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Home My WebLink AboutPermit D17-0142 - BOEING #2-83 - WIND TUNNEL DEMOLITION IIBOEING #2-83 WIND TUNNEL DEMO II 8123 E MARGINAL WAY S EXPIRED 12/12/17 D17-0142 Parcel No: Address: Project Name: City of Tukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3324049002 Permit Number: D17-0142 8123 E MARGINAL WAY S Unit2-083 Issue Date: 6/15/2017 Permit Expires On: 12/12/2017 BOEING #2-83 - WIND TUNNEL DEMO II Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 JOHN S MURDOCH Phone: (253) 740-0214 PO BOX 3707 MC 46-88 , SEATTLE, WA, 98124 BOEING COMPANY, THE Phone: (312) 544-2535 100 N RIVERSIDE, M/C 5003-4027 , CHICAGO, IL, 60606-1596 BOEINC*294ML Expiration Date: 1/18/2019 BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 DESCRIPTION OF WORK: REINFORCE AND DEMOLISH PORTIONS OF BUILDING TO FACILITATE EQUIPMENT REMOVAL. ENCLOSE OPENINGS IN BUILDING AND ADD CANOPY ROOF TO REPLACE DEMOLISHED ROOF AFTER EQUIPMENT REMOVAL. REVISION #1 IS TO INCREASE THE SCOPE OF WORK TO INCLUDE DEMOLITION OF THE ENTIRE BUILDING. Project Valuation: $297,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $6,691.68 Occupancy per IBC: B Water District: SEATTLE,TUKWILA Sewer District: SEATTLE,TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: 9-))--t 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 loca aws regulating construction or the performance of work. I am authorized to sign and obtain this developm er j and agree to the conditions attached to this permit. Signatu 7 ,/t:Yr�VG�Wl�' ` ( DatetX� :,.G —/21 * -2-C7/ Print Naue: 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 and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: 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: 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. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: 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. 14: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 22: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 23: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 18: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 15: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 20: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 19: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 1400 FIRE FINAL 4000 SI -CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4028 SI-REINF STEEL -WELD 4004 SI -WELDING Parcel No: Address: Project Name: City of Tukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3324049002 Permit Number: 8123 E MARGINAL WAYS Unit2-083 BOEING #2-83 - WIND TUNNEL DEMO II Issue Date: Permit Expires On: D17-0142 6/15/2017 12/12/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 JOHN S MURDOCH Phone: (253) 740-0214 PO BOX 3707 MC 46-88 , SEATTLE, WA, 98124 BOEING COMPANY, THE Phone: (312) 544-2535 100 N RIVERSIDE, M/C 5003-4027 , CHICAGO, IL, 60606-1596 BOEINC*294ML Expiration Date: 1/18/2019 BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 DESCRIPTION OF WORK: REINFORCE AND DEMOLISH PORTIONS OF BUILDING TO FACILITATE EQUIPMENT REMOVAL. ENCLOSE OPENINGS IN BUILDING AND ADD CANOPY ROOF TO REPLACE DEMOLISHED ROOF AFTER EQUIPMENT REMOVAL. Project Valuation: $247,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $4,936.02 Occupancy per IBC: B Water District: SEATTLE,TUKWILA Sewer District: SEATTLE,TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: OCP (/,i1l7 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: C I l'r-; r Date: 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 and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: 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: 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. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: 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. 14: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 22: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 23: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 18: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 15: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 20: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 19: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 1400 FIRE FINAL 4000 SI -CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4028 SI-REINF STEEL -WELD 4004 SI -WELDING 0 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov C Building Permit No. Project No. 1 O P Date Application Accepted: Date Application Expires: vl� (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 7l41/"rW/ND 7'-ul VtZ EMOU46 Site Address: 7755 East Marginal Way So. Tenant Name: The Boeing Company King Co Assessor's Tax No.: 0001600020 Suite Number: Boeing Floor: Field PROPERTY OWNER Name: The Boeing Company - John S. Murdoch Address: P.O. Box 3707 M/C 46-88 City: Seattle State: WA Zip: 98124 CONTACT PERSON — person receiving all project communication Name: John S. Murdoch - The Boeing Company Address: P.O. Box 3707 M/C 46-88 City: Seattle State: WA Zip: 98124 Phone: (253) 740-0214 Fax: Email: john.s.murdoch@boeing.com GENERAL CONTRACTOR INFORMATION Company Name: The Boeing Company Address: p.o. Box 3707 M/C 46-88 City: Seattle State: WA Zip: 98124 Phone: (253) 740-0214 Fax: Contr Reg No.: BOEINC*294ML Exp Date: 01/18/2019 Tukwila Business License No.: H:\Applications\Fomes-Applications On Line\20I1 Applications\Permit Application Revised - 8.9-I l.docx Revised: August 2011 bh New Tenant: ❑ Yes ..No ARCHITECT OF RECORD Company Name: Sifts & Hill Engineers, Inc. Engineer Name: Brent K Leslie Company Name: City: Tacoma State: WA Zip: 98409 Phone: (253) 474-9449 Fax: (253) 474-9449 Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Sifts & Hill Engineers, Inc. Engineer Name: Brent K Leslie Address: 4815 Center St City: Tacoma State: WA Zip: 98409 Phone: (253) 474-9449 Fax: (253) 474-9449 Email: brentleslie@sifts-hill-engineers LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: The Boeing Company - John S. Murdoch Address: P.O. Box 3707 M/C 46-88 City: Seattle State: WA Zip: 98124 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $30' Existing Building Valuation: $ 1,500,000 Describe the scope of work (please provide detailed information): Reinforce & Demolish Portions of Building to Facilitate Equipment Removal. Enclose Openings in Building and Add Canopy Roof to Replace Demolished Roof after Equipment Removal/ Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq f4): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes ® No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Z Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fours-Applications On Line \2011 Applications\Penmt Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s` Floor 2nd Floor 3'd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport - Detached Carport Covered Deck �VZifi 11,525 10,825 PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq f4): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes ® No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Z Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Fours-Applications On Line \2011 Applications\Penmt Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY C RTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER Y BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PENALTY 0 P vele Signa Print Name John S. urdoch - The Boeing Company Day Telephone: (253) 740-0214 AGENT: vV ! �' �aff• ` to Pa } t/ Date: 05/24/2016 Mailing Address: P.O. Box 3707 M/C 46-88 H:\Applications\Forms-Applications On Line \2011 Apptications\Pemnt Application Revised - 8-9-11.docx Revised: August 2011 bh Seattle WA 98124 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK I PAID $1,755.66 D17-0142 Address: 8123 E MARGINAL WAY S Unit2-083 Apn: 3324049002 $1,755.66 Credit Card Fee $51.14 Credit Card Fee R000.369.908.00.00 0.00 $51.14 DEVELOPMENT $1,654.39 PLAN CHECK FEE R000.345.830.00.00 0.00 $651.73 PERMIT FEE R000.322.100.00.00 0.00 $1,002.66 TECHNOLOGY FEE $50.13 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R12401 $50.13 , $1,755.66 Date Paid: Friday, September 22, 2017 Paid By: JOHN S MURDOCH Pay Method: CREDIT CARD 063204 Printed: Friday, September 22, 2017 2:46 PM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $4,936.02 D17-0142 Address: 8123 E MARGINAL WAY S BLDG 2-057 Apn: 3324049002 $4,936.02 Credit Card Fee $143.77 Credit Card Fee I R000.369.908.00.00 0.00 $143.77 DEVELOPMENT $4,651.43 PERMIT FEE R000.322.100.00.00 0.00 $2,816.32 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,830.61 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $140.82 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11564 R000.322.900.04.00 0.00 $140.82 $4,936.02 Date Paid: Wednesday, May 24, 2017 Paid By: JOHN S MURDOCH Pay Method: CREDIT CARD 001555 Printed: Wednesday, May 24, 2017 2:45 PM 1 of 1 CRISYSTEMS 11/2/2017 City of Tukwila Department of Community Development JOHN S MURDOCH PO BOX 3707 MC 46-88 SEATTLE, WA 98124 RE: Permit No. D17-0142 BOEING #2-83 - WIND TUNNEL DEMO II 8123 E MARGINAL WAY S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director 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 12/12/2017. 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 fmal 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 12/12/2017, 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, Bill Rambo Permit Technician File No: D17-0142 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 9ERMIT COORD COPY, ° PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0142 DATE: 09/14/17 PROJECT NAME: BOEING #2-83 - WIND TUNNEL DEMO II SITE ADDRESS: 8123 E MARGINAL WAY S Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: h/1146 uildtng Dtvtston VAM blic Works kW\ Pc? Ali Fire Prevention Structural j ke `111 Planning Division • ❑ Permit Coordinator P PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 09/19/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) DUE DATE: 10/17/17 Approved with Conditions n Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 q'ERMIT COORD COPY o PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0142 DATE: 05/24/17 PROJECT NAME: BOEING #2-83 - WIND TUNNEL DEMO II SITE ADDRESS: 8123 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: AWC S -31-t-) Building Division Public Wo s 0 4 Islayr31 Al° (o f7 Planning Division 1:1 Fire Prevention Structural El Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 05/25/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 06/22/17 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 PROJECT NAME: I �, �`I-O� 83 - k) PERMIT NO: b I _O 11 2 SITE ADDRESS: ?IL-3 k I Mo✓Gi Lv uvnvwl ORIGINAL ISSUE DATE: (p- �S � 7 $ ' vrk.o REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIA S Summary of Revision: 1vcrcase s c o dc- Luo✓I ` 4-0 Inc L, Ij J,p 1,44O f } Received by: Received by: - REVISION NO. DATE RECEIVED STAFF INITIALS ,1 .� ISSUED DATE — , �'� I A S Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670— -- Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: September 12, 2017 Plan Check/Permit Number: D17-0142 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ® Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Plant II Wind Tunnel Removal Project Address: 7755 East Marginal Way South Contact Person: John S. Murdoch Phone Number: (253) 350-5522 Summary of Revision: Revisions to drawing set in order to expand selective demolition of building to encompass the demolition of the entire building using three consecutive phases. CITY OF TUKWILA SEP 14 Sheet Number(s): GO, G1, 1S63R (New), S163R (New), S550R, S551R -`Cloudy or highlight all areas of revision including date of revision Received at the City of Tukwila Permit �Center by: Entered in TRAKiT on ' 6' I "4 L• 11 W:1Pomtit Center\Ton4tlntosWorms1Rovision Submittol Form.doc Revised: August 2015 BOEING COMPANY, THE 0 Washington State Department of Labor & Industries 0 Home Espanol Contact Safety & Health Search L&I Page 1 of 9 A -Z Index Help My Uzi Claims & Insurance Workplace Rights BOEING COMPANY, THE Owner or tradesperson LOHR, MICHAEL Principals LOHR, MICHAEL, SECRETARY MCNERNEY, W (JAMES), PRESIDENT (End: 01/13/2017) WOLTER, CHRISTOPHER, TREASURER (End: 01/16/2015) READ, PAUL, SECRETARY (End: 02/07/2013) SHRONTZ, F A, SECRETARY (End: 02/07/2013) GIVAN, B E, SECRETARY (End: 02/07/2013) KING, C G, SECRETARY (End: 02/07/2013) BEIGHLE, D P, TREASURER (End: 02/07/2013) COLLINS, T J, TREASURER (End: 02/07/2013) BUDINICH, T M, TREASURER (End: 02/07/2013) WOODARD, R B, TREASURER (End: 02/07/2013) CRUZE, D D, TREASURER (End: 02/07/2013) CONDIT, P M, TREASURER (End: 02/07/2013) WA UBI No. 178 005 030 100 N RIVERSIDE M/C 5003-4027 CHICAGO, IL 60606-1596 312-544-2535 Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. BOEINC*294ML Effective — expiration 07/13/1971— 01/18/2019 Bond Active. Meets current requirements. Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 6/9/2017 BOEING COMPANY, THE FEDERAL INS CO Bond account no. 81312466 $12,000.00 Received by L&I Effective date 01/14/2002 01/01/2002 Expiration date Until Canceled Insurance Ace American Insurance Company Policy no. HDOG27854990 $1,000,000.00 Received by L&I Effective date 10/05/2016 10/01/2016 Expiration date 10/01/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 700,216-00 Doing business as BOEING COMPANY THE Estimated workers reported N/A L&I account contact Employer Services Help Line — 360-902-4817 Track this contractor ;. Self Insured. This business is certified to cover its own workers' comp costs. No premiums due. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 05/10/2017 Inspection no. 317944514 Location 3003 W Casino Rd Everett, WA 98203 Inspection results date 04/21/2017 Inspection no. 317944148 Location 737 Logan Ave. N. Renton, WA 98055 No violations Violations Page 2 of 9 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 6/9/2017 LOCATION IN REGION VICINITY MAP DUWAMISH WATERWAY 2-41 2-40 2-44 2-49 2-66 2-51 2-64 2-65 3 2-63 2- 2-45 2-55 0 2-84 2-117 2-126 GATE B-18 SITE ACCESS PROJECT SITE BUILDING 2-83 PROJECT SUMMARY A DESCRIPTION OF WORK: TM PARCEL: SITE ADDRESS: OWNER: OCCUPANCY: CONSTRUCTION: BUILDING AREA: BUILDING HEIGHT: DEMOLISH PORTIONS OF BUILDING TO FACILITATE EQUIPMENT REMOVAL. THEN DEMOLISH REMAINDER OF BUILDING. 