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Permit D16-0333 - BOEING #13-01 - MANUFACTURE CREW SHELTER
BOEING #13-01 MFC CREW SHELTER 10002 E MARGINALWAY S EXPIRED 06/20/17 D16-0333 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No: 0003400021 Permit Number: D16-0333 Address: 10002 E MARGINAL WAY S BLDG 13- Issue Date: 12/22/2016 01 Permit Expires On: 6/20/2017 Project Name: BOEING #13-01 - MFC CREW SHELTER Owner: Name: BOEING COMPANY THE Address: PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 Contact Person: Name: JOHN S MURDOCH Address: PO BOX 3707 MC 46-88 , SEATTLE, WA, 98124 Contractor: Name: BOEING COMPANY, THE Address: 100 N RIVERSIDE, M/C 5003-4027 , CHICAGO, IL, 60606-1596 License No: BOEINC*294ML Lender: Name: BOEING COMPANY THE Address: PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 Phone: (253) 740-0214 Phone: (312) 544-2535 Expiration Date: 1/18/2017 DESCRIPTION OF WORK: INSTALLATION OF (2) MODULAR UNITS REPLACING (2) EXISTING MODULAR CREW SHELTERS. THESE (2) UNITS ATRE BEING CONSTRUCTED OFF-SITE AND WILL HAVE WASHINGTON STATE GOLD SEALS. THIS PERMIT APPLICATION IS FOR STAIRS, RAMPS AND TIE DOWNS OF SHELTERS ONLY. Project Valuation: $147,800.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $3,267.82 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature:1241Mal Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or loca -ws reg lating construction or the performance of work. I am authorized to sign and obtain this developm- fermi a d agree totheconditions attached to this permit. Signatur-� Print NI e: d Uc itiv4Poa azo - Date: 2Z iGr zea This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: 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. 9: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 6: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 7: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 8: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 10: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 11: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 12: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 13: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 15: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 16: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72-17.5.3.1) 18: 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) 17: 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) 19: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 14: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Building Permit No. t l 10— 0 3 33 Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION /1(P6a /Iif,//� GJ fee R Site Address: 10002 East Marginal Way So Tenant Name: The Boeing Company 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) 240-0214 Fax: Email: ,john.s.murdoch@boeing.com GENERAL CONTRACTOR INFORMATION Company Name: The Boeing Company - Boeing 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: 01/18/2017 Tukwila Business License No.: H:\Applications\Fomts-Applications On Line \2011 ApplicationsWentrit Application Revised - 8-9.1 I.doca Revised: August 2011 bh King Co Assessor's Tax No.: Suite Number: 13 Yrd. Floor: Field New Tenant: ❑ Yes VI ..No ARCHITECT OF RECORD Company Name: Sitts & Hill Engineers Inc Company Name: Rolluda Architects Address: 4815 Center St Architect Name: Alex E. Rolluda Phone: (253) 474-0153 Fax: Address: 105 So Main St Suite 323 City: Seattle State: WA Zip: 98124 Phone: (206) 624-4222 Fax: Email: alex.clarkrolludaarchitects.com ENGINEER OF RECORD Company Name: Sitts & Hill Engineers Inc Engineer Name: Larry G. Lindell Address: 4815 Center St City: Tacoma State: WA Zip: 98409 Phone: (253) 474-0153 Fax: Email: larrylindell@sifts-hill-engineers. com 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): $ 147,800 Describe the scope of work (please provide detailed information): Installation of (2) Modular Units Replacing (2) Existing Modular Crew Shelters. These (2) units are being Constructed offsite and will have Washington State Gold Seals. This Permit Application is for Stairs, Ramps, and Tie Downs of Shelters Only. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes", explain: FIRE PROTECT1ON/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm None ❑ Other (specify)" Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If 'yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:WpplicationsTorns-Applications On Line\22011 Applicatiots\Pemut Application Revisod - 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 1.s1 Floor 696 II -B B 2'd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes", explain: FIRE PROTECT1ON/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm None ❑ Other (specify)" Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If 'yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:WpplicationsTorns-Applications On Line\22011 Applicatiots\Pemut Application Revisod - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): D.N.A. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila O ...Sewer Use Certificate , , 0...Sewer Availability Provided 0 .. Highline ❑... Valley View _ _ -❑ .. Renton ❑ .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water Geotechnical Report .. Maintenance Agreement(s) ❑ ... Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) O .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # O ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 ❑ .. Grease Interceptor 0 .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Day Telephone: Water Meter Refund/Bi11ina: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\ApplicationsTorms-Application On Line \2011 Applications\Pertnit Application Revised - 8-9-11.doca Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HERE t ERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALT • f Y BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Signatur Print N AGENT: John S/Murdoch - The Boeing Company Mailing Address: P.O. Box 3707 M/C 46-88 WW1 Nee Date: 12/02/2016 Day Telephone: (253) 740-0214 H:Wpplications\Foma-Applications On Line \2011 ApplicationsWernrit Application Revisod - 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 PermitTRAK ACCOUNT QUANTITY I PAID $3,267.82 D16-0333 Address: 10002 E MARGINAL WAY S BLDG 13-01 Apn: 0003400021 $3,267.82 DEVELOPMENT $3,171.84 PERMIT FEE R000.322.100.00.00 0.00 $1,919.60 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,247.74 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $95.98 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R9988 R000.322.900.04.00 0.00 $95.98 $3,267.82 Date Paid: Wednesday, December 07, 2016 Paid By: JOHN S MURDOCH Pay Method: CREDIT CARD 087298 Printed: Wednesday, December 07, 2016 9:58 AM 1 of 1 1SYSTEMS 1 1 r 1 1 1 1 1 1 1 1 r Structural Calculations MFC Crew Shelters Military Flight Center Tukwila, WA prepared for: Rolluda Architects 105 South Main St, Suite 323 Seattle, WA 98104 prepared by: Sitts & Hill Engineers, Inc. 4815 Center Street Tacoma, WA 98409 November 22, 2016 S&H Job Number 17,113 FILA REV!ElA "D FOR RCA,Eu DEC 1 6 2016 C ty of Tukwila RECEIVED CITY OF TUKWILA DEC 072016 PERMIT CENTER SITTS & HILL ENGINEERS, INC. Professional Engineers & Planners CIVIL, STRUCTURAL AND SURVEYING � «v-0333 MFC Crew Shelters Military Flight Center Tukwila, WA 01__ArAsidevAve CALCULATIONS PREPARED FOR ROLLUDA ARCHITECTS 105 South Main St, Suite 323 Seattle, WA 98104 PREPARED BY Sitts & Hill Engineers, Inc. 4815 Center Street Tacoma, WA 98409 November 22, 2016 S & H Job Number: 17,113 SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 MFC STALL 77 CREW SHELTER REPLACEMENT JOB: 17113 DESIGNED: MEB DATE:10/20/16 CHECKED: DATE: PAGE 1_ OF 9 BASIS OF DESIGN SCOPE: �5� CAL INIION5 App rov l -F CM 5eV FAAMg5 At 13O iNG' 5 MILIfApY LI6-fCN1E1?, LOCA1E19 IN ¶UKWILA, WA. BUILDING CODE: 2015 E7If1ON OF T -F INVNA110NAL UOING C012 LOADS: 6 M/ SNftl? WFIG SL := 25psf WOF SNOW [-OAP MAI2 LOA125 Al?L CAI -CIA -09 MOW 1751GN NVI?ONMFNTAL LOAf75 OJJLY - JFf 13LA5f IMPFACfICAL IN f-15 STALL WIN): v:= 110 mph WIN2 512, FrOSUI C 1:= 1 5� I5MIC: latitute := 47.236 longitude := —122.400 Site_Class := "D" IE := 1.0 5: 1?oof bead Load Wall bead Load: Component Weight Mtl Roofing Steel Sheathing Framing Insulation Therm Barrier Susp Ceiling Misc M/E/P 1.5 psf 1 psf 1.5 psf 3 psf 3 psf 1 psf 1 psf Floor bead Load: Component 12 psf Weight Flooring 3.5" Comp Deck Frame Insulation Mtl Btm Coyer 1 psf 35.5 psf 12 psf 0.5 psf 1 psf DL, := 12psf 50 psf DLf := 50psf Component Weight Mtl Siding Ext Insulation Steel Sheathing Frm'g & Insul GWB Misc M/E/P 1.5 psf 1.5 psf 1 psf 3.5 3 psf 1.5 psf 12 psf DLW := 12psf SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 MFC STALL 77 CREW SHELTER REPLACEMENT JOB: 17113 DESIGNED: MEB DATE:10/20/16 CHECKED: DATE: PAGE 2_ OF 9 BUILDING GEOMETRY: Al* SPIKE CLEAREICE AMIN eo** OUP WIN VP as TOOT SIM Lcs := 29ft rorAL MI6 Wcs := 12ft Hcs := 11 ft OF SH L -t R Wt„ Lcs'Wcs'(DLr+ DLf) + 2•(Lcs+ Wcs)'Hcs'DLw= 32.4 -kip SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 MFC STALL 77 CREW SHELTER REPLACEMENT JOB: 17113 DESIGNED: MEB DATE:10/20/16 CHECKED: DATE: PAGE 3_ OF 9 SEISMIC LATERAL FORCE: Project, Location: Latitude and Longitude of a Point Map Satellite tye 0 11= "� Ell Bc.