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HomeMy WebLinkAboutPermit D15-0192 - MUSEUM OF FLIGHT - ELEVATOR TOWER DAMAGE REPAIRMUSEUM OF FLIGHT 9404 E MARGINAL WAY S D15-0192 City of Tukwila Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No: 3324049019 Permit Number: D15-0192 Address: 9404 E MARGINAL WAY S Issue Date: 8/17/2015 Permit Expires On: 2/13/2016 Project Name: MUSEUM OF FLIGHT Owner: Name: MUSEUM OF FLIGHT FOUNDATION Address: 9404 EAST MARGINAL WAY S , SEATTLE, WA, 98108 Contact Person: Name: NATHAN MESSMER Address: 110 UNION ST STE 300, SEATTLE, WA, 98101 Contractor: Name: SELLEN CONSTRUCTION CO., INC Address: 227 WESTLAKE AVE N , SEATTLE, WA, 98109-0970 License No: SELLEC*372N0 Lender: Name: MUSEUM OF FLIGHT FOUNDATION Address: 9404 E MARGINAL WAY S , SEATTLE, WA, 98108 DESCRIPTION OF WORK: Phone: (206) 973-1695 Phone: (206) 682-7770 Expiration Date: REPAIR ELEVATOR TOWER FOR PEDESTRIAN BRIDGE THAT WAS STRUCK BY A MOTOR VEHICLE Project Valuation: $468,947.00 Fees Collected: $7,906.28 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Occupancy per IBC: Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: . 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Chan nelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: �/� Date: v 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 con uction or the performance of work. I am authorized to sign and obtain this development permit an gr o the cond' ions attached to this permit. Signature: Date: Print Name: 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: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: Installation of high -strength bolts shall be periodically inspected in accordance with AISC specifications. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 14: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0409 FRAMING 4046 SI-EPDXY/EXP CONC 4034 SI-METAL PLATE CONN 4025 SI-STEEL CONST 4026 SI-STRUCT STEEL 4004 SI-WELDING 0413 WALL SHEATHING/SHEAR CITY OF TUKI :A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.jzov Building Pei .-,it No. -1�4)MC Project No. Date Application Accepted: Date Application Expires:) 'I (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 K V 4 King Co Assessor's Tax No.: 5730000020 Site Address: East Marginal Way South Suite Number: Floor: Tenant Name: The Museum of Flight — I�LiyK—OpJ New Tenant: ❑ .....Yes ❑ ..No PROPERTY OWNER Name: The Museum of Flight Address: 9404 East Marginal Way South City: Seattle State: WA Z'p: 98108 CONTACT PERSON — person receiving all project communication Name: Nathan Messmer Address: 110 Union Street, Suite 300 City: Seattle state: WA Zip: 98101 Phone: (206) 973-1695 Fax: (206) 973-1701 Email: nmessmer@srgpartnership.com GENERAL CONTRACTOR INFORMATION Company Name: Sellen Construction Company Address: 227 Westlake Avenue North City: Seattle State: WA Zip: 98109 Phone: (206) 692-7770 Fax: (206) 623-5206 Contr Reg No.: SELLEC*372N0 Exp Date: 06/01/2015 Tukwila Business License No.: BUS-0996022 ARCHITECT OF RECORD Company Name: SRG Partnership, Inc. Architect Name: Dennis Forsyth Address: 110 Union Street, Suite 300 City: Seattle State: WA Zip: 98101 Phone: (206) 973-1700 Fax: (206) 973-1701 Email: dforsyth@srgpartnership.com ENGINEER OF RECORD Company Name: Magnusson Klemencic Associates Engineer Name: Derek Beaman Address: 1301 Fifth Avenue, Suite 3200 City: Seattle State: WA Zip: 98101 Phone: (206) 215-8332 Fax: (206) 292-1201 Email: dbeaman@mka.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: The Museum of Flight Address: 9404 East Marginal Way South City: Seattle State: WA Zip: 98108 H:\Applications\Forts-Applications On Line\2011 ApplicationsTemit Application Revised - 8-9-11.docx Revised: August 2011 Page 1 of 4 bb BUILDING PERMIT INFORMATIC 206-431-3670 Valuation of Project (contractor's bid price): $ 468,947 Existing Building Valuation: Describe the scope of work (please provide detailed information): The elevator tower at the west side of T. Evans Wykoff Memorial pedestrian bridge was struck by a vehicle on Sunday the 17th of May, 2015, causing damage to the elevator, enclosure, and structure. The majority of damage is limited to within about 12 vertical feet of grade level at the southeast corner. Work will repair the area to functional and safe condition, matching the previous installation. 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 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I" Floor 63 V-B n/a 2 Floor P 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) 0 *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 0 Compact: 0 Handicap: 0 Will there be a change in use? ❑....... Yes ....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ ....... Sprinklers ❑ ....... Automatic Fire Alarm 0 .......None ❑ .......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 8-112"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8.9.1 Ldocx Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFO `ATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided 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 anal ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backfiow Prevention - Fire Protection _ Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size............ ❑ ...Sewer Main Extension.............Public ❑ ...Water Main Extension.............Public ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ .. Curb Cut ❑ .. Channelization ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ .. Looped Fire Line ❑ .. Utility Undergrounding WO# " WO# " WO# ❑ Private ❑ ❑ Private ❑ ❑ ... Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Ref ind/Billine: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Fortis-Applications On Line\2011 ApplicationsTermit Application Revised - 9-9-1 l.docx Revised: August 2011 Page 3 of 4 bh PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING AGENT: Print Name: Nathan J. Messmer Mailing Address: 110 Union Street, Suite 300 Date: 7 Day Telephone: (206) 973-1695 Seattle WA 98101 City state zip H:\Applications\Forms-Applications On Line\2011 Applications\Fermit Application Revised - 8-9-1 l.docx Revised: August 2011 bh Page 4 of 4 Date Paid: Monday, August 17, 2015 Paid By: THE MUSEUM OF FLIGHT Pay Method: CASH Printed: Monday, August 17, 2015 2:50 PM 1 of 1 II G�SY57EM5 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $4,880.51 D15-0192 Address: 9404 E MARGINAL WAY S Apn: 3324049019 $4,880.51 DEVELOPMENT $4,648.10 PERMIT FEE R000.322.100.00.00 0.00 $4,648.10 TECHNOLOGY FEE $232.41 TECHNOLOGY FEE • R000.322.900.04.00 0.00 $232.41 $4,880.51 Date Paid: Monday, August 17, 2015 Paid By: THE MUSEUM OF FLIGHT Pay Method: CHECK 83568 Printed: Monday, August 17, 2015 2:49 PM 1 of 1 SYSTEMS Date Paid: Wednesday, July 29, 2015 Paid By: MUSEUM OF FLIGHT FOUNDATION Pay Method: CHECK 83218 Printed: Wednesday, July 29, 2015 11:28 AM 1 of 1 CN? SYSTEMS ka INSPECTION RECORD Retain a copy with permit PECTION 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 Pr cr. r(( ° kt Type f n ection: Alress: a V Date Calle Special Instructions: A� D teanted: (7,100 10® a.m. Requester: f / Phone No: IInspector: '/ L/ IDate-5-�-/ 3 /L REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 124 INSPECTION RECORD1015-01cfrA-:) I Retain a copy with permit I INS ECT N0. PEfZMiT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 4331-3670 Permit Inspection Request Line (206) 438-9350 Pr0;ft114�V-U, Type of in1i ecti Address: � � / 17at ailed: Special Instructions: Date Wanted: a.m. /6 p m Requester: rfi—o�neo: Inspector: Date: y y� 3 ` ! 6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD15 Retain a copy with permit INS PE_ ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proje 1 Type of lnspec ' A dress- Date Called: WV Special Ens ru.: tions: ve6Y ixte Wanted: a.m. ELd! Requ st _. '4 U Phone N� �6 (0 U �- ,7 ,�,�0 C Gel Inspector: Dater — 6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PC S o� q Z INSPECTION RECORD Retain a copy with permit S 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 Pro'qt: k vaw Type trinsp c ion: Add, r ss. ` Date ailed: a. Special Instructions: ate Wanted: — 1/ -�- P.M. Re ester: 9 f- a set Phone No: Inspector: Date: `2,/IS— REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. SPECMCATIONS CONSTRUCTION DOCUMENTS 17 JULY 2015 a( ' '7 OR Q ra, F�' 0i ML F I Ly, 11 m c R I AUG 0 4 2015 AI p - No DY -Q isloN SEATTLE, WASHINGTON FD, PORTLAND, OREGON WWW.SRGPARTNERSHIP.0 OM RECEIVED MrY OF TUKWILA JUL 2 9 205 FFERMIT CENTER MUSEUM OF FLIGHT 9404 E MARGINAL WAY SOUTH SEATTLE, WA 98108 TABLE OF CONTENTS DOCUMENT 00 01 10 - 1 DIVISION 1 GENERAL REQUIREMENTS Section 01 1100 Summary of Work Section 01 1400 Work Restrictions Section 01 31 00 Project Coordination Section 01 31 50 Project Meetings Section 01 3250 Progress Schedules and Reports Section 01 33 00 Submittals Section 01 3500 Special Procedures Section 01 4250 Definitions and Standards Section 01 45 00 Quality Assurance Section 01 4501 Structural Testing Inspections and Quality Assurance Section 01 6000 Product Requirements Section 01 61 50 Delegated Design Requirements Section 01 7330 Cutting and Patching Section 01 7700 Closeout Procedures DIVISION 2 SITE WORK — Not Used DIVISION 3 CONCRETE — Not Used DIVISION 4 MASONRY — Not Used DIVISION 5 METALS Section 05 12 00 Structural Steel Framing Section 05 40 00 Structural Metal Framing Section 05 50 00 Metal Fabrications DIVISION 6 WOOD $ PLASTICS — Not Used DIVISION 7 THERMAL AND MOISTURE PROTECTION Section 07 26 00 Weather Barrier Section 07 41 00 Metal Wall Panels Section 0761 00 Sheet Metal and Flashing Section 07 92 00 Joint Sealers DIVISION 8 DOORS AND WINDOWS Section 0881 00 Glass and Glazing Section 08 92 00 Glazed Aluminum Curtain Wall DIVISION 9 FINISHES Section 09 25 00 Gypsum Board Section 09 90 00 Painting DIVISION 10 SPECIALTIES — Not Used DIVISION 11 EQUIPMENT — Not Used DIVISION 12 FURNISHINGS — Not Used DIVISION 13 SPECIAL CONSTRUCTION — Not Used DIVISION 14 CONVEYING SYSTEMS Section 14 24 00 Hydraulic Passenger Elevators DIVISION 15 MECHANICAL — Not Used DIVISION 16 ELECTRICAL — Not Used END TABLE OF CONTENTS 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS 071715 CONSTRUCTION DOCUMENTS SUMMARY OF WORK SECTION 01 11 00 - 1 PART1 GENERAL 1.1 SUMMARY A. SRG Partnership, Inc. has prepared Construction Documents titled Museum of Flight Pedestrian Bridge — Elevator Repairs, dated 071715. Work of the Contract can be summarized by reference to the Contract Documents as defined in the General Conditions of the Contract for construction, documents and standards referenced therein, addenda and other modifications issued in accordance with the Contract requirements. B. Contract requirements include materials, products, equipment, labor, services and incidentals necessary for modifications to certain existing improvements and repair and replacement of the elevator, elevator enclosure and structure at the west end of the T. Evans Wykoff Memorial Pedestiral Bridge including amenities and appurtenances as required for performance of the Work. 1.2 PROJECT CONDITIONS A. Premises Available to the Contractor: Work area is restricted to the Work Limit Line indicated and as necessary to allow for Owner occupancy and use by the public. Areas outside of these will not be available. Do not disturb portions of the premises outside the Work limit areas. 1. Work areas will not be available beyond the interval stipulated for execution of the Work. 2. Contractor is responsible to coordinate the Work with limitations and requirements of regulatory authorities having jurisdiction over work affecting public right of ways. B. Owner Occupancy: The Owner will occupy and utilize the Pedestrian Bridge during the entire period of construction. Normal operation shall continue uninterrupted throughout all construction activities. Cooperate fully with the Owner, the Development Manager and other designated representatives during construction operations to minimize conflicts, facilitate Owner usage and ensure the safety of Owner personnel and the general public. Perform the Work so as not to interfere with the Owner's operations. Allow convenient and unobstructed use of building facilities, including barrier free access and pedestrian and vehicular entrances, exits, parking areas and public right of ways. C. Owner reserves the right to place and install equipment and to occupy completed areas of the Project, before Substantial Completion, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and partial occupancy shall not constitute acceptance of the total Work. 1.3 MISCELLANEOUS PROVISIONS A. Mechanical Work: Provide as required for drainage and other incidental mechanical requirements of the Work. Where design work is necessary to ensure proper function and regulatory compliance provide work by a Washington Registered Professional Engineer. Scope of work may include repairing drainage of new roofs, elevator sump and pavement and connection to appropriate municipal services. 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS 071715 CONSTRUCTION DOCUMENTS SUMMARY OF WORK SECTION 01 11 00 - 2 B. Electrical Work: Where design work is necessary to ensure proper function and regulatory compliance provide work by a Washington Registered Professional Engineer. 1. Service Connections: Provided as necessary for normal function of each unit of general work. 2. General Work: Coordinate for proper connection and utilization of available services, as necessary and required. C. Supervision and Administration of the Work: Carried -out with the maximum possible consideration to conservation of energy, water and materials, and to the recovery and recycling of surplus material not to be delivered to the Owner and waste generated by the Work. PART 2 PRODUCTS -- Not Used PART 3 EXECUTION -- Not Used END OF SECTION 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS C��1i.1��3�1�i]���ZiZ�i�LTI�i•Y�� WORK RESTRICTIONS SECTION 01 14 00 - 1 PART1 GENERAL 1.1 SUMMARY A. Section includes restriction on Contractor access and use of the premises for Work of the Contract. These requirements are in addition to requirements for Owner occupancy in Section 01110 and requirements contained in technical Sections of the Project Manual. 1. Do not disturb portions of the premises outside the Work limit line. 2. Do not encumber the site with materials or equipment. Stockpiling and storage of materials, recycling and debris shall be contained within the area designated by the Work limit line. 1.2 CONTRACTOR USE OF PREMISES A. The Contract Sum shall include all expenses, fees and costs directly and indirectly associated with limitations on access and traffic routes, delivery, storage and loading areas, traffic planning and control, after-hours and premium time and off -site storage resulting from Contract requirements and restrictions. Where Owner's facilities and services made available for the Contractor's use are not adequate to fulfill Contract requirements and facilitate efficient and timely execution of the Work the Contractor shall provide supplemental facilities and services as necessary to ensure efficient and timely execution of the Work at no change in Contract amount. B. Work required for modifications to the existing museum facilities shall be performed so as to maintain safe conditions for occupants and visitors, prevent damage due to weather exposure and other potential sources of damage. Damage occurring as a consequence of construction operations shall be repaired at no additional cost to the Owner. 1. Keep public areas free from accumulation of waste material, rubbish or construction debris. 2. Permit neither smoking nor open fires within the areas available to the Contractor for performance of the Work. 3. Use of existing toilet by contractor personnel is not permitted. Provide temporary facilities per Section 01500 requirements. 4. Perform the Work without disruption to required building exits and exit routes including but not limited to exit corridors, stairways, lobbies and exterior egress from the building. Exit discharge shall provide a barrier free route of travel to an area of refuge acceptable to fire authorities and sufficiently sized to provide safe refuge to double the number of people for which the exit is sized. C. Work requiring access to areas outside of the Contract area and work causing noise and vibration that may interfere with the Owner's occupancy: Performed outside the Owner's normal operating hours. D. Utility Services: Maintain continuity of service, and prevent damage due to the Work. Damages and loss occurring 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. Interruption: Advance scheduling and written authorization required. 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS 071715 CONSTRUCTION DOCUMENTS WORK RESTRICTIONS SECTION 01 14 00 - 2 2. Provide temporary services during interruptions to existing utilities as acceptable to Architect and governing authorities. 1.3 TRAFFIC, ACCESS AND PARKING A. Contractor's Access to Project: Limited to designated approaches and shall not interfere with the Owner's occupancy and public right of ways. 1. Keep existing driveways, parking areas, public transportation stops, walkways and entrances clear and available to the Owner and the public at all times; do not use for parking or storage of materials. 2. Conduct the Work to allow uninterrupted access for emergency vehicles and services to the Project, and all adjacent areas. 3. Promptly clean up debris and construction material dropped on traffic and loading areas maintain service access ways and streets to the satisfaction of the Owner's Representative. B. When alternative routing and scheduling to avoid interference with routine street and sidewalk traffic would prevent proper performance of the Work, provide a satisfactory detour affording safe passage of traffic around or over the interference. Temporary construction support facilities shall comply with Section 01500 requirements. Provide advance notice to the Owner where traffic interference and detours may impact Owner occupancy. C. Protect finished surfaces and assemblies and facilities on permanent access routes from damage due to Contractor activities. D. Access For Material Deliveries To The Project: Service and loading areas may be shared by other contractors, vendors, and Owner deliveries. Coordination with other users is Contractor's responsibility. E. Limited parking for certain contractor vehicles may be available in the Owner's facilities. The number of parking spaces available, the time and duration of availability will be determined by the Owner, and is subject to change as determined by the Owner, and as necessary to accommodate the Owner's occupancy. Changes in parking provided by the Owner shall not be a basis for claims against the Owner. 1. Compliance with Owner Vehicular Access Requirements: The Contractor's responsibility for Contractor personnel, operating forces and deliveries. 2. Lock automotive type vehicles such as passenger cars and trucks and other mechanized and motorized construction equipment, when parked and unattended, prevent unauthorized use. Do not leave vehicles or equipment unattended with the motor running or the ignition key in place. F. Do not park trucks, store materials or cross over landscaped areas. Any plant materials damaged as a result of the performance of this work will either be replaced with new plant materials equal in size to those damaged or by payment of an amount representing the value of the damaged material as determined by the Owner. G. Permission for access to the site may be revoked for any and all persons who violate the Owner's traffic regulations, including speed limits, parking restrictions and permit requirements. 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS 071715 WORK RESTRICTIONS SECTION 01 14 00 - 3 1.4 ADVANCE NOTICE REQUIREMENTS A. Provide advance notice to the Owner for activities that could affect the Owner's normal occupancy; scheduling of such activities is subject to Owner approval. The Owner shall have the right to require alternative scheduling or sequencing of Work with neither penalty nor modification to Contract Time and Sum when necessary to prevent disruption of Owner's occupancy. All costs and damages incurred by the Owner due to Contractor's failure to comply with advance notice and scheduling requirements shall be the responsibility of the Contractor. 1. Access and Contractor operations outside of conventional business hours require advance approval by Owner and coordination with Owner's security program. 2. Access to areas outside of the Work Limit Line, and work causing noise or vibration that may interfere with the Owner's occupancy: Coordinate with and approved by the Owner in advance of execution. B. Interruption of Utilities Serving Owner Occupied Areas: Advance notice and Owner approval is required regardless of magnitude or duration. Schedule utility interruption for times that will minimize disruption to Owner occupancy. Submit completed SHUTDOWN REQUEST at least fourteen days prior to requested shutdown date. Sample of request form is included at end of this section. Identify existing utilities whether indicated or not and protect from damage. C Traffic Interruption: Provide 14 days advance notice and obtain written authorization of regulatory authorities having jurisdiction over the affected areas. 1.5 DAMAGE AND RESTORATION A. Restore or replace as directed by the Owner's Representative damage to existing and new Work including but not limited to landscaping, paving, roads and sidewalks damaged as a result of the performance of this work at no change in Contract amount. B. Remedial Work: Equal to the physical and aesthetic characteristics of the original work. Finishes shall match the appearance of similar existing adjacent work. Comply with repair requirements for cutting and patching work. C. Remove and replace unacceptable remedial work; where work can not be acceptably restored as determined by the Owner's Representative provide new work as directed. PART 2 PRODUCTS - Not Used PART 3 EXECUTION - Not Used END OF SECTION 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS 071715 CONSTRUCTION DOCUMENTS PROJECT COORDINATION SECTION 01 31 00 - 1 PART1 GENERAL 1.1 SUMMARY A. The Contractor shall use their best skill and attention to coordinate all aspects of the Project and plan the Work in advance of execution so as to achieve each of the following objectives. 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. 1, The Contractor shall anticipate and thereby prevent circumstances that could delay the Work, and incur additional cost. 2. Avoid the need for alteration of existing work not documented in the Contract. 3. Avoid alteration of new work once it has been executed. 4. Expedite progress so as to complete the Work within the Contract Time or in advance of scheduled milestones. 5. Prevent conflicts among the various trades engaged in the Work. 6. Prevent conflicts between existing construction to remain and new work. B. When notified by the Owner's representative the Contractor shall provide for the occurrence of work by other prime contractors at the Project site over the course of the Work. Such work may affect site and building access, utilities and other aspects of the Project. Coordinate the Work, and adapt sequence and staging as necessary to accommodate work by other prime contractors and work by the Owner. As the need for and timing of such work may vary over time, periodically during the course of the Work consult the Owner's representative for information on current projects C. Submittals: General coordination memoranda, drawings, diagrams and schedules, for the coordinated control and utilization of the site, from beginning of construction activity through project close-out and warranty periods 1. Non-standard conditions report; describe condition, location and suggested remedial measures. 2. Coordination Drawings. D. Delegated Design: Follow the requirements of the Authority Having Jurisdiction over the Work current at the time of submission. The Contractor is responsible to coordinate and submit all material required by the AHJ, so review and processing of submittals and permits will not adversely affect the construction schedule. Each Delegated Design item requiring review by the AHJ must be provided by the Contractor and all fees and costs associated therewith shall be the Contractor's responsibility at no additional cost to the Owner. E. In addition to compliance with Contract requirements, and limitations on site utilization allocate available space equitably among entities needing access and space, and enhance overall efficiency in performance of the Work. Coordinate collection recycling and disposal of scrap and waste to minimize space and time requirements for storage of materials and equipment on site. PART 2 PRODUCTS -- NOT USED 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS PROJECT COORDINATION SECTION 01 31 00 - 2 PART 3 EXECUTION 3.1 EXAMINATION A. Contractor shall notify Architect of conditions created and uncovered during the Work that may complicate completion of subsequent work. Such conditions include but are not limited to substrate profile, coatings, integrity, voids and protrusions and other conditions. Report non- standard and potentially problematic conditions in writing, and suggest remedial measures. B. Contractor: 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. 1. Provide adequate clearance for installation and maintenance of equipment between Architectural, Structural, Mechanical, Electrical, and Landscape. Verify physical dimensions of equipment with its available space. Check access routes through concealed spaces. Coordinate all clearances with General Contractor. 2. Manufacturer's Instructions: Where new work will include manufactured products, inspect manufacturer's instructions and recommendations for installation. Provide conditions complying with the manufacturer's recommendations. 3.2 COORDINATION DRAWINGS A. Coordination Drawings: Drawn to scale not smaller than 0.5 inch equals 1 foot, provide larger scale drawings as necessary to depict all work components accurately and legibly. Prepare where work by separate entities requires fabrication off -site of products and materials that must accurately interface on site. Coordination drawings shall indicate how work shown by separate shop drawings will interface, and sequence of installation. Prepare composite coordination drawing as necessary to identify in advance conflicts between various Project system, including but not limited to buried utilities, electrical, plumbing, mechanical and structural systems, and public right of ways. Architect will furnish electronic copies of base drawings subject to limitations provided elsewhere in the Contract. B. Review Contract Documents for possible conflicts prior to rough -in. Contractor is responsible for verification that equipment will fit in the space provided. Resolve conflicts with Architect prior to rough -in work. Coordinate rough -in, plumbing and wiring requirements for equipment with equipment supplier. Install rough -in, plumbing and wiring in accordance with equipment manufacturer's printed instructions. END OF SECTION 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 PROJECT MEETINGS SECTION 01 31 50 - 1 PART1 GENERAL 1.1 SUMMARY A. Meeting Administration: The Construction Manager shall administer periodic progress meetings at intervals appropriate to the status of the Work and as directed. The Architect will attend these meetings as needed. B. The Construction Manager shall administer the progress meetings and 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. b. To all parties affected by decisions made at the meeting. C. Attendance: Contractor Project Manager and Superintendent, Subcontractors and Suppliers as appropriate to the agenda, Owner's representative, Architect and their professional consultants, as needed. Representatives of Contractor, subcontractors, and suppliers attending the meetings: qualified and authorized to act on behalf of the entity each represents. 1.2 PRECONSTRUCTION MEETING A. Time: Within 15 days of notice to proceed. B. Location: Designate central site location convenient for all parties. C. Suggested Agenda: 1. Distribution and Discussion of: 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. c. Submittals. d. Change orders. e. Request for payment applications. 6. Procedures for maintaining record documents. 7. Use of Premises: Requirements for Owner and Contractor. 8. Construction facilities, controls and construction aids. 9. Housekeeping procedures. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS PROJECT MEETINGS SECTION 01 31 50 - 2 1.3 PERIODIC PROGRESS MEETING A. The Contractor shall schedule regular meetings. Special Meetings: As required by progress of the Work and when called by the Architect. B. Location: Contractor's project field office, unless otherwise directed. C. Suggested Agenda: 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. c. Contractor coordination. 4. Submittals: Review log and expedite as required. 5. Quality Control 6. Contract Modifications. 7. Design and Construction Issues. 8. Items Carried Forward. 9. As Built Drawings and Record Documents. 1.4 PRE -INSTALLATION CONFERENCE A. 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. 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. 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. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS PROJECT MEETINGS SECTION 01 31 50 - 3 PART 2 PRODUCTS -- NOT USED PART 3 EXECUTION -- NOT USED END OF SECTION 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 PROGRESS SCHEDULES AND REPORTS SECTION 01 32 50 - 1 PART1 GENERAL 1.1 SUMMARY A. Coordinate administrative and procedural aspects of the Work to provide consistent, and logical Coordination for the Project; distribute reports and updates to parties involved including Architect and Owner. Architect and Owner review of Schedule shall not relieve the Contractor of responsibility for scheduling, coordinating, and completing the Work within the Contract Time. Quantities and similar requirements of this Section that may pertain to physical originals may be modified as directed to facilitate utilization of electronic transfer of information. Provide and maintain a physical original with any required processing marks as the Record Document. B. Distribution: Most current issue; Architect, Owner, principal subcontractors, suppliers, and fabricators, and others with a need -to -know schedule -compliance requirement. Post copies in the project meeting room and temporary field offices. Add and delete entities as appropriate to the performance of the Work. 1.2 SCHEDULES A. Project Schedule: A comprehensive and detailed schedule for the Work and including a two - week look ahead schedule and independent sorting of Project phases (if any) a current copy of which is attached hereto and shall represent the standard required. Provide whatever level of detail and organization in the Schedule the Owner may require to understand how the Contractor will prosecute the Work and to establish with reasonable certainty that the Work will be completed within the Contract limits. As a minimum, include major and minor construction activities, percentage of completion, current activities, critical path, float time, and the following. 1. Document how sequence of work is affected by requirements for work by other Prime contractors (if any), work by Owner, Owner furnished materials, coordination with existing work, limitations on Contractor use and access to the site, continuity of utility services, temporary facilities, partial occupancy prior to substantial completion, site limitations, provisions for future work, seasonal variations, environmental control, quality assurance activities, and administrative and procedural requirements for the Work. 2. Resource loading for all major trade groups. 3. Utilities: Temporary and permanent use; anticipated shutdown dates, duration and services involved. 4. Substantial Completion of principal units and stages of Work; include time for required administrative procedures. 5. Two -Week Schedule: Detail sequence and duration of activities; prepare for distribution at regularly scheduled Project meetings. 6. Updating of the Construction Schedule: Prerequisite to processing of all Applications for Payment and a condition precedent to any time extension or delay compensation regardless of cause. B. Submittal Schedule: In chronological order; Describe Work generically, identify specification Section number, subcontractor, activity or event number on the Construction schedule, related Contract Documents, date for first submittal, and time allowed for processing and resubmittal, note date by which approval is necessary to avoid delay in the Work, and inspections required for quality control, and regulatory agencies. Provide preliminary and comprehensive schedules as required. 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 PROGRESS SCHEDULES AND REPORTS SECTION 01 32 50 - 2 Correlate with subcontractor, and product listings, Construction Schedule, Schedule of Values, and related requirements of other Sections. C. Schedule of Values: Coordinate with Contractor's Construction Schedule; correlate line items with administrative schedules and submittals. Breakdown Contract Amount in sufficient detail to facilitate evaluation of payment requests and progress reports. Break down principal subcontract amounts into several line items. Round off to the nearest whole dollar, but with the total equal to the Contract Sum. 1. Where payment requests will be made for material, or equipment purchased, fabricated or delivered, but not yet installed, show the "initial value" for the payment request and "value added" for subsequent stage or stages of completion on that unit of work. 2. Arrange Schedule in columns, indicate generic name of item, specification Section, subcontractor, the dollar value for material and the dollar value of labor, and the percentage of the Contract Sum to the nearest one -hundredth percent and adjusted to total 100 percent, and Change Order(s) which have affected the value of the Scheduled item. 3. Margins of Cost: Where such items will be individually listed in payment requests. In general, each item in the schedule of values and in payment requests shall be established to be complete with its total expenses and proportionate share of the general overhead and profit margin. Except as otherwise indicated, major cost items that are not directly the cost of actual work -in -place, such as distinct temporary facilities, shall be shown as line items in the schedule of values. 