0001600020 7755 EAST MARGINAL WAY SOUTH THE BOEING COMPANY FACILITIES SERVICES — SHARED SERVICES GROUP P.O. BOX 3707, M/C 46-88 SEATTLE, WASHINGTON 98124-2207 F-1 (NO CHANGE) TYPE II B, FULLY SPRINKLERED (NO CHANGE) CURRENT: 9,690 SF MAIN FLOOR 1,835 SF OCCUPIABLE BASEMENT 11,525 SF PROPOSED: 8,990 SF MAIN FLOOR 1,835 SF OCCUPIABLE BASEMENT 10,825 SF + 800 SF CANOPY < 15,500 BASE ALLOWABLE PER IBC TBL 503 CURRENT: 36' HIGH ROOF 14' LOW ROOF PROPOSED: 36' HIGH ROOF 14' LOW ROOF 16' CANOPY ROOF (NO INCREASE) ATTENTION: JOHN MURDOCH PERMIT ADMINISTRATOR (253) 740-0214 PROJECT CODES 1. 2015 INTERNATIONAL BUILDING CODE (IBC) 2. 2015 WASHINGTON ENERGY CODE: STATE ENERGY CODE, COMMERCIAL PROVISIONS. LIGHTING: REMOVAL AND REPLACEMENT IS LESS THAN 50% OF TOTAL EXISTING FIXTURES. PER C503.6, THE EXISTING WATTAGE WILL BE MAINTAINED OR REDUCED. HVAC: ENVELOPE: ONE EXISTING AHU WILL BE REMOVED TO FACILITATE WIND TUNNEL EXTRACTION, REDUCING THE AVAILABLE HEATING AND COOLING CAPACITY TO ONE ROOM OF THE BUILDING. HOWEVER, OWNER REQUIREMENTS CAN ACCOMMODATE THE CHANGES IN DESIGN TEMPERATURES AND THE SPACE REMAINS WITH GREATER THAN 8 BTU/FT2 CAPACITY. THEREFORE, THERE IS NO CHANGE FROM A FULLY CONDITIONED SPACE AND NO UPGRADE OR REPLACEMENT OF THE HVAC SYSTEM IS PROPOSED. OPENINGS IN EXISTING WALLS ARE BEING CUT TO FACILITATE WIND TUNNEL REMOVAL. THESE OPENINGS WILL BE IN—FILLED WITH AN OPAQUE WALL SYSTEM WITH LOWER THERMAL CONDUCTANCE THAN THE EXISTING CONCRETE WALLS. THEREFORE NO UPDATES TO THE BUILDING ENVELOPE ARE PROPOSED FT \RATE PERMIT I i .'LlQUUIRED FOR: echanical ? Iectncat umbing as Piping ity of Tukwila .— 'DING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. I SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 05.23.17 A PERMIT D17-0142 REV 1 W3281256 SITTS M. BOCK 09.12.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN B. Johnson CHECKED B. Leslie DATE 05.15.15 05.15.15 ®lam► i 261 PLANNING APPROVED • No changes .can be madeto these plans without approval from the Planning Division of DCD Approved By: L-. 'rouV11� Date: -a--N~11• - LEGAL DESCRIPTION APM: 000160-0020 A TRACT OF LAND BETWEEN THE DUWAMISH WATERWAY AS ESTABLISHED BY COMMERCIAL WATERWAY DISTRICT #1 OF KING COUNTY, WASHINGTON AND EAST MARGINAL WAY IN SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M. AND IN THE JOHN BUCKLEY DONATION CLAIM No. 42; SAID TRACT ALSO BEING THE SOUTHERLY PORTION OF A LARGER TRACT COMMONLY CALLED THE BOEING COMPANY'S PLANT NUMBER TWO SITE, DESCRIBED AS FOLLOWS: BEGINNING AT THE SECTION CORNER COMMON TO SECTIONS 28, 29, 32 AND 33; THENCE SOUTH 88°08'07" EAST ALONG THE NORTH LINE OF SAID SECTION 33, A DISTANCE OF 982.000 FEET TO AN INTERSECTION WITH THE SOUTHWESTERLY MARGIN OF EAST MARGINAL WAY; THENCE SOUTH 47°51'53" EAST ALONG SOUTHWESTERLY MARGIN 684.62 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE SOUTH 42°25'24" WEST 1215.02 FEET MORE OR LESS TO A POINT ON THE NORTHEASTERLY MARGIN OF SAID DUWAMISH WATERWAY, SAID POINT BEING ON A CURVE FROM WHENCE THE CENTER BEARS SOUTH 42°16'23" WEST 1969.12 FEET; THENCE SOUTH— EASTERLY ALONG SAID CURVE, A DISTANCE OF 397.99 FEET TO THE POINT OF INTERSECTION WITH A LINE LYING 825.00 FEET SOUTH, AS MEASURED AT RIGHT ANGLES, OF THE NORTH LINE OF THE JOHN BUCKLEY DONATION LAND CLAIM No. 42. THENCE SOUTH 89°09'36" EAST ALONG SAID LINE, PARALLEL WITH THE NORTH LINE OF SAID DONATION LAND CLAIM No. 42, A DISTANCE OF 1387.45 FEET TO THE WESTERLY MARGIN OF EAST MARGINAL WAY; THENCE NORTH 22°32'15" WEST 160.30 FEET, FOLLOWING SAID WESTERLY MARGIN TO THE POINT OF CURVATURE OF A CURVE HAVING A RADIUS 2828.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE, A DISTANCE OF 1250.10 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE NORTH 47°51'53" WEST 76,82 FEET TO THE TRUE POINT OF BEGINNING: THIS TRACT CONTAINING AN AREA OF 2,897,955 SQUARE FEET, MORE OR LESS. FILE CO' Permit No. ► 0 ‘)— Plan Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of :> ad. • ed code or ordnance. Ript of approved Fi Itt opy and conditions Is edged: B Date City of Tukwila BUILDING DIVISION REVI 10 1 el 1412 DEMO PERMIT REV 1 SEPTEMBER 12, 2017 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 22 2111 AT City of Tutcwlla BUILD! ''`4DIMON RECEIVED CITY OF TUKWILA SEP 14 2017 PERMIT CENTER SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http://www.sitts-hilI-engineers.comf Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ SUBTITLE COVER SHEET CURRENT REVISION W3281256 SYMBOL DATE 09.12.17 APPROVED BY DEPT. DATE ENGINEER M. Bock 05.15.15 CHECKED B. Leslie 05.15.15 APPROVED APPROVED TITLE GENERAL BOEING SUPERSONIC WIND TUNNEL REMOVAL PLANT 2 PLANT 2, WA. SHEET GO JOB NO. W3281256 COMP NO. DWG NO. 2-83—GO PROJECT DRAWING LIST DRAWING NO. SHEET NO. DRAWING TITLE REV DATE 2-83—GO GO COVER SHEET A 09.12.17 2-83—G1 G1 SHEET INDEX A 09.12.17 2-83-1A13 1A13 PARTIAL FIRST FLOOR PLAN B 10.08.15 2-83—RFA163 RFA163 PARTIAL ROOF PLAN B 10.08.15 F U :A IT -- 0 6 2-83-1 S63R 1 S63R PARTIAL FIRST FLOOR SLAB PLAN — REMOVAL -- 09.12.17 2-83—S163R S163R PARTIAL ROOF FRAMING PLAN — REMOVAL -- 09.12.17 2—: —1 . 1 .3 P ,L 1 L11' SIB N B 1.1;. —8 — 6 6 'i.Te :0• ',►(I ',k 0 .; 2-83—S55OR S550R ENLARGED FLOOR FRAMING PLAN — REMOVAL A 09.12.17 2-83—S551R S551R ENLARGED ROOF FRAMING PLAN — REMOVAL A 09.12.17 2— —S I -- CI:. S 0 , A°G 1 0eR 'lM G ' IN 2-83—S551 5551 ENLARGED ROOF FRAMING PLAN -- 10.08.15 2-83—S552 S552 SECTIONS -- 10.08.15 2-83—S553 S553 SECTIONS -- 10.08.15 2-83—S554 S554 SECTIONS -- 10.08.15 2-83—S555 S555 MISC SECTIONS AND DETAILS -- 10.08.15 2-83—S556 S556 MISC SECTIONS AND DETAILS -- 10.08.15 2-83—S560 S560 ENLARGED FLOOR FRAMING PLAN -- 10.08.15 2-83—S561 S561 ENLARGED ROOF FRAMING PLAN -- 10.08.15 2-83—S562 S562 SECTIONS -- 10.08.15 2-83—S563 S563 MISC SECTIONS AND DETAILS -- 10.08.15 2-83—S564 S564 MISC SECTIONS AND DETAILS -- 10.08.15 2-83—S565 S565 MISC SECTIONS AND DETAILS -- 10.08.15 2-83-1 M 13R 1 M 13R DUCTWORK PLAN B 10.08.15 2-83-1M63R 1M63R HVAC PIPING PLAN B 10.08.15 2-83-1M263R 1M263R FIRE PROTECTION AREA A 10.08.15 2-83-1M63 1M63 HVAC PIPING PLAN B 10.08.15 2-83-1M263 1M263 FIRE PROTECTION AREA A 10.08.15 2-83-1E13R 1E13R LIGHTING PLAN E 10.08.15 2-83-1E13 1E13 LIGHTING PLAN E 10.08.15 0M1.2 2012 PP** bro ILI Z REVISION DEMO PERMIT REV 1 SEPTEMBER 12, 2017 REVIEWED FOR CODE COMPLIANCE APPROVED • t SEP 2 2 2017 City of Tukwila BUILDING DIVISION • RECEIVED CITY OF TUKWILA SEP 14 2017 PERMIT CENTER SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS A PERMIT D17-0142 REV 1 W3281256 SITTS M. BOCK M. BOCK 10.08.15 09.12.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN B. Johnson CHECKED B. Leslie DATE 05.15.15 05.15.15 SUBTITLE SHEET INDEX CURRENT REVISION W3281256 SYMBOL A DATE 09.12.17 APPROVED BY DEPT. DATE ENGINEER M. Bock 05.15.15 CHECKED B. Leslie 05.15.15 APPROVED APPROVED TITLE BOEING SUPERSONIC WIND TUNNEL REMOVAL PLANT 2 GENERAL PLANT 2, WA. SHEET G1 JOB NO. W3281256 COMP NO. DWG NO. 2-83—G1 21'-0 1/2" 20'-4 1/2" 20'-4 1/2" 23'-4" 20'-4 1/2" 0'-4 1/2" LEGEND GE\RAL \OTES CO\STUCTIO\ \ CTES 1. INSTALL SHORING AS INDICATED PRIOR TO COMPLETION OF PHASE I DEMOLITION. 2. FOR EACH PHASE OF DEMOLITION THE INTENT IS TO DEMOLISH THE ENTIRE BUILDING AND CONTENTS NOT REMOVED AS PART OF WIND TUNNEL REMOVAL. THIS INCLUDES DEMOLISH BUILDING ROOF, INTERIOR WALLS, UTILITIES, FLOOR PLATING/GRATING, METAL STAIRS AND ACCESSORIES, ETC. EXTERIOR WALLS ARE TO BE DEMOLISHED DOWN TO A LEVEL 6" ABOVE EXTERIOR GRADE. ■ amaa,:,„,,..„,,,a.aamaamamaaaamaaaaawaamanaammaaaaamataamaraama Wa relin ■■ 11111511WillIMAIMMIWANIII� ��.. :: AramrammwormucarmummoormmwmarmrarsimparamerAisitrowm.momerms RETAIN WALL UNTIL PHASE III. �EEE�E CE DAWI\GS PHASE III PHASE II PHASE I / / / / SHORING AND DEMOLITION PRIOR TO BSWT REMOVAL DATIAL FI QST FLOO SLAB LA\ ' E V OVAL 1S63R S550R A 1S63R S550 SCALE: 1/8" = 1'-0" EMOVAL DEMO PERMIT REV 1 SEPTEMBER 12, 2017 0 4 8 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 2 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 14 2017 PERMIT CENTER 16 24 MUM IN 1111111111111111111S SCALE: 1/8"= —0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE PERMIT D17-0142 REV 1 W3281256 SITTS M. BOCK 09.12.17 :E1 frAff ® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN L. MCVAY DATE SUBTITLE 09.11.17 APPROVED BY DEPT. DATE CHECKED M. BOCK ENGINEER M. BOCK CHECKED 09.11.17 09.11.17 PARTIAL FIRST FLOOR SLAB PLAN - REMOVAL CURRENT REVISION W3281256 SYMBOL DATE 09.12.17 APPROVED APPROVED TITLE STRUCTURAL MASTER BUILDING 2-83 COL. A -I1/1-1 SHEET 1S63R JOB NO. 982191-00 COMP NO. PLANT 2 DWG NO. 2-83-1S63R THOMASL: 09/28/04 16:28 Ci LEGE\D SCHEDULE: EJ� \PAL NOTES: '0\STS ,71C\ \ CTES : 1. INSTALL SHORING AS INDICATED PRIOR TO COMPLETION OF PHASE I DEMOLITION. 2. FOR EACH PHASE OF DEMOLITION THE INTENT IS TO DEMOLISH THE ENTIRE BUILDING AND CONTENTS NOT REMOVED AS PART OF WIND TUNNEL REMOVAL. THIS INCLUDES DEMOLISH BUILDING ROOF, INTERIOR WALLS, UTILITIES, FLOOR PLATING/GRATING, METAL STAIRS AND ACCESSORIES, ETC. EXTERIOR WALLS ARE TO BE DEMOLISHED DOWN TO A LEVEL 6" ABOVE EXTERIOR GRADE. DIVIDING LINE PER 1S63R. DEMOLITION LINE TO EDGE OF BEAM — SEE S551R FOR ADDITONAL INFORMATION. EFE E\CE DAWI ©© RFA162 GS: FA 160 4) DATTIAL GOOF FSA VI\G LA\ V OVAL SHORING AND DEMOLITION PRIOR TO BSWT REMOVAL S163 S551R A S163 S551 5 SCALE: 1/8" = 1'-0" ri REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 2 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TU(WILA SEP 14 2017 PERMIT CENTER RFA161 RFA163 0 KEY ONE PLAN BLDG 2-83 N SCALE: 8' 4' 0 4' 8' 16' SCALE: 1/8 =1 '-0" 0141. DEMO PERMIT REV 1 SEPTEMBER 12, 2017 SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474-9449 TACOMA, WA. 98409 FAX: (253) 474-9449 http://www.sitts-hill-engineers.comi Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE PERMIT D17-0142 REV 1 W3281256 SITTS M. BOCK 09.12.17 BOE/NGS ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN L. MCVAY DATE 09.11.17 CHECKED M. BOCK 09.11.17 SUBTITLE PARTIAL ROOF FRAMING PLAN - REMOVAL CURRENT REVISION W3281256 SYMBOL DATE 09.12.17 APPROVED BY DEPT. DATE ENGINEER M. BOCK 09.11.17 CHECKED APPROVED APPROVED TITLE BOEING SUPERSONIC WIND TUNNEL REMOVAL STRUCTURAL MASTER BUILDING 2-83 COL. A -I1/1-1 PLANT 2 SHEET S163R JOB NO. 982191-00 COMP NO. DWG NO. 2-83-S163R THOMASL: 09/28/04 16:28 1N) E\ 24'-10" 5,-3" 12'-0" 12'—O" INTERIOR JIB CRANE Tb BE REMOVED — COORDIN TE WITH BOEING CONSTR CTION MANAGER FOR DISPOSI ION JIB CA\E SECTIO\ SCALE: N.T.S. S5 E\LAGGED FLCO� FSA SCALE: 1/4" = 1'-0" \AI\G PLA\ .EN OVAL rA 1A13, 1S631S550R I WIND TUNNEL EVA CUT PIPE AT TOP AND BOTTOM TO REMOVE SS50R A LEGE GE\E \D/SCHEDULE: SAL \OTES: 1. SEE GENERAL STRUCTURAL NOTES ON SHEET S2F FOR ADDITIONAL INFORMATION. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO CONSTRUCTION. 3. CONTRACTOR TO ESTABLISH SHORING PLAN TO PROTECT WIND TUNNEL SECTIONS AND ANCILLARY EQUIPMENT, PIPING, ETC. NOT BEING DEMOLISHED. CONTRACTOR SHALL SUBMIT PLAN FOR APPROVAL PRIOR TO CONSTRUCTION. 4. PRIOR TO CONSTRUCTION AND DEMOLITION ALL AFFECTED AREAS NEED TO BE CLEANED OUT OF HAZARDOUS MATERIALS. CONTRACTOR TO SUBMIT HAZARDOUS MATERIALS REMEDIATION PLAN PER THE SPECIFICATIONS FOR APPROVAL PRIOR TO BEGINNING WORK. 5. CONTRACTOR SHALL CONDUCT A PRE—DEMOLITION WALK—THROUGH WITH THE BOEING CONSTRUCTION MANAGER IN ORDER TO IDENTIFY MISCELLANEOUS CONDUIT, PIPING, CONTROLS, ETC. THAT NEED TO BE REMOVED IN ORDER TO COMPLETE THE WORK BUT ARE NOT ON THE DRAWINGS. 6. DEMOLITION SHOWN IS FOR PHASE 1. SEE 1S63 FOR ALL PHASES. CO 0 0 N \STCTIO\ \OTES: CMU INFILL MAY BE DEMOLISHED IN ORDER TO INSTALL SHORING. DEMOLISH EXISTING ROOF BEAM AND EXISTING CMU WALL, LEAVING BOTTOM TWO COURSES (16" BOND BEAM) AND CONCRETE CURB. DEMOLISH EXISTING ROOF AND EXISTING CMU WALL DOWN TO LEVEL OF EXISTING FOUNDATION. DEMOLISH CONCRETE WALL AND COLUMNS TO ELEVATION 6" ABOVE EXTERIOR GRADE. CUT WALL ON DIAGONAL FROM GRADE TO UNDER ROOF. DEMOLISH EXISTING STEEL STAIR AND LANDING. SEAL DOOR TO PREVENT ACCESS. CUT AND CAP UTILITIES IN UTILIDOR AT DIRECTION OF BOWING. DEMOLISH VEHICLE BARRIER. FLOOR AND ROOF REINFORCING AND SHORING PER S550 AND S551 TO BE INSTALLED PRIOR TO DEMOLITION EXCEPT AS NOTED. 9 EXISTING WALL TO REMAIN DURING PHASE 1 DEMOLITION. 10 TEMPORARY SHORING FOR PHASE 1 DEMOLITION PER CONTRACTOR. E—W REFERENCE GRID FOR DEMOLITION AND NEW CONSTRUCTION AS IDENTIFIED ON S550. EFE�E\CE SAW \GS HPD4103—S2 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 2 2017 City of Tukwila BUILDING DIVISION lqz.„ 0 REMOVAL DEMO PERMIT REV 1 SEPTEMBER 12, 2017 2 4 12 anz RECEIVED CITY OF TUKWILA SEP 14 2017 PERMIT CENTER 8 12 SCALE: 1/4"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474-9449 http://www.sitts-hill-engineers.com/ TACOMA, WA. 98409 FAX: (253) 474-9449 Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 S ITTS A PERMIT D17-0142 REV 1 W3281256 SITTS M. BOCK M. BOCK 10.08.15 09.12.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN B. Johnson DATE 06.01.15 CHECKED B. Leslie 06.01.15 SUBTITLE ENLARGED FLOOR FRAMING PLAN - REMOVAL CURRENT REVISION W3281256 SYMBOL A DATE 09.12.17 APPROVED BY DEPT. DATE ENGINEER M. Bock 06.01.15 CHECKED B. Leslie 06.01.15 APPROVED APPROVED TITLE STRUCTURAL BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 COL. K -P/2-5 PLANT 2, WA. SHEET S550R JOB NO. W3281256 COMP NO. DWG NO. 2-83-S550R SYM 24'-10" E\LAGED .00F HAV I\G PLA\ •EvOVAL SCALE: 1/4" = 1 '-0" REVISION BY APPROVED DATE SYM REVISION BY APPROVED 25'-3" DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS A PERMIT D17-0142 REV 1 W3281256 SITTS M. BOCK M. BOCK 10.08.15 09.12.17 Air47ALuZAW° 12'-0" 12'-0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE pr 5� DRAWN B. Johnson DATE 06.01.15 CHECKED B. Leslie ENGINEER M. Bock 06.01.15 SUBTITLE . WIND TUNNEL LEGE\J/SCHEDULE: CE\HAL \OTES: SEE GENERAL STRUCTURAL NOTES ON SHEET S2F FOR ADDITIONAL INFORMATION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO CONSTRUCTION. CONTRACTOR TO ESTABLISH SHORING PLAN TO PROTECT WIND TUNNEL SECTIONS AND ANCILLARY EQUIPMENT, PIPING, ETC. NOT BEING DEMOLISHED. CONTRACTOR SHALL SUBMIT PLAN FOR APPROVAL PRIOR TO CONSTRUCTION. 4. PRIOR TO CONSTRUCTION AND DEMOLITION ALL AFFECTED AREAS NEED TO BE CLEANED OUT OF HAZARDOUS MATERIALS. CONTRACTOR TO SUBMIT HAZARDOUS MATERIALS REMEDIATION PLAN PER THE SPECIFICATIONS FOR APPROVAL PRIOR TO BEGINNING WORK. 5. ROOF REINFORCING PER SHEET S550 AND S551 SHALL BE PUT IN PLACE PRIOR TO DEMOLITION. AS REQUIRED, COORDINATE BUILDING ACCESS OPENINGS TO INSTALL REINFORCING WITH BOEING CONSTRUCTION MANAGER. 6. CONTRACTOR SHALL CONDUCT A PRE—DEMOLITION WALK—THROUGH WITH THE BOEING CONSTRUCTION MANAGER IN ORDER TO IDENTIFY MISCELLANEOUS CONDUIT, PIPING, CONTROLS, ETC. THAT NEED TO BE REMOVED IN ORDER TO COMPLETE THE WORK BUT ARE NOT ON THE DRAWINGS. 