products and materials. 3. Complete units of repetitively -used materials. 4. Samples showing color, texture and pattern. 5. Color range sets for final selection of colors where options exist or are required. 6. Units of work to be used for independent inspection and testing. F. Miscellaneous Submittals: Work-related, non -administrative submittals that do not fit in the three previous categories, including, but not limited to the following: 1. Specially -prepared and standard printed warranties. 2. Maintenance agreements. 3. Survey data and reports. 4. Project photographs. 5. Testing and certification reports. 6. Record drawings. 7. Field measurement data. 8. Operating and maintenance manuals. 9. Keys and other security protection devices. 10. Maintenance tools and spare parts. 1.3 SUBMITTAL PROCEDURES A. Preparation and Processing: Coordinated with the performance of the Work, other submittals, testing, purchasing, fabrication, delivery and similar sequential activities. Where electronic files are utilized in the submittals process only a material original stamped and signed by the Architect shall be acceptable as the official record document. 1. Quantities of submittals required by this Article may be adjusted to facilitate utilization of electronic transfer of information as directed, but in all cases a processed material original shall be retained as required for Record Documents. B. Interrelated Work: Coordinated for Architect's review so that processing will not be delayed by the need to review submittals, concurrently; Architect retains the right to withhold action on incomplete submittals pending receipt of related materials. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 SUBMITTAL PROCEDURES 01 3300 - 2 ru IJ n LJ n n n n `-1 ,J fl J 1.4 SUBMITTAL FORMAT A. Comply with the following requirements for each type of submittal, unless otherwise required in individual technical Sections. 1. Deviations from Contract Documents: Noted on transmittal, and described on a separate attachment, and identified on the submittal. 2. Approved Final Submittals: Maintain as returned by Architect, distribute copies to subcontractors, governing authorities and others as required for proper performance of the work. Show distribution on transmittal forms. Keep record submittals on site for quality control comparisons, acceptance of Work, and incorporation into record documents. 3. Unless otherwise required issue submittal and obtain Architect's approval prior to ordering materials, and beginning fabrication. B. Labeling: For identification processing and recording of action taken 1. Project name. 2. Date. 3. Name and address of subcontractor, material supplier and manufacturer. 4. Reference information to Construction Documents, pertinent drawings and specifications. 5. Contractor's signed review and approval markings 6. 4 by 5 inch space for the Architect's processing marking. C. Transmittal Form: Attached to all submittals. Submittals transmitted to the Architect from sources other than the Contractor will be returned to sender without action. Provide places for the following information: 1. Project name. 2. Date. 3. To: / From: 4. Names of subcontractor, manufacturer and supplier. 5. Category and type of submittal. 6. Submittal and transmittal distribution record. 7. Signature of transmitter. 8. Contractor's signed certification stating that the information submitted complies with the requirements of the Contract Documents. 9. Other pertinent information. D. Shop Drawings: To scale, and with dimensions. Identify specific products, materials, compliance with specified standards, coordination requirements, and field measurements. 1. Format: Between 8.5 by 11 inch, and 36 by 48 inch. Provide title block indicating Project, firm preparing drawing, drawing scale, date and revisions. Allow 4 by 5 inch space beside title block for processing marks. 2. Do not reproduce contract documents or copy standard printed information as the basis of shop drawings. 3. Submittal: One reproducible print, one reproducible copy of the processed document will be returned for the Contractor's reproduction and distribution as necessary. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 SUBMITTAL PROCEDURES 01 3300 - 3 4. Coordination Drawings: Prepared as necessary and required to show special requirements for integration of separate components and systems. 5. Mechanical and Electrical Work: Refer to Division -15 and Division -16 sections for additional general requirements. Product Data: Manufacturer's standard printed recommendations for applications shown, compliance with Reference Standards, tests, labels and seals, performance and aesthetic characteristics, required to document conformity with the Contract Documents. 1. Format: Single submittal incorporating required information. Indicate choices and options; where data includes items not required for the Project identify products and information applicable to the Project. 2. Nonstandard Product Data: Submit as Shop Drawings where standard printed data is not acceptable. 3. Acceptable Submittal: Minimum 4 copies of required product data, one processed copy will be returned. Provide additional copies when the Contractor wishes to have more than one processed copy returned. Confirm product compliance with Contract Documents prior to submitting. 4. Refer to Section in Divisions 22, 23 and 26 as applicable for additional general requirements on product data for plumbing,mechanical and electrical work respectively. F. Samples: Fabricated, cured and finished, physically identical to material or product to be incorporated in the Work. Where color, pattern, and texture variations are inherent provide sufficient number of samples to show the full range of variation to be expected in the final Work, but not -less -than three units. Match Architect's sample, where specified; when samples are required for Architect's selection of color, texture and pattern submit complete range of available choices. Samples are for Architect's visual review of generic kind, color, pattern, and texture, and coordination of these characteristics with related elements of the Work; compliance with other required characteristics is Contractor's responsibility. 1. Format: Description of sample, material or product name, manufacturer, source, limitations of availability, size and delivery time, and compliance with reference standards and regulatory requirements. 2. Special Procedures: Indicate on transmittal for disposition of samples that may be returned and incorporated into the Work in accordance with Section requirements. 3. Submittals: A minimum •ofthree samples, provide additional samples when directed. 4. Refer to Division -1 5 and Division -16 sections for additional general requirements applicable to samples for mechanical and electrical work, respectively. G. Miscellaneous Submittals: 1. Inspection and Test Reports: Process as Shop Drawing when specially prepared for the project, or as Product Data when a standard publication of workmanship control testing at the point of production. 2. Construction Digital Photographs: Provide general documentation of the Work; color images, 640 by 480 pixels on CD-ROM and one set of permanent 8 by 10 inch prints on stable media, with 0.75 inch wide margin punched for. standard 3 -ring binder. Take a minimum of three project photographs at weekly intervals from vantage points as directed. Photographs of specific work activities required by other Sections shall be PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 SUBMITTAL PROCEDURES 01 3300 - 4 ECJ LJ fl r E r 1 LJ 7 J provided in addition to those required in this Section Identify each print on the back -side with name of project, date of shot and description of vantage point. a. Provide the Owner with a release for reproduction and use of photographs. 1.5 ARCHITECT'S ACTION A. Processing of Contractor submittals by attached memorandum or mark-up with comments and affix a stamp to indicate status of review as follows: "Reviewed", "No Exceptions Taken", "Make Corrections Noted", "Rejected", or "Revise and Resubmit". "Checking is for general conformance with design concepts and compliance with Contract Document information. Corrections or comments made do not relieve contractor from complying with contract requirements. Contractor responsible for: confirmed correlated site dimensions, fabrication process, techniques of construction, and coordination of his work with all other trades." B. Review Time: Sufficient in the Architect's professional judgment for processing of each submittal and coordination with related work. Schedule submittals so as not to delay progress of the Work as a result of time required to properly process submittals, and resubmittals. Advise the Architect on each submittal where processing time is critical. 1. The Architect, acknowledging Contract Time limits, will process submittals with all deliberate speed in a manner consistent with the Architect's responsibilities. 2. Architect will promptly advise Contractor when submittal processing must be delayed for coordination with submittals not yet received. 3. No extension of time will be authorized due to Contractor's failure to properly coordinate submittals and transmit them to the Architect sufficiently in advance of the work. C. The Owner may direct adjustment to these processing procedures where necessary to facilitate utilization of electronic data transfer. Such modifications shall not affect the requirement for material original Record Documents. PART 2 PRODUCTS - Not Used PART 3 EXECUTION - Not Used PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 END OF SECTION SUBMITTAL PROCEDURES 01 3300 - 5 SECTION 01 6000 PRODUCT REQUIREMENTS PART 1 GENERAL 1.1 SUMMARY A. Section includes requirements for general control of product, material, equipment, and substitution requests. 1.2 DEFINITIONS A. Products Including ",materials", "equipment", "system" and terms of similar intent: Items to be incorporated in to the Work, regardless of whether specifically purchased for the Project or taken from the Contractor's stock. B. Named Products: Identified by use of the manufacturer's name, make, or model designation, current as of the date of the Contract Documents. C. Materials: Products that must be substantially cut, shaped, worked, mixed, finished and otherwise processed for incorporation into the Work. D. Equipment: A product with operational parts, whether motorized or manually operated, or requiring service connections. E. Method: Specific entity (including installers and subcontractors), technique, or sequence required by the Contract Documents. F. Substitutions: Contractor's requests for changes in the products, materials, equipment and methods of construction required by the Contract Documents. Unless otherwise required the Contractor's determination of and compliance with governing regulations and orders by authorities are "substitutions" and are not a basis for change orders. 1. The following are not considered substitutions. a. Revisions to the Contract requested by the Owner or Architect. b. Substitutions accepted prior to the Contract Date, and included in the contract documents by addendum. c. Contractor Option where specific manufacturer and product are listed. Where only a manufacturer is listed provide a substitution request for the product of the listed manufacturer submitted in lieu of the specified product when requested by the Architect. 1.3 SUBMITTALS A. Substitution Request Submittal: Identify the product, fabrication, or method to be replaced by the substitution; include related specification section and drawing numbers. Include the following: PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 PRODUCT REQUIREMENTS 01 6000 - 1 n Li n n 1. Complete product data, drawings and descriptions of products, and fabrication and installation procedures. 2. Samples where applicable or requested. 3. Detailed comparison of the proposed substitution with the work originally specified, including size, weight, durability, performance and visual effect. 4. Complete coordination information, and changes required in the Work to accommodate the substitution, including work performed by the Owner and separate Contractors. 5. Indicate effect substitution will have on the work schedule in comparison to the schedule without approval of the proposed substitution. 6. Provide complete cost information, including a proposal of the net change, if any in the Contract Sum. 7. Contractor certification that the proposed substitution will result in work that is equal -to or better than the work required by the Contract documents, and that it will perform adequately in the application indicated. 8. Contractor's waiver of rights to additional payment or time, which may subsequently be necessary because of the failure of the substitution to perform adequately. B. Substitution Request Form: Standard CSI form or similar approved form. 1. Architect's Action: Post -bid substitutions; Within ten days of receipt of the Contractor's request for substitution, the Architect will notify the Contractor of either the acceptance or rejection of the proposed substitution. 2. Acceptance of Substitutions During Bidding: By Addendum. 3. Acceptance of Substitutions After Contract is Signed: By Change Order. 1.4 QUALITY ASSURANCE A. Source Limitations: Provide products of the same generic kind, from a single source, for each unit of work. B. Assembled Products and Constituent Components: Current production by manufacturers regularly engaged in the manufacture of such items. When two or more of the same units are required, they shall be products of one manufacturer. Manufacturer of equipment assemblies, which includes components made by others, shall assume complete responsibility for the final assembled unit. 1. Constituent Parts: Compatible with each other and with the total assembly for the intended service. Like parts shall be product of a single manufacturer. C. Compatibility of Products and Materials: Essential requirement for the incorporation of every product and material in to the Work. Each product and material selected for use in the Work must be compatible with other products previously selected. Universal compatibility between rl specified products and materials and alternative and substituted products and materials is not assured by the Contract documents, but must be provided by the Contractor. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle products in accordance with manufacturer's recommendations, and standards referenced in individual Sections. Maintain fitness for intended application; prevent loss, theft, damage, contamination, deterioration, and overcrowding of Project. Minimize on - r PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 PRODUCT REQUIREMENTS 01 6000 - 2 site storage period, especially for items known or recognized to be flammable, hazardous, and easily damaged. 1. Ferrous and Galvanized Metal Products: Keep dry, off of the ground, covered with tarpaulins; provide for ventilation and escape of water vapor. Prevent wet storage stain. B. Deliver products to the site in the manufacturer's sealed container or other protective packaging complete with labels, tags, and instructions for handling, storing, unpacking, protecting and installing. C. Store products at the site in a manner that will facilitate inspection and measurement of quantity or counting of units. Avoid concentrated loads that could endanger supporting construction. Avoid extremes of temperature and humidity. PART 2 PRODUCTS 2.1 MATERIALS AND MANUFACTURED UNITS A. Products: New, Undamaged, comply with Contract requirements, and complete with all accessories, trim, finish, safety guards, devices and details necessary for a complete installation. 1. Provide products used successfully in similar conditions of service on other projects. 2. Replacement Parts and Product: Certified by Manufacturer as being readily available to Owner at a later date. B. Individual Requirements for Products and Manufacturers: Included in the Contract Documents, when conflicting requirements are discovered, obtain Architect's clarification before proceeding. 1. Visual Matching: Determined by the Architect; request substitution where product is not available that matches the sample satisfactorily and complies with other requirements. C. Product Options: Controlled by Contract requirements only. 1. Except as denoted by the term "or approved" requests for substitution will be accepted only during the bidding period, comply with requirements for substitutions to obtain approval of unnamed product, and manufacturer. 2. Single Product, and Manufacturer Name: No options, provide as listed. 3. Multiple Product, and Manufacturer Names: Contractor's option, provide one from list 4. No Product, and Manufacturer Name: Contractor's option, provided choice complies with specified properties and performance characteristics, and is recommended in writing by manufacturer for conditions of service shown. General product performance is implied where express performances are specified. D. Manufacturer's Nameplate and Trademarks, do not attach or imprint on surfaces of products exposed to view in occupied spaces nor on the exterior of the completed project, except as required for labels and operating data. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 PRODUCT REQUIREMENTS 01 6000 - 3 r. n fl u L U 7 3.1 INSTALLATION l . Required Labels: Where required for observation after installation, locate on inconspicuous, accessible surface or otherwise conceal. 2. Permanent Equipment Nameplates: Provide on inconspicuous, accessible surface of each item of service -connected and power operated equipment. Include the following and essential operating data. a. Manufacturer and Product Names. b. Model and Serial Number. c. Capacities and Ratings. 2.2 SUBSTITUTIONS A. Contractor's submittal of and the Architect's acceptance of shop drawings, product data or samples which relate to work not complying with requirements of the contract documents, does not constitute an acceptable request, nor approval, for a substitution. B. Conditions: Contractor's request for substitution will be received and considered when extensive revisions to the contract documents are not required, when the proposed changes are in keeping with the general intent of the Contract, when the request is timely, fully documented and properly submitted, and one or more of the following conditions is satisfied, as determined by the Architect; otherwise requests will be returned without action except to record non-acceptance. 1. Request is received ten days prior to bid opening, except as otherwise permitted in this Section. 2. Specified product or method cannot be provided within the Contract time except as a result of the Contractor's failure to pursue the work promptly and to coordinate the various activities properly. 3. Specified product or method cannot receive necessary approval by a governing authority, and the requested substitution can be approved. 4. Substantial advantage is offered the Owner, in terms of cost, time, energy conservation or other considerations of merit, after deducting offsetting responsibilities the Owner may be required to bear, including additional compensation to the Architect for redesign and evaluation services, increased cost of other work by the Owner or separate contractors, and similar considerations. 5. Specified product or method cannot be provided, and coordinated in a manner which is compatible with other materials of the work, and where the Contractor certifies that the substitution will overcome the incompatibility. 6 The Architect will consider a request for substitution when the specified product or method is not available with the special warranty required for the Project and where the Contractor certifies that their proposed substitution will be warranted as required. PART 3 EXECUTION n n A. Except as otherwise indicated in individual sections of these specifications,comply with the manufacturer's instructions and recommendations for installation of the products in the applications indicated. Anchor each product securely in place, accurately located and aligned with other work. Clean exposed surfaces and protect surfaces as necessary to ensure freedom from damage and deterioration at time of acceptance. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 PRODUCT REQUIREMENTS 01 6000 - 4 1. Protect installed Work, including Owner furnished Contractor installed components and Owner installed work, from damage due to construction activities. B. Installer's Inspection of Conditions: Require the Installer of each major unit of work to inspect the substrate to receive work and conditions under which the work is to be performed. The Installer shall report all unsatisfactory conditions in writing to the Contractor. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. C. Inspect each item of materials and equipment immediately prior to installation. Reject damaged and defective items. END OF SECTION PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 PRODUCT REQUIREMENTS 01 6000 - 5 0 e- a 0 0 0 0 0 SUBSTITUTION REQUEST TO: The Construction Specifications Institute Northwest Region PROJECT: SPECIFIED ITEM: Section Page Article & paragraph Description PROPOSED SUBSTITUTION: Attached data includes product description, specifications, drawings, photographs, performance and test data adequate for evaluation of request including identifying applicable data portions. Attached data also includes description of changes to Contract Documents and proposed substitution required for its proper installation. Undersigned certifies following items, unless modified by attachments, are correct: 1. Proposed substitution does not affect dimensions shown on drawings. 2. Undersigned pays for changes to building design, including engineering design, detailing, and construction costs caused by proposed substitution. 3. Proposed substitution has no adverse effect on other trades, construction schedule, or specified warranty requirements. 4. Maintenance and service parts available locally or readily obtainable for proposed substitution. Undersigned further certifies and guarantees that function, appearance, and quality of proposed substitution are equivalent or superior to specified item. Undersigned agrees, if this page is reproduced, terms and conditions for substitutions found in Bidding Documents apply to this proposed substitution. Submitted by: Name (Print) General Contractor (if after award of Contract) O Signature Firm Name 0 0 0 0 0 0 Address City, State, Zip Date Telephone Fax Attachments: PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 14 April 2017 For use by A/E ❑ Approved ❑ Not Approved ❑ ❑ Approved as noted Received too late By Date Remarks PRODUCT REQUIREMENTS 01 6000 - 6 SECTION 01 7700 CLOSEOUT PROCEDURES PART 1 GENERAL 1.1 SUMMARY A. Section includes administrative and procedural requirements to be fulfilled near the end of the Contract time in preparation for final acceptance of the Work and final payment to the Contractor and normal termination of the Contract. B. Contract Close-out: Directly related to "Substantial Completion" and "Final Acceptance". Specific requirements for individual units of work are included in the individual Sections of the Specifications. 1. Substantial Completion: A single time period for the entire Work unless otherwise required. 2. Final Acceptance: Subsequent to Substantial Completion; a single time period for the entire Contract regardless of any incremental procedures for establishing Substantial Completion. C. Following Contractor's certification of completion and request for review, the Architect will review the Work once for Substantial Completion and once for Final Acceptance. 1. Upon completion of each review, the Architect will prepare either a Substantial Completion or Final Acceptance certificate, or advise the Contractor of incomplete work and unfulfilled prerequisites. 2. Where more than one review for either Substantial Completion or Final Acceptance is required the Contractor shall reimburse the Owner for all costs associated with these additional reviews. 1.2 PREREQUISITES FOR SUBSTANTIAL •COMPLETION A. Complete the following before requesting the Architect's review for certification of substantial completion, either for the entire Work or for portions of the Work. List known exceptions in the request. 1. In the progress payment request that coincides with, or is the first request following, the date substantial completion is claimed, show either 100 percent completion for the portion of the Work claimed as "substantially complete", or list incomplete items, the value of incomplete work, and reasons for the Work being incomplete. 2. Include supporting documentation for completion as required in the Contract Documents. 3. Submit an accounting of changes to the Contract Amount. 4. Advise Owner of pending insurance change -over requirements. 5. Submit special warranties, workmanship/maintenance bonds, maintenance agreements, final certifications and similar documents. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 CLOSEOUT PROCEDURES 01 7700 - 1 • 1, 7 fl L1 6. Obtain and submit releases enabling the Owner's full, unrestricted use of the Work and access to services and utilities. Where required, include occupancy permits, operating certificates and similar releases. 7. Submit record drawings, maintenance manuals, final contract photographs, damage or settlement survey, and all other record documentation. 8. Deliver tools, spare parts, extra stocks of material and similar physical items to Owner. 9. Make the final change -over of locks and transmit keys to the Owner. Advise the Owner's personnel of the change -over in security provisions. 10. Complete start-up testing of systems, and instruction of the Owner's operating and maintenance personnel. Discontinue or change over and remove temporary facilities and services from the site, along with construction tools and facilities, and similar elements. l 1. Complete final cleaning up requirements, including touch-up painting of marred surfaces. 12. Repair and restoration of damaged finishes. B. Review Procedure: Upon receipt of the Contractor's request for Substantial Completion review, the Architect will either proceed with review or advise the Contractor of unfulfilled prerequisites. 1. Following the review, the Architect will prepare the certificate of Substantial Completion, or advise the Contractor of work that must be performed before the certificate will be issued and that a reinspection is required to establish Substantial Completion. 2. Results of the Substantial Completion review will form the Architect's "punch -list" of work to be completed for Final Acceptance. 1.3 PREREQUISITES FOR FINAL ACCEPTANCE A. Complete the following before requesting the Architect's final review for certification of final acceptance, and final payment as required by the General Conditions. List known exceptions, if any, in the request. 1. Submit the final payment request with final releases and supporting documentation not previously submitted and accepted. Include certificates of insurance for products and completed operations where required. 2. Submit an updated final statement, accounting for final additional changes to the Contract Sum. 3. Submit a certified copy of the final punch -list of itemized work to be completed or corrected, stating that each item has been completed or otherwise resolved for acceptance and has been endorsed and dated by the Architect. 4. Submit consent of surety, and final waiver of lien. 5. Submit evidence of final, continuing insurance coverage complying with insurance requirements. B. Review Procedure: Upon receipt of the Contractor's request for Final Acceptance review, the Architect will either proceed with review or advise the Contractor of unfilled prerequisites. 1. Following the review, the Architect will prepare the certificate of Final Acceptance or advise the Contractor of work that must be performed before the certificate will be issued and that a reinspection is required to establish Final Acceptance. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 CLOSEOUT PROCEDURES 01 7700 - 2 1.4 RECORD DOCUMENTS A. Do not use record documents for construction purposes; protect from deterioration and loss in a secure, fire -resistive location; provide access to record documents for the Architect's reference during normal working hours. Upon completion of mark-up, submit complete set of record documents to the Architect for the Owner's records. 1. Mark-up record documents to show the actual installation where the as -built work varies substantially from the work as originally shown. 2. Mark the document most capable of recording the actual as -built condition fully and accurately. Give particular attention to concealed work that would be difficult to measure and record at a later date. 3. Annotate cross-references to other record documents and Contract modifications where applicable. B. Record Drawings:, Complete set of opaque reproductions acceptable to the Architect of Contract drawings and shop drawings in a clean, undamaged condition. Where shop drawings are used for mark-up, record a cross-reference at the corresponding location on the Contract drawings. 1. Mark record sets with red erasable pencil and, where feasible, use other colors to distinguish between variations in separate categories of work. 2. Mark-up new information which is known to be important to the Owner, but may not be fully described on Contract Drawings or shop drawings. 3. Organize record drawing sheets into manageable sets, bind with durable paper cover sheets, and print suitable titles, dates and other identification on the cover of each set. C. Record Specifications: Maintain one complete copy of the Contract Manual, including specifications and addenda, and one copy of other written constriction documents such as change orders and similar modifications issued in printed form during construction. 1. Give particular attention to substitutions, selection of options. Cross reference record drawing information and product data, where applicable. D. Record Product Data: Maintain one copy of each product data submittal. Mark these documents to show significant variations in the actual Work performed in comparison with the submitted information. Include both variations in the products as delivered to the site, and variations from the manufacturer's instructions and recommendations for installation. Give particular attention to concealed products and portions of the Work which cannot otherwise be readily discerned at a later date by direct observation. Note related change orders and mark-up of record drawings and specifications. E. Upon completion of mark-up, submit complete set of record product data to the Architect for the Owner's records. F. Maintenance Manuals: Three bound sets in heavy-duty 2 -inch, 3 -ring vinyl -covered binders, with pocket folders for folded sheet information, provide multiple volumes where a single two inch binder is not sufficient. Mark the appropriate identification on both front and spine of PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 20] 7 CLOSEOUT PROCEDURES 01 7700 - 3 n j r-, n 1 each binder. Provide table of contents and index for each binder, and include the following types of information: 1. Emergency operation and shut -down instructions. 2. Spare parts listing. 3. Copies of warranties. 4. Wiring diagrams, flow charts and similar descriptive function diagrams. 5. Recommended maintenance cycles, trouble -shooting and inspection procedures 6. Shop drawings and product data germane to maintenance. G. Special Warranty Documents: Bound in 3 -ring lose -leaf binder sized for contents with table of contents. Provide identifying dividers for each separate warranty organizing document in accordance with the division and Sections of the Project Manual. 1. Cover: Project identification and general binder contents. 2. Provide additional copies of each warranty to include in operation and maintenance manuals. PART 2 PRODUCTS -- NOT USED PART 3 EXECUTION 3.1 CLOSE-OUT PROCEDURES A. General Operating and Maintenance Instructions: Arrange for each installer of operating equipment and other work that requires regular or continuing maintenance, to meet at the site with the Owner's personnel to provide necessary basic instruction in the proper operation and maintenance of the entire Work. Where installers are not experienced in the required procedures, include instruction by the manufacturer's representatives. As part of this instruction provide a detailed review of the following items: a. Maintenance manuals b. Record documents c. Spare parts and materials d. Tools e. Lubricants f. Fuels g. Identification systems h. Control sequences i. Hazards j. Cleaning k. Warranties, bonds, maintenance agreements and similar continuing commitments. 2. As part of this instruction for operating equipment demonstrate the following procedures: a. Start-up b. Shut -down c. Emergency operations d. Noise and vibration adjustments e. Safety procedures PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 CLOSEOUT PROCEDURES 01 7700 - 4 f. Economy and efficiency adjustments g. Effective energy utilization 3.2 FINAL CLEANING A. General Cleaning during the regular progress of the Work is required by the General Conditions and as required in Section 01500. B. Final Cleaning: As directed and required. Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit of work to the condition expected from a normal, commercial building cleaning and maintenance program. Comply with the manufacturer's instructions for operations. 1. Special cleaning requirements for specific units of Work are included in the appropriate sections of Divisions 2 through 16. C. Complete the following cleaning operations before requesting the Architect's review for certification of substantial completion. 1. Remove labels which are not required as permanent labels. 2. Clean transparent materials, including mirrors and glass in doors and windows, to a polished condition. Remove putty and other substances which are noticeable as vision - obscuring materials. Replace chipped or broken glass and other damaged transparent materials. 3. Clean exposed exterior and interior hard -surfaced finishes to a dust -free condition, free of dust, stains, films and similar noticeable distracting substances. Restore reflective surfaces to their original reflective condition. Leave concrete floors broom clean. Vacuum carpeted surfaces. 4. Wipe surfaces of mechanical and electrical equipment clean. Remove excess lubrication and other substances. Clean plumbing fixtures to a sanitary condition. Clean light fixtures and lamps. 5. Clean the Site, including landscape development areas, of rubbish, litter and other foreign substances. Sweep paved areas to a broom clean condition; remove stains, spills and other foreign deposits. Rake grounds that are neither paved nor planted, to a smooth even -textured surface. D. Removal of Protection: Except as otherwise indicated or requested by the Architect, remove temporary protection devices and facilities which were installed during the course of the work to protect previously completed work during remainder of the construction period. E. Where extra materials of value remaining after completion of associated work have become Owner's property, dispose of these materials to the Owner's best advantage as directed. END OF SECTION PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 CLOSEOUT PROCEDURES 01 7700 - 5 n r, LJ tJ n j n n j C SECTION 02 5000 SELECTIVE DEMOLITION PART 1 GENERAL 1.1 SUMMARY A. Section includes requirements for careful removal and salvage for the Owner's benefit of select structures, components and improvements as specified herein. In addition, Contractor is encouraged, but not required, to pursue means and methods in demolition work that facilitate recovery and reuse of other materials and components within the practical limitations of the Project so as to minimize the quantity of materials disposed to landfill. 1. Work Required to be Demolished: Unless otherwise noted, property of the Contractor and disposed off site by the Contractor as work progresses. Do not store or sell demolished items on site. 1.2 SUBMITTALS A. Demolition Schedule: Provide for installation of protection and pollution control measures; coordination of utility shut-off, capping and bypass; and delivery of salvage items to Owner. B. Shop Drawings: Where demolition work requires stabilization and protection, submit drawings detailing proposed system. Drawings and calculations shall be stamped by Contractor's Structural Engineer licensed in the State of Washington. C. Deconstruction and Salvage Plan: Developed and implemented by the Contractor using their best skill and attention to plan Project activities so as to achieve the Project objectives for salvage and resource recovery and recycling, and comply with requirements of this Section as a minimum. The Plan shall document proposed means, methods, and sequence for performance of the Work and allow evaluation of compliance with Project objectives and the Contract requirements. Reviewed neither for aspects of safety nor the potential of hazardous conditions. Prevention and control of hazardous and unsafe conditions is the responsibility of the Contractor. One processed copy will be returned to the Contractor for action as directed. D. Regulatory Agency Authorization: Submit for Architect's review where written authorization is required for demolition work. This requirement shall not relieve Contractor of responsibility for obtaining required authorizations. E. Hidden Conditions Report: Detailed descriptive report of nature and scope of conditions encountered. 