4. Separate Line Items: Required for the cost of generating and maintaining the Contractor's Construction Schedule, and on -going housekeeping and clean-up of the Project. 5. Submittal and approval of the Schedule of Values is a condition precedent to approval of the Initial Payment application. 6. Schedule Updating: Update and resubmit schedule of values for every Contract modification. Submittal and approval of an updated Schedule of Values is a condition precedent to approval of application for payment following every Change Order. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 SUBMITTALS SECTION 01 33 00 - 1 PART1 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 77 00. 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. 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. 3. Color charts. 4. Roughing -in diagram and templates. 5. Standard wiring diagrams. 6. Mill reports. D. 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; 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 SUBMITTALS SECTION 0133 00 - 2 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. E. 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. 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. C. 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. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS SUBMITTALS SECTION 01 33 00 - 3 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. 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. 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 SUBMITTALS SECTION 01 33 00 - 4 E. 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 Division-15 and Division-16 sections for additional general requirements applicable to product data for 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 of three samples, provide additional samples when directed. 4. Refer to Division-15 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. Warranties, Documents, Bonds, and Maintenance Agreements: Comply with Section 01770 requirements. 3. 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. Provide three project photographs at weekly intervals from consistent vantage points as directed and additional photographs sufficient to provide a general record of the Work. Photographs of specific work activities required by other Sections shall be 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. 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 SUBMITTALS SECTION 01 33 00 - 5 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. The Architect shall be permitted sufficient time in their professional judgment for review and processing of each Contractor submittal without claim for delay to the progress of the Work, generally not less than 14 days. Architect will endeavor to accelerate review upon written notification attached to the submittal stating that processing time is critical, detailing the nature of the critical timing and the period within which processing is requested to be completed; this request shall not be binding on the Architect. Do not proceed with Work without Architect's approval as required for submittal, Architect's approval does not relieve Contractor of responsibility to perform the Work in accordance with Contract Documents. C. The Architect 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 END OF SECTION 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 SPECIAL PROCEDURES SECTION 01 35 00 - 1 PART1 GENERAL 1.1 SUMMARY A. Section includes special administrative and procedural requirements for the Work. 1.2 SPECIAL ADMINISTRATIVE SUBMITTALS A. Request for Information (RFI): Process to be used for clarification of Contract Requirements and assist the Contractor in gathering information needed for proper execution of the Work. The Contractor and Owner understand and agree that the Contract Documents are complete and sufficiently thorough to document the Architect's design intent, and to establish Contract requirements, Contract Time, and Contract Sum. The Contractor and Owner also understand and agree that the Contract Documents do not provide all of the information that will be necessary to complete the Work. This information will be provided by the Contractor as work of the Contract. Occasionally the Contractor may have need of clarification of Contract requirements, design intent, resolution of on -site concerns or other collaboration with the Architect that can not be adequately resolved by required work -related submittals such as shop drawings, and coordination drawings. 1. Prior to submitting to Architect, Contractor shall date and sign RFI's, ensure that information is complete, and advise when cost or schedule impacts may occur. 2. Architect's Processing of RFI: Sufficient in the Architect's professional judgment for the information requested. Architect will stamp for date received, review the Contract Documents and respond on the RFI or attachments thereto as may be convenient. Architect will not process RFI's lacking complete information, including necessary reference documents. 3. Cost of processing RFI's resulting from Contractor's failure to make timely submittals, provide required coordination of the Work, and lack of familiarity with the Construction Documents will be the Contractor's responsibility at no change in Contract Amount. B. Special Reports: Submit directly to Owner within one day of an occurrence; copy the Architect and other effected entities. Unusual Events: List chain of events, persons participating, response by the Contractor's personnel, an evaluation of the results or effects and similar pertinent information. Advise the Owner in advance when such events are known or predictable. a. Unusual Events include but are not limited to enforcement actions of regulatory agencies and authorities, other than regular inspections by building officials. C. Accident Reports: Provide for accidents where personal injury is sustained, property loss of substance occurs, and where the event posed a significant threat of loss or personal injury. Include accidents on and off -site where work for the Project is in progress. Record and document data and actions. PART 2 PRODUCTS - Not Used PART 3 EXECUTION - Not Used END OF SECTION 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS DEFINITIONS AND STANDARDS SECTION 01 42 50 - 1 PART1 GENERAL 1.1 SUMMARY A. Section Includes: Definitions, description of specification format and content, and utilization of reference and industry standards. 1.2 DEFINITIONS A. Certain terms used in the Contract Documents are defined in this article. Definitions and explanations contained in this Section are general for the Work to the extent that they are not stated more explicitly in another element of the contract documents. Basic Contract definitions are included in the General Conditions. B. Regulations: Laws, statutes, ordinances and lawful orders issued by governing authorities, requirements of private entities such as utility company serving the Project, and conventions and agreements within the construction industry that effectively control the performance of the Work regardless of whether they are imposed by government authority or not. C. Indicated: A cross-reference to graphic representations, notes and schedules on the drawings, and shall be read to mean "as indicated on the drawings". Where terms such as "shown", "noted", "scheduled", and "specified" are used in lieu of "indicated", it is for the purpose of helping the reader locate the cross-reference, and no limitation of location is intended except as specifically noted. D. Directed, Requested and Similar Terms: Where not otherwise explained, terms such as "directed", "requested", "authorized", "selected", "approved", "required", "accepted", and "permitted" mean "directed by the Architect", "requested by the Architect", and similar phrases. However, no such implied meaning will be interpreted to extend the Architect's responsibility into the Contractor's area of construction supervision. E. Approve: Where used in conjunction with the Architect's response to submittals, requests, applications, inquiries, reports and claims by the Contractor, the meaning of the term "approved" will be held to limitations of the Architect's responsibilities and duties as specified in General and Supplementary Conditions. In no case will the Architect's approval be interpreted as a release of the Contractor from responsibilities to fulfill requirements of contract documents. F. Project Site: The term, "Project site", is defined as the space available to the Contractor for performance of the Work, either exclusively or in conjunction with others performing other work as part of the Project. The extent of the Project site is shown on the drawings, and may or may not be identical with the description of the land upon which the Project is to be built. Work Limit Line: Enclose the area or areas available to the Contractor for execution of the Work or a portion thereof. G. Furnish: Interpreted to mean supply and deliver to the project site, ready for unloading, unpacking, assembly, installation, and similar operations as applicable in each instance. H. Install: Used to describe operations at Project site including the actual unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing protecting, cleaning and similar operations, as applicable in each instance for the Work to be 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS DEFINITIONS AND STANDARDS SECTION 0142 50 - 2 complete and ready for intended use. Provide: Interpreted to mean furnish and install, complete and ready for intended use, as applicable in each instance. Replace: When used in the context of "Remove and replace", referring to elimination of unapproved and unacceptable equipment, material and other Work from the Project, the term "Replace" means "Replace with new material, equipment and Work". K. Installer: The term "installer" is defined as "the entity" (person or firm) engaged by the Contractor, and subcontractors of any tier for performance of a particular unit of work at the Project site, including installation, erection, application and similar required operations. It is a requirement that installers are experienced in the operations they are engaged to perform. L. Necessary: Needed or essential for complete and proper performance of the Work as required and as demonstrated by conventional practices of the Trade or discipline in question and common sense. M. Required: Directive in the Contract Documents, and a charge of the Architect which must be fulfilled for the Work to conform to the intent of the Contract Documents. N. Testing Laboratories: The term "testing laboratory" is defined as an independent entity engaged to perform specific inspections or tests of the work, either at the project site or elsewhere, and to report, and (if required) interpret results of those inspections or tests. O. Shop Work: Designates work not performed at the Project Site and is intended to signify that controlled conditions will be provided within tighter tolerances than might be achievable in the field. Such conditions include but are not limited to, environmental control, cleanliness, and sequence of assembly and finishing. P. Premium Time: Overtime and similar terms shall be defined as any period during which labor or a service is provided for which an elevated cost is assessed (by statute, labor agreement or other reason) due to time of day, calendar day, accumulated hours or other factors. Q. Tolerance: Dimensional deviations in the Work specified in individual Sections and reference standards are the maximum total acceptable deviation and shall not be additive to tolerances for other work. 1.3 SPECIFICATION FORMAT AND CONTENT EXPLANATION A. Specification Format: These specifications are organized into Divisions and Sections based upon the Construction Specifications Institute's 16-Division MasterFormat System. The organization of the Contract Documents shall control the Contractor neither in dividing the Work among lower tier contractors nor establish the scope of the Work to be performed by a particular trade. 1. Divisions are standard categories of construction information. 2. Sections: Considered as basic units of work, Section title is descriptive only and not intended to limit the meaning or content of a Section or to be completely descriptive of requirements specified therein. 3. Part: An organizational device dividing a Section into three distinct groups of related information. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS DEFINITIONS AND STANDARDS SECTION 0142 50 - 3 B. Sections are placed in the Project Manual in numeric sequence to facilitate cross-referencing. The Project Manual "Table of Contents" lists the numbers and names of specification Sections in the Contract Documents. C. Project Identification: The project job number and name are recorded at the bottom left corner of each page of the specifications. The Section date is recorded numerically in the lower right corner. D. Page Numbering: Pages are numbered independently for each Section, The Section number is shown together with the page number at the top right corner of each page to facilitate the location of text in the Project Manual. E. Specification Text: Dependent upon other text to the extent described in individual Sections, and as follows. 1. Text: Subordinate to Titles. 2. Indented Text: Subordinate to preceding text that is not indented. F. Specification Language: Imperative and addressed to the Contractor except where other parties are specifically identified. Singular and plural meanings will be interpreted based upon the full context of the Contract Documents. 1. The words "shall be" are included by reference wherever a colon (:) is used within a sentence or phrase. 2. Effort has been made to employ gender neutral language throughout the documents; however, occasional gender based references may be used. Such terminology as workmanship, craftsmanship and other gender based terms shall be interpreted to be gender neutral. 3. The terms "installer", "manufacturer' and similar words shall be interpreted to mean the entity the Contractor has chosen to perform certain portions of the Work. The use of these terms shall neither be construed to shift responsibility for performance of the Work away from the Contractor nor alter their responsibility to comply with Project requirements. G. Method of Specifying one element of the Work has no bearing on requirements for another element of the Work, and may vary throughout the text, and include any combination of the following: 1. Open generic -descriptive. 2. Performance. 3. Proprietary. 4. Compliance with reference standards. H. Work Required to be Designed and Engineered by the Contractor: Comply with performance and design requirements established in the specifications. The Contract Documents do not include all prescriptive requirements nor details for Contractor designed work. In general, the documents will establish certain design and performance requirements for such work. If the information provided is not sufficient to perform services or certification required, submit a written request for additional information to Architect. As a variety of solutions complying with the Contract requirements may be available, it shall be the Contractor's responsibility to determine the finite scope of Contractor designed work. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS DEFINITIONS AND STANDARDS SECTION 01 42 50 - 4 Conflicting, and Ambiguous Requirements: Interpreted to provide the highest quality, greatest quantity, and more costly, time consuming scope of Work; request Architect's resolution before proceeding. Quantity and Quality of Work Specified: Minimum for the Work to be provided, and shall not otherwise be interpreted as establishing required limits. Assignment of Specialists: Required when levels of experience and qualifications are specified for entities performing specific parts of the Work. These special requirements, over which the Contractor has no choice or option, establish who may be qualified to perform the Work. The ultimate responsibility to fulfill Contract requirements remains with the Contractor. 1. These Requirements: Interpreted so as not to conflict with the enforcement of building codes and similar regulations governing the work not to interfere with local trade union jurisdictional settlements and similar conventions. 2. No Allowance: Made by Architect in accepting and rejecting Work due to lack of experience and craftsmanship on the part of workers. K. Use of certain titles such as "carpentry" in the specification text, is not intended to imply that the Work must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter", and does not imply that the requirements specified apply exclusively to work by tradespersons of that corresponding generic name. 1.4 INDUSTRY STANDARDS A. Trade association names and title of general standards are frequently abbreviated. The acronyms and abbreviations referenced by the Contract Documents are defined to mean the associated names. Both names and addresses are subject to change, and are believed to be, but are not assured to be, accurate and up-to-date as of the date of the Documents. The Contract Documents may use an acronym or abbreviation for a given trade association or reference standard while stating neither the association name or document title in full. Request clarification from the Architect where the intended reference or association is ambiguous or unclear. Standards referenced directly in the Contract documents take precedence over standards not referenced. Standards not referenced, but applicable to the Work will be enforced as a general requirement that the Work conform to superior levels of quality typically recognized in the industry. B. Publication Dates: Date of the reference standard in effect as of the date of Contract Documents. Updated Standards: At the request of the Architect, Contractor or governing authority, submit a change order proposal where an applicable industry code or standard has been revised and reissued after the date of the contract documents and before the performance of the work affected. The Architect will decide whether to issue the change order to proceed with the updated standard. C. Familiarity With Standards and Issuing Bodies/Organizations: Responsibility of the entity performing the Work. The Contractor shall obtain copies of Standards from the publication source as necessary and required to comply with the intent of the Contract Documents. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS DEFINITIONS AND STANDARDS SECTION 0142 50 - 5 1.5 ABBREVIATIONS AND NAMES A. Trade association names and title of general standards are frequently abbreviated. The acronyms and abbreviations referenced in contract documents are defined to mean the associated names. Both names and addresses are subject to change, and are believed to be, but are not assured to be, accurate and up-to-date as of date of contract documents. The Contract Documents may use only the acronym or the abbreviation for a given trade association or reference standard without stating the associated name in full. Request clarification from the Architect where the intended reference or association is ambiguous or unclear. 1.6 SUBMITTALS A. Permits, Licenses, and Certificates: For the Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, and similar documents, correspondence and records established in conjunction with compliance with standards and regulations bearing upon performance of the work. PART 2 PRODUCTS - Not Used PART 3 EXECUTION - Not Used END OF SECTION 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS QUALITY ASSURANCE SECTION 0145 00 - 1 9-112 a MCI :I1!1:11 1.1 SUMMARY A. Section includes, requirements for inspections, tests, reports, and related actions performed by the Contractor, the Owner's agent and others as necessary to evaluate whether the Work conforms to the requirements of the Contract Documents. 1. Contractor: Responsible for conformity of the Work with the Contract Documents. 2. Architect's Administration of the Contract: Not included in Quality Control Services. B. Specific Quality Control Requirements: Specified in each Section to cover manufacture and installation of standard and custom materials and products, and shall not be limited by the provisions of this Section. C. The Owner will provide an agent for Special Inspections and Testing to comply with IBC Section 1701 and directives of regulatory agencies having jurisdiction over the Work. Unless otherwise specifically required the Contractor shall have responsibility for all other Quality Control Services and assistance to the Owner's agent as required by this Section. 1. Contractor shall provide an approved independent testing laboratory to perform quality control services not provided by the Owner's agent. 2. Cost associated with the Contractor's quality control services and with assistance to the Owner's agent shall be included in Contract Sum. D. Retest Responsibility: Contractor's where results of quality control services do not indicate that Work complies with contract requirements, regardless of responsibility for initial tests. 1. Work the Architect determines may be defective: Tested by the Contractor as directed, including selection of testing agency. 2. Owner will reimburse Contractor for costs of testing and retesting where results indicate the work complies with Contract requirements. E. Responsibility For Testing of Replaced and Remedial Work: Contractor's, regardless of responsibility for initial tests. F. Contractor shall cooperate with agency performing quality control services without regard to responsibility for quality control services; provide auxiliary services as directed, including, but not limited to: 1. Access to the Work. 2. Incidental labor, facilities and equipment to assist and take samples. 3. Delivery of samples to test laboratories. 4. Storage and protection of samples and equipment at Project. G. Contractor shall coordinate the Work with quality control activities regardless of responsibility for them, schedule times for inspections, tests and taking of samples; maintain progress of the Work and avoid cutting and patching to accommodate inspections and tests. 1. Notify the testing agency in advance of operations to permit assignment of personnel. 2. Notify testing agency in advance of special inspections and tests required by building officials. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONTRACT DOCUMENTS QUALITY ASSURANCE SECTION 0145 00 - 2 1.3 SUBMITTALS A. Quality Control Activities Schedule: Submit a tabular schedule within 45 days of the date of the Notice to Proceed, but in no case less than 14 days prior to the scheduled date for initiation of quality control activities. Schedule shall include the following as a minimum. 1. Reference to specification section number and unit of work. 2. Identification of activities to be performed and the party responsible for performing each. 3. Time schedule and duration of each activity. 4. Unique characteristics or requirements for each activity. B. Quality Assurance Submittals: Provide the following for the Testing Agency. 1. Management and personnel qualifications; including but not limited to Inspector and NDT technicians assigned to the Work. 2. Written Practice for Quality Assurance, and Quality Control Plan for testing operations. 3. Inspection procedures for welding, bolting and shear studs, and others as directed. C. Certified Written Report: Submit in duplicate within 2 days of performance of the actions documented, to Architect, Development Manager and Contractor for each inspection, test and other Quality Assurance activities including, but not limited to the following: 1. Name of testing agency and individuals performing services. 2. Designation of the work and test method. 3. Dates and locations of samples and tests and inspections. 4. Ambient conditions when samples taken and tests performed. 5. Inspection and test data and results. 6. Interpretations of test results. 7. Evaluation of Work compliance with Contract Documents. 8. Recommendations on retesting and other actions as applicable. 1.4 QUALITY ASSURANCE A. Engage a qualified agent, acceptable to the Owner and complying with WABO Standard 1701 to perform tests and inspections required by authorities having jurisdiction and as required by the Contract Documents, who will also be responsible for the following. 1. Notifying the Architect and Contractor of results within 24 hours of performing tests or inspections. 2. Submitting a certified written report of each test, inspection, and similar quality -control service to Architect with copy to Contractor and to authorities having jurisdiction. 3. Submitting a final report of special tests and inspections at Substantial Completion, including a list of unresolved deficiencies (if any). 4. Interpret tests and inspections and affirm compliance or deviation from requirements. 5. Retesting and re -inspection of corrected work. B. Personnel Qualifications: Registered with Washington Association of Building Officials for the category of work for which Quality Assurance activities will be provided. 1. Special Inspector: Acceptable to Regulatory Authorities. 2. Welding Inspector: AWS D1.1. 3. Ultrasonic Testing: ASNT Level III technician. 4. Bolting Inspector: Competent to apply RCSC Specification procedures. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONTRACT DOCUMENTS QUALITY ASSURANCE SECTION 0145 00 - 3 1.5 SEQUENCE AND SCHEDULE A. Schedule sufficient time for completion of quality assurance activities for each stage of work; do not advance the work until completion of required quality assurance activities. PART 2 PRODUCTS - Not Used PART 3 EXECUTION 3.1 INSTALLATION A. Cutting and Patching: Comply with requirements of Section 01 73 30. B. Protect Work exposed for quality control service activities. C. Repair and Protection: Contractor's responsibility, regardless of entity responsible for quality control services. 3.2 SCHEDULE OF QUALITY CONTROL SERVICES A. Schedule of Inspections and Tests: Comply with IBC Section 1704 including State and local amendments and directives of regulatory officials; anticipate the following as a minimum. B. The following Sections contain work for which Quality Control services are required. In addition to work of the Scheduled Sections Quality Control services shall be provided for the Work as directed by Regulatory Authorities having jurisdiction over the Work. 1. Section 05 12 00 Structural Steel 2. Section 14 24 00 Hydraulic Elevators END OF SECTION 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS 071715 CONTRACT DOCUMENTS STRUCTURAL TESTING, INSPECTION, AND QUALITY ASSURANCE SECTION 014501 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: Inspection and testing laboratory services for materials, products, and construction methods as specified hereafter for the work. B. Costs: The costs of the initial services for testing and inspection personnel will be paid by the Owner. If initial tests indicate non-compliance with contract document requirements, any subsequent testing shall be performed by the same personnel and paid for by the contractor. Schedule portions of the work requiring testing and inspections services so as to be continuous and as brief as possible. C. Code Compliance Inspection and Tests: Inspections and tests not specified herein and required by codes and ordinances, or by plan approval authorities, and made by a legally constituted authority, shall be the responsibility of the contractor, unless otherwise specified. 1.3 REFERENCE STANDARDS A. General: Comply with the provisions of the latest versions of the publications listed below except as otherwise shown or specified. B. The Building Code as defined in the Structural Drawings. C. American Institute of Steel Construction (AISC): AISC 341 Seismic Provisions for Structural Steel Buildings, dated March 2005, including Supplement No. 1, dated November 2005. D. American National Standards Institute (ANSI)/American Society for Nondestructive Testing (ASNT): 1. ANSI/ASNT CP-189-1995 2. ANSI/ASNT SNT-TC-1A E. American Society for Testing and Materials (ASTM). The following are specifically referenced for structural steel testing: ASTM A435Standard Specification for Straight -Beam Ultrasonic Examination of Steel Plates 2. ASTM A898Standard Specification for Straight Beam Ultrasonic Examination of Rolled Steel Structural Shapes 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS STRUCTURAL TESTING, INSPECTION, AND QUALITY ASSURANCE SECTION 014501 3. ASTM El 14Standard Practice for Ultrasonic Pulse -Echo Straight Beam Examination by the Contact Method 4. ASTM E164Standard Practice for Contact Examination of Weldments 5. ASTM E329Recommended Practice for Inspection and Testing Agencies for Concrete, Steel and Bituminous Materials as used in Construction 6. ASTM E543Standard Practice for Agencies Performing Non-destructive Testing 7. ASTM E587Standard Practice for Ultrasonic Angle -Beam Examination by the Contact Method 8. ASTM E709Standard Guide for Magnetic Particle Examination 9. ASTM E1212 Standard Practice for Establishment and Maintenance of Quality Control Systems for Non-destructive Testing Agencies 10. ASTM E1444 Standard Practice for Magnetic Particle Examination F. American Welding Society (AWS): 1. AWS D1.1 Structural Welding Code — Steel 2. AWS D1.8 Structural Welding Code - Seismic Supplement 1.4 DEFINITIONS A. Testing Agency refers to the organization or group of organizations responsible for representing the Owner and performing all inspection, testing, and laboratory services as described herein. 1.5 SUBMITTALS A. Testing agency shall submit the following: 1. The qualifications of the testing agency management and personnel designated to the project. 2. The testing agency "Written Practice for Quality Assurance." 3. Qualification records for Inspector and NDT technicians designated for the project. 4. The testing agency NDT procedures, equipment calibration records, and personnel training records. 5. The testing agency Quality Control Plan for the monitoring and control of the testing operations. 6. Welding Inspection Procedures. 7. Bolting Inspection Procedures. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS STRUCTURAL TESTING, INSPECTION, AND QUALITY ASSURANCE SECTION 014501 Shear Connector Stud Inspection Procedures. B. Test and Inspection Reports: The independent testing and inspection agency or agencies will prepare logs, test reports, and certificates applicable to specific tests and inspections and deliver copies distributed as follows: 1 copy to the Owner 1 copy to the Architect 3. 1 copy to the Structural Engineer 4. 1 copy to the General Contractor 5. Copy or copies, as required, to the building department (or as required by the authority having jurisdiction) C. Other tests, certificates, and similar documents shall be obtained by the Contractor and delivered to the Owner and/or Architect in such time as not to delay progress of the work or final payment therefore. D. Laboratory Reports: Furnish reports of materials and construction as required, including: Description of method of test. 2. Identification of sample and portion of the work tested. a. Description of location in the work of the sample. b. Time and date when sample was obtained. C. Weather and climatic conditions at time when sample was obtained. 3. Evaluation of results of tests including recommendations for action. E. Inspection Reports: Furnish "Inspection at Site" reports for each site visit documenting activities, observations, and inspections, including notation of weather and climatic conditions, time and date, conditions and status of the work, actions taken, and recommendations or evaluation of the work. 1.6 QUALITY ASSURANCE A. Qualifications: All inspection and testing required to establish compliance with the contract document requirements, except as may be otherwise specified, shall be made by a prequalified, independent professional testing agency provided, and paid for by the Owner. B. Certification: Product producers and associations, which have instituted approved systems of quality control and which have been approved by document approval agencies, are not required to have further testing. Concrete mixing plants, plants producing fabricated concrete and wood or plywood products certified by the agency, lumber, plywood grade marked by approved associates, and materials or equipment bearing underwriters' laboratory labels require no further testing and inspection. C. Written Practice for Quality Assurance: The testing agency shall maintain a written practice for the selection and administration of inspection personnel, describing the training, 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS STRUCTURAL TESTING, INSPECTION, AND QUALITY ASSURANCE SECTION 014501 experience, and examination requirements for qualification and certification of inspection personnel. The written practice shall describe the testing agency procedures for determining the acceptability of the structure in accordance with the applicable codes, standards, and specifications. The written practice shall describe the testing agency inspection procedures, including general inspection, material controls, visual welding inspection, and bolting inspection. D. Special Inspector Qualifications: All special inspectors shall be trained and competent in accordance with the quality assurance plan. E. Welding Inspector Qualifications: All welding inspectors shall meet the qualification as set forth in AWS D1.1. F. Nondestructive Testing (NDT) Personnel Qualifications: NDT personnel shall be qualified in accordance with AWS D1.8. G. Bolting Inspector Qualifications: Each bolting inspector shall be trained and qualified to inspect bolting operations and high strength bolted connection for compliance with the Research Council on Structural Connections (RCSC) Specification and the Quality Assurance Plan. Competency shall be demonstrated through the administration of a written examination and through the hands-on demonstration by the Inspector of the methods to be used for bolt installation and inspection. 