7. DEMOLITION SHOWN IS FOR PHASE 1. SEE S163 FOR ALL PHASES. CO\ STCTIO\ \OTES: DEMOLISH ROOF AND ROOF BEAMS. EXISTING ROOF DRAIN AND PIPING TO BE DEMOLISHED. SHORING TO BE IN PLACE PRIOR TO DEMOLITION OF ROOF. �► NOT USED. SECURE ROOF INSULATION AS REQUIRED. 9 E—W REFERENCE GRID FOR DEMOLITION AND NEW CONSTRUCTION AS IDENTIFIED ON S550. EFHE\CE D�AWI \GS EV bil OI'R REMOVAL DEMO PERMIT REV 1 SEPTEMBER 12, 2017 ENLARGED ROOF FRAMING PLAN - REMOVAL REVIEWED FOR CODE COMPLIANCE / PPROVED SEP 2 2 2017 • City of Tukwila BUILDING DIVISION 0 2 4 RECEIVED CITY OF TUKWILA SEP 1 4 2017 PERMIT CENTER ■-1111.111111111 u SCALE: 1/4"= 1 '-0" 8 12 A SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http://www.sitts-hill-engineers.comi Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ CURRENT REVISION W3281256 SYMBOL A DATE 09.12.17 06.01.15 CHECKED B. Leslie 06.01.15 APPROVED APPROVED TITLE STRUCTURAL BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 COL. K -P/2-5 PLANT 2, WA. SHEET S551R JOB NO. W3281256 COMP NO. DWG NO. 2-83-S551 R 1 A' ON r� -77 MUKILTEO EVERETT TO EVERETT BOTHELL KIR LAND RE MOND ON K -NIT TO TA 181 •MA KENT oAUBURN AUBURN1 ISSAQUAH PROJECT SITE c� DUWAMISH WATERWAY 2— 41 2— 40 2-44 2— 49 2-66 2-51 2-64 2-65 2-84 2-117 2-126 2-81 2-5 3 2-63 2-80 2- 2-45 GATE Q-18 SITE ACCESS 2-55 < _I 62 2-85 R,• PROJECT SITE BUILDING 2-83 I C SW/ DESCRIPTION OF WORK: TAX PARCEL: SITE ADDRESS: OWNER: OCCUPANCY: CONSTRUCTION: BUILDING AREA: BUILDING HEIGHT: REINFORCE AND DEMOLISH PORTIONS OF BUILDING TO FACILITATE EQUIPMENT REMOVAL. ENCLOSE OPENINGS IN BUILDING AND ADD CANOPY ROOF TO REPLACE DEMOLISHED ROOF AFTER EQUIPMENT REMOVAL. 0001600020 7755 EAST MARGINAL WAY SOUTH THE BOEING COMPANY FACILITIES SERVICES — SHARED SERVICES GROUP P.O. BOX 3707, M/C 46-88 SEATTLE, WASHINGTON 98124-2207 F-1 (NO CHANGE) TYPE II B, FULLY SPRINKLERED (NO CHANGE) CURRENT: 9,690 SF MAIN FLOOR 1,835 SF OCCUPIABLE BASEMENT 11,525 SF PROPOSED: 8,990 SF MAIN FLOOR 1,835 SF OCCUPIABLE BASEMENT 10,825 SF + 800 SF CANOPY < 15,500 BASE ALLOWABLE PER IBC TBL 503 CURRENT: 36' HIGH ROOF 14' LOW ROOF PROPOSED: 36' HIGH ROOF 14' LOW ROOF 16' CANOPY ROOF (NO INCREASE) ATTENTION: JOHN MURDOCH PERMIT ADMINISTRATOR (253) 740-0214 p ....‘ 0 j j.--== C COD l 'S 1. 2015 INTERNATIONAL BUILDING CODE (IBC) 2. 2015 WASHINGTON STATE ENERGY CODE, COMMERCIAL PROVISIONS. ENERGY CODE: REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 05.23.17 ZK7 LIGHTING: REMOVAL AND REPLACEMENT IS LESS THAN 50% OF TOTAL EXISTING FIXTURES. PER C503.6, THE EXISTING WATTAGE WILL BE MAINTAINED OR REDUCED. HVAC: ONE EXISTING AHU WILL BE REMOVED TO FACILITATE WIND TUNNEL EXTRACTION, REDUCING THE AVAILABLE HEATING AND COOLING CAPACITY TO ONE ROOM OF THE BUILDING. HOWEVER, OWNER REQUIREMENTS CAN ACCOMMODATE THE CHANGES IN DESIGN TEMPERATURES AND THE SPACE REMAINS WITH GREATER THAN 8 BTU/FT2 CAPACITY. THEREFORE, THERE IS NO CHANGE FROM A FULLY CONDITIONED SPACE AND NO UPGRADE OR REPLACEMENT OF THE HVAC SYSTEM IS PROPOSED. ENVELOPE: OPENINGS IN EXISTING WALLS ARE BEING CUT TO FACILITATE WIND TUNNEL REMOVAL. THESE OPENINGS WILL BE IN—FILLED WITH AN OPAQUE WALL SYSTEM WITH LOWER THERMAL CONDUCTANCE THAN THE EXISTING CONCRETE WALLS. THEREFORE NO UPDATES TO THE BUILDING ENVELOPE ARE PROPOSED r r 1SER IRATE PERMIT IT REQUIRED FOR: u if.ochanical lLr�,r�1.w�i ff Plumbing ( Gas Piping City of Tukwila BUI DIN ' DIViS ION ON APM: 000160-0020 A TRACT OF LAND BETWEEN THE DUWAMISH WATERWAY AS ESTABLISHED BY COMMERCIAL WATERWAY DISTRICT #1 OF KING COUNTY, WASHINGTON AND EAST MARGINAL WAY IN SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M. AND IN THE JOHN BUCKLEY DONATION CLAIM No. 42; SAID TRACT ALSO BEING THE SOUTHERLY PORTION OF A LARGER TRACT COMMONLY CALLED THE BOEING COMPANY'S PLANT NUMBER TWO SITE, DESCRIBED AS FOLLOWS: BEGINNING AT THE SECTION CORNER COMMON TO SECTIONS 28, 29, 32 AND 33; THENCE SOUTH 88°08'07" EAST ALONG THE NORTH LINE OF SAID SECTION 33, A DISTANCE OF 982.000 FEET TO AN INTERSECTION WITH THE SOUTHWESTERLY MARGIN OF EAST MARGINAL WAY; THENCE SOUTH 4T51'53" EAST ALONG SOUTHWESTERLY MARGIN 684.62 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE SOUTH 42°25'24" WEST 1215.02 FEET MORE OR LESS TO A POINT ON THE NORTHEASTERLY MARGIN OF SAID DUWAMISH WATERWAY, SAID POINT BEING ON A CURVE FROM WHENCE THE CENTER BEARS SOUTH 42°16'23" WEST 1969.12 FEET; THENCE SOUTH- EASTERLY ALONG SAID CURVE, A DISTANCE OF 397.99 FEET TO THE POINT OF INTERSECTION WITH A LINE LYING 825.00 FEET SOUTH, AS MEASURED AT RIGHT ANGLES, OF THE NORTH LINE OF THE JOHN BUCKLEY DONATION LAND CLAIM No. 42. THENCE SOUTH 89°09'36" EAST ALONG SAID LINE, PARALLEL WITH THE NORTH LINE OF SAID DONATION LAND CLAIM No. 42, A DISTANCE OF 1387.45 FEET TO THE WESTERLY MARGIN OF EAST MARGINAL WAY; THENCE NORTH 22°32'15" WEST 160.30 FEET, FOLLOWING SAID WESTERLY MARGIN TO THE POINT OF CURVATURE OF A CURVE HAVING A RADIUS 2828.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE, A DISTANCE OF 1250.10 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE NORTH 47°51'53" WEST 76,82 FEET TO THE TRUE POINT OF BEGINNING: THIS TRACT CONTAINING AN AREA OF 2,897,955 SQUARE FEET, MORE OR LESS. FILE COPY Permit No. 1)0'0\141/- Plan revAew a', rew.i is subject to errors and emissions. Approval cons `r'EJiGioc 51e3IPdocs auur;:3 the violation of any adopted code or ordinance. R`Gco pt of approved Hold Copy and conditions is acknowl3rOod: By: 7///1411.4) Data: " l -7 City of Tukwila BUILDING DIVISION OIC:i2 O1T, RECEIVED CITY OF TUKWILA MAY 2 4 2017 PERMIT CENTER rNo changes shREVISIONS all h� made to the ;cope of work withoi.;i prior approval of Tukwila Building Div;sion. NOTE: Revisicna win require a n::w plen submittal and may inc:ude add?tionai Wan revew fees b(17.ovi2, SSUF4J I PE MAY 23, 201 clAr- SFr C. CIVIL o STRUCTURAL n SURVEYING 41315 CENTER STREET I TACOMA, WA. 98409 PHONE: IZ53) ! ttpl! nw445 tts-hil iago FO Project No.: 165( CQD.ECOMPLIANCE. 9 Pr `'' `'AQVED BKL Proj. Engineer: ME B PrJPNrct ig: 2017 BJJ ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN B. Johnson CHECKED B. Leslie DATE 05.15.15 05.15.15 SUBTITLE COVER SHEET APPROVED BY DEPT. DATE ENGINEER M. Bock CHECKED B. Leslie APPROVED 05.15.15 05.15.15 APPROVED TITLE GENERAL BOEING SUPERSONIC WIND TUNNEL REMOVAL P_AN 2 PLANT 2, WA CURRENT REVISION W3281256 SYMBOL SHEET c.510 -BI�IOW of Tukwila ILD1NCOBION JOB NO. DWG N0. COMP NO. W3281256 2 -83 -GO '::.. RECEIVED CITY OF TUKWILA MAY 2 4 20f1 PERMIT CENTER ISSUED FOR PERMIT JULY 30, 2015 p IL( a SITTS & HILL ENGINEERS, INC. CIVIL u STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474-9 http://ww Project No.: 16 Proj. Engineer: SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE -- BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 07.30.15 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. Johnson DATE SUBTITLE 05.15.15 CHECKED B. Leslie ENGINEER M. Bock CHECKED B. Leslie APPROVED 05.15.15 05.15.15 05.15.15 SHEET INDEX CURRENT REVISION W3281256 SYMBOL TACOMA, WA. 98409 .sifts -F. CODE ! S R COMPLIANCE OJ PrbPrtR rVED BKI ONG LIST AN DP Mer2011 BJ, Cktanof - BUILDING Tukwila DMEKIN DRAWING NO. SHEET NO. DRAWING TITLE REV DATE 2-83—GO GO COVER SHEET -- 07.30.15 2-83—G1 G1 SHEET INDEX -- 07.30.15 2-83-1A13 1A13 PARTIAL FIRST FLOOR PLAN B 07.30.15 2-83—RFA163 RFA163 PARTIAL ROOF PLAN B 07.30.15 2-83—S2F S2F GENERAL STRUCTURAL NOTES -- 07.30.15 2-83-1 S63 1S63 PARTIAL FIRST FLOOR SLAB PLAN B 07.30.15 2-83—S163 S163 PARTIAL ROOF FRAMING PLAN B 07.30.15 2-83—S550R S550R ENLARGED FLOOR FRAMING PLAN — REMOVAL 07.30.15 2-83—S551R S551R ENLARGED ROOF FRAMING PLAN — REMOVAL -- 07.30.15 2-83—S550 S550 ENLARGED FLOOR FRAMING PLAN -- 07.30.15 2-83—S551 S551 ENLARGED ROOF FRAMING PLAN -- 07.30.15 2-83—S552 S552 SECTIONS -- 07.30.15 2-83—S553 S553 SECTIONS -- 07.30.15 2-83—S554 S554 SECTIONS -- 07.30.15 2-83—S555 S555 MISC SECTIONS AND DETAILS -- 07.30.15 2-83—S556 S556 MISC SECTIONS AND DETAILS -- 07.30.15 2-83—S560 S560 ENLARGED FLOOR FRAMING PLAN -- 07.30.15 2-83—S561 S561 ENLARGED ROOF FRAMING PLAN -- 07.30.15 2-83—S562 S562 SECTIONS -- 07.30.15 2-83—S563 S563 MISC SECTIONS AND DETAILS -- 07.30.15 2-83—S564 S564 MISC SECTIONS AND DETAILS -- 07.30.15 2-83—S565 S565 MISC SECTIONS AND DETAILS -- 07.30.15 2-83-1 M 13R 1 M 13R DUCTWORK PLAN B 07.30.15 2-83-1M63R 1M63R HVAC PIPING PLAN B 07.30.15 2-83-1M263R 1M263R FIRE PROTECTION AREA A 07.30.15 2-83-1M63 1M63 HVAC PIPING PLAN B 07.30.15 2-83-1M263 1M263 FIRE PROTECTION AREA A 07.30.15 2-83-1E13R 1E13R LIGHTING PLAN E 07.30.15 2-83-1E13 1E13 LIGHTING PLAN E 07.30.15 '::.. RECEIVED CITY OF TUKWILA MAY 2 4 20f1 PERMIT CENTER ISSUED FOR PERMIT JULY 30, 2015 p IL( a SITTS & HILL ENGINEERS, INC. CIVIL u STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474-9 http://ww Project No.: 16 Proj. Engineer: SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE -- BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 07.30.15 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. Johnson DATE SUBTITLE 05.15.15 CHECKED B. Leslie ENGINEER M. Bock CHECKED B. Leslie APPROVED 05.15.15 05.15.15 05.15.15 SHEET INDEX CURRENT REVISION W3281256 SYMBOL TACOMA, WA. 98409 .sifts -F. CODE ! S R COMPLIANCE 509 PrbPrtR rVED BKI 4E6 AN DP Mer2011 BJ, Cktanof - BUILDING Tukwila DMEKIN APPROVED TITLE BOEING SUPERSONIC WIND TUNNEL REMOVAL PLANT 2 GENERAL PLANT 2, WA. SHEET G1 JOB NO. W3281256 COMP NO. DWG NO. 2-83—G1 20'-4-1" B 20' —44" 20'-4�" D 23'-4" C� LEGES J SCHED.,LE: CE\HAL \OTES: CO\STS .,CTIO\ \OTES: EFH \C DAWI\GS 13-01'12 DEC:12 REVIEWED FOR CODE COMPLIANCE APPROVED �A�TIAL -LAN V SCALE: 1/8" =1'-0" EW 0 4 JUN 062017 City of Tukwila BUILiit'I.ON CITY OF TUKWILA MAY 2 'i 2017 PERMIT CENTER 8 16 24 MO SCALE: 1/8"=1' - 0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A B CAD CONVERSION DRAWING OF RECORD J982178 BOEING WIND TUNNEL REMOVAL W3281256 CADNW HGI/DED SITTS 05.28.98 01.08.01 MEB 07.30.15 4� ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN CHECKED DATE SUBTITLE PARTIAL FIRST FLOOR PLAN CURRENT REVISION W3281256 SYMBOL DATE 07.30.15 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 2-83 PLANT 2, WA. SHEET 1A13 JOB NO. W3281256 COMP NO. DWG NO. 2-83-1A13 F0A3092: 4/15/2011 8:35:46 AM 0 CLJSED OFF 24'X70" OPENING IN CONCRETE ROOF SLAB FOR DUCT. 400 LB. FAN AND PLATFORM LEGE\D GE \ HAL \OTES EFE�E\CE .AWI\GS C0\ SIRUCTIO\ OYES DATIAL SLA\ VIEW SCALE: 1/8" =1'-0" RECEIVED CITY OF TUKWILA MAY 2 4 21117 PERMIT CENTER 8' 0 4' 8' 16' SCALE: 1/8"=1'-0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE CAD CONVERSION A DRAWING OF RECORD J#982179 B BEOING SUPERSONIC WIND TUNNEL REMOVAL W3281256 CADDNW HGI/DED SITTS 05.27.98 MEB 01.08.01 07.29.15 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN N. HUTTO DATE 06.26.87 CHECKED R. GLADNEY APPROVED BY DEPT. DATE ENGINEER K. ZIMONYI 07.09.87 07.09.87 SUBTITLE PARTIAL ROOF PLAN CURRENT REVISION W3281256 SYMBOL 3 DATE 07.29.15 CHECKED J. PETRAM 07.10.87 APPROVED W.R.GENRING 07.13.87 APPROVED TITLE ARCHITECTURAL MASTER BUILDING 2-83 COL. A -I 1 / 1-1 /P -K PLANT 2 SHEET FA163 JOB NO. W3281256 COMP NO. DWG NO. 2-83-RFA163 GENERAL STRUCTURAL NOTES (GSN) CODES AND REFERENCES: 2012 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), WITH STATE OF WASHINGTON AND CITY OF TUKWILA AMENDMENTS AND SUPPLEMENTED WITH (ASCE 7)-10. ALL CODE REFERENCES HEREAFTER SHALL CORRESPOND TO THE FOLLOWING EDITIONS, U.N.O.: LOADS: RISK CATEGORY = II. ROOF: ROOF DESIGN SNOW LOAD = 25 PSF. FLOOR: TEST ROOM FLOOR LIVE LOAD = 150 PSF (REFERENCE). OTHER ELEMENTS: RESTRICTIONS ON ALLOWABLE CONSTRUCTION LOADING ARE SHOWN ON SHEET 2—YD—C720. LOAD RATING OF OTHER AREAS IS PER THE CONTRACTOR HANDRAILS AND GUARDRAILS SHALL BE DESIGNED TO RESIST 50 PLF OR 200 LB CONCENTRATED LOAD ANYWHERE ALONG THE TOP RAIL. WIND: WIND SPEED = 110 MPH, EXPOSURE C. WALL COMPONENTS AND CLADDING PRESSURE = +/— 25 PSF. ROOF NET UPLIFT COMPONENTS AND CLADDING PRESSURE = 15 PSF. SEISMIC: IMPORTANCE FACTOR IE = 1.0. LATITUDE = 47.529; LONGITUDE = —122.305. SS = 1.512, S1 = 0.576, SEISMIC SITE CLASS = D. SDS = 1.008, SD1 = 0.576, SEISMIC DESIGN CATEGORY = D. ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE. DEMOLITION: THE EXTENT AND LOCATION OF THE DEMOLITION WORK IS INDICATED ON THE DRAWINGS. THE WORK INCLUDES THE REQUIREMENTS FOR THE REMOVAL, WHOLLY OR IN PART, AND SATISFACTORY, LEGAL DISPOSAL OF ALL BUILDINGS, UTILITIES, FENCES, PAVEMENTS, CURBS, STRUCTURES, LIGHT FIXTURES, CONDUITS, WIRES AND OTHER OBSTRUCTIONS WHICH ARE DESIGNATED TO BE DEMOLISHED. THE DEMOLITION WORK SHOWN IS FOR GUIDANCE ONLY TO INDICATE TYPICAL GENERAL CONSTRUCTION FEATURES OF THE VARIOUS TYPES OF STRUCTURES, AND IS NOT TO BE CONSTRUED AS DEFINITIVE OR ADEQUATE TO SUPPLANT THE ACTUAL ON—SITE INSPECTION BY THE CONTRACTOR. DURING THE AUDIT PERFORMED BY THE CONTRACTOR, ALL UTILITIES OR MISCELLANEOUS STRUCTURES THAT WILL INTERFERE WITH THE DEMOLITION SHALL BE IDENTIFIED AND BROUGHT TO THE ATTENTION OF THE BOEING CONSTRUCTION MANAGER. STEEL OR WOODEN STRUCTURES, UTILITIES, OR EQUIPMENT TO BE SALVAGED FOR THE OWNER SHALL BE CAREFULLY DISMANTLED WITHOUT UNNECESSARY DAMAGE. STEEL OR WOODEN MEMBERS SHALL BE MATCH—MARKED AS REQUIRED OR INDICATED ON THE PLANS. DISPOSE OF AS MUCH BUILDING DEMOLITION DEBRIS AT LOCAL RECYCLING VENDORS AS POSSIBLE. CONTRACTOR TO SUBMIT DEMOLITION PLAN, INCLUDING RECYCLING PLAN, TO THE OWNER FOR APPROVAL PRIOR TO COMMENCEMENT OF THE WORK. PER THE PLANS, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL A DEMOLITION SHORING PLAN FOR PROTECTION OF THE EXISTING SUPERSONIC WIND TUNNEL AND RELATED EQUIPMENT. PLAN SHALL INCLUDE ANY SCAFFOLDING, PLATFORMS, OR OTHER MISCELLANEOUS ITEMS. STRUCTURAL CALCULATIONS FOR THE SHORING, SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF WASHINGTON, SHALL BE SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT. FOUNDATIONS: EXISTING BUILDING COMPONENTS ARE SUPPORTED ON PILE FOUNDATIONS. LOADS TO EXISTING PILE FOUNDATIONS ARE NOT MATERIALLY CHANGED BY THE PROPOSED MODIFICATIONS. CONCRETE: EXISTING CONCRETE HAS A MINIMUM 28—DAY STRENGTH OF 3,000 PSI (REFERENCE). MINIMUM 28—DAY STRENGTH OF ALL NEW CONCRETE SHALL BE 4,000 PSI ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED. MAXIMUM SLUMP IS 4 1/2" FOR CONCRETE WITHOUT PLASTICIZER. IF PLASTICIZER IS USED, A HIGHER FINAL SLUMP MAY BE ALLOWED UPON STRUCTURAL ENGINEER'S APPROVAL. MAXIMUM WATER/CEMENT RATIO (W/C) SHALL BE 0.45. USE 3/4" MINUS COARSE AGGREGATE. PROVIDE AIR ENTRAINMENT (5% + 1%) IN CONCRETE EXPOSED TO FREEZE—THAW ACTION. FLY ASH, IF USED, SHALL BE LIMITED TO 18% OF CEMENTITIOUS MATERIALS AND SHALL HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASH ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE. REINFORCING STEEL FOR CONCRETE: EXISTING CONCRETE REINFORCING IS ASTM A15, INTERMEDIATE GRADE, HAVING MINIMUM FY = 40 KSI (REFERENCE). NEW REINFORCING SHALL BE ASTM A615, GRADE 60 (FY = 60 KSI), DEFORMED BARS FOR ALL BARS. ALL GRADE 60 REINFORCING TO BE WELDED SHALL BE ASTM A706. NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER. ACI 318 SHALL APPLY. CLEAR CONCRETE COVERAGES AS FOLLOWS: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . . 3" EXPOSED TO EARTH OR WEATHER: #6 OR LARGER 2" #5 AND SMALLER 1 1/2" COLUMNS (TO TIES) . . 1 1/2" BEAMS (TO STIRRUPS) 1 1/2" FLAT SLAB 3/4" ALL OTHER PER ACI 318. ADHESIVE FOR THREADED ROD OR DOWELS (EPDXY): ALL ADHESIVE DOWELS SHALL HAVE CURRENT ICC APPROVAL FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE, SUCH AS HILTI HIT—RE 500—SD (ICC ESR -2322) AND SIMPSON SET—XP (ICC ESR -2508) OR APPROVED EQUIVALENT. EXPANSION JOINT FILLER: BITUMINOUS TYPE CONFORMING TO ASTM D1751. SEALANT: SEALANT (CAULK) SHALL BE SIKAFLEX 1A OR APPROVED EQUIVALENT. DRYPACK: DRYPACK SHALL BE 5,000 PSI NON—SHRINK GROUT, FIVE STAR OR EQUIVALENT. INSTALL DRYPACK UNDER BEARING PLATES BEFORE FRAMING MEMBER IS INSTALLED. AT COLUMNS, INSTALL DRYPACK UNDER BASE PLATES AFTER COLUMN HAS BEEN PLUMBED BUT PRIOR TO FLOOR OR ROOF INSTALLATION. MINERAL AGGREGATE GROUT MAY BE SUBSTITUTED FOR DRYPACK AT THE CONTRACTOR'S OPTION. MINERAL AGGREGATE GROUT: MINERAL AGGREGATE GROUT SHALL BE MASTERFLOW 555 AS MANUFACTURED BY BASF CHEMICAL COMPANY OR PRE—APPROVED EQUIVALENT. APPLICATION SHALL BE PERFORMED PER THE MANUFACTURERS RECOMMENDATIONS. STRUCTURAL STEEL: ALL CONSTRUCTION SHALL BE PER AISC—SCM. ALL STRUCTURAL STEEL SHALL BE AS FOLLOWS: WIDE FLANGE STEEL. A.S.T.M. A992, GRADE 50 FY = 50 KSI H—PILE STEEL. •A.S.T.M. A572 FY = 50 KSI HOLLOW SQUARE OR RECTANGULAR STEEL- • •A.S.T.M. A500, GRADE B FY = 46 KSI OR A.S.T.M. FY = 50 KSI HOLLOW ROUND STEEL A.S.T.M. A500, GRADE B FY = 42 KSI PIPE STEEL A.S.T.M. A53, TYPE E OR S, GRADE B • • • FY = 35 KSI ALL OTHER STRUCTURAL STEEL SHAPES • • • • A.S.T.M. A36 FY = 36 KSI BOLTS: ALL BOLTS, THREADED ROD, ETC., SHALL BE INSTALLED WITH STEEL WASHERS AT SLOTTED HOLES IN STEEL SECTIONS, U.N.O. ALL BOLTS USED WITH LIGHT GAGE STEEL SHALL CONFORM TO ASTM A307, GRADE A, U.N.O. ALL BOLTS USED WITH STRUCTURAL STEEL SHALL CONFORM TO ASTM A325 AND SHALL BE INSTALLED AS BEARING—TYPE CONNECTIONS WITH THREADS INCLUDED IN SHEAR PLANE (I.E. A TYPE "N" CONNECTION). ASTM A325 BOLTS SHALL BE INSTALLED SNUG—TIGHT, TYPICAL, U.N.O. THREADED ROD: ALL THREADED ROD SHALL CONFORM TO ASTM F1554, GRADE 36, U.N.O. WHERE INDICATED ON PLANS, USE GRADE 55 ROD. ALL GRADE 55 ANCHORS USED IN WELDED APPLICATIONS SHALL MEET THE REQUIREMENTS OF ASTM F1554, SUPPLEMENT Si. WELDING: WELDERS HOLDING VALID W.A.B.O. CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES SHALL PERFORM ALL WELDING. CERTIFICATES SHALL BE THOSE ISSUED BY AN ACCEPTED TESTING AGENCY. ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS, U.N.O. FOR GRADE 60 REINFORCING BARS, USE E90 SERIES. ALL WELDING SHALL BE PER LATEST AWS STANDARDS. THESE DRAWINGS DO NOT DISTINGUISH BETWEEN SHOP AND FIELD WELDS; THE CONTRACTOR MAY SHOP WELD OR FIELD WELD AT THEIR DISCRETION. SHOP WELDS AND FIELD WELDS SHALL BE SHOWN ON THE SHOP DRAWINGS SUBMITTED FOR REVIEW. ALL FULL/COMPLETE PENETRATION WELDS SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT TESTING LABORATORY. METAL ROOFING: METAL ROOFING SHALL BE HR -36 DECKING AS MANUFACTURED BY AEP SPAN AND SHALL BE 1 1/2" DEEP, 3'-0" WIDE, 24 GAGE PAINTED STEEL, WITH MINIMUM YIELD STRESS OF 80 KSI. DECK SHALL BE ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AS A DOUBLE SPAN AND SHALL BE ATTACHED WITH (5) #12 SCREWS AT ALL SUPPORT MEMBERS AND #12 SCREWS AT 12" O.C. AT SIDE LAPS. HORIZONTAL METAL SIDING: HORIZONTAL METAL SIDING SHALL BE REVERSE MINI V—BEAM AS MANUFACTURED BY AEP SPAN AND SHALL BE 1 3/8" DEEP, 32" WIDE, 24 GAGE PAINTED STEEL, WITH MINIMUM YIELD STRESS OF 80 KSI. DECK SHALL BE ATTACHED WITH (5) #12 SCREWS AT ALL STUDS. GUARDRAILS: GUARDRAIL POSTS AND RAILS SHALL BE WELDED CONSTRUCTION, SHOP FABRICATED FROM 1 1/2" DIA. SCHEDULE 40 ASTM A53 GRADE B, TYPE E, HOT DIPPED GALVANIZED STEEL PIPE. FIT POST TO TOP OF RAIL AND INTERMEDIATE RAIL TO POST. MITER OR BEND RAILS CONTINUOUSLY AT CORNERS, EXCEPT AT CORNERS WITH POSTS. GROOVE—WELD ALL JOINTS AND GRIND SMOOTH. SPLICES IN RAILS, AS REQUIRED, SHALL OCCUR WITHIN 1/6TH OF THE SPAN NEXT TO POSTS, U.N.O. FIELD WELDS SHALL BE POLISHED AND BUFFED, AND SHALL HAVE A PROTECTIVE COATING APPLIED IN ACCORDANCE WITH THESE GENERAL STRUCTURAL NOTES. VENT AND DRAIN HOLES SHALL BE PROVIDED AS INDICATED IN ASTM A385. COLD -FORMED STRUCTURAL STEEL FRAMING: STUDS AND JOISTS: ALL COLD—FORMED STEEL FRAMING SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH AISI. STEEL FOR 16 GAGE AND THICKER STUDS AND JOISTS, AND FOR ALL DIAGONAL TENSION STRAPS, SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI. STEEL FOR ALL 18 AND 20 GAGE STUDS AND JOISTS, AND FOR ALL GAGES OF TRACK, ACCESSORIES AND BRIDGING SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI. STEEL SHALL BE GALVANIZED AT LOCATIONS EXPOSED TO WEATHER AND WHEREVER NOTED. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK. BRIDGING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION WITH THE FOLLOWING MINIMUM REQUIREMENTS: NON—LOAD—BEARING WALLS UP TO 10'-0" HIGI-f NON—LOAD—BEARING WALLS GREATER THAN 10'-0" HIGH LOAD—BEARING WALLS BRIDGING AT MID—HEIGHT BRIDGING AT 5'-0" O.C. MAX. BRIDGING AT 4'—O" O.C. MAX. IN ADDITION, BRIDGING SHALL BE PROVIDED AT ROOF LINES AND ELSEWHERE AS NOTED ON THE DRAWINGS. SOLID BLOCKING SHALL BE INSTALLED IN LIEU OF BRIDGING WHERE NOTED ON THE DRAWINGS. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: USE TYPEDEPTH (IN) FLANGE (IN) GAGE FY (KSI) SECTION GROSS Sxx (IN3) 6" STUDS S 6 2 18 33 600S200-43 0.894 6" TRACKS T 6 2 18 33 600T200-43 0.809 STRUCTURAL C'S AND Z'S SHALL HAVE 3 1/4" FLANGES AND BE AS MANUFACTURED BY AEP SPAN. SIZE AND THICKNESS OF STEEL ARE PER PLAN. GENERAL: WELDERS EXPERIENCED IN LIGHT GAGE STRUCTURAL STEEL FRAMING WORK SHALL PERFORM ALL WELDING. DO NOT NOTCH FLANGES OF JOISTS OR STUDS. PROVIDE BLOCKING AT SUPPORTS OF ALL JOISTS. SPACE STUDS AT 16" O.C. TYPICAL U.N.O. ATTACHMENT PER TYPICAL DETAILS. WOOD: SAWN LUMBER: MISCELLANEOUS LUMBER SHALL COMPLY WITH THE 2011 EDITION OF THE WESTERN LUMBER GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL BE H.F. #2 UNLESS NOTED OTHERWISE. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON CONTRACTOR'S REVIEW. FIELD VERIFY ALL DIMENSIONS. MANUFACTURER OR FABRICATOR SHALL CLOUD ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DOCUMENTS. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, U.N.O. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT DOCUMENTS AT ANY TIME BEFORE OR AFTER SHOP DRAWING REVIEW. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER SHALL NOT BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ITEMS ARE CONSTRUCTED TO CONTRACT DOCUMENTS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. CONTRACTOR HAS THE RESPONSIBILITY OF THE CORRECTNESS OF ALL APPROVAL DRAWINGS. GENERAL: THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS OR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA, U.N.O. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL COORDINATE ALL DETAILS. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ENGINEER. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY, U.N.O. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND/OR SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. SPECIAL STRUCTURAL INSPECTION: SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE BUILDING SAFETY DEPARTMENT. "SPECIAL STRUCTURAL INSPECTION" SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE CITY INSPECTIONS REQUIRED BY IBC SECTION 110.3. SPECIAL INSPECTION IS REQUIRED PER SECTIONS 1704 AND 1705 FOR THE FOLLOWING: 1. CONCRETE: A) DURING THE TAKING OF TEST SPECIMENS. B) DURING THE PLACEMENT OF ALL REINFORCED CONCRETE, U.N.O. C) VERIFICATION OF CURING TEMPERATURE AND TECHNIQUE (PERIODIC). D) NO INSPECTION IS REQUIRED FOR SLABS ON GRADE. 2. BOLTS IN CONCRETE: A) DURING THE PLACING OF CONCRETE AROUND BOLTS. 3. REINFORCING STEEL (PERIODIC): A) DURING THE PLACING OF REINFORCING STEEL FOR ALL CONCRETE REQUIRED TO HAVE SPECIAL INSPECTION NOTED ABOVE. 4. EPDXY AND ADHESIVE ANCHORS: A) DURING THE PLACEMENT OF ALL ANCHORS. 5. WELDING: A) VISUAL INSPECTION OF ALL FIELD WELDS. B) NON—DESTRUCTIVE TESTING OF ALL COMPLETE PENETRATION WELDS. DEG: .2011 6. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: A) THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS__.,!,. TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. B) PER IBC SECTION 1704.2.4: THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, BOEING CONSTRUCTION MANAGER, AND TO THE ENGINEER OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. SUBMIT A FINAL REPORT AS REQUIRED. FOR ADDITIONAL INFORMATION ON SPECIAL STRUCTURAL INSPECTIONS, CONTACT STRUCTURAL ENGINEER PRIOR TO START OF CONSTRUCTION. THERMAL AND MOISTURE PROTECTION: GENERAL: THE CONTRACTOR IS RESPONSIBLE FOR THE OVERALL WEATHER TIGHTNESS OF THE BUILDING, ADDITIONS, AND MODIFICATIONS. CONTRACTOR SHALL SUPPLY ALL NECESSARY FLASHING, SEALANTS, ROOFING AND THE LIKE TO ENSURE WEATHER TIGHTNESS. ROOFING: ROOFING AND ROOF REPAIRS SHALL USE MODIFIED BITUMEN ROOFING. INSTALL PER MANUFACTURER'S REQUIREMENTS AS AN ADHERED SYSTEM, USING THE MANUFACTURER'S DETAILS AS SUPPLEMENTED BY THE DESIGN DOCUMENTS. COORDINATE WITH BOEING CONSTRUCTION MANAGER FOR REQUIRED WARRANTY ON INSTALLATION OF NEW ROOFING. ALL DETAILS FOR ROOFING AND ROOFING REPAIR SUBMITTED BY THE CONTRACTOR SHALL BE APPROVED BY BOEING FACILITIES SERVICES — ROOFING, FLOORING AND CONCRETE DIVISION. CONTRACTOR SHALL PROVIDE A MINIMUM OF 72—HOURS NOTICE TO THE BOEING CONSTRUCTION MANAGER PRIOR TO COMMENCEMENT OF ROOFING REPAIR OR APPLICATION SO THAT, AT THE OPTION OF BOEING FACILITIES, REPRESENTATIVES MAY BE PRESENT TO OBSERVE THE APPLICATION. FLASHING: FLASHING SHALL BE 24—GAGE ALUMINUM MINIMUM. PRE—BEND FLASHING TO REQUIRED SHAPES, AND INSTALL PER THE MANUFACTURER'S RECOMMENDATIONS FOR THE COMPONENT WIND LOAD SHOWN IN THE GENERAL STRUCTURAL NOTES. RIGID INSULATION: RIGID INSULATION SHALL BE RIGID POLYISOCYANURATE INSULATION BOARD. RIGID INSULATION SHALL BE DESIGNED BY THE MANUFACTURER AND ADHERED TO THE SUBSTRATE FOR THE COMPONENT WIND LOADS IDENTIFIED IN THE DESIGN DOCUMENTS. INSULATION BOARD SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25. CONTRACTOR IS TO PROVIDE THE MANUFACTURER'S FACTORY MUTUAL ROOFNAV NUMBER FOR THE COMPONENT INSTALLATION AND ATTACHMENT. RIGID INSULATION USED AS PART OF ANY ROOFING SYSTEM MUST HAVE ALL THE COMPONENTS OF THE SYSTEM SUPPLIED BY THE SAME MANUFACTURER OR APPROVED FOR USE BY THE MANUFACTURER. FINISHES: CONCRETE: NEW CONCRETE SHALL BE PRIMED WITH SHERWIN—WILLIAMS "LUXON" ACRYLIC PRIMER AND PAINTED WITH TWO COATS OF PRO INDUSTRIAL 0 VOC ACRYLIC. COLOR AND GLOSS ARE TO BE MATCHED TO SURROUNDING WALL SURFACE (TAN). SURFACE PREPARATION, APPLICATION, AND DRY FILM THICKNESS ARE PER THE MANUFACTURER'S RECOMMENDATIONS. INTERIOR DRYWALL: TAPE AND MUD ALL JOINTS. FINISH WITH ONE COAT SHERWIN—WILLIAMS PREPRITE 200 LATEX PRIMER FOLLOWED BY TWO COATS PROMAR 200 LATEX, SEMIGLOSS. COLOR TO BE SHERWIN—WILLIAMS "PURE WHITE" (SW1004), OR OTHER COLOR AND GLOSS AS APPROVED BY THE BOEING CONSTRUCTION MANAGER. FASTENERS: THREADED ROD LISTED AS TO BE GALVANIZED, ALL ASTM A307 BOLTS, AND ALL ASTM A325 BOLTS SHALL BE GALVANIZED BY THE HOT—DIP GALVANIZING PROCESS IN ACCORDANCE WITH ASTM A153 OR BY COATINGS OF ZINC MECHANICALLY DEPOSITED ON IRON AND STEEL IN ACCORDANCE WITH ASTM B695. AFTER HOT—DIP GALVANIZING, ALL NUTS SHALL BE OVER TAPPED BY 0.021" TO ALLOW INSTALLATION OF GALVANIZED BOLTS. BOLT HOLES SHALL BE CLEARED OF EXCESS ZINC TO ALLOW THE SPECIFIED BOLT CLEARANCES. FASTENERS TO ATTACH METAL DECK ROOFING OR SIDING SHALL BE WASHER HEAD SCREWS WITH A COATING TO MATCH THE TYPE AND COLOR OF THE DECK. SCREWS USED TO ATTACH LIGHT—GAGE MEMBERS ON THE EXTERIOR OF THE BUILDING SHALL BE GALVANIZED OR STAINLESS STEEL. CONCRETE SCREW ANCHORS SHALL BE GALVANIZED. CONCRETE SCREWS 1/ 4" OR LESS IN DIAMETER SHALL BE CERAMIC COATED OR STAINLESS STEEL. STRUCTURAL STEEL: ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE PRIMED AND PAINTED. SURFACE PREPARATION IS PER THE MANUFACTURER OF THE PRIMER USED. APPLY 1 COAT RUST—INHIBITIVE ACRYLIC PRIMER OR ALKYD UNIVERSAL PRIMER, FOLLOWED BY 2 COATS ACRYLIC ENAMEL. DRY FILM THICKNESS IS PER THE MANUFACTURER. COLOR TO BE COLOR MATCHED TO THE BUILDING WALLS (TAN), SEMI—GLOSS, OR OTHER COLOR AND GLOSS AS APPROVED BY THE BOEING CONSTRUCTION MANAGER. LIGHT—GAGE STEEL: LIGHT—GAGE STRUCTURAL SHAPES MAY BE FABRICATED FROM BARE STEEL. SHAPES SHALL BE FINISHED WITH ONE COAT SHERWIN—WILLIAMS KEM BOND HS PRIMER FOLLOWED BY TWO COATS INDUSTRIAL URETHANE ALKYD, SEMI—GLOSS. COLOR TO MATCH STRUCTURAL STEEL. FLASHING AND MISC. LIGHT GAGE METAL SHALL BE PRIMED AND PAINTED TO MATCH THE COLOR OF THE SURROUNDING WALLS. METAL DECK: METAL DECK ROOFING AND WALL PANELS SHALL BE PAINTED USING DURATECH 5000, 'TAHOE BLUE", OVER ZINCALUME SUBSTRATE, OR OTHER MANUF. STANDARD COLOR, AS APPROVED BY THE BOEING CONSTRUCTION MANAGER. GENERAL: CONTRACTOR MAY SUBMIT FOR APPROVAL ALTERNATE PRODUCTS THAN THOSE SPECIFICALLY LISTED ABOVE. FOR ALL PRODUCTS NOT SPECIFICALLY IDENTIFIED ABOVE OR ALTERNATE PRODUCTS, SUBMITTAL SHALL INCLUDE MSDS AND MANUFACTURERS' PRODUCT DESCRIPTIONS OF ALL MATERIALS. OBTAIN APPROVAL BEFORE PROCEEDING. SUBMIT SAMPLES OF ALL PAINTS AND FINISHES PROPOSED FOR USE ON THE PROJECT. THE CONTRACTOR SHALL COMPLY WITH ALL MANUFACTURERS' SPECIFICATIONS, DIRECTIONS, AND RECOMMENDATIONS FOR THE BEST RESULTS IN THE USE OF EACH OF THEIR PRODUCTS FOR EACH CONDITION. IF THE GENERAL NOTES OR PLAN DETAILS CONFLICT WITH THE MANUFACTURERS' RECOMMENDATIONS, CONSULT WITH THE ENGINEER. USE THE SAME MANUFACTURER'S PRODUCTS FOR ALL COATS OF EACH INDIVIDUAL FINISH UNLESS OTHERWISE APPROVED BY THE ENGINEER. MATERIALS NOT SPECIFICALLY NOTED BUT REQUIRED FOR THE WORK, SUCH AS THINNERS, SHALL BE THE PRODUCT OF THE SAME MANUFACTURER AS THE FINAL COATING SYSTEM. REVIEWED FOR COMPLIANCE PROVED USE TARPAULINS OR DROP CLOTHS WHEN WORKING ABOVE OR ADJACENT TO COMPLETED WORK. C PAINT SPLATTERS AND STAINS FROM