1.3 PROJECT CONDITIONS PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation i31 19 Apri12017 SELECTIVE DEMOLITION 02 5000 - 1 A. Owner will be continuously occupying facilities immediately adjacent, below and proximate to the Work; conduct work to prevent disruption to the normal use and occupancy of the Owner and their tenants. 1. Provide minimum of 72 hours advance notice to Owner of demolition activities which may interrupt utility services or otherwise severely impact Owner's normal operations. B. Condition of Structures: Owner assumes no responsibility for actual condition of items or structures to be demolished. Conditions existing at time of commencement of contract will be maintained by Owner insofar as practicable. However, variations within structure may occur by Owner's removal and salvage operations prior to start of selective demolition work. C. Traffic: Conduct work to minimize interference with roads, streets, walks, and adjacent occupied or used facilities. 1. Neither close nor obstruct streets, walks, transportation stops and other occupied or used facilities without written permission from authorities having jurisdiction and the Owner. D. Explosives: Use is not permitted. E. Utility Services: Maintain existing utilities indicated to remain in service, protect against damage due to demolition work. 1. Do not interrupt existing utilities without written authorization of authorities having jurisdiction. 2. Provide temporary services during interruptions to existing utilities, as acceptable to Architect and governing authorities. F. Temporary Facilities and Controls: Minimize air, noise, water and soil pollution; provide as necessary to mitigate and abate nuisances resulting from demolition activities that may adversely affect Owner's occupancy, and to comply with governing authorities' environmental protection requirements. 1. Prevent damage to improvements to remain due to exposure to weather, construction operations and other sources of potential damage. Provide weatherproof and insulated temporary enclosure and all other temporary facilities necessary to prevent the delay in the progress of the Work and any loss to Owner. 2. Temporary shoring, supports and all other facilities necessary for the Work are the Contractor's responsibility at no additional cost to the Owner. 3. Environmental Controls: In enclosed spaces, provide ambient temperature between 50 and 90 degrees F and adequate ventilation for safe working conditions. PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 SELECTIVE DEMOLITION 02 5000 - 2 n u n L-1 n 3.1 PREPARATION A. Protection: Provide temporary barricades, bridging and other protection as necessary due to demolition work, and regulatory requirements. 1. Provide free and safe passage of Owner's personnel and general public to and from occupied portions of project. 2. * Protect Owner's personnel and general public from injury. B. Erect and maintain dust -proof partitions and closures as required to prevent spread of dust fumes to occupied portions of the building. C. Provide weatherproof closures for exterior openings resulting from demolition work. D. Locate, identify; stub off and disconnect utility services not indicated to remain. Provide bypass connections as necessary to maintain continuity of service to occupied areas of building. 3.2 DEMOLITION ' A. Completely remove each structure and improvement required. Protect conditions resulting from demolition work where these could present a hazard. Provide for inclement weather control and prevent impounding of precipitation. B. Where hidden conditions are discovered that conflict with scope or nature of work indicated, document conditions encountered and adjust schedule to prevent delay of work pending Architect's directive. 3.3 CLEAN-UP AND REPAIR A. Upon completion of demolition work, remove tools, equipment and demolished materials from site. Clean and repair improvements and structures soiled or damaged by demolition work. B. Recover, recycle and remove demolition products in accordance with Contractor's approved Resource and Recovery Waste Management Plan. On-site disposal by any means is not acceptable. E. Collect, transport and legally dispose of debris from demolition project regularly; do not permit debris to accumulate. Burning is not permitted. END OF SECTION PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 SELECTIVE DEMOLITION 02 5000 - 3 SECTION 05 4000 COLD -FORMED METAL FRAMING PART 1 GENERAL 1.1 SUMMARY A. Section includes requirements for cold -formed metal framing systems of principally 14 and 15 gauge components. Metal Framing Systems for. units 18 gauge and lighter are work of Section 09 2100. 1.3 ADMINISTRATIVE REQUIREMENTS A. Coordination: Work of this Section includes framing for support and attachment of other work, including but not limited to work of the Sections listed here. Coordinate location with requirements for the work to be attached and supported. Provide components configured for attachment requirements and sized to support imposed loads in compliance with system description requirements. 1. Section 08 4100 Aluminum Fenestration: Support of curtainwall assemblies B. Pre -Installation Conference: Comply with requirements for Project Meetings. 1. Confirm the work has been properly coordinated for metal framing assemblies for support and attachment of other work as required. 1.4 SUBMITTALS A. Product Data: include but is not limited to manufacturer's ICC -ES report for components and complete structural information necessary to demonstrate compliance for work of this Section with System Description and Project requirements. Shop Drawings: Framing, supports, and assemblies required as work of this Section for connection and support of other work, including but not limited to the Sections noted under 1.2.A above shall be stamped by Contractor's Washington Registered Structural Engineer demonstrating compliance with System Description and Project requirements; include calculations and the following. 1 Member gauges, spacing and sizes. 2. Shop and field assembly details including cuts and connections. 3. Type and location of welds, bolts and fastening devices. 4. Detail bracing, bridging and accessories necessary for complete stable installation. 5. Coordination details for related, supported and adjoining work. 6. Secondary supports and supplemental framing. 1.5 QUALITY ASSURANCE PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 COLD -FORMED METAL FRAMING 05 4000 - 1 A. Manufacturer: Provide products of a manufacturer complying with local/regional materials requirements. Member of Steel. Stud Manufacturers' Association or Certified Steel Stud Assoc. (membership in the Steel Framing Industry Assoc. is not acceptable) and producing ICC -ES certified structural components. PART 2 PRODUCTS 2.1 SYSTEM DESCRIPTION A. Design Requirements: Complete structural solution for metal framing assemblies is not provided by the contract documents; final design of metal framing assemblies is the Contractor's responsibility as work of this Section. Provide components configured for assembly types and attachment requirements, sized to support loads imposed by the work to be supported. 1. Comply with Al SI Code of Standard Practice for Cold -Formed Steel Structural Framing and Specification for the Design of Cold Formed Steel Structural Members 2. Framing and Secondary Supports: Provide at each location necessary for the support and connection of work of other Sections. Coordinate requirements for location, extent, member type, gauge, spacing and connection with the work to be supported. Transfer loads to primary structural system to comply with Performance Requirements of this Section and as necessary for the work being supported. a. Provide stud sizes necessary for wall assembly dimensions indicated; provide steel alloy type, gauge, component spacing, connections and other details as necessary for the assembly to comply with System Description requirements. 3. Design of embed for connection of structural metal framing assemblies to concrete structure is required work of this Section. 4. Provide close coordination of structural metal framing is required as work of this Section to ensure the required support and attachment for work of other Sections. 5. Metal framing including braces and secondary supports without limitation shall be concealed within wall assembly in dimension indicated or above finish ceilings, exposed braces are not acceptable. a. Coordinate metal framing assemblies with other work required in wall cavity and ceiling plenums to eliminate conflicts. B. Performance Requirements: Structural Properties complying with AISI "Specification for Design of Cold- Formed Steel Structural Members" 1. Metal Framing: Resist tributary loads imposed by work attached to or supported by metal framing and transfer loads to the primary building structure. 2. Wind Design Pressure and Seismic Criteria: Per referenced performance requirements and to comply with WAC 51-50 for building geometry and elevations indicated; Code requirements for ground motion, soil profile, Seismic Use Group and site specific conditions. 3. Deflection: When exposed to 1.5 times required total live and dead loads; Less than 1/ 360 at framed walls and or horizontal members. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 COLD -FORMED METAL FRAMING 05 4000 -. 2 2.2 METAL FRAMING A. Provide manufacturer's standard steel runners (tracks), blocking lintels, clip angles, shoes, reinforcements, fasteners, and accessories as recommended by manufacturer for applications indicated, as needed to provide a complete metal framing system for each type of framing required. B. Metal Framing Components: Cold formed, not less than 18 gauge, provide heavier gauges where required; ASTM A 1003 structural quality steel sheet; with ASTM A 653 G90 galvanized coating [zinc or equivalent zinc -aluminum alloy] having salt spray resistance per ASTM A 1004 not less than 250 hours; products with a secondary coating are not acceptable. 1. Studs: ASTM C 955; Manufacturer's standard load-bearing "C" shaped 14 and 16 gauge steel with 1.625 inch flange and flange return lip unless otherwise indicated; stud size and interval indicated and as otherwise determined for delegated bidder design. 2. Tracks: Manufacturer's standard C -shape sections, component gauge as necessary for load conditions and fastening types but not less than 18 gauge. 3. Joists: Manufacturer's standard C -shape sections of size, shape, and gauge per delegated bidder design. C. Accessories: 1. Track Gasket: Compressible, closed -cell strip of polyethylene or polystyrene to isolate metal track from concrete slab; Ownes Corning FoamSealR, Dow Sill Gasket, or equal. 2.2 FABRICATION A. When factory prefabrication of framing components into panels prior to erection is provided such work shall be plumb, square, true to line and braced against racking and damage due to handling and erection. Assembly shall comply with requirements for field -constructed work and shall have welded joints throughout unless other type of connection is required. Prevent damage to prefabricated panels during handling and installation. B. Fastenings: Weld similar components; mechanically fasten or weld dissimilar components as standard with fabricator. Wire tying is not acceptable. PART 3 EXECUTION 3.1 PREPARATION A. Metal Framing Systems: Approved submittals, ASTM C 1007, and manufacturer's recommendations, unless otherwise indicated. Coordinate installation with supporting structure, deck and slab edges, inserts, imbeds, anchors, supplementary framing, and blocking to develop full strength of metal framing system, and comply with Project requirements. 1. Furnish inserts, and imbeds to other trades for installations well in advance of time needed for coordination with other work. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 COLD -FORMED METAL FRAMING 05 4000 - 3 n n tl n i. 1 LJ n 4J `1 J 0 n B. Runner Tracks: Continuous sized to match studs, accurately align base and top of studs. 1. Anchors: Max 24 inches center -to -center spacing for nail or powder -driven fasteners, max 16 inches center -to -center for other types, and at corners and ends. Anchor tracks as recommended by manufacturer's for type of construction involved, 2. Provide track gasket to isolate metal framing from concrete slab to prevent corrosion. At fire rated assemblies comply with Section 07840 Firestopping requirements. C. Studs: Plumb, unless otherwise indicated and as needed for diagonal bracing. Secure studs to top and bottom runner tracks at both inside and outside flanges; provide deflection head where shown. D. Where stud system abuts structural columns or walls, including masonry walls, anchor ends of stiffeners to supporting structure unless otherwise indicated. 1. Openings: Provide double stud at each jamb of openings larger than 2 square feet, except where more than 2 are recommended by manufacturer. Install runner tracks and jack studs above and below wall openings. Anchor tracks to jamb studs with stud shoes or by welding, and space jack studs same as full -height studs of wall. 2. Frame both sides of expansion and control joints, with separate studs; do not bridge the joint with components of stud system. 3. Install horizontal stiffeners in stud system, spaced (vertical distance) at not more than 54 inches on center. Weld at each intersection. E. Supplementary Framing, Blocking and Bracing: Provide where walls are indicated to support fixtures, equipment, services, casework, heavy trim and furnishings, and similar work requiring attachment to the wall or partition. 1. Blocking and Continuous Backing: match stud depth, 16 gauge "C" stud at 24, 48 and 72 inches above finish floor or as designed by bidder. 2 Where type of supplementary support is not otherwise indicated, comply with stud manufacturer's recommendations and industry standards in each case, considering weight or loading resulting from item supported. F. Ceiling Support Assemblies: Install perimeter joist track sized to match joists. Align and securely anchor or fasten track to walls and to restrain bottom flange of joists from lateral movement. 1. Provide headers at openings of joist and joist track, nesting joists, or other acceptable combination of connected joists. 2. Install bridging at joist ends and at intervals required; weld or mechanically attached to joist flange or webs per approved design. Bridging shall be cold -rolled steel channel, joist -track solid blocking, steel sheet straps or combination. 3. Provide miscellaneous framing, stiffeners, closure pieces, anchors, and fasteners, to provide a complete and stable joist -framing assembly. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 COLD -FORMED METAL FRAMING 05 4000 - 4 G. Deflection Heads and Movement Joints: Provide as indicated and as necessary for normal movement of structure in accordance with manufacturer's recommendations. H. Field Painting: Repair shop -applied protective coatings damaged during handling and installation. Use compatible primer for prime coated surfaces; use galvanizing repair paint for galvanized surfaces. END OF SECTION PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 COLD -FORMED METAL FRAMING 05 4000 - 5 n n j L fl n ` l j SECTION 06 4000 ARCHITECTURAL WOODWORK PART 1 GENERAL 1.1 SUMMARY A. Section includes requirements for custom casework and countertops predominantly manufactured and finished off site. 1. Products Furnished but Not Installed: Inserts in concrete, and masonry substrates for anchoring architectural woodwork. 1.2 ADMINISTRATIVE REQUIREMENTS A. Pre -Installation Conference: Prior to delivery of materials meet with Architect, fabricator and installer of architectural woodwork, and trades whose Work may affect conditions required for installation. Review coordination and environmental controls required for proper installation and ambient conditioning in areas to receive work. Proceed with Work only when everyone concerned agrees that required ambient conditions can be maintained. 1.4 SUBMITTALS A. Product Data: Submit as required for each manufactured product, material, accessory, and finish to be incorporated into the Work. B. Shop Drawings: Plans, elevations and large scale details; locate casework, paneling, and trim, attachment, hardware and accessories. Indicate coordination of casework with electrical and plumbing work. 1. Indicate extent and locations where field fabrication is proposed. 2. Show each method of anchorage to be used and the locations where it is proposed. C. Samples: 1. Woodworking Materials: For each species, cut, profile, and finish; demonstrate range of color and grain variation expected in Work. Two feet by board, or molding, width; One foot by panel width. a. Plywood and Panels: Two samples of each, one finished. b. Plastic Laminate: One sample of each color, and surface type. c. Composite Resin Panels: Two samples of each. 2. Hardware: One sample of each type and finish required for approval of function and appearance. 1.5 QUALITY ASSURANCE PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 ARCHITECTURAL WOODWORK 06 4000 - 1 A. Fabricator and Installer Qualifications: Five years successful experience with Work similar to that required for this Project, regularly and presently construct finish carpentry as a principal service, and have proper equipment for Work as outlined in Standards. 1.6 PROJECT CONDITIONS A. Temperature and Humidity For Installation: As required by referenced quality standards, and fabricator to maintain moisture content of installed Work within 1.0 percent of optimum moisture content, maintain conditions until final acceptance. 1. Store materials only in areas meeting requirements specified for installation areas. B. Field Measurements: Taken prior to fabrication of woodwork to be fitted to other construction, verify dimensions on shop drawings. 1. Avoid delay of Project, allow for subsequent scribing and trimming of woodwork for accurate fit where field measurement is impractical. 1.7 SEQUENCING AND SCHEDULING A. Complete work in installation areas which could damage architectural woodwork, and establish controlled environmental conditions prior to delivery of materials.. B. Conditioning Period: Store wood products for four days (96 hours) at Project prior to installation. C. Deliver anchoring devices to be built into substrates, well in advance of time substrates are to be built. PART 2 PRODUCTS 2.1 MATERIALS A. Tempered Hardboard: ANSI A 135.4 inter -felted lignocellulosic fibers consolidated under heat and pressure; Surface 2 Sides, nominal thickness of 0.25 inch unless otherwise indicated. B. Casework Plywood: 0.75 inch thickness Cross -banded, balanced seven -ply of solid Baltic birch veneer free of voids and bonded with water -proof glue, 1.5 mm face veneer. Provide B/BB Grade panels for having a surface exposed to view, CP/CP Grade for panels providing a substrate for thin bonded finish or paint; provide C/C Grade for structural use with no aesthetic requirements; sheet sizes as necessary for fabrications required and to optimize material utilization with minimal waste. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 ARCHITECTURAL WOODWORK 06 4000 - 2 7 LJ r, c -i L.J 7 0 n 0 n LJ ..J n n 0-1 r n u D. Plastic Laminates: High Pressure Plastic Laminate: Provide specified Grade at required locations. Comply with National Electrical Manufacturer's Association (NEMA) publication LD 3 1. PL -1: Formica Laminate, White Ash, woodbrush finish is the Basis of Design. 2. Bonding Adhesive: Urea -formaldehyde free, water resistant and suitable for the type of laminate and substrate being bonded. E. Composite Resin Panel Indicated as CRP -1: Homogenous composite of minerals and resins fabricated using heat and pressure to produce proprietary panel products; provide sheet sizes to minimize waste and field joints. 1. CRP -1: Pental Quartz, Stormy Sky, polished finish is the Basis of Design. F. Stainless Steel: American Society for Testing and Materials ASTM A 480, American Iron and Steel Institute AISI Type 316, 16 gage. Sheet: conform to flatness tolerances for stretcher leveled material in ASTM A 568 as a minimum G. Cabinet Hardware: Comply with ANSI-BHMA A156.9. Provide cabinet hardware and accessories using 316 stainless steel unless otherwise approved; acceptable materials must be rated for wet service environments. 1 Finishes: Provide uniform appearance in the metal finish for all hardware components. a. 626 Satin polish chromium plated, on 316 series stainless steel base metal. 2. Pulls: Wire Type; provide two pulls on drawers over 32 inches wide. ' 3. Shelf Supports for Adjustable Shelves in Cabinet Case: Knape & Vogt 255 - 256 epoxy steel painted to match case liner. Install flush to case interior per AWI Section 400A -S-9, Recessed Standards. 4. Wall Mounted Shelf Standards and Brackets: Steel Knape & Vogt 87 - 187, epoxy painted; provide paired standards at 6 feet o.c. to permit independent height adjustment of separate shelves. 5. Butt Hinges: For reveal overlay, heavy duty, 316 stainless steel 2.75 inch, five knuckle, fixed pin with hospital tips. Provide one pair for doors up to 48 inches high, one -and - one -half pair for doors over 48 inches; Rockford Process Controls Model 374 and as necessary for door thickness. 6. Casework Door Catches: Magnetic type; Ives 325, 12 lb. pull. 7. Drawer Slides: Full extension, 316 stainless steel ball bearing type with 100 pound capacity drawers up to 32 inches wide; 150 pound capacity drawers over 32 inches wide. 8. Grommets: Durable plastic or other acceptable material to line and close penetrations in countertops and cases. Sizes and configurations indicated and as necessary for service. a. Closing Covers: Separate from liner, removable with liner remaining in place in the countertop. b. Cable Grommets: Circular with spring tensioned closure panel. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 ARCHITECTURAL WOODWORK 06 4000 - 3 9. Door Lock: Spring bolt with lipped strike; provide extra long throw as necessary for case dimensions; Olympus 931 Series, Kenstan or approved with Owner approved keyway complying with Section 08 7100 requirements, non -captive function required. Provide specific model type necessary for the casework configuration and application required. H. Anchors, Screws and Nails: 316 stainless steel, size and type required for each use. Comply with applicable requirements of ASTM A 307 for screws and ASTM F 1667 for nails. 2.2 FABRICATION A. Fabricate woodwork to dimensions, profiles, and details indicated with openings and mortises precut, where possible, to receive hardware and other items and work. 1. Contractor option to use wood fiber or agri-fiber composite panel as substrate i fabrication of veneer and laminate clad components? B. Complete fabrication, assembly, finishing, hardware application, and other work before shipment to project site to maximum extent possible. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. 1. Cabinet Shelves: Particle board or other acceptable panel product with thickness conforming to AWI Section 400-G-8, and provide shelf panel to limit deflection to 0.25 inch or less for a uniform load of 46 pounds per lineal foot. Spans greater than 42 inches are not acceptable. 2. bado Case for recessed installation of shelf standards where adjustable shelves are, required inside cabinet.' C. Pre -Cut Openings: To accommodate hardware, appliances, equipment, service connections and similar components. Locate and size openings accurately. Use templates or roughing -in diagrams for proper size and shape. Seal edges of cutoffs and penetrations regardless of exsposure thoroughly against any water and moisture penetration. 1. Provide grommets in configuration necessary to line and close countertop acid case penetrations. D. Casework Cabinets: Comply with AWS Section 10, Mush overlay construction, Custom grade laminate clad fabrications and as otherwise required for door backs and edges. 1. Provide General Purpose HGS laminate on horizontal surfaces, VGS laminate on vertical surfaces, and VGL laminate on semi -exposed surface a. Edges: Match face. b. Balance Backing: 0.020 phenolic backer is required for all panels and components regardless of reference woodwork standard requirements for the grade of workmanship specified. 2. Panel Product: Casework plywood thickness required. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 ARCHITECTURAL WOODWORK 06 4000 - 4 D 0 0 D C D 0 0 0 a 0 0 a. Shelves: Thickness conforming to referenced woodworking standard, and provide shelf panel to limit deflection to 0.25 inch or less for a uniform load of 46 pounds - per lineal foot. Spans greater than 42 inches are not acceptable. 3. bado Case for recessed installation of shelf standards where adjustable shelves are . required inside cabinet' 4. Separation between adjacent cabinet doors shall be uniform dimension not exceeding 0.125 inch. Coordinate door and case fabrication, hinge prep and installation to ensure compliance with this requirement. Uneven work and work .with excessive gaps will be rejected. 5. Cabinet Bases: Solid stock wood, scribe to fit variations in finish floor. E. Cabinet Tops: AWS Section 11, Premium Grade fabrication, casework plywood panel stock. 1. CRP -1: Provide in configuration shown, fabricated per manufacturer's recommendations. Coordinate fixtures for compliance with barrier free access reach range and requirements of Division 22 Plumbing Sections. PART 3 EXECUTION 3.1 INSTALLATION A. Install woodwork plumb, level, true and straight with no distortions. Scribe.and cut woodwork to fit adjoining work including variations in finish floors, and refinish cut surfaces or repair damaged finish at cuts. Coordinate woodwork with electrical and plumbing work. 1 Shims: Concealed, provide as required. B. Secure Work to grounds, stripping, blocking, and inserts. Use concealed fasteners and blind nailing wherever possible. Countersink, fill flush and finish exposed fasteners to match adjacent surface, unless otherwise indicated. 1. Coordinate with work of Section 05 4000 and Section 09 2216 for location of backing plates and reinforcing in framed walls. C. Architectural Woodwork: Comply with requirements, and AWI Section 6 Division B, Custom grade. D. Field Joints: Acceptable only as shown on approved submittals. Install work with the minimum number of joints possible. Cope and miter joints; stagger joints in adjacent and related members. Comply with AWI quality standards referenced for shop fabrication. E. Tolerances: 0.125 inch in 8 feet for plumb and level (including tops); and with no variations in flushness of adjoining surfaces, except where referenced standard is tighter. 3.2 ADJUSTMENT, CLEANING, FINISHING, AND PROTECTION PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 ARCHITECTURAL WOODWORK 06 4000 - 5 A. Repair damaged and defective woodwork where possible to eliminate defects functionally and visually; where not possible to repair replace Work. Adjust joinery for uniform appearance. B. Clean, lubricate and adjust hardware. C. Clean woodwork on exposed and semi -exposed surfaces. Touch-up shop -applied finishes to restore damaged or soiled areas. D. Provide final protection and maintain conditions, in a manner acceptable to Fabricator and Installer, which ensures architectural woodwork being without damage or deterioration at time of substantial completion. END OF SECTION PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 ARCHITECTURAL WOODWORK 064000-6 n T n SECTION 07 2100 THERMAL INSULATION PART 1 GENERAL 1.1 SUMMARY A Section includes providing building insulation at select interior and exterior walls.. B. Definitions: 1. Thermal Resistance: R -Value; rate of heat flow through one square foot of homogenous material one inch thick. 1.3 ADMINISTRATIVE REQUIREMENTS A. Preinstallation Conference: Coordinate work of this Section with all other aspects of exterior envelope construction including but not limited to proactive coordination of work sequence, provisions to prevent delay due to seasonal weather conditions that may irnpact work, and requirements for alternative insulation materials to maintain envelope thermal performance. 1.4 SUBMITTALS A. Product Data: Required for each material, manufactured product, and accessory to be incorporated into the Work. PART 2 PRODUCTS 2.1 MATERIALS A. Insulation: Certified by manufacturer and independent laboratory to be asbestos free. 1. Surface Burning Characteristics: ASTM E 84. 2. Fire Resistance Ratings: ASTM E 119. 3. Combustion Characteristics: ASTM E 136. 4. Provide insulation in thickness indicated. Thermal resistance values indicated and derivative from the material per -inch R -value for thickness required. B. Mineral Wool: with a nominal aged R -value per inch not less than 4 suitable for the applications required. 1. Rigid or Semi-rigid Board: ASTM C 612 Type IV Roxul ConRock or, RockBoard or approved in thickness indicated. 2. Fire Safing & Curtain Wall Spandrel Insulation: ASTM C 612 Type IV, pass ASTM E 13, Class 4 semi-rigid batts Roxul Safe, Thremafiber CW90 or approved. 3. Batt or Blanket: ASTM C 665 Type 1 Roxul Comfort Batt or approved. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 THERMAL INSULATION 072100-1 C. Recycled Cotton Fiber Insulation: Class A when evaluated per ASTM E84 and resistant to fungus and bacteria per ASTM C739. Nominal R -value of 4 per inch of thickness; UltraTouch Denim Insulation by Bonded Logic or approved D. Insulation Tape: Aluminum face construction tape recommended by the manufacturer for bonding and sealing joints between abutting rigid and semi-rigid board insulation units and similar applications. E. Adhesive for Insulation: Recommended by insulation manufacturer, and comply with fire performance characteristics. 'PART 3 EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions under which insulation work is to be performed. Do not proceed with installation until unsatisfactory conditions have been corrected. B. Cleansubstrates of substances harmful to insulation, remove projections that could damage insulation or adversely affect its performance. 3.2 INSTALLATION A. For thermal insulation provided as work of this Section to fulfill the requirements of the Contract Documents, and perform acceptably, transmission of heat through assemblies to be insulated must be controlled and reduced to the extent represented by the thermal resistance value intended for the overall assembly. To achieve this.objective, the Contractor shall exercise special care in the installation of thermal insulation including but not limited to the following components. L Thermal bridges can occur where components extend unbroken through an insulated assembly and at similar locations. Identify potential thermal bridges in the Work and propose modifications to eliminate this potential. 2. . Ensure that insulation installed in the Work is continuous throughout the area required and placed so as to achieve the optimum resistance to heat flow through the insulated assembly. B. Comply with manufacturer's instructions for installation. If printed instructions are not available or do not apply to project conditions, consult manufacturer's technical representative for specific recommendations before proceeding with work. C. Extend insulation in thickness indicated, and as necessary for total r -value required over entire area to be insulated. Remove projections that interfere with placement. Cut and fit tightly around obstructions, and fill voids with insulation. Provide tight -fitting joints between abutting insulation units and to adjacent construction. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 THERMAL INSULATION 072100-2 n J j D. Insulation at Framed Exterior Walls, Curbs and Other Assemblies as Indicated: Specified unfaced mineral wool batts within stud cavity and mineral wool boards in other locations. Provide thickness required for Wall Types indicated. E. Secure insulation units to substrate and supports by method indicated, complying with manufacturer's recommendations. Provide adhesive and mechanical attachment as best suited to the requirements for each application and to provide durable in-service performance. Friction -fit is not acceptable. I. Comply with fire performance characteristics for application of insulation and sealing of board joints and similar work. Provide non-combustible insulation where a Code required heat barrier is not indicated. F. Protect installed insulation from harmful weather,exposures and from possible physical abuses, where possible by non -delayed installation of concealing work or, where that is not possible, by temporary covering or enclosure. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 END OF SECTION THERMAL INSULATION 072100-3 SECTION 07 2700 AIR BARRIER PART 1 GENERAL 1.1 SUMMARY A. Section includes requirements for component products and completed system within the building enclosure assembly as a barrier to air infiltration and exfiltration and complying with the System Description of this Section. B. Definitions: 1. Transition. Air Barrier Transition and Similar Terms: Interpreted to mean anticipated locations where air barrier assembly and all accessory components necessary to accommodate a change in substrate material, profile, substrate character and any other conditions are required. Provide consistent accommodation at all similar transitions in the Work whether indicated or not at no additional cost to the Owner. 1.2 ADMINISTRATIVE REQUIREMENTS A. Preinstallation Conference: Coordinate work of this Section with all other aspects of exterior envelope construction including but not limited to proactive coordination of work sequence, provisions to prevent delay due to seasonal weather conditions that may impact work, and requirements for alternative insulation materials to maintain envelope thermal performance and resistance to air infiltration and exfiltration. 1. Pre -Installation Field Samples: Evaluated with Architect and technical representative of air barrier manufacturer present, prior to final approval of product for use on Project. Demonstrate substrate preparation, barrier application and evaluation of in-service performance. Locate and evaluate samples as directed. 2. Temporary measures for mitigation of and protection from environment conditions outside of manufacturer's recommendations for material installation. B. Sequence Work to minimize potential for damage to installed air barrier due to subsequent construction activities and exposure to weather. Anticipate environmental conditions necessary for successful application of air barrier system; provide temporary facilities necessary to mitigate adverse environmental conditions. 1. Field Testing of Pre -construction Work: Performed prior to installation of cladding and other material covering barrier but with all types of penetrations in place. 2. Pre -application of Air Barrier: Air barrier application to sheathing in advance of installation and all similar prefabrication processes, requires prior approval; submit complete, detailed narrative for proposed process and sequence and evidence of previous successful implementation of means and methods proposed for the Work. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 AIR BARRIER 07 2700 - 1 n r, -ry LJ n E E r n n 7 J n n n J 1.4 SUBMITTALS A. Product Data: Demonstrate the manufacturer of the components provided as work of this Section for the air barrier and weather barrier produces a comprehensive range of components and accessories for complete assemblies for the conditions and details that will be encountered during installation of the Work. Document each material and accessory component of air barrier and weather barrier assemblies to be incorporated into the Work. B. Barrier Manufacturer's Certification: Proposed products comply with specification requirements, are compatible with substrates, suitable for barrier assembly type and performance required, and appropriate for the anticipated service environment. ,1. Test Reports: Current product formulation, demonstrate compliance with requirements for each application proposed, and compatibility with substrate and adjacent components. a. Identify movement capacity of barrier components subject to movement in-service in the completed work. 2. Quality Assurance Agent's review and approval of Shop Drawings. C. Shop Drawings: Prepared by the installer with review and approval by the manufacturer's Quality Assurance Agent. Limn the actual products and assemblies utilized in the Work. Identify barrier assembly, component products and the products and materials to which the barrier products are applied to or integrated with. 1. Specific Project Details: Transitions, termination and through -penetrations (including but not limited to fastener and anchor penetrations) of air barrier assembly not adequately documented by manufacturer's standard assembly details. 2. Typical Conditions: a. Openings for fenestration coordinated with work of Section 08 4100. b. Joints, transitions and terminations. c. Accommodation for movement due to structure deflection and dynamic joints. d. Areas having limited access complicating normal installation means, sequence or materials selection 3. Means and Methods: Submit as required for pre -application means and methods. D. Quality Assurance: 1. Installer Qualifications 2. Manufacturer Field Quality Control Agent qualifications and authorization. 3. Pre -Installation field tests. 4. Special Warranty 1.5 QUALITY ASSURANCE A. Manufacturer: Five years successful experience in the manufacturer of products specifically intended for use as a weather barrier in assembly types and applications comparable to those required for the Work. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 AIR BARRIER 07 2700 - 2 l . Product Range: Produce barrier products having the required performance characteristics when installed as required for the Work. Provide complete accessory products for assembly transitions, flashing, reinforcing and all specialized conditions and configurations encountered in performance of the Work. 2. Must provide the specified product warranty. B. Manufacturer's Field Quality Control Agent: Possess expert knowledge of the products being used, air barrier assembly to be installed and details of application including without limitation preparation, installation and warranty requirements. Shall have authority to certify the completedinstallation qualifies with the manufacturer's requirements for the Project Warranty specified. C. Pre -Installation Field Samples: Tested with Architect and technical representative of manufacturer present, prior to final approval of barrier products and components for use in the Work. Evaluate installed performance, preparation of bonding surfaces, configuration, cohesion, adhesion, and flexibility. Perform test in locations directed. 1. Adhesion: Evaluate per ASTM D 4541. 2. ' Water Penetration: Evaluate per ASTM E 1105. 1.6 FIELD CONDITIONS A. Environmental Requirements: Perform Work only when existing and forecasted weather conditions comply with manufacturers' recommendations and warranty requirements. B. Provide temporary measures necessary due to Project Schedule, seasonal variations and prevailing weather to establish conditions required for successful application of the air barrier assembly including but not necessarily limited to temporary sheltering of work from precipitation, mitigation of temperature extremes and all other controls needed for conditions prevailing at the time of installation at no additional cost to the. Owner. 1.7 WARRANTY A. Special Warranty: Provide five year term that materials are free from defects and will perform in accordance with the manufacturer published data. Provide for replacement of defective and non-compliant materials at no additional cost to the Owner. B. Installer Warranty: Provide two year labor warranty to remove and reinstall defective materials including concealing assemblies and work that fails to comply with required performance values at no additional cost to the Owner. PART 2 PRODUCTS 2.1 SYSTEM DESCRIPTION PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 AIR BARRIER 07 2700 - 3 fl4-1 n fl n A. Work of this Section includes responsibility to provide a complete air barrier assembly incorporating all components necessary to form a continuous envelope complying with the System Description in this Section incorporate with other building enclosure assemblies but not limited to work of building cladding assemblies, fenestration, roofing and component that penetrate or contact the air -barrier assembly. 1. Products produced by a single manufacturer, or certified by the principle manufacturer as compatible with their products, having the properties and performance characteristics to form a contiguous integrated air barrier envelope, and included in the terms of the specified warranty 2. Provide specialized components and materials having performance properties appropriate for the application required and as recommended by the manufacturer. 3. Coordinate air barrier components and integrate them with the other components required for the Work to ensure the integrity of the air barrier envelope. 4. Due to the variety of product types produced by different manufacturers certain components or products necessary or recommended by the manufacturer to complete the weather barrier system may not be identified in the Contract Documents; such components shall be provided at no additional cost to the Owner so as to provide a complete system complying with the System Description and requirements for the Work. 5. Anticipate movement in air barrier assembly where there is no solid support, where supports may be subject to movement, where displacement may occur due to dynamic forces and to accommodate differing characteristics of the various components and materials required for the Work. B. Performance Requirements: Air barrier assembly shall form a continuous envelope that prevents water penetration and air infiltration into the building having the following characteristics. 1. Air Leakage Limit for Installed Air Barrier Assembly: 0.004 cfm/ft2 under dynamic pressure differential not less than 0.3 inch water column (1.57 psf.) when evaluated in the field per ASTM E 2357 test methods for complete assembly and accessories. 2. Autonomic Seal: ASTM D 1970 pass Section 7.9. 3. Flame Spread and Smoke Development: ASTM E 84 Class A. 4. Capable of withstanding dynamic forces including but not limited to structural deflection, building settlement, temperature differential, wind and seismic forces and transfer the imposed force to the building structure free of damage and degradation in performance and service life. a. Assembly shall not displace adjacent materials under full load. b. Permanently flexible components to accommodate the full -range of movement due to dynamic forces and where movement in-service is anticipated. 2.2 MANUFACTURED COMPONENTS A. Air Barrier: Non -asphaltic thermo-plastic, self -adhering, elastomeric barrier and components necessary for transitions, flashing, penetrations, terminations, primers, preparatory materials and all other Project conditions without limitation for the manufacturer's complete air barrier assembly complying with requirements of this Section; EPDM, PVC or TPO products of PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 AIR BARRIER 07 2700 - 4 Firestone UltraPly SA, Carlisle Sure -Weld, or approved shall establish the minimum quality and material characteristics required and as otherwise necessary for compliance with System Description. 1. Accessories and Other Components: Non -asphaltic; approved by manufacturer of the primary air barrier materials, and recommended for substrates, Project details and applications required. PART 3 EXECUTION 3.1 EXAMINATION A. Verification of Conditions: Substrate is dry; fully cured, smooth, free of debris, projections, depressions, and imperfections that might impair performance of installed membrane; Work has been sequenced for installation of membrane as required. Beginning of installation will be interpreted as installer's acceptance of substrate. B. Provide moisture testing of bonding substrate and demonstrate moisture content is within manufacturer's prescribed limits. C. Access to certain areas may be limited due construction sequence, assembly configuration or other causes incidental to performance of the Work. Work of this Section includes reasonable adjustment to accessory components and air barrier materials, installation sequence, installation method and other adaptations in the work as necessary to ensure envelope integrity and comply with performance requirements at no additional cost to the Owner. 1. Coordinate with insulation work of Section 07 2100; provide air barrier assembly and related accessories as necessary to form a continuous barrier to air infiltration and exfiltration with all components of exterior cladding assemblies. a. Ensure adaptations to work of this Section adversely effect neither the integrity nor thermal performance of the envelope. b. Ensure that similar adaptations required as work of Section 07 2100 will adversely affect neither the integrity nor performance of the air barrier. 3.2 INSTALLATION A. Air Barrier: Provide a continuous barrier to air and water vapor transmission through exterior assemblies as indicated. Install membrane completely bonded to substrate, free of wrinkles, sags, punctures, gaps and defects that may reduce in service performance membrane. 1. Joints and Seams: Locate over solid support, overlap 4 inches and shingle horizontal joints to shed water. Provide air and vapor impermeable seal at joints, edges, punctures and penetrations of barrier using components per approved submittals. 2. Coordinate with penetrations, anchors, flashing, miscellaneous metal support and similar components that penetrate the weather barrier. Reinforce penetrations with weather barrier components approved for the purpose and as recommended by the manufacturer as best practice for each type of penetration required. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 AIR BARRIER 072700-5 3. Coordinate air barrier and accessory components provided as work of this Section with flashing and similar accessories provided as work of metal panel cladding and fenestration. 4. Provide membrane flashing and related accessories as necessary to ensure air barrier and flashing function in an effective and complimentary manner. 3.3 FIELD QUALITY CONTROL A. Inspection of Air Barrier Installation: Manufacturer's Field Quality Control Agent shall be present at the Project for the following milestones as a minimum. 1. Required Site Visits: Pre -Installation Conference, review of installation conditions, start of air barrier work and at completion. Manufacturer's agent shall also visit the site while work is actively in progress without prior notice to the Contractor and at such intervals that they will have observed and inspected execution of typical terminations and penetrations and seen the work in progress but not fewer than five times. 2. At completion of the work contractor shall provide manufacturer's certification that the work of this Section complies with all of the manufacturer's warranty requirements and has been installed in accordance with manufacturer's accepted practices. Contractor shall notify the Architect of any exclusion and exceptions in this certification and provide corrective work to eliminate each exclusion and exception at no additional cost to the Owner. B. Installer's Field Quality Assurance Program: Comply with ABAA protocol unless otherwise acceptable. C. Field Testing: Installed barrier may be evaluated by the Owner's Quality Control agent for compliance with envelope integrity requirements prior to covering with other work. Non- compliant work shall be subject to corrective measures as necessary to achieve compliance with air leakage rate limits. 1. Testing Methodology: ASTM E 2357, ASTM E 283 and ASTM E 2128 may be used individually or together and with selected modifications as necessary to accommodate Project conditions in the field conditions; additional testing may include the following. a. Adhesion: Evaluate per ASTM D 4541. b. Air infiltration: Evaluate per ASTM E 1186 c. Water Penetration: Evaluate per ASTM E 1105. END OF SECTION PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 AIR BARRIER 07 2700 - 6 SECTION 07 6200 SHEET METAL FLASHING AND TRIM PART 1 GENERAL 1.1 SUMMARY A. Section includes requirements for custom fabrications of stainless steel and prefinished sheet metal throughout the Work. Components include but are not necessarily limited to parapet and cornice copings, gutters and flashing. B. References: Sheet Metal and Air Conditioning Contractors National Association (SMACNA) Architectural Sheet Metal Manual; comply with recommended material weights and details except where Project requirements are more stringent. 1.3 SUBMITTALS A. Product Data: Required for each material, manufactured product, and accessory to be incorporated into the Work. B. Samples: 1. Sheet Stock: Three pieces, one square foot of each material and gage to be incorporated into the Work. 2. Seamed Samples: Two pieces joined as required for flat seam roof and incorporating one cleat as required for anchorage to supports. 3. Formed Sample: Full size sample 10 inches in length of two-piece cornice coping in profile required for the final work. C. Shop Drawings: Pan layout for all work, details of typical joints, seams, and anchorage. Provide large scale details for each profile required and showing sheathing, blocking, and support for completed assemblies as installed. 1.3 WARRANTY A. Flashing and Sheet Metal Work: Written format acceptable to Owner, signed by Fabricator - Installer. Replace, and repair flashing, as acceptable to the Owner, that fails to remain weather tight, comply with Contract requirements, deteriorates in excess of manufacturer's representations, and is otherwise determined to be defective, for a period of 3 years after date of substantial completion. PART 2 PRODUCTS 2.1 SYSTEM DESCRIPTION PERMIT SUBMITTAL • Museum of Flight - Breakroom Renovation 19 April 2017 SHEET METAL FLASHING AND TRIM 07 6200 - 1 A. Design Requirements: The Contract Documents indicate the general configuration and appearance required for the completed work. Details of all conditions are not necessarily shown; final resolution of details where complete information is not shown shall be the responsibility of the Contractor such that the completed installation is durable and permanently weathertight. Where necessary to conform to Performance and Warranty requirements assembly details shall be revised without significant alteration to appearance as determined by the Architect. Such work shall be considered within the scope required by the Contract and shall not be used as a basis for Claims or other modification to the Contract. Work shall comply with recommended practices of NRCA Roofing and Waterproofing Manual and SMACNA Architectural Sheet Metal Manual; give particular attention to portions cited below. B. Performance Requirements: Provide metal fabrications, anchors and ancillary supports necessary to ensure the structural integrity of sheet metal work such that it remains free from damage, deformation and deflection exceeding allowable tolerances when subject to specified load criteria. 1. Structural Performance: Accommodate the loads and stresses per criteria in the General Structural notes and forces anticipated and incidental to conditions of service and facility location with neither permanent deformation nor a reduction in weatherproof performance. a. Temperature Range: Accommodate thermal movement and stress for temperature differential of 20 degrees to 160 degrees 2. Limit movement and deflection within flashing assembly when subject to required load conditions and temperature range to 0.0057 of span. Prevent adverse impact to flashing appearance alteration due to movement and deflection of components. 2.2 MATERIALS A. Stainless Steel: ASTM A 480, Type 316, not lighter than 22 gage and as otherwise specified, annealed, No. 2D or 2B cold rolled bright finish, unless harder temper required for forming or performance. 1. Pipe and Tube: As required for rain leaders. 2.3 ACCESSORIES A. Cleats: Fabricated of coated sheet steel; metal gage and configuration shall comply with SMACNA or NRCA standards for the assembly types required. B. Fasteners, anchors, and accessories: Galvanically compatible with metal fastened; provide stainless steel for stainless steel flashing. Provide anchor size and type necessary for installation required. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 SHEET METAL FLASHING AND TRIM 076200-2 C. Provide clips, anchors, and accessories in sizes necessary and as required for installation of Work; compatible with material installed. 1. Provide snap -lock reglets and interlocking flashing components as required for terminations at membrane and metal roof assemblies. D. Solder: ASTM B 32, tin -lead, 50 - 50 rosin flux, except 60 - 40 acid -chloride flux for non - tinned stainless steel. E. Joint Sealers: Compatible with high-temperature underlayment; provide silicone based polymers unless otherwise required or recommended by metal fabricator for the Work. 1. Provide epoxy seam sealer as necessary for water -tight joinery in the work. 2.4 FABRICATION A. Shop -fabricate Work to greatest extent possible; form to lines, levels, profiles and substrates indicated. Comply with details shown, SMACNA Architectural Sheet Metal Manual, and material manufacturer's recommendations. Prevent oil -canning, buckling, and tool marks; fold exposed edges back to form hems. 1. Differential Movement, Expansion, and Contraction: Accommodated to provide optimal performance; provide weatherproof and water -tight joints of design acceptable to Architect; provide for proper installation of elastomeric sealant. 2. Non-moving Seams: Flat -lock, tin edges to be seamed, form, and solder. 3. Isolate galvanically active metals, and corrosive substrates; prevent galvanic action. Coat concealed contact surfaces with bituminous coating or other acceptable separation. 4. Lap transverse flashing joints 4 inches and bed in sealant, and hem ends and edges to form a pan B. Sheet Metal and Flashing Components: Fabricated from approved stainless steel stock. PART 3 EXECUTION 3'.1 INSTALLATION A. Integrate flashing into each of the assemblies in which it is required so as to provide effective control of moisture entering or otherwise occurring in the assembly. Collect the moisture and conduct it to the exterior for drainage without adverse effect on the performance and durability of the assembly. Ensure continuity among flashing within different assemblies and provide a fully integrated system for the exterior of the building. 1. Provide effective drainage and venting of concealed cavities. B. Install work true to established lines and levels; anchor in place; permanently watertight and weatherproof. Use concealed fasteners, and provide for thermal movement. Comply with SMACNA Architectural Sheet Metal Manual, and manufacturer's recommendations. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 SHEET METAL FLASHING AND TRIM 07 6200 - 3 r LJ n n t ICJ n n n 1. Provide cleats and other anchors for sheet metal at intervals recommended by referenced Standards and as necessary to comply with performance requirements; moving seams shall have sufficient overlap to prevent water intrusion, but not less than three inches. 2. Provide continuous support for sheetmetal fabrications of this Section; Coordinate with supporting structure. Ensure effective anchorage of cleats and other attachments. C. Isolate galvanically active metals,'and corrosive substrates. Use slip sheet, underlayment, and bituminous coating where indicated, and as necessary to provide effective separation. 1. Place building paper under steel, and copper flashings. 2. Provide effective drainage of concealed cavities. D. Clean exposed metal surfaces, removing substances which might cause corrosion of metal or deterioration of finishes. E. Protection: Provide to ensure that sheet metal work is free of marks such as hand and foot prints, stains and other damage or deterioration at time of substantial completion. END OF SECTION PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 SHEET METAL FLASHING AND TRIM 07 6200 - 4 SECTION 07 9200 JOINT SEALANTS PART 1 GENERAL 1.1 SUMMARY A. Section includes joint sealants, fillers, compressible seals, and accessories necessary, and required for sealing joints, and reveals as indicated, and required, and not specified in work of other Sections. B. Definitions for terms used in this Section: ASTM C 717. 1. Compatible: Materials, and surfaces that are not detrimental to performance of sealed joint; non -staining to substrate and sealer as determined by ASTM D 2203. 2. Modulus of Elasticity: ASTM D 412 Tensile strength in pounds per square inch at 100 percent elongation tested ate 77 degrees F, and 50 percent relative humidity after 14 days cure. a. Low: 45 psi or less. b. Medium: Not less than 45 psi nor more than 75 psi. 3. Hardness: ASTM D 2240 Shore A. 1.2 ADMINISTRATIVE REQUIREMENTS A. Preinstallation Conference: Coordinate work of this Section with all other aspects of exterior envelope construction including but not limited to proactive coordination of work sequence, provisions to prevent delay due to seasonal weather conditions that may impact work, and requirements to optimize joint geometry. Have results of the following available for review. 1. Preconstruction Compatibility and Adhesion Testing: Submit to joint -sealant manufacturers. 2. Preconstruction Field -Adhesion Testing: Before installing sealants, field test their adhesion to Project joint substrates. Test joint sealants according to Method A, Field - Applied Sealant Joint Hand Pull Tab, in Appendix X1 in ASTM C 1193 or Method A, Tail Procedure, in ASTM C 1521. B. Sequence sealant installation to prevent conflict with other construction operations that could alter joint substrates, and reduce performance characteristics of installed sealant. 1.3 SUBMITTALS A. Product Data: Required for each material, manufactured product, and accessory incorporated into the Work; manufacturer's recommendations for sealant installation for materials and configuration indicated. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 JOINT SEALANTS 07 9200 - 1 n LJ LJ LJ 1. Each sealant product data submittal shall identify each joint assembly the sealant will be used in with a reference to the specification Section where the constituent products or materials are specified. B. Samples: Each type and color of joint sealer required, in 0.5 inch wide joints formed between two six inch strips of material matching the appearance of exposed surfaces adjacent to joint sealers in the work. C. Test Reports: Certified, current product formulation, demonstrate compliance with requirements for proposed installation, movement capacity, and compatibility with substrate and adjacent components. D. Certificates: Submit certificates from manufacturers of joint sealers attesting that their products comply with specification requirements, are compatible with substrates, and joint configurations indicated, and are suitable for the anticipated service environment. 1.4 QUALITY ASSURANCE A. Installer: Three years successful experience with sealers, and assembly types required for this project. Assign mechanics from these earlier applications to this project, one of whom shall serve as lead mechanic, and be on site at all times while work is in progress. 1. Provide certification of installer's status in the Sealant Waterproofing and Restoration Institute's Contractor Validation program or documentation for five similar projects in- service for two to five years and representative of similar work scope to the required. Manufacturer's Field Quality Control Agent: Possess expert knowledge of the products being installed including preparation, application and field testing requirements. Shall have authority to certify compliance of the Work with Project Warranty provisions. Shall be responsible for knowing the specifics of this installation and available to perform the required field testing and inspections. C. Pre -Installation Conference: Comply with requirements for Project meetings. 1. Pre -Installation Field Samples: Evaluated with Architect and technical representative of waterproofing manufacturer present, prior to final approval of product for use on Project. Evaluate cured performance, and installation quality. Locate samples as directed. D. Pre -Installation Field Samples: Tested with Architect and technical representative of sealer manufacturer present, prior to final approval of sealer for use on Project. Evaluate cured sealer performance, joint preparation, configuration, cohesion, adhesion, and flexibility using ASTM C 1193 as a guide. Locate test joints as directed. Perform tests for each of the following general categories of joints. 1. Exterior joints forming part of the weather resistive enclosure of the building for each type of bonding surface, joint geometry and profile for movement classes as defined herein. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 JOINT SEALANTS 07 9200 - 2 1.5 FIELD CONDITIONS A. Environmental Requirements: For installation of joint sealers; ambient and substrate temperature above 40 degrees F, and within the limits recommended by joint sealer manufacturer; dry substrate free of contaminants that could impair sealer performance. B. Due to the potential variety of combinations between construction materials, sealant types, and sealant formulations, the final selection of which may be made by the Contractor; responsibility for ensuring sealant compatibility with Project conditions, not limited to bond surfaces, shall be the Contractor's. 1.6 WARRANTY A. Special Warranty: Notarized, signed by manufacturer, and installer, joint sealers are free from defects in materials and workmanship, will not deteriorate in excess of normal weathering and remain in compliance with Project requirements for a period of 3 years, and agreeing upon receipt of written notice from the Owner to promptly repair, and replace any portion of the Work that does not; to the Owner's complete satisfaction, and at no cost to the Owner, nor change in contract amount. 1. Manufacturer's Warranty: Manufacturer to furnish elastomeric joint sealants to repair or replace general exterior weather seals and other sealants in exterior assemblies that do not comply with performance and other requirements specified in this Section for a period of 20 years. a. Include destructive testing for warranty certification performed by the manufacturer's technical field representative. PART 2 PRODUCTS 2.1 SYSTEM DESCRIPTION A. Design Requirements: ASTM C 1193 and ASTM C 1472; joint configuration recommended by manufacturer for optimum sealant performance for required application. 1. Sealant Joints to be Painted: Comply with manufacturer's recommendations and ASTM C. 1299, coordinate with Section 09 91 00 and ensure compatibility of paint and sealant. 2. Sealant Backing: Closed cell material at all sealants having weather exposure; open cell for seals without weather exposure as necessary for B. Performance Requirements: Sealer joints that are a continuous barrier to intrusion by water, air, sound, and foreign matter able to accommodate extension and contraction at moving joints, as required such that the integrity of each sealer joint is maintained under all in-service conditions. 1. Exposed Sealants: Resistant to deterioration due to weathering, and exposure to ultra violet radiation; resistant to abrasion where traffic may occur. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 JOINT SEALANTS 07 9200 - 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2. Joint seals in the exterior building envelope shall comply with performance requirements for envelope integrity and as required for work of this Section. 3. Provide sealant products and accessories for successful application to Project substrates in the configurations required and the installation conditions encountered in the Work. Products shall be compatible with bonding substrates and adjacent materials and suitable for the service conditions encountered. 2.2 MATERIALS A. Products, and Accessories: Compatible with one another, and with joint substrates under conditions of application, and service indicated, as demonstrated by field testing, and experience. 1. Sealer Color: Exposed; selected by Architect from manufacturer's complete range of standard colors, concealed; natural color having optimal performance characteristics for product. B. Elastomeric Sealant: ASTM C 920, chemically curing, of base polymer indicated. 1. Grade and Hardness: Recommended by manufacturer for optimal performance in application indicated; self -leveling for joints in traffic surfaces, otherwise nonsag. a. Self Leveling: Hardness 55; modulus not greater than 150 psi. b. Nonsag: Hardness 20 to 30; modulus not greater than 75 psi. 2. Modulus of Elasticity: Unless otherwise required, lowest available consistent with joint configuration, and conditions of service, including movement. 3. Type: Single component products; Type S, multicomponent products; Type M. C. Silicone Sealant: Non -Acid -Cure; Class 25. Provide single and two -component products of a one manufacturer for general use on exterior moving joints exposed to ultra violet radiation. Provide manufacturer's optimum product for each type of application, joint geometry, and bond surface required. 1. General Exterior Weatherseal: Type S, extension 100 percent, compression 50 percent, for use on concrete, concrete masonry, PVDF painted aluminum, and painted steel; Dow 790 Silicone Building Sealant, Tremco, Sonneborn, or approved 2. Silicone Glazing: Type S, neutral cure; Specifically for glazing applications, Dow 795, 799 Clear, Tremco, Sonneborn, or approved. 3. Traffic Bearing Joints and as applicable to other joint substrates, Dow SL, Tremco, Sonneborn, or approved. 4. One -Part With Fungicide: For interior joints with nonporous substrates, ceramic tile, showers, sinks and plumbing fixtures. 5. Narrow Joint Sealant: Dow Corning 1299 Silicone Seam Sealer or approved. D. Solvent -release -curing Sealants: ASTM C 1311 Single component, Uses NT, M. G, A and, as applicable to joint substrates indicated, O. 1. Butyl: 75 percent solids; Tremco Butyl Sealant or approved. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 JOINT SEALANTS 07 9200 - 4 2. Small Joint Sealant: Synthetic rubber sealant formulated for sealing joints 3/16 inch width or smaller; Tremco Seam Sealer or approved. E. Acrylic -Emulsion Sealant: ASTM C 834, Single component; Class 12-1/2, mildew resistant, paintable, for exposed interior applications; Tremco Acrylic Latex Caulk or approved. F. Butyl -Polyisobutylene Sealant: AAMA 809.1, Solvent -release -curing, for concealed joints; PTI 404, Protective Treatments, Inc. or approved. 2.3 ACCESSORIES A. Sealant Backing: Comply with ASTM C 717; preformed, resilient, plastic foam joint -filler strips, SOF-T Rod® by NOMACO Inc. or approved. Shall control sealant depth, aid in establishing optimum joint configuration, and provide isolation from components that may adversely affect sealant performance. B. Elastomeric Tubing Joint -Fillers: ASTM D 1056; Neoprene, butyl or EPDM non-absorbent to water and gas, resilient down to -26 degrees F, with low compression set; size and shape to provide a secondary seal, to control sealant depth and otherwise contribute to optimum sealant performance. C. Bond -Breaker Tape: Polyethylene or other plastic recommended by sealant manufacturer for preventing bond between sealant, joint filler, and other materials; self-adhesive tape where necessary D. Primer: Recommended by joint sealer manufacturer for optimum sealant performance, and as determined from preconstruction tests. E. Cleaners for Nonporous Surfaces: Compatible with joint materials and substrates, and acceptable to manufacturer of sealer, and accessories. F. Masking Tape: Provide non -staining, non-absorbent type compatible with joint sealants and to surfaces adjacent to joints. 2.4 SOURCE QUALITY CONTROL A. Elastomeric Sealant Tests: Aged performance under cyclic movement, for hardness, stain resistance, adhesion and cohesion low-temperature flexibility, modulus of elasticity at 100 percent strain, effects of heat aging, and accelerated weathering; Conducted within 24 months of date of submission to Architect. 1. Submit to manufacturer of joint sealer products substrate materials of actual joint surfaces to be sealed for laboratory testing of sealants for adhesion to primed and unprimed substrates and for compatibility with secondary seals. 2. Use test methods standard with manufacturer to determine if priming and other specific joint preparation techniques are required to obtain rapid, optimum adhesion of joint PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 JOINT SEALANTS 07 9200 - 5 n 7 n L n LJ n, r rn n LJ sealers to joint substrates under environmental conditions that will exist during actual installation. PART 3 EXECUTION 3.1 EXAMINATION A. Verify conditions under which work is to be performed for compliance with requirements. Provide written report listing conditions that may be detrimental to performance of installed work. Proceed with work only when unsatisfactory conditions have been corrected. 1. Confirm required joint configuration, including backing, bond break and isolation from incompatible materials (where necessary) can be accommodated within the actual joint configurations encountered. 2. Preformed Seals: Field verify actual joint profile conforms to manufacturer's requirements for the seal products specified and that work sequence has been coordinated for proper installation of preformed seals adhered to abutting bonding substrates. 3.2 PREPARATION A. Surface Cleaning of Joints: Immediately before installation of joint sealer; remove contaminants that could impair sealer performance, including paints, except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer. Use mechanical and chemical methods as recommended by sealer manufacturer, and as necessary to meet requirements. B. Prime joint substrates where necessary, and where recommended by sealer manufacturer based on preconstruction tests, and prior experience; comply with sealer manufacturer's recommendations. Confine primers to areas of joint sealer bond, do not allow spillage or migration onto adjoining surfaces. C. Protection: Prevent deterioration of adjacent materials due to sealer installation work, cover surfaces with tape or other approved means of protection recommended by sealer manufacturer. Remove protection immediately after tooling, do not disturb joint seal. D. Coordinate with work of other Sections affecting joint substrate conditions, geometry and all other conditions of installation for work of this Section to ensure compliance with System Description requirements; without limitation give particular attention to the following conditions. 1. Joints In and Abutting: Precast concrete specialties and curtain wall assemblies. 3.3 INSTALLATION A. Comply with sealer manufacturers' printed installation instructions applicable to products and applications indicated, except where more stringent requirements apply. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 JOINT SEALANTS 07 9200 - 6 B. Installation Standard: ASTM C 1193 as applicable to materials, sealant type and joint conditions required. C. Sealant Backing: As indicated, and necessary to support sealers, and produce configurations which allow optimum sealant performance; continuous installation with no gaps, punctures nor variation in profile; remove absorbent joint -fillers which have become wet prior to sealant application and replace with dry material. 1. Bond Breaker: Install to prevent third -side adhesion of sealant at back of joint. 2. Sealant backings: Closed -cell, nonabsorbent at primary and secondary weather seals. 3. Compressible seals serving as sealant backings: Comply with requirements for joint fillers. D. Sealants: Provide direct contact and full wetting of substrates,properly fill joint recesses, provide uniform, cross-section, and depth relative to width and optimum sealant movement capability. 1. Moving, Non -Traffic Elastomeric Sealant Joints: Depth 50 percent of joint width; not more than 0.5 inch, nor less than 0.25 inch deep. 2. Non-Elastomeric Sealant Joints: Depth of 75 to 125 percent of joint width. E. Tooling of Nonsag Sealants: Approved by sealant manufacturer; form smooth, uniform bead of configuration indicated, prior to skinning cure, eliminate air pockets, ensure contact, and proper sealant adhesion. Remove excess sealant. Do not discolor sealants, nor adjacent surfaces. 1. Tooled Joint Configurations: Profile indicated and conforming to ASTM C 1193, Figure 8; where no profile is indicated provide concave profile. F. Curing: Comply with manufacturer's recommendations to obtain high early adhesive and cohesive strength, surface durability, and optimum sealer performance. Do not cure in a manner that could alter materials performance characteristics. Provide special controls and procedures as necessary to ensure proper cure. 3.4 PROTECTION AND CLEANING A. Protect joint sealers during and after curing period so that they are without deterioration or damage at time of substantial completion, other than normal weathering. Cut out and replace damaged, and deteriorated joint sealers to produce joint sealer installations with repaired areas indistinguishable from original work. B. Remove excess sealant, and spills as work progresses; use methods and materials approved by manufacturers of joint sealers, and acceptable to Architect. END OF SECTION PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 JOINT SEALANTS 07 9200 - 7 r n r LJ 7. SECTION 08 1100 METAL DOOR FRAMES PART 1 GENERAL 1.1 SUMMARY A. Section includes requirements for steel doors and hollow metal frames for doors and other openings as scheduled and indicated. B. Related Sections: 1. Section 08 7100 Finish Hardware 2. Section 08 8100 Glass and Glazing 1.2 ADMINISTRATIVE PROCEDURES A. Pre -Installation Meeting: Coordinate with work of section 08 71 00 for finish hardware and other trades as necessary to effectively coordinate work of this Section. 1.3 SUBMITTALS A. Product Data: Required for each product used in work of this Section. B. Shop Drawings: Fabrication and installation of door and frame, details of types, construction, location and installation of reinforcement, anchors, finish hardware, and accessories; elevations of door types. 1. Schedules: Use reference numbers shown on contract documents, coordinate glazing frames and stops, and glazing requirements. Coordinate with work of Section 08 7100 and 08 8100. 2. Indicate deviations from- referenced Standards for hollow metal door and frame installation proposed for the Work and Project specific details not addressed by the Standards. C. Samples: Two, 6 inches square of each metal, color, and finish system required for Project. D. Certification: 1. Engineering Judgment: For assemblies deviating from tested and labeled assembly to certify performance equivalent to the tested assembly. 1.4 DELIVERY, STORAGE AND HANDLING PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 METAL DOOR FRAMES 081100-1 A. Protect doors and frames from damage during shipping and storage; ship and store in carton or crate, protect factory applied finishes, keep dry, and prevent corrosion. Inspect work for damage upon delivery, replace, or repair damaged material as acceptable to Architect. PART 2 PRODUCTS 2:1 SYSTEM DESCIRPTION A. Design Requirements: Hollow metal door and frame assemblies, frames for glazed assemblies and other openings of the size and configuration required and incorporating components complying with Steel Door Institute or Hollow Metal Manufacturer's Association standards and performance requirements. 