1.7 CONTRACTOR'S RESPONSIBILITY A. General: Coordinate quality control activities to avoid delay and to eliminate any need to uncover work for testing or inspection. B. Access: Furnish free access to the various parts of the work and assist testing and inspection personnel in the performance of their duties at no additional cost to the Owner. C. Data: Furnish records, drawings, certificates, and similar data as may be required by the testing and inspection personnel to assure compliance with the contract documents. D. Notice: Furnish notice to Owner and/or Architect and testing and inspection agency not less than 48 hours prior to any time required for such services. E. Defective Work: Remove and replace any work found defective or not complying with contract document requirements at no additional cost to the Owner. Where testing personnel take cores or cut-outs to verify compliance, repair prior to acceptance. F. Structural Steel: Should any weld or structural connection fail to meet design requirements, provide additional testing for structural connections as directed by the Owner and/or Architect or Structural Engineer. Replace or repair all defective connections as directed. 1.8 TESTING AGENCY SERVICES A. General: Testing agency shall test or obtain certificates of tests of materials and methods of construction, as described herein or elsewhere in the technical specification. The testing agency shall provide the management, personnel, equipment, and services necessary to perform the testing functions as outlined in this section. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS STRUCTURAL TESTING, INSPECTION, AND QUALITY ASSURANCE SECTION 014501 B. Inspection Services: The testing agency will have full authority to see that the work is performed in strict accordance with requirements of the contract documents and the directions of the Owner and/or Architect. C. Welding Procedure Review: The testing agency shall provide a review and approval or rejection of all welding procedures to be used and shall verify compliance with all reference standard requirements. 1.9 TESTS AND INSPECTION REPORTS A. Laboratory Reports: Furnish reports of materials and construction as required, includes description of method of test; identification of samples and portion of the work tested; description of location in the work of the sample, time and date when sample was obtained, weather and climatic conditions at time when sample was obtained, and an evaluation of results of tests including recommendations for action. B. Inspection Reports: Furnish "Inspection at Site" reports for each site visit documenting activities, observations, and inspections. Include notation of weather and climatic conditions, time and date, conditions and status of the work, actions taken, and recommendations or evaluation of the work. Include the following in all structural steel test and inspection reports (include all that apply): a. Welder's certification b. Weld qualification tests C. Visual inspections d. Review of materials testing procedures, including electrodes used, item inspected e. Magnetic particle tests (MP) f. Radiographic tests (RT) g. Ultrasonic tests (UT) h. Liquid Penetrant tests (LP) i. High -strength bolted connection tests 1.10 REPORTING TEST FAILURES A. Immediately upon inspector's determination of a test failure, the inspector shall telephone results to the Contractor, Owner, and Architect. On the same day, the inspector shall distribute written test results. 1.11 TESTING AND INSPECTION A. Structural Steel — General: Mill Certificates: Mill certificates or affidavits and manufacturer's certification shall be supplied to the inspector for verification of steel materials. Testing laboratory shall be notified at least three weeks in advance of fabrication and supplied with the reports so that shop inspection may be performed. 2. General Inspection: a. Testing agency shall be at the fabricator's plant to verify that materials used match the mill tests or affidavits of test reports; that fabrication, welding 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS STRUCTURAL TESTING, INSPECTION, AND QUALITY ASSURANCE SECTION 014501 procedures, surface preparation, and shop painting meet specifications; and that the work in progress conforms with project requirements. b. Testing agency shall visually check fabricated steel delivered to the job to confirm that the work is in compliance with approved shop drawings and shall make any physical tests, measurements, etc., believed to be necessary. C. Testing agency shall witness and report all corrections performed by the steel fabricator occurring on the fabricators own initiative. d. Testing agency shall be present during steel erection at all times. Welding Requirements: Special inspection shall be provided by the testing agency for all welding in accordance with the Building Code. a. Nondestructive testing shall be performed as required by the Building Code and AWS D1.1 as specified herein for all shop and field welds. b. All welds shall be visually inspected. Welds considered suspect shall be further checked by other means deemed necessary by the welding inspector. C. Ultrasonically test 100 percent of all complete joint penetration welds and 100 percent of all partial joint penetration column splice welds with effective throats of 1/2 inch or larger. For partial joint penetration welds, rejection shall not be on the basis of the indication rating from the root area of the weld. d. Ultrasonically test all joints where the base metal is thicker than 1-1/2 inches, when subjected to through -thickness weld shrinkage strains. The joint shall be ultrasonically inspected for discontinuities directly behind such welds after joint completion. e. When ultrasonic indications arising from the weld root cannot be interpreted as either a weld defect or the backing strip itself, the backing strip shall be removed at the expense of the Contractor, and if no root defect is visible, the weld shall be re -tested. If no defect is indicated on this re -test, and no significant amount of weld metal has been removed, no further repair of welding is necessary. If a defect is indicated, it shall be repaired at no expense to the Owner. f. Perform Magnetic Particle (MP) tests of fillet welds larger than 3/8 inch. g. The inspector shall perform magnetic particle testing in accordance with ASTM E709 for any questionable welds. h. See Specification Section 051200, "Structural Steel Framing," for additional test/quality control requirements. 4. Bolting Requirements: All inspection shall conform to the requirements of the current edition of the "Specification for Structural Joints Using ASTM A325 or A490 Bolts." a. For connections using high —strength bolts installed using Load Indicating Washers, the Owner's testing agency need not be present during the entire installation and tightening operation, provided the Owner's testing agency provides the following: 1) Inspection of the surface and bolt type for conformance to plans and specifications prior to the start of bolting. 2) Verification of the minimum specified bolt tensions visually and by using the feeler gauge as "no go" inspection on a few bolts in each connection (10 percent or two bolts, whichever is greater). b. For connection using high —strength tension control bolts, the Owners Testing Agency need not be present during the entire installation and tightening operation, provided the Testing Agency provides the following: 1) Inspection of the surface and bolt type for conformance to plans and specifications prior to the start of bolting. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS STRUCTURAL TESTING, INSPECTION, AND QUALITY ASSURANCE SECTION 014501 2) Visual inspection of 100 percent of the high -strength bolts for properly installed tension. Miscellaneous Metal: Where miscellaneous angles, channels, studs, and similar shapes are detailed for support of major components of the work, the welds, bolts, and material are subject to the same testing requirement as other structural supporting members. B. Drill-In/Power-Driven Anchors: The testing agency shall verify procedures used for installation of all concrete anchors and monitor their installation for compliance with manufacturer's requirements. C. Nonshrink Grout Sampling and Testing: Perform the following services as required to assure compliance with this specification. The Contractor shall notify the Engineer and inspection -testing agency of the brand and type of nonshrink grout in time for approval, sampling, and testing (if required). 2. The Owner's testing agency shall test the grout for strength, height change, and fluidity daily in accordance with ASTM C1107. a. Test specimen (cubes) shall be taken so as to represent as nearly as possible the batch of nonshrink grout from which they are taken. b. Make three test specimens from a batch of nonshrink grout for each period of test or test age. C. An additional test specimen shall be produced should it be necessary to perform further testing. This specimen is to be discarded should the additional testing not be necessary. d. Report exact mix tested, location of nonshrink grout in the work, cube identification, date of receipt of cube in laboratory, and nonshrink grout brand and type. PART 2 - PRODUCTS - NOT APPLICABLE PART 3 - EXECUTION - NOT APPLICABLE END OF SECTION 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS PRODUCT REQUIREMENTS SECTION 01 60 00 - 1 PART1 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: commodities and 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. 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: 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. 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 PRODUCT REQUIREMENTS SECTION 0160 00 - 2 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: Attached to this Section. 1. Acceptance of Substitutions During Bidding: By Addendum. 2. 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. 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 and suitable for the specific application. Universal compatibility between 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 - site storage period, especially for items known or recognized to be flammable, hazardous, and easily damaged. 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. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS PRODUCT REQUIREMENTS SECTION 01 60 00 - 3 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. Visual Matching: Determined by the Architect; request substitution where product is not available that matches the sample satisfactorily and complies with other requirements. C. 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. 1. 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. 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 documents, when the request is timely, fully documented and properly submitted, and when one or more of the following conditions is satisfied, all as judged by the Architect; otherwise the requests will be returned without action except to record non- compliance with these requirements. 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 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS PRODUCT REQUIREMENTS SECTION 0160 00 - 4 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 3.1 INSTALLATION 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. 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 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 PRODUCT REQUIREMENTS SECTION 01600 - 5 SUBSTITUTION REQUEST TO: PROJECT: SPECIFIED ITEM: Section Page Article & paragraph PROPOSED SUBSTITUTION: The Construction Specifications Institute Northwest Region Description 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) Signature Firm Name Address City, State, Zip Date Telephone Fax Attachments: General Contractor (if after award of Contract) 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS For use by A/E Approved Approved as noted Not Approved Received too late B Date Remarks 071715 DELEGATED DESIGN REQUIREMENTS SECTION 01 61 50 - 1 PART1 GENERAL 1.1 SUMMARY A. For certain components of the Work of the Contract the Contractor is required to provide professional engineering design and obtain necessary approval of regulatory agencies. The Contractor shall be responsible for the design, calculations, submittals, and permits, for these Delegated Design components. The Contractor is responsible to submit all Delegated Design documents required for approval by regulatory agencies for each Delegated Design item. B. Architect's Review of Submittals: For compliance with design intent and shall neither lessen nor shift the responsibility from the Contractor, or their lower tier contractor, to the Owner or the Architect. The Owner shall not be responsible to neither pay for costs nor damages due to failure by the Contractor to coordinate delegated design work with the work of the Project. C. Follow the requirements of the Authority Having Jurisdiction over the Work current at the time of submission. The Contractor is responsible to coordinate and submit all material required by the AHJ, so review and processing of submittals and permits will not adversely affect the construction schedule. Each Delegated Design item requiring review by the AHJ must be provided by the Contractor and all fees and costs associated therewith shall be the Contractor's responsibility at no additional cost to the Owner. D. Components of the Work to which delegated design requirements apply: As required in individual technical Sections of the specifications. 1.2 DEFINITIONS A. Delegated Design Work: Design services and certifications provided by a Professional Engineer registered as such in the State where the Project is located related to systems, materials or equipment required for the Work to satisfy design and performance criteria established by the Contract Documents. Delegated Design does not include professional services the Contractor needs to fulfill their responsibilities under the Contract including but not limited to construction means, methods and sequence. B. Seal: Certification that builder design plans, computations and specifications were designed and prepared under the direct supervision of the Architect or Engineer whose name appears thereon. C. Approval Stamp: Certification obtained by the Contractor that the Building Official has reviewed a submittal, and finds it acceptable with respect to applicable regulatory requirements. 1.3 DESIGN REQUIREMENTS A. The Contract Documents indicate the general configuration and the appearance required for the completed work. Details of all conditions are not shown; final resolution of details shall be the responsibility of the Contractor such that the completed installation is durable and complies with the design and performance requirements. Deviations from assembly details indicated shall not alter the appearance of the completed work as determined by the Architect. Complete design of a given assembly including but not limited to modifications to standard components shall be considered within the scope required by the Contract and shall not be used as a basis for Claims or modification to the Contract. 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 DELEGATED DESIGN REQUIREMENTS SECTION 01 61 50 - 2 B. Components and assemblies included in the Delegated Design work that are subject to imposed loads due to gravity, seismic event, wind, or thermal differential shall be engineered by the Contractor to accommodate and resolve each load condition with damage occurring neither to the assembly nor any abutting or adjacent assemblies. Delegated Design work shall conform to the requirements of the 2003 International Building Code with State amendments and directives of Authorities having jurisdiction over the Work. Differential Movement, Expansion, and Contraction: Accommodated to provide optimal performance; prevent stress and deformation of components due thermal differentials. C. Assemblies forming the exterior cladding and enclosure of the building shall function in concert with other components of the total building envelope to provide a contiguous, weather -tight, thermally efficient enclosure. Provide air -barrier, insulation, flashing and other components for each assembly; as a minimum each assembly and the overall integrated exterior enclosure shall achieve the following. 1. Provide thermal efficiency by resisting heat loss and heat gain within the specified performance criteria. 2. Prevent migration of air through the assembly except as controlled by window and door apertures. 3. Effectively control and collect water within the assembly and drain it to the building exterior. Provide for control of water regardless of the source, whether due to environmental conditions, condensation, migration of water from other assemblies or other sources. 4. Integrate water control features within each cladding assembly and with all other types of cladding so as to establish an effective, contiguous system throughout the exterior envelope of the building. D. Coordinate cladding assemblies with supporting building structure and attachments to accommodate deviations due to the combination of allowed fabrication and erection tolerances. The Contractor shall identify interferences resulting from the maximum range and engineer these on the submitted anchorage shop drawings and finished shop drawings for the system. Accommodate standard industry dimensional tolerances for building frame and other adjacent construction and comply with specified tolerance where they are more restrictive. E. Unless otherwise required exterior cladding shall be a pressure -equalized rain -screen cavity design and shall incorporate a weather -resistant air barrier. In certain locations the air barrier shall also serve as a barrier to the transmission of water vapor, otherwise the air barrier shall allow the passage of water vapor through it at a specified rate. Size and configure compartments within rain -screen assemblies to ensure pressure within any compartment is equal to the exterior condition at all times, provide ventilation and drainage of compartments to ensure pressure equalization and allow the controlled drainage of water entering or occurring within the cavity assembly. F. Welds: Conform to AWS Code for Gas and Arc welding in building construction and AWS D1.1 with welding procedure specifications complying with the parameters of the filler -metal manufacturer. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS DELEGATED DESIGN REQUIREMENTS SECTION 01 61 50 - 3 1.4 PERFORMANCE REQUIREMENTS A. Live Load Criteria: Compliance with General Notes on S001, S002, and S003. B. Gravity Loads and Climate Conditions: 2012 IBC with Washington amendments per WAC 51- 50 and to accommodate deade weight of cladding materials and all connecting materials. C. Thermal Cycle: Accommodate movement and stress imparted by a temperature differential of 120 degrees F, from 20 to 140 degrees F. D. Deflection Limit: Not to exceed 0.375 inch nor greater than the length of span divided by 360 l / 360 ) except where more stringent limits are established elsewhere in the Contract Documents. In no case shall deflection be sufficient to cause permanent set, cracking or other damage to a given component and assemblies adjacent to or connect to it. 1.5 SUBMITTALS A. Document compliance with design and performance requirements. Provide calculations, details, fabrication and assembly information, and demonstrate coordination with supporting work and other components to be integrated into Delegated Design Assemblies. Submittals required to be prepared under the control of the Delegated Design Engineer shall bear the professional stamped and signature of the responsible design professional. B. Submittals not stamped and signed by the Delegated Design Engineer, incomplete submittals, and submittals that have not been reviewed by the Contractor will not be reviewed by the Architect. C. Delegated Design Summary Sheet: List entities to whom the Contractor has delegated Delegated Design responsibilities and the registered engineers' name and contact information. D. Delegated Design Documents: Prepared under the direct supervision and control of the Delegated Design Engineer for the subject work, who shall stamp and sign drawings, calculations and other documentation as required. Provide all documentation necessary for complete and concise documentation for the Delegated Design work. Show all members, dimensions, connections, materials used. Indicate how the component or assembly is attached to the main structure, reactions associated with those connections. 1. Shop drawings and erection drawings are not acceptable as Delegated Design drawings. E. Two sets of calculations including criteria, design assumptions, substantiating computations and such additional data sufficient to show the correctness of the documentation and compliance with the International Building Code with State amendments and other regulations. F. Pressure -equalized Rain Screen Assemblies: Provide diagram of pressure equalized compartments and tabulation of pressure differential on the face of the panel system at the center of each compartment. 1.6 QUALITY ASSURANCE 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS DELEGATED DESIGN REQUIREMENTS SECTION 01 61 50 - 4 A. Delegated Design Submittals: Approved by Regulatory Authorities and the Architect prior to starting fabrication of the work regardless of whether a building permit has been previously issued. B. Where the Contractor is required to provide services of a licensed design professional the Contract Documents will establish design and performance criteria the work must satisfy. The Owner and the Architect shall be entitled to rely upon the adequacy, accuracy and completeness of the services provided as demonstrated by the stamp and signature of the design professional providing the service. C. Except for field quality assurance testing specified to be performed by the Owner, provide laboratory and field tests to establish performance characteristics of Delegated Design work at no additional Cost to the Owner. PART 2 Products - Not Used PART 3 EXECUTION 3.1 SCHEDULE A. The following Sections contain requirements for Delegated Design components. 1. Section 05 40 00 Structural Metal Framing 2. Section 05 50 00 Metal Fabrications 3. Section 07 41 00 Metal Roof and Wall Panels 4. Section 08 81 00 Glass and Glazing 5. Section 08 92 00 Glazed Aluminum Curtainwall END OF SECTION 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS CUTTING AND PATCHING SECTION 0173 30 - 1 PART1 GENERAL 1.1 SUMMARY A. Section Includes: Requirements for cutting of new and existing construction to provide for access, inspection, and performance of the Work, and subsequent fitting and patching to restore the appearances of cut areas. Cutting and patching of Work during manufacture of products, and initial fabrication is not Work of this Section. Requirements of this Section may also be applied to other classes of work having a similar need for alteration and repair of in - place construction such as termination of selective demolition. 1.2 SYSTEM DESCRIPTION A. Design Requirements: Cutting and patching shall adversely affect neither the physical nor aesthetic characteristics of assemblies and finishes affected by work of this Section as determined by the Architect. Completed patching work shall provide a uniform appearance without evidence of repair. Where the Work is to be cut and patched, comply with Contract Document requirements for each component and the overall assembly. B. Performance Requirements: Remedial work shall conform to load requirements and meet or exceed the physical characteristics of the work it replaces and be compatible with the adjacent materials and assemblies. 1.3 SUBMITTALS A. Procedural Proposal for Cutting and Patching: Where prior approval of cutting and patching is required, and when directed for other work, submit procedures proposed for cutting and patching well in advance of the time work will be performed and request approval to proceed. Include the following information, as applicable, in the submittal. 1. Describe nature of the work and how it is to be performed, indicating why cutting and patching cannot be avoided. Describe anticipated results of the work in terms of changes to existing work, including structural, operational and visual changes as well as other significant elements. 2. List products to be used and firms that will perform cutting and patching. Confirm all requirements necessary for the preservation of existing warranty coverage including but not limited to qualifications for who may perform cutting and patching work. 3. State dates when work is expected to be performed. 4. List utilities that may be disturbed, relocated, temporarily out -of -service and otherwise be affected; indicate how long utility service will be disrupted. 5. Where structural work will be altered, submit details and engineering calculations to document that there is no adverse affect upon performance of the remaining structure. 6. Approval by the Architect to proceed with cutting and patching work does not constitute acceptance of remedial and replacement work. 1.4 QUALITY ASSURANCE A. Employ skilled workers having minimum of five years experience with assemblies and materials similar to cutting and patching Work required for this Project. B. Utilize means and methods to maintain existing warranties. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS CUTTING AND PATCHING SECTION 0173 30 - 2 C. Before cutting and patching the following categories of work, obtain the Architect's approval to proceed as required in the procedural proposal for cutting and patching. 1. Primary Structural Components: Girders, beams, joists, columns, piers, bearing walls, foundations, etc. 2. Secondary Structural Components: Lintels, equipment supports, decking, stair systems, retaining walls, etc. 3. Weatherproof Enclosures: Roofing, flashing, curtain walls, exterior doors and windows. 4. Mechanical, electrical, communication, and conveying systems. 5. Primary operational systems and equipment including noise and vibration control elements and systems. 6. Other work as directed. PART PRODUCTS 2.1 MATERIALS A. Unless otherwise indicated or directed provide Work identical to adjacent and similar assemblies as determined by the Architect. When identical materials are not available, or cannot be used, use materials matching existing adjacent and similar surfaces to the fullest extent possible with regard to visual effect and physical characteristics. PART 3 EXECUTION 3.1 INSTALLATION A. Verification of Conditions: Examine materials, assemblies and conditions under which the work is to be performed. Before proceeding with cutting and patching, and as necessary in the course of the work, correct conditions that may jeopardize the integrity and appearance of existing and remedial work. 3.2 PREPARATION A. Protection: Prevent damage to Work during cutting and patching. Protect from weather Work exposed to the exterior by cutting and patching operations. Provide temporary shoring and bracing to maintain existing position and prevent movement of Work. B. Do not cut existing mechanical systems and utilities until provisions to maintain service are in place. C. Where possible, review proposed procedures with the original installer and comply with original installer's recommendations. 3.3 CUTTING A. Cutting: Use methods least likely to damage work to be retained and adjoining work. Make penetrations neatly, to sizes required, 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 concealed surfaces. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS CUTTING AND PATCHING SECTION 0173 30 - 3 1. Cutting of Concrete and Masonry: Use caw or other acceptable cutting tool leaving a clean regular edge, impact tools are not acceptable. Contain dust, water and other waste generated by cutting activity. Mitigate noise, vibration and other nuisances as required to prevent adverse impact to Owner's occupancy. B. Utility Services to be Abandoned In -place: As a minimum cap, valve, and seal remaining portion of cut and, prevent entrance of moisture and foreign matter. 3.4 PATCHING A. Seams: Durable without change of texture, plane, and profile in finished Work. Restore exposed finishes of patched areas and where necessary extend finish restoration into retained adjoining work in a manner which will eliminate evidence of patching and refinishing. 1. Where repair occurs in a smooth finished surface or may otherwise create a detectable extend repair to natural break to eliminate appearance of patch. B. Floor, Wall, and Ceiling Surfaces: Patch and repair provide 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. C. Where partitions are removed, patch floors, walls, and ceilings, with finish materials to match existing. D. Appurtenances : Convenience outlets, switches, fixtures and similar components removed from assemblies to remain. Repair and patch framing, backing materials and finishes cut, altered and damaged in conjunction with removal work. E. Tolerances: In addition to performance requirements of this Section, comply with tolerances specified in individual technical Sections for repair of specific assemblies and materials. 3.5 TRANSITION BETWEEN IN -PLACE AND REMEDIAL WORK A. When new work abuts or finishes flush with existing work, make a smooth and workmanlike transition. Patched work shall match existing adjacent work in texture and appearance so that the patch or transition is invisible. B. When finished surfaces are cut in such a way that a smooth transition with new work is not possible, terminate existing surface in an approved manner at a natural line of division, and provide trim appropriate to finished surface. 3.6 CLEANING A. Clean areas and spaces where work is performed and used for access to work. Remove paint, mortar, oils, putty and items of similar nature. Clean ducts, pipes, conduit and similar features before finishes are applied. Restore damaged pipe covering to its original condition. 1. Remove dirt and debris from concealed areas exposed by cutting and patching work regardless of whether the area will be left exposed or concealed when work is completed. END OF SECTION 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS CLOSEOUT PROCEDURES SECTION 01 77 00 - 1 PART1 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 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 or a series of time periods for individual elements of the Work as identified in the Contract Documents. 2. Final Acceptance: Subsequent to Substantial Completion; a single time period for the entire Contract including phases or parts as acceptable. 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. 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, property survey, and similar final record information. 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. 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 CLOSEOUT PROCEDURES SECTION 01 77 00 - 2 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. 11. 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. 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. 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 Architect's 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 final meter readings for utilities, a measured record of stored fuel, and similar data either as of the date of substantial completion, or else when the Owner took possession of and responsibility for corresponding elements of the Work. 5. Submit consent of surety, and final waiver of lien. 6. 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. 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. 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. 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 CLOSEOUT PROCEDURES SECTION 01 77 00 - 3 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 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. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS CLOSEOUT PROCEDURES SECTION 01 77 00 - 4 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. 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 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. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS CLOSEOUT PROCEDURES SECTION 01 77 00 - 5 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 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 STRUCTURAL STEEL FRAMING SECTION 051200 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Features: Structural steel fabrication and erection required for completion of the work. 1.3 REFERENCE STANDARDS A. General: Comply with the provisions of the latest versions of the publications listed below except as otherwise shown or specified. B. American Institute of Steel Construction (AISC): 1. AISC Steel Construction Manual 2. AISC 303 Code of Standard Practice for Steel Buildings and Bridges, as modified herein 3. AISC 341 Seismic Provisions for Structural Steel Buildings. 