=2irv90 UGcF: 7'vr tu" G_ END l.L us PA 0 0 ' HIGH_ IPv .Googie Clear! Reset Remove Last Blue Marker Center Red Marker Get the Latitude and Longitude of a Point When you click on the map, move the marker or enter an address the latitude and longitude coordinates of the point are inserted in the boxes below. Latitude: Longitude: 47.515287 -122.294384 Latitude: Longitude_ Degrees Minutes Seconds 47 -122 30 17 55.0332 39.7818 Show Point from Latitude and Longitude Use this if you know the latitude and longitude coordinates of a point and want to see where on the map the point is. Use: + for N Lat or E Long - for S Lat or W Long. Example: +40.689060 -74.044636 Note: Your entry should not have any embedded spaces. Decimal Deg. Latitude: Decimal Deg. Longitude: Show Pant Example: +34 40 50.12 for 34N 40' 50.12" Degrees Minutes Seconds Latitude: Longitude: Show Point SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 MFC STALL 77 CREW SHELTER REPLACEMENT JOB: 17113 DESIGNED: MEB DATE:10/20/16 CHECKED: DATE: PAGE 4_ OF 9 MOM N5HMp: usGs Design Maps Summary Report User -Specified Input Report Title MFC Crew Shelter Replacement Thu October 20, 2016 18:14:13 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.515°N, 122.294°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III .&4NG *VAL S B £ 5eattl BOEING, FLAKING OINTL RENTON 14141 RPORT* USGS-Provided Output Ss = S, = 1.513 9 0.572 g Burien• SEATT1 TACOMA,MTL AIRPORT. e toll a'swfr , Ila�nla Valla�r_' _ Sirs = 1.513 g 0.858 g Sos = S„ = 1.008 g 0.572 g For information on how the SS and 51 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.76 1.60 1.10 1.44 0.99 1.29 0.00 1.12 0.77 77) 0.78 0.66 tM 0.00 I m 0.99 0.64 0.44 0.10 0.22 0.32 0.22 0.10 0.11 0.00 0.00 MCEst Response Spectrum Design Response Spectrum 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Deriad. T (sec) Period, T (sec) Although this information is a product of the US. Geological Survey, we provide no warranty, expressed or Implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. Site_Class := "D" SDS := 1.008 SDI := 0.572 SDC := "D" SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 MFC STALL 77 CREW SHELTER REPLACEMENT JOB: 17113 DESIGNED: MEB DATE:10/20/16 CHECKED: DATE: PAGE 5_ OF 9 Approximate period 2etermination: Ct := 0.020 Hcs hn • ft 2 1FpMINF MF SFISMIC Carr ICIFNt: 3 T:=Cthn4 T=0.12 seC R := 6.5 I := IE Cs :_ SDS CEact R C1 SDI CEmax TL I) CEmin - max(0.01, 0.044. SDS • I) CEmax if CEact > CEmax CEmin if CEact < CEmin CEact otherwise V„E := Wtos•Cs = 5.02.kip Maximum Seismic Shear of' Shelter b�1��MIN� CJN1-FP OF GAAVhY cgcs Les- Wes-DLr H„+ 2 (Lcs + Wcs)' Hos DLW 8 ft 2 1 ft) + LAS• Wes. DLA• 2ft Wtcs OTM„E = V„E•cgos = 14.35•kip•ft Overturning of Shelter from Seismic Load =2.86ft Cs = 0.16 SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 MFC STALL 77 CREW SHELTER REPLACEMENT JOB: 17113 DESIGNED: MEB DATE:10/20/16 CHECKED: DATE: PAGE 6_ OF 9 WIND: v= iio mph Kn=1 Kd:= 0.85 q := 0.00256psf•K2•Kd• V q = 26.33•psf FOl? FXfOSUI E C: KZ := 0.85 qh := K•q = 22.38•psf F02 ALL WALL5 G := 0.85 Cp w := 0.8 (Iriernal pressures Cancel Out - N/ A) L3 inspection, wind about long wall critical for sliding and overturning L := Los = 29 ft B := Wes = 12 ft - = 2.42 Cp w lw := 0.3 Vuw (gz.G'Cp_w_ww + gh'G'Cp_w_]w)-Hos'LCS = 6.68 -kip OTM„w := Vow• los = 36.71•kip•ft qz qh SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 MFC STALL 77 CREW SHELTER REPLACEMENT JOB: 17113 DESIGNED: MEB DATE:10/20/16 CHECKED: DATE: PAGE 7_ OF 9 DETERMINE OVERTURNINGAND SLIDING RESISTANCE OF CREW SHELTER: V„E = 5.02. kip OTM„E = 14.35•kip •ft Vu , = 6.68. kip OTMuw = 36.71•kip •ft Vcs := max(0.6• V„q,, 0.7• VuE) = 4.01. kip OTMcs := max(0.6.OTMuW,0.7.OTMUE) OTMcs = 22.03.kip. ft DETERMINE OVERTURNINGAND SLIDING RESISTANCE OF CREW SHELTER: Cpl1 ICAL 12IMEN510N F01? OV�prl, INING 15 VOW” WI b11- RTMcs := 0.6• (Wtcs). W„. 0.5 RTMcs = 116.64•kip.ft > OTMcs = 22.03.kip- ft 5L 'PING AVOW V„ _2 := 0.7• V,,E Vcs 2 = 3.52•kip µ 0.9. (Wt„) = 5.83.kip NO NEr 0\V"UpNING µ := 0.2 For plain steel on concrete Vcs 2 — [µ 0.9• (Wtcsi _ —2314.86 lbf No net sliding OK 5LI2ING vour WIe11 Vcs = 4.01 -kip µ := 0.2 For plain steel on concrete µ 0.9 (Wt„) = 5.83. kip Vcs — [µ 0.9- (Wt„)] = —1826.871bf No net sliding OK SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 MFC STALL 77 CREW SHELTER REPLACEMENT JOB: 17113 DESIGNED: MEB DATE:10/20/16 CHECKED: DATE: PAGE 8_ OF 9 DESIGN OF STRUCTURAL STEEL CREW SHELTER FLOOR: FLOOR JOISTS: Ln := 12ft Trib := 5ft Floor joists take floor load only ( wall and roof carried by perimeter beams): wu f := (1.2•DLf+ 1.6.50psf)•Trib = 700plf 2 Mu f.= w„_8 — 12.6kip•ft s Ln Ru f := wu f' 2 = 4.2 kip Use W8xI5 - (1)Mp = 42.8 kips f Per AI5C fable 10-9a, 5/ 8"x5-1 / 2" shear plate has capacity 31.8 kips minimum (using two 3/ 4" d is bolts) Using welds rather t1an bolts, per A5C fable 8-9 for vertical eccentric load on c -shaped weld: ex ex := 3in 1 := 5.5in a := = 0.55 1 C := 2.13 k:= 12in = 0.36 Ru_fj kip C1 := 1 Dm,„ 1 = 0.48 0.75•C•Ci•- in PERIMETER BEAMS: beterm ine CI 2 to carry 'fork 8ft lcs bm -wilding load during relocation wid L'cs — Wfork Wtcs Wcs_bm Lcs• 2 2 between fork) ifs forks wcs bm•1cs bm Mcs_bm := 1.25• 2 lcsbm=10.5ft 2 1,25 is for impact Wcs bm = 558.62•p1f Less than I - use 5/ 16" fillet min. Lcs = 29 ft Mcs_bm = 38.49•kip•ft Lengt/1 of Crew Shelter C12x25 Mn/ S2 = 40,5 kip f1 for unsupported In =10,5 ft OK SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 MFC STALL 77 CREW SHELTER REPLACEMENT JOB: 17113 DESIGNED: MEB DATE:10/20/16 CHECKED: DATE: PAGE 9_ OF 9 eaction at 65 Wcs bm = 558.62 plf Les = 29 ft Lcs Rcs_bm 2 ' Wcs_bm = 8.1 kip 131,1 inspection, weld all around 65 is sufficient to transfer load 5/1/2017 City of Tukwila Department of Community Development JOHN S MURDOCH PO BOX 3707 MC 46-88 SEATTLE, WA 98124 RE: Permit No. D16-0333 BOEING #13-01 - MFC CREW SHELTER 10002 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 6/20/2017. 