2.2 MANUFACTURERS A. Manufacturer: Member of Steel Door Institute or National Asso. of Architectural Metal Manufacturers, and have five years successful experience with products required for the Project. 2.3 MATERIALS A. Stainless Steel: AISI Type 316. 2D finish 1. Plate and Sheet: ASTM A 480, annealed, No. 2D, unless harder temper required for forming or performance. 2. Fasteners: IFI -104 and ASTM F 738 and F 836. B. Hardware, and Fasteners: Manufacturer's standard units. 1. Items Built Into Exterior Walls: ASTM A 153, Class C and D. 2. Supports and Anchors: 18 gage galvanized sheet steel. 3. Exposed Fasteners: Countersunk, flat, Phillips head unless otherwise indicated. C. Galvanic Isolation: Corrosion resistant, rapid -cure, two -component amido amine epoxy mastic that is self -priming on steel substrate; provide two coats for total dry film thickness not less than 6 mils; Benjamin Moore Low Cure Epoxy Mastic Coating M45L/M46; or other approved means of galvanic isolation of concealed contact and wash -down surfaces. 1. Prior to application on fire rated assemblies, confirm use will void neither UL Label nor listing. 2.4 FABRICATION A. Doors and Frames: Stainless steel, types, and sizes required; rigid, neat in appearance, free from defects, warp, and buckle; fit and assemble units in manufacturer's plant to fullest extent PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 METAL DOOR FRAMES 08 1100-2 • LJ n 0 0 0 possible, identify work that cannot be permanently factory assembled before shipment, for proper assembly at Project. Comply with SDI -100 and the following. 1. Interior Seamless Steel Doors: Level 2, Model 2. 2. Exterior Seamless Steel Doors: Level 3, Model 2, 16 gage end closures. 3. Stile and Rail Doors: Level 3, Model 3 4. Exposed Door Panels, Stiles and Rails: Cold -rolled steel; other components may be cold or hot -rolled at manufacturer's option. 5. Close door top and bottom with intermittently welded channels; grind and dress welds smooth and continuously fill joint and finish flush for seamless appearance. 6. Provide square door edge unless otherwise indicated. B. Frames: Full profile welded, knock -down frames are not acceptable. Provide type, profile and configuration indicated with three silencers on strike jambs of single -swing frames, two on heads of double -swing frames; not required on weather-stripped frames. Comply with ANSI 250.8 and the following. 1. Interior Stainless Steel Frames: Level 3, cold rolled steel; except Level 4 at Security openings.. 2. Exterior Stainless Steel Doors: Level 4. C. Insulated Assemblies: ASTM C 236, and SDI 1.13; exterior openings, and in locations scheduled; 0.24 U factor. D. Complete preparation of doors and frames in shop for mortised and concealed hardware, reinforce as necessary for each type of hardware required; comply with ANSI A250.6, door and hardware schedules, templates, approved shop drawings, and DHI Recommended Locations for Builder's Hardware. 1. Drilling and tapping for surface -applied finish hardware may be done at Project. E. Glaze doors and frames in shop or field, comply with requirements of Section 08 81 00; provide glass types as scheduled and required by Code. 1. Glazing Stops and Beads: 18 Gage steel, 45 degree beveled top; projected fascia returned to door face unless otherwise indicated; miter corners. a. Stops: Welded to door on security side. b. Beads: Secure with exposed fasteners, snap -on not acceptable. 2.5 SOURCE QUALITY CONTROL A. Fire -Rated Door and Frame Assemblies: Tested and labeled by acceptable laboratory for compliance with the hourly rating required, and positive pressure and temperature rise limits where required. 1. Fire -rated Assemblies: Configuration required including hardware, and glazing (if any), tested for compliance with UL 10B and 10C (GSZN), ASTM E 2074 and NFPA 252. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 METAL DOOR FRAMES 081100-3 2. Frames for Glazed Openings: Tested per NFPA 257 and UL 9. Glazing performance and labeling shall comply with Section 08 8100 requirements. PART 3 EXECUTION 3.1 PREPARATION A. Coordinate and sequence the Work for proper installation of anchorages for standard steel frames. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete embeds, anchor bolts, and items with integral anchors. 3.2 INSTALLATION A. Doors, Frames, and Accessories: Except for deviations documented by approved submittals install work to comply with the following standards and the manufacturer's recommendations for specific Project applications. 1. ANSI/DHI A115.IG, Installation Guide for Doors and Hardware. 2. ANSI A250.11, Recommended Erection Instructions for Steel Frames 3. SDI 122 Installation and Troubleshooting Guide for Standard Steel Doors and Frames. 4. HMMA 840, Installation and Storage of Hollow Metal Doors And Frames. 5. NFPA 80. B. Frames: Place prior to construction of adjoining walls, except at concrete, and masonry construction; set accurately in position, plumbed, aligned, and brace until permanent anchors are set. Provide three jamb anchors per jamb locate at hinge and strike levels, floor anchors may be powder -actuated, masonry anchors, or machine screws as indicated and as appropriate for the given assembly. 1. Fire -rated: NFPA Standard No. 80. 2. Secure to concrete and masonry with machine screws, and masonry anchors, except where grouted with concealed anchors. 3. Secure to closed steel studs; attach studs to wall anchors with tapping screws. 4. Grout only frames installed in openings in masonry, and concrete walls. 5. Exposed fasteners shall be countersunk, filled and finish flush to the frame face. C. Door Installation: Fit accurately in frames, within clearances specified in SDI -100, and NFPA Standard No. 80. D. Finish Hardware: Comply with requirements of Section 08 7100 and referenced Standards. 3.3 ADJUST AND CLEAN A. Repair of Shop Applied Coating: Immediately after erection, sand smooth damaged, and deteriorated coatings and repair to restore original performance without evidence of repair PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 METAL DOOR FRAMES 081100-4 work in the finished components, coatings that can not be acceptably repaired in the field shall be returned to the shop, repaired and reinstalled. B. Repair and Replacement of Damaged Doors and Frames: Where the Architect determines that a door or frame has been too severely damaged to represent new goods and materials as required by the Contract it shall be replaced by new undamaged work; regardless of whether this damage adversely effects door operation. Remedial work such as filling of dents and grinding to correct excessive damage is not acceptable in lieu of replacement. C. Final Adjustments: Check and readjust operating finish hardware items, leaving steel doors and frames undamaged and in complete and proper operating condition. END OF SECTION PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 METAL DOOR FRAMES 081100-5 SECTION 08 21.00 WOOD DOORS PART 1 GENERAL 1.1 SUMMARY A. Section includes requirements for flush panel and stile and rail wood doors. Standing and running trim are work of Section 06 4000. B. Related Sections: 1. Section 06 4000 Architectural Woodwork. 2. Section 08 7100 Finish Hardware. 1.2 SYSTEM DESCIRPTION A. Design Requirements: WDMA Industry Standard IS -1-A Architectural Wood Flush Doors, I.S.6-A Architectural Stile and Rail Doors and, and 13. A. Design Requirements: 1. Flush Doors: WDMA Industry Standard IS -1-A Architectural Wood Flush Doors, AWI Section 1300, and WI Section 12. 2. Stile and Rail Doors: WDMA Industry Standard I.S.6-A Architectural Stile and Rail Doors, AWI Section 1400, and WI Section 13. 3. Wood Frames: AWI Section 900 and WI Section 9. B. Performance Requirements: Fire -rated door and frame assemblies UL listed and labeled for compliance with NFPA 80 in size and configuration required with specified hardware, and glazing. 1. Door and Frame Assemblies: Tested per NFPA 252, or ULI OB & 1 OC as necessary for required assembly performance. Coordinate with Section 08110 for wood doors and hollow metal frame assemblies. a. Temperature Rise Rating: 450 degrees F maximum in 30 minutes of fire exposure for doors into exit enclosures, and other locations where required by Code. b. Smoke -Control Door Assemblies: NFPA 105, UL 1 OC and 1784. 2. Frames for Glazed Openings: Tested per NFPA 257 or UL 9. Glazing performance and labeling shall comply with Section 08 8100 requirements. 3. Engineering Judgment: Provided by UL authorized source for required assemblies not identical to a tested assembly due to size, configuration or other factor as acceptable to regulatory authorities certifying performance equivalent to that of the tested assembly. 1.3 SUBMITTALS A. Product Data: Required for each product to be incorporated into the Work, including details of core and edge construction, trim for openings and louvers, and factory finish specifications. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 WOOD DOORS 08 2100 - 1 N n n n j -7 fl L n fl n L Demonstrate compliance with standards endorsed by the Forest Stewardship Council for Certified status of forest of origin, and chain of custody from forest of origin through manufacturing and fabrication. 2. Compliance with Local /Regional Materials requirements. 3. Material value documentation for wood products including value-added as a result of milling and any shop fabrication. B. Shop Drawings: Fabrication and installation of doors, details of types, construction and veneer matching; location and installation of reinforcement, anchors, finish hardware, and accessories; elevations of door types, dimensional coordination with frame and undercut of door bottom. 1. Schedule: Use reference numbers shown on contract documents, coordinate glazing frames and stops, and glazing requirements. C. Samples: Provide for each exposed species, cut, and finish, in sufficient number to demonstrate complete range of color and grain variation expected in Work but not less than r 1 three. 1. Solid Stock Samples: 1 foot length of member configured as required for the work including molding profiles. 2. Veneer and Panel Samples: Sufficient size to demonstrate required veneer sequence and typical flitch dimension but not less than 1 square foot. 3. Glazing Stops and Similar appurtenances: Two of each in the configuration proposed to be used in the work. 1.3 QUALITY ASSURANCE A. Certification: 1. Provide WIC -Certified Compliance Certificate indicating that doors comply with requirements of grades specified. 2. Fire -Rated Wood Doors: UL Tested, Listed and Labeled; or other acceptable independent agent. 3. Sustainably Produced Wood Products: Chain of Custody certification that wood products originate from Certified Well -Managed Forests as determined by standards endorsed by the Forest Stewardship Council (FSC). a. Acceptable FSC Certified Programs: Green Cross certification Program administered by Scientific Certification Systems (SCS); SmartWood Certification Program administered by Rainforest Alliance; and Silva Forest Foundation. b. For information and sources for certified forest products, contact the Certified Forest Products Council at (503) 590-6600 or www.certifiedwood.org . n B Environmental Requirements: Comply with Section 06 4000 requirements for prevailing I conditions for installation of woodwork. Q PERMIT SUBMITTAL WOOD DOORS Museum of Flight - Breakroom Renovation 19April 2017 082100-2 n C. Field Measurements: Hardware mortises in metal frames to verify dimensions and alignment prior to premachining door. Field verified dimensions for fit to hollow metal frames provided as work of Section 08110 and fit at existing openings. 1.4 WARRANTY A. Warranty: Written agreement signed by Manufacturer, Installer and Contractor, providing for repair and replacement, to the Owner's satisfaction, of defective work, and work that does not conform to Project requirements; Warranty shall cover all work included in the original Contract; finishing, hardware preparation, and installation at no additional cost to Owner. Warranty Period: From date of final acceptance. a. Solid Core Flush Interior Doors: Life of installation. b. Stile and Rail Doors: Five years. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with requirements, provide wood doors from one of the following manufacturers unless otherwise indicated. 1. Algoma, Marshfield, VT Industries, Vancouver Door, Lynden Door and Western Oregon. ,_ B. Producer of Certified Sustainably Produced stave lumber cores: Algoma Hardwoods. 2.2 MATERIALS A. Natural Finish Face Panels: WDMA Premium Grade AA plain sliced select Eastern White Maple free of mineral streaks and heart providing pleasing match to work of Section 06 4000. 1. Book Balance Match veneers in door faces and at transoms not separated by trim, label for installation. 2. Veneer Thickness: Sufficient to prevent telegraphing of interior,construction including veneer cross banding but not less than 0.0625 inch. 3. Edges: Match face veneer of door panel. 4. Species characteristics such as barber pole, vine marks and any other naturally occurring visible characteristics not present in the approved samples are no acceptable in the material provide in the Work regardless of compliance with reference Grade standards. a. Architect's Control Samples: Where a particular wood is required to match control sample naturally occurring characteristics not present in the control sample will not be acceptable in material to be used in the Work. B. Solid Stock: Exposed, match grade and species of exposed face veneer; concealed as required by reference standards. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 WOOD DOORS 082100-3 C. Select veneer and lumber for uniform appearance of grain and color, and arrange for optimum match between adjacent pieces and throughout the work as a whole. D. Steel Sheet: ASTM A 526, G60 galvanized, mill phosphatized. E. Adhesive: Shall contain no added urea -formaldehyde resins, comply with ASTM D 5572 for finger joints and ASTM D 5751 for laminate joints; waterproof for doors in wet use locations and exterior. F. Core: Solid particle board containing no added urea -formaldehyde, except where mineral core with wood lock blocks is necessary for compliance with required fire resistance rating. 2.2 MATERIALS A. _Face Veneer: Certified sustainably produced Plain Sliced, Select Eastern White Maple (Acer saccharum), complying with WDMA Premium Grade AA requirements and free of mineral streaks and heart. 1. Balance, Book Match veneers in door faces. 2. Veneer Thickness: Sufficient to prevent telegraphing of interior construction including veneer cross banding, but in no case less than the following. a. Flush Panel Doors: Minimum 0.03 inch. b. Stile and Rail Doors: Minimum 0.0625 inch 3. Edges: Solid stock to match face veneer of door panel. B. Solid Stock: Certified Sustainably produced. Exposed members shall match grade, cut and species of exposed face veneer; concealed as required by reference standards. C. Select veneer and lumber for uniform appearance of grain and color, and arrange for optimum match between adjacent pieces and throughout the work as a whole. D. Steel Sheet: ASTM A 526, G60 galvanized, mill phosphatized. E. Adhesive: Shall contain no added urea -formaldehyde resins, comply with ASTM D 5572 for finger joints and ASTM D 5751 for laminate joints; waterproof for doors in wet use locations and exterior. F. Core: Certified Sustainably Produced Staved Lumber core. 2.3 MANUFACTURED UNITS A. Flush Panel Architectural Doors: Comply with WI Section 12 requirements for Premium Grade work. Solid particle board core, except where mineral core with wood lock blocks is necessary for compliance with required fire resistance rating. A. Flush Panel Architectural Doors: Comply with AWI Section 1300 requirements for Premium Grade work. Solid particle board core, except where mineral core with wood lock blocks is necessary for compliance with required fire resistance rating. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 WOOD DOORS 082100-4 1. Cross Banding: Provide 0,125 inch thick engineered hardwood composite board, OSB and particle board are not acceptable. Wood veneer shall be a minimum of 0.125 thick and not telegraph through finish veneers. 2. Provide solid stock edges matching face veneers. 3. Exterior Doors: Water-repellent and preservative treated per WDMA I.S.4 with metal top flashing on out -swinging doors. B. Stile and Rail Doors: Comply with WI Section 13 requirements for Premium Grade veneer construction. Provide solid stock edges and stops. B. Stile and Rail Doors: Comply with AWI Section 1400 requirements for Premium Grade LJ veneer construction. Provide solid stock edges and stops. 1. Provide three-piece, face laminated solid stock construction. Edge laminating is not acceptable. 2. Bottom Rail: Minimum height of 10 inches on swing doors to comply with barrier free access requirements 3. Exterior Doors: Factory treat after fabrication with water-repellent preservative to comply with WDMA I.S.4. Flash top of outswinging doors with manufacturer's standard metal flashing C. Openings: Cut and trim as indicated and required, use solid wood except where metal trim is required for fire rating; veneer wrap metal trim unless otherwise acceptable. D. Fire Doors: Algoma Superfire Door System, or approved. 1. Stile Edge Screw Withdrawal: ASTM D 1037, 750 pounds. 2. Stile Edge Split Resistance: ASTM D 143, 1200 pounds. 3. Through -Bolt Pull-out: 1200 pounds. 4. Pairs: Formed steel edges and astragals, veneer wrapped on B and C label doors, except as otherwise required. 5. Intumescent Seals for Positive Pressure Doors: Concealed with veneer matching exposed door face. E. Glaze doors in field or shop; comply with requirements of Section 08 8100; provide glass types as scheduled and required by Code. 1. Glazing: Comply with ANSI Z97.1 and testing requirements of 16 CFR Part 1201 for category II materials, and permanently labeled as Safety Glazing. Provide assembly type and configuration indicated and other characteristics suchascolor, fire rating and custom features as required. 2. Glazing Stops and Beads: Shape and profile indicated, where not indicated provide 45 degree beveled top and projected fascia returned to door face, miter corners; solid wood except veneer wrapped 18 gage steel where necessary for assembly rating. a. Stops: Anchor on security side with concealed fasteners. b. Beads: Secured by exposed fasteners, snap -on not acceptable. 3. Shop finish stops and beads as required for doors. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 WOOD DOORS 082100-5 1. LJ n n J j n n n n n LJ n n n F. Prefit and premachine doors for hardware to comply with Contract requirements, and referenced woodworking standard. Comply with final hardware schedules, shop drawings, and hardware templates, see Section 08710 for hardware requirements. G. Factory fit wood doors and frames to required opening size, and to comply with installation tolerances, clearances and bevels. G. Coordinate wood doors with hollow metal frames of Section 08110; fit to required opening size, and comply with installation tolerances, clearances and bevels. 1. Fire Rated Assemblies: Comply with NFPA 80. 2. Lock and hinge Bevel: 0.125 inch in t2 inches unless otherwise required for fire resistiant performance. H. Transparent Finish: Match appearance of finished work in Section 06 4000, and comply with requirements of that Section for conversion varnish finish; finish all edges, applied beads and stops, and both faces of each door. 1. Finish System: AWI System TR -4, Premium Grade. Vinyl washcoat, reduced conversion varnish sealer, and two finish coats of water white conversion varnish for 18 to 20 degrees gloss at 60 degrees. Provide close visual match to transparent finished work of Section 06400. 1. Finish System: WI System TR -4, Premium Grade. UV blocking Vinyl washcoat, reduced conversion varnish sealer, and two finish coats of water white conversion varnish for 18 to 20 degrees gloss at 60 degrees. Finish System: UV Cured Polyurethane flat -line finish with UV block, with 40 degrees of gloss at 60 degrees and complying with Woodwork Institute System 8 by States Industries, Eugene, Oregon or equal, (no known equal). a. Provide transparent lacquer matching gloss and appearance of UV Cured Polyurethane for finishing of cut edges and re PART 3 EXECUTION 3.1 EXAMINATION A. Verify frame type, size, location, and swing complies with requirements and that door can be installed within required tolerances without field modification. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Condition doors to average prevailing humidity in installation area for at least twenty-four hours prior to hanging. B. Hardware: Comply with requirements of Section 08 7100. C. Install doors to comply with manufacturer's instructions and as indicated. Comply with Section 08110 requirements for wood doors installed in hollow metal frames. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 WOOD DOORS 082100-6 D. Where field fitting of doors is necessary and acceptable to Architect, machine and fit with uniform clearances and bevels required; do not trim stiles and rails in excess of NFPA 80 and manufacturer's limits. Finish cut edges as required for shop work. E. Tolerances: NFPA recommendations for rated openings. 1. 0.125 inch at jambs and heads. 2. 0.0625 inch per leaf at meeting stiles for pairs of doors. 3. 0.25 inch over finish floor covering, and as indicated. 4. 0.1875 inch at thresholds and saddles. 5. Bevel: 0.125 inch in 2 inches at lock and hinge edges. 6. Warp, bow, cup, or twist not exceeding 0.25 inch in a 42 by 84 inch section. 7. No telegraphing of core construction in face veneers. F. Where the Architect determines that a door or frame has been too severely damaged to represent new goods and materials as required by the Contract it shall be replaced by new undamaged work; regardless of whether this damage adversely effects door function. Remedial work such as filling and sanding to correct excessive damage is not acceptable in lieu of replacement 1. Restore damaged finishes, site cut, and machined surfaces and edges before installation, return to shop doors that can not be acceptably refinished on site, replace work that can not be acceptably repaired. G. Operation: Replace and rehang doors that do not swing or operate freely, when directed by Architect. H. Protect installed work as recommended by manufacturer and as required to assure that doors are without damage, nor deterioration at time of substantial completion. END OF SECTION PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 WOOD DOORS 082100-7 j Li fl n L) 1 n n L. SECTION 08 4100 ALUMINUM FENESTRATION PART 1 GENERAL 1.1 SUMMARY A. Section includes requirements for a weatherproof installation of aluminum curtainwall. B. Related Sections: 1. Section 08 8100 Glass and Glazing 1.2 SUBMITTALS A. Product Data: Submit as required for each material, manufactured product, accessory, and finish to be incorporated into the Work. B. Shop Drawings: Prepared by the original manufacturer of the curtainwall components. Preparation by the site fabricator or installer is not acceptable. Elevations at 0.25 inch equals one foot scale, details at 3 inch equals one foot scale, full size sections of composite members; detail anchors, hardware, reinforcement, movement provisions, accessories, and glazing assembly. 1. The Contractor shall provide professional engineering services for work of this Section to. comply with Design and Performance Requirements. Washington Registered Engineer and shall stamp and sign drawings and calculations prepared for this Project. C. Samples: Demonstrate fabrication, design, operation and finish; provide two samples of each type as required. 1. Finishes: Apply to 12 inch sections of members required, use extrusion and alloy type required for final Work. 2. Assemblies: Typical joinery, and corner of custom units. D. Quality Control Submittals: Demonstrate compliance with requirements. 1. Test Results: For performance of window units as specified. 1.4 PROJECT CONDITIONS A. Field Measurements: Field verify dimensions of construction work before fabrication. Coordinate fabrication to avoid delay of work; when so directed fabricate units without field measurement, and coordinate installation tolerances for required fit. PERMIT SUBMITTAL Museum of Flight — Breakroom Renovation 19 April 2017 ALUMINUM FENESTRATION 084100-1 1.5 WARRANTY A. Special Warranty: Signed by authorized representative of the General Contractor, the manufacturer of curtainwall components and the fabricator/installer agreeing upon receipt of written notice of defective work, and work not in compliance with the Contract Documents to correct or replace the work to the satisfaction of the Owner, and at no cost to the Owner for the time periods required. 1. Compliance with Performance Requirements: Five years. 2. Finish Durability: 10 years against loss of required match in appearance, fade, chalk and deterioration in excess of normal weathering when evaluated per AAMA 2605. PART 2 PRODUCTS 2.1 SYSTEM DESCRIPTION A. Design Requirements: Final design of this assembly for resistance of imposed loads, and attachment to building structure is the responsibility of the Contractor. Components shall have the sections and profiles indicated. Design is based on aluminum systems of one manufacturer, but may include modifications to standard components to comply with Project requirements. As determined by the Architect, aluminum systems of other manufacturers may be acceptable where deviations neither affect the Architect's design, nor detract from performance. 1. The Contractor shall provide final design, and engineering of internal reinforcing, external supports, and anchors for curtainwall and entrance assemblies to resist imposed loads, and attach to the building structure at the locations indicated as work of this Section. Reinforcing, supports and anchors shall comply with requirements of this Section. 2. As necessary to conform to the Architect's design, standard components and assemblies shall be modified and custom components provided at no additional cost to the Owner. B. Performance Requirements: Accommodate dimensional tolerances for adjacent and supporting construction, thermal movement over temperature range of 120 degrees F; 30 psf wind load inward and outward, and structural criteria as indicated in the General Notes on the structural drawings. 1. Fixed Frame: Air infiltration at 6.24 psf of 0.10 CFM/square foot; No uncontrolled water penetration at inward pressure of 12 psf:. 2. Structural Performance: Maximum deflection 0.0057 of span under design wind load and exposure condition for building configuration and elevations indicated. Neither glass breakage nor permanent set in excess of 0.2 percent of span at 35 psf live load. 2.2 MATERIALS PERMiT SUBMITTAL Museum of Flight — Breakroom Renovation 19 April 2017 ALUMINUM FENESTRATION 08 4100 - 2 U A. Aluminum: Alloy and temper recommended by manufacturer for strength, corrosion resistance, and application of required finish; ASTM B 221 for extrusions, ASTM B 209 for sheet and plate. B. Fasteners: ASTM A 666 Type 304 or 316 stainless steel, noncorrosive, compatible with metals fastened; Phillips flat -head machine screws for exposed fasteners. C. Concealed Flashing: 0.062 inch extruded aluminum, or 26 gage stainless steel. D. Reinforcement, Supports and Anchorage: Galvanically compatible with aluminum components. E. Galvanic Isolation: Coat contact and wash surfaces of aluminum components to prevent galvanic action between dissimilar metals. Provide approved permanent isolation of contact and wash -down surfaces using inert coating or other approved means recommended by the manufacturer F. Weatherstripping: Molded neoprene gaskets complying with ASTM D 2000; molded PVC gaskets complying with ASTM D 2287; sliding type as standard for manufacturer. 2.3 MANUFACTURED COMPONENTS A. Provide sizes, configurations, and profiles indicated, and scheduled with accurate relation of planes and angles, and hairline tight joints. Shop fabricate, and assemble work to greatest extent possible using manufacturer's standard methods; disassemble only as necessary to ship and install; protect finishes from damage and deterioration. 1. Curtainwall: 2.75 inch by 5.5 inch for assembly sizes and configurations indicated with 1" insulating glazing unless otherwise required. Contractor to confirm as -built window assembly at adjacent existing rooms; configuration to match. Subject to compliance with requirements for the Work, provide aluminum fenestration components and assemblies incorporating the specified components of one of the following manufacturers as a sole source of supply for the Work of this Section, in absence of a match for existing adjacent assemblies: Efco, WAUSAU, Oldcastle. Comply with applicable requirements of AAMA Metal Curtain Wall Manual. 2. Aluminum Entrance Frame and Stile and Rail Doors: Heavy-duty minimum wall thickness 0.1875 inch, 2 inch stiles, bottom rail as indicated in drawings, and compatible with curtainwall components required. WAUSAU Monumental Door, Oldcastle MS 375, Efco Dura Stile D518. Provide seals and weatherstripping as work of this Section; all other components shall comply with requirements of Section 08 7100. B. Welding: Comply with AWS recommendations to avoid discoloration; grind exposed welds smooth and flush, and restore finish. C. Isolate dissimilar metals and incompatible materials, prevent galvanic action and corrosion. PERMIT SUBMITTAL Museum of Flight — Breakroom Renovation 19 April 2017 ALUMINUM FENESTRATION 084100-3 r D. Fasteners: Concealed, unless otherwise acceptable, except use exposed fasteners for surface mounted hardware. 1. Exposed Fasteners: Countersunk, filled, ground flush and finished to match surface fl where later removal is not necessary; finish removable fasteners to match adjacent finish as directed. E. Weatherstripping: Exterior openings and locations required; unless otherwise required, integrate into each assembly as necessary for compliance with Performance Requirements and effective sealing against moisture penetration and air infiltration concealed from view when unit is closed. F. Glazing System: Type indicated, design for reglazing from interior without disassembly r� l=J 1. Stops: Extruded aluminum with beveled top and projected fascia returned to door face unless otherwise indicated; nonremovable exterior stops, and snap -on interior stops. G. Reinforcing, Supports and Anchorage: Sized and configured for internal reinforcing of aluminum extrusions and for external support and anchorage as necessary for the Work. Coordinate work with aluminum frame assemblies and building structure for each configuration required. Comply with Performance Requirements for all loading conditions. 2.3 FINISHES A. Contractor to match existing clear anodized aluminum finish at adjacent glazing assemblies. Verify conditions in field and confirm finish with Architect prior to fabrication. 2.4 SOURCE QUALITY CONTROL A. Test and certify curtainwall and entrance assembly compliance with Project performance requirements. 1. Wind Load: ASTM E 330. 2. Air Infiltration: ASTM E 283 3. Water Penetration: ASTM E 331 4. Thermal Transmission: U -value Btu/(hr x sf x degree F) AAMA 1503.1. 5. Condensation Resistance Factor: AAMA 1502.7. PART 3 EXECUTION 3.1 INSTALLATION A. Install aluminum frame curtainwall assemblies within the overall building envelope in which they occur so as to provide contiguous effective collection, control and drainage of moisture entering or otherwise occurring in cladding assemblies. Collect the moisture and conduct it to the exterior for drainage without adverse affect on the performance, durability and appearance PERMIT SUBMITTAL Museum of Flight — Breakroom Renovation 19 April 2017 ALUMINUM FENESTRATION 084100-4 r r^ L r^ �J rLdi u n n J r •11 of the assembly. Ensure continuity among water control features within the curtainwall and adjacent assemblies and provide a fully integrated system for the building envelope. Provide flashings and similar ancillary components for curtainwall installation as necessary to maintain continuity of water control features, and to provide effective venting and drainage of concealed cavities. Flashing shall comply with Section 07 62 00 requirements. B. Set units plumb, level, and true to line, without warp or rack of framing members, doors, or panels. Anchor securely in place, isolate incompatible metals and substrates, prevent corrosion and electrolysis. 1. Coordinate installation of aluminum frame components with internal and external reinforcing, supports and anchors to ensure completed assembly can resist all imposed loads and complies with Performance Requirements. C. Set thresholds in sealant bed. Provide joint fillers, sealants and gaskets as necessary to provide weathertight construction. Sealant work shall comply with Section 07 90 00 requirements. D. Drill and tap frames and doors and apply surface -mounted hardware items, complying with hardware manufacturer's instructions and template requirements. Use concealed fasteners wherever possible. E. The Owner reserves the right to test curtainwall work for compliance with performance requirements for resistance to air infiltration and water penetration in accordance with AAMA 503. Work failing to meet performance requirements will be determined to be defective. Repair or replace defective Work as acceptable to the Owner. 3.2 ADJUST AND CLEAN A. Adjust operating hardware to function properly, without binding, and to provide tight fit at contact points and weatherstripping. B. Clean completed system, inside and out, promptly after erection and installation of glass and sealants. Remove excess glazing and joint sealants, dirt, and other substances from aluminum surfaces. C. Protect work so that it is without damage or deterioration, other than normal weathering, at time of acceptance. PERMIT SUBMITTAL Museum of Flight — Breakroom Renovation 19 Apri12017 END OF SECTION ALUMINUM FENESTRATION 084.100-5 SECTION 08 8100 GLASS AND GLAZING PART 1 GENERAL 1.1 SUMMARY A. Section includes requirements for shop and field glazing of frames, doors and openings throughout the Project. 1. Install glazing gaskets furnished by other Sections. B. Related Sections: 1. Section 08 1100 Doors and Frames 2. Section 08 4100 Aluminum Fenestration 1.3 ADMINISTRATIVE REQUIREMENTS A. Preinstallation Conference: Coordinate with requirements of Section 08 4100 and Section 08 1100 for glazing of aluminum fenestration and hollow metal work and coordination with other components and assemblies of the building cladding, 1. Review and confirm Contractor's Project Schedule and work sequence. 1.4 SUBMITTALS A. Product Data: Required for each product to be incorporated into the Work. B. Shop Drawings: Provide for each glazing assembly required. • 1. Calculations: Provide for Exterior and Interior glazing assemblies to demonstrate compliance with Performance Requirements. C. Samples: Two samples 12 inches by 12 inches of each glass type scheduled. D. Certificates: Document that glazing materials furnished comply with Project requirements. 1.5 QUALITY. ASSURANCE A. Contractor responsibility to provide Work complying with contract requirements shall not be altered by statements made in referenced standards and documents. 1. Flat Glass Marketing Association Glazing Manual. PERMIT SUBMITTAL Museum of Flight — Breakroom Renovation 19 April 2017 GLASS AND GLAZING 08 8100 - 1 2. Safety Glazing Standard: Comply with ANSI Z97.1 and testing requirements of 16 CFR Part 1201 for category I1 materials. 3. Insulating Glass Certification: Permanently mark units with Insulating Glass Certification Council, or Associated Laboratories, Inc. label. B. Fabricator and Installer Qualifications: Ten years successful experience with fabrication and installation as appropriate of glazing work similar in material, design, and extent to that required for this Project. When directed provide records of representative work including warranty and in-service performance of previous work. 1. Glaziers for this Project: Certified under the National Glass Association, Glazier Certification Program as Level 2 (Senior Glaziers) or Level 3 (Master Glaziers). 2. Comply with Section 08 4100 requirements for fenestration. 3. Glazing Engineer: Washington Registered PE with specialized experience with engineering of glazing assemblies. 1.6 DELIVERY STORAGE AND HANDLING A. Store and handle products in accordance with written recommendations of manufacturer, and fabricator, and to prevent damage to glass, including edges. B. For insulating -glass units that will be exposed to substantial altitude changes, comply with insulating -glass manufacturer's written recommendations for venting and sealing to avoid hermetic seal ruptures 1.7 WARRANTY A. Special Warranty: Signed by the Fabricator, and agree to furnish replacements for defective glazing at no cost to the Owner for the glazing assembly types and time periods below. Defective glazing includes, but is not limited to, failure due to weakening edge characteristics shown in Figure 16 of FGMA Glazing Manual, as determined by the Architect. 1. Insulating Glazing Units: Ten years for vertical glazing (including performance of low -e coating). 2. Laminated Glazing: Five years. PART 2 PRODUCTS 2.1 SYSTEM DESCRIPTION A. Design Requirements: Glazing when installed in the required assembly capable of withstanding the stresses imparted in accordance with the Performance Requirements, WAC 51-50 Chapter 24 Glass and Glazing requirements, and service conditions reasonably anticipated for the Work without deterioration, damage or failure. 