4. AISC 360 Specifications for Structural Steel Buildings C. American Society for Testing and Materials (ASTM): 1. ASTM A6 General Requirements for Rolled Steel Plates, Shapes, Sheet Piling, and Bars for Structural Use 2. ASTM A36 Structural Steel 3. ASTM A53 Standard Specification for Pipe, Steel, Black and Hot -Dipped, Zinc - Coated, Welded and Seamless 4. ASTM A123 Zinc (Hot -Dip Galvanized) Coatings on Products Fabricated from Rolled, Pressed, and Forged Steel Shapes, Plates, Bars and Strip 5. ASTM A307 Carbon Steel Externally and Internally Threaded Standard Fasteners 6. ASTM A325 High -Strength Bolts for Structural Steel Joints 7. ASTM A441 High -Strength, Low -Alloy Structural Manganese -Vanadium Steel 8. ASTM A490 Quenched and Tempered Alloy Steel Bolts for Structural Steel Joints 9. ASTM A500 Grade B Cold -Formed Welded and Seamless Carbon Steel Structural Tubing 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS STRUCTURAL STEEL FRAMING SECTION 051200 10. ASTM A501 Hot -Formed Welded and Seamless Carbon Steel Structural Pipe 11. ASTM A572 High -Strength Low -Alloy Columbium -Vanadium Steels of Structural Quality 12. ASTM A588 High -Strength Low -Alloy Structural Steel with 50,000 PSI Minimum Yield Point to 4-Inch Thickness 13. ASTM A913 High -Strength Low -Alloy Steel Shapes of Structural Quality, Produced by the Quenching and Self -Tempering Process (QST) 14. ASTM A992 Standard Specifications for Steel for Structural Shapes for Use in Building Framing 15. ASTM F959 Compressible -Washer -Type Direct Tension Indicators for Use with Structural Fasteners 16. ASTM F1852 Standard Specifications for "Twist Off' Type Tension Control Structural Bolt/Nut/Washer Assemblies 17. ASTM F2280 Standard Specification for "Twist Off' Type Tension Control Structural Bolt/Nut/Washer Assemblies, Steel, Heat Treated, 150 ksi Minimum Tensile Strength D. American Welding Society (AWS): 1. AWS A2.4 Welding Symbols 2. AWS A3.0 Terms and Definitions 3. AWS A5.1 Specifications for Mild Steel Covered Arc Welding Electrodes 4. AWS A5.5 Specification for Low -alloy Steel Covered Arc Welding Electrodes 5. AWS A5.17 Specification for Carbon Steel Electrodes and Fluxes for Submerged Arc Welding 6. AWS A5.20 Specification for Carbon Steel Electrodes for Flux Cored Arc Welding 7. AWS A5.23 Specification for Low -Alloy Steel Electrodes and Fluxes for Submerged Arc Welding 8. AWS D1.1 Structural Welding Code - Steel 9. AWS D1.4 Reinforcing Steel Welding Code, including Metal Inserts and Connections in Reinforced Concrete 10. AWS D1.8 Structural Welding Code - Seismic Supplement E. Research Council on Structural Connections (RCSC): 1. RCSC Specification for Structural Joints Using High -Strength Bolts 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS STRUCTURAL STEEL FRAMING SECTION 051200 1.4 STRUCTURAL DRAWINGS A. The Contract Documents are complementary. The Structural Drawings shall not be considered a stand-alone document. The Contractor shall use the Structural Drawings in conjunction with all of the Contract Documents, including but not limited to the Architectural, Civil, Mechanical, and Electrical Drawings. Locations of steel members not provided in the Structural Drawings shall be determined from these other Drawings. B. Delete Sections 2.1 and 2.2 from AISC 303 and replace with the following: 2.1 Definition of Structural Steel Structural Steel shall consist of the elements of the structural frame that are shown and sized in the structural Design Drawings. 2.2 Other Steel, Iron, or Metal Items Structural Steel shall not include other steel, iron, or metal items that are not shown and sized in the structural Design Drawings. C. Section 3.1 and 3.2 from AISC 303 pertaining to the accurate dimensioning of structural steel shall be subject to the following additional requirements: Dimensions and locations of steel framing shall be determined from the Structural Drawings as well as all other construction documents, including but not limited to the Architectural and MEP Drawings. It shall be the Contractor's responsibility to coordinate the dimensions of the structural steel between all of the construction documents. D. Section 4.4 from AISC 303 pertaining to Approval shall be subject to the following additional requirements: The review of submitted shop erection drawings will be in accordance with Division 1. 2. Submitted shop and erection drawings may not necessarily be individually annotated as approved or subject to corrections. The submittal as a whole will be noted by the Structural Engineer as "No Exceptions Taken," "Make Corrections Noted," "Revise and Resubmit," or "Not Reviewed." Correction notations specific to each piece will be noted. 1.5 QUALITY ASSURANCE A. Fabricator/Erector: Must have plant, facilities, and personnel sufficient to fabricate and/or erect structural steel indicated on the drawings. Must have minimum of 5 years experience with a record of successful in-service performance and be able, upon request, to show framing of size, materials, and scope similar to work of this contract. Must demonstrate sufficient production capacity to provide structural steel indicated on the drawings. B. Material: Provide only structural steel certified as conforming with specified requirements and fabricate specifically to the requirements of this contract. Material that does not conform to the requirements of this contract may be rejected at any time. C. Charpy V-Notch Testing: Testing shall be in accordance with ASTM A6, Supplement S30, where this testing is specifically required. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS STRUCTURAL STEEL FRAMING SECTION 051200 D. Allowable Tolerances: Unless otherwise specified or noted on drawings, provide structural steel work in accordance with the following minimum tolerances: Fabrication Tolerances: In accordance with requirements of AISC specification unless noted otherwise and as required to maintain the erection tolerances specified herein. 2. Erection Tolerances: In accordance with requirements of AISC. The Contractor alone shall be responsible for the correct fitting of all structural members and for the elevation and alignment of the finished structure. Any adjustment necessary in the steel frame because of discrepancies in elevations and alignment shall be the responsibility of the Contractor. E. Connection Identification: Each person installing connections shall be assigned an identifying symbol or mark, and all shop and field connections shall be so identified so that the Owner's Testing Agency can refer to the person making the connection. F. Test and Inspections: Work is subject to special testing and inspection. Refer to Section 014501, "Structural Testing, Inspection, and Quality Assurance." The Fabricator/Erector shall provide the Owner's Testing Agency and the Architect/Engineer access to places where material is being fabricated/erected. Notice shall be given for joints requiring inspection for proper end preparation, root opening, etc., prior to welding. G. Engineering by Contractor: The Contractor shall engage a structural or civil engineer, licensed in the state where the project exists, to review and design, where needed, for the support of hoisting equipment, welding machines, and other construction imposed loads, for the stacking of materials such as steel decking, etc., for temporary bracing, shoring, and other safety related construction procedures where required, and for construction conditions not conforming to the Structural Drawings. It is the Contractor's responsibility to obtain and pay for such engineering services. H. Welder Qualifications: Each welder performing work on this project shall be qualified before commencement of welding on this project in accordance with the American Welding Society, AWS D1.1, and the Washington Association of Building Officials (WABO). Copies of each welder's qualification records shall be made available to the Architect and Owner's Testing Agency for review. Inspections: A qualified inspector under the requirements of the building code shall continuously inspect field welds. J. Bolting Quality Assurance: The bolt supplier shall visit the project site or fabrication plant if bolt installation is to be performed during the bolting start-up to demonstrate proper installation procedures and verify inspection procedure with the Contractor, Erector, and the Owner's Testing Agency. The Contractor shall distribute written verification of the visit to the attending parties, Owner, Architect, and Owner's Structural Engineer. K. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section. L. Pre -Construction Conference: Schedule a job conference to review the Structural Documents prior to development of shop drawings. The conference shall be attended by all pertinent parties, which is, at a minimum, to include the Fabricator, Erector, Contractor, Owner's Testing Agency, and Structural Engineer. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS STRUCTURAL STEEL FRAMING SECTION 051200 1.6 SUBMITTALS A. Submit the following in accordance with Section 013300, "Submittal Procedures." B. Shop Drawings: Submit shop drawings for review prior to commencing any fabrication of structural steel. Show framing layout, dimensions, connections with adjoining materials and construction, finishes, welds, bolts and fasteners, anchoring, and all fabrication or erection accessories required. 2. Specify field welds, cuts, holes, and fasteners. 3. Verify all dimensions and correlate with adjoining construction and materials. 4. Indicate size, type, and grade of all members. 5. Include with each detail shown on the shop drawings a reference to the Architect's and Engineer's drawings and details, where applicable. 6. Prior to shop drawing submittal, the Contractor and Fabricator shall review the drawings for obvious drafting and detailing errors. C. One month prior to commencing fabrication, submit Fabricator's quality assurance procedures to the Architect, Engineer, Owner, and Owner's Testing Agency. D. Indicate welded connections on shop drawings using standard AWS welding symbols. Show all welded connections with details showing size, length, location, and type of welds. E. Mill Reports: Submit three copies of certified mill reports indicating heat and melt numbers of steel. Mill reports are to be submitted for record only and will not be reviewed: If test reports are not submitted or test reports cannot be identified with material proposed for use in the work, then secure and perform structural tests on 5% of all such unidentified steel. 2. Contractor shall furnish all such material for testing and pay for all such tests. 3. Furnish Owner, Architect, and Structural Engineer certified copies and Fabricator one certified copy of all test reports. F. Inspection Test Reports: Upon request, submit to Architect copies of Contractor's ultrasonic testing reports. G. Placement Plans: Submit placement plans and details as required for the satisfactory placing, connection, and anchorage of all structural members. H. Survey Reports: Promptly submit an accurate survey of actual elevations and locations of base plates and anchor bolts, and alignments as well as elevations of all steel as noted on the drawings. The report shall specify that the location of the structural steel is acceptable for plumbness, level, and alignment within the specified tolerances. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS STRUCTURAL STEEL FRAMING SECTION 051200 Certification: Submit manufacturer's certified test reports on load indicator washers and/or tension control bolts on at least three samples from each heat supplied to conform to tolerance range. Welding Procedures: For welded joints prequalified and non-prequalified by AWS D1.1, submit a description of welding procedures proposed for use on structural steel a minimum of one month prior to use. Furnish joint welding procedure qualification tests as required by AWS D1.1 for non-prequalified welded joints. Welding procedures shall be reviewed by the Owner's Testing Agency, and an approved copy shall be forwarded to the Structural Engineer. K. Manufacturer's Certification is required as follows: 1. Bolts, Nuts and Washers: Furnish complete manufacturer's mill test reports conforming to ASTM A325, Type 1, or ASTM A490. Markings and chemistry must also comply with the specification. Certification numbers must appear on product containers and correspond to certification numbers on mill test report to be accepted. Mill test report must be supplied to both purchaser and Owner's Testing Agency. 2. Filler material for welding. L. Erection Plan: Submit a comprehensive erection plan including sequencing, crane requirements, means and methods, temporary shoring and bracing, safety procedures, etc. The erection design and calculations shall be prepared by a structural engineer, licensed in the state of the project. The erection plan is to be submitted solely for the purpose of confirming that the Contractor has complied with the specification requirements to prepare an erection plan. The erection plan will not be reviewed. M. Product Data: For shop primers, include manufacturer's technical information including basic materials analysis and application instructions. 1.7 DELIVERY, STORAGE, AND HANDLING A. Comply with the requirements of the general conditions and of ASTM A6, including the following. B. Store materials in a manner to permit easy access for inspection and identification. Keep steel members off the ground, using pallets, platforms, or other supports. 2. Protect steel members and packaged materials from corrosion and deterioration. C. Do not store materials on the structure in a manner that might cause distortion or damage to the members of the supporting structures. Repair or replace damaged materials or structures at no additional cost to the Owner. D. Columns, beams, girders, and other members that are to receive sprayed -on fireproofing shall be free of loose rust, heavy mill scale, oil, dirt, or other foreign substances prior to application of fireproofing materials. E. All fasteners shall be stored and protected in accordance with the current requirements of the "Specification for Structural Joints using ASTM A325 or A490 Bolts." 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS STRUCTURAL STEEL FRAMING SECTION 051200 1.8 JOB CONDITIONS A. Temporary Bracing: Temporary bracing and guylines shall be provided to adequately protect all persons and property and to ensure proper alignment. B. Temporary Floors: All temporary flooring, planking, and scaffolding necessary in connection with the erection of the structural steel or support of erection machinery shall be provided. The temporary floors or use of steel decking shall be as required by law and governing safety regulations. The reduced load capacity of members and assembly, especially the floor and roof beams and girders due to their unbraced condition prior to welding of steel deck and completion of concrete slabs, is hereby noted and shall be considered. C. Holding and Protection: In assembling and during welding, the component parts shall be held with sufficient clamps or other adequate means to keep parts straight and in close contact. In welding, precautions shall be taken to minimize "lock -up" stress and distortion due to heat. In windy conditions, welding shall be done only after adequate wind protection is furnished and set up and as specified in the AWS. PART 2 - PRODUCTS 2.1 MATERIALS AND COMPONENTS A. Carbon Steel and High -Strength Low -Alloy Steel: Provide steel shapes, plates, and bars of structural quality, sizes, and standards noted on drawings for use in welded and bolted construction. Steel manufactured by the acid bessemer process shall not be used for structural purposes. Steel that, in the opinion of the Owner's Testing Agency, is badly corroded or physically damaged shall not be incorporated in the work until the Owner's representatives, Contractor, Erector, and Fabricator have agreed to allow the installation. B. Standard Fasteners: Low -carbon steel externally and internally threaded fasteners conforming to requirements of ASTM A307, Grade A. Provide hexagonal heads and nuts for all connections. Include lock washers under nuts or self-locking nuts. C. High -Strength Fasteners: Quenched and tempered steel bolts and nuts conforming to requirements of ASTM A325 or ASTM A490. Provide heavy hexagonal head bolts and nuts, and hardened steel washers. 2. Load indicator washers conforming to ASTM F959 or tension control bolts conforming to ASTM F1852 or ASTM F2280 shall be used. 3. Any proposed substitutions must have documentation submitted for review and approval of the Structural Engineer one month prior to construction. 4. Acceptable tension control bolt suppliers shall be Lejuene Bolt Company/Lakeview, Minnesota, and Bristol Industries/Brea, California, or approved equal. D. Weld Electrodes: See AWS D1.1 and AWS D1.8 for requirements. See Structural General Notes for filler metal Charpy V-notch impact toughness requirements. E. Drilled -in -Concrete Anchors: Refer to structural drawings. F. Grout: Refer to Structural General Notes. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS STRUCTURAL STEEL FRAMING SECTION 051200 G. Other Materials: Provide all incidental and accessory materials, tools, methods, and equipment required for fabrication and erection of structural steel framing as indicated on drawings. Provide other materials, not specifically described but required for a complete and proper installation, as selected by the Contractor subject to the approval of the Architect. H. General: Miscellaneous materials or accessories not listed above shall be provided as specified herein under the various items of work and as indicated on the drawings or required for good construction practice. 2.2 FABRICATION A. Fabricate all steel in accordance with requirements of AISC specifications and in accordance with details indicated on the drawings or as approved on shop drawings. Identify all steel at mill showing ASTM standard grade. 2. Identify each piece with an erection mark corresponding to identifications noted on erection drawings. B. Materials shall be properly identified with an erection mark corresponding to identifications noted on erection drawings and match -marked where field assembly requires. The sequence of shipments shall be such as to expedite erection and minimize the field handling of material. C. Cutting: All holes and openings must be approved by the Owner's Structural Engineer. Do no flame cutting by hand of openings greater than 1/2 the depth of the member, unless approved by the Engineer. 2. All flame -cut holes shall be smoothed by chipping, planing, or grinding members to required AISC tolerances. 3. Sharp bends or kinks will not be allowed. 4. Flame cutting by hand will not be allowed for holes at connections. D. Milled Surfaces: All milled surfaces shall be completely assembled or welded before milling. Milled surfaces are to provide full contact bearing for the entire cross section. E. Beams, girders, and trusses shall be upward cambered where indicated on the drawings. For beams, girders, and trusses without specified cambers, fabricate members so that after erection, any minor camber due to rolling or fabrication is upward. F. Connections Designed on the Structural Drawings: The Contractor shall not deviate from these designs unless approved by the Architect and Engineer. 2. Connections shown on the drawings may eliminate certain methods of erection. 3. If the Contractor elects a method of erection that requires a change of some of the connections, it must be approved by the Architect and Engineer. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS STRUCTURAL STEEL FRAMING SECTION 051200 G. Welding processes other than shielded metal arc, flux core arc, and submerged arc may be used, provided procedure qualification tests in accordance with the American Welding Society are made for the intended application of all such processes. H. Types of Welds: Required weld types are indicated by symbols on drawings; characteristics of welds shall be in accordance with standard specifications or codes as applicable; each welder shall mark his identification symbol on his work. Preparation of Steel Surfaces to be Welded: Prepare edges to be joined by welding as indicated on drawings and in accordance with AWS D1.1. All welds are to be made to clean steel. Remove all coatings, galvanizing, grease, scale, rust, and other foreign matter at locations that are to be welded in accordance with AWS D1.1. The toughness and notch sensitivity of the steel shall be considered in the formation of all welding procedures to prevent brittle and premature fracture during fabrication and erection. K. Detailing of connections, welding sequences, and preheat methods shall be such as to minimize restraint and the accumulation and concentration of through thickness strains due to weld shrinkage. L. At welded joints that are not hidden by architectural finish materials, remove projecting ends of runoff tabs, backer bars, and any other erection aids, and grind flush with edges of plates. M. Cleaning of Steel Surfaces: Clean all surfaces of oil, grease, loose rust, loose mill scale, and other foreign matter present in sufficient quantities to impair bond of spray fireproofing or other specified coatings. N. Galvanization: All steel shall be galvanized in accordance with specification Section 055000. O. Temperature Effects: Fabrication shall take into consideration all temperature effects relevant to the fabrication, erection, and final condition of the structural frame. Fabrication shall consider that the temperatures which the frame members are subjected to during fabrication, erection, and in their final condition may be significantly different and shall make any adjustments necessary to facilitate proper erection of the frame. P. If the Contractor elects a method of erection that requires a change of some of the connections, or otherwise wishes to use alternate connections, the alternate connections must be reviewed and approved by the Architect. The design of all alternate connections is the responsibility of the Contractor. The Contractor shall retain a licensed structural engineer registered in the state where the project is located to prepare details and calculations, which shall be submitted for review and approval by the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions are corrected. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS STRUCTURAL STEEL FRAMING SECTION 051200 3.2 ERECTION A. General: Erect structural steel framing in accordance with governing codes and specifications. Conform to configurations and connections as shown in the documents. B. Shoring and Bracing: Provide temporary shoring and bracing members as required and according to the AISC Code of Standard Practice as well as any applicable Local, State, or Federal requirements. The design of the shoring and bracing is the responsibility of the Contractor. The determination of the timing of the installation and removal of the shoring and bracing elements is strictly the responsibility of the Contractor. C. Column Base and Bearing Plates: Align attached column bases and bearing plates for beams and similar structural members. Set loose column bases and bearing plates. Grout solid with non -shrink grout as specified. D. Field Assembly: Accurately assemble structural framing to lines and elevations indicated within specified or noted tolerances. 1. Align and adjust various members of framing system prior to fastening. 2. Prior to assembly, clean bearing surfaces and surfaces that will be in permanent contact. 3. Splice structural members only where indicated or where approved. 4. Cut holes by drilling only. 5. Fasten splices of compression members after bringing abutting surfaces completely into contact. 6. Make all field connections by high -strength bolting or welding, unless otherwise noted. 7. Unless noted otherwise, tighten and leave erection bolts in place after welding. Where high -strength bolts are required, provide identified and marked bolts. 8. Do not field cut or alter structural members without the written approval of the Structural Engineer. 9. Do not use gas -cutting torches for correcting fabrication errors in structural framing. 10. Finish gas -cut sections equal to a sheared appearance. E. Furnish shim plates or develop fills where required to obtain proper fit and alignment. F. Non -Fusible Backing Materials: The use of non -fusible backing materials, including ceramic and copper, in accordance with the structural notes, is permitted only with satisfactory welder qualification testing performed using the type of backing proposed for use, using the test plate shown in AWS D1.1, Figure 4.21, except that groove dimensions shall be as provided in the weld procedure specification. Welders using these backings shall be prequalified per AWS. G. Connections: No welding or bolting shall be done until as much of the structure as will be stiffened by the welding or bolting has been properly aligned. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS STRUCTURAL STEEL FRAMING SECTION 051200 H. Drift pins shall not be used to enlarge unfair holes in main material. Holes that must be enlarged shall be reamed up to a maximum of 1/16 inch larger to admit bolts. Burning, drifting, and reaming may be used to align unfair holes in members only after approval by the Owner's Structural Engineer. Mutilate threads or use lock nuts for unfinished bolts to prevent nuts from backing off. Draw unfinished bolt heads and nuts tight against the work. J. Establish required leveling and plumbing measurements on the mean operating temperature of the structure of 65°F unless noted otherwise. Make allowances for differences between temperature at time of erection and mean temperature at which the structure will be maintained when completed and in service. K. The steel erector shall leave the steel clean of oil or other contaminants as outlined under Part 2 of this Specification. Touch-up Priming: Immediately after erection, clean field welds, bolted connections, and abraded areas of the shop primer. Apply primer to exposed area with the same material as used for shop priming. Apply by brush or spray to provide a minimum dry film thickness of 1.5 mils. 3.3 ERECTION TOLERANCES AND SURVEY A. Plumb, level, and align individual pieces in accordance with the requirements of the "AISC Code of Standard Practice for Steel Buildings and Bridges." B. Field Survey: Make an accurate survey of alignments and elevations of all steel members as noted on the drawings. During construction of the steel frame, the Contractor shall survey the column locations and splice elevations as each column tier is erected. Submit survey reports indicating this information within 24 hours for review prior to erecting the subsequent tiers. 2. Permanent benchmarks shall be established by a registered professional engineer employed by the Contractor in accordance with the requirements of contract documents. 3. Should locations vary beyond the allowable tolerances, notify the Architect/Engineer and take necessary corrective measures and modify details and/or procedures as required and approved. 3.4 HIGH -STRENGTH BOLT INSTALLATION A. General: Supply and install all high -strength bolts, nuts, and washers in conformance with the requirements of the current edition of "Specification for Structural Joints using ASTM A325 or A490 Bolts," except that the installation of "turn -of -nut tightening" will not be accepted. All high -strength bolts, both friction and bearing type, shall be installed in accordance with Paragraph 8(d)(4), "Direct Tension Indicator Tightening," unless noted otherwise on the drawings. 2. Load -indicator washers (LIW) or tension control bolts (TCB) shall be used as the authorized direct tension indicator. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS STRUCTURAL STEEL FRAMING SECTION 051200 3. Load -indicator washers per ASTM F959 shall be supplied and installed in accordance with the manufacturer's written procedures. 4. Tension control bolts shall be supplied and installed providing shearing of the bolt tip in accordance with ASTM F1852 and in accordance with the manufacturer's written procedures. END OF SECTION 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS STRUCTURAL METAL FRAMING SECTION 05 40 00 - 1 PART1 GENERAL 1.1 SUMMARY A. Section includes requirements for cold formed metal framing systems having 14 and 16 gage components. 1.2 SYSTEM DESCRIPTION A. Design Requirements: For assemblies where complete structural information is not provided in the documents, the final design is Contractor's responsibility. Conform to design intent of the Contract Documents. Structural Properties: Compute in accordance with AISI "Specification for Design of Cold - Formed Steel Structural Members". B. Performance Requirements: Comply with criteria included in General Structural Notes on S series drawings. Deflection: When exposed to 1.5 times required total live and dead loads; Less than U600 at exterior framed walls but in no case more than 0.3 inch, and G/ 360 for horizontal members. 1.3 SUBMITTALS A. Product Data: Submit manufacturer's product information and installation instructions for each item of light gage framing and accessories. B. Shop Drawings: Stamped by Registered Structural Engineer in the state where the Project is located, include calculations and the following. 1 Member gages, spacing and sizes. 2. Shop and field assembly details including cuts and connections. 3. Type and location of welds, bolts and fastening devices. 4. Supplemental strapping, bracing, splices, bridging, accessories, and details required for proper installation. 5. Coordination details for related, supported or adjoining work. PART PRODUCTS 2.1 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 16 gage, provide heavier gages where required; ASTM A 1008 structural quality steel sheet; with ASTM A 653 G90 galvanized coating. 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS 071715 CONSTRUCTION DOCUMENTS STRUCTURAL METAL FRAMING SECTION 05 40 00 - 2 1. Studs: ASTM C 955; Manufacturer's standard load -bearing "C"-shaped 14 and 16 gage steel studs of with 1.625 inch flange and a flange return lip; stud size and interval indicated. 2. Tracks: Manufacturer's standard C-shape sections of size indicated, 14 and 16 gage components as indicated. 3. Edge -of -Slab Stud Clips: Cold -formed galvanized steel; DriftClips DSLB by the Steel Network Inc., California Metal System, Inc. or equal. C. Accessories: Galvanically compatible with the materials fastened. 1. Track Gasket: Compressible, closed -cell strip of polyethylene or polystyrene to isolate metal track from concrete slab; Owens Corning FoamSealR, Dow Sill Gasket, or equal. Gasket at fire rated partitions shall comply with Section 07840 Firestopping requirements. 2. Steel Clips: ASTM A 36/A 36M, zinc coated by hot -dip process according to ASTM A 123. 3. Anchor Bolts: ASTM F 1554, Grade suited to application required, threaded carbon -steel bolts and carbon -steel nuts; and flat, hardened -steel washers; zinc coated to ASTM A 153 Class C. 4. Screws: Organic polymer coated steel having a salt -spray resistance to red rust of more than 800 hours per ASTM B 117, size and length as required for Project specific applications. 5. Power -Actuated Anchors: For application required, fabricated from corrosion -resistant material, with capability to sustain, without failure, a load equal to 10 times design load, as determined by testing per ASTM E 1190 conducted by a qualified independent testing agency. 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 typing 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. Furnish inserts, and imbeds to other trades for installations well in advance of time needed for coordination with other work. 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS 071715 CONSTRUCTION DOCUMENTS STRUCTURAL METAL FRAMING SECTION 05 40 00 - 3 B. Runner Tracks: Continuous sized to match studs, accurately align base and top of studs. 1. Anchors: 24 inches center -to -center spacing for nail or powder -driven fasteners, 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. 1. Edge -Of- Slab: Provide specified clips as required. 2. Support elevator hoistway door frames independently of drywall shaft framing system unless otherwise acceptable. 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. 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, or services, and similar work requiring attachment to the wall or partition. 1. Blocking and Continuous Backing: 6 inch, 16 gage "C" stud at 24, 48 and 72 inches above finish floor unless otherwise required. 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. 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 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS METAL FABRICATIONS SECTION 05 50 00 - 1 PART1 GENERAL 1.1 SUMMARY A. Section Includes metal fabrications not part of structural steel or other metal systems specified elsewhere, as indicated and scheduled. B. Related Sections. 1. Section 05 12 00 Structural Steel Framing 2. Section 08 92 00 Glazed Aluminum Curtain Wall 1.2 SYSTEM DESCRIPTION A. Design Requirements: Certain components to be provided as work of this Section are required to support and anchor other work including but not limited to Metal Wall Panels, and Aluminum Curtain Wall. To the extent this information is not provided in the Contract Documents the Contractor's Washington Registered Professional Structural Engineer shall provide final design and engineering for these components. Design and engineering of miscellaneous metal fabrications for other work to be supported from and anchored to the primary building structure shall account for the specified Performance Requirements in coordination with the building structure, the work required to be supported, and related components and assemblies. B. Performance Requirements: Components required to support and anchor other work shall be capable of resisting loads as required by the Washington Code Section 1916, requirements of the General Structural Notes on Drawings S series drawings, and stresses including but not necessarily limited to weather exposure, temperature differential and freeze -thaw cycling, wind loads, seismic loads (including seismic drift) and other conditions incidental to the intended service environment with neither distortion, damage, nor deterioration to the work supported and the building structure. 1. Structural Criteria: Comply with General Structural Notes on S-series drawings. a. Structural Test Pressure: 1.5 times design wind pressure. 2. Stress Due to Differential Loads: Accommodate to maintain specified performance requirements. 3. Temperature Differential; Accommodate a range of 120 degrees within specified deflection limits. 4. Deflection: Fabrications of this Section and work of other Sections supported, anchored and otherwise incorporating these components shall have limited deflection such that no permanent deformation and no deterioration in appearance and function of the work occurs. 1.3 SUBMITTALS A. Product Data: Manufacturer's specifications, and installation instructions for products used in Work of this Section. B. Shop Drawings: Plans, elevations, structural calculations, field measurements, and details of sections, anchorages and accessories. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS METAL FABRICATIONS SECTION 05 50 00 - 2 1. Engineer's Stamp: Required on shop drawings and calculations. 2. Templates: Provide for installation of anchors and bolts. C. Samples: Two sets of materials and manufactured products used in Work of this Section. D. Certificate of welding operator qualification. 1.4 QUALITY ASSURANCE A. Qualifications: Engineer: Licensed professional in Washington State. Welding Process and Operator: AWS D1.1, D1.2, and D1.3, AWS Code for manual shielded metal -arc welding, and remedial work. B. Certify welding operators have passed AWS qualification tests. 