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 final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 6/20/2017, 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: D16-0333 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0333 DATE: 12/07/16 PROJECT NAME: BOEING #13-01 - MFC CREW SHELTER SITE ADDRESS: 10002 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: VCE I -ifo Building Division J� tik a\(6 Public Works At/QC 0`\I -k 2 ire Prevention Structural 1,1u ke 1)--13-- Planning Division IN Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 12/08/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 01/05/17 n Approved with Conditions n ri Denied (corrections entered in Reviews) Notation: (ie: Zoning Issues) �ive. 15l\e++,1— A"�o REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 BOEING COMPANY, THE Hoene Espanol Contact. Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Search L&I Page 1 of 9 A Z Index Help My LCI Workplace Rights Trades & Licensing BOEING COMPANY, THE Owner or tradesperson MCNERNEY, W (JAMES) Principals MCNERNEY, W (JAMES), PRESIDENT LOHR, MICHAEL, SECRETARY 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— 01/18/2017 Bond Active. Meets current requirements. FEDERAL INS CO $12,000.00 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 12/19/2016 BOEING COMPANY, THE Bond account no. 81312466 Received by L&I Effective date 01/14/2002 01/01/2002 Expiration date Until Canceled Insurance Ace American Insurance Company $1,000,000.00 Policy no. HDOG27854990 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 representative (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 10/13/2016 Inspection no. 317940860 Location 7755 E. Marginal Way Seattle, WA 98108 Inspection results date 10/04/2016 Inspection no. 317942065 Location 3003 W Casino Rd Everett, WA 98203 No violations Violations Page 2 of 9 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 12/19/2016 THE BOE//VG COMPANY SUPPORT SERVICES GROUP 13 -YARD - MFC NEW CREW SHELTERS 13-112 AND 13-113 BOEING DEVELOPMENTAL CENTER 10,002 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 PUGET SOUND REGION DOJECT LOCATIO\ COD SL,V IV Y I\ SEX OF D AWI \ GS PROJECT SITE AREA MAP LEGAL DESCRIPTION COMMERCIAL PRE—FLIGHT CENTER THAT PORTION OF THE TIMOTHY GROW DONATION CLAIM NO. 44 IN SECTION 33, TOWNSHIP 24 NORTH AND SECTION 4, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SAID SECTION 4 AND EASTERLY MARGIN OF, WASHINGTON PRIMARY STATE HIGHWAY NO. 1 (EAST MARGINAL WAY) FROM WHENCE THE NORTHEAST CORNER OF SAID SECTION 4 BEARS SOUTH 88°05'05" EAST, THENCE SOUTH 2232'15" EAST ALONG SAID EASTERLY MARGIN 1305.67 FEET TO THE NORTHERLY MARGIN OF THE CITY OF SEATTLE RIGHT—OF—WAY (FORMERLY KNOWN AS NORFOLK STREET, CONVEYED TO THE CITY OF SEATTLE BY DEED RECORDED UNDER AUDITOR'S FILE NO. 2835656): THENCE SOUTH 8T34'42" EAST ALONG SAID NORTHERLY MARGIN 728.73 FEET TO THE INTERSECTION OF THE SOUTHERLY PRODUCTION OF THE WESTERLY LINE OF BOEING FIELD EXTENSION, AS CONDEMNED IN KING COUNTY SUPERIOR COURT CASE NO. 426208 (AND CONVEYED TO KING COUNTY BY DEED RECORDED UNDER AUDITOR'S FILE NO. 4132751); THENCE NORTH 20°10'26" WEST ALONG SAID WESTERLY LINE AND ITS PRODUCTION 740.43 FEET; THENCE CONTINUING ALONG SAID LINE NORTH 28°42'05" WEST 881.48 FEET; THENCE SOUTH 62°27'45" WEST 596.56 FEET TO THE POINT OF BEGINNING; SAID TRACT CONTAINING AN AREA OF 962,773 SQUARE FEET, MOR OR LESS. 7-127 MO COUNTY WORT OFFICE CENTER (FAA) FRM DOWNTOWN SEATTLE 900 =o m 99 EXIT 158 EXIT 157 EXIT 157 EAST MARGINAL WAY CORPORATE PARK 9 599 TUKWILA FROM KENT & AUBURN SCALE 1' — 600'-0" 900 SCOPE OF WORK: INCLUDED INSTALLATION OF (2) MODULAR UNITS REPLACING (2) EXISTING MODULAR CREW SHELTERS. IN SET DRAWING NO. CONTRACTOR: TO BE DETERMINED BOEING PROJECT ADMINISTRATOR: ELIZABETH DANIELS PHONE BOEING PROJECT ENGINEER: GEOFFREY MILLER PHONE BOEING CONTACT: JOHN MURDOCH PHONE APPLICATIONS/PERMITS RELATED TO ZONING: BUILDING CODE: BARRIER FREE REQUIREMENTS: OCCUPANCY GROUP: (SEC. 306) CONSTRUCTION TYPE:(SEC. 603) ALLOWABLE AREA INCREASE: CREW SHELTER 1ST FLOOR AREA: USE ASSEMBLY BUSINESS CLASSROOM FACTORY INCIDENTAL KITCHEN STORAGE TOTAL FACTOR 15 (NET) 100 (GROSS) 20 (NET) 300 (GROSS) 0 200 (GROSS) 500 