1. Contractor shall analyze Project loads, glazing assembly sizes and configurations and in- service conditions and provide glass of the thickness and type required for each assembly PERMIT SUBMITTAL Museum of Flight — Breakroom Renovation 19 April 2017 GLASS AND GLAZING 08 8100 - 2 as necessary to comply with Code requirements and ASTM E 1300 for required criteria. In no case shall glass be less than 0.25 inch thick. Provide heavier glazing, heat treated glass and laminated units as necessary to resist stresses. 2. Glazing in Hazardous Location as defined in this Section shall comply with Performance Requirements for Safety Glazing. 3. Sealant: Provide clear silicon sealant complying with Section 07 9200 requirements; provide structural grade sealant where required for joint type or configuration indicated. Exposed edges of glazing shall be polished and finished smooth, edge of laminated glazing not captured by framing shall be fully covered by sealant. B. Performance Requirements: For loads conforming to the criteria in the General Structural notes on structural drawings and as follows. 1. Deflection Limit: Comply with WAC 51-50 Section 2403.3 for Exterior assemblies and Section 2403.4 for Interior assemblies. 2. Probability of Breakage for Vertical Glazing: 8 lights per 1000 for lights set not more than 15 degrees off vertical and under wind action with 60 second load duration. 3. Probability of Breakage for Sloped Glazing: 1 light per 1000 for lights set more than 15 degrees off vertical and under wind load with 60 second duration, except 5 days for snow load. 4. Thermal Differential: Accommodate temperature range from 20 to 120 degrees F. 5. Safety Glazing: ANSI Z97.1 and testing requirements of 16 CFR Part 1201 for category II materials. Field applied films are not acceptable for compliance with this requirement. 6. Thermal Performance of Insulating Glazing: U -value equal to or better than U=0.38 and SHGC=0.40 and otherwise complying with Washington Energy Code for unit sizes and configurations required with fenestration assemblies as required by Section 08 51 13 and when evaluated per AAMA 507 as certified by NFRC. In addition to required glazing materials the Contractor shall provide argon gas fill, thermally enhanced spacer bar and all other performance enhancements necessary for glazing compliance with Washington Energy Code at no additional cost to the Owner. 2.2 MATERIALS A. Glazing Assemblies: Product of one fabricator for each type required. Fabricate glass to sizes necessary for glazing of openings as required, with edge clearances and tolerances complying with recommendations .of glass manufacturer and requirements of this Section. B. Primary Glass Products: Product of one manufacturer for each variety; comply with ASTM C 1036. 1. Clear Float Glass Indicated as `Glazing' GL -2: Type I, Class 1, Quality q3 and as otherwise required for safety glazing. 2. High Purity Float Glass: Low Iron Transparent Glass (LITG), PPG Starphire, Schott, or Pilkington or approved. PERMIT SUBMITTAL Museum of Flight — Breakroom Renovation 19 April 2017 GLASS AND GLAZING 08 8100 - 3 C. Coated Glass: Provide for clear float glass and other substrates as necessary for the performance and appearance required; coating on number 2 surface except as required for pyrolytic Low -e coating. 1. Low -e Coating: Neutral color PPG Industries Solarban 70XL or approved, applied to number 2 surface of Starphire substrate. a. Shading Coefficient: 0.32. b. Summer and Winter U -Value: 0.26 and 0.28 respectively. c. Visible Light Transmission: 64 Percent. d. Solar Heat Gain Coefficient (SHGC): 0.27. e. Outdoor Visible Light Reflectance: 12 percent. 2.3 GLAZING ASSEMBLIES A. Fabricate glass to sizes necessary for glazing openings indicated, with edge clearances and tolerances complying with recommendations of glass manufacturer. B. Glazing Assembly Types: Products of one fabricator. C. Laminated Architectural Flat Glass: Heat and pressure process to fuse glass to interlayer conforming to ASTM C 1172. Provide 0.060 inch thick clear polyvinyl butyral interlayer unless otherwise required. D. Heat -Treated Primary Glass Products: ASTM C 1048, by horizontal method with rollwave distortion parallel to bottom edge of glass. Provide fully tempered glass for glazing in hazardous locations except where laminated safety glazing is required. Heat treat glass where necessary to resist thermal stresses induced by differential shading of individual glass lights and for all lights 35 square feet and larger. Fabricate to size and configuration required with penetration and edge work completed prior to heat treating. 1. Clear Tempered: Kind FT, Condition A. 2. Coated Heat -Strengthened: Kind HS. 3. Tempered Safety Glazing: Comply with Performance requirements. E. Insulating Glazing Unit "GL -1": Indicated as IGU, ASTM E 2190 for units incorporating materials specified for Assembly Types required and to comply with State Energy Code performance requirements at no additional cost to the Owner. 1. Vertical IGU: One inch thick assembly with one-half inch air space, and one quarter inch thick lights, except as otherwise required to comply with System Description Article. 2. Provide heat strengthened float glass where required for light sizeand configuration and to resist thermal stresses induced by differential shading per System Description Article. Provide Kind FT (fully tempered) glass lights where safety glass is indicated. 3. Sealing System: Dual seal of polyisobutylene, and silicone. 4. Spacer: Desiccant filled aluminum with powdered metal paint finish in color selected by Architect, bent at three corners. PERMIT SUBMITTAL Museum of Flight — Breakroom Renovation 19 April 2017 GLASS AND GLAZING 08 8100 - 4 2.4 ACCESSORIES A. Gaskets: Provide as necessary for glazed opening; black unless otherwise indicated 1. Dense Compression Seal: ASTM C 864, neoprene, EPDM, or thermoplastic polyolefin rubber. 2. Cellular Elastomeric Preformed: ASTM C 509, Type II, extruded or molded neoprene. B. Glazing Tape: ASTM 1193 butyl -polyisobutylene preformed; continuous spacer rod as recommended by manufacturers of tape and glass for installation. C. Cleaners, Primers and Sealers: Type recommended by manufacturer of gaskets, and tape. D. Blocks and Spacers: Neoprene, EPDM or silicone as necessary for compatibility with glazing sealants. 1. Hardness: 90 Shore A for setting blocks, and as recommended by glass and sealant manufacturers. E. Filler Rods: Closed -cell synthetic rubber, or plastic foam, 25 percent compression at five to ten psi. F. Sealants: Comply with Section 07 9200 requirements for joint types required. PART 3 EXECUTION 3.1 EXAMINATION A. Inspect glass prior to and during installation; discard pieces with edge characteristics that could affect glass performance. B. Examine frames to receive glazing for compliance with recommended tolerances, face and edge clearances, and general proper installation. Notify Contractor in writing of unacceptable conditions, and do not proceed with glazing where conditions have not been corrected. 3.2 INSTALLATION A. Comply with FGMA Glazing Manual, and instructions of manufacturers of glass, and gaskets, to achieve air, and watertight performance. 1. Provide safety glazing in individual lights, laminated and insulated glazing units per, System Description requirements. B. Prevent damage to glass edges during installation. Use rolling blocks, suction cups, wedges and other devices for proper handling of glass. PERMIT SUBMITTAL Museum of Flight — Breakroom Renovation 19 April 2017 GLASS AND GLAZING 088100-5 n a-] C. Set units of glass in each series with uniformity of pattern, draw, bow and similar characteristics. D. Setting Blocks: Properly sized for glazing unit; locate at quarter points of unit width. E. Cleaning: As recommended by glass fabricator and manufacturer. Wash both faces within four days of scheduled inspection intended to establish date of substantial completion. F. Protect glass from contact with deleterious contaminants; immediately remove contaminants using method approved by glass manufacturer, and fabricator. PERMIT SUBMITTAL Museum of Flight — Breakroom Renovation 19 April 2017 END OF SECTION GLASS AND GLAZING 088100-6 SECTION 09 2100 GYPSUM BOARD PART 1 GENERAL 1.1 SUMMARY A. Section includes requirements for gypsum boards and accessories, equipment, labor and services for drywall and other finish systems as indicated and required for a complete installation. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's product data for cementitious materials, lath, metal support components, and accessories. B. Samples: When directed provide one by one foot square incorporating one panel joint demonstrating finish texture required. 1.3 • QUALITY ASSURANCE A. Fire -Resistance Assemblies: Tested per ASTM E 119 and UL listed, or other acceptable agency, for rating required. B. Delivery, Storage and Handling: GA -216, GA -800. C. Environmental Requirements: ASTM C 840; minimum ambient temperature between 55 and 85 degrees F., and as recommended by manufacturer. PART 2 PRODUCTS 2.1 MATERIALS A. Exterior Gypsum Sheathing: ASTM C 79, Type X silicone treated core with glass fiber facings and manufacturer's standard edges 0.5 inch thick. 1. Walls: ASTM C 1177 paperless silicone treated gypsum core with glass fiber facing, G -P Dens Glass Gold Exterior Guard, USG, CertainTeed or approved. 2. Roofing side of parapet walls: paperless sheathing panel with water resistant core and glass mat facing, Georgia Pacific Dens -Glass Gold Sheathing, or approved. B. Interior Gypsum Board: Vertical and horizontal applications; Glass fiber faced and reinforced complying with ASTM C 1658, 0.625 inch thick Type X panels; Georgia Pacific DensArmor Plus Fireguard, or approved, tapered edges 1. Mold Growth: ASTM D 3273 mold growth resistance of 10 or better. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 GYPSUM BOARD 09 2100 - 1 tJ -1 C. Metal Framing Systems: Comply with requirements of Section 09 2216 Non -Structural Metal Framing; size ceiling supports to comply with ASTM C 754 except as otherwise required. 2.2 ACCESSORIES A. Accessories: ASTM C 1047; Standard types as required; galvanized steel unless otherwise indicated, with either knurled and perforated or expanded flanges for nailing or stapling, and beaded for concealment of flanges in joint compound, and one-piece control joint beads. 1. Corrosion resistant components of zinc or resilient material, ASTM D 3678 PVC or other approved plastic; pressure -sensitive adhesive mounting. B. Joint Tape, and Compound: ASTM C 475; type recommended by the manufacturer for the application indicated unless otherwise required. 1. Joint Compound: Ready -mixed vinyl -type for interior use; chemical hardening type for exterior; water resistant type for wet -use areas. 1. Joint Compound: Two grades for interior use; one specifically for bedding tapes and filling depressions, and one for topping and sanding; chemical -hardening -type for exterior use; water resistant type for water-resistant backing board. C. Anchors and Adhesive: 1. Adhesive: Recommended by gypsum board manufacturer and complying with VOC limitations. Adhesive for Wood: ASTM C 557. 2. Screws: Corrosion preventing polymer coated, steel with hex washer head and bonded neoprene gasket, size and length per ICC -ES report and as required for Project specific applications. Organic polymer coating shall have a salt -spray resistance to red rust of more than 800 hours per ASTM B 117. ITW Buildex; Teks Maxiseal with Climaseal finish; Textron Fastening Systems; Elco Dril-Flex with Stalgard finish, or approved. PART 3 EXECUTION 3.1 INSTALLATION A. Metal Framing: Comply with requirements of Section 09 2216. 1. Steel Fire Door Frames: Comply with Project requirements, and GA -219. 2. Coordinate with Section 09 8100 requirements for acoustically insulated assemblies. 3. Backing and Reinforcing: Verify assemblies have been reinforced for mounting of wall and ceiling supported components per Section 05 4000 or 09 2100 requirements. 4. Ceilings: Coordinate with Section 09 5100 for work supported by suspended acoustical ceiling grid assemblies. B. Gypsum Board: ASTM C 840, GA201 and GA 216; Face side out, joints tightly butted, plumb, level and square; shim as necessary to maintain required tolerances, Do not use PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 GYPSUM BOARD 092100-2 damaged boards. Cover both faces of partition frame including concealed spaces, except in reinforced chase walls. In concealed areas scraps 8 square feet and larger may be used, unless otherwise necessary for performance requirements. 1. Exterior Sheathing: Install perpendicular to supports, with end joints staggered over supports; tape and seal; joints and penetrations. 2. Anchor panels with specified corrosion resistant metal fasteners. C. End Joints: Minimum number possible, locate exposed joints away from center of walls and ceilings; stagger not -less -than one foot in alternate courses. Install wall and partition boards with long edges vertical; stairwells, and high walls with long edge horizontal, and end joints staggered over supports, unless otherwise acceptable. D. Locate edge or end joint over supports; stagger vertical joints over different studs on opposite faces of partitions. Attach gypsum board to supplementary framing and blocking; provide supplementary support at corners, openings, cutouts, and penetrations. Reinforcing may be omitted where control joints are required. 1. Abut like edges; tapered edges against tapered edges and cut ends against cut ends. Do not place tapered edges against cut edges or ends. E. Control and Expansion Joints: As minimum comply with ASTM C 840 and GA 201 recommendations for control joints, obtain Architect approval of location of joints not shown on drawings; form with space between edges of boards prepared to receive trim accessories. 1. At door jambs, extending to ceiling from both corners. 2. Ceiling dimension exceeding 30 feet without perimeter relief; 50 feet with relief. F. Isolate perimeter of non -load-bearing drywall partitions at structural abutments; provide 0.25 to 0.5 inch space, trim edge with U or r J -type semi -finishing edge trim, and seal joint with acoustical sealant. G. Insulation: As indicated, and as required in Section 07 2100; Install full height of partition, tight to framing and penetrations, unless otherwise indicated. 1. Acoustic: Install prior to gypsum board unless readily installed after board has been installed; provide at sound -rated assemblies, and location indicated. 2. Thermal: Install vertically; hold in place with z -furring placed 24 inches on center, use 18 gage staples through slots in furring web to hold in place until board is install; provide at locations indicated. H. Single -Layer Application: Screw to metal supports; screw or nail, and glue to wood. 1. Ceilings: Apply board prior to application to wall and partition to the greatest extent possible. 2. Long edges horizontal on partitions and walls 8 feet one inch and less in height; use maximum length sheets to minimize end joints. 3. Z -Furring: Long edges vertical, supported by furring; no end joints. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 GYPSUM BOARD 092100-3 n n n J n 1. Double -Layer Application: Gypsum backing board base, and gypsum wallboard face layer; stagger joints between layers at least ten inches. Fasten base layer with screws and face layer with adhesive and screws. 1. Ceilings: Apply base prior to application of wall and partition base; apply face layers in same sequence. Apply base layers at right angles to supports unless otherwise indicated. 2. Z -Furring: Base layer, long edges vertical, locate on furring member; face layer long edges vertical or horizontal; offset vertical joints at least one furring member. J. Trim and Accessories: Provide edge trim, and corner beads on exposed edges of gypsum base; types indicated, and as required. Fasten to substrate as recommended by manufacturer; where feasible, use same fasteners required for gypsum board, otherwise, nail or staple. 1 Embed face flange in joint compound, unless semi -finishing type indicated; L -type trim where work is tightly abutted to other work; kerf-type where work is kerfed to receive long leg of L -type trim; U -type where edge is exposed, revealed, gasketed, or sealant - filled. K. Fill and prepare buttjoints, edges, accessory flanges, penetrations, fastener heads, surface defects, and as necessary for final finish; prefill open joints, and rounded or beveled edges. Tape joints between gypsum boards, except where trim accessories are indicated. 1. Apply joint compound in 3 coats; omit third coat on concealed work. 3.2 TOLERANCES A. Exposed joints, including control joints and sealant joints at openings: Straight, plum and regular. Limit variation in width to 1/8 inch total in 10 feet; variation from plumb 0.125 inch in 8 feet; variation from location indicated plus or minus 0.125 inch. Unless otherwise required, dap unexposed face of boards to accommodate mounting hardware, brackets and other miscellaneous work as necessary to maintain tolerances. B. Variation of board surface from plum and level: Plus or minus 0.25 inch in any 4 foot by 8 foot panel or section. C. Work that does not conform to specified tolerances may be rejected; replace or correct as acceptable. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 END OF SECTION GYPSUM BOARD 092100-4 SECTION 09 2216 NON-STRUCTURAL METAL FRAMING PART 1 GENERAL 1.1 SUMMARY A. Section includes requirements for light gage metal framing, and related accessories to support drywall and other assemblies as required. Framing components heavier than 18 gage are work of Section 05 4000. B. Related Sections: 1. Section 05 4000 Cold -Formed Metal Framing. 2. Section 09 2100 Gypsum Board. C. Definitions: Gypsum Association, GA -505. 1.3 SUBMITTALS A. Product Data for metal support components, and accessories. 1. Structural Characteristics: For anchors, pre-engineered support components and assemblies provide ICC -ES Report and other documentation satisfactory to Authority having jurisdiction over the Work. B. Shop Drawings: To the extent not documented by product data submittals for Project specific installations provide details including anchors for each assembly type proposed for use in the Work. Document Contractor designed seismic loading resistance; including resolution of conflicts between building system assemblies and ceiling suspension. 1. Provide drawings and calculations sealed by Registered Engineer for Contractor designed support systems and anchors not having an ICC -ES Report and applications not complying with ICC -ES criteria. C. Coordination Drawing: Provide as necessary for coordination of ceiling supports with construction in the ceiling plenum and where other work may affect metal framing systems work of this Section. PART 2 PRODUCTS 2.1 MANUFACTURERS PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 NON-STRUCTURAL METAL FRAMING 092216-1 n n LJ n A. Metal Support System: Subject to Project requirements, provide products by a member company of the Steel Stud Manufacturers Association, including but not limited to: Dietrich Industries, SCAFCO Corporation and Steeler Incorporated. 2.2 SYSTEM DESCRIPTION A. Design Requirements: AISI Specifications for Cold Formed Steel Structural Members and Project requirements. 1. Support Assemblies: WAC 51-50 Section 803 and Chapter 16, and ASTM C 635. 1. Suspension System: International Building Code with State amendments Section 803 and Chapter 16, and ASTM C 635. 2. Coordination of Ceiling Suspension Support With Building Structure and Other Building Systems: Where direct anchorage to building structure is impractical due to dimensional restriction, conflict with HVAC, plumbing, electrical or other considerations provide fully engineered design for ceiling support assembly. Coordinate with HVAC, Plumbing, electrical fire protection and all other building systems to identify potential areas of conflict for ceiling anchorage and prepare engineered solution in advance of installation. a. Do not attach metal support systems to plenum construction B. Performance Requirements: 1. Fire Rated Installations: ASTM E 119 tested, UL listed assemblies for rating required. 2. Structural Criteria: Comply with Section 01615 requirements. 3. Material yield stress and member structural properties are minimum required, increase material thickness and yield strength for member size, spacing and span required to limit deflection due to Code required loads to L/360 of span. 2.3 MATERIALS A. Studs, Runners, Track and Channels: ASTM C 645, ASTM A 653 G 120 galvanized; size and material thickness required. 1. Unusual order and lead time requirements may be required by suppliers for compliance with specified heavy galvanizing requirement; compliance with this specification will not be waived and is required at no additional cost to Owner nor time allowance 2. Resilient Furring Channel: As indicated and required for each Project application. 3. Support System for Screw Attached Gypsum: ASTM C 754. 4. Accessories: Manufacturers standard as necessary for a complete installation. B. Fasteners and Anchors: ASTM C 754, galvanized; Type and size required, and recommended by manufacturer for substrate and application indicated. Attach similar components by welding; weld or mechanically attach dissimilar components as recommended by manufacturer. 1. Screws: ASTM C 1002 2. Wire: ASTM A 641, 16 Gage. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 NON-STRUCTURAL METAL FRAMING 092216-2 3 Welds: Comply with AWS recommendations. C. Gaskets and Closures: Permanently resilient, non-bleeding and inert. Closed -cell neoprene, or other acceptable material. 1. Sill Seal: Foam gasket and self -adhering membrane: Triple Guard Energy Sill Sealer by Protecto Wrap, or approved. PART 3 EXECUTION 3.1 PREPARATION A. Coordinate installation with supporting structure, inserts, imbeds, anchors, supplementary framing, and blocking to develop full strength of metal framing system, and comply with Project requirements. 3.2 INSTALLATION A. Metal Framing Systems: Provide framing components for assemblies subject to imposed loads as work of Section 05 4000 and this Section as indicated and as necessary to comply with Project requirements including -but not limited to member size, and gage for span and spacing required. B. Component Size and Spacing: Indicated and as required by reference standards; attach to supporting structure by welding, and mechanical joining as indicated and acceptable. 1. For Screw Attached Gypsum: ASTM C 754. 2. Sill Gaskets: Provide two contiguous lines of specified product at sills of walls and seal against air intrusion and sound transmission. C. Provide supplementary framing, blocking and bracing at terminations, and openings in the work, and for support of wall -hung shelving, cabinets, fixtures, equipment, heavy trim, grab bars, toilet accessories, furnishings, surface mounted hardware and similar work as necessary. 1. 600 S 162-54 track at 24, 48 and 72 inches AFF unless otherwise indicated. Trim flanges to fit at studs. 2. Grab bars and other barrier free access assistive components, provide reinforcing to resist concentrated load of 250 pounds and as necessary for compliance with regulatory requirements. D. Do not bridge building expansion joints with support system, frame both sides of joints with furring and other support as indicated. Frame both sides of control joints. 3.3 VERTICAL SUPPORT SYSTEMS PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 NON-STRUCTURAL METAL FRAMING 092216-3 n n n LJ r u J J A. Provide tracks at floors, ceiling, and structure where system abuts other work, unless otherwise required. Extend and attach support systems to primary building structure unless otherwise indicated. B. Framing for Doors and Openings: Unless otherwise indicated; Double studs face-to-face at jambs and one stud not more than 6 inches from jamb; screw frame and jamb anchors directly to jamb studs. 1. Jamb Studs: 0.0346 inch thick for openings up to 42 inches wide and 0.0451 inch thick for openings 42 inches and wider. 2. Provide track section for jack studs at head and secure to jamb studs, do not bridge control joints. 3. Provide framing beneath sills as required for heads. 3.4 HORIZONTAL SYSTEMS A. Secure hangers to structural support by connecting directly to structure where possible, otherwise connect to inserts, clips or other anchorage devices -or fasteners as indicated. B. Provide framing components for ceiling types and configuration indicated. Coordinate with details indicated. C. Coordinate with assemblies in ceiling plenum and minimize potential for conflicts with ceiling supports. Modify ceiling supports to accommodate work in the ceiling plenum, provide supplemental suspension members and hangers as necessary to comply with System Description requirements. 1. Attach metal supports to structure and anchors of type and size suitable for substrate and imposed loads per approved submittals. 3.5 TOLERANCES A. Horizontal and Vertical Work: 0.125 inch total in twelve feet for plumb; shim members as necessary to accommodate irregular substrate and structure. 0.25 inch total in ten feet for 7parallel and perpendicular walls; 0.5 inch for location. Level main runners to 0.25 inch total in twelve feet measured lengthwise on each runner and transversely between runners. n END OF SECTION n n n PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 NON-STRUCTURAL METAL FRAMING 092216-4 SECTION 09 5100 ACOUSTICAL CEILINGS PART 1 GENERAL 1.1 SUMMARY A. Section includes requirements for acoustical ceilings, metal suspension systems, and accessories. 1.2 SYSTEM DESCRIPTION A. Design Requirements: 1. Suspension System: International Building Code with State amendments Section 803 and Chapter 16, and ASTM C 635 1. Suspension System: International Building Code with State amendments Section 803 and Chapter 16, and ASTM C 635, and Northwest Wall and Ceiling Bureau Technical Bulletin 401 OREGON. 2. Coordination of Ceiling Suspension Support with Building Structure and Other Building Systems: Where direct anchorage to building structure is impractical due to conflict with mechanical, plumbing electrical or other building system assemblies provide fully engineered alternative for anchorage of ceiling suspension assembly. Coordinate with Division 15 and 16 trades to identify potential areas of conflict for ceiling anchorage and prepare engineered solution in advance of installation. 3. Metal suspension systems provided as work of this Section and supporting gypsum board ceilings shall be coordinated with work of Section 09 2216. B. Performance Requirements: 1. Ceiling Components: UL tested and labeled for flame spread 25, and smoke development 50, and required fire resistance. 2. Structural Design: Comply with IBC Chapter 16 requirements utilizing Project specific criteria for Use Group, Design Category, Building Configuration and Site Classification. 1.3 SUBMITTALS A. Product Data: Required for ceiling panels, suspension systems, and accessories; including maintenance instructions. 1. Certification of Recycled Material Content in Metal Framing Components: To the maximum extent possible provide documentation of recycled content and that portion that is post consumer and that portion that is post industrial by weight. 2. Certification of compliance with Local / Regional Materials requirements. 3. Provide material value documentation for metal support components including value- added cost of shop fabrication. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 ACOUSTICAL CEILINGS 09 5100 - r B. Shop Drawings: 1. Ceiling support assembly seismic loading resistance; including resolution of conflicts between building system assemblies and ceiling suspension. Provide drawings and calculations stamped by Contractor's registered structural engineer for work that does not have ICC -ES certification of seismic compliance. 2. Reflected ceiling plan documenting coordination of penetrations and ceiling -mounted items. Indicate ceiling suspension members and location and method of attachment to building structure complying with Performance Requirements. C. Samples: Color, finish and type required; 12 inches square of ceiling panels, and 12 inches length of suspension systems. D. Test Results: ICC -ES reports for metal suspension systems, and ceiling panels; comply with performance requirements. 1.4 PROJECT CONDITIONS A. Installation Areas: Enclosed, and weatherproof; wet -work complete and nominally dry, and work above ceilings complete; ambient temperature and humidity continuously maintained at values near those indicated for final occupancy. 1.5 MAINTENANCE A. Extra Materials: Full size units equal to one percent of each type of acoustic panel installed. Deliver to Owner as directed. PART 2 PRODUCTS 2.1 MATERIALS A. Metal Suspension Systems: ASTM C 635; Indirect Hung Suspension System; Heavy Duty. 1. ACP -1: Armstrong Suprafine XL 9/16 Exposed Tee, white enamel. a. High Humidity Finish: ASTM C 635 Coating Classification for Severe Environment Performance. 2. ACP -2: Armstrong Prelude XL 15/16 Exposed Tee, white enamel. 2. Gypsum Board Ceilings: Armstrong Drywall Grid with 1.5 inch flange. a. Provide attachment, angle and transition clips and other accessories as necessary for ceiling configuration and installation types required. 3. Wall Molding: Accommodate movement required by IBC seismic provisions; coordinate with suspension system, and panel edge detail; provide ICC certification of product compliance with requirements. 4. Trim: Fit tightly to configuration of penetration, provide edge detail and finished appearance acceptable to Architect. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 ACOUSTICAL CEILINGS 09 5100 - a. Extruded Aluminum Edge: 2 and 4 inch channel profiles for straight and radius configuration as indicated; finish to match suspension grid. Armstrong Axiom edge. B. Attachment Devices: Size for 5 times design load indicated in ASTM C 635, Table 1, Direct Hung; type recommended by suspension system manufacturer for installation as required. 1. Concrete Embeds: Hot -dipped galvanized sheet steel designed for attachment of hangers. 2. Powder Actuated: Provide ICBG report for pull-out resistance in directed tension and approval of regulatory official having jurisdiction over the Project. Oversize load factor as required. 3. Hanger Wire: Ssized so that stress at 3 -times hanger design load (ASTM C 635, Table 1, Direct Hung), will be less than yield stress of wire, but provide not less than 12 gage. 4. Hold -Down Clips for Non -Fire -Rated Ceilings:. For exterior ceilings and where indicated for interior ceilings, provide hold-down clips spaced 2'-0" o.c. on all cross tees. 5. Impact Clips: Where indicated provide manufacturer's standard impact clip system design to absorb impact forces against lay -in panels. 6. Dry Wall Attachment Clips: Armstrong Prelude 15/16 T bar for GWB ceiling. C. Acoustic Ceiling Tile ACT -1: ASTM E 1264; Type IIi, form 1; Pattern E I; NRC .70; CAC 35; LR 0.86; Class A; Bevel edge for adhesive installation; Armstrong Cirrus Tile 589. 1. Nominal Size: 24 by 24 inches, 0.75 inch thick. D. Gaskets: Resilient open -cell foam tape; 0.25 inch thick and wide; Scotchfoam No. 4304, by 3M, or approved. E. Accessories for Acoustically Isolated Gypsum Board Ceilings: 1. Spring Isolator: Precompressed isolator for seismic struts for acoustic isolation of ceiling support assembly; Kinetics ICC. 2. Hanger Isolator: Neoprene coupling to prevent sound transfer through ceiling support assembly and structure; Mason WHR. PART 3 EXECUTION 3.1 EXAMINATION A. Furnish ceiling layout, and inserts, clips, and support materials, to be installed by other trades well in advance of time needed for coordination. B. Coordinate layout and installation with other work supported by and penetrating through ceiling; light fixtures, mechanical and electricalequipment, fire -suppression system components, and partitions. 1. Measure ceiling area and layout as indicated, balance border widths at opposite edges of ceiling, avoid use of less -than -half width units. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 ACOUSTICAL CEILINGS 09 5100 - LJ n n n n 1 3.2 INSTALLATION A. Comply with Project requirements, governing regulations, and manufacturers' instructions. 1. Panel Orientation: As indicated, if not indicated orient directionallypatterned panels in one direction. B. Suspension System: ASTM C 636 and E 580; level, square to vertical surfaces; hangers supported only from building structure. 1. Provide manufacturer's standard joint configuration for exposed flanges of intersecting suspension system members, for uniform, neat well -crafted joints. Miter exposed corners, unless otherwise acceptable. 2. In lieu of installing suspension system per Design Requirements, provide certified design by registered engineer. 3. Molding: At ceiling perimeter and penetrations, to conceal panel edges; provide spring spacers for panels in concealed suspension systems. Support moldings not adjacent to runners as required for suspension system, unless otherwise indicated 4. Floating Installation: Provide perimeter reveal gap as necessary to center panel group in structural bay or other area as indicated; dimension of gap will vary depending on actual space available. Use only full size panels. Provide extruded aluminum trim as specified. 5. Mechanically fasten wall moldings to vertical surfaces 16 inches on center, and 3 inches from ends. 6. Apply continuous ribbon of acoustical sealant, concealed on back of vertical leg before installing moldings. 7. Acoustically Isolated Ceilings: Provide support accessories for hanger wires, compression struts and gasketed metal runner braces as indicated and to prevent sound transfer through support assembly. 8. Linear Slot Diffuser: Coordinate ceiling assembly with mechanical work for diffuser installation required and per approved submittals. C. Hangers: 48 inches on center, provide additional hangers at light fixtures, and 6 inches from vertical surfaces, unless otherwise indicated. 1. Install plumb, free from contact with insulation and other objects in ceiling plenum not part of supporting structure nor suspension system. 2. Do not splay wires more than 3 inches in a four -foot vertical drop, unless otherwise acceptable; wrap main runners at least three times. D. Acoustical Panels: Level in straight regular courses, with proper joints for intended appearance. Scribe and cut for accurate fit at borders and around penetrating work. 1. Provide access units as required. 2. Install hold-down clips as required; space as recommended by panel manufacturer, unless otherwise required. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 ACOUSTICAL CEILINGS 09 5100 - 3. Tegular Jointed Panels: Rout edges of cut panels and finish to match appearance of factory formed edges. E. Gypsum Board Ceilings: Install suspension system as required for work of this Section and coordinate with work of Section 09 2100. F. Acoustic Ceiling Tile: Install by bonding to substrate, using amount of adhesive and procedure recommended in writing by tile manufacturer. 1. Remove dust and friable material and prime tile back with a thin coat of adhesive. 2. Fully engage tongue -and -groove splines at tile edges to form tight joints, with tile aligned in each direction. 3. Tolerance: Ceiling surface aligned within 0.125 inch in any 12 feet but not exceeding 0.25 inch cumulatively. 3.3 ADJUST ANDCLEAN A. Clean exposed surfaces of acoustical ceilings, including trim, edge moldings and suspension members; comply with manufacturers' instructions for cleaning and touch-up of minor finish damage. B. Remove and replace work which cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. END OF SECTION PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 ACOUSTICAL CEILINGS 09 5100 - SECTION 09 6500 RESILIENT FLOORING PART .1 GENERAL 1.1 SUMMARY A. Section includes requirements for resilient floor coverings and accessory products. 1.2 ADMINISTRATIVE REQUIREMENTS A. Sequence: Where floor covering is Scheduled it shall be installed over the complete floor area, including under areas indicated to receive casework, fixed equipment and similar components. B. Schedule: Coordinate overall work sequence and Project schedule to allow the time necessary for substrate to cure and dry to within resilient flooring manufacturer's recommended moisture and pH levels as measured using the specified field tests without delay to the progress of the Work, and to allow completion of the Work within the Contract Time. 1. Contractor shall be responsible for achieving resilient floor manufacturer's required vapor pressure and pH requirements without delay to the Work and at no additional cost to the Owner. 2. Contractor shall coordinate scheduling of tests for moisture and pH levels to allow sufficient time for correction of non-compliant substrate conditions without delay to the finish floor installation and overall progress of the Work. Allow a minimum of 30 days prior to date scheduled for flooring installation in each work area. 3. Contractor shall be responsible for providing effective means to achieve the required installation conditions; these may include but are not necessarily limited to desiccant drying and associated temporary environmental controls, and vapor emission control treatments. C. Preinstallation Conference: Require for complex patterns, unusual building geometry, static dissipative flooring and other uncommon installation requirements. See also at shop drawings requirements. 1.3 SUBMITTALS A. Product Data: Required for each product to be incorporated into the Work; include seaming method, and maintenance instructions for exposed material. B. Samples: Type, color and pattern required, showing full -range of color and pattern variations to be expected in final work. 1. Sheet Goods: 12 by 12 inches. 