1.5 PROJECT CONDITIONS A. Field Measurements: Made prior to preparation of shop drawings, verify dimensions indicated, coordinate fabrication and construction schedules to avoid delay. 1.6 SEQUENCING AND SCHEDULING A. Prevent delays, coordinate with other trades delivery and installation of anchors, inserts, and finished Work. Provide setting drawings, templates, and instructions for installation of items built into other assemblies. PART PRODUCTS 2.1 MATERIALS A. Steel: Smooth, free of surface blemishes, pitting, seam marks, roller marks, and rolled trade names, Class, Grade, coatings and finish as indicated, unless otherwise required. 1. Plates, Shapes and Bars: ASTM A 36. 2. Tubing: Cold formed, ASTM A 500; hot rolled, ASTM A 501. 3. Structural Sheet: Hot -rolled, ASTM A 1011; cold -rolled ASTM A 1008, Grade A. 4. Pipe: ASTM A 53; Schedule 40, Type and grade required for design loading, and fabrication process; black finish. B. High Strength Non -shrink Grout: Masterflow 928 grout by Master Builders; Sika Grout 212 by Sika Corporation or approved. 1. Fluid Grout: CRD-C611-81, flow of 22 to 30 seconds, one hour after batching, at 40 to 100 degrees F. 2. Strength: 2,500 psi at 24 hours, 4,500 psi at three days, and 7,000 psi at 28 days. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS METAL FABRICATIONS SECTION 05 50 00 - 3 C. Fasteners: Type, grade and class required, same metal as material fastened, except provide stainless steel fasteners for aluminum connections. Provide ASTM B 633 Class Fe/Zn 5 fasteners for exterior use, and fasteners in exterior walls except where stainless steel is required. 1. Steel Bolts and Nuts: ASTM A 307, Grade A, hexagon head, ASTM A 563. 2. Lag Bolts: ASME 1318.2.1. 3. Machine Screws: ASME B18.6.3 4. Anchor Bolts: ASTM F 1554, Grade 36, galvanized where required. 5. Threaded and Wedge Type Concrete Anchors: ASTM A 47malleable iron, ASTM A 27 cast steel with bolts, washers, and shims as necessary; hot -dip galvanized all components per ASTM A 153. 6. Expansion Anchors: Interior applications provide zinc plated carbon steel complying with exterior fastener requirement. Exterior applications provide ASTM F 593 stainless steel bolts and ASTM F 594 stainless steel nuts. 7. Plain Washers: ASME 18.22.1, carbon steel, round. 8. Lock Washers: ASME B18.21.1, carbon steel, helical spring. 2.2 FABRICATION A. Shop Assembly: Required, minimize field assembly, disassemble only as necessary due to limitations of shipping and handling; mark units for reassembly and installation. B. Material Size and Thickness: As indicated, and required for strength and durability in finished product for use intended. Use structural steel shapes, plates and bars, unless otherwise required. C. Form Work true to line and level with accurate angles and surfaces and straight sharp edges. Ease exposed edges as shown for stainless steel fabrications. Form bent -metal corners to smallest radius possible without causing grain separation or otherwise impairing work. D. Weld corners, joints, and seams continuously. Comply with AWS standards. Grind exposed welds smooth, and flush; match adjoining surfaces. E. Exposed Connections: Welded to greatest extent possible, otherwise, use concealed fasteners, and provide hairline joints, flush and smooth. 1. Where exposed fasteners must be used and are approved, use phillips flat -head (countersunk) screws, unless otherwise indicated. 2. Joints Exposed to Weather: Resistant to intrusion of water, weep locations where water could accumulate. F. Provide brackets, flanges, fittings, and anchors of type and spacing required, and as necessary; coordinate with supporting structure. Furnish inserts to be installed in concrete and masonry. Sleeves For Work Set in Concrete: Galvanized steel pipe or tube, 6 inches long and 0.5 inch ID oversize; hold top of sleeve 0.5 inch below concrete surface, close bottom with 1 inch oversized plate. 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 METAL FABRICATIONS SECTION 05 50 00 - 4 G. Cut, reinforce, drill and tap metal fabrications for penetrations, and to receive hardware, anchors, and attachments. H. Elevator Components: Coordinate with requirements of Section 14240. 1. Elevator Pit Ladder: Unless otherwise indicated, comply with ANSI A14.3 Safety requirements for fixed ladders. a. Rungs: Center in side rail, plug weld, and grind rail face smooth; provide non -slip surface on top of rung. b. Support: Top, bottom, and at 2 feet on -center interval. 2. Elevator Hoist Beam: Size to span shaftway and support a net load of 5,000 pounds or greater per elevator requirements. 3. Rail Supports: Provide tubular steel sections sized to span from floor -to -floor and in coordination with deflection limits and other requirements for work of Section 14240. Provide for connection of rail supports at floor structure unless otherwise acceptable. 4. Hoistway Entrance Angle: Provide as necessary for support of sills specified as work of Section 14240. Miscellaneous Framing and Supports: Items not part of structural steel framework; provide as necessary and required to complete work. 1. Anchors: Steel straps 1.25 by 0.25 by 8 inches 24 inches on center. 2. Shelf Angles: Provide an approved means of field adjustment to accommodate tolerances permitted in work of steel structure and masonry veneer. Adjustment provided by stacked shims and methods that may reduce the structural capacity of the assembly are not acceptable. 3. Rooftop Mechanical Screen Supports: Provide to support visual screens in configuration indicated. Galvanize work following fabrication and assembly. 2.3 SHOP COATINGS A. Galvanizing: Required after fabrication for all fabrications produced as work of this Section. 1. Iron and Steel Hardware: ASTM A 153. 2. Steel Shapes, and Assembled Products: ASTM A 123. 3. Structural Steel: ASTM A 123, Coating Grade 80. 4. Steel Sheet: ASTM A 653 G90 or equivalent. PART 3 EXECUTION 3.1 EXAMINATION A. Installer shall examine conditions for installation of Work, and notify Contractor of conditions detrimental to proper and timely completion. Do not proceed until unsatisfactory conditions are corrected. Start of installation interpreted as installer's acceptance of conditions. Coordinate work of this Section with field conditions to ensure proper fit with actual constructed assemblies. Provide clearances necessary for proper operation of moving parts and equipment and as necessary for servicing and maintenance of adjacent work. 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 METAL FABRICATIONS SECTION 05 50 00 - 5 3.2 INSTALLATION A. Set Work accurately in location, and elevation; align, plumb, level, true and free of rack, measured from established lines and levels. Cut, drill, and fit as necessary for required installation. Brace, support, and anchor Work during installation as necessary. Elevator Hoist Beam: Center over rails and to permit rigging as required by Elevator Code and work of Section 14 24 00. B. Align connections accurately, form tight hairline joints. Unless otherwise required, weld connections which could not be shop welded due to shipping limitations. Grind exposed joints smooth and touch-up shop finish. Do not weld, cut or abrade units intended for bolted, and screwed field connections. C. Properly secure Work to in -place construction, use lead expansion shields for anchors in masonry and concrete walls. Provide flanges, collars, and sleeves to conceal joints, and as required. Use concealed anchors unless otherwise indicated. D. Install Work in accordance with product manufacturer's recommendations unless otherwise indicated. Fit rails, guards, and gratings around building structure, mechanical systems, and permanent obstructions. E. Grouting: Place in accordance with manufacturer's instructions. Remove bond -reducing contaminants from bearing surfaces, and roughen to improve bond. Support loose plates on wedges, or shims cut-off flush with plate edge before grouting. Pack grout solidly into annular spaces, and between bearing surfaces, ensure that no voids remain. F. Repair of Shop Applied Coatings: Immediately after erection, prepare field welds, and damaged areas of shop applied coatings, and recoat with material originally used. Comply with Section 09900 requirements for preparation and application and coordinate with filed applied finishes. Field Applied Finish: Required for all work exposed to view in the completed Project to comply with Section 09 90 00 requirements. END OF SECTION 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS WEATHER BARRIER SECTION 07 26 00 - 1 PART1 GENERAL 1.1 SUMMARY A. Section Includes requirements for weather barrier. B. Submittals: Product data for sheet goods and accessories. C. Scheduling and Sequencing: Sequence Work to minimize potential for damage to installed membrane due to subsequent construction activities and exposure to weather. PART PRODUCTS 2.1 MATERIALS A. Sheet Membrane Weather Barrier: Self-adhesive SIBS rubberized asphalt laminated to polyethylene film 40 mils thick; Henry Company Blueskin SA or Blueskin SA LT where prevailing conditions require low temperature installation. 1. Membrane Tensile Strength: ASTM D 412, 500 pounds per square inch. 2. Puncture Resistance: ASTM E 154, 40 Ibf. 3. Vapor Transmission Rate: ASTM E 96, 0.03 perms, 1.6 ng/Pa.S.m2. 4. Flame Spread and Smoke Development: ASTM E 84 Class A (5 and 15 respectively). 5. Application Temperature: 41 degrees (SA); 10 degrees (SA LT). B. Fluid Applied Building Wrap: Spray applied barrier to air and weather, Henry Company Air - Bloc 21 S. 1. Air Permeability: 0.0024 CFM per square foot at 1.6 pounds per square foot. 2. Vapor Permeance: ASTM E 96 procedure A, 11.6 perms for 0.125 inch thick film. 3. Application Temperature: 10 to 104 degrees Fahrenheit. C. Accessories: Approved by manufacturer of primary materials, and recommended for substrates, and applications required. 1. Adhesives and Tapes: For protection course, and sealing of membrane seams, flashings, penetrations, and adjoining surfaces. 2. Flashing: Recommended by primary manufacturer for details and conditions encountered, unless otherwise indicated. 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. 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 WEATHER BARRIER SECTION 07 26 00 - 2 3.2 INSTALLATION A. Weather Barrier: Contractor option to provide fluid applied membrane or self -adhering sheet good. Provide single type throughout the work, exclusive of accessory components. Form a contiguous barrier to air and liquid water transmission through framed wall assemblies. Extend weather barrier over gypsum sheathing and throughout exterior assemblies to be protected from transmission of air and water. Install barrier tight to substrate, free of wrinkles, sags, punctures and defects that may reduce in-service performance of membrane. Provide for optimum effectiveness and service life as a barrier to water and air transmission. 1. Joints and Seams in Sheet Good: Locate over solid support, overlap 4 inches and shingle horizontal joints to shed water. Provide air or vapor impermeable seal at joints, edges, punctures and penetrations of barrier with tape or adhesively -applied strips of moisture barrier material. 2. Coordinate with penetrations, anchors, flashing, miscellaneous metal support and similar components that penetrate the weather barrier. Reinforce penetrations with an additional layer of weather barrier, fluid -applied dressings and other accessories recommended by the manufacturer as best practice for each type of penetration required. a. Comply with Section 07 41 00 requirements for metal wall panel supports and anchors; provide a secondary layer of weather barrier beneath furring. b. Penetrations: Thread a layer of sheet good flashing over the penetration, and lap this piece on to the field sheet a minimum of 6 inches in each direction and adhere to base layer. 3. Coordinate with Section 07 61 00; provide membrane flashing and related accessories as necessary to ensure weather barrier and flashing function in an effective and complimentary manner. END OF SECTION 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 METAL WALL PANELS SECTION 07 41 00 - 1 PART1 GENERAL 1.1 SUMMARY A. Section includes requirements for preformed metal panels and accessory components. B. Related Sections: 1. Section 05 40 00 Structural Metal Framing. 2. Section 07 26 00 Weather Barrier 3. Section 09 25 00 Gypsum Board 1.2 SUBMITTALS A. Product Data: Required for each product, accessory, and finish to be incorporated into the Work. B. Shop Drawings: Plans, elevations and large scale details; show panel lay -out, attachment, and accessories; distinguish between factory and field assembled work. C. Samples: Two feet by strip, or molding width; One foot by panel width finished as required for Project. Provide two samples of each component. D. Quality Control Submittals: Test reports, and certificates. 1.3 WARRANTY A. Signed by Manufacture, Installer and Contractor providing for correction of defective Work and Work not in compliance with the Contract Documents as directed to the Owners satisfaction for a period of two years following the date of Substantial Completion of the Work or designated portion thereof. 1. Finish: Shop applied finish qualifying for manufacturer's 20 years warranty against fading, chalking and degradation. PART PRODUCTS 2.1 MANUFACTURED COMPONENTS A. Fabrication: Completed at the factory to greatest extent possible; smooth, square, true to line and profile, and dimensions indicated without tool marks, and excessive oil canning 1. Structural Performance Uniform Static air Pressure Differential: ASTM E 1592, neither failure of panels and fasteners nor permanent distortion to panels when tested to 20 psf. 2. Water Penetration: ASTM E 1646; no water penetration at pressure differential not less than 20 percent of the positive and negative wind loads established by Code. 3. Rate of Air Leakage: ASTM E 1680, less than 0.06 cubic feet per minute, per square foot of panel at pressure differential as specified for water penetration test. B. Metal Panels: ASTM A 792, 22 gage steel sheet with AZ55 Zinc -aluminum coating. 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 METAL WALL PANELS SECTION 07 41 00 - 2 1. Wall Panels: nominal 4 inch pitch trapezoidal panels with not less than 32 inches of coverage with exposed gasketed fasteners. Subject to compliance with Project requirements AEP Span Mini-V Beam or Metal Sales Manufacturing Crop., T2. 2. Sheet Metal Accessories: Fabricated from same stock of finished material as panels for uniform appearance in the completed work. Custom formed sheet metal components for work of this Section shall comply with fabrication requirements of Section 07 61 00. C. Accessories: Provide as necessary for complete installation including trim, copings, sills, corner units, seam covers, battens, flashings, gutters, gaskets, closure strips, and similar items. Match materials, and finish of preformed panels. 1. 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 Inc., Textron Fastening Systems; Elco Dril-Flex with Stalgard finish, or approved. 2. Sealants: Comply with requirements of Section 07 92 00. D. Finish: Factory applied, before or after fabrication as necessary for optimal coating performance and compliance with required warranty. Protect finish until final acceptance of installation. Provide colors as selected by Architect from manufacturer's complete range of custom colors. 1. Flouropolymer Coating: 70 percent PVDF resin content and complying with AAMA 2605 performance criteria and Project warranty requirements. 2. Color: AEP Span Cool Metallic Silver; provide directional labeling on metallic finished components. 2.2 SOURCE QUALITY CONTROL A. Certify panel system compliance with performance requirements when tested as follows. 1. Air Leakage: ASTM E 283. 2. Water Penetration: ASTM E 331. 3. Structural Performance: ASTM E 330. B. Verification of Performance: Certify finish is the work of a single applicator using same paint lot; finish system, and application process comply with requirements. PART 3 EXECUTION 3.1 INSTALLATION A. Install all work of this Section true to established lines and levels. Exterior work shall be permanently watertight and weatherproof. 1. Anchor work at intervals complying with the System Description requirements, SMACNA guidelines and as shown on the Drawings using concealed fasteners. 2. Accommodate movement due to temperature differential, wind and other dynamic forces without imparting stress to the work. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS METAL WALL PANELS SECTION 07 41 00 - 3 B. Provide secondary supports, reinforcing and similar components to support work of this Section. Ensure effective anchorage of cleats and other attachments. Reinforce sheet metal and accessory components to prevent deformation, including but not limited to oil canning, where anchorage and other type of support can not be provided at intervals sufficient to achieve this due for the assembly configuration and prevailing conditions of support. C. Installed metal panels shall function with all components of the building exterior to provide continuous control of water entering the assembly, collect the water and conduct it to the building exterior. Coordinate composite panels and brake metal with flashing specified in Section 07 60 00, provide custom shapes and approved modifications to standard components as necessary for water control throughout the assembly. 1. Attach panels and accessory components to resist wind and other forces, with provisions for thermal and structural movement. a. Provide with weather-proof closures at eaves, perimeter and penetrations. b. Except as otherwise required attach metal panels and accessories using concealed fasteners. 2. Fasteners: Gasketed, of the type specified and approved by the panel manufacturer. D. Isolate dissimilar metals and incompatible substrates; provide permanent galvanic isolation between galvanically active metals. E. Installation tolerances: 0.25 inch in 20 feet for level, plumb, slope, and location; 0.125 inch offset of adjoining faces, alignment of matching profiles. Oil canning and similar surface defects shall not exceed 0.125 inch in any 10 feet. F. Cleaning: Remove temporary protective coverings and strippable films panel is installed. Upon completion of panel installation, clean finished surfaces as recommended by panel manufacturer, and maintain until final acceptance. END OF SECTION 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS SHEET METAL AND FLASHING SECTION 07 61 00 - 1 PART1 GENERAL 1.1 SUMMARY A. Section includes requirements for custom sheet metal fabrications for the Work. Components include but are not necessarily limited to metal flashing at membrane roofing and curtain wall, gutters and downspouts and components not provided as work of Section 07 4100. 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. C. Related Sections: 1. Section 07 4100 Metal Wall Panels. 1.2 SYSTEM DESCRIPTION A. Design Requirements: The Contract Documents indicate the general configuration and appearance required for the completed work. Details of all conditions are not shown; final resolution of details where complete information is not shown shall be the responsibility of the Contractor such that the completed installation is permanently weathertight and complies with applicable Performance Requirements. Where necessary to conform to Performance and Warranty requirements assembly details shall be revised by the Contractor 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 Sheetmetal Manual. 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: Comply with criteria given in the General Structural Notes on S series drawings. a. Temperature Range: Accommodate thermal movement and stress for temperature differential of 0 degrees to 120 degrees 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. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS SHEET METAL AND FLASHING SECTION 07 61 00 - 2 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. 1.4 WARRANTY A. Finish on Prefinished Aluminum: 10 years warranty against degradation in appearance and performance beyond normal weathering. PART PRODUCTS 2.1 MATERIALS A. Stainless Steel: 24 gage; ASTM A 480, Type 304, annealed, No. 2D or 2B cold rolled bright finish, unless harder temper required for forming or performance. B. Aluminum: Provide alloy and temper as indicated, and recommended by producer or fabricator; clear anodized finish. 1. Extrusions: ASTM B 221; performance characteristics: 6063-T5. 2. Sheet and Plate: ASTM B 209; performance characteristics: 5005-H15, 0.080 inch thick unless otherwise required. 3. Clear Anodized Finish: AA-M12C22A41 Class I. C. Flexible Flashing: ANSI/RMA IPR-1 non -reinforced black EPDM rubber sheet. 2.2 ACCESSORIES A. Cleats: Fabricated of coated sheet steel; metal gage and configuration shall comply with SMACNA or NRCA standards for the assembly types required. Provide clips, and accessories in sizes necessary and as required for installation of the work. 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. 2.3 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. Isolate galvanically active metals, and corrosive substrates; prevent galvanic action. Coat concealed contact surfaces with bituminous coating or other acceptable separation. B. Sheet Metal Fabrications and Flashing Exposed to View: Fabricated from prefinished aluminum except where stainless steel flashing is required. 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 SHEET METAL AND FLASHING SECTION 07 61 00 - 3 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. 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. 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. D. Roof Drains: Coordinate installation of work of this Section with work for drain bodies and roof drain piping; ensure a watertight connection. E. Clean exposed metal surfaces, removing substances that may cause corrosion of metal or deterioration of finishes. F. 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 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 JOINT SEALERS SECTION 07 92 00 - 1 PART1 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. 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. Modulus of Elasticity: ASTM D 412 Tensile strength in pounds per square inch at 100 percent elongation tested at 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. C. Design Requirements: ASTM C 1193 and ASTM C 1472; joint configuration recommended by manufacturer for optimum sealant performance for required application. D. Performance Requirements: Sealer joints that are a continuous barrier to intrusion by water, air, sound, and foreign matter able to absorb expansion and contraction at moving joints, as indicated and required such that the integrity of each sealer joint is maintained under all in- service conditions. Exposed Sealants: Resistant to deterioration due to weathering, and exposure to ultra violet radiation; resistant to abrasion where traffic may occur. 1.2 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. 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: Provide as directed for 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. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS JOINT SEALERS SECTION 07 92 00 - 2 1.3 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 work is in progress. B. 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 where indicated or, if not indicated, as directed by Architect. Test the sealer and joint types for which manufacturer's certification of compatibility is not provided. C. Pre -Installation Conference: Comply with requirements of Section 0131 00. 1.4 PROJECT 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. 1.5 SEQUENCING AND SCHEDULING A. Sequence sealant installation to prevent conflict with other construction operations that could alter joint substrates, and reduce performance characteristics of installed sealant. 1.6 WARRANTY A. Special Warranty: Notarized, signed by manufacturer, and installer, guarantee joint sealers to be free from defects in materials and workmanship, and not deteriorate in excess of normal weathering for a period of 3 years from date of final acceptance, and agreeing upon receipt of written notice from the Owner to promptly repair, and replace any portion of the Work which does not perform as required; to the Owner's complete satisfaction, and at no cost to the Owner, nor change in contract amount. PART PRODUCTS 2.1 MANUFACTURERS A. Joint Sealers: Products complying with Project requirements; produced by a single manufacturer for each type required, and by one of the following approved manufacturers for the sealer types listed. 1. Urethane: Bostik, Mameco, Pecora, Tremco, Sika, and Sonneborn. 2. Silicone: Dow, General Electric, Pecora, Sonneborn, and Tremco. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS JOINT SEALERS SECTION 07 92 00 - 3 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. 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 Applications: 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. Structural Silicone Glazing: Type S, neutral cure; Specifically for structural silicone glazing, Dow 795 Color and 799 Clear, Tremco, Sonneborn, or approved. D. Acrylic -Emulsion Sealant: ASTM C 834, Single component; Class 12-1/2, mildew resistant, paintable, for exposed interior applications; Tremco Acrylic Latex Caulk. E. Expanded Cellular Tape Sealant: Closed -cell, PVC foam tape sealant; factory coated with adhesive on both surfaces; packaged on rolls with release liner protecting adhesive; and complying with AAMA 800 for the following types: 1. Type 1, for applications in which tape acts as the primary sealant. 2. Type 2, for applications in which tape is used in combination with a full bead of liquid sealant. 2.3 ACCESSORIES A. Sealant Backing: Preformed, resilient, plastic foam joint -filler strips, SOF-T Rod® by NOMACO Inc. 800-345-7279 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. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS JOINT SEALERS SECTION 07 92 00 - 4 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 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. Confirm required joint configuration, including backing, bond break and isolation from incompatible materials (where necessary) can be accommodated within the actual joint configurations encountered. 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. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS JOINT SEALERS SECTION 07 92 00 - 5 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. 3.3 INSTALLATION A. Comply with sealer manufacturers' printed installation instructions applicable to products and applications indicated, except where more stringent requirements apply. 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 and Caulk 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. Tooled Joint Configurations: Profile indicated and conforming to ASTM C 1193, Figure 8; where no profile is indicated provide concave profile. F. Preformed Foam Sealants: Install each length of sealant immediately after removing protective wrapping, do not pull nor stretch material, provide continuous seal at ends, turns, and intersections of joints. For applications at low ambient temperatures where expansion of sealant requires acceleration to produce seal, apply heat to sealant in conformance with sealant manufacturer's recommendations. G. 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. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS JOINT SEALERS SECTION 07 92 00 - 6 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 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS GLASS AND GLAZING SECTION 08 81 00 - 1 PART1 GENERAL 1.1 SUMMARY A. Section includes requirements for shop and field glazing of frames, doors and openings throughout the Project. B. Related Sections: Section 08 92 00 Glazed Aluminum Curtain Wall C. Definitions: Hazardous Locations: International Building Code Section 2406.3. 1.2 SYSTEM DESCRIPTION A. Design Requirements: Glazing when installed in the required assembly capable of withstanding the stresses imparted in accordance with the Performance Requirements, IBC 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 as necessary to comply with ASTM E 1300 for required criteria. In no case shall glass be less than 0.25 inch thick. Provide heavier glazing and heat treated glass as necessary to resist stresses. 2. Glazing in Hazardous Location as defined in this Section shall comply with Performance Requirements for Safety Glazing. B. Performance Requirements: Comply with General Structural Notes criteria on S series drawings and the following. 1. Deflection Limit: Short side glass edge length in inches multiplied by 0.0057143, but in no case greater than 0.75 inch under required wind load. 2. Probability of Breakage for 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. 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. 1.3 SUBMITTALS A. Product Data: Required for each product to be incorporated into the Work. B. Samples: Demonstrate deviations in off -set and edge alignment proposed to be acceptable for laminated glazing. C. Certificates: Document that glazing materials furnished comply with Project requirements. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS GLASS AND GLAZING SECTION 08 8100 - 2 1.4 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. 2. Safety Glazing Standard: Comply with ANSI Z97.1 and testing requirements of 16 CFR Part 1201 for category II 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. Glaziers for this Project: Certified under the National Glass Association, Glazier Certification Program as Level 2 (Senior Glaziers) or Level 3 (Master Glaziers). Ill CA 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), and five years for sloped glazing. 2. Laminated Glazing: Five years. PART PRODUCTS 2.1 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: Clear float glass complying with ASTM C 1036 Type I, Class 1, Quality q3. Monolithic clear float glass is required is indicated as MG. C. Low -Emissivity Coated Glass: Sputter coated, low -emissivity coating on second surface of clear float glass, heat treated as required. Low-e 1: Neutral color, PPG Industries Solarban 60, Viracon VE-1-2M, or approved. a. Shading Coefficient: 0.44. b. Summer and Winter U-Value: 0.29. c. Visible Light Transmission: 69 Percent. d. Solar Heat Gain Coefficient (SHGC): 0.37. 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 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS GLASS AND GLAZING SECTION 08 81 00 - 3 hazardous locations. 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. 1. Clear Tempered: Kind FT, Condition A. 2. Clear Heat -Strengthened: Kind HS, Condition A. 3. Coated Clear Heat -Strengthened: Kind HS, Condition B. 4. Tempered Safety Glazing: Comply with Performance requirements. 2.2 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. Laminated Safety Glazing: Comply with Performance Requirements. D. Insulating Glazing Unit: Indicated as IGU, ASTM E 774 for Class A units incorporating materials specified. 1. 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 size and configuration and to resist thermal stresses induced by differential shading per System Description Article. 3. Provide Kind FT (fully tempered) glass lights where safety glass is indicated. 4. Sealing System: Dual seal of polyisobutylene, and silicone. 5. Spacer: Desiccant filled aluminum with powdered metal paint finish in color selected by Architect, bent at three corners. 2.3 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. Hardness: 90 Shore A for setting blocks, and as recommended by glass and sealant manufacturers. 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 GLASS AND GLAZING SECTION 08 8100 - 4 E. Filler Rods: Closed -cell synthetic rubber, or plastic foam, 25 percent compression at five to ten psi. 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. 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. END OF SECTION 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS GLAZED ALUMINUM CURTAIN WALL SECTION 08 92 00 - 1 PART1 GENERAL 1.1 SUMMARY A. Section includes requirements for new work to match similar existing metal framed curtain wall and entrance assemblies, accessories, trim, complete operating hardware and low -energy barrier free access operator. B. Related Sections: Section 08 81 00 Glass and Glazing. 1.2 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 intent to match similar existing assemblies with new work in the configuration required. 1. The Contractor shall provide final design, and engineering of internal reinforcing, external supports, and anchors for curtain wall 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 and Section 05 50 00. 2. Provide minimum glass bite of 0.375 inch at maximum glazing deflection under design loads and accommodate minimum edge clearance, proper sealant joint geometry, and required tolerances. 3. Allow for erection tolerances of curtain wall and supporting structure. Accommodate movement of curtain wall due to thermal expansion, building deflection, wind loads and seismic drift. B. Performance Requirements: Comply with the following requirements and structural criteria as indicated in the General Notes on S series structural drawings. 1. Resistance to Air Infiltration and Water Penetration: Manufacturer's published performance data and equal to similar existing assemblies in the museum building. 2. Structural Performance: Maximum deflection 0.0057 of span under design wind load and exposure condition for building heights indicated. Neither glass breakage nor permanent set in excess of 0.2 percent of span at 35 psf live load. 3. Thermal Performance: In accordance with Washington State Energy Code. 1.3 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 component manufacturer; 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 and isometric drawings of joinery intersections and internal sealant applications. Provide details of all conditions for every member, reinforcing, support system, anchorage details, glazing and interface with adjacent work. Indicate all component locations and intersection details; method 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 GLAZED ALUMINUM CURTAIN WALL SECTION 08 92 00 - 2 of insulating dissimilar materials; provisions for expansion and contraction. Indicate shop - assembled units and pick -points for field erection. 