BUILDING HEIGHT: (ACTUAL) STORIES: FIRE PROTECTION: SEPARATION EXT. WALL (NON—BEARING) EXT. WALL (BEARING) INT. WALL (NON—BEARING) INT. WALL (BEARING) STRUCTURAL FRAME FLOORS/CEILINGS ROOF CONSTRUCTION SEISMIC DESIGN: DESIGN LOADS: (CHAPTER 16) ROOF: SNOW LIVE FLOOR: (253) 657-0864 (253) 797-0295 253-740-0214 PROJECT: REPLACEMENT OF EXISTING MODULAR HEAVY IND./PUBLIC USE IBC — 2015 EDITION CHAPTER B 11 & ICC/ANSI 117.1 II—B NOT USED AREA 0 (2)x348 0 0 0 0 0 696 12'-0" OCCUPANTS 0 7 0 0 0 0 1 1 STORIES NOT USED ALL SIDES N N N N N N N CHAPT 16 25 PSF 20 PSF OFFICE 60 PSF MECH/STOR 65 PSF STAIRS 100 PSF CONCENTRATED: MFR LIGHT 2000 LBS MFR HEAVY 3000 LBS OFFICE 2000 LBS WIND EXPOSURE: 110 MPH BU IDLING SHEET NO. DRAWING TITLE REV DATE GE\PAL O 13—YRD MFC — GO GO COVER SHEET & INDEX OF DRAWINGS ORIG 11.23.16 O 13—YRD MFC — G1 G1 GENERAL NOTES, SYMBOLS & LEGENDS ORIG 11.23.16 CIVIL O 13—YRD MFC — C1 COMPOSITE SITE PLAN ORIG 11.23.16 AKHITECTUAL 0 13-112-1A10 FLOOR PLAN & REFLECTED CEILING PLAN ORIG 11.23.16 O 13-112-1A60 ELEVATIONS ORIG 11.23.16 O 13-112-1A500 DETAILS ORIG 11.23.16 O 13-113-1A10 FLOOR PLAN & REFLECTED CEILING PLAN ORIG 11.23.16 O 13-113-1A60 ELEVATIONS ORIG 11.23.16 O 13-113-1A500 DETAILS ORIG 11.23.16 S-RUCTUAL O 13-112—S2 GENERAL STRUCTURAL NOTES ORIG 11.23.16 O 13-112—S110 FLOOR SUB—FRAMING PLAN ORIG 11.23.16 O 13-112—S500 FLOOR SUB—FRAMING PLAN ORIG 11.23.16 O 13-113—S2 GENERAL STRUCTURAL NOTES ORIG 11.23.16 O 13-113—S110 FLOOR SUB—FRAMING PLAN ORIG 11.23.16 O 13-113—S500 FLOOR SUB—FRAMING PLAN ORIG 11.23.16 ren c�A Q'"-r"'t EP tiiTE C�EFVIT REQUIRED FOR: !- acanonical �lectricat P mbing Gas Piping City of Tukwila DiVIaION PLANNING APPROVED • No changes .can be madeto these plans without approval from the Planning Division of DCD Approved By: Date: COP Permit o. • • S33 Pian review approve) is subject to errors and orniv iofs. Approval of consiruction documents does not auiiici ize the violation o• .Y opted code or ordinance. Recci t of approved F . a� ti : ' co dill • ns is ackno�.�ledgod• a; Dat ty REVIEWED FOR ,COBE COMPLIANCE APPROVED DEC 16 2016 City of Tukwila BUILDING DIVISION City of Tukwila BUILDING DIVISION v*it JUN 0 Mt to ,.. 11ir0333 RECEIVED CITY OF TUKWILA DEC 0.7 2016 PERMIT CENTER DESIGN BY AJC/JL/ROLLUDA DATE 11.23.2016 CD SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A MFC NEW CREW SHELTERS 13-112 AND 13-113 D31634-01 RAI 10.03.16 G° RIME OF WAEMI ZION DRAWN ACCEPTABILITY AJC THIS DESIGN AND/OR SPECIFICATION IS APPROVED DATE 10.03.16 APPROVED BY DEPT. DATE CHECKED • CHECKED SUBTITLE COVER SHEET CURRENT REVISION SYMBOL DATE 11.23.16 APPROVED TITLE MFC NEW CREW SHELTERS 13-112 AND 13-113 13-YRD ARCHITECTURAL MASTER DEV. CENTER, WA SHEET GO GO JOB NO. D31634-01 COMP NO. DWG NO. 13—YRD—GO SYM3OLS A3EVATO\S CE\RAL \ NOTE: SEE STRUCTURAL, MECHANICAL AND ELECTRICAL ITEMS AB ANCHOR BOLT LAV LAVATORY 1) THE SCOPE OF WORK INCLUDES ALL WORK WITHIN THE CLOUD(S) MARKED WITH ELECTRICAL FOR ADDITIONAL SYMBOLS. DIAGRAMATIC ONLY -SEE ELECTRICAL FOR ACTUAL FIXTURE TYPES. COLUMN GRID A ACOUS ACOUSTICAL LG LONG ADJ ADJACENT LLV LONG LEG VERTICAL AFF ABOVE FINISH FLOOR LP LOW POINT ANOD ANODIZED MAX MAXIMUM THE REVISION (REV) LL I I ER WHICH MATCHES THE ONE INDICATED IN THE LOWER RIGHT CORNER OF THE SHEET OR THE LATEST REV LEI I ER IN THE REVISION SECTION OF THE TITLE BLOCK. IF THERE IS NO CLOUD ON THE SHEET, THE ENTIRE SHEET IS IN THE SCOPE OF WORK, UNLESS IT'S A DETAIL SHEET. A AP ACOUSTICAL PANEL MFR MANUFACTURER DETAIL REFERENCED WITHIN A CLOUD IS INCLUDED IN THE SCOPE OF WORK EVEN HO 2' X 4' FLOURESCENT LIGHT FIXTURES AT ACOUSTICAL TILE ACOUSTICAL MIN MINIMUM WHEN THE ACTUAL DETAIL DRAWING IS NOT CLOUDED ON THE DETAIL SHEET. ACT CEILING TILE AWC ACOUSTICAL WALL COVERING MO MASONRY OPENING• LEGENDS AND GENERAL NOTES ALWAYS APPLY WHETHER CLOUDED OR NOT. ELEVATION DATUM CONSTRUCTION NOTES PERTAINING TO THIS JOB WILL BE CLOUDED AND MARKED MAS MASONRY B/ BOTTOM OF MOUNTED MTD WITH THE MATCHING REV LETTER. 1--0 1 1' X 4' FLOURESCENT LIGHT FIXTURES BD BOARD ELEVATION BUILDING SECTION ® EXIT LIGHT (W/ DIRECTION AS INDICATED) WALL SECTION 0..m 10" INTERCOM SPEAKER BIT BITUMINOUS MTL METAL BLKG BLOCKING NIC NOT IN CONTRACT BLDG BUILDING 2) KEEP AREAS UNDER CONSTRUCTION CLEAR OF DIRT AND DEBRIS CAUSED BY DEMOLITION AND STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN AREAS DESIGNATED BY THE CONSTRUCTION MANAGER. HOLE IN TILE FOR POWER POLE SECTION/DETAIL DESIGNATION 4tc��tro - BM BEAM OFCI OWNER FURNISHED/CONTRATOR INSTALLED BOT BOTTOM OFI OWNER FURNISHED AND INSTALLED BRDG BRIDGING OVHD OVERHEAD BRG BEARING OPNG OPENING 3) VERIFY DIMENSIONS & CONDITIONS SHOWN ON THE DRAWINGS AND ON SITE AND ACCEPT RESPONSIBILITY FOR THE JOINING OF WORK AMONGST VARIOUS TRADES AND TO EXISTING CONDITIONS. BRING DISCREPANCIES ON DRAWINGS OR IN XXXXX V;p1'kia'U6'" XXXX-- DRAWN ON SHEET NUMBER - REFERENCED ON SHEET NUMBER -PARTN hi.CPT MECHANICAL ITEMS OC ON CENTER CONC BLK E BLOCK CLGCEILING PARTITION CLR CLEAR PC PRECAST CMU CONCRETE MASONRY UNIT PERIM PERIMETER CARPET PL PLATE COL COLUMN PLBG PLUMBING SPECIFICATIONS TO THE ATTENTION OF THE CONSTRUCTION MANAGER IMMEDIATELY UPON DISCOVERY. 