2. Base, and linear Goods: Two feet length. PERMIT SUBMITTAL Museum of Flight — Breakroom Renovation 19 April 2017 RESILIENT FLOORING 09 6500 - 1 1.4 MAINTENANCE MATERIAL A. Extra Materials: From same manufactured lot as materials installed, labeled, and in protective packaging; deliver to Owner as directed. 1. Sheet Goods and Base: Five yards of each type, color and pattern installed. 1.5 SITE CONDITIONS B. Ambient Conditions: Temperature in installation space of 65 degrees F 48 hours prior to, during, and following installation; maintain ambient temperature of not less than 60 degrees thereafter; condition material in installation space for 48 hours prior to installation. PART 2 PRODUCTS 2.1 MATERIALS A. Rubber Sheet Flooring: ASTM F 1859 Rubber sheet; calendared and vulcanized rubber sheet having Static load limit less than 0.005 inch indentation at 250 psi per ASTM D970. 1. Basis of design is Nora Systems Noraplan Iona, color and pattern selected by Architect; or an approved substitution. 2.2 ACCESSORIES A. Rubber Wall Base (RB -1): ASTM F 1861 Group 1, Style B cove; 0.125 inch thick, and 4 inches tall unless otherwise indicated. Roppe Pinnacle P150 Dark Grey or approved. B. Installation Products: 1. Leveling and Patching Compounds: Latex; product of flooring manufacturer. 2. Concrete Slab Primer: Non -staining type as recommended by flooring manufacturer. 3. Adhesives (Cements): Waterproof, and stabilized; recommended by flooring manufacturer for material and substrate, conductive where required. 4. Vapor Emission Control: Compatible with the finish floor covering and installation materials required. Subject to Contractor's determination of methods to be utilized and compatibility with flooring, acceptable vapor emission control coatings may include products of Crete Seal, Floor Seal Technology, Sinak, or approved. PART 3 EXECUTION 3.1 PREPARATION A. Verify subfloor surfaces are free of characteristics, defects, and surface conditions that could impair flooring performance and appearance; start of installation will be interpreted as installer acceptance of conditions. PERMIT SUBMITTAL Museum of Flight — Breakroom Renovation 19 April 2017 RESILIENT FLOORING 09 6500 - 2 Subfloor: Smooth, level, and sound; repair cracks and depressions, remove curing compounds, and coatings not compatible with flooring. B. Preparation and Testing of Floors: Comply with ASTM F 710. Remove incompatible coatings and surface irregularities. Patch and level substrate as necessary. Establish final surface that will ensure optimum and durable mechanical and adhesive bonds for flooring. 1. Perform pH, bond and moisture tests per ASTM F 710 and ASTM F 2170 with a sampling not less than one for every 800 to 1,000 square feet of installation area, and determine compliance of substrate conditions with the floor manufacturer's requirements. 2. Concrete surfaces shall be primed and otherwise treated in accordance with the finish flooring manufacturer's recommendations for the installation required by the Contract Documents. C. Substrate Moisture Content and pH Level: Contractor responsibility to ensure that moisture content and pH level of bonding substrate at the time the flooring installation is scheduled to occur complies with moisture emission limits per ASTM F 710 and rH values per ASTM F 2170 or the manufacturer's acceptable limits for floor covering and adhesive required. In no case shall a pH level greater than 9.0 be acceptable. D. Vapor Emission Control and pH Control: Contractor shall determine most effective method or combination of methods to achieve the required installation conditions. Contractor shall be responsible to provide means and methods to effectively establish the moisture and pH levels required for the finish flooring in compliance with the Construction schedule and per the approved Vapor Emission Control Plan at no additional cost to the Owner. 3.2 INSTALLATION A. Provide complete coverage with uniform pattern and appearance throughout spaces indicated to receive flooring; cut, and fit to columns, walls, and obstructions; continue under modular casework, removable furnishings, extend into toe spaces, reveals, closets and similar openings. 1. Where difference in finish floor surface is too small for standard reducer strips, use leveling compound to build-up substrate under thinner flooring; provide flush transition at finish surface. B. Tightly adhere flooring to subbase free of cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks, and surface imperfections; hand roll each covered area to assure adhesion; ensure complete adhesion of edges and perimeter of flooring. C. Minimize number of seams necessary, match edges for color, and pattern at seams; comply with manufacturer's recommendations. 3.3 ACCESSORIES PERMIT SUBMITTAL Museum of Flight — Breakroom Renovation 19 April 2017 RESILIENT FLOORING 09 6500 - 3 A. Base: Longest lengths practicable with preformed corner units. Throughout the length of each piece tightly bond base to substrate, with continuous contact at horizontal and vertical surfaces, free of cracks, voids, raising and puckering at joints. Fill voids between top edge of base and irregularities in vertical surfaces with manufacturer's recommended adhesive filler. Provide resilient base at the following locations except where integral cove base or another wall base type is specifically indicated. 3.4 CLEANING AND PROTECTION A. Immediately upon completion of installation sweep or vacuum floor thoroughly; do not wash until time period recommended by resilient flooring manufacturer has elapsed to allow resilient flooring to form a permanent adhesive bond. 1. Damp -mop floor being careful to remove dirt, surface marks and other foreign substances. 2. Remove excess adhesive and surface blemishes using methods recommended by flooring manufacturers. B. Protect flooring and prevent damage during construction period. Protective measures shall comply with resilient flooring manufacturer's directions. Provide temporary coverings such as plastic sheeting, wafer board, hard board or other suitable covering to prevent wear and damage due to traffic, impact, heavy loads, abrasion by dirt and debris, and other construction activity. 1. Comply with manufacturer's recommendations for initial cleanup. Following initial cleanup, provide dry maintenance methods as recommended by the manufacturer. C. Remove protection and clean flooring not more than 4 days prior to date scheduled for inspections intended to establish date of substantial completion. END OF SECTION PERMIT SUBMITTAL Museum of Flight — Breakroom Renovation 19 April 2017 RESILIENT FLOORING 09 6500 - 4 r r^ u n LJ' n 1 j SECTION 09 8100 ACOUSTIC INSULATION PART 1 GENERAL 1.1 SUMMARY A. Section includes requirements for acoustical insulation to be incorporated in wall assemblies. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's technical information including instructions for use and maintenance. B. Samples: Provide two of each finish and type. C. Shop Drawings: Show installation and mounting of insulation, indicate required trim and accessories, and field verified measurements. 1.3 DELIVERY AND STORAGE A. Deliver materials to job site in original, new and unopened packages and containers bearing manufacturer's name and label. PART 2 PRODUCTS 2.1 MANUFACTURED MATERIALS A. Glass Fiber Insulations: Formaldehyde free and contain a minimum 25 percent of recycled material, h flame spread 25, smoke development 50 rating, and comply with individual product specifications. 1. Fiberglass Batts: Owen Corning Select Sound Black Acoustic Blanket is the basis of design. 2. . Fiber Glass Board: Owens Corning Select Sound Black Acoustic Board 3. Acoustical Liner: ASTM C 1071 Type I flexible, Class A, 2 inches thick having a Noise Reduction Coefficient of 0.95 evaluated per ASTM C 423 Mountain A; finish, black matt face. Owens Corning Rotary Duct Liner, or approved. PART 3 EXECUTION PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 ACOUSTIC INSULATION 09 8100 - 1 3.1 INSTALLATION A. Extend insulation in thickness indicated, and as necessary to comply with required performance values over entire area to be insulated. Cut and fit tightly around obstructions, and fill voids with insulation. Remove projections which interfere with placement. B. Apply insulation units to substrate by method indicated, complying with manufacturer's recommendations. If no specific method is indicated, bond units to substrate with adhesive or use mechanical anchorage to provide permanent placement and support of units. END OF SECTION PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 ACOUSTIC INSULATION 098100-2 r ri w' rJ n CJ n n Lj n SECTION 09 9000 PAINTING PART 1 GENERAL 1.1 SUMMARY A. Section includes requirements for field applied primers and finish coatings on interior and exterior substrates throughout the Project. Work is in addition to shop -priming, painting and surface treatment specified in other Sections. B. Work Not Included: 1. Shop priming and finishing. 2. Concealed surfaces, shafts, chases and generally inaccessible spaces, unless otherwise indicated. 3. Operating Parts: Moving parts of operating units, mechanical and electrical equipment, and sensing devices. 1.3 DEFINITIONS A. "Paint" as used herein means all coating systems materials, including primers, emulsions, enamels, stains, sealers and fillers, and other applied materials whether used as prime, intermediate or finish coats. 1.4 SUBMITTALS A. Product Data: Submit manufacturer's technical information including paint label analysis and ,_:, application instructions for each material proposed for use;. include a neutral grey gloss indicator. n B. Samples: Prior To Ordering Paint: Two samples on 12 in. by 12 in. hardboard for Architect's review of color, sheen and texture. Submit new samples until acceptable appearance achieved. 1. Confirm color of paint mixed for job matches previous samples, submit a second set of draw -downs, revise paint color as directed until satisfactory match achieved. 2. Duplicate painted finishes of prepared samples on exterior and interior surfaces. Provide full -coat finish samples on at least 100 sq. ft. of surface, as directed, until required sheen, color and texture is obtained. a. Simulate finished lighting conditions for review of in-place work. b. Final acceptance of colors will be from samples applied on the job. C. Paint Systems Schedule: List substrate, materials, color, gloss, application and anticipated dry film thickness for each finish sample. 1.5 QUALITY ASSURANCE PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 PAINTING 09 9000 - 1 A. Sole Source: Provide primers and paint produced by same manufacturer for each paint system. B. Coordination of Work: Ensure compatibility of total coatings systems for various undercoats and substrates. C. Do not paint over code -required labels, such as Underwriters' Laboratories and Factory Mutual, nor equipment identification, performance rating, name, and nomenclature plates. 1.6 DELIVERY AND STORAGE A. Deliver materials to job site in original, new and unopened packages and containers bearing manufacturer's name and label. B. Store materials not in actual use in tightly covered containers. Maintain materials, containers and storage area in clean, orderly condition. Prevent exposure of materials to temperature extremes C. Prevent the occurrence health and fire hazards due to storage, and use of paints. 1.7 PROJECT CONDITIONS A. Environmental Conditions: Unless otherwise permitted by paint manufacturer's printed instructions, relative humidity below 85 percent, and ambient temperature and temperature of surface to be painted within the following limits: 1. Water Based: 50 degrees F (10 degrees C) and 90 degrees F (32 degrees C). 2. Solvent Based: 45 degrees F (7 degrees C) and 95 degrees F (35 degrees C). B. Do not apply paint during precipitation and inclement weather unless surfaces to be painted are enclosed and maintained heated within specified temperature and humidity limits. C. Control ambient conditions to prevent contamination of paint film, and damage due to subsequent construction activities. 1.8 MAINTENANCE A. Extra Materials: 3 percent of each finish paint and color used in Work. Deliver to Owner and store as directed. PART 2 PRODUCTS 2.1 MANUFACTURERS PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 PAINTING 09 9000 - 2 Li n LJ n A. Manufacturer: Subject to compliance with requirements, provide products of one of the following: 1. Benjamin Moore and Co. (Moore). 2. Miller Paint Co. (Miller). 3. PPG Industries, Pittsburgh Paints (Pittsburgh). 4. Rodda Paint Co. (Rodda) 5. Sherwin-Williams Company (S -W). 6. Messmer's 2.2 MATERIALS A. Paint Quality: Labeled as manufacturer's standard, best -grade product material not identified as such will be rejected. B. Paint Colors: Colors for selected areas are scheduled in Part 3 for bidding purposes. Revisions to those selections will be issued after award of contract. 1. Gloss: Types indicated for each paint color required. C. Volatile Organic Compound Content: Less than 150 grams per liter, provide Scheduled products with the VOC content specified or below that level. Certain paints may exceed the threshold value of 150 grams, including but not necessarily limited to marine oil finish. Where such coatings are required to be applied in the interior establish and maintain a VOC Budget for the Work and provide all mitigation necessary for compliance with Project Certification goals. PART 3 EXECUTION 1 3.1 EXAMINATION J A. Verification of Conditions: Report conditions detrimental to proper and timely completion of work to General Contractor for correction. Beginning of work will be interpreted as applicator's acceptance of surfaces and conditions within any particular area. 1. Provide written notice of problems anticipated with any of the specified coating systems. 2. Spaces shall be broom clean and surfaces free of foreign matter. 3. Moisture Tests: ASTM D4263. B. Previously Painted Work: Provide barrier coat and additional finish coats as necessary to cover existing finish. New work of contrasting color may not adequately hide existing paint without three or more coats of paint. Provide number of coats as necessary for required uniformity of appearance and dry film thickness. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 n PAINTING 09 9000 - 3 3.2 PREPARATION A. Protection: Covers and sacrificial coatings necessary to prevent damage to substrates, finish work, furniture and equipment due to painting and finishing. Remove temporary protection provided by others for protection of their work, after completion of painting operations. Provide "Wet Paint" signs as required to protect newly -painted finishes. B. Surface Preparation: Comply with Oregon Council PDCA, and paint manufacturer's instructions, for each substrate condition. Provide barrier coats over incompatible substrates and primers. Submit written notice of possible incompatibility of coating system and substrate. 1. Remove hardware, accessories, machined surfaces, plates, lighting fixtures, and items in- place and not to be finish -painted, or provide surface -applied protection prior to surface preparation and painting operations. Reinstall after paintings is complete. 2. Clean surfaces before applying paint and surface treatments; provide cleaning agents and preparatory Work, acid etching, solvent washing and mechanical cleaning appropriate for each substrate. Remove dirt, contaminants and conditions detrimental to the formation of a durable paint film. 3. Previously coated surfaces, remove poorly bonded and friable coatings and deteriorated portions of substrate, including but not limited to oxidized metal and rotted wood, to expose sound substrate, Sand areas where coatings have been remove to establish a maximum amplitude of 5 mils abrupt change in surface profile. 4. Repair damaged shop primers and base coats specified in other Sections, including galvanizing. 5. Establish sufficient amplitude in substrate profile to ensure optimum mechanical bond of each coat of paint applied, but so as to alter the texture and appearance of the final finish. C. Cementitious Materials: Provide substrate alkalinity and moisture content within paint manufacturer's recommended limits. Etch floor surfaces to be painted with commercial etching cleaner and rinse with clean water. D. Wood: Sand surfaces to be painted, prime paint at earliest possible opportunity, coat exposed and concealed edges, ends and faces. Prime concealed surfaces of wood to have a transparent finish. 1. Following prime painting; seal knots, fill holes and imperfections with products approved for each purpose. Provide additional sanding of filled and sealed areas 2. Seal tops, bottoms, and cut-outs of unprimed wood doors immediately :upon delivery to Site. E. Wallboard Materials: Rake cracks, scratches and abrasions. Fill with thin layers of patching plaster or joint cement as appropriate. Sand smooth, do not raise "nap" of wallboard paper. F. Metals: Solvent or mechanically clean ferrous metals, clean non-ferrous and galvanized surfaces with non -petroleum solvent, and acid etching. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 PAINTING 09 9000 - 4 .-y n n r-- n n 3.3 MATERIALS PREPARATION A. Mix, prepare, and thin painting materials in accordance with manufacturer's directions; within recommended limits. B. Maintain containers used in mixing and application of paint in a clean condition, free of foreign materials and residue. C. Stir materials before application to produce a mixture of uniform density, and stir as required during application. Do not stir surface film into material; remove film and, if necessary, strain material before using. 3.4 APPLICATION A. Comply with manufacturer's recommendations for application of paint; apply at recommended spreading rate. B. Paint Film: Uniform color, appearance, and dry film thickness; including edges, corners, crevices, welds, and exposed fasteners. C. Prime and Barrier Coats: Apply promptly after preparation; prevent subsequent surface deterioration. Repair damaged shop primer and recoat. Prime surfaces not already coated in the shop; provide barrier coats on incompatible substrate and coatings and to prevent read- through of existing paint colors and substrate characteristics. Provide finish coat free of defects due to insufficient priming, or undercoating. D. Transparent (Clear) Finishes: Multiple coats free of laps, cloudiness, runs, brush marks, orange peel, nail holes, and surface imperfections. Provide uniform surface film with satin finish. L Sand lightly between each succeeding enamel or varnish coat. E. Pigmented (Opaque) Finishes: Smooth finish with uniform, color, appearance and coverage, free of cloudiness, spotting, laps, brush marks, runs, sags, ropiness and surface imperfections. 1. Existing Painted Surfaces: Provide barrier coats and additional finish coats as necessary for complete coverage of existing paint with uniform appearance and no read -through of previous paint color, texture or other finish. F. Completed Work: Match approved samples for color, texture and coverage. Remove, and repaint entire surface to nearest natural break where work is not acceptable. G. Walls, Ceilings and Doors: Apply paint with rollers or airless spray equipment; do not streak or pile up sprayed paint, lay off with roller to provide light stipple finish. Brush -paint other work except as specifically indicated. 1. Finish exterior doors on tops, bottoms and side edges same as exterior faces, unless otherwise indicated. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 PAINTING 09 9000 - 5 H. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces, paint surfaces behind non -moveable equipment and furniture with prime coat only. 1. Paint interior surfaces of ducts visible through registers and grilles, with a flat, non - specular black paint. 2. Paint back sides of access panels, and removable or hinged covers to match exposed surfaces. I. Mechanical and Electrical Work: Painting of mechanical and electrical work is limited to those items and portions of items exposed to view in occupied spaces and in mechanical equipment rooms. Where only a portion of the item is exposed extend painting a minimum of 12 inches beyond the sight line to ensure acceptable coverage. 1. Conduit at corridor, paint exposed portions exposed beyond edge of ceiling and one foot beyond sight -line cut-off. 2. Floating Ceilings: Gaps at perimeter and skylights shall be considered exposed sight lines and painting is required. 3. Paint exposed pipe serving radiators to match radiator finish. J. Mechanical Painting: Piping, hangers, supports, heat exchangers, tanks, ductwork, insulation, motors, equipment, and accessories. K. Electrical Painting: Conduit, fittings, and switchgear. L. Paint items and surfaces not specifically mentioned the same as similar adjacent materials and areas. M. Undesignated Colors: Selected by the Architect from standard colors and finishes available. 3.5 FIELD QUALITY CONTROL A. Owner may invoke the following material testing procedure at any time, and any number of times during the course of the Work: 1. Sampling of paint products by an independent testing laboratory. 2. Test samples for compliance with requirements and performance characteristics set by the specified products. B. Where test results indicate the material does not comply with specified requirements, Contractor may be directed to stop painting work, and remove non -complying material; pay for testing; and replace non-compliant work, including removal of material from substrate. C. Number of coats specified for paint systems in the Paint Materials Schedule is a minimum. Provide additional coats as necessary to provide a durable coating complying with application and appearance requirements. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 PAINTING 09 9000 - 6 rr r n n 3.6 CLEAN-UP AND PROTECTION A. Clean -Up: During progress of work, remove from site discarded paint materials, rubbish, cans and rags at end of each work day. 1. Upon completion of painting work, clean window glass and other paint -spattered surfaces. 2. Remove spattered paint by proper methods of washing and scraping, using care not to scratch or otherwise damage finished surfaces. B. At completion of work of other trades, touch-up and restore all damaged and defaced painted surfaces. 3.7 PAINT MATERIALS SCHEDULE A. Gypsum Drywall: Two finish coats over primer. 1. Heavy Bodied Undercoat: Product of same manufacturer as primer and finish epoxy paints and compatible as a complete system; high solids content, minimum 40 percent providing dry film thickness not Less than 2 mils at manufacturer's recommended spreading rate and as otherwise necessary for approved finish appearance based on field samples. 2 Epoxy Primer: BM/COR: Corotech Epoxy Mastic Coating V160 PPG Industries Pitt - Guard 97-145 Series, or approved having less than 150 grams per liter VOC content. Rodda Roseal II 502701 3. Waterborne Epoxy Finish: BM/COR Corotech Waterborne Epoxy V440 PPG Industries Tile -8 95-6749 Series, VOC 1 1 1 grams per liter. Rodda/Cloverdale Ecologic W/B Epoxy70503 or approved PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 Apri12017 PAINTING 09 9000 - 7 B. Zinc -Coated Steel: Work not required to have high-performance finish system; Two finish coats over primer. 1. Wash Primer for Zinc Coated Steel: 150 grams per liter VOC content, spray applied. One coat, BM/COR Corotech Waterborne Bonding Primer V175 S -W Direct To Metal Wash Primer B7lY1, Devoe Devprep 88, 0 g/1 VOC. Rodda/ Precision DTM 1600 series Water Based Bonding Primer. 291 g/1 VOC; S -W Corothane II B65-400. 2. Primer: Devoe Tru -Glaze 4020 WB Epoxy Primer, 193 g/1 VOC. 3. Finish Coat: Maximum VOC content of 70 grams per liter. Two-part, water borne polyurethane; BM/COR: Waterborne Aliphatic Polyurethane V540 Sherwin-Williams Centurion Polyurethane B65-700. Devoe Devthane 378H Aliphatic Urethane SemiGloss <100 g/1 VOC. Rodda/Precision PC3v100 series 2 Part Acrylic Urethane. 3.8 PAINT COLORS A. Paint Colors: Using products approved for each paint system provide colors matching each of the following. Number designates product of the Basis of Design manufacturer. 1. P-1: to be selected by Architect; typical white. 2: P-2: to be selected by Architect, for application at doors and door frames. 3. P-3: to be selected by Architect, application at copy room wall repair to match existing. 4. P-4: to be selected by Architect, application at hallway wall repair to match existing. 5. P-5: to be selected by Architect, application at adjacent office wall repair to match existing. END OF SECTION PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 PAINTING 09 9000 - 8 n r - .J r - n r1 n n .-y n n SECTION 10 4400 FIRE EXTINGUISHERS AND CABINETS PART 1 GENERAL 1.1 SUMMARY A. Section Includes Fire extinguishers, extinguisher cabinets and mounting brackets. Fire hose and valve cabinets are specified in Division 22. B. Performance Requirements: UL listed and labeled extinguishers for type, rating, and classification of extinguisher indicated. 1. Extinguisher Size, Number and Location: Conform to recommendations in NFPA 10 or as shown on the Documents, whichever is greater. 2. Extinguisher Types and Capacity: Conform to UL classification and rating system. 1.3 SUBMITTALS A. Product Data: Submit for each extinguisher and cabinet type required. 1. Shop Drawings: Dimensions and details showing mounting methods, relationships of box and trim to surrounding construction, door hardware, cabinet type and materials, trim style and door construction, and panel style and materials. 2. Verify fire extinguisher cabinets are sized to accommodate fire extinguishers of type and capacity indicated and cabinet style required can be accommodated within the wall type indicated. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with requirements, provide products of one of the following: Amerex Corp., Sentry, Ansul, J.L Industries, Kidde, Larsen's Mfg. Co., Master Protection Enterprises and Potter -Roemer or approved. 2.2 MANUFACTURED UNITS A. Multi -Purpose Dry Chemical Type: UL -rated 4-A:60-B:C, 10 Ib. nominal capacity, in enameled steel container. B. Cabinets: 316 Stainless steel box, trim, door and frame as required; sized for extinguishers types and capacities required. Weld all joints and grind smooth, miter and weld perimeter frames and doors. 1. Cabinet Type: Fully recessed; basis of design is Larsen Products 2409R4 size to accommodate the specified fire extinguisher. PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 FIRE EXTINGUISHERS AND CABINETS 10 4400 - 1 a. Door Hardware: Surface mounted door pull requiring no hand articulation to operate, and continuous piano hinge permitting 180 degree opening. Provide forcible break -free catch, Lasen-Loc or approved. C. Finish: 1. Cabinet: Number 4 satin brush finish; concealed surfaces of cabinet components maybe mill or 2B. 2. Hardware: Clear satin finish. 3. Protect finished components from damage during shipping and handling. PART 3 EXECUTION 3.1 INSTALLATION A. Provide fire extinguishers for each extinguisher cabinet and other locations indicated. Provide brackets for extinguishers not located in cabinets and for those located in cabinets, where indicated or required. B. Install items secured to structure, square and plumb at locations and heights indicated, where not indicated, in locations directed and at heights to comply with applicable regulations of governing authorities. END OF SECTION PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 FIRE EXTINGUISHERS AND CABINETS 10 4400 - 2 fl 7 n J n n n n SECTION 12 2413 ROLLED CLOTH WINDOW SHADES PART 1 GENERAL 1.1 SUMMARY A. Section includes requirements for Section includes requirements for manual, rolled -cloth shades for mounting types and locations indicated on reflected ceiling plans and interior elevation sheets. 1.2 SUBMITTALS A. Product Data: Provide for each manufactured component to be incorporated into the Work. 1. Operation and Maintenance Manual: Complete detailed instructions for removal and replacement of shade cloth and operating components for system maintenance and repair. Recommendations for inspection protocol and frequency, and maintenance of shade cloth. B. Shop Drawings: For entire assembly including mounting bracket connections for shade installation types required wall, complete installation details for operating mechanisms and shade box enclosure; provide elevations of Project installation with field verified dimensions and indicating shade coverage over window aperture. 1. Field Measurements: Prior to shadecloth fabrication, verify actual opening dimensions; adjust shade dimensions for required fit. C. Shadecloth Samples: Two samples 1 yard of material having openness factor and color required. 1.3 WARRANTY A. Provide manufacturer's five-year warranty for interior roller shades, including operating mechanism. 1. Shade Cloth: Minimum 10 -year warranty terrn against degradation of appearance and function. Deterioration neither from exposure to daylight nor UV radiation, remain color fat with no fading and chalking with no crazing or cracking of fibers. . , PART 2 PRODUCTS 2.1 MANUFACTURED COMPONENTS PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 ROLLED CLOTH WINDOW SHADES 122413-1 A. Manually Operated Roller Shade: Complete assembly including roller, drive mechanism, brackets and shade enclosure. 1. Shade Enclosure: Provide for soffit -recessed units to enclose operating mechanisms, cover mounting brackets and shade when not open. B. Shadecloth: Manufacturer's proprietary Mermet E Screen 3 percent open factor coated woven glassfiber yarn. Fabricate to completely fill each opening from jamb -to -jamb and head -to -sill and provide a 2 inch overlap at jambs and sill of aperture. 1. Color: Selected from manufacturer's complete range of options. 2. Mounting: As standard with the manufacturer mount to roller bar; removable without removing the roller nor shade brackets. 3. Bottom Bar: Manufacturer's standard welded fabric hempocket with conceal weights and magnetic strips for attachment to doors. C. Operating Components: Permit removal of roller tube without removing hardware from opening. Allow for multi -banded operation of manually controlled shades. Shade shall operate via a geared drive mechanism; friction drive is not acceptable. 1. Shade Hardware: Heavy duty commercial components. Metal parts shall be a minimum 0.125 inch thick cadmium plated steel. Provide plastic components made of DuPont DelrinTM, styrene polymers are not acceptable. 2. Drive Chain: No. 10 stainless steel. PART 3 EXECUTION 3.1 INSTALLATION A. Install units to comply with manufacturer's instructions for type of mountings and operations required. Provide units plumb and true, securely anchored in place with recommended hardware and accessories. B. Tolerances: Deviation from vertical not more than 0.25 inch in 10 feet. Maximum offset from level 0.0625 inch in 5 feet. Alignment of adjacent shades, maximum offset of 0.125 inch over three shade units. END OF SECTION PERMIT SUBMITTAL Museum of Flight - Breakroom Renovation 19 April 2017 ROLLED CLOTH WINDOW SHADES 122413-2 rl V-1 n LA J n n n SRG SRG ARCHITECTURE, INC 621 SW MORRISON, SUITE 200 PORTLAND, OREGON 97205. 503 222 1917 110 UNION, SUITE 300 SEATTLE, WASHINGTON 98101 206 973 1700 SRG PARTNERSHIP.COM August 23, 2017 City of Tukwila, Building Department 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Subject: Permit Revision Submittal #1 Building Permit Application Number D17-0105 The Museum of Flight — Breakroom - 9404 E Marginal Way S Dear City of Tukwila Building Department, This letter accompanies the Building Permit Revision Submittal for The Museum of Flight's Breakroom Renovation project (Permit Application Number D17-0105). This letter includes a clarification of revisions on revised submitted sheets, where changes have been clouded and tagged. Please reference sheet A101 highlighting the following revisions: BUILDING DEPARTMENT: 1. At the request of the Client, a new partition wall has been added to the existing copy room, and the existing door to the copy room has been relocated. The new entry door and cased opening leading from the hallway to the Breakroom have both been enlarged to 3'-6". The new configuration is still expected to conform to code, accessibility, fire and life safety requirements. 2. The new glazing configuration and partition wall at the southeast corner of the room have been lightly revised to accommodate the presence of existing electrical receptacles and plumbing equipment to remain. The location of these items was previously unknown, and had been field verified upon commencement of partial demolition. The new configuration is still expected to conform to code, accessibility, fire and life safety requirements. 3. Miscellaneous minor revisions and clarifications to door hardware, fixtures, accessories, and finishes are shown, driven by recent coordination with Contractor, Client, and Architect during early construction stage. These revisions are not anticipated to impact building permit status but are included here for reference. We appreciate your continued attention to our project. have any questions. Sinc-rely, E ias Gardner, LEED AP Designer, SRG Partnership REVISION N0. II Please contact me at 206-973-1685 if you RECEIVED CITY OF TUKWILA AUG 2 3 2017 PERMIT CENTER Cc: Nathan Messmer, AIA, Architect, SRG Partnership Clark Miller, Director of Facilities, The Museum of Flight 0 PERMIT COORD COPY() PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0105 DATE: 08/28/17 PROJECT NAME: MUSEUM OF FLIGHT - BREAKROOM RENO SITE ADDRESS: 9404 E MARGINAL WAY S Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: Building Division Public Works 7 A -P1 frfs evA—( Fire Prevention Structural Planning Division IT 1,1 Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 08/29/17 Structural Review Required DATE: a APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 09/26/17 Approved with Conditions ❑ Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire D Ping 0 PW 0 Staff Initials: 12/18/2013 cPERMITCOORD COPY 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0105 DATE: 04/26/17 PROJECT NAME: MUSEUM OF FLIGHT - BREAKROOM SITE ADDRESS: 9404 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: fC (-11 5 I Building Division Dittk IPC' 4+mo 1111 Public Works AWG�1 Fire Prevention Structural iinto g1(6(11 Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/27/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 05/25/17 ❑ Approved with Conditions ❑ Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation:t I V� 1 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials: 12/18/2013 0 PROJECT NAME: MU'S� �of f1 iq+- 4 SITE ADDRESS: QO 111/4,0S . 0 PERMIT NO: D9l0105 PE ORIGINAL ISSUE DATE: CI REVISION LOG !1 REVISION NO. DATE RECEIVED STAFF I .._ IlALLSS ISSUED DATE STAFF IN ALS -_�Iif�l ri,r1lIil. �A II" Summary of Revision. r 1 71! ! ' a r ;P' �; , �ru cm ,,,.._. ...-, _ _ Received bey:, _i1�% REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) C City of Tukwila. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION `SUBMITTAL,c; Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 08/23/2017 Plan Check/Permit Number: D17-0105 Response to Incomplete Letter # Response to Correction Letter # ,/ Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Museum of Flight - Breakroom Renovation Project Address: 9404 E Marginal Way S Contact Person: Elias Gardner Summary of Revision: Phone Number: (206) 973-1685 Sheet A101: - New partition wall has been added to the existing copy room, and the existing door to the copy room has been relocated. The new entry door and cased opening leading from the hallway to the Breakroom have both been enlarged to 3'-6". - The new glazing configuration and partition wall at the southeast comer of the room have been lightly revised to accommodate the presence of existing electrical receptacles and plumbing equipment to remain. - Misc. minor revisions to finishes, fixtures, hardware, and accessories, included for reference. RECEIVED CITY OF TUKWILA AUG 2 3 2017 PERMIT CENTER Sheet Number(s): Al 01 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: n Entered in Permits Plus on H:\Applications\Forms-Applications On Line \2010 Applications\7-2010 - Revision Submittal.doc Revised: May 2011 0 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplan@ci.tukwila.wa.us Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT DAVIT IIN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING ) r�ri / I r [please print name] , states as follows: PERMIT NO: RA OQ t-;' Dh-0 OF 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number 1) , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise ave under state law in any decision to engage an unregistered contractor to perform construction ),6rk. Owne wner's A ent* Signed and sworn to before me this 117' day of NOTARY PUBLIC in and for the taate of Washington Residing at Name as commissioned: My commission expires: le) -1 Demo (E) smoke detector. Replace w/ new smoke detector per Elec. Demo (E) smoke detector. Replace w/ new smoke detector per Elec. X16 DOOR HARDWARE Response to questions by contractors at pre-bid walkthrough, as trasmitted to contractors via memo dated May 16, 2017, Part (a), Question (5): The following door hardware information is intended to supplement detail 4/A501, Door and Frame Schedule. Products and assemblies to be ADA compliant, stainless steel, heavy duty and/or commercial grade Corbin Russwin. Locks to be rim cylinder, 6 -pin with removable core. Contractor to confirm all components/functions with Owner. Single Door 2 - P. 0 0 0 •y 2.23 from Breakroom 2.24.1, LH, 90 degrees, 1 -HR rated 2 4.5" bearing hinges, ull mortise with non -removable pins Cr000bar Pushpad exit device w/dummy pull + rim cylinder* Parallel arm surface closer Wall stop with keeper 9" kick plate, push side Threshold Pair Door(s) 224B, (E) panels from Breakroom 2.24.1, RHRA, 90 degrees both leaves 4.5" bearing hinges, full mortise with non -removable pins Manual flush bolt Dust proof strike Classroom lockset Hinge stop, both leaves Kick down hold open, both leaves Mop plate, pull side both leaves Single Storefront Entrance, (E) balcony RH, 180 degrees Continuous geared hinge, heavy Crossbar Pushpad exit device* Floor closer Wall stop / hold open Door sweep Threshold from Breakroom 2.24.1, weight, full -mortise Single (E) Door, Breakroom 2.24.1 from (E) office and library, LH Mop plate, pull side *Where noted, see Submittal #007 response for further rmation. Relocatefire sprinkler heads at copy room and breakroom vestibule as required to accommodate new partition. Provide new head(s) as required per Code. Verify 1 -HR soffit at existing; upgrade to 1 -HR assembly where required. 