FINISHED SURFACES. PROTECT ALL WORK AND ADJACENT 4 FROM DUST OR OTHER BY—PRODUCTS OF SURFACE PREPARATION. MAY 2 4 2x97 RECEIVED CITY OF TUKWILA 42017 0 (PERMIT CENTER ISSUED FOR PERMIT JULY 30, 2015 SITT JUN 0 6 2017 City of Tukwila DIVISION B ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I PHONE: (253) 474-9449 I http://www.sitts-hill-engineers.comf TACOMA, WA. 98409 FAX: (253) 474-9449 Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 07.30.15 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN B. Johnson DATE 06.01.15 APPROVED BY DEPT. DATE CHECKED B. Leslie ENGINEER M. Bock CHECKED B. Leslie APPROVED 06.01.15 06.01.15 06.01.15 SUBTITLE GENERAL STRUCTURAL NOTES CURRENT REVISION W3281256 SYMBOL DATE 07.30.15 APPROVED TITLE STRUCTURAL BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 PLANT 2, WA. SHEET S2F JOB NO. W3281256 COMP NO. DWG NO. 2-83-S2F TYP 6'-4" x 7'-4" RO IN CMU FOR 2-3'-0"x 7'-2" PERSONNEL DBL DOORS FOR LINTEL AT OPENINGS SEE STANDARD DETAILS DWG 2-82—S500 (TYPICAL) MATCH EXISTING DOOR OPENING (TYP) NEW 8" CMU (TYP) 1S62 S500 1S62 S500 SIM S500 LEJ \J GE\E PAL \OYES CO\STPUCTIO\ \OTES PEFEPE\CE DPAWI\GS 1S62 S500 S500 ..21141Pr AI iI/�m ArArArir Arr. M��AI/A' A.Ar SHORING AND DEMOLITION PRIOR TO BSWT REMOVAL BUILDING RECOVERY AFTER BSWT REMOVAL 1S63 S55OR A 1S63 S550 A 1S63 5560 IEWED FOR CODE COMPLIANCE APPROVED JUN 0 6 2017 ECEIVED F 1�IF�Icwila DIVISION PAPTIAL FI QST FLC O P SLAB SCALE: 1/8" = 1'-0" LA\ bo 0 PERMIT CENTER 4 8 16 24 NONNINIINCIt SCALE: 1/8"=1'-0" REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE CAD CONVERSION 283/BTWT PROJECT BOEING SUPERSONIC WIND TUNNEL REMOVAL J#982191-00 W3281256 CADDNW HGI/LJC SITTS MEB 5.29.98 8.31.01 07.30.15 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN A. WOO DATE 1.28.99 APPROVED BY DEPT. DATE CHECKED P. TSCHERNEGA ENGINEER D. McCLEARY 11.10.99 11.10.99 SUBTITLE PARTIAL FIRST FLOOR SLAB PLAN CURRENT REVISION W3281256 SYMBOL Q DATE 07.30.15 CHECKED P. RADHAKRISHNAN 11.10.99 APPROVED R. LONG 12.21.99 APPROVED L. COSTELLO 12.21.99 TITLE STRUCTURAL MASTER BUILDING 2-83 COL. A-11/1-1 PLANT 2 SHEET 1 S63 JOB NO. 982191-00 COMP NO. DWG NO. 2-83-1S63 N (13 THOMASL: 09/28/04 SC - EDU LE: GE\EWL 146'-11" 20'-4 1/2" 20'-4 1/2" 20'-4 1/2" 20'-4 1/2" CO\STR,}CTIO\ \OTES: HFPE\CE D AWI \GS: A . SIM RFS162 S500 A TYP RFS162 S500 (E) B9 (12"x20") 24"x70" OPENING IN CONCRETE ROOF SLAB FOR DUCT 400 LB. FAN AND PLATFORM ---� OPENING IN CONCRETE ROOF SLAB FOR DUCT FILL EXIST OPENING W/ CONC, SEE / D ( S503 ;� LATFORM FOR AIR HANDLING UNIT FILL EXIST OPENING W/ CONC, SEE RFS162 S503 RFA162 FA 160 RFA161 DEC.122O17, SCALE: 1/8 = SHORING AND DEMOLITION PRIOR TO BSWT REMOVAL BUILDING RECOVERY AFTER BSWT REMOVAL S163 S551R A S163 S551 A S163 S561 RECEIVED CITY OF TUKWILA MAY 2 NV PERMIT CENTER 3ATIAL GOOF RA REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 6 2017 City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474.9449 I FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ REVISION APPROVED REVISION APPROVED — CAD CONVERSION CADDNW 5.29.98 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED A 283/BTWT PROJECT J#982191 —00 HGI/LJC BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 8.31.01 APPROVED BY 07.30.15 DRAWN A. WOO CHECKED P. TSCHERNEGA ENGINEER D. McCLEARY CHECKED P. RADHAKRISHNAN APPROVED R. LONG DATE SUBTITLE 1.28.99 11.10.99 11.10.99 11.10.99 PARTIAL ROOF FRAMING PLAN CURRENT REVISION W3281256 SYMBOL DATE 07.30.15 BOEING SUPERSONIC WIND TUNNEL REMOVAL JOB NO. 12.21.99 W3281256 COMP NO. APPROVED L. COSTELLO 12.21.99 STRUCTURAL MASTER PLANT 2 DWG NO. 2-83—S163 N �r- 0 cV r 3i 25'-3" 12'-0" 12'-0" INTERIOR JIB CRANE TO BE REMOVED — COORDINATE WITH BOEING CONSTRUCTION MANAGER FOR DISPOSITION JIB C SCALE: N.T.S. SECTIO CUT PIPE AT TOP AND BOTTOM TO REMOVE r -P\ S550R WIND TUNNEL LEGE\D/SCHEDULE: GE\HAL \CTES: 1. SEE GENERAL STRUCTURAL NOTES ON SHEET S2F FOR ADDITIONAL INFORMATION. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO CONSTRUCTION. 3. CONTRACTOR TO ESTABLISH SHORING PLAN TO PROTECT WIND TUNNEL SECTIONS AND ANCILLARY EQUIPMENT, PIPING, ETC. NOT BEING DEMOLISHED. CONTRACTOR SHALL SUBMIT PLAN FOR APPROVAL PRIOR TO CONSTRUCTION. 4. PRIOR TO CONSTRUCTION AND DEMOLITION ALL AFFECTED AREAS NEED TO BE CLEANED OUT OF HAZARDOUS MATERIALS. CONTRACTOR TO SUBMIT HAZARDOUS MATERIALS REMEDIATION PLAN PER THE SPECIFICATIONS FOR APPROVAL PRIOR TO BEGINNING WORK. 5. CONTRACTOR SHALL CONDUCT A PRE—DEMOLITION WALK—THROUGH WITH THE BOEING CONSTRUCTION MANAGER IN ORDER TO IDENTIFY MISCELLANEOUS CONDUIT, PIPING, CONTROLS, ETC. THAT NEED TO BE REMOVED IN ORDER TO COMPLETE THE WORK BUT ARE NOT ON THE DRAWINGS. CO\STCTIO \ \OTES: CMU INFILL MAY BE DEMOLISHED IN ORDER TO INSTALL SHORING. DEMOLISH EXISTING ROOF BEAM AND EXISTING CMU WALL, LEAVING BOTTOM TWO COURSES (16" BOND BEAM) AND CONCRETE CURB. AFTER REINFORCING BEAM IS IN PLACE, DEMOLISH ROOF BEAM STARTING 24" DOWN FROM UNDERSIDE OF ROOF DECK, DEMOLISH EXISTING CMU WALL DOWN TO LEVEL OF TOP OF EXISTING FOUNDATION, AND GRIND DOWN CONCRETE CURB TO LEVEL OF TOP OF CONCRETE FOUNDATION. DEMOLISH CONCRETE WALL AND COLUMNS TO ELEVATION 6" ABOVE EXTERIOR GRADE. DEMOLISH CONCRETE ROOF BEAM IN THIS AREA PER NOTE 3, DEMOLISH CMU WALL DOWN TO ELEVATION THAT IS FLUSH TO UPPER FLOOR LEVEL. DEMOLISH EXISTING STEEL STAIR AND LANDING. SEAL DOOR TO PREVENT ACCESS. AFTER REINFORCING IS IN PLACE, DEMOLISH OPENING IN WALL THAT IS 14'—O" WIDE AND 12'-0"+/— ABOVE EXTERIOR GRADE. HEIGHT OF OPENINGS TO BE FROM BOTTOM OF REINFORCING BEAM TO OUTSIDE OF GRADE. FLOOR AND ROOF REINFORCING AND SHORING PER S550 AND S551 TO BE INSTALLED PRIOR TO DEMOLITION EXCEPT AS NOTED. EXISTING WALL TO REMAIN. OPENING TO BE FLUSH WITH SOUTH SIDE OF PIPE INSULATION. SHORE AND CUT OFF GUARDRAIL AS REQUIRED. CUT OFF BOLTS OF GUARDRAIL POST FLUSH TO GROUND. SALVAGE POST FOR RE—INSTALLATION. (NEW POST MAY BE FABRICATED TO MATCH EXISTING AT CONTRACTORS OPTION). E—W REFERENCE GRID FOR DEMOLITION AND NEW CONSTRUCTION AS IDENTIFIED ON S550. EFFE\ 'E D�AWI\GS HPD4103—S2 DEC. 1.2 I%, rio (1(2 RECEIVED CITY OF TUKWILA E\ LAGE3 ELOO HAV G PLA\ -V 25'-3" OVAL 12'-0" 12'—O" MAY 2 2017 PERMIT CENTER A SCALE: 1/4" = 1-0" 1A13, 1S63 S550R ISSUED FOR PERMIT JULY 30, 2015 REVIEWED FOR CODE COMPLIANCE APPROVED 2 4' 8, 12 vuo SCALE: 1/4"= City of Tukwila BUILDING DIVISI S HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http://www.sitts-hill-engIneers.comf Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE -- BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 07.30.15 (110 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN B. Johnson DATE 06.01.15 APPROVED BY DEPT. DATE CHECKED B. Leslie ENGINEER M. Bock CHECKED B. Leslie 06.01.15 06.01.15 06.01.15 SUBTITLE ENLARGED FLOOR FRAMING PLAN - REMOVAL CURRENT REVISION SYMBOL W3281256 DATE 07.30.15 APPROVED APPROVED TITLE STRUCTURAL BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 COL. K—P/2-5 PLANT 2, WA. SHEET S550R JOB NO. W3281256 COMP NO. DWG NO. 2-83—S550R Ey) 0 0 N ro 0 25'-3" 12'-0" 12'-0" 1,-0" MAX. \LARGE GOOF RAI/ I\G PLA\ SCALE: 1/4" = 1'-0" 3'-0° 25'-3" 3 V OVAL 12'-0" 12'-0" Li Lu WIND TUNNEL rA� 1563 S551R V 0 9) LEGE\D/SC-D,LE: GE\E�AL \OT IS: 1. SEE GENERAL STRUCTURAL NOTES ON SHEET S2F FOR ADDITIONAL INFORMATION. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO CONSTRUCTION. 3. CONTRACTOR TO ESTABLISH SHORING PLAN TO PROTECT WIND TUNNEL SECTIONS AND ANCILLARY EQUIPMENT, PIPING, ETC. NOT BEING DEMOLISHED. CONTRACTOR SHALL SUBMIT PLAN FOR APPROVAL PRIOR TO CONSTRUCTION. 4. PRIOR TO CONSTRUCTION AND DEMOLITION ALL AFFECTED AREAS NEED TO BE CLEANED OUT OF HAZARDOUS MATERIALS. CONTRACTOR TO SUBMIT HAZARDOUS MATERIALS REMEDIATION PLAN PER THE SPECIFICATIONS FOR APPROVAL PRIOR TO BEGINNING WORK. 5. ROOF REINFORCING PER SHEET S550 AND S551 SHALL BE PUT IN PLACE PRIOR TO DEMOLITION. AS REQUIRED, COORDINATE BUILDING ACCESS OPENINGS TO INSTALL REINFORCING WITH BOEING CONSTRUCTION MANAGER. 6. CONTRACTOR SHALL CONDUCT A PRE—DEMOLITION WALK—THROUGH WITH THE BOEING CONSTRUCTION MANAGER IN ORDER TO IDENTIFY MISCELLANEOUS CONDUIT, PIPING, CONTROLS, ETC. THAT NEED TO BE REMOVED IN ORDER TO COMPLETE THE WORK BUT ARE NOT ON THE DRAWINGS. CO\STUCTIO\ \OYES: DEMOLISH ROOF AND ROOF BEAMS. AFTER ROOF SHORING IS IN PLACE, DEMOLISH WALLS BELOW ROOF PER S550R. DEMOLISH ROOF BEAM. EXISTING ROOF DRAIN AND PIPING TO REMAIN. SHORING TO BE IN PLACE PRIOR TO DEMOLITION OF ROOF. SHORING TO BE IN PLACE PRIOR TO CUTTING DOWN OF ROOF BEAM (ROOF MAY BE DEMOLISHED PRIOR TO BEAM INSTALLATION). SHORING TO BE IN PLACE PRIOR TO CUTTING NEW OPENING IN WALL. REMOVE ROOFING AS REQUIRED TO ADD TAPERED INSULATION TO RE—SLOPE ROOF. COORDINATE WITH S561. E—W REFERENCE GRID FOR DEMOLITION AND NEW CONSTRUCTION AS IDENTIFIED ON S550. EFEH\ E D�AWI\CS mop -12.. ISSUED FOR PERMIT JULY 30, 2015 D ;12.201?, •4l 0.104W:4,, Vr1d•i �. RECEIVED CITY OF TUKWILA PAY 2 4 211 REVIEWED FOR CODE COMPLIANCE PERMIT CEN ER APPROVED JUN 0 6 2017 0 2 4 8 12 a BUILDING DIVISION XXIIKWEINEXPS 1141.110.1111111.01110.4... SCALE: 1 /4"= SITTS & HILL ENGINEERS, INC. CIVIL . STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE -- BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 07.30.15 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. Johnson CHECKED B. Leslie ENGINEER M. Bock DATE SUBTITLE 06.01.15 06.01.15 ENLARGED ROOF FRAMING PLAN - REMOVAL CURRENT REVISION SYMBOL W3281256 DATE 07.30.15 TITLE 06.01.15 CHECKED B. Leslie 06.01.15 APPROVED APPROVED STRUCTURAL BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 COL. K -P/2-5 SHEET S551R JOB NO. COMP NO. W3281256 2-83-S551R PLANT 2, WA. DWG NO. r V 1 t 25'-3" 12'-0" 12'-0" 14'-0" f HSS BRACE o 1"± 25'-3" HSS BRACE r1— \'i 2'-0" 12'-0" (2) =\LA3ED FL00FAVI\G DLA\ CD r U- w N WIND TUNNEL SCALE: 1/4" = 1'-0" 1 " 1 1S63 5550 0 0 N LEGE\D/SC GFS E "LE: HAL \OTES: 1. SEE GENERAL STRUCTURAL NOTES ON SHEET S2F FOR ADDITIONAL INFORMATION. L4x4x3/8 STEEL ANGLE. HSS8x8x3/8 STEEL BRACE. L5x5x3/8 STEEL COLUMN. L4x4x3/8 STEEL COLUMN. 6 > HSS8x4x3/8 STRONG BACK. HSS4x4x1/4 DIAGONAL STRUT. CO STRUCTIO \ \OTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO CONSTRUCTION. FOR REFERENCE, HPD4103—S2 AND S3 HAVE BEEN INCLUDED TO AID IN DETERMINATION OF DIMENSIONS. THESE REFERENCE DRAWINGS, HOWEVER, SHALL NOT BE USED TO SUBSTITUTE FOR FIELD VERIFICATION. MOUNT SALVAGED POST AT APPROXIMATE LOCATION SHOWN AND REATTACH (WELD) TO GUARDRAIL REMNANT. THE REFERENCE DIM FOR DEMO AND NEW CONSTRUCTION IS THE CENTERLINE OF THE WIND TUNNEL. DIMENSION IS TO BE FIELD ESTABLISHED AS EQUALLY — DISTANT FROM THE INSIDE FACES OF THE COLUMNS SHOWN. EFHE\CE D AWI\SS HPD4103—S2 bi--7 I RECEIVED CITY OF TUKWILA MAY 2 it 2017 PERMIT CENTER ISSUED FOR PERMIT JULY 30, 2015 Oil.1 2 2fl1II7 11111111111194914 441.4911111119919 IMWWW44 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 682017 12 SCALE: 1/4"= -0" City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 07.30.15 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN B. Johnson DATE SUBTITLE 06.01.15 CHECKED B. Leslie 06.01.15 ENLARGED FLOOR FRAMING PLAN CURRENT REVISION W3281256 SYMBOL DATE 07.30.15 APPROVED BY DEPT. DATE ENGINEER M. Bock CHECKED B. Leslie 06.01.15 06.01.15 APPROVED APPROVED TITLE STRUCTURAL BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 COL. K -P/2-5 PLANT 2, WA. SHEET S550 JOB NO. W3281256 COMP NO. DWG NO. 2-83-S550 O 0 N r ro 0 0 5 25'-3" 12'-0" 12'-0° C7 x U L C12x30 HSS8x8x3/8 STEEL BRACE E\LAGE, OOF RAV I \ G SLA\ HSS COL. WIND TUNNEL SCALE: 1/4" = 1'-0" REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 07.30.15 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN B. Johnson A 1S63 S551 DATE 06.01.15 r. 1 I CD LEGE\ D/SC GE\E AL EDULE: \OTES: 1. SEE GENERAL STRUCTURAL NOTES ON SHEET S2F FOR ADDITIONAL INFORMATION. CO\ST.JCTIC\ \OTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO CONSTRUCTION. E—W REFERENCE GRID FOR DEMOLITION AND NEW CONSTRUCTION AS IDENTIFIED ON S550. HFHE\CE D .AWI\GS HPD4103—S4 b17 opou-w RECEIVED . CITY OF TUKWILA MAY 2 2017 PERMIT CENTER ISSUED FOR PERMIT JULY 30, 2015 CHECKED B. Leslie APPROVED BY DEPT. DATE ENGINEER M. Bock CHECKED B. Leslie APPROVED 06.01.15 06.01.15 06.01.15 SUBTITLE ENLARGED ROOF FRAMING PLAN 0 EC:1:2. MR 2 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 062017 City of Tukwila BUILDING DIVISION 4 8 12 111$1111.1111111 ahlkahlaniiii SCALE: 1/4''=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ CURRENT REVISION W3281256 SYMBOL DATE 07.30.15 APPROVED TITLE STRUCTURAL BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 COL. K—P/2-5 SHEET S551 JOB NO. W3281256 COMP NO. PLANT 2, WA. DWG NO. 2-83—S551 ELEV. —5'-0" (REF) STI LL \ C r... EXISTING CONCRETE WALL EXISTING CONCRETE CURB AND MASONRY BOND BEAM TO REMAIN Av1BE� EXISTING CONCRETE FOUNDATION 12'-0" 12'-0" 25'-3" EXISTING CONCRETE WALL HSS8 STRONG BACK (CONT.) PER PLAN ELEV. +15'-2" (VERIFY) STEEL CHANNEL REINFORCING EXISTING CONCRETE WALL TO REMAIN STEEL ANGLE COLUMN s\,,,,STRUTS SHOWN C CUT FOR CLARITY S552 S555 'nil -0" 3'-0" 4(61C - S552 S556 0 0 STEEL CHANNEL REINFORCING ON OUTSIDE OF WALL STEEL ANGLE COLUMN 5/8" DIA. CONCRETE SCREW ANCHORS AT 2'-6" O.C. MAX. WITH 5" MIN. EMBED 00\/ A\D >IT SECTIO\ 0 cV iD HSS4 DIAGONAL STRUT EXISTING CONCRETE COLUMN S55555 ELEV. +2.3' (VERIFY) EXISTING i____ CONCRETE ROOF N / 5/8" DIA. CONCRETE SCREW ANCHORS OPPOSITE SIDE OF WALL WITH 5" MIN. EMBED N / / N 2'-0" 3" 1'-6" TYP. o N O STEEL ANGLE COLUMN S c N EXISTING CONCRETE SLAB BEYOND EXISTING CONCRETE FOUNDATION EXISTING CONCRETE SLAB . TUNNEL ELEV. +0.0' (REF) REVIEWED FOR CODE COMPL E APPROV DA SCALE: 3/8" = SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE -- BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 07.30.15 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN B. Johnson DATE SUBTITLE 06.01.15 CHECKED B. Leslie APPROVED BY DEPT. DATE ENGINEER M. Bock CHECKED B. Leslie APPROVED 06.01.15 06.01.15 06.01.15 b r7o (k'— RECEIVED CITY OF TUKWILA 14A'Y 24 20/ PERMIT CENTER ISSUED FOR PERMIT JULY 30, 2015 SECTIONS jaR56€SkU552 City of Tukwila BUIILDING QIVISION SCALE: 3/8"= -0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474-9449 I TACOMA, WA. 98409 I FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ CURRENT REVISION . W3281256 SYMBOL DATE 07.30.15 APPROVED TITLE STRUCTURAL BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 PLANT 2, WA. SHEET S552 JOB NO. W3281256 COMP NO. DWG NO. 2-83-S552 EXISTING PAVING-----_,), STI LLI \ C SCALE: 3/8" = AV zoo V ELEV. +15'-2" (VERIFY) LOW POINT IN ROOF 10,-0" EXISTING CONCRETE ROOF (BEYOND) r 4,) S553 S556 3'-7" 14'-0" (REF) 20'-10" TUNNEL 12'-10" 4'-2" 4" I 8" 1" DIA. GRADE 55 THREADED ROD THROUGH BOLTS AS SHOWN (6) AT 1'-10"=11'-0" 1'-4" REFERENCE GRID FOR DEMOLITION AND NEW CONSTRUCTION ESTABLISHED PER S550. 