4) PATCH AND PAINT ALL EXISTING SURFACES DAMAGED DURING REMOVAL AND CONSTRUCTION (PAINT ENTIRE CONTINUOUS SURFACE). ) 5)PLANS WHICH APPEAR AS BACKGROUNDS DETAIL DESIGNATION DIAGRAMATIC ONLY -SEE MECHANICAL CONC CONCRETE PEN PENETRATION CONST CONSTRUCTION PPT PRESSURE PRESERVATIVE TREATED ON ELECTRICAL DRAWINGS, ARE ONLY FOR THE PURPOSE OF ILLUSTRATING GENERAL PLAN CONFIGURATION. SUCH Aft FOR DETAIL DESIGNATION ACTUAL c7 FIXTURE TYPES. SUPPLY AIR DIFFUSER CONT CONTINUOUS CONT JT CONTROL JOINT PREFIN PREFINISHED VIDE PPROVIDE CONTR CONTRACTOR PSF POUNDS PER SQUARE FOOT BACKGROUNDS SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN THAT RELATED TO THE SPECIFIC SYSTEMS SHOWN ON EACH SHEET AS INDICATED IN THE DRAWING SUB -TITLE. IV DRAWN ON SHEET NUMBER CORR CORRUGATED PSI POUNDS PER SQUARE INCH CJ CONTROL JOINT PT PAINT CT CERAMIC TILE 6) TAKE RESPONSIBILITY FOR COORDINATION OF ARCHITECTURAL AND ELECTRICAL WORK. REFER TO ARCHITECTURAL AND ELECTRICAL DRAWINGS IN DETAIL FOR SUPPLY AIR DIFFUSER PVMT PAVEMENT Mk/ SECTION DETAIL DESIGNATION RETURN AIR GRILLE 77) CTRL CONTROL CW COLD WATER QT QUARRY TILE COORDINATION OF SPECIFIC REQUIREMENTS. PROVIDE MEANS PURCHASE AND INSTALL. INSTALL MEANS OBTAIN FROM OWNER XXXXX XXXXX-- DRAWN ON SHEET NUMBER CONTINUOUS EDGE DIFFUSER DBL DOUBLE REINF REINFORCE(ING) DET DETAIL REQD REQUIRED AND INSTALL. REFERENCED ON SHEET NUMBER 0.SPRINKLER HEAD INTERIOR ELEVATION DESIGNATION DIA DIAMETER RM ROOM DO DITTO DR DOOR SAN SANITARY DWG DRAWING SCHED SCHEDULE 8) COORDINATE WORK OF THIS PROJECT WITH WORK BEING PERFORMED UNDER OTHER CONTRACTS IN THE SAME AREA WITH BOEING CM AS REQUIRED. RECESSED —I SECT SECTION FIRE EXTINGUISHER CABINET ELEVATION DESIGNATION gra EACH SF SQUARE FOOT EJ EXPANSION JOINT SHT SHEET SURFACE MOUNTED ELEC ELECTRICAL Var-� DRAWN ON SHEET NUMBER 1 1 SLV SHORT LEG VERTICAL FIRE EXTINGUISHER CABINET ELEV ELEVATION STD STANDARD EQ EQUAL STL STEEL REFERENCED ON SHEET NUMBER HATCH SYMBOLS EWC ELECTRIC WATER COOLER SS SERVICE SINK EXISTING DIAGRAMATIC ONLY NORTH ARROW EXIST STM STORM EXP EXPANSION ST STL STAINLESS STEEL EXP JT EXPANSION JOINT SUSP SUSPENDED EXT EXTERIOR BATT INSULATION T/ TOP OF F.D. FLOOR DRAIN TEMP TEMPERED XXX ROOM NUMBER F.E. FIRE EXTINGUISHER TOP/ TOP OF ♦*••••••♦ RIGID INSULATION F & I FURNISH & INSTALL TYP TYPICAL FIN FINISH NUMBER ® DOOR '�• a CONCRETE FLR FLOOR UNLESS NOTED OTHERWISE .. UNO FDN FOUNDATION UR URINAL ® CEILING HEIGHT /////// MASONRY FPHB FROST PROOF HOSE -BIB FRT FIRE RETARDANT TREATED VCT VINYL COMPOSITION TILE FTG FOOTING VERT VERTICAL . •�.;:::..:�j:_z:,.:>::;:;r:.Y+:: GYPSUM BOARD ' . ' RC VINYL WALL COVERING WALL TYPE GA GAUGE 'o�'o,CT°oy'o�}'o,( -'o'c GRAVEL �'°� �°'°°Oo°Op'°°° °°'° GALV GALVANIZED WC WATER CLOSET GC GENERAL CONTRACTOR WD WOOD GL GLASS WH WATER HEATER �T1T1T1T1T017.0+7.lT�t01T FIRESTOPPING GWB GYPSUM 'HALL BOARD 0EQUIPMENT TYPE=•••1•••••••••••••••••_•_•_•••••► WWF WELDED WIRE FABRIC WDW WINDOW // // /// // . EARTH H HIGH W/ WITH HC HANDICAPPED HM HOLLOW METAL HORIZ HORIZONTAL HP HIGH POINT HVAC HEATING, VENTILATING, AIR CONDITIONING HW HOT WATER INSUL INSULAT(ION)(ED) INT INTERIOR JST JOIST JT JOINT �.. m► •.. r. �.,. ° . .2.; 'AM 2.0 201T, b 1 ,.. 03 REVIEWED FOR C ®DE COMPLIANCE &.,. APPROVED DEC 16 2016 • City of Tukwila BUILDING DIVISION .0'-i:RECEIVED CITY OFTUKWILA DEC 0.7 2016 PERMIT SUBMITTAL DESIGN BY AJC/JL/ROLLUDA DATE 11.23.16 PERMIT CENTER SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACTHCEPTABILITY DRAWN AJC DATE 10.03.1 s SUBTITLE GENERAL NOTES, SYMBOLS & APPREVIATIONS CURRENT REVISION — SYMBOL A DATE 11.23.16 neo AND/OR CHECKED A MFC FIELD P-8 CHEM STORAGE W2518629 RAI 07.10.15 SPECIFICATION IS APPROVED SHEET ®� ` APPROVED BY DEPT. DATE ENGINEER TITLE MFC NEW CREW SHELTER 13-112 AND 13-113 G1 glosim._,Eliv,M E •= CHECKED 13-YRD 1 �A,E�w, JOB NO. COMP APPROVED D31634-01 NO. APPROVED ARCHITECTURAL MASTER DEV. CENTER, WA DWG NO. 13-YRD-G1 APPROXIMATE- LOCATION OF, REFERENCE LIGHT POST MODIFICATION ENLARGED TOPOGRAPHIC SURVEY rTh C1 C10A ENLARGED REMOVAL PLAN rTh ENLARGED LAYOUT AND CHANNELIZATION PLAN C1 C220 LEGE D GE\ E AL \OTES C1 C1OAR gG� CO\S-RUCTIO\ \OTES REPLACE CREW SHELTERS IN STALL 77. EFHE\CE IAWI\GS 13—YRD—C290, UTILITIES SITE PLAN 13—YRD—C291, UTILITIES SITE PLAN 13—YRD—C292, UTILITIES SITE PLAN 13—YRD—C80, SITE LAYOUT PLAN 1334 N a, ENLARGED TOPOGRAPHIC SURVEY C1 ENLARGED REMOVAL PLAN C1 C11AR ENLARGED LAYOUT AND CHANNELIZATION PLAN .