1. The Contractor shall provide professional engineering services for work of this Section to comply with System Description requirements. Engineer shall stamp and sign drawings and calculations prepared for this Project. a. Engineer Certification: Maximum deflections will not exceed specified limits, and probable glass breakage will not exceed frequency specified using manufacturers' data. 2. Show curtain wall connections to building structure. Indicate coordination of tolerances for supporting structure and curtain wall supports. Note structural reactions for eccentric loads on structural members. Note fastener type to be used. Highlight locations where self —drilling screws are proposed and note why other fastener type can not be used. 3. Indicate extent of work that is shop fabricated and that to be fabricated in the field. Comply with requirements to minimize need for field fabrication. C. Samples: Demonstrate fabrication, workmanship, and design of curtain wall. Provide a minimum of four samples of each type as required. Finishes: Apply to 12 inch sections of curtain wall members; use same extrusion and alloy to be used in final Work. D. Maintenance Manual: Document recommended frequency and cycle for inspections, and maintenance work such that curtain wall in-service performance will comply with Project requirements. Show reglazing sequence, describe means, methods and materials for cleaning and maintaining the exterior wall. Provide complete listing of components reasonably anticipated to require replacement incidental to normal maintenance (including reglazing). E. Quality Assurance Submittals: Demonstrate compliance with requirements. 1. Certificate of Production: For finish system and application. 2. Test Results: For curtain wall assembly as specified. 1.4 QUALITY ASSURANCE A. Fabricator and Installer Qualifications: Ten years successful experience with Work similar in scope and design to Work required for this Project, including assembly and installation of unitized curtain wall. 1. Where possible, fabrication and installation work of this Section shall be performed by the entity who installed the original work. 2. Superintendent for work of this Section: Master glazier possessing expert knowledge of the assembly and erection of glazing systems similar to those required for this Project who shall have direct responsibility for compliance of the work with Project requirements and be on -site at all times the work is in progress. B. Preinstallation Conference: Review methods and procedures related to installation of unitized curtain -wall assemblies and coordination with other components and assemblies of the building cladding and erection sequence. Review and finalize sequence and schedule for work and required tests and inspections. 1.5 WARRANTY 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS GLAZED ALUMINUM CURTAIN WALL SECTION 08 92 00 - 3 A. Warranty: Signed by authorized representative of the curtain wall manufacturer, Contractor and the installer agreeing upon receipt of written notice of defective work, and work not in compliance with Project requirements 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. Weatherproof Installation: 5 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 PRODUCTS 2.1 MANUFACTURERS A. Provide curtain wall components and assemblies by the same manufacturer as the original work to remain. 2.2 MATERIALS A. Aluminum Extrusions: ASTM B 221, alloy and temper recommended by window manufacturer for strength, durability, and specified finish. 1. Minimum performance values of 6063-T5 alloy B. Fasteners: ASTM A 666 Type 304 or 316 stainless steel, except connectors at cast -in embedments shall be ASTM F 568 Grade 4.6 hot -dip galvanized. Metal alloys and coatings shall be galvanically compatible with metals fastened. Provide Phillips flat -head machine screws for exposed fasteners unless otherwise acceptable. 1. Self -drilling Screws: Acceptable only in locations where use of bolts or embeds is physically impossible, and where use is specifically noted on approved submittals; Hilti Kwik-Flex, or approved. 2. Adjustable Channels: ASTM A 283 Grade D plate, provide toothed channel and Tee bolts where channel is oriented parallel to gravity or wind force. Concrete embeds shall be hot - dipped galvanized, welded channels shall have corrosion resistant paint finish. C. Concealed Flashing: 0.062 inch extruded aluminum, or 26 gage stainless steel; stainless steel required for components in contact with concrete.. D. Reinforcement, Supports and Anchorage: Galvanically compatible with aluminum components, and complying with requirements of this Section and Section 05500. E. Glazing Accessories: Compatible with sealants being used. 1. Setting Blocks: Neoprene or EPDM, 70-90 durometer hardness. 2. Glazing Gaskets: Extruded EPDM compression and wedge gaskets with factory -molded vulcanized corners on interior gaskets only; open bulb compression gaskets. 3. Spacers: Neoprene or EPDM, 40-50 durometer hardness. a. Extruded Neoprene Glazing Strips: Shore A Hardness 50+ or —5; tensile strength 2,000 psi, and elongation 450 percent. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS GLAZED ALUMINUM CURTAIN WALL SECTION 08 92 00 - 4 F. Galvanic Isolation: Coat contact and wash surfaces of aluminum components to prevent galvanic action between dissimilar metals. Provide chlorinated copolymer primer that is alkaline resistant, rust inhibiting with minimum dry film thickness of 2 mils; Asphalt Mastic complying SSPC- PS-12, with 30 mils dry film thickness, or manufacturer's approved system. G. Sealants: Comply with Section 07 92 00 requirements. 2.3 FABRICATION A. Fabricate curtain wall at manufacturer's plant to the fullest extent possible and complying with System Description in sizes and configurations required. Comply with applicable requirements of AAMA Metal Curtain Wall Manual. Shop assemble work to optimize precision and efficiency where practical. B. Joints in exposed metal work shall be accurately fitted for continuity of line and profile across joints and rigidly secured with concealed fasteners. Where connection must rely on exposed welds, grind and finish weldment to match adjacent surfaces. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. Obtain fusion without undercut or overlap. Remove welding flux immediately. Maintain accurate relation of planes and angles, with hairline fit of contacting members 1. Conceal connections between members and seal intersections internally so seal is not visible from exposed -to -view surfaces. Cope intersecting members for full contact to attain continuity of seal through entire metal thickness. Clean surfaces of all cutting and painting residues with appropriate solvent. 2. Galvanic Isolation: Cover contact surface with isolators of non -porous, inert, durable plastic. Where shims can not be used provide asphalt mastic coating. 3. Lap transverse flashing joints 4 inches and bed in sealant, and hem ends and edges to form a pan C. Finish: Match appearance of existing work to remain for aluminum components, finish hardware and other components exposed to view. 2.4 SOURCE QUALITY CONTROL A. Certify curtain wall compliance with performance requirements when tested as follows. 1. Air Leakage: ASTM E 283. 2. Water Penetration: ASTM E 331. 3. Structural Performance: ASTM E 330. PART 3 EXECUTION 3.1 PREPARATION A. Prior to start of installation and in coordination with erection of structure survey columns, beams and slab edges and cladding support points. Verify as -built location is within required tolerances and that curtain wall cladding can accommodate the range of deviations identified. B. Locate attachment hardware for curtain wall cladding per approved submittals, using established control points. Secure concrete embeds to hold required position during concrete placement and allow for concrete consolidation during placement. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS GLAZED ALUMINUM CURTAIN WALL SECTION 08 92 00 - 5 3.2 INSTALLATION A. Comply with manufacturer's specifications and recommendations for installation of curtain wall components. Securely anchor units plumb, level and true to line, without warp or rack of frames or sash. 1. Protect finished surfaces from damage during handling and installation. 2. Isolate dissimilar metals from each other, sources of corrosion, and electrolytic action. Provide separators and isolators at moving joints. 3. Field fabricated work shall comply with requirements for shop fabrication. Field fabrication is acceptable only as shown on approved submittals. B. Field Connections: As shown on approved submittals. Develop strength necessary to comply with performance requirements, and of identical quality and appearance to shop work. Use concealed mechanical connections, except where welds are specifically approved. Grind exposed welds flush, and smooth, and finish as required for shop welds. C. Coordinate curtain wall installation with flashings, motorized operating hardware and sun control devices and work of other trades. Comply with Section 07600 requirements for flashing and ensure a fully integrated, weather -tight cladding assembly is provided. D. Installed curtain wall, including but not limited to joints within the assembly and between curtain wall and other construction shall be weather -tight and comply with System Description requirements. Provide concealed seal at penetrations and mechanical fasteners unless otherwise acceptable. E. Comply with Section 088100 for glass and glazing requirements. F. Finish Hardware: Comply with requirements of ANSI A115.IG and match similar existing installations in the Owner's facilities. G. Tolerances: Measured from established lines and levels. 1. Plumb: 0.125 inch in ten feet, 0.25 inch in forty feet. 2. Level: 0.125 inch in twenty feet, 0.25 inch in forty feet. 3. Member Offset: 0.0625 inch at abutting surfaces, 0.125 inch elsewhere. 4. Location: 0.375 inch deviation from theoretical location. H. The Owner reserves the right to test installed curtain wall for acoustic performance, and resistance to air infiltration and water penetration in accordance with AAMA 501-83. Work failing to meet performance requirements will be determined to be defective. 1. Repair, or replace defective Work as acceptable to the Architect. I. Clean metal and glass surfaces promptly after installation, exercise care to avoid damage of protective coatings and finishes. Remove excess sealant compounds, dirt and other substances. J. Initiate and maintain all protection, and precautions necessary to ensure that curtain wall will be without damage or deterioration (other than normal weathering) at time of final acceptance. END OF SECTION 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS GYPSUM BOARD SECTION 09 25 00 - 1 PART1 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. 1.3 QUALITY ASSURANCE A. Delivery, Storage and Handling: GA-216, GA-800. B. Environmental Requirements: ASTM C 840 and as recommended by manufacturer. PART PRODUCTS 2.1 MATERIALS A. Gypsum Board: ASTM C 79, Type X silicone treated core with glass fiber facings and manufacturer's standard edges 0.5 inch thick; G-P Dens -Glass Gold. 1. Exterior Walls: ASTM C 1177 paperless silicone treated gypsum core with glass fiber facing, G-P Dens Glass Gold Exterior Guard, USG, Gold Bond or approved. B. Metal Framing Systems: Comply with requirements of Section 05400. C. Anchors: 1. Screws for Exterior Sheathing: 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 Inc., 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 05 40 00. 1. Backing and Reinforcing: Verify assemblies have been reinforced for mounting of wall mounted components per Section 05 40 00 requirements. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS GYPSUM BOARD SECTION 09 25 00 - 2 B. Gypsum Board: ASTM C 840, GA201 and GA 216; Screw to metal supports face side out, joints tightly butted, plumb, level and square; shim as necessary to maintain required tolerances. Do not use damaged boards and scraps 8 square feet and smaller. 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. 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. Seal joints, penetrations, and perimeter of boards in shaft walls where they abut other work. Provide two beads of acoustic sealant at perimeter installed so as to prevent its dislocation by air pressure differential between shaft and external spaces. F. 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. G. Exterior Walls: Install exterior gypsum sheathing perpendicular to supports, with end joints staggered over supports; tape and seal; joints and penetrations to provide secondary weatherbarrier. Anchor with specified corrosion resistant metal fasteners. H. Elevator Shafts: Coordinate reinforcing requirements for car rails with Sections 14240 requirements and rail weights provided. 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. END OF SECTION 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS PAINTING SECTION 09 90 00 - 1 1.1 SUMMARY A. Section includes requirements for field applied primers and finish coatings throughout the Work and is in addition to requirements for shop applied coatings and finishes specified in other Sections. 1.2 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. 1.3 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. 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. Confirm color of paint mixed for job matches previous samples, submit a second set of draw -downs, revise paint color as directed by Architect until satisfactory match achieved. C. Paint Systems Schedule: List substrate, materials, color, gloss, application and anticipated dry film thickness for each finish sample. 1.4 QUALITY ASSURANCE 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. 1.5 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. 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 PAINTING SECTION 09 90 00 - 2 1.6 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. 1.7 MAINTENANCE A. Extra Materials: 3 percent of each finish paint and color used in Work. Deliver to Owner and store as directed. PART PRODUCTS 2.1 MANUFACTURERS A. Manufacturer: Subject to compliance with requirements, provide products of one of the following: 1. Benjamin Moore and Co. (Moore). 2. Tenmec. 3. PPG Industries, Pittsburgh Paints (Pittsburgh). 4. Rodda Paint Co. (Rodda) 5. Sherwin-Williams Company (S-W). 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: Should the application of a specified product be prohibited by regulations due to VOC content or other environmental limitations, submit a substitution request for a compliant product conforming to remaining Contract requirements. 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 PAINTING SECTION 09 90 00 - 3 PART 3 EXECUTION 3.1 EXAMINATION 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 Coated Work: Provide barrier coat and additional finish coats as necessary to cover existing coating. 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. C. Work indicated to be painted and not specified to be shop finished shall be painted as work of this Section, including but not limited to the following. Paint all metal decking and miscellaneous metal fabrications exposed to view in the completed project using the paint system specified for shop -coated steel. Paint interior surfaces of elevator shaft visible through glazed shaftwall. 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 Washington 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, mechanically abrade areas where coatings have been remove to establish a maximum amplitude of 5 mils abrupt change in surface profile. 4. Repair damaged shop coatings 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 not so as to alter the texture and appearance of the final finish. 6. Prepare ferrous, non-ferrous and galvanized surfaces per paint manufacturer's recommendations for substrate and coating system to comply with Project requirements. a. Acrylic Prime Paint: Comply with Tnemec Technical Bulletin 98-09. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS PAINTING SECTION 09 90 00 - 4 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. Finish and Intermediate Coats: Smooth, texture free finish with uniform, color, appearance and coverage, free of cloudiness, spotting, laps, brush marks, runs, sags, ropiness and other surface imperfections. Previously Coated Surfaces: Provide barrier coats and additional finish coats as necessary for complete coverage of previous coating with uniform appearance and no read -through of color, texture or other characteristics and as necessary to ensure the durability of new work. E. Completed Work: Match approved samples for color, texture and coverage. Remove, and repaint entire surface to nearest natural break where work is not acceptable. F. Mechanical and Electrical Work: Painting of mechanical and electrical work is limited to those items and portions of items exposed to view. 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, Piping, Hangers, Supports and Similar Components: Paint exposed portions and one foot beyond sight -line cut-off. 2. Paint exposed piping to match immediately adjacent painted surfaces unless directed otherwise. G. Paint surfaces and components of elevator shaft interior falling within sight lines from inside the elevator car and those visible from outside the shaftway through the glazed wall. H. Paint all steel fabrications exposed to view in the completed work and not specified to be shop finished. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS PAINTING SECTION 09 90 00 - 5 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. 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. Shop -coated Steel Fabrications: Two finish coats over tie -coat. 1. Prime Paint: One coat of rust inhibiting, cross -linking, hydrophobic acrylic self priming on galvanized substrates, 140 grams per liter VOC; applied to form a 2.5 mils dry film thickness; Tnemec Uni-Bond DF Series 115. 2. Finish Paint: One coat of waterborne acrylic polyurethane 87 grams per liter VOC; applied to form a dry film thickness of 2.5 mils; Tnemec Endura-Shield Series 1081 WB B. Gypsum Sheathing: Two finish coats over primer. 1. Prime Coat: Moore Fresh Start 100 Percent Acrylic Primer 023. 2. Finish Coats: Moore Low Luster Acrylic Moorlife N103Exterior Satin. END OF SECTION 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS HYDRAULIC PASSENGER ELEVATOR SECTION 14 24 00 - 1 IJ,L'i�ilt�l=1:71� 1.1 SUMMARY A. Section includes work for one holeless hydraulic passenger elevator. B. Definitions: Safety Code for Elevators and Escalators, ASME/ANSI A17.1. 1.2 SYSTEM DESCRIPTION A. Design Requirements: Contractor responsible to provide design of supports and connections for work of this Section complying with Section 05 50 00 requirements and this System Description. Elevator equipment shall be suitable for installation in non -tempered shaftway and an outdoor service environment; limited heating and cooling will be provided to the machine room. 1. Number of Stops: 2 2. Entrance: Side Opening 3. Rated Load: 2500 pounds 4. Rated Speed: 125 FPM 5 Main Power Supply: 3 Phase, with a separate equipment -grounding conductor. 6. Lighting Power Supply: 120 Volts, 1 Phase, 15 Amp, 60 Hz. B. Simplex Selective Operation: Non-proprietary microprocessor -based controller, operation shall be automatic by means of the car and hall buttons. If all calls in the system have been answered, the car shall park at the last landing served. 1. Permanent remote elevator monitoring using the original manufacturer's device or an approved after -market product. 2. Firefighters' Service Phase I & II 3. Top of Car Inspection 4. Car -Stall Protection 5. Normal maintenance shall require no proprietary tools for field adjustment and service. C. Door Control Features: 1. Closed -loop, microprocessor based door operator system. The door operator will facilitate smooth operation under varying environmental influences such as, temperature, wind, friction, and component variation. The processor will monitor the door's actual position and velocity compared to its desired position and velocity. If variations are detected in the profile the command will be automatically corrected. The Door Operation control system shall not require machine room door control equipment. 2. Door noise not to exceed 58dBA. 3. Door control to open doors automatically when car arrives at a landing in response to a normal hall or car call. 4. Provide a door reopening device that will stop and reopen the car door and hoistway door automatically due to an obstruction. The reaction time of the door detector sub -system shall not exceed 60 milliseconds when both primary and secondary protection capabilities are active; nor 40 milliseconds when the secondary protection is disabled. 5. Door nudging operation to occur if doors are prevented from closing for an adjustable period of time. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS HYDRAULIC PASSENGER ELEVATOR SECTION 14 24 00 - 2 D. Performance Requirements: Contractor design work shall comply with the following under all loading and service conditions. 1. Capacity: Safely lower, stop and hold up to 125 percent of rated load. 2. Car Speed Differential: +/- 10 percent between full and no load. 3. Stopping Accuracy: +/- 0.375 inch from landing sill; up and down. 4. Door Opening Time: 2.1 seconds from start of opening to fully open. 5. Floor -to -Floor Travel Time: Elapsed time from start of doors closing to car level and stopped at adjacent floor with doors three-quarters open shall not exceed 13.5 seconds. 6. Pressure: 400 p.s.i. maximum operating pressure, and design value of 500 psi. 1.3 SUBMITTALS A. Provide initial submittal within 60 days from start of Work. B. Product Data: For each component, and item of equipment including controls, fixtures and finishes. Include plans, sections and elevations to completely describe elevator installation. Power Confirmation Sheets: Motor horsepower, code letter, starting current, full -load running current and demand factor. C. Shop Drawings: Show Project specific configurations, assemblies and details not sufficiently described in product data. 1. Plan of pit, hoistway and machine room indicating equipment arrangement, elevation section of hoistway, details of car enclosures, hoistway entrances, car, and hall signal fixtures. 2. List equipment, reactions, design and performance information. 3. Contractor designed components shall be stamped and signed by the Contractor's Washington Registered Engineer as necessary to demonstrate compliance with Codes and regulatory requirements. D. Samples: Four samples of each material and finish type required for car, entrances, controls, and fixtures. E. Closeout Submittals: Four sets of each. Operations and Maintenance manuals, including as - built drawings, and diagrams for equipment connections and circuitry, including modifications made to manufacturer's standard configuration, parts lists, ordering instructions and similar information. 1. Drawings: Reproducible stock, include legend indicating name and symbol of each relay, switch and apparatus, and location of contacts and apparatus. Provide an index for location and function of components. Mount installation wiring diagrams on panels, racked, or similarly protected, in elevator machine room. 2. Instructions: All operating features and necessary maintenance procedures, and information to enable Owner staff to maintain elevators as recommended by manufacturer and required by regulatory agencies. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Elevator manufacturer, or their licensee with not less than 5 years' successful experience with the installation of similar elevators. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS HYDRAULIC PASSENGER ELEVATOR SECTION 14 24 00 - 3 B. Regulatory Requirements: In addition to Project requirements, work of this Section shall conform to the following standards. 1. ASME A17.1 Safety Code for Elevators and Escalators, State of Washington Elevator Code. ASME A17.2 Guide for Inspection of Elevators. 2. NFPA 70 National Electrical Code and ASME A17.5 Elevator Electrical Equipment. 3. Directives of local inspectors and regulatory agencies. 4. Performance Ratings and Labels: Provide for life safety and operating components and assemblies. C. Provide permit, license and inspection fees necessary to complete the work. Field Test: ANSI A17.2 as necessary for compliance with Regulatory Authority; conduct in presence of Authorized Representative. Provide personnel and equipment as necessary for required tests. 1.5 MAINTENANCE A. Maintenance Service: Monthly preventive maintenance, performed during normal working hours by qualified personnel of the elevator Installer with not less than 5 years experience with the type of elevator equipment required for the Project. 1. Service Contract Duration: 60 months following date of Final Acceptance. 2. Include replacement of worn and defective parts and components, lubrication, cleaning and adjusting as necessary for proper elevator operation and compliance with Project requirements. 3. Provide 24 hour/day, 7 days/week emergency callback service. 4. Service shall exclude only repair and replacement due to misuse, abuse, accidents or neglect caused by persons other than Installer's personnel. B. Software Upgrades: Provide for one year from date of Final Acceptance. C. Manufacturer of Elevator Equipment: Guarantee to deliver replacement parts within seventy- two hours from order, as needed at a fair market price. PART PRODUCTS 2.1 MANUFACTURERS A. Basis of Design Product: Subject to compliance with Project requirements provide ThyssenKrupp AMEE 25C holeless hydraulic passenger elevator. 2.2 MATERIALS A. Steel: 1. Sheet Steel (Furniture Steel for Exposed Work): ASTM A366, matte finish, stretcher leveled, cold rolled, commercial quality steel. 2. Sheet Steel (for Unexposed Work): ASTM A 569 hot rolled, commercial quality steel, pickled and oiled. 3. Structural Steel Shapes and Plates: ASTM A6, ASTM A36, and ASTM A108. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS HYDRAULIC PASSENGER ELEVATOR SECTION 14 24 00 - 4 B. Stainless Steel: ASTM A 167, Type 302 or 304, standard tempers and hardness required for fabrication, strength and durability. 2.3 MACHINE ROOM EQUIPMENT A. Pump Unit: Positive -displacement pump, induction motor, master -type control valves combining safety features, holding, direction, bypass, stopping and manual -lowering functions, shut-off valve, oil reservoir with protected -vent opening, oil gage and outlet strainer, drip pan and connections all mounted on isolating pads. Provide thermal unit or comparable means to maintain oil at operating temperature. Starter: Closed transition SCR soft start. B. Selector: Relay, solid-state or moving crosshead type electrically or mechanically coupled to elevator car. C. Controller: Simplex Collective Operation; UL/CSA labeled. Self-supporting steel frame for mounting of all components with removable sheet metal enclosing cabinet. Ventilate to prevent heat build-up. 1. Permanently mark components (relays, fuses, PC board, etc.) as indicated on wiring diagrams. 2. Provide for timed function of controller with automated shut-off. D. Provide piping, connections and hydraulic fluid. Use isolated couplings between the pump unit and fluid lines. 1. Muffler: In discharge oil line near pump unit. Dampen and absorb pulsation and noise in the flow of hydraulic fluid. 2. Shutoff Valve: Manual; one in line adjacent to pump and one in pit adjacent to jack unit. 3. Hydraulic Fluid: Chevron Clarity Liondel Food Grade (FG 32) or other acceptable non- toxic fluid acceptable to elevator equipment manufacturer. E. Equipment Supports Guards and Accessories: Comply with Section 05 50 00 requirements for metal fabrications. Provide as necessary for access to and support of equipment and components. Comply with Washington Industrial Safety and Health Act requirements for safety features. F. Elevator Equipment Components Systems and Supporting Assemblies: Isolated to prevent transmission of vibration and electrical charges to building structure and operating systems. Noise Level for Operating Equipment: 60 dBa using 'W'weighted scale measured 3 feet off the floor and 3 feet from the equipment. 2.4 HOISTWAY EQUIPMENT A. Guide Rails: Planed steel T-sections, Provide anchors and accessories including rail backing. Rail Brackets: Forged steel; sheet metal is not acceptable; coordinate requirements with Section 05 50 00. B. Buffers: Spring type with blocking and supports. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS HYDRAULIC PASSENGER ELEVATOR SECTION 14 24 00 - 5 C. Cylinder: PVC protected cylinder, pressure sealed and factory pressure tested to 500 psi. With required packing shall collect oil at cylinder head and return to oil reservoir. D. Plunger: Polished seamless steel tubing or pipe; maximum section length of 16 feet unless otherwise acceptable. Join section by internal threaded couplings. Factory polish multiple section jack units while assembled and mark for field reassembly. Isolate plunger from car sling. E. Jack Support: Provide steel channels to support jack and transmit loads to supporting structure. F. Normal and Final Terminal Stopping Devices: Per Code. G. Conductors and Wiring Connections: Copper; splice only at terminal blocks, control compartments, junction boxes, and conduits. 1. Studs, Terminal Blocks and Conductors: Coded and identified. 2. Spare Conductors: 10 percent of required quantity, run from car connection points to individual machine room controllers. Provide four pairs of shielded communication wires in addition to those required to connect specified items. Tag spares in machine room. 3. Conduit: 0.5 inch diameter painted or galvanized steel. Flexible conduit not to exceed 36 inches in length. Flexible heavy-duty service cord acceptable between fixed car wiring and car door switches for door protective devices. 4. Traveling Cables: Type ET flame and moisture -resistant outer cover. Prevent traveling cable from rubbing or chafing against hoistway or equipment within hoistway. 5. Sensors and Communication Devices: Provide machine room connections. H. Pit Stop Switch: Per Code. Floor Numbers: Stencil Painted 4 inches high floor numbers within the hoistway per Code. 2.5 HOISTWAY ENTRANCES A. Door Assemblies: 16 gage stainless steel door panels of sandwich construction without binder angles. Provide rubber astragals on leading edges and gibs on leading and trailing edges, with gibs in the sill groove the entire length of travel. Provide smooth and silent operation in moving parts. 1. Hangers and Track: Integral with door assembly. No metal -to -metal contact between roller and track. 2. Interlocks: Operable without retiring cam; galvanized steel. 3. Closers: Reliable mechanical close of doors; spring, spirator or strut mounted, counterweighted. 4. Sight Guards: 14 gage steel fabricate as required for doors and free of sharp edges. 5. Frames: 14 gage hollow stainless steel, bolted assembly. 6. Identifying Devices: Mount on both jambs 60 inches AFF. Arabic numerals for each floor, with braille symbols and "Star of Life" at Second floor landing. a. Emergency Elevator: Rear mounted "Star of Life" 78 - 84 inches AFF. 7. Sills: Nickle-silver. Sized for car load class; anchor 18 inches on -center, grout not acceptable. 8. Struts and Headers: Provide for vertical support of entrances and related material. Provide door open bumpers on entrances equipped with vertical struts. 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 HYDRAULIC PASSENGER ELEVATOR SECTION 14 24 00 - 6 2.6 CAR EQUIPMENT A. Car Frame: Welded or bolted, rolled or formed steel channel construction. Isolate from jack unit. B. Platform: Structural sheet steel with fireproofing on the underside. C. Guide Shoes: Slide type. D. Car Sills: Extruded aluminum, narrow type with extruded extension between entrance columns to face of cab front return. E. Toe Guard: As necessary for compliance with regulatory requirements F. Car Doors, Hangers and Tracks: As required for hoistway entrance. 1. Header: 12 Gage steel; shape to provide stiffening flanges. 2. Door Electrical Contact: Prohibit car operation unless car door is closed within tolerance allowed by regulatory requirements. 3. Clutches: Heavy-duty components to provide positive, smooth, quiet door operation. Allow car doors to close for maintenance, while hoistway doors remain open. 4. Operator and Door Control Devices: Per Performance Requirements. G. Elevator Car Station: One, metal box containing the operating fixtures, mounted behind the car enclosure stationary front return panel. 1. Identify and locate operating controls per accessibility standards including tactile symbols and braille messages. Provide LED call registration indicator. 2. Alarm Button: Illuminate when actuated. 3. Emergency Stop: Interrupt power supply independently of regular operating devices; maintain registered calls, continue normal service after power restored. 4. Keyed Stop Switch: Indicate "run" and "stop". Locate in locked car service compartment. 5. Door Open and Door Close: Stop, reopen and hold doors open, operable while car is stopped at a floor. Extend door open to 30 seconds, cancel with car call or door close. 6. Firefighters' Phase II Key Switch: Light jewel, buzzer and call cancel button; door close operational only under Phase II conditions. 7. Service Compartment: Manufacturer's standard configuration, finished to match car return panel. Provide key -operated inspection switches, light on -off & dimmer, 2-speed fan, Independent service, emergency battery test & 120 AC outlet. 8. Signage: Engraved contrasting characters acceptable to Architect. Provide Phase II firefighter's operating instructions and elevator number at main operating panel. H. Car Top Control Station and Emergency Exit: Comply with regulatory requirements. Work Light and Duplex Plug Receptacle: Top of elevator car. Provide lights with on -off switch and bulb guard. Communication System: Two-way with automatic dialing, tracking and recall and automatic roll-over with four station capacity. "Push to Talk" button match similar controls, illuminate and flash when call is acknowledged. Provide uppercase "Push to Call", "Help on the Way" engraved signage Sans Serif character. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS HYDRAULIC PASSENGER ELEVATOR SECTION 14 24 00 - 7 2. Provide remote speaker behind front return panel with shielded wiring to machine room junction box. 2.7 CAR ENCLOSURES A. Passenger Elevator: 1. Walls: Textured stainless steel panels to be selected by the Architect. 2. Glazed Wall: Clear anodized aluminum with 0.875 inch heat strengthened clear laminated glazing. 3. Front Return Panels: Stainless steel with No. 4 non -directional polish. Integral with entrance columns; provide cutouts for operating panel and cabinet for communication equipment. 4. Entrance Columns and Transom: Match Front Return Panels. 5. Car Door Panels: Same construction as hoistway door panels. 6. Handrails: Two stainless steel with a non -directional No. 4 polish, 1.5 inch diameter tubes mounted on both sides and rear of the cab. Locate top handrail line at a height of 32 inches above the cab floor. Bolt handrails through the cab walls from the back and mounted on 1.5 inches deep round standoff spacers no more than 18 inches on center. Return handrail ends adjacent to the car door strike jamb into cab walls. 7. Ventilation: Manufacturer's standard fan sized to provide required air change at a noise level not exceeding 48 dB (a). 8. Ceiling: Manufacturers type E design with recessed low voltage halogen fixtures. 9. Finish Floor: Non -slip aluminum plate. 2.8 LANDING CONTROL STATIONS A. Push -buttons: Vandal resistant. Provide one, flush mounted as shown. Include push -buttons for each direction of travel which illuminate to indicate call registration. Engrave approved safety message, "In Case of Fire..." in push-button faceplate and fill black. B. Hoistway Access: Manufacturer's standard and as necessary to comply with elevator Code and permitting access through -out the hoistway, not just the terminal landings. C. Faceplate for Hall Station Call -Button and Hoistway Access Switch: Stainless steel. 2.9 SIGNALS A. Lanterns: Vandal resistant car and jamb mounted; Illuminated discs and audible signals to indicate travel direction of arriving elevator 4 seconds prior to car arrival. Illuminate signal until elevator doors start to close. B. Faceplates for Signals: Non -direction brush finished stainless steel or as necessary to match car finishes. 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 HYDRAULIC PASSENGER ELEVATOR SECTION 14 24 00 - 8 PART 3 EXECUTION 3.1 EXAMINATION A. Site Verification of Conditions: Identify conditions that do not comply with Code requirements and provide corrective measures. Verify equipment layouts and proper clearances for all components in machine room and elevator shaft. 3.2 INSTALLATION A. Comply with manufacturer's instructions and recommendations for work required during installation. B. Elevator Guide Rails: Plumb and parallel with maximum deviation of 1/16 inch; anchorage in pits shall not compromise waterproofing. Coordinate rail reinforcing requirements and shaftwall construction. Provide reinforcing as necessary for rail weight provided. C. Hoistway Entrances: Coordinate with installation of guide rails, make final adjustment of sills and doors with operating car in shaft. Align entrances with cars for minimum safe workable dimensions at each landing. Align sills with finished floor at landings and grout. D. Provide welded connections where bolted connections are not required for normal operation, adjustment, inspection, maintenance and replacement of worn parts. Comply with AWS standards for workmanship and for qualifications of welding operators. E. Provide vibration absorbing mountings to isolate elevator equipment and prevent transmission of noise and vibration to structure. F. Install piping without routing underground, where possible; where not possible, cover underground piping with permanent protective wrapping before backfilling. G. Adjust and lubricate operating parts of systems, as recommended by manufacturer prior to test and operation of elevators. 3.3 FIELD QUALITY CONTROL A. Site Tests: Prior to permitting any use of elevator (either temporary or permanent), perform acceptance tests as required and recommended by Code and by governing regulations or agencies. One hour Load Test: Shortly before substantial completion load each car to rated capacity and operate continuously for 60 minutes over its full travel distance, stopping at each level and proceeding immediately to the next in both directions. a. Record temperature rise of pump motor with shielded thermometer; verify temperatures do not exceed 50 degrees Centigrade above ambient. b. Performance and Leveling Test: Prior to and following Load test. c. Check and verify operation of safety features and special operations. d. Measure and record acoustical output levels in machine rooms, lobbies and cars prior to during and following Load test. B. Make corrections to defective work at no cost to Owner. Cost for re-examination and testing, including fees of Owner agents and representatives shall be the Contractor's responsibility. 215019 MUSEUM OF FLIGHT 071715 PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS HYDRAULIC PASSENGER ELEVATOR SECTION 14 24 00 - 9 3.4 DEMONSTRATION A. Instruct Owner personnel in proper use, operations and daily maintenance of elevators. Review emergency provisions, including emergency access and procedures to be followed at time of failure in operation and other building emergencies. Train Owner's personnel in normal procedures to be followed in checking for sources of operational failures or malfunctions. Confer with Owner on requirements for a complete elevator maintenance program. B. Make a final check of elevator operation, with Owner personnel present and just prior date of substantial completion. Determine that control systems and operating devices are functioning properly. END OF SECTION 215019 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE - ELEVATOR REPAIRS CONSTRUCTION DOCUMENTS 071715 MAYES TESTING ENGINEERS, INC. May 3, 2016 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188-8188 Attention: Building Official Re: Museum of Flight Aviation Elevator Repair Final Letter 9404 East Marginal Way South Permit No. D15-0192 Tukwila, WA Project No. L15487 Seattle Offim 20225CedarvaleyRoad SURD 110 Lynrn=co WA98036 ph425.7429360 fax425.745.1737 Tanana Office 10029 S. Tamrna Way SL#aE2 Tamma, WA98499 ph 253.584.3720 fax253S84.3707 Podaw0firce 7911 NE33rd Dime Su'e 190 Podand, OR97211 ph 503281.7515 W503281.7579 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: • Structural Steel Erection To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust this provides you with the information that you require. Should you have any questions please call us at 425/742-9360. Sincerely, Mayes Testing Engineers, Inc. Michael J. Mayes, P.E. President RECLiVED (" Y OF 't ►UKWILA �11F'1u 1� y 111 I�i 0[12' CENTER City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 1 /4/2016 NATHAN MESSMER 110 UNION ST STE 300 SEATTLE, WA 98101 RE: Permit No. D15-0192 MUSEUM OF FLIGHT 9404 E MARGINAL WAY S Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 2/13/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 2/13/2016, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Ltd Bill Rambo Permit Technician File No: D15-0192 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington. 98188 • Phone 206-431-3670 • Fax 206-431-3665 r'ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0192 DATE: 07/29/15 PROJECT NAME: THE MUSEUM OF FLIGHT - ELEVATOR SITE ADDRESS: 9404 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: P06 A4 ^elf Building Division W 44y A0 Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval review required) REVIEWER'S INITIALS: Revision # before Permit Issued Revision # after Permit Issued "P khn �1�7 Fire Prevention ME Structural ❑ 0 vj,.. 400 Planning Division Permit Coordinator ❑ DATE: 07/30/15 Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/27/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 SELLEN CONSTR CO INC Page 1 of 6 Washington State Department of Labor & Industries SELLEN CONSTR CO INC Owner or tradesperson REDMAN, RICHARD C Principals REDMAN, RICHARD C BADGER, WILLIAM B DICKERT, DENNIS A CARLSON, LORI L HAFENBRACK,CHARLES BARRETT, ROBERT E BOYESON, WILLIAM R MCCLESKEY, ROBERT P, PRESIDENT WAINHOUSE, WILFRED T, VICE PRESIDENT REDMAN, SCOTT B, VICE PRESIDENT NULPH, KURT F, SECRETARY AVERY, JOHN N (JACK), TREASURER HART, GARY D, TREASURER Home Inicio en Espanol Contact Search L&I 1 , r $� . A-L Index Help My Secure lAl Safety Claims & Insurance Workplace Rights Trades & Licensing PO BOX 9970 SEATTLE, WA 206-682-7770 KING County WA UBI No. Business type 578 006 698 Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ........................................................................... Meets current requirements. License specialties GENERAL License no. SELLEC*372N0 Effective — expiration 08/2011963— 06/01/2017 Bond FIDELITY & DEP CO OF MARYLAND $12,000.00 Bond account no. 30268557 Received by L&I Effective date 02121/2002 02/01/2002 Expiration date Until Canceled Insurance .... _....................... American Contractors Indem CO $5,000,000.00 Policy no. GL16ABC00038 https:Hsecure.lni.wa.gov/verifyIDetail.aspx?UBI=578006698&LIC=SELLEC*372NO&SAW= 8/17/2015 Vicinity Map T Site Plan 1 " = 20' z��c �Project Site - 63sf �� \ �i1i�rliAi \ 5 7 1 WWWLIJWW ` �— -- —�--------- —-------— PEDEST AN SKYBRIDGE \\�------- <-- ---\ —------- Parcel No. 5730000020 o \ _. C �Q i i Building Code Information Applicable Codes: 2012 International Building Code (IBC) - WA State Amendments f UCLipancy: n/a Construction Type: V-B Fire Resistance Ratings: Primary structural frame 0 hr Bearing walls 0 hr Nonbearing walls 0 hr Exterior walls 0 hr Floor construction 0 hr Roof construction 0 hr Architectural Abbreviations AB ANCHOR BOLT ADJ ADJACENT AFF ABOVE FINISH FLOOR ALT ALTERNATE ALUM ALUMINUM APPROX APPROXIMATE BD BOARD BLDG BUILDING BM BEAM BO BOTTOM OF C CONCRETE CIP CAST IN PLACE CJ CONTROL JOINT CLG CEILING CLR CLEAR COL COLUMN CONC CONCRETE CONT CONTINUOUS Legal Description CON I R CONTRACTOR Parcel No. 5730000020 DIA DIAMETER Legal Description: DIM DIMENSION MUSEUM OF FLIGHT -SPACE SHUTT BSIP DTL DETAIL DN DOWN LOT 2 - DS DOWN SPOUT THAT PORTION OF THE SOUTHWEST QUARTER OF THE DWG DRAWING SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST. WILUAMETTE MERIDIAN, IN KING E EXISTING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS_ EA EACH EJ EXPANSION JOINT BEING KNOWN AS LOT A OF CITY OF TUKWILA BOUNDARY EL ELEVATION LINE ADJUSTMENET NUMBER BLA-01-002, RECORDED ELEC ELECTRICAL UNDER RECORDING NUMBER 2001080:3900001; ELEV ELEVATOR EQ EQUALEQUIP EXCEPT FOR THE PORTION WHICH LIES NORTH AND WEST EQUIPMENT OF THE FOLLOWING LINE; EX EXISTING BEGINNING AT THE NORTHEAST CORNER OF SAID LOT A; EXIST EXISTING THENCE SOUTH 22 31' 52" EAST ALONG THE WESTERLY EXP EXPANSION MARGIN OF EAST MARGINAL WAY SOU I H, A DISTANCE OF EXT EXTERIOR 22.1 91 FEET TO THE TRUE POINT OF BEGINNING OF A TANGENT CURVE TO THE LEFT; FB FLAT BAR THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE FD FLOOR DRAIN OF 116 19' 59" AND AN ARC LENGTH OF 50.76 FEET; FF FINISH FLOOR/ FACTORY FINISH THENCE SOUTH 25 09' 43" EAST, A DISTANCE OF 100,18 FEET FIN FINISH TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT; FLR FLOOR THENCE ALONG SAID CURVE THRC)UGH A CENTRAL ANGLE FOC FACE OF CONCRETE OF 88 21' 33" AND AN ARC LENGTH 01- 03,55 FEET; FOF FACE OF FINISH THENCE SOUTH 03 11' )0" WEST, A DISI'A.NCE 01_ -165.77 FOS FACE OF STUD FEET TO THE WEST LINE OF SAID LOT A AND THE TERMINUS FRT FIRE RETARDANT TREATED OF THIS DESCRIBED LINE. FT FOOT/FEET FTG FOOTING TOGETHER WITH AN EASEMENT FOR ACCESS AND UTILITY FURR FURRING PURPOSES AS SHOWN ON SAID CITY OF TUKWILA FV FIELD VERIFY BOUNDARY LINE ADJUSTMENT NUMBER BLA-01-002. GA GAUGE GALV GALVANIZED GL GLASS/GLAZING GWB GYPSUM WALL BOARD Site Address HC HANDICAPPED HD HEAD. 9404 East Marginal Way South HM HOLLOW METAL Tukwila, WA 98108 HO HOLD OPEN HORIZ HORIZONTAL HR HOUR Project Description IGU INSULATED GLAZING UNIT INSUL INSULATION The elevator tower at the west side of T. Evans Wykoff Memorial pedestrian bridge was struck by a vehicle on Sunday the 17th of JT JOINT May, 20115, causing damage to the elevator, enclosure., and LAM LAMINATED trulctLre. "The majority of damage is limited to within about 12 LF LINEAR FOOT/FEET vertical feet of grade level at the southeast corner. Work will repair LT WT LIGHT WEIGHT the area to functional and safe condition, matching the previous installation. MAX MAXIMUM MECH MECHANICAL MEMB MEMBRANE MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MTG MOUNTING MTL METAL NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE OA OVER ALL OC ON CENTER OH OVERHEAD OPNG OPENING OPP OPPOSITE HAND PERIM PERIMETER PR PAIR R RISER RAD RADIUS RD ROOF DRAIN REF REFERENCE REINF REINFORCED REQD REQUIRED RM ROOM RO ROU(.;)H OPENING SEC SECTION SECT SECTION SHT SHEET SHTG SHEATHING SIM SIMILAR SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL STD STANDARD STL STEEL SUSP SUSPENDED SYM SYMMETRICAL T TREAD TEMP TEMPERED THK THICKNESS TO' TOP OF TOB TOP OF BEAM TOC TOP OF CONCRETE TOD TOP OF DECK TOP TOP OF PARAPET TOS 'TOP CIF SLAB TOW TOP OF WALL TS TUBE STEEL TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD W/ WITH W/O WITHOUT WP WATER PROOF/WATERPROOFING a ANGLE U CENTERLINE 0 DIAMETER Y PLATE Drawing Symbols Section or Exterior Elevation Identification 1 SIM Ate« Detail Identification Xoa Building Grid Identification Elevation Mark / Dimension Point North Point Project Team: Client Museum of Flight 9404 East Merginal Way South Seattle, Wa 98108 T. 206-764-5700 contact: Clark Miller, cmiller@museumofflight.or General Contractor Sellen Construction 227 Westlake Ave. N. PO. Box 9970 T. 206-682-7770 contras: (arc=t Downing, bret.downing@sellen.com Wa hinglon 'Mate License REG: CC SELL EC*372NO exp. date: 06/01 /2016 City of Tukwila License BUS-0996022: UBI: 578006698 exp. date. 12/31/201b Architect SRG Partnership Inc. "° R 110 Union Street, Suite 300 as I j WobAfo Seattle, Wa 98101 ;:withhc>Iui VI 206 913-1 tOO Tukwila Sul NOTE: R visigns will ra cr�ritic;t_ Nattlart 11+1c?:��,mer, andMYIn'W'Weadd nmessmert-sr4DartnershiD.com Structural Engineer Magnuson Klemencic Associates 1301 5th Ave., Suite 3200 Seattle, Wa 98101-2699 T. 206-292-1200 contact: Derek Beaman, dbeaman@mka.com Elevator Consultant Lerch Bates 195-15:' North Creek Parkway, Suite 304 Bothell, Wa 98011 T. 425=205=2205 contact: Kevin Evans Drawing Index: General G001 Drawing Index / Project Information / Site Plan Structural S001 Abbreviations, Legends and Drawing List S002 General Not& S003 General Notes S201 Partial Ply n and Elevations S301 St(.Iul " OIlAils Architectural A500 West Staiir and Elevator Plans and Elevations A502 West Elevator Sections & Elevations A800 Elevator Enclosure Details A802 Stair and Elevator Details ISIA10 IDN++31ine el . nZ jo AND V19Q Al .p0 0PRU Pemdda to 10 Auv � 041 e�c'a 814=1111130P uoporulsuco 10 08WI dolt) PUB awe tl t 01 RAOXWe MOM UVId O ' _�Id "ON Wusd SEPARATE PERMIT RE( UIRED FOR: ebhanicat Iechical lumbing GZS Piping City of TUkisf►?n KEVfEWED FOR CODE COMPLIANCE APPROVED AUG 0 4 2015 N M City of Tukwila Cal III n1A1n e1n.....�,.. SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEA! ILL, WA 98101 206 9 73 1700 SRGPARTNERSH RC OM We to the Se r approval of 13ivGo.. a ne%v plan submift, I pfan (--"%W fee.3 , II { f i 1k < i i� • •t 3146 DENNIS C. Vol?" STALE OF 031MON CONSTRUCTION DOCUMENTS Drawing Title Drawing Index Project Information Site Plan RECEIVED CITY OF TUKWILA JUL 2 9 2015 PERMIT CENTER Drawn by Checked by Date 07.17-15 Project No 215019 C O L N M IN J n O Z O N o 4- U +- a U rr F— I) 1 m 1 Q U 11 m N n <.O CD Ln 0 N AND L ANGLE SECTION PLAN VIEW ELEVATION COLUMN IN SECTION 0 ID AT LAB LABORATORY DEG DEGREE I.B. = POUND DRAWING NUMBER DRAWING TITLE LB NUMBER POUND LF LINEAL FOOT 0, DIA DIAMETER LIN LINEAL: LINEAR CONCRETE ENCASED STEEL a6 ANCHOR BOLT LLH L IIVE LEGS HORIZONTAL — -- — STEEL BEAM COLUMN SECTION SO01 ABBREVIATIONS, LEGENDS AND DRAWING LIST AC AMERICAN CONCRETE INSTITUTE LLV LONG LEGS VERTICAL S002 GENERAL NOTES ADDL ADDITIONAL LLBB LONG LEGS BACK-TO-BACK S003 GENERAL NOTES ADJ ADJACENT LOC LOCATION, LOCATE AGGR AGGREGATE LONGIT LONGITUDINAL �--0 COLUMN STARTS HERE AISC AMERICAN INSTITUTE OF LP LOW POINT S201 PARTIAL PLAN AND ELEVATIONS STEEL CONSTRUCTION LSL LONG SLOTTED (HOLES) ALT ALTERNATE LSW LIGHT GAGE SHEARWALL - -�-� — — CHANNELCOLUMN ENDS HERE S301 STEEL DETAILS ALUM ALUMINUM LTWf LIGHTYCIGHT - - - - - ANSI AMERICAN NATIONAL LVL LEVEL i , i i STANDARDS INSTITUTE APA AMERICAN PLYWOOD ASSOCIATION MAS MASONRY MOMENT CONNECTION APPD APPROVEDVED MATL MATERIAL APPROX APPROXIMATE MAX MAXIMUM — — — — — ANGLE AR ANCHOR ROD MB MACHINE BOLT ARCH ARCHITECTURAL: ARCHITECT MC MISCELLANEOUS CHANNEL I SRG PAF ASSY ASSEMBLY MECH MECHANICAL ci III I I 1 11111 MOMENT FRAME CONNECTION 1,0UI ASTM AMERICAN SOCIETY FOR MEMB MEMBRANE TESTING AND MATERIALS MEP MECHANICAL/ ELECTRICAL/ SEA' . AWS AMERICAN WELDING SOCIETY PLUMBINGIs MOME BAL BALANCE MFB MOMENT FRAME RA E BEAM I I I SHEAR CONNECTION BD BOARD MFC MOMENT FRAME COLUMN — . _ . — - — _ DOUBLE ANGLE �— SRGPAR BF BRACED FRAME MFR MANUFACTURE: MANUFACTURER i BLDG BUILDING MFRG MANUFACTURING BLK BLOCK: BLOCKING MIN MINIMUM: MINUTE L BB SL;BB SPLICE BM BEAM MISC MISCELLANEOUS II j BMU BRICK MASONRY UNIT ML MATCH LINE I BOS BOTTOM OF STEEL: BOSOM (YIELD) MO MASONRY OPENING _ iF SQUARE OR BOT BOTTOM Ms MECHANICAL SPLICE — RECTANGULAR ----------------- DIAGONAL BRACING ABOVE BRCG BRAC I NG _ _ _ _ I i BRIG BEARING N NORTH ' HOLLOW SECTION (DASHED LINE) BRKT BRACKET N-S NORTH -SOUTH z U BSMT BASEMENT NF NEAR FACE ( Q a BTWN BETWEEN NFPA NATIONAL FOREST PRODUCTS U L BU BUILT-UP ASSOCIATION I I J L HANGER NIC NOT IN CONTRACT I CIRCULAR HOLLOW rW a C CAMBER NS NEAR SIDE — I I CI CUL OLLO Z � CANT STANDARDCANTILEVCHANNEL NTS NOT TO SCALE — I . SECTION, PIPE F F HANGER BELOW FLOOR o w CC CENTER TO CENTER OC ON CENTER - - CG CENTER OF GRAVITY OD OUTSIDE DIAMETER CIP CAST -IN -PLACE OPNG OPENING CJ CONSTRUCTION JOINT OPT OPPOSITE (HAND) STEEL MEMBERS 2 STEEL SYMBOLS 3 CL CENTERLINE OPT OPTION: OPTIONAL CLR CLEARANCE: CLEAR OVS OVERSIZED (HOLES) CMU COL CONCRETE MASONRY UNIT OWJ OPEN WEB JOIST UJ COMP COMPRESSION P PIPE CONC CONCRETE PC PRECAST CD CONFIG CONFIGURATION PCF POUNDS PER CUBIC FOOT CONN CONNECTION: CONNECT PCP PRECAST CONCRETE PANEL i i STEEL FLOOR DECK CONSTRUCTION PEN DEPRESSED SLAB -----, CONTT CONTINUE; CONTINUOUS PERP PERPENDICULAR --------- -- LONGITUDINAL CONTR CONTRACTOR PL PLATE I 1 COORD COORDINATE: COORDINATION PLC PLACE WELDED WIRE FABRIC a COLUMN FOOTING CORR CORRUGATED PLF POUNDS PER LINEAL FOOT CP COMPLETE PENETRATION PLYWO PLYWOOD RAISED SLAB WELD -ULTRASONIC TEST PP PARTIAL PENETRATION 1 CTR CENTER PREFAB PREFABRICATED i i STEEL FLOOR DECK L - - - - - - - -1 CTSK COUNTERSINK: COUNTERSUNK PS PRESTRESSED CU CUBIC PSF POUNDS PER SQUARE FOOT TRANSVERSE F12 PSI POUNDS PER SQUARE INCH CHANGE OF SLAB d PENNY (NAIL) PT POST -TENSION ELEVATION DBL BAR DIAMETERS PVC POLYVINYL CHLORIDE 0 COLUMN DOULE DEG, ° DEGREE R RADIUS TOP OF C4 DEMO DEMOLISH: DEMOLITION RB RISER BAR STEEL ROOF DECK DEPT DEPARTMENT RCMD RECOMMEND SLOPING SLAB DET DETAIL REF REFERENCE DIA, 0 DIAMETER REINF REINFORCE: REINFORCING: _B3 _ DIAG DIAGONAL REINFORCEMENT LIMIT OF DECK OR BOTTOM OF BEAM OIAPH DIAPHRAGM READ REQUIRED SPAN MARK — — — OICA DRILLED -IN CONCRETE ANCHOR REQT REQUIREMENT SLOPING SLABUJ DIM DIMENSION DISC DISCONTINUED: DISCONTINUOUS S1S SURFACED ONE SIDE DL DEAD LOAD S2S SURFACED TWO SIDES CHANGE OF SLAB ON DOWN S4S SURFACED FOUR SIDES THICKNESS DO DITTO S AMERICAN STANDARD SHAPE: SOUTH S1 ONE SLAB DN DRAWING SB SPACER BAR: SUPPORT BAR DIRECTION OF SPAN DWI. DOWEL SC SLIP CRITICAL SCC STRUCTURAL CONSULTANT TO EE) EXISTING SCHED SCHEDULE; CONTRACTOR [�7FLOOR OR E-W EAST -WEST SDO SPECIAL DUCTILE QUALITY WALL OPENING WF2 EA EACH SECT SECTION CONCRETE WALL - - - - - - - - EF EACH FACE SEOR STRUCTURAL ENGINEER EJ EXPANSION JOINT OF RECORD WALL FOOTING EL ELEVATION SHT SHEET ELEC ELECTRICAL SHTG SHEATHING ELEV ELEVATOR SIM SIMILAR EMBED EMBEDDED SLBB SHORT LEGS BACK-TO-BACK El CONCRETE COLUMN ENGR ENGINEER SOG SLAB ON GRADE "0 EO EQUAL: EARTHQUAKE SP SPIRAL EQUIP EQUIPMENT SPC SPACE �s ES EACH SIDE SPCG SPACING ETC ET CETERA SPECS SPECIFICATIONS EW EACH WAY SQ SQUARE EXIST EXISTING SSL SHORT SLOTTED (HOLES) CONCRETE SYMBOLS 6 TYPICAL CONCRETE SCHEDULE MARKS 7 DRAWING LIST 8 CON EXP EXPANSION STD STANDARD EXTD EXTEND;EXTENDED STIRR STIRRUPER DOC STL STEEL FD FLOOR DRAIN STR STRAIGHT A Drawing Title FDN FOUNDATION STRUC STRUCTURAL SECTION FF FAR FACE SUPT SUPPORT SECTION PLAN VIEW 3/S331 ABBREVIAI FG FRICTION GRIP BOLT SW SHEAR WALL 9 FIN FINISH sYM SYMMETRICAL L LEGENDS SHEET NUMBER _.—� DRAWING FL FLOOR: FLOOR LINE FLG FLANGE T8B TOP AND BOTTOM FOS FACE OF STUD TOG TONGUE AND GROOVE FP FIREPROOF: FULL PENETRATION TEMP TEMPERATURE: TEMPORARY Revision FRMG FRAMING THICK THICKNESS FS FULL SIZE: FAR SIDE TOC TOP OF CONCRETE: TOP OF CURB STUD SECTION NUMBER I GRID LINES FT FOOT: FEET TOF TOP OF FOOTING FTG FOOTING TOS TOP OF STEEL REC; TOW TOP OF WALL GA GALV GALVANIZED TYGE P TRANS TYPICALRSE 4� /S431 DETAIL CITY OF GBL GLUEELAMINATED (BEAM) UB UNIVERSAL BEAM BEAM N JUL GRND GROUND UBC UNIFORM BUILDING CODE Uc UNIVERSAL COLUMN SHEET NUMBER H HORIZONTAL UL UNDERVA ITERS' LABORATORY, HEF HORIZONTAL EACH FACE INCORPORATED + CONCRETE NORTH ARROW PERMIT HGR HANGER UNO UNLESS NOTED OTHERWISE ANCHOR BOLT HIF HORIZONTAL INSIDE FACE UT ULTRASONIC TEST DETAIL NUMBER HOF HORIZONTAL OUTSIDE FACE HOR I Z HORIZONTAL V VERT VERT I CAL REVIEWED FOR Drawn b HP HP SHAPES: HIGH POINT V�F VERTICAL EACH FACE HS HIGH STRENGTH VG VERTICAL GRAIN CODE COMPLIANCE HT HEIGHTW STRUCTURAL SECTION VOF VERTICAL OUTSRTICAL DDEFACEFACE APPROVED Checkec ICBO INTERNATIONAL CONFERENCE W WIDE FLANGE, WIDE, WEST AUG 0 4 2015 OF BUILDING OFFICIALS W/ WITH EL TOP OF FLOOR - MATCHLINE Date ID INSIDE DIAMETER W/O WITHOUT DRILLED IN IIN INCH WD WOOD = == + CONCRETE ELEVATION CRY Of Tukwila NFO INFORMATION WH WNCLUDE VF EEP HOLEDE I ANCHOR / kwila Project P (NSUL INSULATION WL WORK L INE — - — - — - — - ARCHITECTURAL PROFILE IBUILDING DIVISION INT INTERIOR W�PJ 1YAKENKEDNPLANE JOINT IIII®III9 EARTH JST JOIST Wr WEIGHT: STRUCTURAL TEE - - - - - - - - - - - - FUTURE CONSTRUCTION JT JOINT CUT FROM W SHAPE K KIP (1,000 POUNDS) WELDED WIRE FABRIC GRAVEL EXISTING ELEMENTS KO KNOCK -OUT YD YARD Mrawina No KSI KIPS PER SQUARE INCH ABBREVIATIONS 9 CONNECTORS 10 MISCELLANEOUS SYMBOLS 1 1 ,TNERSHIP, ING LION, SUITE 300 TLE, WA 98101 206 9731700 rNERSHIP.COM a E C M N N O c o a ,V v7 N E U o + ¢' `' C3 s s `LL3� N 2 M 0 N A r,. 1>= • opw- UJ mi m UJ gm STRUCTION UMENTS IONS, AND LIST s E I V E D TUKWILA 29 2015 CENTER I RAB by DMB 07-17-15 to 215019 GENERAL ALL TYPICAL DETAILS AND NOTES SHOWN ON DRAWINGS SHALL APPLY UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE DRAWINGS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. BUILDING CODE ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. THE PUBLICATIONS LISTED BELOW ARE THE GOVERNING CODES AND STANDARDS AND ARE REFERENCED BY THEIR BASIC DESIGNATION. IN THE CASE OF CONFLICTING REQUIREMENTS, THE BUILDING CODE SHALL GOVERN. APPLICABLE CODES AND STANDARDS BUILDING CODE INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION a (INCLUDING THE CITY OF TUKWILA BUILDING CODE AMENDMENTS) > ACI 318 AMERICAN CONCRETE INSTITUTE, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", � ; 2011 EDITION x N AISC 360 AMERICAN INSTITUTE OF STEEL CONSTRUCTION, "SPECIFICATIONS FOR STRUCTURAL STEEL a) BUILDINGS," 2010 EDITION E RCSC RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS "SPECIFICATION FOR STRUCTURAL JOINTS USING z HIGH -STRENGTH BOLTS", 2009 EDITION CD r--) AISC 341 AMERICAN INSTITUTE OF STEEL CONSTRUCTION, o "SEISMIC PROVISONS FOR STRUCTURAL STEEL BUILDINGS", 2010 EDITION I 0 0 9 ASCE 7 AMERICAN SOCIETY OF CIVIL ENGINEERS, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES 2010 EDITION > Li.l ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS V' (ASTM INTERNATIONAL) L- AWS D1.1 AMERICAN WELDING SOCIETY, "STRUCTURAL WELDING CODE - STEEL", 2010 EDITION AWS D1.3 AMERICAN WELDING SOCIETY, "STRUCTURAL WELDING CODE - SHEET STEEL", 2008 EDITION AWS D1.4 AMERICAN WELDING SOCIETY "STRUCTURAL WELDING CODE - REINFORCING STEELi', 2007 EDITION oAWS D2.4 AMERICAN WELDING SOCIETY, ;;SYMBOLS FOR WELDING AND NONDESTRUCTIVE TESTING", 0 :, 2007 EDITION F_ 3:: ICC INTERNATIONAL CODE COUNCIL, INTERNATIONAL CODE COUNCIL - EVALUATION SERVICES (ICC-ES) LL EXPANSION AND DRILLED -IN CONCRETE ANCHORS 00 4- ACCEPTABLE DRILLED -IN CONCRETE ANCHORS (DICA), OF SIZE, NUMBER, AND 0 SPACING AS SHOWN ON THE DRAWINGS, SHALL BE AS FOLLOWS: HILTI 4- "KWIK- BOLT- TZ" CARBON STEEL WEDGE ANCHORS ( ICC- ES ER-1917) , "WEJ - I T CL ANCHOR BOLT" (ICC-ES ER-1821) OR "ITW RAMSET/RED HEAD TRUBOLT CARBON STEEL WEDGE ANCHORS" (ICC-ES ER-1372), OR AN APPROVED ALTERNATIVE I— U ANCHOR WITH A CURRENT ICC-ES EVALUATION REPORT. ACCEPTABLE EXPANSION I ANCHORS IN SOLID GROUTED MASONRY SHALL BE HILTI "KWIK-BOLT-3" CARBON F- STEEL WEDGE ANCHORS (ICC-ES ER-1385) OR AN APPROVED ALTERNATIVE ANCHOR (A; WITH A CURRENT ICC-ES EVALUATION REPORT. 0 rr ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE APPROVED ICC-ES REPORT. MINIMUM EMBEDMENT DEPTH SHALL BE 4.5 BOLT DIAMETERS = UNLESS NOTED OTHERWISE ON DRAWINGS. NO REINFORCEMENT SHALL BE CUT TO a INSTALL ANCHORS. DEFECTIVE HOLES SHALL BE GROUTED WITH EPDXY ADHESIVE. a NONSHRINK GROUT FOR BASE PLATES, SLEEVES, AND EMBEDDED STEEL a GROUT SHALL BE AN APPROVED NONSHRINK CEMENTITIOUS GROUT CONTAINING NATURAL AGGREGATES DELIVERED TO THE JOB SITE IN FACTORY PREPACKAGED CONTAINERS REQUIRING ONLY THE ADDITION OF WATER. THE MINIMUM 28-DAY COMPRESSIVE STRENGTH SHALL BE AT LEAST 1,000 PSI HIGHER THAN THE SUPPORTING CONCRETE STRENGTH, UNLESS NOTED OTHERWISE. GROUT SHALL BE MIXED, APPLIED, AND CURED STRICTLY IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. FOR GROUTING UNDER BASE PLATES, n GROUT SHALL BE PROPORTIONED AS A FLOWABLE MIX. WHEN A FLOWABLE MIX DOES NOT PROVIDE THE REQUIRED STRENGTH OR WHEN A MINIMUM STRENGTH OF 10,000 PSI IS REQUIRED, AN EPDXY GROUT SHALL BE USED. EPDXY/ADHESIVE USED FOR BONDING STEEL TO HARDENED CONCRETE EPDXY/ADHESIVE SHALL CONFORM TO ASTM C881, C882, AND D695 FOR BONDING STEEL TO HARDENED CONCRETE AND MASONRY FOR REINFORCING BARS AND BOLTS. PRE -APPROVED PRODUCTS INCLUDE "HIT HY 150 MAX" (ICC-ES ER-1967) AS MANUFACTURED BY HILTI, INCORPORATED, FOR CONCRETE; "HIT HY 20" (ICC-ES ER-5193) AS MANUFACTURED BY HILTI, INCORPORATED, FOR GROUTED MASONRY; "HIT HY 20" (ICC-ES ER-4815) AS MANUFACTURED BY HILTI, INCORPORATED, FOR UNGROUTED MASONRY; AND "SET" (ICC-ES ESR-1772) AS MANUFACTURED BY SIMPSON STRONG TIE, INCORPORATED, FOR CONCRETE OR MASONRY. SUBMIT CURRENT PRODUCT DATA AND ICC-ES EVALUATION REPORTS AS WELL AS A LOCATION PLAN INDICATING WHERE THE PRODUCT IS TO BE USED ON THE PROJECT FOR REVIEW. DRILL HOLES AND MIX, APPLY, AND INSTALL EPDXY/ADHESIVE IN STRICT ACCORDANCE WITH THE INSTALLATION INSTRUCTIONS IN THE ICC-ES EVALUATION REPORT. NO REINFORCING BARS SHALL BE DAMAGED DURING INSTALLATION OF REINFORCING BARS OR BOLTS. ANY REINFORCING BARS OR BOLTS WHICH THE CONTRACTOR WANTS TO INSTALL INTO PREVIOUSLY HARDENED CONCRETE THAT IS NOT SHOWN IN THE DRAWINGS TO BE "DRILLED AND EPDXIED," OR SIMILAR NOTATION, MUST BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION. THE REQUIRED EMBEDMENT LENGTHS FOR THESE REINFORCING BARS OR BOLTS ALSO MUST BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION. STRUCTURAL STEEL ALL STEEL SHALL CONFORM TO THE FOLLOWING: W-SHAPES ASTM A992, Fy=50 KSI ASTM A913, Fy = 50 KSI ALL ANGLES AND CHANNELS ASTM A36, Fy=36 KSI UNLESS NOTED OTHERWISE SQUARE OR RECTANGULAR ASTM A500, GRADE B, STRUCTURAL TUBE (HSS) Fy=46 KSI ROUND STRUCTURAL TUBE (HSS) ASTM A500, GRADE B, Fy= 42 KSI STEEL PIPE DIAMETER LESS ASTM A53, TYPE E OR S, THAN OR EQUAL TO 12 INCHES GRADE B, Fy=35 KSI MATERIAL CALLED OUT ON ASTM A36, Fy=36 KSI PLANS AS (A36) ALL OTHER STEEL UNLESS ASTM A572, Fy=50 KSI NOTED OTHERWISE ASTM A588, Fy=50 KSI ASTM A441, Fy=50 KSI ALL STRUCTURAL STEEL SHALL BE GALVANIZED PER ASTM A123, COATING GRADE 80, OR AS OTHERWISE REQUIRED BY THE PROJECT SPECIFICATIONS. ALL WORK SHALL BE IN ACCORDANCE WITH THE AISC SPECIFICATION. SHOP DRAWINGS SHALL BE SUBMITTED AND REVIEWED BY THE ARCHITECT/ENGINEER BEFORE COMMENCING FABRICATION. ALL STEEL ANCHORS AND TIES AND OTHER MEMBERS EMBEDDED IN CONCRETE OR MASONRY SHALL BE LEFT UNPAINTED. DIMENSIONAL TOLERANCE FOR BUILT-UP MEMBERS SHALL BE PER AWS D1.1. FOR ASTM A6 HOT -ROLLED SHAPES OR BUILT-UP SHAPES WITH A FLANGE THICKNESS OF 1%2INCHES OR GREATER, CHARPY V-NOTCH TESTING SHALL BE PROVIDED IN ACCORDANCE WITH ASTM A6 SUPPLEMENTARY REQUIREMENT S30 WITH A MINIMUM VALUE OF 20 FOOT-POUNDS AT 70 DEGREES FAHRENHEIT. EXCEPTIONS SHOWN 1N AISC SPECIFICATION SECTION A3.1.0 MAY BE USED FOR MEMBERS THAT ARE NOT PART OF THE SEISMIC FORCE -RESISTING SYSTEM. THE STEEL SEISMIC FORCE -RESISTING SYSTEM INCLUDES THE TRUSS BOTTOM CHORDS AND CONNECTIONS BETWEEN BOTTOM CHORDS AND CONCRETE ABUTMENTS. STEEL BEAMS ARE EQUALLY SPACED BETWEEN DIMENSION POINTS AT THE MAXIMUM DECK SPAN LOCATION UNLESS NOTED OTHERWISE. MINIMUM CONNECTIONS SHALL BE A TWO -BOLT CONNECTION USING %-INCH-DIAMETER A325 BOLTS IN SINGLE SHEAR. ALL HIGH -STRENGTH BOLTS SHALL BE INSTALLED, TIGHTENED, AND INSPECTED IN ACCORDANCE WITH THE AISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. THE CRITERIA FOR SLIP -CRITICAL CONNECTIONS SHALL APPLY TO ALL CONNECTIONS UNLESS NOTED OTHERWISE AS SNUG -TIGHT. BOLTS IN CONNECTIONS OF BEAM-TO-BEAM/GIRDER MAY BE SNUG TIGHT, UNLESS SPECIFICALLY CALLED OUT AS SLIP CRITICAL (SC). WHERE CONNECTIONS ARE NOTED AS SNUG -TIGHT, THE CONTRACTOR MAY INSTALL PER THE CRITERIA FOR SNUG -TIGHT BOLTS. SLIP -CRITICAL CONNECTIONS SHALL USE LOAD INDICATOR WASHERS OR TENSION CONTROL BOLTS. ALL ASTM A307 BOLTS SHALL BE PROVIDED WITH LOCK WASHERS UNDER NUTS OR SELF-LOCKING NUTS. ALL BOLT HOLES SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE SELECTION OF OPTIONAL DETAILS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS THAT INCLUDE, BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDS. THE LOWEST ANTICIPATED SERVICE TEMPERATURE OF THE STRUCTURE IS 10 DEGREES FAHRENHEIT. STRUCTURAL STEEL WELDING STRUCTURAL STEEL SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. ALL WELDING SHALL BE DONE BY AWS/WABO (WASHINGTON ASSOCIATION OF BUILDING OFFICIALS) CERTIFIED WELDERS AND IN ACCORDANCE WITH AWS D1.1. WELDS SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM SIZES, BASED ON PLATE THICKNESS. THE MINIMUM WELD SIZE SHALL BE �i6-INCH. FIELD WELDING SYMBOLS HAVE NOT NECESSARILY BEEN INDICATED ON THE DRAWINGS. WHERE SHOWN, PROPER FIELD WELDING PER AWS D1.1 SHALL BE USED. WHERE NOFIELD WELDING SYMBOLS ARE SHOWN, IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE USE OF SHOP AND FIELD WELDS. ALL PARTIAL PENETRATION GROOVE WELD SIZES SHOWN ON THE DRAWINGS REFER TO EFFECTIVE THROAT THICKNESS. ALL WELDS SHALL BE MADE USING LOW HYDROGEN ELECTRODES WITH MINIMUM TENSILE STRENGTH PER AWS D1.1 (MINIMUM 70 KSI). LOW HYDROGEN SMAW ELECTRODES SHALL BE USED WITHIN 4 HOURS OF OPENING THEIR HERMETICALLY SEALED CONTAINERS, OR SHALL BE REDRIED PER AWS D1.1, SECTION 4.5. ELECTRODES SHALL BE REDRIED NO MORE THAN ONE TIME, AND ELECTRODES THAT HAVE BEEN WET SHALL NOT BE USED. ALL WELDING SHALL BE PERFORMED IN STRICT ADHERENCE TO A WRITTEN WELDING PROCEDURE SPECIFICATION (WPS) PER AWS D1.1. ALL WELDING PARAMETERS SHALL BE WITHIN THE ELECTRODE MANUFACTURER'S RECOMMENDATIONS. WELDING PROCEDURES SHALL BE SUBMITTED TO THE OWNER'S TESTING AGENCY FOR REVIEW BEFORE STARTING FABRICATION OR ERECTION. COPIES OF THE WPS SHALL BE ON SITE AND AVAILABLE TO ALL WELDERS AND THE SPECIAL INSPECTOR. ALL COMPLETE -PENETRATION WELDS SHALL BE ULTRASONICALLY TESTED UPON COMPLETION OF THE CONNECTION, EXCEPT PLATE LESS THAN OR EQUAL TO 1/4-INCH THICK SHALL BE MAGNETIC PARTICLE TESTED. REDUCTION IN TESTING MAY BE MADE IN ACCORDANCE WITH THE BUILDING CODE WITH APPROVAL OF THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE JOINT PREPARATIONS AND WELDING PROCEDURES THAT INCLUDE, BUT ARE NOT LIMITED TO: REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, SURFACE ROUGHNESS VALUES, AND TAPERS AND TRANSITIONS OF UNEQUAL PARTS. ALL WELDS THAT ARE PART OF THE SEISMIC FORCE -RESISTING SYSTEM SHALL HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FOOT-POUNDS AT 0 DEGREES FAHRENHEIT. FOR (1) ALL WELDS USED IN THE SEISMIC FORCE -RESISTING SYSTEM AND (2) ALL COMPLETE PENETRATION WELDS ON HEAVY SECTIONS WITH A FLANGE THICKNESS OF 11/2 INCHES OR GREATER, AND PLATES EXCEEDING 2-INCH THICKNESS USED FOR BUILT-UP MEMBERS, THE FOLLOWING ADDITIONAL REQUIREMENTS SHALL APPLY: 1. MECHANICAL PROPERTIES OF THE IN -PLACE WELD (FILLER METAL) SHALL HAVE CHARPY V-NOTCH IMPACT TOUGHNESS OF AT LEAST 20 FOOT-POUNDS AT 0 DEGREES FAHRENHEIT, AND 40 FOOT-POUNDS AT 30 DEGREES FAHRENHEIT. 2. ALL FUSIBLE BACKER PLATES USED FOR WELDING ELEMENTS, SHALL BE REMOVED FROM THE TOP AND BOTTOM FLANGE OF ALL CONNECTIONS. THE WELD SHALL BE BACKGOUGED, BACKWELDED, AND REINFORCED WITH A FILLET WELD. THE REINFORCING FILLET SHALL HAVE A MINIMUM LEG SIZE OF 5/6-INCH OR THE ROOT OPENING PLUS i/16- I NCH, WHICHEVER IS LARGER. MAGNETIC PARTICLE TESTING SHALL BE PERFORMED ON THE FILLET WELD AND IMMEDIATE ADJACENT AREAS. BACKGOUGING BY AIR ARC MAY ONLY BE USED IF FOLLOWED BY GRINDING. FUSIBLE BACKER PLATES LOCATED WITHIN THE WEB COPE HOLE MAY BE LEFT IN PLACE, REINFORCED WITH A FILLET WELD AND TESTED AS NOTED ABOVE. 