2'-1" STEEL CHANNEL REINFORCING (5) AT 1'-10"=9'-2" 3 S553 S555 EXISTING CONCRETE ROOF N 1/2" DIA. CONCRETE SCREWS AT 16" O.C. STAGGERED, TYPICAL NEW OPENING IN EXISTING MASONRY WALL S553 S55 f D� S553 S556 f E� S553 S556 OPP HAND S556 EXISTING CONCRETE WALL STEEL ANGLE COLUMN 5/8" DIA. CONCRETE SCREW ANCHORS WITH 5" MIN. EMBED INTO CONCRETE AND 1 3/4" EMBED INTO CMU SPACE ANCHORS AT 12" O.C. INTO CONCRETE WALL AND 24" O.C. INTO CMU WALL — STAGGERED HSS8 STRONG BACK (CONT.) PER PLAN STEE11 ANGL= COLUMN HSS4 DIAGONAL STRUT EXISTING CONCRETE SLAB EXISTING CONCRETE FOUNDATION MOPP HAND S553 S555 A\J SIT SECT S553 ELEV. —5.0' (REF) ELEV. +0.0' 014 RECEIVED CITY OF TUKWILA MAY 2 it 2017 PERMIT CENTER ISSUED FOR PERMIT JULY 30, 2015 • M REVIEWED FOR CODE COMPLIANCE APPROVED JUN 062017 S550, S551, 0 City of Tukwila BUILDING DIVISION (REF) S560 2 4 6 S553 8 JON �� I� SCALE: 3/8"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 07.30.15 07/30/ss ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN B. Johnson DATE SUBTITLE 06.01.15 APPROVED BY DEPT. DATE CHECKED B. Leslie ENGINEER M. Bock 06.01.15 SECTIONS CURRENT REVISION W3281256 SYMBOL DATE 07.30.15 CHECKED B. Leslie APPROVED 06.01.15 06.01.15 APPROVED TITLE STRUCTURAL BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 PLANT 2, WA. SHEET S553 JOB NO. W3281256 COMP NO. DWG NO. 2-83--S553 ELEV. +0.0' (REF) STILL\ J SCALE: 3/8" = SYM A v BES REVISION EXISTING CONCRETE ROOF EXISTING CONCRETE WALL TOP OF ANGLES LEVEL WITH FLOOR - EXISTING CONCRETE SLAB L 4'-2" 20'-10" 3'-7" 10'-0" 12'-6" EXISTING CONCRETE BEAM ELEV. +13'-9" (VERIFY) EXISTING CONCRETE WALL TO REMAIN HSS STEEL BRACE COLUMN HSS4 DIAGONAL STRUT EXISTING CONCRETE COLUMN TO REMAIN TOP OF FOUNDATION (BEYOND) EXISTING CONCRETE CURB AND MASONRY BOND BEAM TO REMAIN TUNNEL �--E—W REF. GRID FOR DEMO AND NEW CONSTRUCTION ESTABLISHED PER S550 TOP OF PIT WALL (BEYOND) EXISTING CONCRETE COLUMN TO REMAIN HSS4 DIAGONAL STRUT EXISTING CONCRETE FOUNDATION EXISTING PAVING ELEVATION = 0'-0" (REF) A\D >IT SECTIO BY APPROVED DATE SYM REVISION BY APPROVED DATE -- BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 07.30.15 EXISTING CONCRETE FOUNDATION S554 S555 HSS8 STRONG BACK (CONT) PER PLAN ELEV. —5'-0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED (REF) DEG .12 2011 DRAWN B. Johnson DATE SUBTITLE 06.01.15 APPROVED BY DEPT. DATE CHECKED B. Leslie ENGINEER M. Bock CHECKED B. Leslie 06.01.15 06.01.15 06.01.15 c� �I�2 RECEIVED CITY OF TUKWILA MAY 2 it 2097 PERMIT CENTER ISSUED FOR PERMIT JULY 30, 2015 SECTIONS (A1 RE\oI,E®5wS530 S554 CODE COMPLIANCE APPROVED JUN 062017 4 11E44 .1111 k'NEENNINgoot.... No 1,111177,7,7 „' 7; z .11111,7770,7„71111..11*1177,177:17C ,7f7;f1A SCALE: 3 8"=1 C-0 of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474-9449 http://www.sitts-hill-engineers.com! I TACOMA, WA. 98409 I FAX: (253) 474-9449 Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ CURRENT REVISION W3281256 SYMBOL DATE 07.30.15 APPROVED APPROVED TITLE STRUCTURAL BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 SHEET S554 JOB NO. W3281256 COMP NO. DWG Na PLANT 2, WA. 2-83—S554 C EXISTING CONCRETE ROOF HSS COLUMN WITH SKEWED ENDS SS ,, C L, v \C� \ AT ITE 3EA v v EXISTING CONCRETE ROOF BEAM (6) 5/8" DIAMETER CONCRETE SCREW ANCHORS AT 4" STAGGERED BETWEEN ANGLES WITH 4" MINIMUM EMBED L4x4x3/8x2'-0" EACH SIDE 5/16V <TYPICAL (3) SIDES \A\T S ECTI C \ SCALE: 1" = 1'-0" EXISTING CONCRETE WALL STEEL ANGLE COLUMN A- S554IS555 (4) 5/8" DIAMETER CONCRETE SCREW ANCHORS AT 4" 0.C. — (2) EACH SIDE OF COLUMN WITH 4" MINIMUM EMBED INTO WALL - C (4) 3/4" DIAMETER THREADED ROD AT 6" 0.C. — (2) EACH SIDE OF COLUMN — WITH DOUBLE NUTS AND 5" MINIMUM EPDXY EMBED SS COLUV\ AT 0\CRETE SLA3 SECTIO\ CONCRETE WALL HSS COLUMN MC12x45 x 2'-6" 1 1/2"+/— MINERAL AGGREGATE GROUT CONCRETE FLOOR SLAB TIGHT TO STEEL ANGLE COLUMN CONCRETE SCREW ATTACHMENT SS S-RO\GBAC4 AT SO T WALL DETAIL SCALE: 1" = 1'-0" EXISTING REMNANT OF CMU INFILL HSS STRONGBACK HSS STRUT FFE 3" TYP. STEEL ANGLE (4) 3/4" DIAMETER CONCRETE SCREWS WITH 5" EMBED EQUALLY SPACED SCALE: 1" = 1'-0" GRANULE SURFACED FLASHING STRIP SET IN MASTIC FASTENERS WITH NEOPRENE WASHERS AT APPROXIMATELY 12" 0.0. EXISTING ROOFING AND INSULATION PRIME AND PAINT EXPOSED CONCRETE CUT 3" MIN. NEW 3x4 CANT STRIP ATTACHED WITH COUNTERSUNK 3/8" DIAMETER CONCRETE SCREWS WITH 1 1/2" EMBED AT 3" O.C. (BUILD—UP CANT STRIP WITH ADDITIONAL 2x4s AS REQUIRED TO MATCH NEW INSULATION THICKNESS AS OCCURS) FLUS I\G AT 3" MIN. -W GOOF 2" MIN. AGE TRIM INTERPLY, AND GRANUAL SURFACED SHEETS AS REQUIRED BY THE MANUFACTURER. HEAVY EDGE FLASHING TO MATCH EXISTING PROFILE (MODIFY LENGTH OF DRIP EDGE AS REQUIRED) BASE FLASHING OR WRAPED BASE SHEET AS REQUIRED BY ROOFING MANUFACTURER. FASTENERS AT APPROXIMATELY 12" 0.C. CONTINUOUS CLEAT ETA w J 0 a_ CD w C) L 3 SCALE: 3" = 1'-0" S552, S553, S554IS555 EXISTING CONCRETE WALL (OR WALL CORNER) - TOP OF CONCRETE SLAB STIEL A\ GE COLA AT CO\CHIE SLA3 DETAIL 1/4 STEEL ANGEL COLUMN (B S554 S555 ' 1 S553 S555 ONE 3/4" DIAMETER ANCHOR BOLT WITH 5" EPDXY EMBED AND LEVELING NUT 3/4" STEEL BASE PLATE 6"x6" AT L5 5"x5" AT L4 1 1/2"± DRYPACK 4 SCALE: 1 1/2" = 1'-0" S552, S553 S555 HSS4 (4) SIDES TYPICAL 5/16 / <BOTH SIDES 3/4" STEEL KNIFE PLATE (3) SIDES> 1/4 V DIAGO\AL B CC\CRETE C DACES AT EXISTING CONCRETE COLUMN GL„ V \ SECTIO\ L4x4x3/8x0'-6" STEEL ANGLES CONCRETE WALL SCALE: 1" = 1'-0" SS STO\GBtiC EXISTING CONCRETE COLUMNS AND WALL HSS STRUT S552 S555 HSS8x4 L4x4x3/8x0'-6" AT 2'-0" 0.0. MAXIMUM SS ST;O\G3AC< AT CO \C ITE WALL SECTIO \ EXISTING CONCRETE WALL 5/8" DIAMETER CONCRETE SCREW WITH 4" MINIMUM EMBED SCALE: 1" = 1'-0" HSS BEARS FLUSH TO INSIDE OF COLUMN BEARS ON COLUMN - TOP LEG OF ANGLE TO HSS ELEVATION TO MATCH SOUTH WALL (4) 3/4" DIAMETER CONCRETE SCREW ANCHORS WITH 5" EMBED EQUALLY SPACED 5/16 5/16 4 AT \OATH WALL DETAIL 1/2" EXISTING CONCRETE WALL HSS STRONGBACK STEEL ANGLE SCALE: 1" = 1'-0" PEC.122117, b l7 -O IHZ RECEIVED CITY OF TUKWILA MAY 2 4 2097 PERMIT CENTER ISSUED FOR PERMIT JULY 30, 2015 0 3" 6" rbs- S552 5555 (2 S554J 5555 9„ SCALE: 3"=1'-0" REVIEWED FOR 111111111110 = = `l %1= �Im lr 11►!L�IMM, SCALE: 1 1/2" -0" JUN 0 6 2017 _i Mme, �, SCALE: 1"= V 14 BUILDING DIVISION SITTS * HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http:/lwww.sitts-hill-engineers.com/ Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 07.30.15 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. Johnson CHECKED B. Leslie ENGINEER M. Bock CHECKED B. Leslie DATE 06.01.15 06.01.15 SUBTITLE MISC SECTIONS AND DETAILS CURRENT REVISION W3281256 SYMBOL DATE 07.30.15 APPROVED 06.01.15 06.01.15 APPROVED TITLE STRUCTURAL BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 PLANT 2, WA. SHEET S555 JOB NO. W3281 256 COMP NO. DWG NO. 2-83-S555 3/8"x6"x6" STEEL PLATE WASHER 1" DIAMETER GROUT INJECTION HOLE CONCRETE ROOF BEAM REMNANT 3" DIAMETER CONCRETE CORE FILLED WITH MINERAL AGGREGATE GROUT AFTER BOLT TIGHTENING STEL C EXISTI\G A\ coy EL AT CRETE BEAV S STEEL CHANNEL 1/2" DIAMETER GROUT BLEED HOLE THREADED ROD WITH NUT EACH SIDE CONCRETE BEAM SHALL NOT BE CUT UNTIL BEAM AND COLUMN SHORING ARE IN PLACE C?li; \ SCALE: 1" = 1'-0" EXISTING CMU WALL REMNANT DRYPACK AT SCREW ANCHOR LOCATIONS NEW STEEL ANGLE COLUMN NEW CONCRETE SCREW ANCHORS PER ELEVATION STEEL ANGLE COLN CC\CET- COLL v\ AT SECTIO\ EXISTING CONCRETE COLUMN EXISTING CONCRETE WALL SCALE: 1' = 1'-0" (A S553IS556 I � 1 S553 S556 EXISTING CONCRETE ROOF STEEL CHANNEL PLACED AS CLOSE AS PRACTICABLE AT LOW POINT OF EXISTING ROOF SOFFIT CONCRETE SCREW ANCHORS NEW STEEL CHANNEL CONCRETE WALL BEYOND EW STEEL C A\\EL AT OSE\ I\ J NEW SAW—CUT OPENING AS CLOSE AS PRACTICABLE TO STEEL CHANNEL OPENING TO BE CUT AFTER STEEL CHANNEL INSTALLATION J -CTIu SCALE: 1" = 1'-0" (4) 3/4" DIAMETER CONCRETE SCREW ANCHORS WITH 5" MIN. EMBED EQUALLY SPACED 3" TYP. 5/16 STEEL ANGLE 0 S552S556 HSS STRUT (0) 0 EXISTING CONCRETE WALL SS STOUT AT WEST WALL SECTIO\ SCALE: 1" = 1'-0" 5554 S556 NEW STEEL ANGLE COLUMN (3) 3/4" DIAMETER THREADED RODS BOLTED THROUGH WALL WITH NUTS AND WASHERS BOTH ENDS CONCRETE SCREW ANCHORS \EW STEEL C A\\ STEEL ; \CLE COL EL AT V\ SECTIO\ EXISTING CONCRETE ROOF NEW STEEL CHANNEL CONCRETE WALL SCALE: 1" = EXISTING CONCRETE WALL THREADED ROD PER ELEVATION STEEL CHANNEL BEAM 1/2" ± STEEL C STEEL A\ A\\EL BEAv GLE CCL,v\ AT DETAIL 5/16 EXISTING CONCRETE BEAM 3/4"x6"x0'-6" STEEL CAP PLATE STEEL ANGLE COLUMN (c S552 SCALE: 1" = 1 ' -0" S553 5556 EXISTING CONCRETE WALL STEEL A\ CO\CHETI SLE COLUV WALL CO AT E� SECTIO EXISTING CMU WALL REMNANT NEW STEEL ANGLE COLUMN NEW CONCRETE SCREW ANCHORS PER ELEVATION D SCALE: 1' = 1'-O" (4) 3/4" DIAMETER CONCRETE SCREW ANCHORS WITH 5" MIN. EMBED EQUALLY SPACED STEEL ANGLE HSS ST 0 �T I� HSS STRUT 3" TYP. 0 5/16 AUT AT WEST WALL \/\-4N----- EXISTING CONCRETE WALL ETAI L S553IS556 HSS AND ANGLE BEAR ON CONCRETE COLUMN EXISTING CONCRETE COLUMN 2 SCALE: 1" = 1'-O" S554I5556 DFS.12 2017, olklxmam RECEIVED CITY OF TUKWILA MAY 2 4 201! PERMIT CENTER ISSUED FOR PERMIT JULY 30, 2015 )1 •':4=st•r� his REVIEWED FOR CODE COMPLIANCE APPROVED JUN 062017 City of Tukwila 5UILDING DIyISION 1.11111111, HMO 411.01,109114 SCALE: 1"= Powri SITTS & HILL ENGINEERS, INC. CIVIL a STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474-9449 http://www.sitts-hill-engineers.com/ TACOMA, WA. 98409 FAX: (253) 474-9449 Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 07.30.15 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN B. Johnson DATE SUBTITLE 06.01.15 APPROVED BY DEPT. DATE CHECKED B. Leslie ENGINEER M. Bock 06.01.15 MISC SECTIONS AND DETAILS CURRENT REVISION W3281256 SYMBOL DATE 07.30.15 CHECKED B. Leslie 06.01.15 06.01.15 APPROVED APPROVED TITLE STRUCTURAL BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 PLANT 2, WA. SHEET S556 JOB NO. W3281256 COMP NO. DWG NO. 2-83-S556 K7 O 7. 3 5 25'-3" 12'-0" 12'-0" 0 0 0 0 3 0 1'-0" TO FIRST POST, TYPICAL O e S560 S563 0 U • O E\LAGE3 FL00. RA SCALE: 1/4" = 1'-0" V I \G 9LA\ 0 EDGE OF FOUNDATION COLUMN 3 3 O O O 1S63 S560 0 cV 2 ID LEGE\D/SC CE\ J E E l:.LE: AS SHOWN ON PLAN INDICATES WALL TYPE. SEE WALL TYPE SCHEDULE ON SHEET S564 FOR ADDITIONAL INFORMATION. SAL OTE: 17 -a -o SEE GENERAL STRUCTURAL NOTES ON SHEET S2F FOR ADDITIONAL INFORMATION. HSS8x8x3/8 STEEL COLUMN. NEW GUARDRAIL CONSTRUCTED PER 2/S565. CD \ST.UCTIC\ \OT• C 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO CONSTRUCTION. EXTEND TOP AND MID—RAILS TO RESULT IN 1" MAXIMUM GAP TO WALL OR COLUMN. SAFETY GATE TO ALIGN WITH EXISTING LADDER IN PIT WALL. . EFE�E\ �E 3AWI\GS HPD4103—S2 RECEIVED CITY OF TUKWILA Wif 2 4 2097 PERMIT CENTER D 2X41?, •h,. •..v...Zir.:,:w ISSUED FOR PERMIT JULY 30, 2015 0 2 MI IF ItT b FOR CODE COMPLIANCE APPROVED JUN 062017 City of Tukwila BUILDING DIVISION SCALE: 1 /4"=1 ' —0" 12 SITTS & HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE -- BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 07.30.15 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN B. Johnson CHECKED B. Leslie - ENGINEER DATE M. Bock DATE 06.01.15 06.01.15 06.01.15 SUBTITLE ENLARGED FLOOR FRAMING PLAN CURRENT REVISION SYMBOL W3281256 DATE 07.30.15 CHECKED B. Leslie 06.01.15 APPROVED APPROVED TITLE STRUCTURAL BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 COL. K -P/2-5 SHEET S560 JOB NO. DWG N0. PLANT 2, WA. W3281256 2-83-S560 COMP NO. �I- 0 LANG 3 OOF- FSA 3 25'-3" 12'-0" 12'-0" 6" DIA. STANDARD PIPE COLUMN (BELOW) 25'-1" S561 S563 W14x22 S561 S563 10" C (12 GA) EAVE STRUT - 1 10" Z (12 GA) PURLINS AT 60" O.C. W14x22 3 6" DIA. STANDARD PIPE COLUMN (BELOW) 10" C (12 GA) EAVE STRUT METAL ROOFING PER G.S.N. 0 N S561 S563 W14x22 ca 0 N 6" DIA. STANDARD PIPE COLUMN (BELOW) 22'-9" L3x3x1/4 STEEL BRACE (BELOW) 3 HSS COLUMN (BELOW) VI NG LA\ WIND TUNNEL A SCALE: 1/4" = 1'-O" RFA163, 1S63 S561 o 0 cV 0 0 L CE\D/SCHE3 LE: GE\HAL \ OTES : 1. SEE GENERAL STRUCTURAL NOTES ON SHEET S2F FOR ADDITIONAL INFORMATION. NEW MODIFIED BITUMEN ROOFING OVER TAPERED INSULATION. 10" Z (12 GA) BLOCKING BETWEEN PURLINS, TYPICAL. USE #12 SCREWS AT 6" O.C. MINIMUM TOP AND BOTTOM, (2) SCREWS PER BLOCK MIN. CO\ST?UCTIO\ COTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO CONSTRUCTION. VERIFY COLUMN IS OVER WALL BELOW. N—S DIMENSION MAY BE VARIED BY UP TO 3" TO ALIGN COLUMN OVER WALL. ADD ADHERED TAPERED INSULATION TO PROVIDE POSITIVE DRAINAGE TO ROOF DRAIN. RE—ROOF AND SEAL TO EXISTING ROOFING PER MANUFACTURER'S RECOMMENDATIONS. NEW BEAM IS CENTERED OVER COLUMN AND WALL BELOW AT GRID 3. BEAM DIMENSION MAY BE VARIED BY UP TO 3" E—W TO ALIGN BEAM AND WALL. EFE CE .DAWI\GS . :2 241?, D (741i2= RECEIVED CITY OF TUKWILA MAY 2 4 2017 PERMIT CENTER ISSUED FOR PERMIT JULY 30, 2015 4 :N REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 6 2017 City of Tukwila BUILDING DIVISION 8 12 0340 8 303 SCALE: 1/4"=1'— 0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.comi Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 07.30.15 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN B. Johnson DATE 06.01.15 APPROVED BY DEPT. DATE CHECKED B. Leslie ENGINEER M. Bock CHECKED B. Leslie APPROVED 06.01.15 06.01.15 06.01.15 SUBTITLE ENLARGED ROOF FRAMING PLAN CURRENT REVISION W3281256 SYMBOL DATE 07.30.15 APPROVED TITLE STRUCTURAL BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 COL. K -P/2-5 PLANT 2, WA. SHEET S561 JOB NO. W3281256 COMP NO. DWG NO. 2-83-S561 12'-0" 12'-0" 25'-3" METAL PURLIN (..