„ C1 C221 2 0 MT, REVIEWED FOR CODAE DEC 16 2016 COMPOSITE SITE PLA\ SCALE: 1n=80' SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE RECORD DRAWINGS 16850 SITTS 12.06.13 A MFC—NEW CREW SHELTERS -13-114 AND 13-115 31634-11 SITTS MEB 11.23.16 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN P. JONES CHECKED W. JONES ENGINEER W. JONES DATE 03.29.13 03.29.13 • City of Tukwila DING DIVISION ISSUED FOR PERMIT 80' 40' RECEIVED CITY OF TUKWILA DEC 0 7 2016 PERMIT CENTER 40' 80' 160' SCALE: 1 "=80' 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.coml Project No.: 17113 Project Mgr.: L.G.L. Proj. Engineer: W.J.J. Proj. Drafter: P.J.J. SUBTITLE COMPOSITE SITE PLAN CURRENT REVISION 31634-11 SYMBOL DATE 11.23.16 03.29.13 CHECKED W. JONES 03.29.13 APPROVED APPROVED TITLE CIVIL MFC—NEW CREW SHELTERS -13-112 AND 13-113 13-YRD DEVELOPMENT CENTER, WA SHEET C1 JOB NO. 16850 COMP NO. DWG NO. 13—YRD—C1.DWG EXTHIOALUvI\UN STAR & AvP NO3ILE CHEW SHELTH CO\STRUCTIO\ GENERAL NOTES: 1. ALL RAMPS AND STAIRS TO MEET THE ANSI A117.1 REQUIREMENTS, LATEST EDITION. 2. ALL RAMPS AND STAIRS TO BE 2015 IBC COMPLIANT 3. DOOR CLEARANCE TO BE 2015 IBC COMPLIANT 4. CONTRACTOR IS TO COMPLY WITH ALL OSHA AND STATE LABOR AND INDUSTRIES STANDARDS, AND ASSUME FULL RESPONSIBILITY AS TO THE CONDITION OF THE STRUCTURE AND RELATED SYSTEMS. 5. ALL RAMPS AND STAIRS AND PLATFORMS TO BE CONSTRUCTED OF ALUMINUM. EXTERIOR STAIRS & RAMP: 1. PLATFORMS, AND STAIRS ARE DESIGNED TO BE FREE STANDING 2. RAMP SLOPE = 1:12 MAX. 3. CROSS SLOPE - 2% MAX. 4. LIVE LOAD = 100 PSF MIN. 5. MAXIMUM STAIR RISE = 7", MINIMUM TREAD = 11" 6. RAILING: 3 LINE RAIL FOR COMPONENTS 30" OR LESS FROM GRADE TO WALKING SURFACE OR RAMP, LANDING, OR STAIR. 7. GUARDRAIL: 42" VERTICAL PICKET GUARDRAIL FOR COMPONENTS OVER 30" FROM GRADE TO WALKING SURFACE, LANDING, OR RAMP. CONFIGURATION TO NOT ALLOW PASSAGE OF 4" SPHERE ALONG GUARDRAIL. 8. HANDRAIL: GRASPABLE, CONTINUOUS AND AT 34" - 38" OFF RAMP, PLATFORM, OR STAIR NOSING; EXTEND 12" HORIZONTALLY OVER WALKING SURFACE AND RETURN TO WALL OR RAIL COLUMN. 9. TOE KICK REQUIRED. nnn PLANKING: 1. ALL STAIR TREADS AND LANDINGS SHALL BE NON -SLIP ALUMINUM PLANKING 2. RAMP: ALL PLANKING SHALL BE MINIMUM 13 GA. 3. PLATFORM: ALL PLANKING SHALL BE MINIMUM 13 GA. PLATFORM CONFIGURED TO MEET CURRENT CODES. 4. STAIRS: ALL PLANKING SHALL BE MINIMUM 11 GA. LEGS: 1. PROVIDE ADJUSTABLE LEGS FOR MEETING REQUIREMENTS OF LEVELING AT SITE. WELDING: 1. PROVIDE WELDED CONNECTIONS AT ALL NON-ADJUSTABLE COMPONENTS. 2. CONTINUOUS WELD AT ALL JOINTS & CONNECTIONS. 3. WELDING TO BE CERTIFIED BY A THIRD PARTY INSPECTOR, IN ACCORDANCE WITH ANSI/AWS D1.2 CODE. FASTENERS: 1. ASTM A325 OR STAINLESS STEEL. 2. LOCKING WASHERS UNDER ALL NUTS AND ANCHOR BOLTS , UNLESS OTHERWISE SPECIFIED 3. ALL SCREWS, STAINLESS STEEL #10 X 1 1/4" SELF TAPPING. ATTACHMENT TO STRUCTURE: 1. PROVIDE FOR ATTACHMENT TO BASE FRAME PER STRUCTURAL. 2. PROVIDE ATTACHMENT TO GRADE PER STRUCTURAL. CEILI\G PLA\ VIEW E SASE PLA\ VIEW CONTINUOUS PROTECTION TUBES FOR FORK LIFT BASE FRAME, WIDE FLANGE PER STRUCTURAL. EXTERIOR ALUMINUM RAMP AND STAIRS ATTACH TO BASE FRAME PER STRUCTURAL. FORK LIFT POCKETS, TYP. EQUREVE\TS CODE REQUIREMENTS: SIZE: MODULE HEIGHT: OCCUPANCY: TYPE OF CONSTRUCTION: SNOW LOAD: FLOOR LOAD: WIND LOAD: IMPORTEANCE FACTOR: JET BLAST DESIGN: WA ENERGY CODE: CODE: STATE SEALS: FRAME: BASE FRAME: FRAME AND EXTERIOR PAINT: STRUCTURAL STEEL FINIISH: INTERIOR CLEAR SPAN: FLOOR: UNDERCLOSURE: INSULATION: JOISTS: DECKING: UNDERLAYMENT: COVERING: BASE TRIM: EXTERIOR WALL: STUDS: INTERIOR GWB: INTERIOR FINISH: 29'-0" 12'X30' 12'-0" MAX, ABOVE FINISHED GRADE B OFFICE ALL METAL CONSTRUCTION 25 PSF FLOOR LIVE LOAD 50 PSF UNIFORM LOAD OR 2,000 LBS CONCENTRATED LOAD, WHICHEVER PRODUCES GREATER EFFECT. 85 MPH - EXPOSURE C, MIN. 20 PSF UPLIFT FORCE 1.0 100 MPH WASHINGTON STATE ENERGY CODE, LASTEST VERSION ZONE I 2015 IBC, WAC 51-50 AS ADOPTED AND COMPLIANCE WITH CITY OF TUKWILA CODE. WA GOLD PROVIDE W8 WF GALVANAIZED CONTINUOUS BASE, (OR PER STRUCTURAL) WITH PAINT FINISH AND FORK LIFTING PROTECTION TUBES AT APPROPRIATE PICK LOCATIONS. FICK LOCATIONS TO BE FRONT AND BACK OF UNIT. FRAME SHALL BE ATTACHED TO CONCRETE TARMAC PER STRUCTURAL. TNEMEC SERIES, 115 UNIBOND FIRST COAT, 1029 ENDURATONE TOP COAT PER MFR RECOMMENDED PREP AND FINISH. ALL STRUCTURAL STEEL SURFACES OTHER THAT BASE FRAME SHALL BE PREPARED PER SSPC SP -3 AND RECEIVE ONE SHOP COAT OF CORROSION INHIBITING PRIMER. NO INTERIOR COLUMNS ALLOWED. NON-COMBUSTIBLE PANELS - METAL PER ENERGY CODE NON-COMBUSTIBLE CONSTRUCTION NON-COMBUSTIBLE CONSTRUCTION PROVIDE AND PREPARE PER CARPET MFR RECOMMENDATIONS CARPET TILE LEE'S EMERGING LIGHTS, 24" X 24", #GT157 MOON GLOW TYPICAL 4" RUBBER BASE ROPPE #193 BROWN/BLACK TYPICAL 18 GA 6" METAL STUDS © 16" 0.C. AND TOP & BOTTOM TRACKS 5/8" TYPE "X" GWB VINYL WRAPPED SHEETROCK COLOR: LT 402 COOL WHITE 17'-6" WORK SURFACE 30X60 ®YORK SURFACE 30X60 EQUIRED ADA SPACE CLEARENCE ATDOOR 60' DEEP WITH 18' AT LATCH SIDE RAMP