8/22/2017 3:02:21 PM 14.5 Exit sign per Elec See interior eleva for mounting configurations 0.F.0.1. ITEMS Chair Coffee Machine Digital Display First Aid Kit High -Top Chair High -Top Table Litter + Recycling Receptacle Lounge Furniture Microwave Refrigerator (REF) Speaker Table Toaster Oven Vending Machine O.F.C.L ITEMS Dishwasher (DW) VERTICAL FENESTRATION PERFORMANCE CRITERIA 1. Per 2015 Washington State Energy Code, Section C402.4.1.3, the vertical fenestration shall have a maximum U -Value of 0.34 for metal framing (fixed) and 0.60 for metal framing (entrance doors). The maximum SHGC of the veritcal fenestration shall be 0.35. 2. New vertical fenestration area = approx. 192 s.f 3. Glazed assemblies to be NFRC rated. ALTERATIONS CRITERIA 1. Per 2015 Washington State Energy Code, Section C503.1, alterations need not comply with the energy code requirements for new construction provided the energy use of the building is not increased, including alterations where existing ceiling, wall, or floor cavities exposed during construction, provided that these cavities are insulated to full depth with insulation having a minimum nominal value or R-3.0 per inch installed per Section C402. 2. Where existing ceiling, wall or floor cavitites exposed during construction do not meet the criteria noted in (1) above, Contractor to provide code compliant insulation per Section C402. Repurpose (E) sprinkler heads. (E) location shown dashed, typ. Relocate heads to center of ACT panel, typ, V.I.F. Coordinate final locations jjitectPjrtoinstaiiation. eisoollipp urpose (E) light fixtures. (E) location shown dashed, typ. Relocate fixture to center of ACT panel, typ. V.I.F. fixture mounting requirements. Plenum, GWB w/ 1/8" plaster veneer, texture to match existing walls, P-1 typ New grilles & (E) fixtures FIXTURES AND ACCESSORIES Coat Hook (CH -1) Exit Sign (per Electrical) FEC Shading Device Sink Assembly (SINK -1) New transfer grille per Mech, typ - (E) downspout and RWL in soffit Center within dimension of sloped ceiling EQ EQ 11/ Cis C5 © EQ EQ Cis -- ._t....__.—.._._ SD ACP -1 typ (E) s ope —__. — _ __.L..____ O • 0 L ) tyP• Nom. 2' x 2' tions Typ 24'-0" new suspended ACT ceiling Center within dimension of sloped c,eiling 60"x32" Access panels per Mech (E) balcony light fixtures to remain, typ New gypsum ceiling w/ 1/8" plaster veneer, texture to match existing, P-1 typ Bobrick Surface -Mounted Hat and Coat Hook B-6827, Satin -finish type -304 stainless steel 22 gauge flange and support arm, w/ concealed 16 -gauge mounting bracket secured to a concealed 16 -gauge wall plate w/ stainless steel setscrew. Hook 12 gauge type -304 stainless steel, welded to support arm. Isolite Series 880 Thin Line Self -Luminous Exit Sign, UL listed to UL 924 Standard, NFPA Life Safety Code 101, green face, standard brushed aluminum frame. Fir t uish r a d Cabinet. U -ra Vertical blinds, so i -mounted assemb y. TBD. Elkay Lustertone Stainless Steel Sink, custom modified LRADQ332255, topmount, gooseneck faucet fixture w/ aerator and dish spray hose: 43" x 22" Dual -Basin, right basin 6 1/2" ADA- compliant depth, left basin 9" depth, rear center drain, provide w/ tap for filtered water and instant hot water, InSinkErator garbage disposer. MATERIALS AND FINISHES ACT -1 CRP -1 (E) FL -1 GL -1 GL -2 GWB-1 GWB-2 PL -1 P-1 P-2 RB -1 Acoustic Ceiling Tile. Armstrong Ultima 1900 24"x24 x3/4" square lay -in, white, NRC 0.75, CAC 35, LR .90, Class A flame s • read humidity resis ant. u e •pan. • ac splas . ' enta quartz Color and finish to be selected by Architect. Existing. Protect and maintain existing materials and finishes, repairing and refinishing where required. Resilient Flooring, Nora Systems Inc, 1/8", Color and finish to be selected by Architect. Glass / Glazing. 1" IGU comprised of (2) 1/4" lites w/ 1/2" airspace, interior lite clear, exterior lite PPG Solarban 70XL Solar Control Low -E Glass, SHGC 0.27, U -Value 0.26, Shading Coefficient 0.32, LSG 2.37. NFRC rated. Tempered. Glass / Glazing. TBD, interior relite. Type X moisture resistant drywall. Type. X drywall (ASTM C 1396) Plastic laminate. Formica. Color and finish to be se t- • ! ' rchi ect. aint: White. herwin illiams "SW6253 Olympus White." Interior walls. Paint: White. Rodda "EV14C7383 Museum White." As needed where patch or repair is necessary at E) cop room, hallway, or office/library (south) wall. •• -r •as (E) shear wall to remain GENERAL NOTES Gridline lettering and numbering scheme is referential to original 1985 drawings for Museum of Flight, Phase Two, provided by Ibsen Nelsen & Associates, Architects. For purposes of this Project, gridlines define centerline of wall cavity U.O.N. Verify all conditions in the field prior to fabrication and installation of the Work. 3. For interior partition wall types and framing details, see sheet A511. 4. All dimensions are to face of stud, face of concrete, centerline of door or window opening and grid line, unless noted otherwise. Dimensions on reflected ceiling plans are to face of finish, unless noted otherwise. 5. For door opening dimensions see Door and Frame Schedule, detail 4 on sheet A501. Where partition types vary, adjust stud location as required to align with wall finishes. Refer to Mechanical for additional access panel requirements. Provide backing plates at all walls containing casework and wall hung furnishings and equipment. Refer to sheet A511 for details. Extend resilient flooring under casework and equipment, and terminate resilient flooring at walls with integral self cove base (SCB). Provide rubber base (RB) at kick spaces and exposed returns of all cabinets. 10. ' For legend sub -numbers, for example: ACP -1, P-1, see Specifications A" defines (E) structure below per 1985 drawings - see General Notes - 6 1/4" A th 0 FILE COPY errnit No. b `1- 0 l O c review approval is subject to errors and omi oval of construction documents does not olation of any attpted ,,roved Field Co By: 1/z17 Date: 71/5// ? City of Tukwila BUILDING DIVISION (E) mech shaft (E) JANITOR Demolish (E) suspended ACT ceiling above. Salvage, refinish, and/or relocate all ceiling devices and fixtures. Where possible, salvage, repair and reuse (E) perimeter cove lighting. (E) hard lid to remain, patch and repair as req'd. See RCP for more information. (E) wall to remain, typ. (E) wall to remain, typ. Demo, patch and repair (E) wall finishes where installation of casework, plumbing, backing, doors, and electric occurs as req'd (E) rainwater leader to remain Relocate face of (E) soffit per RCP Demolish (E) ACT panels, tray, in - ceiling transfer grilles, equipment and housing above. Salvage, refinish, and/or relocate all ceiling devices and fixtures. See RCP (E) Storage Library Demolish (E) carpet (E) PHOTOCOPY Owner to relocate (E) copier. Detach and reinstall (E) casework as req'd to accommodate new partition. Trim (E) countertop to align w/ face of new wall. Owner to remove and relocate (E) shelving, file cabinets, desks, chairs, storage items and library items (not shown) (E) brick pavers on balcony to remain (E) balcony railing to remain REVISIONS changes shall be made to the scope of work without prior approval of T t:'cwila Building Division. i Revisions will require a new plan submittal and may include additional plan review fees. j Demolish wall where occurs new opening. Relocate (E) door and frame to new opening to Photoco.y r (E) panels to remain Demolish wall where occurs new opening. Demo, patch and repair (E) wall finishes where installation of casework, plumbing, backing, doors, and electric occurs as req'd (E) opening to remain 14.5 f7 \ Existing Condition / Demolition Plan 1/4" =.1'-0" B\ L (E) concrete shear wall See 'Alterations Critera' notes;, this sheet, for more information. Litter+Recycling receptacle OFOI v(E) restroom, accessible via (E) 2nd floor hall (E) emergency egress door and egress stairwell, typ Project North SEPARATE PERMIT I:EQUIRFD FOR: givilechanical plumbing 131/Gas Piping LCity of Tukwila BLI/LDING DIVISION For list and description of Owner Fumisher Owner Installed accessories and Items" this sheet (E) mech shaft handrail, typ (E) JANITOR (E) wall and internal RWL to remain (E) 2nd floor hall (E) walls and general conditions shown gray, typ Furniture (CFO!) layout shown for reference only. Not all furniture is shown. ADA and egress clearances are to be maintained. New door w/ rim exit panic hardware Repurpose and relocate (E) light fixtures, typ. (E) location shown dashed, V.I.F. Extra fixture to be retained by Client. (E) soffit above to remain. Patch and repair as req'd where new transfer grilles occur (E) fascia to remain Soffit -mounted track for shading device. (E) face of soffit Align new face of soffit to face of wall below (E) sloped ceiling lid above, P-1. See note. Note: Patch and repair (E) ceiling lid where req'd. Plaster finish and texture to match existing, P-1 typ. Where new gypsum board is installed at new wall, lid or mechanical plenum, provide 1/8" plaster finish w/ texture to match existing, P-1. See 'Alterations Critera' notes, this sheet, for more information. Demo 26'-0" (E) suspended ACT ceiling Reflected Ceiling Plan Project North New 1 -HR rated partition wall: 4" mtl stud cavity w/ North finish P-2. South finish P-1. Relocated existing 1 -HR door and frame (E) PHOTOCOPY New alum curtain II system - see ticHREVIEWED FOR .CODE COMPLIANCE APPROVED Lounge SEP 0 6 2017 799 SF Not Enclosed en to e belo of Tukwila BUILDING DIVISION New door and frame per schedule New type F1.4 partition, typ (E) wall and internal RWL to remain 1 224B (E) door (E) egress door an window assembly to remain Verify 1 -HR rating at existing wall; provide 1 -HR upgrade where required. HM cased opening. Relocate (E) door and frame. Patch and repair wall where necessary. Finish (E) side of room P-1 to match breakroom. West side of wall provide finish to match (E) at Hallway, P-2. aVISZO CM= cm= 142212129 MESH= 112166=6, =CC= COMM 0125512, COMM CSIESED =MS New acoustic insulation in (E) wall cavity, see 6/A511 62=ISSe 67:0210 CESIUM 4121=Mt. seenotes, this sh 'AlterationtiON NO. more information. New 1 -HR rated assembly. Relocate (E) wall receptacles where occur as req'd, V.I.F. Patch and repair wall where necessary. Verify 1 -HR rating at existing wall; provide 1 -HR upgrade where required. Where necessary, y patch and repair wall at / south face, provide finish to match (E), P-5. (E) office and library Project North SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 0 0 0 co Museum of Flight ise 0 co 2 41) ILI 03 STATE OF WASHINGTON Building Permit Drawing Title PLANS Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date REVISION 7/31/17 REVISION 8/23/17 RECEIVED CITY OF TUKWILA AUG 2 3 2017 PERMIT CENTER Drawn by EG Checked by NM Date 8/23/17 Project No 216022 Consultant Project No Owner Project No Drawing No A101 D 4/18/2017 4:19:13 PM MOUNTING HEIGHTS, TYPICAL Alarm/Strobe per Electrical Fire alarm manual pull station io M 0 io 2 1/21 6 Signage Room temperature sensor 1/2' 9 0 (FEC) Fire Extinguisher Cabinet Power or tele/data outlets above casework/countertops Power or tele/data outlets Typical Door & Device Layouts ARCHITECTURAL ABBREVIATIONS Light switch or door operator TYPICAL ADA CLEARANCES 0 12" 0 co 0 r 36" 24" 56" 60" r 2'-0" L MANEUVERING CLEARANCES AT SWINGING DOORS 48" 0 N CLEAR FLOOR SPACE 30" 0 FORWARD APPROACH IN ALCOVE 30" 6" N A L FORWARD APPROACH IN ALCOVE 0 M 30" 0 vr 48" 0 M FORWARD APPROACH PARALLEL APPROACH 48" PARALLEL APPROACH IN ALCOVE 48" r Arai 'mg tc.A. 19" MAX CLEAR FLOOR SPACE AT LAVATORIES CLEAR FLOOR SPACE PARALLEL APPROACH IN ALCOVE CLEAR FLOOR SPACE AT SHOWER CONTROLS ALIGNED Breakroom Renovation SRG Project #216022 Museum of Flight 9404 E Marginal Way S Seattle, WA 98108 PROJECT DIRECTORY Owner The Museum of Flight 9404 East Marginal Way South Seattle, WA 98108 v: (206) 764-5720 f: (206) 764-5707 Contacts: Clark Miller cmiller@museumofflight.org VICINITY MAP Architect SRG Partnership 110 Union Street, Suite 300 Seattle, WA 98101 v: (206) 973-1700 f: (206) 973-1701 Contacts: Nathan Messmer, AIA LEED AP nmessmer@srgpartnership.com Elias Gardner, LEED AP egardner@srgpartnership.com Mechanical and Plumbing Engineer The Greenbusch Group, Inc. 1900 W Nickerson St #201 Seattle, WA 98119 v: (206) 378-0569 Contacts: John Greenlaw, PE, P.Eng., LEED AP JohnG@Greenbusch.com Ellisa Lim, PE EllisaL@Greenbusch.com MASTER DRAWING INDEX GENERAL G001 PROJECT INFORMATION ARCHITECTURAL A100 SITE PLAN, GENERAL NOTES & CONDITIONS A101 PLANS A401 ELEVATIONS A501 DETAILS A511 DETAILS A571 DETAILS AB ACP AD ADJ AFF ALT ALUM APPROX AWP BD BLDG BM BO CB CC CFCI CG CH CIP CJ CK CL CLG CLR CMU COL CONC CONT CONTR CPT CS CT DF DIA DIM DIM PT DN DS DTL DWG (EA Anchor Bolt Acoustic Ceiling Panel (ACP -1) Access Door Adjacent Above Finish Floor Alternate Aluminum Approximate Acoustic Wall Panel (AWP -1) Board Building Beam Bottom Of Chalk Board (CB -1) Cubicle Curtain (CC -1) Contractor Furnish Contractor Installed Corner Guard (CG -1) Coat Hook (CH -1) Cast in place Control joint Clock Chain link Ceiling Clear Concrete Masonry Unit Column Concrete (CONC-1) Continuous Contractor Carpet (CPT -1) Cementitious Surface Material (CS -1) Ceramic Tile (CT -1) Drinking fountain Diameter Dimension Dimension Point Down Downspout Detail Drawing Existing Each EJ EL ELEC ELEV EQ EP EPT EQUIP ES ESH EW EXIST EXP EXT FAA FACP FAF FB FD FE FEC FF FLR FOB FOC FOF FOS FRP FRT FTG FV FVC GA GALV GB GD GFRC GFRG GL GWB HB HC HD Expansion joint Elevation Electrical Elevator Equal Electrical Panel Epoxy Paint (EP -1) Equipment Exposed Structure Emergency Shower Eye wash Existing Expansion Exterior Fire Alarm Annunciator Fire Alarm Control Panel Fluid Applied Flooring (FAF-1) Flat Bar Floor Drain Fire Extinguisher (FE -1) Fire Extinguisher Cabinet (FEC -1) Finish Floor Floor Face of Brick/Block Face of Concrete Face of Finish Face of Structure Fiber Reinforced Plastic Fire Retardant Treated Footing Field Verify Fire Valve Cabinet Gage Galvanized Grab Bar (GB -1) Glove Dispenser (GD -1) Glass Fiber Reinforced Concrete Glass Fiber Reinforced Gypsum Glass / Glazing Gypsum Wall Board Hose Bibb Hollow Core Head HDWD HM HO HORIZ HR HSD HSS ID INSUL JT Joint Hard Wood Hollow Metal Hold open Horizontal Hour Hand Sanitizer Dispenser (HSD-1) Hollow Structural Shape Inside Diameter Insulation LAM LAV LF hit MAX MB MCP MDO MECH MEMB MFR MIN MISC MO MP MPS MR MRK MTG MTL (N) NA NIC NO NOM NTS Laminate / Laminated Lavatory Lineal Feet / Linear Foot Mirror (M-1) Maximum Marker Board (MB -1) Metal Ceiling Panel (MCP-1) Medium Density Overlay Mechanical Membrane Manufacturer Minimum Miscellaneous Masonry Opening Metal Panel (MP -1) Manual Pull Station Moisture Resistant Mop Rack Mounting Metal New Not Applicable Not in Contract Number Nominal Not to Scale OA Overall OC On Center OD Outside Diameter OFCI Owner Furnished Contractor Installed OFOI Owner Furnished Owner Installed 2 OPNG OPP P PCS PERIM PL PLAS PR PS PT PTD PTR PW PWD QT R RAD RB RBR RF RD RD/OD REF REIN REQD RM RO RP RST RW SAM SCB SCD SCS SD SECT SH SHT SHTG SIM SND SNR SP Opening Opposite Paint (P-1) Precast Concrete Stair Perimeter Plastic Laminate (PL -1) Plaster Pair Projection Screen (PS -1) Pressure Treated Paper Towel Dispenser (PTD -1) Paper Towel Receptacle (PTR -1) Paper Towel Dispenser / Waste Receptacle Plywood Quarry. Tile (QT -1) Riser Radius Rubber Base (RB -1) Rubber Resilient Flooring (RF -1) Roof Drain Roof Drain / Overflow Drain Reference Reinforced Required Room Rough Opening Resin Panel (RP -1) Resilient Stair Tread (RST -1) Resinous Wall (RW -1) Self Adhered Membrane Self Cove Base (SCB-1) Seat Cover Dispenser (SCD -1) Shower Compartment Seat Soap Dispenser (SD -1) Section Soap Holder Sheet Sheathing Similar Sanitary Napkin Dispenser (SND -1) Sanitary Napkin Receptacle (SNR -1) Stand Pipe 3 SPEC SQ SR SST SSG STD STL STN ST SUSP SYM T TB TD TEMP T&G THK TO TPD TR TRS TS TSC TSP TYP UNO VBX VERT VG VP W W/ W/O WC WD WG WP WR VVT WWF Specification Square Shower Curtain Rod Stainless Steel Structural Silicone Glazing Standard Steel Stain (STN -1) Stone Tile (ST -1) Suspended Symmetrical Tread Tack Board (TB -1) Trench Drain Tempered Tongue and Groove Thick Top of Toilet Paper Dispenser (TPD -1) Transparent Traffic Surface Tube Steel Toilet Seat Cover Dispenser (TSC -1) Toilet Paper and Toilet Seat Cover Dispenser/ Sanitary Napkin Receptacle Typical Unless Noted Otherwise View Box Vertical Vertical Grain Veneer Plaster Wall Covering With Without Window Covering (WC -1) Wood (WD -1) Wall Guard (WG -1) Walk -off Mat (WM-1) Wall Protection (WP -1) Waste Receptacle Weight Welded Wire Fabric ARCHITECTURAL SYMBOLS LEGEND PROJECT DESCRIPTION Renovation of existing library / storage room into an employee breakroom, with the addition of a kitchenette, new egress doors, new glazing, and upgraded finishes. PARCEL INFORMATION King County Parcel Number: 332404-9019 Legal Description: THATPOROFTHESEQTROFSEC33TWP24NRNG4EWMINKING COUNTY WA DESCRIBED AS FOLLOWS COMMENCING AT THE SE COR OF SD SUBD TH N 88-04-53 W A DIST OF 1314.13 FT ALG S LN THOF TO NELY MGN OF E MARGINAL WY S AND POB TH ALG SD MGN N 88-04-53 W A DIST OF 37.35 FT TH CONT ALG SD MGN N 22- 31-55 W A DIST OF 997.62 FT TH DEPARTING SD MGN S 87-49-39 E A DIST OF 77.07 FT TH N 22-49-02 W A DIST OF 23.50 FT TH S 87-49-39 E A DIST OF 89.83 FT TH S 02-11- 39 W A DIST OF 42.19 FT TH S 88- 43-46 E A DIST OF 290.49 FT TH S-28-43-46 E A DIST OF 89.25 FT TH S 88-18-47 E A DIST OF 164.78 FT TO A LN THAT IS 500 FT FR AND PLW C/L RUNWAY 13R -31L TH ALG SD LN S 28-43-34 E A DIST OF 658.80 FT TH S 67-28-05 W DIST OF 596.64 FT TO POB PER CITY OF TUK BLA NO L 02-058 REC #20030115900002 EXISTING BUILDING INFORMATION Building Codes: Zoning: Existing Building Area: Existing Area, 2nd Floor: Type of Construction: Building Occupancy: Area of Renovation: Accessory Area Calculation: Project Occupancy: Occupant Load: Occupants: Egress Width Required: Egress Width Provided: 2015 International Building Code (IBC) 2015 International Mechanical Code (IMC) 2015 International Fire Code (IFC) 2015 Uniform Plumbing Code (UPC) 2015 Washington State Energy Code Commercial (WSEC) 2015 Washington State -Wide Amendments MIC/H 141,643 s.f. (UNCHANGED) 30,000 s.f. (UNCHANGED) II -B, fully sprinklered (UNCHANGED) A3, museum / gallery (UNCHAGED) 1,029 s.f. (2nd Floor) 1,029 s.f. / 30,000 s.f. = 3.43% < 10% per IBC 508.2 Accessory A3, assembly without-fixedseats unconcentrated 15 netss.f.-per occupant 68 persons (2) exits at 36" width ea. (2) exits at 36" width ea. REVISIONS No chances shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: ROVi310;13 will require a now plan submittal and may ina'ude add:tional plan review fees. 1 Building Section Identification Wall Section Identification Detail Identification Exterior Elevation Identification Interior Elevation Identification A4 Drawing Identification Building Grid Identification Match Line Identification North Point Revision Identification Al Al A3 VIEW NAME Al A501j SEPARATE PERMIT FOR: REQ 'Mechanical L'9 Electrical Plumbing erGas Piping City of Tukwila BUILDING DIVISION 1/8" = 1'-0" A101 FILE COPY Permit No.Dl1 OW0 Flan remlew approval is subject to errors ggi-ier.antgeference, Approval of construction documents dooPrra gia. I equipment the violation of any adopted code or ordinance. Rem:pt of approved Fioid Cop r n5pbnditions is acknowlec d: A101 Room Name and Number Door Number Partition Type, see sheet A541 ROOM NAME 101 0 Ceiling Height Identification, height above finished floor 9'-0" Window Type Equipment Reference, see equipment schedule, A631 By: Date: 0/2- Li/ 7 Elevation Mark City of Tukwila BUILDING DIVISIOk orner Guard REVIEWED FOR CODE COMPLIANCE APPROVED (� 2017 City of Tukwila BUILDING DIVISION vvLi SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM 0 8440 4 0 Cl) CU co o IN MI N a Wd t d cn REGISTERED ITEI AARON R. PLESKAC STATE OF WASHINGTON Building Permit Drawing Title PROJECT INFORMATION Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date RECEIVED alTY OF TUKWILA APR 2 1 2017 PERMIT CENTER Drawn by EG Checked by NM Date 19 April 2017 Project No 216022 Consultant Project No Owner Project No Drawing No G001 4/18/2017 4:19:06 PM GENERAL NOTES & CONDITIONS GENERAL NOTES 1. Contractor shall comply with the current "general conditions" and building standards as provided by the building owner. 2. General Contractor shall be responsible for coordinating the work of different trades. 3. All modifications requiring Owner or Architect approval will not be valid unless authorized in writing by Owner and/or Architect. 4. Contractor initiated changes shall be submitted in writing to the Owner and Architect for approval prior to fabrication or construction, changes shown on shop drawings only will not satisfy this requirement. 5. Within five (5) business days of start of construction, the contractor shall notify in writing both the Architect and Owner of any items whose estimated delivery to the site would be later than that required for timely installation in the construction sequence substitution of alternate items with shorter lead times, payment of rush fabrication or delivery changes out of sequence installation, or delay of installation options to be at the sole approval of Owner or Architect. 6. Contractor shall verify all field dimensions and conditions and shall resolve any conflicts or questions for resolution before proceeding with the work. Do not scale the drawings. 7. All materials and equipment shall be installed in strict accordance with manufacturer's written instructions and trade associations' accepted standards. 8. Contractor shall provide a written construction schedule. This schedule shall include delivery lead times of construction items and start and completion dates of each phase. The contractor shall update and provide such schedule on a weekly basis. 9. Work must be scheduled with the building Owner to avoid disruption to the tenants and users. 10. Access to and from the project site, special conditions, noisy work, timing of work, interruption of mechanical and electrical services, relocation of existing equipment, casework, fixtures, fittings, etc., must be coordinatd with the building Owner. 11. Upon completion of all construction, the contractor shall supply the building Owner with one set of "record" as -built drawings. 12. All materials to be new UNO. 13. Patch all disturbed and/or damanged areas as required to accomplish new work and as required for finished appearance. 14. General Contractor is responsible for providing all necessary backing, blocking, and framing for light fixtures, electrical fixtures, casework and all other items requiring it. 15. Contractor to coordinate all fire alarm work with building Owner. 16. All paint and finish material colors shall match Architect's control samples and require Architect's review prior to installation. Submit to Architect three (3) copies for review. 17. Contractor shall furnish shop drawings for review on cabinetwork, millwork, and any other special items requiring custom shop fabrication. Submit to Architect at least three (3) copies for review. 18. Throughout the drawings are abbreviations which are in common use. The list of abbreviations provided is not intended to be a complete list. The Architect will define the intent of any in question. 19. Each subcontractor is responsible for any damage to adjacent work and shall repair said damage at their own expense. This includes all areas on the premises such as but not limited to: common hallways, vestibules, balconies, egress stairwells, copy rooms, janitor rooms, offices. DEFINITIONS 1. "Typical" or "typ" indicates identical complete system for the condition noted. 2. "Similar" or "sim" indicates complete system and components comparable to the characteristics for the condition noted. 3. "As required" or "as req'd" indicates contractor shall provide components required to complete the noted system as indicated in the project documents. 4. "Align" indicates accurately provide finish faces of materials in straight, true, and plumb relation to adjacent materials. 5. "Clear" indicates critical dimension and shall set precedent for layout of partitions. 6. The use of the word "provide" shall always mean, "furnish and install, connect, or secure" as required. DIMENSIONS 1. Dimensions are indicated to the face of finished surface at all new and existing construction, center of columns or grid lines UNO. 2. Do not scale drawings. Contact Architect for any missing dimensions. 3. Alignment of partitions and finishes as scheduled shall be straight, true and plumb. Dimensional layout shall be in the following priority order: A. Large scale dimensions; B. Small scale dimensions; C. Enlarged plans and sections; D. Floor plans. 4. Vertical dimensions are indicated from the floor elevation to face of finished material, unless noted above finish floor as "AFF" 5. Ceiling heights are indicated from the floor elevation to the face of acoustic ceiling grid or face of finish material for other ceiling types, UNO. 6. Documents are drawn diagrammatically, and scaled dimensions are approximate. Required size, clearances, and relationships are indicated by dimensions as noted. GENERAL REQUIREMENTS 1. All electrical, plumbing and mechanical material installations shall comply with the building standard specifications. 2. Where no building standards exist for materials called out as "building standard" on the plans, the contractor shall so advise the Architect within ten (10) days of the contractor's receipt of the plans so that the Architect may make alternate selections. 3. Contractor shall verify all requirements of exact size and quantity of equipment furnished by the tenant, including requirements for mechanical and electrical services, and is responsible for all rough -in connections. Each subcontractor is responsible for any damage to adjacent work and shall repair said damage at their own expense. 4. Fire/emergency systems include, but are not limited to, sprinkler modifications, fire extinguisher placement, audible alarms, smoke and heat detectors, strobes, and exit sign placement. 5. Contractor shall provide professional engineering for mechanical, plumbing and electrical systems complying with WAC 51-50, ANSI A117.1, WAC 51-52, WAC 51-56, WAC 296-46B, and shall secure separate permits for these systems. 6. Work not included: contractor shall provide the following items described in the specifications and shown on the plans except for the items indicated "N.I.C." (not in contract), such as telephone and data cables, office furniture, equipment. 7. Contractor to provide all fire/emergency systems as required by all applicable codes. Fire/emergency systems include but not limited to sprinkler modifications, fire extinguishers, audible alarms, strobes, sprinklers, smoke and heat detectors, and exit signs. 8. Any material used in construction shall meet current flame code regulations. 9. All electrical, plumbing and mechanical material installations shall comply with the building shell standard specifications. 10. Every exit door shall be operable from the inside without the use of a key or any special knowledge of effort, and shall be equipped with panic hardware, where required and indicated. UTILITY SERVICES 1. Maintain continuity of service, and prevent damage due to the Work. Damages and loss occuring due to unscheduled service interruption resulting from the Work and failure of temporary service shall be the Contractor's responsibility. Service interruptions required for the Work shall be scheduled with the Owner not less than 14 days in advance of the interruption. 2. Locating and identifying existing utilities in areas of Work both inside and outside of the existing building is Contractor's responsibility regardless of whether they are indicated on the Contract Documents or not. COORDINATION 1. The Contractor shall use their best skill and attention to coordinate all aspects of the Project and plan the Work in advance of execution. The Owner is responsible to compensate the Contractor neither for costs nor lost time incurred due to Contractor's failure to meet the objectives required for Project Coordination. 2. The Contractor shall anticipate and thereby prevent circumstances that could necessessitate the need for alternation of work following execution. 3. The Contractor shall avoid the need for alteration of existing work not documented in the contract. 4. The Conctractor shall prevent conflicts between existing construction to remain and new Work. 5. The Contractor is responsible for knowing the general character of each item of new Work to be installed in areas where Work is performed, and understand the standard conditions and substrate characteristics for proper installation of the new Work. 6. Where new Work will include manufactured products, inspect manufacturer's instructions and recommendations for installation. Provide conditions complying with the manufacturer's recommendation. CUTTING AND PATCHING 1. This work includes but is not limited to modifications to existing assemblies necessary for proper performance of the Work. Cutting and patching shall adversely affect neither the physical nor aesthetic characteristics of assemblies and finishes affected by work as determined by the Architect. Completed patching work shall provide a uniform appearance free from evidence of the alterations. 2. Where cutting is required, use methods least likely to damage work to be retained and adjoining work. Make penetrations neatly, to sizes required, and minimize disturbance of Work to remain. Use tools designed for sawing or grinding, not hammering and chopping. Cut and drill exposed surfaces from finished side into the concealed surfaces. 3. Where core drilling of concrete structure is required, prevent damage to adjacent materials and finishes; limit vibration; control and contain dust and water generated by core drilling procedure, and collect the effluent for proper disposal. 4. Seams, where required, are to be durable without change of texture, plane and profile in finished Work. Restore and expose 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. 5. Where repair occurs in a smooth finished surface or may otherwise create a detectable patch, extend repair to natural break to eliminate appearance of patch. 6. Patch and repair floor, wall and ceiling surfaces to provide an even surface of uniform color and appearance. Where necessary to achieve uniform color and appearance, remove existing finish and coverings and replace with new materials. 7. At suspended acoustical ceilings, do not use damaged panels; repair and replace panels as directed and reinstall in suspended support system. Where suspension system is cut or damaged it shall be replaced with new components. Repaired ceilings shall provide an even planar surface of uniform appearance. 8. Transitions between new and existing work shall be durable, not visible under careful examination with no adverse effect on performance of the completed work. Patched work shall match existing adjacent work in texture and appearance so that the path or transition is invisible. FINAL CLEANING OF WORK AREA 1 Provide a uniform level of cleanliness throughout interior and exterior work areas, including exposed and concealed areas, characteristics of a new, well-maintained facility. Remove construction rubbish, debris, and dirt not removed by Contractor's ongoing cleaning and maintenance operations, in addition to final cleaning. Clean each surface or unit of work to the condition expected from a high quality commercial building cleaning and maintenance program. 2. Remove labels not required to remain. 3. Exposed exterior and interior finishes are to be free of dust, stains, films and unacceptable contaminants. Provide strippable service coating acceptable to the Owner on floors and traffic areas and polish where directed. 4. Remove conditions adversely affecting optical quality of transparent materials or finishes, and polish to a uniformly high level of clarity. 5. Clean mechanical and electrical equipment, fixtures and spaces including tops of pipes, ducts, equipment and enclosures free of dust and dirt. 6. Remove rubbish, litter and other foreign substances from exterior work areas. 7. Sweep paved areas to a broom clean condition. Remove stains, spills and other foreign deposits remaining from work processes. (E) King County International Airport Hangars King County Parcel #5422600124 q .. (E) King County International Airport Tarmac King County Parcel #2824049007 0 (E) Property Line, typ King County Parcel #3324049019 Area of Renovation, 2nd Floor - Approximate Limits of Work. See Plans, sheet A101. (E) footprint, Museum of Flight (E) parking lot, 389 parking spaces (E) fire hydrant, typ 0 ts. of SO, c'e• • Site Plan A 100 / 1" = 50'-0" (E) Boeing Military Flight Center King County Parcel #0003400021 ----- Denotes (E) egress route 0 Denotes (E) egress stairwell Denotes (E) exit Project North True North REVIEWED FOR CODE COMPLIANCE APPROVED MAY 092017 City of Tukwila BUILDING DIVISION SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM • a) E 0 LI' AI 2 a) 11 Ca 2 8440 410 0 CO ra al 4 Tr 44 \REGISTERED A CH CT AARON R. PLESKAC STATE OF WASHINGTON Building Permit Drawing Title SITE PLAN, GENERAL Drawing scales indicated apply to 30"x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date RECEIVED CITY OF TUKWILA APR 2 1 2017 PERMIT CENTER Drawn by EG Checked by NM Date 19 April 2017 Project No 216022 Consultant Project No Owner Project No Drawing No A100 4/18/2017 4:19:08 PM 03) O. F.O. I . ITEMS Chair Coffee Machine Digital Display First Aid Kit High -Top Chair High -Top Table Litter + Recycling Receptacle Lounge Furniture Microwave Refrigerator (REF) Speaker Table Toaster Oven Vending Machine O.F.0 I. ITEMS Dishwasher (DVV) VERTICAL FENESTRATION PERFORMANCE CRITERIA 1. Per 2015 Washington State Energy Code, Section 0402.4.1.3, the vertical fenestration shall have a maximum U -Value of 0.34 for metal framing (fixed) and 0.60 for metal framing (entrance doors). The maximum SHGC of the veritcal fenestration shall be 0.35. 2. New vertical fenestration area = approx. 192 s.f 3. Glazed assemblies to be NFRC rated. ALTERATIONS CRITERIA 1. Per 2015 Washington State Energy Code, Section C503.1, alterations need not comply with the energy code requirements for new construction provided the energy use of the building is not increased, including alterations where existing ceiling, wall, or floor cavities exposed during construction, provided that these cavities are insulated to full depth with insulation having a minimum nominal value or R-3.0 per inch installed per Section C402. 2. Where existing ceiling, wall or floor cavitites exposed during construction do not meet the criteria noted in (1) above, Contractor to provide code compliant insulation per Section C402. Repurpose (E) sprinkler heads. (E) location shown dashed, typ. Relocate heads to center of ACT panel, typ, V.I.F. Coordinate final locations w/ Architect prior to installation. Repurpose (E) light fixtures. (E) location shown dashed, typ. Relocate fixture to center of ACT panel, typ. V.I.F. fixture mounting requirements. Plenum, GWB w/ 1/8" plaster veneer, texture to match existing walls, P-1 typ New grilles & (E) fixtures (A) Demo (E) smoke detector. Replace w/ new smoke detector per Elec. 60"x32" Access panels per Mech / 14.5 Exit sign per Elec, typ. See interior elevations for mounting configurations Nom. 2' x 2' Typ 24'-0" new suspended ACT ceiling Center within dimension of sloped ceiling Demo 26'-0" (E) suspended ACT ceiling 2Reflected Ceiling Plan A101 1/4" = 1'-0" (E) face of soffit Align new face of soffit to face of wall below (E) sloped ceiling lid above, P-1. See note. FIXTURES AND ACCESSORIES Coat Hook (CH -1) Exit Sign (per Electrical) FEC Shading Device Sink Assembly (SINK -1) New transfer grille per Mech, typ (E) downspout and RWL in soffit (E) balcony light fixtures to remain, typ New gypsum ceiling w/ 1/8" plaster veneer, texture to match existing, P-1 typ 3 Bobrick Surface -Mounted Hat and Coat Hook B-6827, Satin -finish type -304 stainless steel 22 gauge flange and support arm, w/ concealed 16 -gauge mounting bracket secured to a concealed 16 -gauge wall plate w/ stainless steel setscrew. Hook 12 gauge type -304 stainless steel, welded to support arm. Isolite Series 880 Thin Line Self -Luminous Exit Sign, UL listed to UL 924 Standard, NFPA Life Safety Code 101, green face, standard brushed aluminum frame. Fire Extinguisher and Cabinet. UL -rated. Draper Inc. Motorized FlexShade, soffit - recessed, color / fabric to be selected by Architect. Elkay Lustertone Stainless Steel Sink, custom modified LRADQ332255,topmount, gooseneck faucet fixture w/ aerator. 43" x 22" Dual -Basin, right basin 6 1/2" ADA - compliant depth, left basin 9" depth, rear center drain w/ Perfect Drain, provide w/ tap for filtered water and instant hot water, for left basin provide bottom grid, dish spray hose, InSinkErator garbage disposer. 