--- PER PLAN S562 S563 METAL ROOFING PER G.S.N. 12 OPP HAND S562 S563 STEEL PIPE COLUMN PER PLAN S562 S563 EXISTING CONCRETE WALL S562 S565 STEEL BEAM PER PLAN L3x3x1/4 STEEL BRACE STEEL COLUMN PER PLAN (BEYOND) STEEL BEAM PER PLAN S562 ELEV. +15'-2" (VERIFY) 8 EL 17.33' S563 EXISTING i ---- CONCRETE ROOF S562 S564 STEEL STUD WALL PER PLAN STEEL STUD WALL PER PLAN EXISTING CONCRETE WALL EXISTING CONCRETE SLAB BEYOND q. TUNNEL f EXISTING CONCRETE FOUNDATION STILLI\v C-AvBR 'OCV CA\CDY SECTIO\ EXISTING CONCRETE COLUMN EXISTING CONCRETE FOUNDATION EXISTING CONCRETE SLAB ELEV. +0.0' (REF) D:12J1Z SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE -- BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 07.30.15 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN B. Johnson DATE 06.01.15 APPROVED BY DEPT. DATE CHECKED B. Leslie ENGINEER M. Bock CHECKED B. Leslie APPROVED 06.01.15 06.01.15 06.01.15 SUBTITLE REVIEWED FOR CODE COMPLIA APPROVE S55Q,S(�t�02 61I S.52 RECEIVED CITY OF TUKWILA MAY 2 4 2017 PERMIT CENTER City of Tukwila ING DIVISION ISSUED FOR PERMIT JULY 30, 2015 SECTIONS SCALE: 3/8"= SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ CURRENT REVISION W3281256 SYMBOL DATE 07.30.15 APPROVED TITLE BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 STRUCTURAL PLANT 2, WA. SHEET S562 JOB NO. W3281256 COMP NO. DWG NO. 2-83-S562 HSS COLUMN 14"x14"x1" STEEL BASE PLATE - 1 1/2"+/— NON—SHRINK GROUT EXISTING CONCRETE PAD PAD REINFORCING S €.d 5/16/ (4) 3/4" DIAMETER ADHESIVE ANCHOR BOLTS EMBEDDED 12" S STEIL COL„IvN AT CO\CRETE EO TI \ G SECTIO \ A SCALE: 1" = 1'-0" RAKE FLASHING L2 1/2x2 1/2x1/4 RAKE ANGLE ( ROOF DECKROOF DECK EDGE SCREWS //////'' 0 0 0 J `CONTINUOUS ANGLE CLEAT PURLINS CA\ODY GOOF AT SCALE: N.T.S. SHEET METAL ROOF JACK WITH 4" MIN. FLANGE SET IN MASTIC - MODIFIED BITUMEN BASE FLASHING SET IN MASTIC, TYPICAL (2) PLYS .A 'KE D =TAIL Z PURLIN BLOCKING STEEL BEAM S5601s563 EXISTING ROOF FELT NAILED TO CANT STRIP a- z STEEL PIPE COLUMN r:LH- S561 5563 CLAMP STYLE PIPING BOOT 4" EXISTING RIGID INSULATION AND CONCRETE ROOF 3x6 CANT STRIP TAPERED TO THICKNESS OF EXISTING RIGID INSULATION — \EW STEEL AT EXISTI\G E COST \CRETE GOOF DETAIL (2) 5/8" DIAMETER CONCRETE SCREWS WITH 3 1/2" EMBED TYP. 3/4"x7"x 1 '-3" STEEL BASE PLATE OVER 1"± DRY PACK SCALE: 1" = 1'-0" (8 S562 S563 NOMINAL BEAM DEPTH "D" NUMBER OF 3/4" DIA ASTM A -325N BOLTS UPTO7" 2 00 8" — 11" 2 0 12" — 14" 3 15" — 17" 4 18" — 20" 5 21" — 23" 6 24" — 27" 7 28" — 32" 8 33" — 35" 9 36" 10 BOLT SCH DJLE DETAIL NOTES: A. THE TYPICAL STEEL BEAM TO STEEL COLUMN OR STEEL BEAM CONNECTION CONSISTS OF 3/8" SINGLE SHEAR PLATES WITH 3/4" DIA. ASTM A -325N BOLTS, USE 5/8" SHEAR PLATES WHERE "D" = 27" OR GREATER. B. ALL BOLTS SHALL BE INSTALLED USING SHORT SLOTTED HOLES IN EITHER BEAM WEB OR THE SHEAR PLATE PER LATEST AISC SPECIFICATIONS. SCALE: N.T.S. PURLIN (CHANNEL SIMILAR) SCREW ATTACHMENT PER PLAN BLOCKING PER PLAN - STEEL BEAM TY T T DICAL 9U SLI ATTAC vE \T S563 MINIMUM (4) 1/2" DIAMETER ASTM A307 BOLTS ON 3" GAGE MINIMUM / BOTH SIDES OF 1/4 /3" MIN.\ ANGLE OR CLIP L6x3 1/2x1/4x0'-6" STEEL ANGLE (12—GAGE CLIP FROM LIGHT—GAGE SUPPLIER ALTERNATE) �ETAIL SCALE: 1" = 1'-0" CLOSURE STRIP FLASHING EAVE STRUT STEEL BEAM 8" 2" METAL DECK ROOFING Z PURLIN BLOCKING 5 55621S563 1/8" BENT PLATE BASE ANGLE SKIP WELDED TO BEAM BOTH SIDES 1/4 1/4 1/2" STEEL CAP PLATE 1" WIDER THAN STEEL PIPE 3/8" STIFFENER \EW STE AT EXISTI N =L PI \G C DE DOST STEEL BEAM WITH TYPICAL BEAM TO BEAM CONNECTION 3/8" STIFFENER WITH 3/8"x5"x0'-5" CAP PLATE 1/4 BOTH SIDES STEEL PIPE COLUMN 3\CETE GOOF DETAIL SCALE: 1" = 1'-0" S562 S563 0 3EAV TO B 1 STEEL BEAM EA V DETAIL WELD (3) SIDES TYP. — USE SAME CONNECTION AT STIFFENER PLATES WHEN REQ. 3/8" STEEL SHEAR PLATE — USE 5/8" STEEL SHEAR PLATE WHERE "D" = 27" OR GREATER FOR SIZE, TYPE, AND NUMBER OF BOLTS, SEE TYPICAL BOLT SCHEDULE NOTE: A. AT ONE SIDED CONNECTIONS, INSTALL 3/8" STIFFENER PLATE OPPOSITE SHEAR PLATE B. EDGE CLEARANCES PER THE FOLLOWING, TYPICAL U.N.O.: 3/4" DIA. OR LESS -- 1 1/4" 7/8" DIA. OR LESS -- 1 1/2" 1" DIA. OR LESS --- 1 3/4" SCALE: N.T.S. SCREW ATTACHMENT PER PLAN BLOCKING PER PLAN METAL ROOFING PER GSN " MIN. 1" MAX. TYPICAL PURLIN CONNECTION TYPICAL BEAM TO BEAM CONNECTION STEEL BEAM CA\ODY COF AT LOW EAVE D SCALE: N.T.S. S563 CLOSURE STRIP EAVE STRUT 24—GAGE FLASHING — PLUMB DRIP EDGE 1/8" CONTINUOUS BENT PLATE BASE ANGLE WITH 1 1/2" MIN. LEGS, SKIP WELDED TO BEAM (6 55611S563 STEEL BEAM PER PLAN STEEL BEAM PER PLAN STEEL BEA v TO STEEL 3EA v (4) 3/4" DIAMETER BOLTS ON BEAM GAGE WITH BEVELED WASHERS AS REQUIRED SHIM BEAM AS REQUIRED DETAIL SCALE: 1' = 1'-0" CLOSURE STRIP EAVE STRUT r -- 1" MAX. 24—GAGE FLASHING — PLUMB FLASHING CLIP WITH DRIP EDGE CA\ODY GOOF AT HIGH EAVE SCALE: N.T.S. DETAIL S562 S563 METAL ROOFING SCREW ATTACHMENT PER PLAN BLOCKING PER PLAN TYPICAL PURLIN CONNECTION DEC.12 2Q17i 0 6" 1 55621S563 tr'REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 6 2017 City of Tukwila BUILDING DIVISION 2 3 PO figg RECEIVED • . SCALE: 1"=1' —0" CITY OF TUKWILA [,1AY 2 25i7 PERMIT CENTER ISSUED FOR PERMIT JULY 30, 2015 08510101075 SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http://www.sitts-hill-engineers.comi Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 07.30.15 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN B. Johnson CHECKED B. Leslie DATE 06.01.15 06.01.15 SUBTITLE MISC SECTIONS AND DETAILS CURRENT REVISION W3281256 SYMBOL DATE 07.30.15 APPROVED BY DEPT. DATE ENGINEER M. Bock CHECKED B. Leslie APPROVED 06.01.15 06.01.15 APPROVED TITLE STRUCTURAL BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 PLANT 2, WA. SHEET S563 JOB NO. W3281256 COMP NO. DWG NO. 2-83—S563 EXISTING ROOF STRUCTURE AND REINFORCING DRIP EDGE STEEL ST AT EXTE D WALL OPE 10 I\ -AD G EAST 3 1/2" MIN. WIDTH ADHESIVE SILL GASKET OR TWO BEADS OF CAULK FLASHING 1/4" DIAMETER CONCRETE SCREWS AT 16" O.C. MAXIMUM DEFLECTION TRACK OR DOUBLE TRACK PER STEEL STUD SUPPLIER WITH ATTACHMENT SIMILAR TO SILL PLATE STEEL STUD WALL DETAIL SCALE: 1" = 1'-0" WALL TY �E SC S562 S564 EXISTING CONCRETE WALL NEW STEEL ANGLE COLUMN STEEL AT EXT JAMB FLASHING CLOSURE STRIP 3" D WALL JA ODE\I\ :IO V G B EAST STEEL STUD WALL 1/4" DIAMETER CONCRETE SCREWS AT 16" O.C. MAXIMUM 3 1/2" MIN. WIDTH ADHESIVE SILL GASKET OR TWO BEADS OF CAULK DETAIL SCALE: 1" = 1'-0" MARK NUMBER LEGEND DESCRIPTION A HORIZONTAL METAL SIDING 5/8" FIBERGLASS REINFORCED GYPSUM BOARD 6005200-43 STEEL STUDS AT 16" O.C. R-19 BATT INSULATION 5/8" GWB, TYPE X `- ,—,- `- NOTES: 1. ALL DIMENSIONS TO FACE OF FRAMING OR CENTER OF OPENING U.N.O. 2. SEE 1/S564 FOR GENERIC STEEL STUD WALL CONSTRUCTION. EDJLE (3 S562IS564 SCALE: N.T.S. METAL SIDING CLOSURE FLASHING FLASHING WITH DRIP EDGE ST _X -L ISTI ST.,D \G FO STEEL STUD WALL 7,,,,,_______ ----- WALL AT \NATIO\ DETAIL 1/4" DIAMETER CONCRETE SCREWS AT 16" O.C. MAXIMUM SILL GASKET EXISTING FOUNDATION (EXISTING CMU WALL AS OCCURS) APPLY MORTAR TO TOP CELL OF CMU AS REQUIRED FOR UNIFORM BEARING SURFACE SCALE: 1" = 1'-0" (5 5562 S564 S560 S565 METAL SIDING JAMB FLASHING EXISTING FINISH PAVING BASE FLASHING WITH DRIP EDGE #4 HOOKED BARS AT 18" O.C. WITH 5" EPDXY EMBED INTO EXISTING CONCRETE WALL / SCALE: 1" = 1'-0" STE EXISTING CMU WALL REMNANT EXISTING CONCRETE WALL -STEEL STUD WALL 1/4" DIAMETER CONCRETE SCREWS AT 16" O.C. MAXIMUM SILL GASKET NEW CONCRETE STEM WALL TO MATCH EXISTING WALL THICKNESS (2) #4 BARS CONTINUOUS EXISTING CONCRETE WALL SPRAY FOAM INSULATION r____ NEW STEEL STUD WALL 3" ± CLOSURE STRIP JAMB FLASHING S562 S564 IL STJT WALL AT OPE\I\G EAST DETAIL M SCALE: 1" = 1 ' -0" S560 S564 #10 x 3/4" SCREWS AT 12" Q.C. AT DOUBLE STUDS — STAGGERED DOUBLE STUD AT JAMBS 7„. ----- AND WHERE NOTED PROVIDE 16 GAGE MIN. STUDS AT ALL PERPENDICULAR WALLS — ATTACH JOINT STUDS TOGETHER WITH #10 x 3/4" SCREWS AT 6" O.C. TYPICAL STEEL STUD WALL D STUD BLOCKING PER GSN #10 x 3/4" SCREWS TYPICAL UNPUNCHED STEEL TRACK ANCHORAGE PER DETAILS 'JAIL SCALE: N.T.S. SPRAY FOAM INSULATION NEW STEEL STUD WALL CLOSURE STRIP JAMB FLASHING 3" ± STEEL STUD WALL AT CPE\ I\G WEST SCALE: 1" = 1'-O" <. P.12 2017. l7O112 RECE WED CITY OF TUKWILA MAY 2 '; 2017 PERMIT CENTER ISSUED FOR PERMIT JULY 30, 2015 0 6" 1 S564 EXISTING CMU WALL REMNANT EXISTING CONCRETE COLUMN EXISTING CONCRETE WALL DETAILr41 S560 S564 REVIEWED FOR 'CODE COMPLIANCE APPROVED JUN 062017 City of Tukwila BUILDING DIVISION 2 3 Mall* XI Sit Winn ME MINININ— MiAg SCALE: 1"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I PHONE: (253) 474-9449 I http://www.sitts-hill-engineers.com/ TACOMA, WA. 98409 FAX: (253) 474-9449 Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 07.30.15 I o7/15 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN B. Johnson DATE 06.01.15 APPROVED BY DEPT. DATE CHECKED B. Leslie ENGINEER M. Bock CHECKED B. Leslie APPROVED 06.01.15 06.01.15 06.01.15 SUBTITLE MISC SECTIONS AND DETAILS CURRENT REVISION W3281256 SYMBOL DATE 07.30.15 APPROVED TITLE STRUCTURAL BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 PLANT 2, WA. SHEET S564 JOB NO. W3281256 COMP N0. DWG NO. 2-83-S564 6 1/2x6 1/2x3/8" STEEL PLATE STEEL BRACE - 3/8"x6"x0'-8" STEEL PLATE - STEEL BEAM 6" STEEL COLUMN ----� STEEL 3�ACE CO \\ 1/4 V ECTIO\ CNS, FS 5/16 (/ CNS, FS (2) 3/4" DIAMETER ASTM A -325N BOLTS _,ETAIL SCALE: 1' = 1'-0" STA G,A DAD .3AIL P GUARDRAIL POST SEAL— WELDED TO PIPE SLEEVE 6" LONG, 2" DIA. STANDARD STEEL PIPE SLEEVE GROUTED INTO 3" CORE DRILL IN CONCRETE WALL EXISTING CONCRETE WALL XTRIOR COST C0\\ECTIO\ DETAIL 556215565 SCALE: 3" = 1'-0" S565 TY TOP RAIL SPLICE WHERE REQUIRED — LOCATED AT 1/6 SPAN (6" MIN.) 1 1/4" DIA. SCHD 40 RAILS TYPICAL SEAL WELD AND GRIND SMOOTH MID RAILS 1 1/2" DIA SCHD 40 POST AT 6'-0" MAX SPACING ANCHORAGE PER 3 OR 5/S565 LU cU w r DICAL GUAPD PAIL 3 EXISTING CONCRETE CURB (FLOOR AT BUILDING INTERIOR) EXISTING GRADE (FLOOR SLAB AT BUILDING INTERIOR) 2 SCALE: 1" = 1'-0" 1S63, S560 S565 STA\ C 1 1/2" DIAMETER STANDARD PIPE POST - 3/8" THICK x 5" x 10" STEEL PLATE - (4) 1/2" DIAMETER CONCRETE ANCHORS WITH 3 1/4" EMBED MINIMUM -� 3AP1 I 3PAIL AP 4" 4" \T`RIOP DST CO\ ECTIO\ I ETAI L SCALE: 3" = 1 (3 S565 GUARDRAIL AT EXTERIOR PIT- CHAI f.�.11 t•Irjrtrl.ir`.lrll ..Iq.Dl.l.i.l..1•lii4•lrl•1• d•1•ttrll• SAFETY STO D SAFETY CHAIN AND SNAP LINKS TO ALIGN WITH TOP AND MIDDLE RAILS GUARDRAIL POST AT TRANSITION ALUMINUM WARNING SIGN AT DIRECTION OF BOEING SCALE: 1" = 1'-0" bt 14 DEC.12 2017, RECEIVED CITY OF TUKWILA MAY 2 PERMIT CENTER ISSUED FOR PERMIT JULY 30, 2015 (4 S560, S562 S565 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 6 2017 mC111111.111'"A, )111111111111111111„, SCALE: 3"= 0 6" 1 I, 9" 1 BUILDING DIVISION 2 3 00,0 8 SCALE: 1"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http://www.sitts-hill-englneers.com/ Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 07.30.15 0 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN B. Johnson DATE 06.01.15 CHECKED B. Leslie 06.01.15 SUBTITLE MISC SECTIONS AND DETAILS CURRENT REVISION W3281256 SYMBOL DATE 07.30.15 APPROVED BY DEPT. DATE ENGINEER M. Bock CHECKED B. Leslie 06.01.15 06.01.15 APPROVED APPROVED TITLE BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 STRUCTURAL PLANT 2, WA SHEET S565 JOB NO. W3281256 COMP NO. DWG NO. 2-83-S565 SYM REVISION 20'-43-" B 20'_4" 40" SQUARE STACK UP THRU 44" SQUARE CEILING TO ROOF MOUNTED 6, EXHAUST FANS & 7 .3 TYP) D 23'— BY 24X38 EXHAUST OPENINGS 28,800 CFM APPROVED DATE SYM 1800 CFM TYP COMPRESSO AIR INTAKE DATIAL DLA\ VIEW SCALE: 1/8" =1'-0" REVISION 19,200 CFM BY APPROVED DATE A B CAD CONVERSION 283/BTWT PROJECT SUPERSONIC WIND TUNNEL REMOVAL J#982191-00 W3281256 CADDNW HGI/WGT FSi 5.29.98 8.31.01 07.30.15 „ �F 1 20'-4- 20' —4;" 1 1600 CFM 900 CFM a) 800 O CF T 700 CFM / a) EXISTING 8"x9" OPENING UNDER STAIRS m8X8 22X10.5 DAMPER 5 CFM 60 8P-i?4 22X10.5 DAMPER 3 GE SAL \OTES QEF E\CE WI\ GS . EIVOVAL \OTES: REMOVE HVAC EQUIPMENT AND ASSOCIATED HATCHED DUCTWORK. REMOVE LOUVER AS INDICATED. SEE ARCHITECTURAL. LABEL EXISTING DUCTWORK AS ABANDONED IN PLACE. KEY PLAN BLDG 2-83 SCALE: NONE 8' 4' 0 4' 8' 16' SCALE: 1/8"=1'-0" 3200 CFM / / 1 0' ten» 07.30.15 31CNED ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE CHECKED SUBTITLE ISSUED FOR PERMIT DUCTWORK PLAN CURRENT REVISION W3281256 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 6 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 2 4 2017 PERMIT CENTER FSi consulting engineers Seattle, Washington Solutions & Service SYMBOL B DATE 07.30.15 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER BUILDING 2-83 COL. A—J 1 / 1.1-2 PLANT 2 SHEET 1M13R JOB NO. COMP NO. DWG NO. 2-83-1M13R FOR PIPING DETAIL SEE 1M63 1M500 4 11 CTWR / 6" CTWS 1M63 2 1M63 1M500 I / 41:'7-14/s, EQ, 13 V E\T LIST REF DESC IPTI N / //,. i AA 4 '.. P., ' 1 ... , ... . I. 1 Pop �:1 �' : I 0 P• / A •,Y,, -e, G r- BELL & GOSSETT SERIES 80 5x5x9-1/2 w/15 HP, 440V 3 PHASE MOTOR AND 700 GPM 60' TDH ® UNIT HEATER 350 CFM 1800 CFM. 200 LB/HR SEE 102-083-4034—M4 O CONDENSATE RETURN PUMP (IN BASEMENT) PACO TYPE GRD MOD. #412 MD30 WITH 2-3 HP, 440V, 3 PHASE MOTORS AND 2-22 1/2 GPM, 40 PSI PUMPS. SEE 102-083-4013—M4 ® VOLUME VENTILATORS (TWO TYPE)3200 CFM 2" S.O. WITH 13,000 BTU/HR(125 #/HR) HEATING COIL. SEE 102-083-4034—M4 7 CONVECTOR 26"HIGH X 64"X 8" SEE 102-083-4054—M5 I 6'c nim S �A�TIAL iLA\ VIEW SCALE: 1/8"=1'-0" MATCH LINE SEE DWG. 1M61 3 V CVAL T -S: REMOVE PIPING AND ASSOCIATED EQUIPMENT AS SHOWN (TYP.). PROVIDE CAP AS INDICATED. UNIT TO REMAIN, PROTECT FROM CONSTRUCTION ACTIVITIES. STM 4" 2" 2" PUMPED RETURN UP TO ROOF, 4" STEAM UP TO ROOF SEE 2.83—RFM63 FOR CONTINUATION L L. HUH VUH AHU UH —ISTMI- -IC —IPRI— ECCENTRIC REDUCER PIPE ANCHOR PIPE SUPPORT PIPE GUIDE HORIZONTAL UNIT HEATER VERTICAL UNIT HEATER AIR HANDLING UNIT UNIT HEATER STEAM CONDENSATE PUMPED CONDENSATE STEAM OR COND. HIDDEN FROM VIEW GE\HAL \OTES STEAMTRAP: STEAMGUARD 3/4 SG—B-02 STEAMTRAP: STEAMGUARD 3/4 SG—B-11 STEAMTRAP: STEAMGUARD 1 SG—B-02 6 > STEAMTRAP: STEAMGUARD 1/2 SG—B-03 2-83-1M311 2-83-1M512 2—YD—M93 2—YD—M3 2—YD—M4 2—YD—M4a 2—YD—M5 2—YD—M5a 2—YD—M6 2—YD—M7 YD;M7a 1-1 STEAMTRAP: STEAMGUARD 3/4 SG—B-06 T-FELE\CES CONTROL DIAGRAMS WATER TREATMENT DETAILS HVAC PIPING COMPRESSED AIR BLOCK DIAG. CHILLED WATER BLOCK FLOW DIAG. CHILLED WATER PIPING DIAG. STEAM BLOCK FLOW DIAG. STEAM & COND. PIPING DIAG. CONDENSATE BLOCK FLOW DIAG. COOLING TOWER WATER BLOCK FLOW DIAG. COOLING TOWER WATER PIPING DIAG. B ' 1M63 RFM5q1 2" 11 VENT TO ATMOSPHERE(EXIST.) 12x12 HUH 71 C 3" TO TANK 1M62 00 E 1M60 23 17 1M61 3 SEE DETAIL (3�/ 1M63 2M500 LAN BLDG 2-83 D 12 Mt 8 y R REU 10,1 BUV E EXIST'G 00#/HR KET TRAP ®viE5$. 0 Ili REUSE EXISTING WALL PENETRATIONS 4' VIEWED FOR E COMPLIANCE OVED JUN 062017 City of Tukwila Dt LyLDIN DIVISION , 24 SCALE: 1 /8"= SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A B CAD CONVERSION DRAWING OF RECORD SUPERSONIC WIND TUNNEL REMOVAL J# 982179 W3281256 CADDNW HGI/DED 05.29.98 01.08.01 FSi 07.30.15 07.30.15 SffiNED ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN SLOAN DATE 09.10.86 CHECKED R.GLADNEY 10.16.86 SUBTITLE ISSUED FOR PERMIT HVAC PIPING PLAN CURRENT REVISION W3281256 SYMBOL RECEIVED CITY OF TUKWILA MAY 2 4 2017 PERMIT CENTER FSi consulting engineers Seattle, Washington Solutions & Service 3 DATE 07.30.15 APPROVED BY DEPT. DATE ENGINEER W.BOLLIG 09.15.86 CHECKED APPROVED W.R.GEHRING APPROVED 09.15.86 TITLE MECHANICAL MASTER BUILDING 2-83 COL. A—J/1.1-2/P—K PLANT 2 SHEET 1M63R JOB NO. COMP NO. DWG NO. 2-83-1M63 SYM A REVISION RECORD DRAWING SUPERSONIC WIND TUNNEL REMOVAL J#982191-00 W3281256 BY HGI/SDF FSi APPROVED 20'-4;" 20'-4;" 20'-4;" to- 23' - 1) 20'-4;" no - 20' -4'" LEGE\ 3 --F CHECK VALVE -I--- OS & Y VALVE ALARM VALVE DRY PIPE VALVE FIRE DEPARTMENT CONNECTION GE \HAL \OTES EFHE \CE VAW I \ G S 102-083-4034 M1,M2,M3 V OVAL \OT 10 - REMOVE FIRE PROTECTION PIPING AND ASSOCIATED FITTINGS IN THIS AREA (TYP.). 