3. ALL FUSIBLE BACKER PLATES USED FOR WELDED SPLICES OF HEAVY SECTIONS AS DEFINED ABOVE SHALL BE REMOVED. THE WELD SHALL BE BACKGOUGED AND BACKWELDED UNTIL FLUSH OR WITH SLIGHT REINFORCEMENT. THE SURFACE SHALL BE GROUND SMOOTH, AND ALL NOTCHES AND GOUGES REPAIRED. EXTERIOR CLADDING THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF THE CLADDING SYSTEMS, INCLUDING THEIR STRUCTURAL INTEGRITY, WATERPROOFING SYSTEMS, AND CONNECTION TO THE PRIMARY STRUCTURE. CLADDING ATTACHMENTS SHALL NOT APPLY LATERAL LOADS TO STEEL BEAMS OR INTRODUCE TORSIONAL LOADS INTO STEEL BEAMS OR COLUMNS. BRACES, ADDED REINFORCING, AND/OR TIES SHALL BE DESIGNED AND SUPPLIED BY THE CONTRACTOR FOR LOAD ECCENTRICITIES AND LATERAL LOADS. THE CONTRACTOR SHALL SUPPLY ALL CONNECTION MATERIAL, BRACES, ETC. SUBMITTED DOCUMENTS SHALL INDICATE MAGNITUDE AND LOCATION OF ALL LOADS IMPOSED ON THE PRIMARY STRUCTURE. EXTERIOR CLADDING CONNECTIONS SHALL ACCOUNT FOR STRUCTURAL DEFLECTION AND CONSTRUCTION TOLERANCE DETERMINED FROM ACI 301. ELEVATORS AND MISCELLANEOUS METALS ALL ELEVATOR MACHINE BEAMS, HOIST BEAMS, SILLS, DOOR SUPPORTS, AND RAILS AND THEIR CONNECTIONS TO THE PRIMARY STRUCTURE ARE TO BE DESIGNED BY THE ELEVATOR MANUFACTURER. THE CONTRACTOR SHALL PROVIDE ADDITIONAL FRAMING AS NECESSARY FOR ADDITIONAL MACHINE ROOM FLOOR PENETRATIONS PER THE TYPICAL DETAILS. THE ELEVATOR MACHINE BEAMS SHALL BE DESIGNED TO BE FLUSH WITH THE BOTTOM OF CONCRETE AND SHALL BE DESIGNED FOR THE TRIBUTARY LOADS INDICATED IN THE LOAD MAPS IN ADDITION TO THE WEIGHT OF THE SUPPORTED EQUIPMENT AND SELF WEIGHT OF THE MACHINE ROOM FLOOR/ROOF STRUCTURE. THE CONTRACTOR SHALL DESIGN AND SUPPLY ALL ADDITIONAL MISCELLANEOUS METALS THAT ARE INDICATED IN THE ARCHITECTURAL DRAWINGS OR THOSE METALS WHICH ARE FOUND TO BE NECESSARY TO SUPPORT THE ARCHITECTURAL FINISHES OR OTHER BUILDING SYSTEMS. ALL FRAMING AND CONNECTIONS DESIGNED BY THE CONTRACTOR SHALL NOT RESULT IN ECCENTRIC LOADS BEING APPLIED TO THE PRIMARY STRUCTURE NOR LATERAL LOADS BEING APPLIED TO THE BOTTOM FLANGE OF STEEL BEAMS. THE CONTRACTOR'S DESIGN SHALL VERIFY THAT THE CONNECTIONS DO NOT RESULT IN ADVERSE LOCAL CONNECTION STRESSES OCCURRING WITHIN THE PRIMARY STRUCTURE. SUBMIT CALCULATIONS STAMPED BY A STRUCTURAL ENGINEER LICENSED TO PERFORM THE WORK IN THE JURISDICTION WHERE THE PROJECT IS LOCATED AND SHOP DRAWINGS INDICATING IMPOSED LOADS ON THE PRIMARY STRUCTURE. MECHANICAL/ELECTRICAL/PLUMBING SYSTEM SUPPORTS THE CONTRACTOR SHALL DESIGN AND SUPPLY ALL ADDITIONAL MISCELLANEOUS METALS AND SYSTEM SUPPORT COMPONENTS THAT ARE NECESSARY TO SUPPORT ALL MECHANICAL, ELECTRICAL (TELECOM, AUDIO VISUAL, ETC), AND PLUMBING/FIRE-PROTECTION SYSTEMS. SUCH METALS AND SUPPORT COMPONENTS AND THEIR CONNECTIONS SHALL BE PROVIDED AS NECESSARY TO DIRECTLY AND CONCENTRICALLY IMPOSE LOADS ON THE PRIMARY STRUCTURE. STEEL ROOF DECK SHALL NOT DIRECTLY SUPPORT THESE SYSTEMS. THE CONNECTIONS TO THE PRIMARY STRUCTURE ARE SUBJECT TO THE REQUIREMENTS OF THE MISCELLANEOUS METALS SECTION ABOVE. STRUCTURE TOLERANCES STANDARD TOLERANCES SHALL BE BASED ON THE REQUIREMENTS OF THE AISC CODE OF STANDARD PRACTICE AND ACI 117, STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS. REV4EWED FOR CODE COMPLIANCE APPROVED AUG o n 2015 City of Tukwila BUILDING DIVISION SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 9731700 SRGPARTNERSHIP.COM i Uw Fri,N O- Va mesas t o u a E E Lon CnZm U w fn Z am o N N + S oLL L o 7 2 M N N 0 10 y o h\Y/i N C-4 LLJ Lr) U) IL LL 0 LL O UJ > LIJ LJJ U) CONSTRUCTION DOCUMENTS Drawing Title GENERAL NOTES Revisions RECEIVED CITY OF TUKWILA JUL 2 9 2015 PERMIT CENTER Drawn by RAB Checked by DMB Date 07-17-15 Project No 215019 W. M x CV CV a) 0 E z c� 0 0 0 I 0 rn O S Lu I LL. 0 a� 4- In CS z 0 1) V) II LL 0 n y- U A - .I m a U) D n 00 07) Ln O CV k-0 SEQUENCING CONSTRUCTION AND LATERAL STABILITY THE STRUCTURAL COMPONENTS BY THEMSELVES ARE A NON -SELF-SUPPORTING STRUCTURE. LATERAL FORCES DUE TO WIND, EARTHQUAKE, OR SOIL ARE CARRIED BY THE ROOF AND FLOOR DIAPHRAGMS TO THE LATERAL SYSTEM. CERTAIN ELEMENTS SHOWN ON THE STRUCTURAL DRAWINGS (SUCH AS BRACING, TRUSS DIAGONALS, AND BRIDGE DECK SLAB) ARE REQUIRED FOR OVERALL OR LOCAL STABILITY OF OTHER ELEMENTS (SUCH AS COLUMNS AND WALLS). IF, DUE TO SEQUENCING OF CONSTRUCTION, THESE STABILITY ELEMENTS ARE NOT IN PLACE, THE CONTRACTOR SHALL RETAIN A STRUCTURAL ENGINEER LICENSED TO PERFORM THE WORK IN THE JURISDICTION WHERE THE PROJECT IS LOCATED, WHO SHALL INVESTIGATE WHERE TEMPORARY SHORING/BRACING IS REQUIRED AND SHALL DESIGN THIS TEMPORARY SHORING/BRACING. THE CONTRACTOR SHALL PROVIDE THIS SHORING/BRACING UNTIL THE REQUIRED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS HAVE BEEN INSTALLED AND REACH THEIR FINAL DESIGN STRENGTHS. EXISTING STRUCTURE EXISTING STRUCTURAL DIMENSIONS AND MEMBER SIZES ARE FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION. THE CONTRACTOR SHALL VERIFY THE ACTUAL CONFIGURATION OF EXISTING CONSTRUCTION AND THE CONDITION OF THE STRUCTURE BEFORE BEGINNING WORK. ANY DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE REPORTED TO THE ARCHITECT FOR RESOLUTION BEFORE BEGINNING WORK. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS, EMBEDMENTS, AND OPENINGS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR DUCTS, PIPING, EMBEDMENTS, AND OPENINGS NOT SHOWN. TEMPORARY SHORING AND BRACING MAY BE NECESSARY IN ORDER TO PERFORM THE NECESSARY STRUCTURAL MODIFICATIONS TO THE EXISTING STRUCTURE SHOWN ON THE STRUCTURAL AND ARCHITECTURAL PLANS AND DETAILS. THE CONTRACTOR MUST RETAIN A STRUCTURAL ENGINEER LICENSED TO PERFORM THE WORK IN THE JURISDICTION WHERE THE PROJECT IS LOCATED, WHO SHALL INVESTIGATE WHERE THIS TEMPORARY SHORING/BRACING IS REQUIRED AND SHALL DESIGN THIS TEMPORARY SHORING/BRACING. DEFERRED STRUCTURAL SUBMITTALS SOME STRUCTURAL SYSTEMS ARE DEFINED AS VENDOR -DESIGNED COMPONENTS PER THE STRUCTURAL DOCUMENTS. THESE ELEMENTS OF THE DESIGN ARE DEFERRED SUBMITTAL COMPONENTS AND HAVE NOT BEEN PERMITTED UNDER THE BASE BUILDING APPLICATION. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT THE STAMPED COMPONENT SYSTEM DOCUMENTS TO THE BUILDING OFFICIAL FOR APPROVAL. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. THE FOLLOWING LIST INCLUDES THE ITEMS THAT ARE DEFINED AS DEFERRED STRUCTURAL SUBMITTAL COMPONENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND CIVIL DRAWINGS FOR ADDITIONAL DEFERRED SUBMITTAL COMPONENTS. DEFERRED STRUCTURAL SUBMITTAL COMPONENTS: 1. EXTERIOR GLAZING 2. ELEVATORS MISCELLANEOUS REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL, ELEVATOR, OR OTHER SPECIALTY ENGINEERING DRAWINGS FOR DIMENSIONS NOT SHOWN, INCLUDING BUT NOT LIMITED TO: SIZE AND LOCATION OF CURBS, EQUIPMENT HOUSEKEEPING PADS, WALL AND FLOOR OPENINGS, BLOCKOUTS, FLOOR DEPRESSIONS, SUMPS, DRAINS, ANCHOR BOLTS, EMBEDDED ITEMS, ARCHITECTURAL TREATMENT, ETC. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND RESOLVE DISCREPANCIES OR CONFLICTS PRIOR TO CONSTRUCTION. WHERE SECTIONS ARE INDICATED ON THE PLAN BY A NUMBER AND A DRAWING NUMBER THUS, 1/S5.01, THE INDICATED SECTION (1) IS SHOWN ON STRUCTURAL DRAWING S5.01. SPECIAL INSPECTION THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION AND TESTING PER IBC SECTION 1704. THIS WORK SHALL BE PERFORMED BY A SPECIAL INSPECTOR CERTIFIED BY THE CITY OF TUKWILA TO PERFORM THE TYPES OF INSPECTIONS AND TESTS SPECIFIED. THE FREQUENCY OF INSPECTIONS AND TESTING SHALL BE AS OUTLINED IN THE IBC TABLE ITEMS LISTED BELOW. DEFICIENCIES SHALL BE REPORTED DAILY TO THE CONTRACTOR. SUMMARY REPORTS SHALL BE DISTRIBUTED WEEKLY TO THE OWNER, ARCHITECT, CONTRACTOR, BUILDING OFFICIAL, AND STRUCTURAL ENGINEER. SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SPECIAL INSPECTION AND TESTING. DESCRIPTION (REFER TO IBC TABLE ITEM IBC SECTION 1704) REQUIREMENTS BOLTS INSTALLED ANCHOR BOLTS, HEADED STUDS TABLE 1704.4, IN CONCRETE (EXCEPT AT BEAM -TO -DECK ITEM 3 INSTALLATION) STRUCTURAL STEEL A. STRUCTURAL STEEL THAT IS TABLE 1704.3, AND WELDING PART OF THE STRUCTURE. ITEM 3 B. WELDING OF MEMBERS OR TABLE 1704.3, CONNECTIONS. ITEM 4, 5a C. WELDING OF REINFORCING TABLE 1704.4, STEEL. ITEM 2 HIGH STRENGTH SEE SPECIFICATIONS FOR TABLE 1704.3, BOLTING PROCEDURES FOR INSPECTION ITEM 5b AND TESTING. SPECIAL CASES A. DRILLED -IN CONCRETE ANCHORS: PERIODIC SPECIAL INSPECTION SHALL INCLUDE VISUAL OBSERVATION OF DRILLED HOLE SPACINGS, EDGE DISTANCES, AND TENSION TESTING OF 5 PERCENT OF ANCHORS SHOWN ON STRUCTURAL DRAWINGS. TEST LOAD SHOULD BE 2 TIMES THE MANUFACTURER'S ALLOWABLE LOAD OF THE ANCHOR IN TENSION. B. EPDXY OR CEMENT GROUTED DOWELS OR ANCHORS: OBSERVE DRILLED HOLES AFTER CLEANING AND OBSERVE INSTALLATION OF GROUT AND ANCHORS. SHOP DRAWINGS SHOP DRAWINGS FOR REINFORCING STEEL AND STRUCTURAL STEEL SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. THE CONTRACTOR? SHALL SUBMIT CONCRETE WALL ELEVATION DRAWINGS OF AT LEAST 1/8' = 1'=0" SCALE INDICATING LOCATIONS OF CONNECTION EMBEDMENTS AND WALL OPENINGS FOR REVIEW PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH REINFORCEMENT DRAWINGS. DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD; THEREFORE, THEY SHALL BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY THE ENGINEER OF RECORD. THE CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE ONE REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED, AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWINGS SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. SHOP DRAWINGS FOR DEFERRED SUBMITTALS THAT ARE DEFINED AS DESIGN -BUILD COMPONENTS IN THE CONSTRUCTION DOCUMENTS SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP FOR THE JURISDICTION WHERE THE PROJECT IS LOCATED AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE INCLUDED IN THE SUBMITTAL. STRUCTURAL OBSERVATION THE ENGINEER OF RECORD SHALL PROVIDE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS, AT SIGNIFICANT CONSTRUCTION STAGES AND AT THE COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY IBC SECTIONS 109, 1704, OR OTHER SECTIONS OF THE INTERNATIONNVEED FC BUILDING CODE. STRUCTURAL OBSERVATION REPORTS SHALL BE ISSU OWNER ARCHITECT CONTRACTOR AND BUILDING OFFICIAL AT SIGNIOMPLIA � CONSTRUCTION STAGES. APPROVED 015 �I of ih RI III ni!nir_ inn SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 9731700 SRGPARTNERSHIP.COM i UW ymoao 0 m N N u O F•�� I- Q M C o N at �c f o_ E (/) V w N Z 0 CI0 � co -0 •Z ° N N U m L C V 2Mz04 N y O N N N { r F �E f .ry � z n �s fi t 7 Ad. CONSTRUCTION DOCUMENTS Drawing Title GENERAL NOTES Revisions RECEIVED CITY OF TUKWILA JUL 2 9 2015 PERMIT CENTER Drawn by RAB Checked by DMB Date 07-17-15 Project No 215019 No 0 ^L W v- rn X N N ^a `o W 70 0 E Z CD n 12 N I O 0 L,J 9! F— I I.cLL 0 4- J 0 Z 0 I) F— V) LL 0 CL 4- 0 4— ail F— U F— Io I 0 m I a 0 C. 00 Q L N U) Ln O N 1-11 ;, `F V O� �\ l t y� IL ` q I 'el `rcjx 3 COL, I P \4` LOCS �� : `�` .- '� ��� SUI.;h PI T \ti N DAMAGED STL COLS TO BE REPLACED 1 2 3 i4" = 1-0 ELEVATOR ELEVATOR PIT PARTIAL PLAN 4 �L OF' 'TRUSS CL OF TRUSS SUPPORT i SUPPORT I { x 6 ., RO.O.` I x2C ROOF i12: C; _...�. ROOF I - W 12;V1 - - -- - -- ....__...._....R_OC-y._ ,ac �a,I Ir> f\\ .>_...:r»r.,.:..r.•r,..awz-suu.. sr.,.��..w..,vs u,.r:a�.....,.:3 i n 31 It iM f b 1 52t_711 TYl' n SIDES r E--- - - G � E� 12x C j I I V112x26 «(( t s �..— ! BO`J ! s is r % 12g2� t{ 1; ; x ' I ti x�� ? TOE wt — — — - — 9(r�'-t1't .� t �wh>-C r [-may r\�3r..�� gyp^ --+yam•. ..l l�VlY�it ! f 1 � SIDES sto I o c-1 II 11 j ) r`7 ?� VV 1 (.. +�G . BRIC3i�E;J. „�" j� (^a t, 9 liiVS ELEVATOR 111t �OiJtiy ( / �± 1� ['j �` -� -::,, .. ..a NIIV, 7YP---__.__-�— �.,,�,...,.,�.vv���rn, — — — — — - 4, UfiltiVl)�' s;.,a _ e�} _-- �_ .lr, __ _� �.' J .... .;.... r .::a .... P8 -.. ._ .,`" . .,,��_,.W� x �x ,>{.,_ E�LC(i v/gFfq 4, 1 R!.. !( f� 1! .., -._-- _�.�`1ly_ -- .a„a..a..m..»..,...®.«.,��.....�.,..,m a„1,;:<.�..�..:_-.:..-may..... [.t..DECK ei `' l.�l'11D11."}t_...! -_ _-5. _ i, >/� �yy Y 1 L,. Pl 43 fd 3`• i C s._�� \. l./. 4✓1� Wl&26 ,z BRIDGE DECK ,;ONE I3U [ iC ILi BLS, SEE PLAN CONC ABUTMENT BEYOND e, \ � CONC ( ABUTMENT CONC ABUTMENT— � � ° REMOVE (E) DAMAGED' � ;^ f f , _.._____ r 'E- �'� ;. � .��Nt� FaBll i I°�31._B'dT I STL BM & REPLACE W/ NEW 7/S301 ri Cl ' i"O14 32`-0" ( V�f12x2C �• I � 1 � I � ( I ' � �I , jj ,r�� ! � � L � N .t (} V -4 TOS ^:. �� � ys:`]Sa b. .S.Y.Y'. -.ny, ?C.Li].L f �j j�� r S Lf � -1.\ `�'c'rc ..i (� 4 �,, V.J--.__..- �-_—__—_ — 1 t .� � �y—. _ ....._ t. �. �� s _.....(� •4 ..,.� __ .... `, r9 - : - —�\ �` �� -li a� T'i � _ t I, � a� i' F� Y.._ -. _........ � �,- ._..... _... _..... .. k1 301-9"uI " 1 t3 at ,c� - i 1 ,I �0 i I ! I 3 I i , tl ` Y` 3/S301 7 — sir 3'-r / REMOVE (E) DAMAGED '' W12x2,6 ' ' STL COL & REPLACE ( -BOS r 1 SI CONC CURB 7_''' ti W/ NEW 4/S301 3 �\ x v !' ( i x !\ (/•) 8/S301 I i I g CONC CURB B 1 fi PILE CAP� I z � 1 PER PLAN ( i1 ! CONIC CURB I 1 e A e ;•J�`t IJ� ii 3 .? CAI; i-1= It.i t.l��` !' I�,� T..—..._r_r.T I I 18 -B _—��.�,�.����...��.., � I„�w �..,,,,,.,w..y,..,.......e..-,,.,,�.,w..,w..w .. ,�..•..w�.�.,m�..�.��mKw_�. 1 , ,�.�,. i —�—� a. .,,...,> —,�,- �., ...��,.�_.�.�....�.m�.a,�...>�..,—.�...�. I .,,..,.. - I .,.,.,.....�.,,,.«.�.,. �..h...,.,_,r�.�v�.�m��,.�w� r—(--i .,_.•,..�,....»w.,.,_w..,...,...,,,... ..............p...�,w,�,,..,..w>...,-,d... .�j ,.a...,.,..�,..ur,.,.,..,..�..w...,....,,.�..,..,.,�.,�..�..,,.w,....�..,,.,,s.......�....,.,«,.. ti.., .,F..., ,..�....�w�-�:��, r-_t'._.I r._I•_I I r_�--`I REVIEWED FOR i ( f ELEVATOR PIT f ODE COMPLIANCE APPROVED � I i' :.urss.u:.e..,.ac u.e..:as.�.rv...ca..x�nu,n.ry:.xu.:u..ss.eeu..nwsa-uxwamu.�,a...uu....ua.e..u-.u.uxvssv...,.c..,..vc...,+,...aaw:.uw.n,vnsrm...ncu-�.w„ ELEVATOR IJI T BEYOND ---- -- --� arua..�ueum✓ I�Nrr.<waau6I I ..—.�.on:uvu,ameuw,aee¢>amu"v'�yt u...uuxeu:.wxwvx:rvuo..+vavw,uur+rc.wn.rnv.�uveu..�r..:oeuw,.v��.nve.xe+iewnaoe.uwsm,ca. � BEYOND I 12/S301 PILE _ CAP 1 .. ._. ....._.1 .. ......_ _.t...l , ._. .. ...; ._yc AUG 0 4 2015 ( �.--- I I PER PLAN PILE CAP PER PLAN City of Tukwila BUILDING DIVISION '/4" =1'-0" ELEVATOR ENCLOSURE ELEVATION 9 i4" = 1'-0" ELEVATOR ENCLOSURE ELEVATION 10 'i4" = 1'-0" ELEVATOR ENCLOSURE ELEVATION 11, i4" ° 1'-0" ELEVATOR EN SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 206 9731700 SRGPARTNERSHIP.COM t �i4a.unsn� �[j® 1 UW �o0 u M 1—i F- Q N c d z o E VUU " N w O FAD fU m + ¢ �Pv Z::�¢ o ri 2 h N H 13 Y r y t� , it CONSTRUCTION DOCUMENTS Drawing Title PARTIAL PLAN AND ELEVATIONS Revisions RECEIVED C TY OF TUKWILA JUL 2 9 2015 P RMIT CENTER Drawn by RAB Checked by DMB Date 07-17-15 Project No 215019 Drawing No c O L rn X N N ^ae W O E aD F- I w 0 z 0 In F- LL 0 U 4- a F- rlr F- V) I m I a U Q In 0 N NN 4f�t' i ,t� Fta I}� t :. PL% x6�/ TH 1� 3_ 1/s; 2 2� 1/2 L. 3 L.2 4 (E) SHEAR TAB W/ j SHEAR TAB PER (3) NEW 7/80 ; t TYP DETS g A325 BOLTS 1� SRO PL%2 ES, MATCH +1 +i + + , BM FLG WIDTH SRG i. NEW STL BM L- - '-' 1� i' \ 7 MI6 �`, 1Y f i ' --- i1 �(2) ROWS OF (2) NEW (2) ROWS OF (2) /8 '� 5�s TYP je"� A325 STD HOLES A325 STD HOLES AT TYP 5s Z C ,.. AT 31/2 GAGE, TYP 3�/2 GAGE �6 � C T&B � Z r! r H H 1i2" ° 1'-0" D ETAI L 3 1v2" = 1'-0" D ETAI L 4 5" 2" 3 SIDES 0 o EA SIDE 5/16 BASE PL%2 >3 �, (E) STL BM & CONN i� ow TO REMAIN �dd — j �C) a W COL I I z UJI UJI !' a w (2)%"0 DICA W/ LL I ! UJI a 5" MIN EMBED 1 c_> m (E) STL COL +_. Z o TO REMAIN NOW ( SHRINK (E) CONC CURB GROUT I REMOVE (E) GROUT & CUT - - (E) AR FLUSH WITH Im TOP OF CURB NEW STL COL CJP AT WEB & FLG PLAN � NOTE: DRILL HOLES FOR DICA PRIOR TO FABRICATING BP AND ADJUST HOLE LOCATIONS AS REOD. 5 6 1V2" _ 1'-0" D ETAI L 7 11/2" ° 1'-0" D ETAI L 8 Ct DC Drawing 1 STEEL[ Rev! '/4 Rf CITY t I I L4x3x5/6xO'-3" (LLV), TYP JU I I I I V4 ES, TYP PERM I I I I HSS, CONN TYP TaB Drav I I I (1) %"0 DICA, TYP cne o f 'I 13111 I ' CENTERED cn Date w I I WEVVED FORLO Proji _ TOP 0 OMPLIANC A PROVED AUG 042015 Tu Drawing I 9 10 11 1,2„ :11_011 SE �gJJ3t3e $ " 4. �S v y`a ti.3 ,gat f t; PARTNERSHIP, INC 0 UNION, SUITE 300 iEATTIE, WA 98101 206 9731700 PARTNERSHIP.COM 1 1 N ` o E _i f m M N04 u ci 7 U j 'n u -�;roao cpp J + Q L lY C N _ P Cq 2(�7 X O N H i 3 fr I' )NSTRUCTION )CUMENTS itle )ETAI LS Mons :CEI'JED ►F TUKWILA L 2 9 2015 IT CENTER /n by RAB ;ked by DMB 07-17-15 ,ct No 215019 10 301 A7 A8 A) TUBE TRUSS MEMBER FRAME CJI E�NII�' TUBE TRUSS F' R S I AI R7 ELEVATOR LANDING -- - — -- ---- - TUBE TRUSS -- '1 �` 'x=:�>(}:3 %WEST ENE? POLY` ARBONA`rE SROOF PANEL E:_�VA,TIO`•d DETAIL,": TOP CHORD -/ j .............. . _................. W �. ................ .. ..... .. .............. _ ... ................... ............ _ _ .............. . ._.... ... _ ......... .._ ,,,_,,, / % .. ....._.. ,\ ,. ....... y......... � asxanvaaastaf � +aaaxr' .. �t 54,kP. « �G�4by` BOTTOM CHORD `.ST IN PLACE CONCRETE ABUTMENT u iQf rvo ug payU STEEL STAIR STRIN ER FORECAST STAIR T`� ED OVER BENT METAL rISER STEEL PIPE TRUSS END FRAME GLASS GUARDRAIL, S.S. HANDRAIL TYP t-0.) NOR H SIDE OF BRIDGE EL +38'-a" STEEL GUARDRAIL, TYP S.S. HANDRAIL, TYP 0 10 A801 OPP ONCRETE >' AiOVER L o k EPICOE,E METAL DECK AT LAN[ANG N. tia. I __..._.._................. ....... .. ...... .. ..... rr ra rn-rr•�r. r. e^•d rx ss^n � .,. Ar^tf i€"' Lt3[�i API -- CAST IN PLACE CONCRETE: MALL B,E . W STAIR FRAME - ELEVATOR k x.Ca'ilNt": I (}Cer:� Wi [ HIN WEST STAIR ELEVATION 1 /4" = 1'-0" - TUBE: TR(.-i S PROFILE �. AT CEN t t' 1 q1 TE ROOF \ 1 3 ARDRAIL "F BRIDGE 1 t CICE EN " 1 I EL +38!-5' E�IDGE FIT I:::1/00R � Z,/fr BRIDGE SUPPORT POINTS STEEL GUARDRAIL, TYP S.S. HANDRAIL, TYP CONCRETE ABUTMENT I E`fit:.,f ID ({: BLIQUF VIEW) SEE tUA5* 2 STA ' LANDING METAL EDGE STL'.iiA.it' FRAME CAST IN PLACE CONCRETE WALL WEST STAIR ELEVATION 1 /4" = 1'-011 m c— EL +18'-8" @ PAVIN( ram{ 2 i r F S F.P 10 IA€ 02 FOR A800% , 5n LINE OF PILE CAP BELOW =- VOID €.N CURB i WEST STAIR ENLARGED PLAN �© r AT RAIN LEADL A500 1/4" = V-0" LINK. OF AEUTMENT ABOVE � (���. ^ t 3 A502 L 5 Jn. d �} •fir {� ,, YY A502 0m) V ~ LIt r nf- ABUTMENT°— ABOVE r '1Fj"X18`X`El" SUMP PET PIT LADDER Wt PY F ' f .. GRATE COVE:"R p1 • (F. ¥J♦>= `Ili 6'1[ I i f.?E it+1 h 3 PLAN ELEVATOR PIT A500 1 /4" = 1'-0" 2 r 3" DIA DOWNSPOUT A502 7 ROU-NIN-G WITHIN FRAME WALL SE'E DETAILS 1. 2, 31AB()E RP1!)i !A?A!N ^---- .. ........ ! . Pr ........' 1° .._ ., i 1 5 ELEVATOR ROOF PLAN A500 1 /4" = 1'-0" a' AST IN I LINE OF STAIR EDGE ABOVE (DASHED) CAST IN PLACE CONCRETE ABUTMENT SEE 1/A500 FOR BRIDGE LEVEL FLOOR PLAN LINE OF PILE CAP BELOW PER STRUCTURAL 2 OPP, SIM A'00 CAI .I 13U I TON, 36" AFF ED"Al'. ()I::: LANDING FLO ik, (,-p LANDING SL(,I 4 AV,1AY FROM Its ELE4A I )It, TYP I � CANE DETAECTION RAIL S E DETAI`. ,i 11. 1 �1A110' 1 i I { I ' ! C( AE ETE ABUTMENT SEE ELEVATION SRG PARTNERSHIP, INC 110 UNION, SUITE 300 SEATTLE, WA 98101 706973 1700 SRG PARTN ERSHI P.COM f ✓ f 3 t(�2" _ f ka CONSTRUCTION DOCUMENTS Dra•fving Title West Stair & Elevator Plans. & Elevations 114" = 11.0" Revisions RECEIVED CITY OF TUKWILA JUL 2 9 2015 PERMIT CENTER Drawn by Checked by EL +38'-5" C FINISH BRIDC17 F_()(ik BRIDGE SUPPORT POINTS CONCR TF A1;UTMENT SI_'L ,°f%i,'),' € t c DIMENSIONS & NOTES i-. !.:. +1 &—pit r_ PAVING G TUB .: P.USS {OI�I_IOUE VII""b� � - ___ _ -- SEE. ` r1_.I A 01 [ O P I'%()','; 91F,'TION `--- — --"` I SLIDING GL.,%w ;-'kTE EAST ELEVATION 11141.1 STL CANO wN- EDGE ._ I.,\�,_ -. — _. _.. �.e-,_,. _.. _.. _. _. 1. TEE] ... ( c[.. ARDRAIL, TYP __ .... t j . 11 1. _ �� �It�Fi€i1:ALyTYP _ .._-. __ _::.. :. _ ��. ,,, .. _., . :. : > f ,.. ". __., ".. .. , . -. . :�. :. . . t ........ x,.....t .: a .....:.. ....., .. ... x T , . ,.# f.. . . . _ _. _ _. _ _, .,.,. .... ` ! yr 1- _... _,... _ i _ ___ _ I l -....., . .. ,.,.... . ,....,. ,. ........ _ ....,,..._...,. _ ...:... .... ... ...... ,_ .. ,... I Gr,.�T IN PLACE -..1111­111 _ STAIR DN G' N'(. ,ETE ABUTMEN . . . .... _ ._.. ._... .. ... ... . .... ..' :�. :. PER STRU&URAL ,. f i -: , —� .. ._ _ . t,__u. ... E ; , _. _. _... .. ... _. .._. .. ._..... r" ; i r , COLUMN 9`-111t.. . ._ .____. __ _, __._.. _.._, t - _ _ 11^ i __ _ _ _ _ ,_ .. _ __ . _. -_. _ . 11 TYP i� /� '. U_ -_ .. . - ___ _._ ___ N 111 3 -_, . _ __ _ _ . __ _ i:' •,... _ .. , I . ALUMINUftf GLAZING SYSTEM WITH Mrji'v)u I I if(, of­Ast BEAM PER STRUCTURAL RAIL BRACKET ON EACKSIDE OF STRUCTURAL BEAM (MAX. SPAN 15'-9") STEEL G _ %i FRAIL, TYP NOTE: REPAIR OR REPLACE AS REQUIRED TO MATCH ORIGINAL CONDITION, EXTENTS VARY '2 BASE: 0 111 BOTTOM CHORD I en - TOP OF CONCRETE ! tv LXi t ..� �" t _ _ ----- CANE DETECTION RAII... = ECG I T-0'! - i SEE DETA:... R &t 4'1:\, }:" 9, t� ' ECG _ ___ _ _ .� µ E` '+ 18`'' tx Ph VIN(' I I,, ; 1 . I I r4VEST ELEVATION . A502 /4" = 1'-0" T' m FILLED, R:_(,E.S..}ED SNAP -TIE HOLES 1'2" GON_ i E TC: R€ V1 A€ TYP} LINE OF DOWNSPOUTS SHEET A 14 1 OF RAIN LEEAEER DI/ -,(.',RAMS & DETAILS Cr I `� , ,- # � , h "- OF STEEL COL. �,0 �� — "t •._�_�._. _.—� ,�% . _ TOP OF STEEL COL. TOl{- ry Mi ' EL `�'5J2'-7" E +52' 7y 1 1 BOTTOM OF BEAM ........ .-_______.___ 1, 111 v.BOt1'.rP.'ryj.;II.€L 1 1 ee pY p H 1iITL�AY BEAM � . — � . ., . tIOIST4; �� -_—_ __,_,.. HC?'': "A'AY 13F:AM % �� �, "'E tf. i1 iJt:' 1 URAL II I v E W PER STRUCTURAL __ . :�z ;' _ . � &A80:0)— ..r €§ s(. t [ 3. i:i A,Rt}tiiJh 1:-�€N A800 W A8 �0 . ....I:::111..iL._i - U BLOCK OUT OUTER BEAMU - °I I ' FyLAN�C 'Ct ALLOW I1Ap IN f _ to, �. I..1.1. __ I LEAD' .f° ; r1 I'ti r? s € € 1I\OUIfy ELEV. CAR p NOTE: W > REPAIR OR REPLACE AS REQUIRED TO MATCH ' ; I ORIGINAL CONDITION, . ._..._. _ .1 - _ NOTE: EXTENTS VARY ,I 8 REPAIR OR REPLACE AS 1 O I A800 REQUIRED TO MATCH �� - '` ORIGINAL CONDITION, EL3Lit_5Ft EL jy�f—jail 1 1 TYP(n� EXTENTS VARY. .n -- .1�(/) 1 1 BEAM -I BRIDGE LEVEL BRIDGE LEVEL 11T_. 11-11, ­­11 I �.1 i !� 1 _t. �1:>� �� `.. ..... .I I : I!� SRG PARTNERSHIP, INC % - oo� i 'I---"-- T . . 11C UNION, SUITE 300 . SEAT -LE, WA 98101 _ __. ____" . .-- __�,., ._.,, . ,_____- ._ _,_. . �_ 2 i 973 1700 2'-0" 11 2'-Ott 11 0� �� A800 t` I -�� A800 SRGPARTNERSHIP.COM d.. ., ° ►� I Ij I.. .. � _1 ___"_.__ 1 I "...„.. i,' , 4 q . 1:4 a` , d a . .qq oI .a . d + . e..y _ --,,.__.... ..„.,,.... � a- ..,...._.,.......... aY. v.a. o k tfy m q®: 6„ ra '. a : 6 r . i-- a Via- , b.� .. V-4" PIT LADDER :; : a.p: _____.___ . ;a 4. ' ___.__ _._._..".__.._ 9< Y •aa * 0 M a ,'- , ,4 ' • 12 TOP OF : ¢: A. �F, � 42' o . - ! :'. 4,t 42! A800 TOP OF _ 1 � < . A800 q `� OPP CONC. CURB " k " 5. I. - - - % CiNC:. (UREi ► 1 ff ` �"1 a a:"..' .. : AD _ 1 1 , 1 `" 18'-8" I . Ill I a,.a " 5,! 5,_9!! 15" 73/4'� '. ; '.�.,, .5t 8,�„1 11" 1 G1 ' L.rt) CLR '-"fir - -'o '<' <. g CLR kOISTWAY 0 t- , � ' 'a r� HOISTW q M' `' , �' � ,�-�,,t PILE CAP PER -.-�:.,QM1 °a. '.'. . & . , . �..� �,..; #.. STRUCTURAL -, `i`.11.1. .� 4 - ,4 q.. ...� <-� a:5 a:. a ' ;. ICECAP PER . J v ' ' �.,�,:< a g' q : I : . " , STRUCTURAL �'; J 18'r`lb"%'3"DSUMPPIT.. -, � ' � €° ..q ` :m. �;n � �'" _.qEI 14.. � � �'..,a Fai.�\. °� �q y��t a q 'Qc. >E �;. /� e q n •.... 'a. :�;'. � <..- .v 'I, ' >• ._:_'_-�':,- 1i3 X 1 1F'"D SUMP PIT YY! 111.rI. � iv- I€':.: t' L F y!, c ' %. , afl' :a ,a .. Id 4 4g �\ q• a i, ..'a. L. I W 0 1jL �.....-..v.t q . ... , .a' ,4 ..Se .��'__ � .a W/ MT1- CAWA : E v. COL. 6'-7" COL. COL. COLU) < 2 . HOISTWAY SECTION LOOKINGE A Uj > m o2 1/4"=�'-o" AST A o2 1H2OISTWAY SECTION LOOKING NORTH Lll . tee C _ STL EDGE �, CANOPY = = . .,. 1— _::: - :_ PREFINIaHED _ _. _. ._. . : METAL SILTING - - 3146 . _ _ .. r, _..._. _ _ REGISIM ,11 I ': _ .___.� - TUBE TRUSS STRUCTURE NOTE: . I.ANTFF2N, TYP I : BEYON ; REPAIR OR REPLACE AS - CA ! ' t 1 DENNIS C. FORS STATE OF WASHINGM , I.::: I .. REQUIRED TO MATCH .. "__ r _ . STI y I�:�t, ,> 1"E'.1:: L .-: _ ., , .::. _ ON, - , �,,,- ELEVATOR DOOR TYP, ORIGINAL CONDITI1.LINE OF INTERNAL DRAIN . _ EXTENTS VARY I �. c- _� �. ]; �. I. _. ._ I-_. . __ .._.- 11 i . r .. ..; I STL (,GUARDRAIL, °TYP - --1­111.11 1.CONSTRUCTION - CALL STATION, I .__,. TYP _. :. NOTE:S.S.A�.. FAIL, TYP- _ . ... S, L UARORAI'P. - ­111.1111�,. �_, ' ENT REPAIR OR REPLACE AS i 1 _ Drawing Title . __ ( _ REQUIRED TO MATCH -- :4 I: ......: __ _......__, ., . g t e I I I . _ ., EPI, l)RE META __ A80 I L DECK ORIGINAL CONDITION ' ,r i f i ... LANDING Wept Elevator r a EXTENTS VARY 1 r .'"; _. I 1 :. 1 1 Q -a EL +'" ,' <�I. _ � I 'ect.ion , Elevations I �.. 11. r _. STAIR BEY ND p O wI'll a FINISH ER1DG F E LC�O I EL VARIE T......�... 1/4" =1' 0" od...,. ,..,. ._ ._ 11 I ", ''I � I . -S X NLTIIIG At302 . I . .- Y Z_ , :_.... ,_._ ._ .__ _ __. _ ._...._ i 1..__ �'I _. __. O ___.... _.. _..�._.____._._.._ .... :,�<::,::.'' '.. _.__ ______ Revisions __ ,M _. ____.____ __._.._..__.._._. _. ..._-.. STEEL BEAM gg U i t __._____ _. __.._ _......_.__ ___._.__ _u 11 _...__. _.._._"_ __... _",-...._...._.____....._.__ _... iL1ETAL PLATE. icx: . 8:_ ..:.:._ _.__ W': t._W .. ,,:�.w ._ _ _, EiEAM PEA I :"I'17 i HON .., # _ _ .: W _.Mm.,..._._......_ .. . ... —,- ...... ........... _ ... _... _ ' a _ _...r: __... ---- ABUTMENT BEYOND : -._ ...:... _..... " . -; P RECEIVED �sqa _ CD _ _ ...: CITY OF TUKWILA _ �.' ► - :::.. : - __L...... ___-I--- _ �_ �.._-______ _ ._ . _ I HED """--_.W._ ._.,._.__..._......_.. ----- - - z 1 !�- I----==.� . --..__ �..� -. METAL SIDING JUL z 9 2O1�J I ,- -- CONCRETEABUTMENT , ° , ___.._.____ CENTERLINE OF , ,.' -♦ _.. ._.___. _.-"_____:. '. __ __._..__ . _x _ 1� .. E STEEL BEAM �, .__.__,._.._ _._._.__.... _._ __._......_.._., .., RMIT CENTER I CONCRETE :x - _ _ BEHIND WALL A 00 ..1-11­1 . sTm— _ '.. �� CAST IN PLACE--------__.m--__ - .:f _w m_ ........ RE WED FOR LINE OF -- --- - - - - ---- FILLED, :�r.:,E SSED CONCRETE ABUTMENT INTERNAL DRAIN m_ ._,_...._ i� SNAP-TII i1tll ES I "< ...�_ _. __ ___ ------ _______:. CODE COMPLIANCE Drawn by . -- _. .___ _._ :�._ __ APPROVED :_ : ' r _._._. ___ _ __ ,, , `�" _ ❑� ..� 1 AUG 0 4 2015 Checked by _. 9 _ . ; a . _.._. I w `` - ... 1..... . ry SIM �- ,.X. q - - 4 Date : " . •.'.a q s .._.mm.. city of Tukwila 07-17-15 - . 4 __..__.... j - BUILDING DIVISION I't�,I�:ct No I { 0, , 1,t &, to CONCRETE BASE (2) EQ m �t o �� o ._L +18'-8" J ". , .... _-__.. _.. __ _, -I,--- — i.-; o 1 ;- METAL COVER PLATE `' r C'�'�VING .:.. k'. .'-1 5ff ` OV1 R CURB VOID AT - - _ ` Drawing No -- 4 RAIN LEADER . 5 NOFRBVA &XVATION 6 SOUTH ELEVA A502 1/4" = 1'-0" A502 1/4" = 1'-01, —Rain leader to storm Rod & sealant Roof drain Prefinished Line of conc. abutment ; sewer below, grade Aluminum glazing 1�" 1�" Roof �s.: rr f';, r-r'cket to drain metal corner trim, typ 1 1 Metal siding 5». ; V 3" dia rain leader within system Single I'-.y;'r;{r r}f r {embrane strip ' mtl wall framing Hot. :¢{weld to roof membrane Block out beam `l�{7�ie as req. Fastener w/ neoprene gasket, typ -- .... _ .. 71 ............................................ -- 1.... ............................................................ Sht metal flashing— rIN IV/ cent. cleat foosealant --- Siding mfr standard panel jamb, typ `° I I co Form closure ® ends ( I I w x per siding mfr, typ - -.- �. N -- _ =� - - - -. Metal siding ��y{-� •.; _�'� ' — , Air gap 1 Steel I.: Column Hat channel I Ln .•1 Stl column per structural I -� 1 T.' 6" 5" lear Hoistway Vapor barrier 8'-4" o = I L Lo Sheathing & cold formed GWB wall °' framing, typ 1 Steel Column j __— Line of concrete abutment Sheathing & cold formed framing, typ Hat channel Air gap Vapor barrier Metal siding Stl column per structural Si ing mfr standard pa el jamb, typ Fn m closure 0 ends [)a iding rrtfr' tYP Prefinished metal corner trim, typ ' I d IA Line of siding f ab-:vc concreto. all' I Ser detail I 1 /Ai600 I d a 1— a . r ' d � d a• Rod & ;�jalant 3/8„ Mtll siding Line of concrete abutment IGul 1 1 8'-4 Stl beam, where it occurs per structural Metal siding Siding mfr standard panel jamb Prefinished metal corner trim — Siding mfr standard panel jamb beyond Rod & sealant side & .top @ concrete wall 1 /8"/ft Slope Noway from elevator a ' d d .4 a Concrete abutment wall GWB wall Pre finished metal corner trim I1 4 Siding mfr standard panel jamb Form enclosure around, a g typ a A800 Mfr standard call button & Elevator mfr standard it face- plate, see plans & elevations stainless steel door jamb Q 1 1 /2 „ for lr;cations. 1 Line of concrete abutment M FTAI P AN FI' CORN ER @ CON CRETE ' WALL 10 ELEVATOR JAMB DETAI L CL Steel Column Mptni giriinn Stag- Ingle 08 X 11. 2; 1din lag screws C0 14" o.c. max. cen'torc l in channel SirJina mfr standard -- panel jamb, typ Metal siding Line of heat channel — Air gap Sheathing & cold formed framing, typ Vapor barrier Metal siding Vapor barrier Air gap Line of hat channel Form closure @ en( per siding mfr, typ Siding mfr standard panel jamb Sht metal flashing— Concret pit wall Hoistway side Metal siding Air gap Sheathing & cold formed — frarninq, typ Line of hat channel Vapor barrier Form closure ® ends—--, per siding mfr, typ Siding mfr standard ponef jamb Sht ruet.cal flashing Cont.. elect set on neoprene gasket 11 8�/ft sloe _ Top of cone.. *- 0 top of cone. Rod & sealant 1 /2" x 1" deep blockout ® concrete A800 SCALE: Clear Hoistway 1 /8" bent plate fasten to top of exposed stl beam both sides, where required, typ Clear Hoistway 8'-4" CLR Reference line Reference line /,/--of pit wall of pit wall Stl beam, where it 0 occurs per structural a ci Closure plate o hoistway aide of Clear Hoistway o exposed beam, typ 0 41 o Stl column I beyond Clear Hoistway Reference line of pit wall Reference line of pit wall Stl column beyond Stl column per structural Conc. pit wall Stl beam attached Rod & sealant to concrete wall See structural Sht metal flashing - Closure plate Clear Hoistway 8'-4" CLR Alum. glazing system Beam & Mullion SRG PARTNERSHIP, INC 110 UNION, SUITE a SEATTLE, WA 9810.1 06 973 1700 SRGPARTNERSHIP.COM i �'', 1 3148 FREg51Qtm� CONSTRUCTION DOCUMENTS Drawing Title Elevator Enclosure Details Revisions RECE'NED ITY OF TUKWILA JUL 2 9 2015 'ERMIT CENTER Drawn by Checked by Date 07-17-15 Project No 215019 IJ17� ......... ... ... _. .. s � , >'CD Concrete abutment I 3 R :'r abutment. elev ..1_.. } t r n 3 I Textured s.s. panel Textured s.s. panel I a[7utrr;c.,�t. ���':'12 � `fir '� C ` Y3'f ` _� i Ceiling Ceiling1 ... ... j j <. ; ............... .... ;` `''$ Per Elevation ................ ........ I ,e_"` .. .......... . . . . . . . . . . . . . . . . . . . . .'.'. I ) 2 )f 99 I J. 2 x1/2 mtl flat bar ................................................ ...... ....... .. .............. ............... - ........... ................. ................ ................ ............... .. ... ! ✓ <7 L, r.. - .......... ................'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.''.'.'.'.'.'.'.'.'.'.'...'.'.'.'. 1 ( ) ) >., S. �r. - ......... ..... ............... - ................. ................. I z r i i �_ c:i *.. r"""��•r-'"'"...-�•'. '.................".................". ....... .... ....... ....... ___. __-----"_-_- -M'• _ _ ............. .............. - _ -- _ _ _ -__ ___ _ - ............... ................. 1 . ... . .". .'. . . ................ ......... ... __.._.. ..... _....._.. _....... ... .._.. .. ......... ...._... __.__. _._.._............................... • . .'. . . . . . . . . ... . . . . . . ... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f j. . . . . . . . . . . . . . . . . • . . . . . t { . ........ ... .. . a . Flat bar stanchion welded-- ` " to .>tl a slab e _ __ --_ _ ____ _ . AIJL ........... a r n le dge r n 1 Stair Lon in{1 1 � � ...................'.'.'...'.'.'.'.'.'.'.'.'.'.'. . 1_ -i - i_ d Ar ........... ... ... ... ... .. ................. ................. �_._... _ A le A A I 1 Stl angle L5x:3�Z 1 ............... t p( landing Slab edge A °' 1 1 j2"x1/2" rntl flat bar y� -- . °. ' I top rail above co .............. Concrete over steel deck A ... I ................. ........... d ` n ......... I r �Q. A a d, t I 2%1 /2" rr�tl flat bar ................................. ............... 00 pp 910. .'.'.'.'...'.'.'.'.'......'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'... 4 a A I 1 .. �. 'below slope to grade a co :':':':'.'.'.'.'.'.'.'.'.'.'.'.< LU > 4 s.s. handrail « ' i b a e r A a. # #4 s.s. handrail �� �s ' . i ' cz I 1 Q 1 ......... 1 1 ................._ Structural support{ { @ stair lands s i a .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. landing i 2.'x1/2" rntl angle corners • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49Aft O . . . . . . .. . . .....'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.': i I �d LU :,:.::':::::. I ..••....... Typ9 u.n.o. C , H ..................................... s. base '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' •:•:•.•.......... # s.s. se stair landing .;. ;� #4 s. 4 ba a ! I d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .„._-- ..,.......»............,.,„..,. .,..........._..... ... _. _....•_.,........y,..._ � � d• . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . ._....... .............. _ .. - j _ a 3146 I A REGMERED ---------- --_---—_--_—_--- 7,_011 5'-1" DENNIS C. FORS (3) e9 Panels 2 e panels �) 9 P :..................._.......................................... .. ._...........................................................2,9 sTA7E OF wASF4ttc1DN i 5 ELEVATOR CAB REAR ELE�ATI ON 6 ELEVATOR CAB SIDE ELE�ATI ON GUARDRAIL SECTI ON @ STAIR LANDING 8 PLAN @ CANE DETECTION RAIL A802 SCALE: 1 2 = 1 -0 A802 SCALE: 1 2 = 1 -0 A802 SCALE: 3 = 1 -0 A802 SCALE: 3 = 1 -0 CONSTRUCTION DOCUMENTS _.i Vertical stanchion beyond -- ; Drawny Title #4 s.s. head panel 1 299 Blackout 1/ .'x 1/2" STAIR & ELEVATOR Ceiling Ceiling rf,d� :I?: cc, ,: refs edge DETAILS ly Fill w/ sealant Stair Landing Line of concrete abutment .� R�-c!. vent elevations: Glass a� e':; , a:l.� tYr�f raga �t lf#}%} '.'.'.'.'.'.'.'.'.'.'.'.' Textured s.s. door ! ; 4.d d .'.'.'.'.'.'.'.'.'.'.'.'.'.' .'.'.'.'.'.'.'.'.'.'.' ' Clear anodized Center abutment: see 3/A501 REVIEWED FOR Revisions A CODE COMPLIANCE L�, :..... . ............. aluminum frame i' d., APi� OVER FiL'(;_IVED ::.:.:.:.:.:.:.:.:...:...:.. ........ ............................ 4 h' a UKWILA ITY OF T .... ........ ............ .. ..... 4- d to coarete abutment AUG 0 4 2015 .... • . • .'.'.'.'.'.'.'..'.'.'.'..'.'.'.'.'.'.'..'.'...'.'.'..'..'. JUL 2 9 2015 ................ .'.'..'.............'....................... _ `� Cifiy uf7ukwila ERMIT CENTER '.'.'.'.'.•.'.'.'.'.'.'.'.''.'.'.'......'.'......'......'.'. I I Typ, u.n.o. ILDIi�G DIVISION :':':':':'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'...................:: @ stair & ... 00 0 landing 8 Textured s.s. panel #4 s.s. handrail ...-Canc wall & stl beam A802 D '.'.'.'.'.'..' '.'.'.'.'.'. .'.'.'. __..__ __.._ Drawn y n b .......................... :'.'.'.'.'.'.'.'............... Glass �), Rod 8c sealant both sides -- 29Px2" mtl angle _ 2))x1/2„ ... .. z cs eorr�er, mtl flat bar :.........................::::':':':':':':':':':':':':':::':':':'.':': --------- C steel beam ct} ..:_; Checked by - Typ i� I Match angle w/ conc. wa is _, .... • _I �, a. Concrete wall ";; _ , concrete abutment en ' a� a Elevator Machine room � u �, Date .........':':'.':':'::':':':'...':'.':':':':':':':':':':':'.'.'.'.. # s.s. base ... ..... _... ... .............. ...... _.. . ...... ....... . ...... .. ........ 4 07-17-15 #4 s.s. base ' '.'.'.'.'.'.'. '.'.'.'.'.'.'.'.'.'. b . . 4- d . i Iz Prrj ect No • - ' ' A { 215019 :.:::::::::.:.: II to 11 cir dimenlSa ' ' 3'-6" door opening )) .,__per Plan 5 -1 a 4.' .,�. @ grade 1 I) 7 -0 per e{evatoin