16 15 14.5 MATERIALS AND FINISHES ACT -1 CRP -1 (E) FL -1 GL -1 GL -2 GWB-1 GWB-2 PL -1 P-1 P-2 P-3 P-4 P-5 RB -1 Acoustic Ceiling Tile. Armstrong Ultima 1903 24"x24"x3/4" square lay -in, white, NRC 0.7 min, LR 0.9 min, Class A flame spread, humidity resistant. Countertop and backsplash. Pental quartz 3/4". Color and finish to be selected by Architect. Existing. Protect and maintain existing materials and finishes, repairing and refinishing where required. Resilient Flooring, Nora Systems Inc, 1/8", Color and finish to be selected by Architect. Glass / Glazing. 1" IGU comprised of (2) 1/4" lites w/ 1/2" airspace, interior lite clear, exterior lite PPG Solarban 70XL Solar Control Low -E Glass, SHGC 0.27, U -Value 0.26, Shading Coefficient 0.32, LSG 2.37. NFRC rated. Tempered, e_ -Lt t(-- Glass / Glazing. TBD, interior relite. 5 G( (t.55 - Type X moisture resistant drywall. Type X drywall (ASTM C 1396) Plastic laminate. Formica. Color and finish to be selected by Architect. Paint: White Paint, TBD, doors and door frames Paint, TBD, repair at copy room wall to match (E) Paint, TBD, repair at hallway wall to match (E) Paint, TBD, repair at office wall to match (E) Rubber base (E) shear wall to remain GENERAL NOTES Gridline lettering and numbering scheme is referential to original 1985 drawings for Museum of Flight, Phase Two, provided by Ibsen Nelsen & Associates, Architects. For purposes of this Project, gridlines define centerline of wall cavity U.O.N. 2. Verify all conditions in the field prior to fabrication and installation of the Work. 3. For interior partition wall types and framing details, see sheet A511. 4. All dimensions are to face of stud, face of concrete, centerline of door or window opening and grid line, unless noted otherwise. Dimensions on reflected ceiling plans are to face of finish, unless noted otherwise. 5. For door opening dimensions see Door and Frame Schedule, detail 4 on sheet A501. 6. Where partition types vary, adjust stud location as required to align with wall finishes. Refer to Mechanical for additional access panel requirements. Provide backing plates at all walls containing casework and wall hung furnishings and equipment. Refer to sheet A511 for details. Extend resilient flooring under casework and equipment, and terminate resilient flooring at walls with integral self cove base (SCB). Provide rubber base (RB) at kick spaces and exposed returns of all cabinets. 10. For legend sub -numbers, for example: ACP -1, P-1, see Specifications A" defines (E) structure below per 1985 drawings - see General Notes -+/- 6 1/4" (E) mech shaft (E) JANITOR 2.25 (E) wall to remain, typ. (E) PHOTOCOPY 2.23 Demolish (E) suspended ACT ceiling above. Salvage, refinish, and/or relocate all ceiling devices and fixtures. Where possible, salvage, repair and reuse (E) perimeter cove lighting. (E) hard lid to remain, patch and repair as req'd. See RCP for more information. (E) wall to remain, typ. Demo, patch and repair (E) wall finishes where installation of casework, plumbing, backing, doors, and electric occurs as req'd Demolish (E) carpet / (E) casework and equipment to remain Salvage existing door and frame, Client to retain Demolish wall where occurs new opening. Demo, patch and repair (E) wall finishes where installation of casework, plumbing, backing, doors, and electric occurs as req'd (E) rainwater leader to remain Relocate face of (E) soffit per RCP Demolish (E) ACT panels, tray, in - ceiling transfer grilles, equipment and housing above. Salvage, refinish, and/or relocate all ceiling devices and fixtures. See RCP (E) Storage Library 2.24 ..w Owner to remove and relocate (E) shelving, file cabinets, desks, chairs, storage items and library items (not shown) (E) panels to remain (E) opening to remain Existing Condition / Demolition Plan J +/- 4'-7 21/32" ci m w 0 E a> A� (E) brick pavers on balcony to remain (E) balcony railing to remain See 'Alterations Critera' notes, this sheet, for more information_ Project North Repurpose and relocate (E) light fixtures, typ. (E) location shown dashed, V.I.F. Extra fixture to be retained by Client. (E) soffit above to remain. Patch and repair as req'd where new transfer grilles occur (E) fascia to remain Soffit -recessed mechanized roll - down shading device, provide at each panel, size to match glazing, typ Note: Patch and repair (E) ceiling lid where req'd. Plaster finish and texture to match existing, P-1 typ. Where new gypsum board is installed at new wall, lid or mechanical plenum, provide 1/8" plaster finish w/ texture to match existing, P-1. See 'Alterations Critera' notes, this sheet, for more information. Project North 2 15 14.5 A10:y 1/4" = 1'-0" (E) concrete shear wall Litter+Recycling receptacle OFOI V(E) restroom, accessible via (E) 2nd floor hall (E) emergency egress door and egress stairwell, typ (E) mech shaft REF. OFO1 REF. FEC (E) JANITOR OFOI OFOI (E) walls and general conditions shown gray, typ (E) 2nd floor hall 3 i Floor Plan 1/4" = 1'-0" Furniture (OFOI) layout shown for reference only. Not all fumiture is shown. ADA and egress clearances are to be maintained. For list and description of Owner Fumisher Owner Installed accessories and fumiture, see "OFOI Items" this sheet (E) balcony w/ handrail, typ (E) wall and intemal RWL to remain New door w/ rim exit panic hardware New alum curtainwall system - see Elevations (E) PHOTOCOPY Breakroom . Litter+Recycling Receptacle OFOI 2.24.1 799 SF Lounge 2.24.2 230 SF (E) copier .\\ FL -1, typ 1'-6" (E) door L I E •anels I �� ,.. ii, ::�. ,. ;.: .... ,.:.: 0 N 0 1 (V tType A Transfer grille & upper cabinet below -s 1'-3" EQ Plenum, P-1 2'-6 �..Ype..�..__....... 2'-6" Type B 2'-6" i EQ 2'-6" Type B Type C 3'-0" Type D 5- i EQ 3,-0" Type D 2'-6" Type D 1 5/8" New suspended ACT ceiling Upper cabinet, typ Transfer grille per Mech, typ Note: patch and repair (E) wall where req'd. Plaster finish and texture to match existing, P-1 typ. Where new gypsum board is installed at new wall, lid or mechanical plenum, provide 1/8" plaster finish w/ texture to match existing, P-1. Coat hook CH -1 typ B 4/18/2017 4:31:43 PM 2'-6" Type G 8Breakroom North 2'-6" Type G jr 1'-3" 1'-3" Type J Type H Base cabinet, typ Countertop and backsplash, typ — (E) wall beyond, P-1 13'-3" 1'-3" 8" 1 5/8" RB -1, typ Outlet per Elec, typ 7'-0" A401 1 1/2" =1'-0 1 J � Sim 19 A501 1 (E) wall P-1 New curtainwall system New wall type F1, painted P-1 New doors and frame per Schedule Sim 19 A501 / 1 \ \ N \ , P-2 , \ / \ , , , f 1 LJ P-2 \ Face of new soffit Face of (E) soffit (E) door & frame to remain. Relocate switches and controls as req'd to accommodate new wall, V.I.F. See typical mounting heights, sheet G001. 5'-1" New suspended ACT ceiling, typ Min. extents of backing Outlet per Elec, typ Provide backing, recessed power and data for future digital display monitor (O.F.O.I.), match conditions at west elevation RB -1 (E) wall P-1 1'-10 3/4" 5/8'1 7'-0" 6 A401 Sim Breakroom South jr7" 1, 1'-6" MIN (E) 3'-0" 1'-3" 6'-9" 8'-0" (E) low voltage panel assembly beyond to remain, typ. Verify dimensions and clearances in field. Note: patch and repair (E) wall where req'd. Plaster finish and texture to match existing, P-1 typ. Where new gypsum board is installed at new wall, lid or mechanical plenum, provide 1/8" plaster finish w/ texture to match existing, P-1. 1/2" = 1'-0" GENERAL NOTES 1. Upper cabinet types are noted in Elevations. Reference the following for details and further information: Type A: Type B: Type C: Type D: Type E: 2 / A571 7 / A571 12/A571 17 / A571 22 / A571 2. Base cabinet types are noted in Elevations. Reference the following for details and further information: Type G: Type H: Type J: Type L: 1 / A571 6 / A571 11 / A571 16 / A571 3. For door and frame dimensions, see Door and Frame Schedule, detail 4 sheet A501. For vertical fenestration performance criteria, including U - value, SHGC, and NFRC. rating, see sheet A101. 2 A401 Existing devices at south wall 1" = 50'-0" (E) panel & conduit to remain Demo (E) device Relocate (E) device as req'd, V.I.F. (E) device to remain Approximate location of new wall abutting (E) wall, inside face of stud. V.I.F. Approximate location of new wall abutting (E) wall, outside face of finish, V.I.F. Relocate (E) switches and faceplate as req'd, V.I.F. Confirm relocations and demolitions of (E) wall -mounted receptacles and devices with Client and Architect prior to commencing Work. (17 501> Exit sign New suspended ACT ceiling (foreground) 20"x20" access panel per Mech Breakroom 3'-10" 4'-8" 4'-8" 14.5 l P-1 L 0 c GL -1 14.5 2'-4" Breakroom East co GL -1 GL -1 GL -1 GL -1 GL -1 Crash bar rim exit device 1/8" min. aluminum infill panel, prefin to match window mullions (E) RVVL beyond to remain P-1 New suspended ACT ceiling Min. extents of backing Exit sign New door and frame per schedule Provide recessed power/data and backing as req'd for digital display (0F01) Speaker, typ (0F01) provide power and backing as req'd Outlet per Elec, typ Switches per Elec Litter+ Recycling receptacle 8" 3,-9" • 2'-6" Type E (E) wall P-1, typ 2'-6" Type E 1'-5 5/8" West Elevation 1'-6" / Y, \ \ \ ]_ \II , ,\ . • '.1111,/ . \ , , , / / / / / / \ \ \ \ \ \ \ ;: / / / / / / \ \ \ \ \ \ \ / , ,)< . . \\1111,' . . , , . . , . . -,IIII11- . . . >< . . , . . . . . '-1111. . . . >< . . . . . . . �,111H . \ . >< - . . . . . .,IIIA.- . . . > .. . , . . .111,' . , , (E) wall P-1 6p 1 all \ / \ / , .. .... _ _ .. 1 1 Refrigerator I Refrigerator Vending Vending OFOI OFOI machine machine Provide Provide OFOI OFOI power, water power, water Provide ; Provide connection connection power power for icemaker for icemaker co _ \ ` \ \ i i / / \\ \ `11 , / 11/ / \ \ \ \II , II,' Open shelf for microwave, provide power. Microwave OFOI. —,_ (E) wall P-1 • y Countertop microwave OFOI 3'-9 3/4" 3'-9 3/4" 2'-4 1/2" l 1/8 Type G Type G Type G Type L / -\ \0 El El 1E1 l'-0" — n 6 ,� End panel ; 3 -0 �� 3 -0 �� i 3 -6 �� o 0 0 0 0 0 0 �\ \ \ \ Litter and 0 recycling receptacle FEC v . \ o \ – — ! – r. — – — I – .. —- \/o . . \/ , . N , \ , \ / — 1 d B 4/18/2017 4:31:43 PM 2'-6" Type G 8Breakroom North 2'-6" Type G jr 1'-3" 1'-3" Type J Type H Base cabinet, typ Countertop and backsplash, typ — (E) wall beyond, P-1 13'-3" 1'-3" 8" 1 5/8" RB -1, typ Outlet per Elec, typ 7'-0" A401 1 1/2" =1'-0 1 J � Sim 19 A501 1 (E) wall P-1 New curtainwall system New wall type F1, painted P-1 New doors and frame per Schedule Sim 19 A501 / 1 \ \ N \ , P-2 , \ / \ , , , f 1 LJ P-2 \ Face of new soffit Face of (E) soffit (E) door & frame to remain. Relocate switches and controls as req'd to accommodate new wall, V.I.F. See typical mounting heights, sheet G001. 5'-1" New suspended ACT ceiling, typ Min. extents of backing Outlet per Elec, typ Provide backing, recessed power and data for future digital display monitor (O.F.O.I.), match conditions at west elevation RB -1 (E) wall P-1 1'-10 3/4" 5/8'1 7'-0" 6 A401 Sim Breakroom South jr7" 1, 1'-6" MIN (E) 3'-0" 1'-3" 6'-9" 8'-0" (E) low voltage panel assembly beyond to remain, typ. Verify dimensions and clearances in field. Note: patch and repair (E) wall where req'd. Plaster finish and texture to match existing, P-1 typ. Where new gypsum board is installed at new wall, lid or mechanical plenum, provide 1/8" plaster finish w/ texture to match existing, P-1. 1/2" = 1'-0" GENERAL NOTES 1. Upper cabinet types are noted in Elevations. Reference the following for details and further information: Type A: Type B: Type C: Type D: Type E: 2 / A571 7 / A571 12/A571 17 / A571 22 / A571 2. Base cabinet types are noted in Elevations. Reference the following for details and further information: Type G: Type H: Type J: Type L: 1 / A571 6 / A571 11 / A571 16 / A571 3. For door and frame dimensions, see Door and Frame Schedule, detail 4 sheet A501. For vertical fenestration performance criteria, including U - value, SHGC, and NFRC. rating, see sheet A101. 2 A401 Existing devices at south wall 1" = 50'-0" (E) panel & conduit to remain Demo (E) device Relocate (E) device as req'd, V.I.F. (E) device to remain Approximate location of new wall abutting (E) wall, inside face of stud. V.I.F. Approximate location of new wall abutting (E) wall, outside face of finish, V.I.F. Relocate (E) switches and faceplate as req'd, V.I.F. Confirm relocations and demolitions of (E) wall -mounted receptacles and devices with Client and Architect prior to commencing Work. (17 501> Exit sign New suspended ACT ceiling (foreground) 20"x20" access panel per Mech Breakroom 3'-10" 4'-8" 4'-8" 14.5 l P-1 L 0 c GL -1 14.5 2'-4" Breakroom East co GL -1 GL -1 GL -1 GL -1 GL -1 Crash bar rim exit device 1/8" min. aluminum infill panel, prefin to match window mullions (E) RVVL beyond to remain P-1 New suspended ACT ceiling Min. extents of backing Exit sign New door and frame per schedule Provide recessed power/data and backing as req'd for digital display (0F01) Speaker, typ (0F01) provide power and backing as req'd Outlet per Elec, typ Switches per Elec Litter+ Recycling receptacle 8" 3,-9" • 2'-6" Type E (E) wall P-1, typ 2'-6" Type E 1'-5 5/8" West Elevation 1'-6" Type J see 18/A571 Type H Face of soffit Transfer grille per Mech, typ New alum storefront system to match adjacent office/library glazing and storefront system. For dimensions, see exterior elevation this sheet. New type F1 wall Glazing beyond - see Exterior Elevation Sill (E) wall RB -1, typ Outlet per Elec, typ Align o.c. to mullion abv 17) A501 Upper cabinet, typ Task light per Elec Countertop w/ backsplash, typ kr Outlet & disposal switch, typ RB -1, typ 14.5 Breakroom SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM M 5 8440 co az AARON R. PLESKAC STATE OF WASHINGTON 4'-8" 4'-8" 4'-8" 4'-8" New storefront t GL -1 GL -1 Exterior Elevation GL -1 GL -1 GL -1 GL -1 New alum curtainwall system to match adjacent office/library glazing and storefront system. (E) RWL beyond, verify location in field prior to fabrication of window assembly. Alum infill panel to match adjacent window framing (E) tile to remain, typ. Patch and repair as req'd. Jr 3'-0" CLR New door REVIEWED FOR CODE COMPLIANCE APPROVED 0 I 0 MAY 0 9 2017 City of Tukwila BUILDING DIVISION Building Permit Drawing Title ELEVATIONS Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date RECEIVED CITY OF TUKVVILA APR 2 1 2017 PERMIT CENTER Drawn by EG Checked by NM Date 19 April 2017 Project No 216022 Consultant Project No Owner Project No Drawing No A401 • Type G Type G Type G Type G Type L Type J see 18/A571 Type H Face of soffit Transfer grille per Mech, typ New alum storefront system to match adjacent office/library glazing and storefront system. For dimensions, see exterior elevation this sheet. New type F1 wall Glazing beyond - see Exterior Elevation Sill (E) wall RB -1, typ Outlet per Elec, typ Align o.c. to mullion abv 17) A501 Upper cabinet, typ Task light per Elec Countertop w/ backsplash, typ kr Outlet & disposal switch, typ RB -1, typ 14.5 Breakroom SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM M 5 8440 co az AARON R. PLESKAC STATE OF WASHINGTON 4'-8" 4'-8" 4'-8" 4'-8" New storefront t GL -1 GL -1 Exterior Elevation GL -1 GL -1 GL -1 GL -1 New alum curtainwall system to match adjacent office/library glazing and storefront system. (E) RWL beyond, verify location in field prior to fabrication of window assembly. Alum infill panel to match adjacent window framing (E) tile to remain, typ. Patch and repair as req'd. Jr 3'-0" CLR New door REVIEWED FOR CODE COMPLIANCE APPROVED 0 I 0 MAY 0 9 2017 City of Tukwila BUILDING DIVISION Building Permit Drawing Title ELEVATIONS Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date RECEIVED CITY OF TUKVVILA APR 2 1 2017 PERMIT CENTER Drawn by EG Checked by NM Date 19 April 2017 Project No 216022 Consultant Project No Owner Project No Drawing No A401 (E) sht mtl gutter and steel L5x5 support (E) fascia assembly 4/18/2017 4:19:10 PM (E) suspended soffit assembly, patch and repair as req'd -- r (E) steel beam w/ fireproofing Curtainwall Head and Soffit 1 1/2" = 1'-0" r See 'Alterations Critera' notes, sheet A101, for more information. Curtainwall 4 (E) standing seem metal roof assembly typ (E) steel deck typ (E) batt insulation typ (E) open web steel joist w/ fireproofing typ 01,0 411 411111 -44) *74-14 (E) 4" dia. drain pipe, see Plan, V.I.F. Ducting & transfer grille per Mechanical. Dimension o.c. per RCP 2 3/4" x 5 1/2" alum curtainwall mullion New curtainwall assembly Flashing - finish and dim to match (E) at adjacent office exterior, V.I.F. 4" mtl stud vertical mullion reinforcement, extend and brace to (E) joist Curtainwall VIF Mechanized roll -down shade assembly, provide backing as req'd PT wood blocking Rod & sealant, typ Shim as req'd GL -1 (E) wall. Patch and repair as required. Provide 6" mtl stud vertical reinforcement aligned o.c. to vertical mullion abv. where occurs (E) brick pavers Window Sill A501 1 1/2" = 1'-0" 3'-0" Shim as req'd Rod and sealant, typ SAM, wrap under sill to air barrier Solid surface sill RB -1 0 U 4- w +/- 6 1/4" jr (E) Wall FINISH FLOOR 0 U 0. E 0 Face of new soffit Ducting and transfer griller per Mech - see Elevations GWB framing system as req'd - see detail 23/A511 +8'-0" A.F.F. (E) structural deck (E) steel beam w/ fireproofing (E) insulation (E) rainwater leader where occurs See 'Alterations Critera' notes, sheet A101, for more information. 6" 2'-0" 6" 17 A511 / 1 1/2" tyP. GL -2 Rim exit panic hardware WD door, P-2 HM frame, P-2 (-12� \A511 yfr DOOR 224A �{ayesL4d Door and Frame Schedule 17 A511 7'-0" 0 V-0" v / DOOR 224B / / 1'-0" 1 1/2" �tYP i Louver, typ WD door, typ HM frame, P-2 Provide 1/2" undercut 1/2" = 1'-0" GWB soffit w/ 1/8" plaster veneer to match existing, P-1, typ 2'-0" C I I 4‘I 1 1 1 1 1 111111111111111111 7L-/ 1 — -_ . — — \� // \ �\ / / / / z/ _ \ 1 \\ _ liNi 11 1 11 111 1111111111 Face of (E) wall, typ 17 Plenum 1 5/8" galv mtl framing, typ 1" acoustic duct liner Duct per Mechanical 360 square inches 2 1/2" galv mtl framing, typ +8'-0'1Aki A.F.F. Upper cabinet 1/2" GWB w/ plaster veneer, P-1, typ Face of upper cabinet where occurs A501 1 1/2" = 1'-0" 0 Dim pt per Plan jfr- 12 A511 -_ 7/8" i7 Panels West Jamb HM door and frame per schedule Type F1.4 interior wall, typ 14.5 (E) wall Interior sill below End Curtainwall Mullion A5011 1 1/2" = 1'-0" (E) wall, exterior finish, and egress door jamb Shim as req'd Rod & sealant, typ 23/4"x51/2" alum mullion, typ Face of wall below shown dashed Sill flashing below GL -1, typ C16 Curtainwall at (E) Rainwater Leader A501 1 1/2" = 1'-0" Interior sill below Dim pt — per Elev C1)TYP 50Curtainwall Mullion 50 1 1/2" = 1'-0" Dim pt per Plan Sill flashing below GL -1 2 3/4" x 5 1/2" alum mullion, typ (E) RWL to remain, V.I.F. Alum plate to match curtainwall system, typ Opening per schedule Sill flashing below Face of wall below shown dashed 2 3/4" x 5 1/2" alum mullion, typ GL -1, typ 501 1 1/2" = 1'-0" 6 Southeast Corner HM door and frame per schedule, typ Type F1.4 interior wall, typ (E) wall Curtainwall jamb: for common call - outs, see 21/A501 14.5 A501 1 1/2" = 1'-0" 4_ Dim Pt per Plan 0 T Left Basin 9" depth 1'-9" Right Basin 6 1/2" depth 1V-4" Face of (E) wall Backsplash SINK -1 per Plumbing Provide additional filtered water tap, instant hot water tap, dish spray hose Gooseneck faucet fixture Topmount perimeter fCountertop REVIEWED FOR ODE COMPLIANCE APPROVED MAY 0 9 2011 City of Tukwila ON SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM 0 y fte is C 0 13) 2 y 0 co d' 0! co. Building Permit Drawing Title DETAILS Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are fess than this size. Revisions Number Description Date RECEIVED CITY OF TUKWILA APR 21 2017 PERMIT CENTER Drawn by EG Checked by NM Date 19 April 2017 Project No 216022 Consultant Project No Owner Project No Drawing No A501 D GWB Ceiling suspension system Suspended GWB ceiling Wall angle Sealant Metal trim GWB SECTION - GWB CEILING EDGE 3" = 1'-0" MIN 1" Clear filled with loose fiber batt Acoustical sealant, full depth in 1/4" to 1/2" joint Cap open unused knockouts Putty pad (HILTI CP 617) covering bock of box ACOUSTIC - RECESSED BOX IN GWB, TYPICAL (2( 51 1y 1 1/2" = 1'-0" 4/18/2017 4:19:11 PM TO CONCRETE FILLED METAL DECK 24 A511 See RCP See RCP Acoustic panel ceiling GWB Framing system GWB Metal corner bead 1X� SECTION - CEILING TRANSITION - ACP TO GWB 3" = 1'-0" Provide header, track and studs above duct at fire rated and acoustic walls Structural deck Continuous deflection head track Sill opening, see A5/A551 Ceiling Double channel stud at jamb, see jamb framing on sheet A551 Track 19 WaII Framing at Duct Openings. A511 1/4" = 1'-0" D Smoke and sound spray grade or equal Qc? PARALLEL TO FLUTES Acoustic insulation MTL Strap per wall attachment detail Partition as scheduled 10 ACOUSTIC - HEAD OF WALL, TYPICAL A511 3" =11-0" Smoke and D • a • sound spray grade or equal Deck flute Acoustical insulation PERPENDICULAR TO FLUTES TO CONCRETE D . a• Acoustical sealant AS OCCURS EQ EQ / PLAN With reinforcing , stud may be reduced to no less than 3/4" 4 Reinforcing for Over -cut Studs A511 3" = 1'-0" 2 EQ EQ �—o PLAN Angle 3/4" x 3/4" x 12" gauge to match stud (6) #8 screws @ 2" oc Reinforcing is required at any stud where penetration diameter exceeds 1/2 the stud width 12 GA Hanger wire GWB Grid system GWB Angle Clip, Angle as req'd Brace, scrap angle molding GVVB Grid system Channel molding GWB Grid system 0 0 0 01 0 0 Angle molding GWB 90 Degree GWB Angle Clip Angle molding Corner Bead FACE OF WALL SEE CEILING PLAN SEE CEILING PLAN 23 Ceiling Transition - GWB to GWB A511 3" = 1'-0" SEE PARTITION TYPE 25 A511 12 GA Hanger wire TYP @ 4'-O" OC each direction Vertical compression strut (electrical conduit, EMT) held tight to structure2 Gap above. Slot to fit over T -bar. 12 GA}e een end vertical hangar wire within conduit,?f T -bar and secured to main runner. wall angle 1/2" DIA EMT: 5'-10" MAX length 3/4" DIA EMT: 7'-8" MAX length 1" DIA EMT: 9'-9" MAX length 45° MAX 4 -way, 12 GA Diagonal brace ceiling and parallel `� — wires at 45 t Cross tee @ 2'-0" OC 4t degrees MAX to the plane of the 45° MAX ��� 45° MAX to the intersecting'-" T -BAR UNATTACHED TO WALL ANGLE components at ` Main runner @ 40OC (Attach opposite wall) 7/8" 8" MAX Sliding - Y Wall angle T -bar the brace location Metal studs Metal track (See Note) #8 Pancake head self -drilling screw @ 24" OC, TYP Metal stud & track nested (See Note) (22 511 NOTE: 33 MIL At doors and relites up to 3'-6". 43 MIL At doors and relites 3'-8" wide to 4'-0" wide. 54 MIL At doors and relites 4'-2" wide to 8'-0" wide. (18� Section - Header Framing ik..51 3" = 1'-0" SEE PARTITION TYPE Metal studs Metal track (See Note) NOTE: 43 MIL At doors and relites 3'-0". 54 MIL At doors and relites 3'-2" wide to 3'-6" wide. 13 Section - Header Framing A511 3" =1-0 SEE PARTITION TYPE 9 A511 Metal track CONT to underside of structure above (See Note) #8 Pancake head self -drilling screw @ 24" OC, TYP Metal stud CONT to underside of structure above (See Note) NOTE: 33 MIL At doors and relites up to 3'-6" wide or less. 43 MIL At doors and relites 3'-8" wide and larger. Plan - Jamb Framing 3" =11-0" 0 FLOOR 1 2" MAX TYP Diagram - Seismic Bracing 1/4" = 1'-0" Continuous sheet metal backing plate for upper cabinets, shelving, and fume hoods Metal stud and gypsum board wall, see partition types and floor plans Continuous sheet metal backing plate for base cabinets, wall guards, and floor to ceiling shelving NOTE: See remarks column of room finish schedule for locations where this detail applies. Backing plates are continuous for full length of wall in which they occur in lab rooms, TYP 73\ Backing Plates �51 ,y 3/4" = 1'-0" w0 Z wa- 0 00 U) N Zo SEE PARTITION TYPE 2" Swam VARIES 2" �17Section - Door Head r 8 Header, see header framing detail this sheet HM Frame Vertical hanger wire Ceiling panel Clip fastened to T -bar T -BAR ATTACHED TO WALL ANGLE (Provide 1/2" clearance and unattached condition at opposite wall) For Ceilings in IBC Categories D,E,F and over 144 SF Diagram - Wall Conditions, Tegular Edge 3" ='1'-0" 4'-0" 4'-0" 4'-0" 4'-0" Door, see plan for handing A 511 / 3" = 1'-0" FOF d- SEE PARTITION TYPE 0 W(� Z =a 0) 2" VARIES 2" Plan - Door Jamb 3 =1-0 GWB WALLS 1/2" GWB Penetration at frame at rated partitions per NFPA 80 1/2" Backbend return HM Frame Return, see Abutting wall, where indicated Jamb, see jamb framing detail this sheet Frame clips HM Frame Door, see plan for handing PLASTER WALLS / MASONRY WALLS Plan - Door, HM Frame Return A 511 / 6" = 1'-0" 4'-0" TO FIRST BRACING Wall line 0 First bracing point from wall 4 Way, 45 Degree diagonal 12 GA wire bracing & compression strut @ 12'-0" OC both ways at ceilings in IBC Categories D,E, F and over 144 SF 12 GA Vertical hanger wires @ 4'-0" OC each way Main 'T' bar 12 GA Vertical hanger wires @ perimeter of NOTE: ceilings in IBC Categories D,E,F and over 144SF The above diagram shows the maximum spacing of support and bracing elements. Coordinate with mechanical and electrical above ceiling elements while maintaining maximum spacing shown. X 0 N '16Plan Diagram - Acoustic Panel \51 j 1/4" =1'-0" Line of masonry wall where occurs Line of plaster wall where occurs HM Frame 2Backing Plate A511 3" = 1'-0" 6" x 43 MIL Continuous sheet metal backing plate (minimum span 3 studs) (2) #8 Pancake head self -drilling screw @ each stud, stagger @ double studs a 2 N 6 A511 0 wo Z LU 1110- 0 00) EE PARTITION TYP Jamb, see jamb framing detail this sheet Frame clips HM Frame 1 Plan - Jamb at Cased Opening (Head Sim) 3" =11-07 110 511 (E) office side (Project South) (E) finish at south side of wall to remain Acoustic insulation GWB To structure above where exposed to view (E) stud cavity to remain Ceiling zo Breakroom side (Project North) 5/8" GWB w/ 1/8" plaster veneer, texture to match existing, P-1 Hold GWB off floor 1/4", seal airtight W/ sealant Acoustic Partition \A511 1 1/2" = 1'-0" 010 GWB To structure above where exposed to view 4" metal studs Ceiling 5/8" GWB w/ 1/8" plaster veneer, texture to match existing, P-1 Hold GWB off floor 1/, REVIEWED FOR seal airtight W/ seals trnDE COMPLIANCE APPROVED MAY 092017 Partition Type F1..4 1 1/2" =11-0" 5 r• of Tukwila BUILDING DIVISION SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM 8440 0 t� iQ 0 C co asp Li CO cn - tu (11 o • CD a) y REGISTERED ARCHITE AARON R. PLESKAC STATE OF WASHINGTON Building Permit Drawing Title DETAILS Drawing scales indicated apply to 30" x 42". drawing sheets. Scale may not be accurate if drawing plots are Tess than this size. Revisions Number Description Date RECEIVED CITY OF TUKWILA APR 21 2017 PERMIT.CENTER Drawn by EG Checked by NM Date 19 April 2017 Project No 216022 Consultant Project No Owner Project No Drawing No A511 ------------ + • / + EQ / PLAN With reinforcing , stud may be reduced to no less than 3/4" 4 Reinforcing for Over -cut Studs A511 3" = 1'-0" 2 EQ EQ �—o PLAN Angle 3/4" x 3/4" x 12" gauge to match stud (6) #8 screws @ 2" oc Reinforcing is required at any stud where penetration diameter exceeds 1/2 the stud width 12 GA Hanger wire GWB Grid system GWB Angle Clip, Angle as req'd Brace, scrap angle molding GVVB Grid system Channel molding GWB Grid system 0 0 0 01 0 0 Angle molding GWB 90 Degree GWB Angle Clip Angle molding Corner Bead FACE OF WALL SEE CEILING PLAN SEE CEILING PLAN 23 Ceiling Transition - GWB to GWB A511 3" = 1'-0" SEE PARTITION TYPE 25 A511 12 GA Hanger wire TYP @ 4'-O" OC each direction Vertical compression strut (electrical conduit, EMT) held tight to structure2 Gap above. Slot to fit over T -bar. 12 GA}e een end vertical hangar wire within conduit,?f T -bar and secured to main runner. wall angle 1/2" DIA EMT: 5'-10" MAX length 3/4" DIA EMT: 7'-8" MAX length 1" DIA EMT: 9'-9" MAX length 45° MAX 4 -way, 12 GA Diagonal brace ceiling and parallel `� — wires at 45 t Cross tee @ 2'-0" OC 4t degrees MAX to the plane of the 45° MAX ��� 45° MAX to the intersecting'-" T -BAR UNATTACHED TO WALL ANGLE components at ` Main runner @ 40OC (Attach opposite wall) 7/8" 8" MAX Sliding - Y Wall angle T -bar the brace location Metal studs Metal track (See Note) #8 Pancake head self -drilling screw @ 24" OC, TYP Metal stud & track nested (See Note) (22 511 NOTE: 33 MIL At doors and relites up to 3'-6". 43 MIL At doors and relites 3'-8" wide to 4'-0" wide. 54 MIL At doors and relites 4'-2" wide to 8'-0" wide. (18� Section - Header Framing ik..51 3" = 1'-0" SEE PARTITION TYPE Metal studs Metal track (See Note) NOTE: 43 MIL At doors and relites 3'-0". 54 MIL At doors and relites 3'-2" wide to 3'-6" wide. 13 Section - Header Framing A511 3" =1-0 SEE PARTITION TYPE 9 A511 Metal track CONT to underside of structure above (See Note) #8 Pancake head self -drilling screw @ 24" OC, TYP Metal stud CONT to underside of structure above (See Note) NOTE: 33 MIL At doors and relites up to 3'-6" wide or less. 43 MIL At doors and relites 3'-8" wide and larger. Plan - Jamb Framing 3" =11-0" 0 FLOOR 1 2" MAX TYP Diagram - Seismic Bracing 1/4" = 1'-0" Continuous sheet metal backing plate for upper cabinets, shelving, and fume hoods Metal stud and gypsum board wall, see partition types and floor plans Continuous sheet metal backing plate for base cabinets, wall guards, and floor to ceiling shelving NOTE: See remarks column of room finish schedule for locations where this detail applies. Backing plates are continuous for full length of wall in which they occur in lab rooms, TYP 73\ Backing Plates �51 ,y 3/4" = 1'-0" w0 Z wa- 0 00 U) N Zo SEE PARTITION TYPE 2" Swam VARIES 2" �17Section - Door Head r 8 Header, see header framing detail this sheet HM Frame Vertical hanger wire Ceiling panel Clip fastened to T -bar T -BAR ATTACHED TO WALL ANGLE (Provide 1/2" clearance and unattached condition at opposite wall) For Ceilings in IBC Categories D,E,F and over 144 SF Diagram - Wall Conditions, Tegular Edge 3" ='1'-0" 4'-0" 4'-0" 4'-0" 4'-0" Door, see plan for handing A 511 / 3" = 1'-0" FOF d- SEE PARTITION TYPE 0 W(� Z =a 0) 2" VARIES 2" Plan - Door Jamb 3 =1-0 GWB WALLS 1/2" GWB Penetration at frame at rated partitions per NFPA 80 1/2" Backbend return HM Frame Return, see Abutting wall, where indicated Jamb, see jamb framing detail this sheet Frame clips HM Frame Door, see plan for handing PLASTER WALLS / MASONRY WALLS Plan - Door, HM Frame Return A 511 / 6" = 1'-0" 4'-0" TO FIRST BRACING Wall line 0 First bracing point from wall 4 Way, 45 Degree diagonal 12 GA wire bracing & compression strut @ 12'-0" OC both ways at ceilings in IBC Categories D,E, F and over 144 SF 12 GA Vertical hanger wires @ 4'-0" OC each way Main 'T' bar 12 GA Vertical hanger wires @ perimeter of NOTE: ceilings in IBC Categories D,E,F and over 144SF The above diagram shows the maximum spacing of support and bracing elements. Coordinate with mechanical and electrical above ceiling elements while maintaining maximum spacing shown. X 0 N '16Plan Diagram - Acoustic Panel \51 j 1/4" =1'-0" Line of masonry wall where occurs Line of plaster wall where occurs HM Frame 2Backing Plate A511 3" = 1'-0" 6" x 43 MIL Continuous sheet metal backing plate (minimum span 3 studs) (2) #8 Pancake head self -drilling screw @ each stud, stagger @ double studs a 2 N 6 A511 0 wo Z LU 1110- 0 00) EE PARTITION TYP Jamb, see jamb framing detail this sheet Frame clips HM Frame 1 Plan - Jamb at Cased Opening (Head Sim) 3" =11-07 110 511 (E) office side (Project South) (E) finish at south side of wall to remain Acoustic insulation GWB To structure above where exposed to view (E) stud cavity to remain Ceiling zo Breakroom side (Project North) 5/8" GWB w/ 1/8" plaster veneer, texture to match existing, P-1 Hold GWB off floor 1/4", seal airtight W/ sealant Acoustic Partition \A511 1 1/2" = 1'-0" 010 GWB To structure above where exposed to view 4" metal studs Ceiling 5/8" GWB w/ 1/8" plaster veneer, texture to match existing, P-1 Hold GWB off floor 1/, REVIEWED FOR seal airtight W/ seals trnDE COMPLIANCE APPROVED MAY 092017 Partition Type F1..4 1 1/2" =11-0" 5 r• of Tukwila BUILDING DIVISION SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM 8440 0 t� iQ 0 C co asp Li CO cn - tu (11 o • CD a) y REGISTERED ARCHITE AARON R. PLESKAC STATE OF WASHINGTON Building Permit Drawing Title DETAILS Drawing scales indicated apply to 30" x 42". drawing sheets. Scale may not be accurate if drawing plots are Tess than this size. Revisions Number Description Date RECEIVED CITY OF TUKWILA APR 21 2017 PERMIT.CENTER Drawn by EG Checked by NM Date 19 April 2017 Project No 216022 Consultant Project No Owner Project No Drawing No A511 4/18/2017 4:19:12 PM Sim 9 A571 w c { 2'-1" A571 15 A571 �r r -- I I r— I I � `- 0 5� 57V/i 0 CV CRP -1 countertop and backsplash Steel angle cantilever bracket SINK -1 per Plumbing Insulated drain and hot water supply, see Plumbing Miter and CONT weld Minimum clearance FLOOR 6" MAX '20 Cantilver Counter at Sink A571 / 1" = 1'-0" (3) Bolted connections to stud (15 � CantileverCounter Nosing 571 6" = 1'-0" Plywood CRP -1 countertop PL -1 fascia panel Scribe to wall where top is potentially visible CONT Backing plate CONT 1 x 3 Wood cleat L2 x 2 x 1/4" STL Cantilever bracket, fasten counter to bracket w/ (4) roundhead. WD screws at 6" OC, see Interior Elevations for locations LitifientENEEN o Counter Support Bracket ,.01!.7i! 6". = 1'-0" MTL Stud see partition type Steel bar 2 x 1/4" backing, 2'-8" long 2 x 2 x 1/4" Steel angle bracket, fasten thru MTL stud and backing plate W/ 3/8" DIA machine bolt W/ washer and nut where shown • CRP -1 countertop Plywood Shim 1 x 3 FRT Ledger at wall beyond STL Angle bracket in wall beyond PLAN -CANTILEVER ANGLE SUPPORT BRACKET GWB 1 x 3 FRT blocking above - Cantilever angle bracket above 1 x 3 FRT ledger above \57i 6" = 1'-0" 1 19 A571 Upper Cabinet Attachment 6" =11-0" CONT 1 X 3 Wood cleat CONT Backing - plate Top of upper cabinet NO 12 Flathead WD screw with countersunk finishing grommets at 1'-0" OC MAX, equally spaced (2) NO 10 Flathead sheet metal screw at 1'-4" OC Cabinet back Metal stud and GWB partition, see partition types 14 Upper Cabinet Attachment \571.,i 6" = 1'-0" CONT Backing plate CONT 1 x 4 wood cleat 9 A571 (2) NO 10 Flathead sheet metal screw at 1'-4" OC NO 12 Flathead WD screw with countersunk finishing grommets at 1'-0" OC MAX, equally spaced Bottom of upper cabinet Scribe to wall where top is potentially visible Scribe to wall 4" High (UNO) CRP -1 backsplash CRP -1 countertop, scribe to wall at ends W/0 backsplash Plywood NO 12 Flathead WD screw with countersunk finishing grommets at 1'-0" OC MAX, equally spaced Cabinet back (2) NO 10 Flathead sheet metal screw at 1'-4" OC Base Cabinet Attachment / Backsplash 6" = 1'-0" CONT 1 x 4 Wood cleat CONT Backing plate FLOOR 7 4Base Cabinet Attachment (2) NO 10 Flathead sheet metal screw at 1'-4" OC NO 12 Flathead WD screw W/ countersunk finishing grommets at 1'-0" OC MAX, equally spaced Cabinet bottom CONT 2x Wood blocking at cabinet base Metal stud and GWB wall, see partition types 571 6" = 1'-0" 2 Continuous 1x 3 wood blocking Cabinet top or side 23Reveal Face of plenum where occurs at Type D upper cabinets Scribe finish same as cabinet door SEE CEILING PLAN GWB soffit, ceiling or wall PL -1 cabinet door, see Interior Elevations A571 / 6" =11-0" Bottom of upper cabinet Task light where occurs, see Electrical �3 Upper Cabinet Nosing \571_,2 6" = 1'-0" PL -1 cabinet door with edge banding End panel at exposed ends CX(( (((((((((K( (((((( • 1" ' 8Base Cabinet Nosing A571 11 = 1'-0Il Bottom of cabinet Plywood CRP -1 countertop — PL -1 cabinet door w/ edge banding FLOOR 3 Base at Base Cabinet PL -1 cabinet door with edge banding CONT 2x Wood blocking, set in sealant at floor, TYP all casework Rubber base A571 / 6" 1'-0" 3 1'-1" 14 A571 0 fV (22� Upper Cabinet Type E A571y 1" = 1'-0" 119 \571/ 1 2'-0" 8'-0" A.F.F. PL Casework Adjustable shelf Task light where occurs, see Electrical End panel at exposed ends Face of wall, typ - 1 /23 A571 (1t\ Upper Cabinet Type D 571 1" = 1'-0" Face of plenum PL -1 casework Adjustable shelf Refrigerator / vending machine OFOI where occurs Face of wall, P-1 - 23 \ A571 i - Face of plenum, P-1 8'-0" A.F.F. 1 Microwave OFOI Sim 3 \57/J 11-3- " 12 Upper Cabinet Type C A571 / 1" =11-0" 14 A571 1 11411 PL -1 casework Adjustable shelf Task light where occurs, see Electrical End panel at exposed ends Face of wall, P-1 23 A571 Face of plenum, P-1 8'-0" A.F.F. J ( M 13 I o I® N� A571 (7 Upper Cabinet Type B \571 PL -1 casework Adjustable shelf, typ End panel at exposed ends Task light where occurs, see Electrical Face of wall, P-1 Upper Cabinet Type A A571 / 1" =1'-0" Face of plenum 8'-0" A.F.F. PL -1 casework Adjustable shelf Task light where occurs, see Electrical End panel at exposed ends Face of wall, P-1 4 GENERAL NOTES 1. For Interior Elevations see sheet A401. 2. For backing plate details see sheet A511. O N 2'-0" UNO 16 Base Cabinet Type L A 571 / 1" =11-0" • 3 A571 Face of wall, P-1 CRP -1 counter and backsplash Drawer, typ PL -1 base cabinet Rubber base 0 N DISHWASHER OFOI FLOOR 2'-0" UNO 11� Base Cabinet Type J A57y 1" = 1-0 kr 0 Sim A571 4 A571y I Face of wall, P-1 CRP -1 counter and backsplash Floor finish continuous to wall Rubber base 2'-0" UNO 1 3 \571 Sim FLOOR Face of wall, P-1 CRP -1 counter and backsplash Adjustable shelf PL -1 base cabinet Rubber base 6 Base Cabinet Type H A571 1" = 1'-0" b17 otoc ..110.100 kr Sim \571 1 4 '\ 1 A571 L 2'-0" UNO 1L 3 Sim Base Cabinet Type G \57� 1" = 1'-0" \57_ FLOOR Face of wall, P-1 CRP -1 counter and backsplash Drawer Adjustable shelf PL -1 base cabinet CODE COMPLIANCE REVIEWED FOR APPROVED R bber� e D 9 2017 5 City of Tukwila BUILDING DIVISION SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 973 1700 SRGPARTNERSHIP.COM 8440 0 co Tu o 03E • 0. W Nt • 41)H REGISTERED AARON R. PLESKAC STATE OF WASHINGTON Building Permit Drawing Title DETAILS Drawing scales indicated apply to 30" x 42" drawing sheets. Scale may not be accurate if drawing plots are less than this size. Revisions Number Description Date RECEIVED CITY OF TUKWILA APR 21 2017 PERMIT CENTER Drawn by EG Checked by NM Date 19 April 2017 Project No 216022 Consultant Project No Owner Project No Drawing No A571