0 1M260 1M261 DATE 8.31.01 07.30.15 SYM DISCHARGE ROOM SV -165A SV -1656 MAIN TUN EL ROOM ONE N KEY PLAN BLDG 2-83 N ►' 4' 0 4' 8' 16' SCALE: 1/8"=1'-0" DATIAL PLA\ VIEW SCALE: 1/8" =1'-0" REVISION BY APPROVED DATE 07.30.15 SIC= ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DATE CHECKED SUBTITLE ISSUED FOR PERMIT FIRE PROTECTION PLAN CURRENT REVISION W3281256 SYMBOL REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 6 2017 City of Tukwila BUILDING DIVISION ., I'•>; RECEIVED -, CITY OF TUKWILA KV 2.4 2017 CENTER FSi consulting engineers Seattle, Washington Solutions (Sc Service DATE A 07.30.15 ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER BUILDING 2-83 COL A—J1/1.1-2 PLANT 2 SHEET 1M263R JOB NO. COMP NO. DWG NO. 2-83-1 M263R FOR PIPING DETAIL SEE 1M63 1M500 20'-41" 20'-41" 20'-41" 20' — 20'-41" 11 MATCH LINE SEE DWG. 1M61 Ca\S-RJCTI TES: ROUTE 2" CONDENSATE PIPING DOWN COLUMN & RECONNECT TO EXISTING PIPING. 6" CTWR ( / 6" CTWS 4"—) 2" 2" PUMPED RETURN UP TO ROOF, 4" STEAM UP TO ROOF SEE 2.83—RFM63 FOR CONTINUATION VENT TO ATMOSPHERE(EXIST.) 3 1M63 RFM5y1 2" ---STM-- 'M63 C 3" TO TAN K 00#/HR 6 SEE DETAIL 4! 1 63 MN 0 N 2M500 LECE\D ECCENTRIC REDUCER X PIPE ANCHOR PIPE SUPPORT PIPE GUIDE HUH HORIZONTAL UNIT HEATER VUH VERTICAL UNIT HEATER AHU AIR HANDLING UNIT UH UNIT HEATER --ISTMI— STEAM —I c I— CONDENSATE —I PR I— PUMPED CONDENSATE STEAM OR COND. HIDDEN FROM VIEW GE\E�AL \OTES STEAMTRAP: STEAMGUARD 3/4 SG—B-02 STEAMTRAP: STEAMGUARD 3/4 SG—B-11 STEAMTRAP: STEAMGUARD 1 SG—B-02 6 > STEAMTRAP: STEAMGUARD 1/2 SG—B-03 2-83-1M311 2-83-1M512 2—YD—M93 2—YD—M3 2—YD—M4 2—YD—M4a 2—YD—M5 2—YD—M5a 2—YD—M6 2—YD—M7 —M7a —1 STEAMTRAP: STEAMGUARD 3/4 SG—B-06 EFE�E\CES CONTROL DIAGRAMS WATER TREATMENT DETAILS HVAC PIPING COMPRESSED AIR BLOCK DIAG. CHILLED WATER BLOCK FLOW DIAG. CHILLED WATER PIPING DIAG. STEAM BLOCK FLOW DIAG. STEAM & COND. PIPING DIAG. CONDENSATE BLOCK FLOW DIAG. COOLING TOWER WATER BLOCK FLOW DIAG. COOLING TOWER WATER PIPING DIAG. CO\S-RUCTIO\ OYES ©IC ©© 1M60 1M61 17 0 1M63 1M500 I7Z ------- C/ „Cliff? 41)41/s, / �c S '---` -----4111&"R `''� 8 "C7'yyS 8 TwR EQ,IPNE\T LIST REF N0. DESCRIPTION O NOT USED O AIR COMPR COOLING CIRC PUMP BELL & GOSSETT SERIES 80 5x5x9-1/2 w/15 HP, 440V 3 PHASE MOTOR AND 700 GPM @ 60' TDH ® UNIT HEATER 350 CFM 1800 CFM. 200 LB/HR SEE 102-083-4034—M4 O CONDENSATE RETURN PUMP (IN BASEMENT) PACO TYPE GRD MOD. #412 MD30 WITH 2-3 HP, 440V, 3 PHASE MOTORS AND 2-22 1/2 GPM, 40 PSI PUMPS. SEE 102-083-4013—M4 © VOLUME VENTILATORS (TWO TYPE)3200 CFM @ 2" S.O. WITH 13,000 BTU/HR(125 #/HR) HEATING COIL. SEE 102-083-4034—M4 7 CONVECTOR 26"HIGH X 64"X 8" SEE 102-083-4054—M5 SYM REVISION BY APPROVED DATE .ATIAL DLA\ VIEW SCALE: 1 /8"=1'-0" SYM REVISION SEE DETAIL 3 1M63 2M500 BY KEYONE PLAN BLDG 2-83 n 12 MMMT, t : , 258 two '_ REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 6 2017 City of Tukwila BUILDING DIVISION 16' SCALE: 1 /8"= 40' ten» APPROVED DATE CAD CONVERSION CADDNW 05.29.98 A DRAWING OF RECORD J# 982179 HGI/DED 01.08.01 B SUPERSONIC WIND TUNNEL REMOVAL W3281256 FSi 07.30.15 07.30.15 SIGNED ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN SLOAN CHECKED R.GLADNEY DATE 09.10.86 10.16.86 SUBTITLE ISSUED FOR PERMIT HVAC PIPING PLAN RECEIVED CITY OF TUKWILA MAY 2 4 2017 PERMIT CENTER FSI consulting engineers Seattle, Washington Solutions & Service CURRENT REVISION SYMBOL B DATE 07.30.15 APPROVED BY DEPT. DATE ENGINEER W.BOLLIG 09.15.86 CHECKED APPROVED W.R.GEHRING 09.15.86 APPROVED TITLE BUILDING 2-83 MECHANICAL MASTER COL. A—J/1.1-2/P—K PLANT 2 SHEET 1M63 JOB NO. COMP NO. DWG NO. 2-83-1M63 GENERAL NOTES: THE BOEING FIRE DEPARTMENT SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ALL VALVE CLOSURES, FLUSHING OF PIPES AND HYDROSTATIC TEST ON THE FIRE PROTECTION SYSTEM. THE MAXIMUM DURATION OF A SYSTEM CLOSURE IS EIGHT(8) HOURS, UNLESS SPECIAL PERMISSION IS GRANTED BY THE FIRE CHIEF. ALL EQUIPMENT MUST BE U.L. LISTED AND FM APPROVED, UNLESS OTHERWISE NOTED. CONNECT INTO EXISTING MAINS WHERE SHOWN AFTER APPROVED HYDROSTATIC TESTS (200 PSI FOR TWO HOURS) HAVE BEEN WITNESSED BY BOEING FIRE DEPARTMENT. ALL MATERIALS AND INSTALLATION SHALL CONFORM TO NFPA SECTION 13 FOR ORDINARY HAZARD OCCUPANCY, UNLESS OTHERWISE NOTED. USE PIPE SCHEDULE METHOD TO SIZE SYSTEM. THIS SHEET HAS THE EXISTING SPRINKLER MAINS, BRANCHES AND HEADS SUPERIMPOSED ON THE NEW FLOOR PLAN. ALL DROPS TO THE EXISTING LAY—IN CEILING (AS SHOWN ON THIS SHEET BETWEEN GRIDLINES 6-11 & E—G) WILL HAVE TO BE REMOVED AND RECONFIGURED FOR BOTH: A) NEW CEILING MATERIAL, AND B) NEW CEILING HEIGHTS. RE—USE OF EXISTING FIRE SPRINKLER DROPS (& QUANTITY) TO ENSURE FIRE SPRINKLER COVERAGE SHALL HAVE TO BE REVIEWED BY FIRE PROTECTION CONTRACTOR TO DETERMINE IF NEW DROPS ARE REQUIRED TO MAINTAIN COVERAGE. CONSTRUCTION NOTES: 1. DESIGN AND SPRINKLER SPACING TO BE PER NFPA #13 ORDINARY HAZARD PIPE SCHEDULE. 2. PLAN SUBMITTAL TO AND APPROVAL BY THE CITY OF TUKWILA. 3. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY FSI. 4. TESTING PER NFPA #13 AND THE CITY OF TUKWILA. \CE D AWI\GS 102-083-4034 M 1,M2,M3 SCOPE OF WORK: 1. ADD AND RELOCATE SPRINKLERS AS REQUIRED FOR NEW WALLS AND CEILINGS. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND/OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER DIMENSIONS AND MAINS, SHOWN THUSLY (1-6), WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET #13. 4. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. FITTER NOTES: 1. ALL NEW PIPE TO BE BLACK, DOMESTIC SCHEDULE 40 WITH BLACK, CAST IRON THREADED FITTINGS. 2. SPRINKLER HEADS IN ACT TYPE CEILINGS TO BE INSTALLED ON 1" X /2" X 48" FLEXHEADS. 3. SPRINKLERS HEADS IN GWB TYPE CEILINGS TO HAVE 1" X'/2' ADJUSTABLE DROP NIPPLES. 4. SPRINKLER HEADS ARE NOT REQUIRED TO BE LOCATED IN THE CENTER OF THE CEILING TILES. 5. ARMOVERS LONGER THAN 2'-0" SHALL HAVE A HANGER. 6. TYPICAL HANGER TO BE HILTI KWIK BOLT (UNLESS NOTED OTHERWISE). SPRINKLER PIPE LEGEND: = EXISTING SPRINKLER PIPE = NEW SPRINKLER PIPE SPRINKLER HEAD LEGEND: = EXISTING RECESSED PENDENT HEAD = ADD NEW RECESSED PENDENT HEAD R = RELOCATE EXISTING RECESSED PENDENT HEAD --F - CHECK VALVE -{- = OS & Y VALVE = ALARM VALVE = DRY PIPE VALVE = FIRE DEPARTMENT CONNECTION 1M260 1M262 1M261 DISCHARGE ROOM MAIN TUN EL ROOM STILLING CHAMBER PLATFORM �A�TIAL LA\ VI SCALE: 1/8" =1 '-0" REVIEWED FOR CODE COMPLIANCE APPROVED JUN 062017 City of Tukwila BUILDING DIVISION CI'T'Y OF TUKWILA FSi consulting engineers Seattle, Washington REVISION APPROVED REVISION APPROVED RECORD DRAWING J#982191-00 HGI/SDF 8.31.01 SUPERSONIC WIND TUNNEL REMOVAL W3281256 07.30.15 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN SUBTITLE ISSUED FOR PERMIT CHECKED FIRE PROTECTION PLAN Solutions & Service CURRENT REVISION W3281256 SYMBOL A 07.30.15 ENGINEER DATE TITLE SHEET CHECKED APPROVED BUILDING 2-83 1M263 JOB NO. COMP NO. 07.30.15 SIOMM APPROVED MECHANICAL MASTER COL A—J 1 / 1.1-2 PLANT 2 DWG NO. 2-83-1M263 LEG_ 3: ISI "EXIT" SIGN - SINGLE FACE -BACK MTD. oQ a $3 aa,b 0 0 TO "EXIT" SIGN - DOUBLE FACE -END MTD. TO "EXIT" SIGN - DOUBLE FACE -TOP MTD. INCANDESCENT WALL LIGHT FLOODLIGHT SQUARE RECESSED FIXTURE SINGLE POLE SWITCH 3 -WAY SWITCH THE NUMBER OF SUBSCRIPT LETTERS INDICATES THE NUMBER OF SWITCHES CEILING OUTLET BOX FOR LIGHT 120V / 277V EMERGENCY LIGHT LANDSCAPE LIGHT, PRESCOLITE #5971 AT LOBBY ENTRANCE. EVIOVAL \OTES: VERIFY SOURCE OF POWER AND DISCONNECT. RELABEL CIRCUIT AS SPARE. REFERENCE DRAWING 2-YD-E43R. REMOVE CONDUIT AND WIRE FROM DOOR SWITCH BACK TO NEAREST JUNCTION BOX WEST OF COLUMN LINE L FOR REMOVAL OF WALL PORTIONS. REMOVE CONDUIT AND WIRE FROM EXIT LIGHT FIXTURE ABOVE DOOR TO NEAREST JUNCTION BOX WEST OF COLUMN LINE L FOR REMOVAL OF WALL PORTIONS. REMOVE CONDUIT AND WIRE FOR LIGHT FIXTURES AT NORTHEAST CORNER OF ROOM. REMOVE FIVE LIGHT FIXTURES AT NORTHEAST CORNER OF ROOM. REMOVAL IS TO CLEAR PATHWAY FOR REMOVAL OF FLEXIBLE NOZZLE. REMOVE LIGHT FIXTURES FOR REMOVAL OF ROOF. REFERENCE DRAWING 1 E63R. REMOVE LIGHT FIXTURES TO PROVIDE ADDITIONAL CLEARANCE FOR WIND TUNNEL REMOVAL. REMOVE ASSOCIATED CONDUIT AND WIRING. PNL C/24 ABANDONED FIXTURES PNL D/1,3,5 KEYNONEBLDG 2-83 16' PANEL 1P1-1 H N SCALE: D/9 -YARD LIGHT (E146) 3/4" RGS-3# 10 } OVER DOOR J SEE C DETAIL ; 22017 / / I / / / / / / EXTERIOR LIGHTING CONTROL © LOBBY DETAIL (77H 1E12 �A�TIAL - LA\ VIEW SCALE: 1/8" =1'-0" TO PNL"D"/8,9 3/4" RGS-3#10 0 to N REVISION APPROVED REVISION APPROVED CAD LOADED FROM 102-083-2001.E12-FOWLER"62 AY RFG. MOD EMERGENCY LIGHTS J#30046-00 CADDNW RA GAH 4.26.91 E SUPERSONIC WIND TUNNEL REMOVAL W3281256 CASNE 07.30.15 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN SUBTITLE CHECKED LIGHTING PLAN REVIEWED FOR CODE COMPLIANCE APPROVED JUN 06 2017 City of Tukwila BUILDING DIVISION RECEIVED - ,„ CITY OF TUKWILA Lso MAY 2 4 2017 PERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW. CASNE. COM JOB NO. 151-058 CURRENT REVISION SYMBOL W3281256 E DATE 07.30.15 PATRICK 3.31.93 -P-OVED BY ENGINEER TITLE SUPERSONIC WIND TUNNEL REMOVAL PROVIDE EMERGENCY LIGHTING J#730257-00 11.20.93 CHECKED BLDG. 2-83 DEMO J#982191 -00 HGI/MAR 8.31.01 APPROVED BUILDING 2-83 1E13R JOB NO. COMP NO. SUPERSONIC WIND TUNNEL REMOVAL (SPHERES) W3281256 CASNE 06.12.15 APPROVED ELECTRICAL MASTER COL. A -J/2 -P DWG NO. 2-83-1E13R K:\DRAWINGS\981424.283\ELECT\1 El 2.dwg LEGE\D�: CC\ST U'TI 0\ \OYES: 20'-47" 20'-4;" 20'-44" 23'-4" 20'-4;" 20'-q"® ISI "EXIT" SIGN - SINGLE FACE -BACK MTD. TO "EXIT" SIGN -DOUBLE FACE -END MTD. iii....INSTALL NEW CONDUIT AND WIRE FROM DOOR SWITCH BACK TO JUNCTION BOX WEST OF COLUMN LINE L THAT WAS LEFT FROM DEMO. REFERENCE DWG. 1E13R. SPLICE WIRING FOR COMPLETE 2#10, #12. 1P1 -1/9b Q©©O Po- -41 IV 0-0 <, TO "EXIT" SIGN - DOUBLE FACE -TOP MTD. INCANDESCENT WALL LIGHT FLOODLIGHT SQUARE RECESSED FIXTURE $ SINGLE POLE SWITCH 3 -WAY SWITCH ,„1,THE NUMBER OF SUBSCRIPT LETTERS INDICATES THE NUMBER OF SWITCHES O CEILING OUTLET BOX FOR LIGHT 120V / 277V EMERGENCY LIGHT o LANDSCAPE LIGHT, PRESCOLITE #5971 AT LOBBY ENTRANCE. OPERATION OF DOOR SWITCH. © INSTALL NEW CONDUIT AND WIRE FIXTURE ABOVE DOOR TO JUNCTION COLUMN LINE L THAT WAS LEFT REFERENCE DWG. 1E13. SPLICE OPERATION OF EXIT LIGHT. © INSTALL LIGHT FIXTURES ON CEILING. CONDUIT AND WIRING ON SURFACE LIGHT FIXTURES SHALL BE LIGHTS INDUSTRIAL FLUORESCENT FIXTURES 14-232. 4 INSTALL LIGHT SWITCH ON WALL. CONDUIT AND WIRING TO LIGHT HOME RUN BACK TO PANEL FOR OPERABLE SYSTEM. © INSTALL WEATHERPROOF BOX AND LIGHT SWITCH ON NEW COLUMN GRADE. INSTALL SWITCH ASSEMBLY ON WEST FACE OF COLUMN. CONDUIT AND WIRING TO LIGHT HOME RUN BACK TO PANEL FOR OPERABLE SYSTEM. WIRING FIXTURES AT INSTALL FIXTURES FROM FROM OF -N CAT. INSTALL A COMPLETE COVER 48" SO A COMPLETE EXIT LIGHT BOX WEST OF DEMO. FOR INSTALL CEILING. -PLASTICS NO. NEW AND AND FOR ABOVE THAT IT IS NEW AND AND —:: EXISTING ROOF STRUCTURE AND REINFORCING DRIP EDGE STE AT IL =XT_ ST JD WALL 10ODE\I\ EAD G EAST 3 1/2" MIN. WIDTH ADHESIVE SILL GASKET OR TWO BEADS OF CAULK FLASHING 1/4" DIAMETER CONCRETE SCREWS AT 16" O.C. MAXIMUM DEFLECTION TRACK OR DOUBLE TRACK PER STEEL STUD SUPPLIER WITH ATTACHMENT SIMILAR TO SILL PLATE STEEL STUD WALL ETAIL SCALE: 1" = 1'-0" WALL TYDE SC r -A\ S562 S564 EXISTING CONCRETE WALL NEW STEEL ANGLE COLUMN STEEL AT EXT 3" JAMB FLASHING CLOSURE STRIP SLD WALL JAMB OPE\ISG EAST J STEEL STUD WALL 1/4" DIAMETER CONCRETE SCREWS AT 16" O.C. MAXIMUM 3 1/2" MIN. WIDTH ADHESIVE SILL GASKET OR TWO BEADS OF CAULK SCALE: 1" = 1'-0" MARK NUMBER LEGEND DESCRIPTION A S HORIZONTAL METAL SIDING 5/8" FIBERGLASS REINFORCED GYPSUM BOARD 600S200-43 STEEL STUDS AT 16" O.C. R-19 BATT INSULATION 5/8" GWB, TYPE X '— ,— L_ ,-- `- jr NOTES: 1. ALL DIMENSIONS TO FACE OF FRAMING OR CENTER OF OPENING U.N.O. 2. SEE 1/S564 FOR GENERIC STEEL STUD WALL CONSTRUCTION. D LE SCALE: N.T.S. METAL SIDING CLOSURE FLASHING z FLASHING WITH DRIP EDGE v II II Inn' STEEL STUD WALL AT XISTI\G EOJ\RATIO\ CETAIL STEEL STUD WALL 1/4" DIAMETER CONCRETE SCREWS AT 16" O.C. MAXIMUM SILL GASKET EXISTING FOUNDATION (EXISTING CMU WALL AS OCCURS) APPLY MORTAR TO TOP CELL OF CMU AS REQUIRED FOR UNIFORM BEARING SURFACE SCALE: 1 ' = 1'-0" { I S562 S564 (B 5562 5564 1 L 1 S560 S565 METAL SIDING JAMB FLASHING EXISTING FINISH PAVING BASE FLASHING WITH DRIP EDGE #4 HOOKED BARS AT 18" O.C. WITH 5" EPDXY EMBED INTO EXISTING CONCRETE WALL / c0 STEEL STUD WALL 1/4" DIAMETER CONCRETE SCREWS AT 16" O.C. MAXIMUM SILL GASKET NEW CONCRETE STEM WALL TO MATCH EXISTING WALL THICKNESS (2) #4 BARS CONTINUOUS EXISTING CONCRETE WALL SCALE: 1" = 1'-0" EXISTING CMU WALL REMNANT SPRAY FOAM INSULATION r_ NEW STEEL STUD WALL 3" ± EXISTING CONCRETE WALL STEEL STT,' WALL AT OPE\I SCALE: 1" = 1'-0" CLOSURE STRIP JAMB FLASHING rc1 S562 5564 \G EAST DETAIL r-3- S5601564 #10 x 3/4" SCREWS AT 12" O.C. AT DOUBLE STUDS — STAGGERED DOUBLE STUD AT JAMBS 7, ----- AND WHERE NOTED PROVIDE 16 GAGE MIN. STUDS AT ALL PERPENDICULAR WALLS — ATTACH JOINT STUDS TOGETHER WITH #10 x 3/4" SCREWS AT 6" O.C. TYPICAL STEEL STUD WALL SCALE: N.T.S. ST SPRAY FOAM INSULATION NEW STEEL STUD WALL STUD BLOCKING PER GSN #10 x 3/4" SCREWS TYPICAL UNPUNCHED STEEL TRACK ANCHORAGE PER DETAILS ETAI L -EL CLOSURE STRIP JAMB FLASHING 3" ± STUD WALL AT 3.DE\ SCALE: 1" = 1 '-0" Dig I ' 1 5564 EXISTING CMU WALL REMNANT EXISTING CONCRETE COLUMN EXISTING CONCRETE WALL I\G WEST DETAIL(4� S560IS564 DEc 122011 ISSUED FOR PERMIT JULY 30, 2015 CI REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 6 2017 • ukwila MAY 2 1t 2017 PERMIT CENTER 0 6" 1 2 3 0#111199.18008M1600 SCALE: 1"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http:!fwww.sitts-hitt-engineers.com! Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 07.30.15 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN B. Johnson DATE 06.01.15 CHECKED B. Leslie 06.01.15 SUBTITLE MISC SECTIONS AND DETAILS CURRENT REVISION W3281256 SYMBOL DATE 07.30.15 APPROVED BY DEPT. DATE ENGINEER M. Bock CHECKED B. Leslie 06.01.15 06.01.15 APPROVED APPROVED TITLE STRUCTURAL BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 PLANT 2, WA. SHEET S564 JOB NO. W3281256 COMP NO. DWG NO. 2-83-S564