UP INSULATION: SIDING: TRIM: FINISH: ROOF/CEILING: FRAMING: CEILING: CEILING HEIGHT: INSULATION: ROOFING: OVERHANG: FASCIA: VENTING: GUTTERS/D.S.: DOORS: (2) EXTERIOR DOORS: HARDWARE AT EACH DOOR: KEYING: WINDOWS: (3) SIZE: COLOR: GLASS: FIXED GLASS: OPERABLE GLASS: HARDWARE: SASH: SCREEN: MATERIAL: SHIP: INSTALL. ACC.: DEPTH: BUILT INS: COUNTERS: WORKSURFACE: SOLID SURFACING: MISC.: (2) FIRE EXT. CAB: CONTINUOUS INSULATION AS REQUIRED PER WASHINGTON ENERGY CODE. 24 GAUGE G-60 PREFINISHED METAL SIDING MATCH SIDING EXTERIOR COLORS TO MATCH EXITING CREW SHELTERS, SUBMIT COLORS FOR APPROVAL. BASIS OF DESIGN: OCEAN BLUE (35) 3:12 PITCH SUSPENDED ACOUSTICAL CEILING TILE (24X48 FISSURED VINYL FACED) 7'-11" MIN. FINSH CEILING HGT R-38 SPRAY -ON INSULATION (NO VENTILATION AT ROOF SPACE) PROVIDE THERMAL BREAK COATING AS REQUIRED PER CODE. 24 GAUGE CONSEALED FASTENER METAL ROOFING - ASC SKYLINE 12" ROOFING PANELS WITH #10-12X1" FASTENERS AT 6" 0.0. ALONG CONSEALED FLANGE OR APPROVED EQUAL 12" ALL FOUR SIDES FULLY ENCLOSED SOFFIT, WITH PRE FINISHED' SHEET METAL, FULLY SECURED IN PLACE. METAL FASCIA TO MATCH ROOFING NO VENTILATION AT ROOF PROVIDE PRE -FINISHED GUTTER AND DOWNSPOUTS FASTENED AT TOP AND BOTTOM AND 2'-0" 0.0. COLOR: TO MATCH ROOFING 3'-0" X 7'=0"X 1 3/4" METAL INSULATED FLUSH DOOR GRADE 2, 16 GUAGE WITH VIEW LITE AND WELDED HM FRAME. DOOR AND FRAME SHALL BE FACTORY PRIMED AND PAINTED. VIEW LITE TO BE NOMINAL 4" X 25" WITH INSULATED LAMIMATED GLAZING. DOOR SHALL MEET ENERGY CODE REQUIREMENTS (MIN U = .60). COLOR: COOL WHITE. LOCKSET: UNICAN 1021 -M -26D LEVER PUSH BUTTON LOCKSET TO RECEIVE "YALE 1210" 6 PIN CYLINDERS BY BOEING CLOSER: NORTON 7500BF KICKPLATE: 10" X34" STAINLESS STEEL EACH SIDE. HINGES: STANLEY FBB179 4 1/2" X 4 ��" US26D NRP EXTERIOR DRIP: PEMKO #3460 - 3" DRIP AT TOP OF FRAME GASKETS: FULLY WEATHER STRIP, INCLUDE SEAL AT THRESHOLD CYLINDER KEYING BY BOEING 36" X 30" HORIZONTAL SLIDER, QUAKER 7000 SERIES 3Y4" EMERGE (E303) SERIES OR APPROVED EQUAL. WHITE ANODIZED CUSTOM, ARGON FILLED LOWE SUPER NEUTRAL 68 -Y4 - STND/LAMI CLEAR - 030 - Y, TEMPERED STRENGTH, EXTERIOR LOWE SUPER NEUTRAL 68 Y4 - STND/LAMI CLEAR - 030 - Y, TEMPERED, STRENGTH, EXTERIOR WHITE SWEEP LOCK HALF SCREEN ALUMINUM MESH SCREEN WITH PRODUCT NAILING FIN 3Y4" FRAME DEPTH '.t' 2 0 MT. 24" AND 30" DEEP SOLID SURFACE COUNTER WITH* BACKSPLASH AT 42" A.F.F. OVER 1" CDX PLYWOOD FIRE TREATED WITH STEEL WALL BRACKETS AT 4'-0" 0.C. MAX. PROVIDE FOR 100 LB CAPACITY PER S.F. PROVIDE 3" GROMMETS © 24" 0.0. 30" DEEP SOLID SURFACE COUNTER AT 30" A.F.F. OVER 1" CDX PLYWOOD FIRE TREATED WITH STEEL WALL BRACKETS AT 4'-0" 0.C. MAX. PROVIDE FOR 100 LB CAPACITY PER S.F. PROVIDE 30" ADJUSTABLE LEG AT EACH OUTSIDE CORNER BASIS OF DESIGN: KATRINA 3" ROUND BLACK STEEL LEG CORION GLACIER WHITE. CLIP BOARD HANG RAIL MOUNTED .AT 76" SHIPPED LOOSE WITH WALL MOUNT HOOK blb0333 LEGE \ D GE\RAL \OTES 1. MODULAR BUILDING SHALL BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIALS. ANY MISCELLANEOUS WALL BLOCKING SHALL BE LIGHT GAGE STEEL. 2. EXTERIOR MAXIMUM ROOF RIDGE HEIGHT: 12'-0" 3. INSULATION: CONFORM TO THE STATE OF WASHINGTON ENERGY CODE. 4. JET BLAST EFFECT: ALL STRUCTURAL MEMBERS AND COMPONENTS TO BE DESIGNED TO WITHSTAND JET BLAST EFFECT EFEH\CE NAWI \GS CO\STUCTIO\ \OTES CEILING T -BAR GRID AND CEILING TILES. FOR GRID INSTALLATION, SEE SHEET 1A500. INTERIOR VINYL WALL COVERING, TYP. WRAPPED GWB THROUGHOUT. EXTERIOR ALUMINUM STAIRS AND RAMP. DESIGN BUILD, PROVIDE SUBMITTAL FOR APPROVAL. GUTTERS AND DOWNSPOUTS: PROVIDE FACTORY PREFINISHED GUTTERS, DOWNSPOUTS, AND MOUNTING HARDWARE PER CONSTRUCTION REQUIREMENTS. CARPET AND UNDERLAYMENT PER CONSTRUCTION REQUIREMENTS. / ALUMINUM SLIDING WINDOWS PER CONSTRUCTION REQUIREMENTS. WIDE FLANGE FRAME, GALVANIZED STEEL WITH PAINTED FINISH AT ALL EXPOSED SURFACES PER CONSTRUCTION REQUIREMENTS. LIGHTING, TYPICAL. SEE ELECTRICAL DRAWINGS. HVAC EQUIPMENT PER CONSTRUCTION REQUIREMENTS. 10 NOT USED. ATTACHMENT OF RAMP AND STAIR TO BASE FRAME PER STRUCTURAL, TYP. FILING CABINET (FC), FURNISHED BY OWNER, TYP. 2'-6" X 5'-0" WORK SURFACE 30" A.F.F. MOUNTS TO WALL WITH 3" METAL LEG AT EACH OUTSIDE CORNER. 30" DEEP X 6'-0" COUNTER WITH 4" RADIUS CORNERS, PER CONSTRUCTION REQUIREMENTS. 24" DEEP CONTINUOUS COUNTER WITH 4" RADIUS CORNERS PER CONSTRUCTION REQUIREMENTS. (3) ARTICULATED KEYBOARD TRAYS BY OWNER. WALL MOUNTED ARTICULATING DISPLAY SUPPORT BASIS OF DESIGN: TRIPP LITE DWM1327SP SWIVEL/TILT WALL MOUNT W/SCREEN ADJUSTMENT. WALL MOUNTED COAT HOOK WITH (4) HOOKS. REVIEWED FOR CODE COMPLIANCE r PPROVED DEC 162016 City of Tukwila BUILDING DIVISION PERMIT SUBMITTAL DESIGN BY ACJ/JL/ROLLUDA DATE 11.23.16 4' 2' RECEIVED CITY OF TUKWILA DEC 0 7 2016 0 PERMIT CENTER 2' 4' 8' SCALE: 1/4"=1'-0" rolluda architects 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 13-112 MILITARY FLIGHT CENTER CREW SHELTERS RAI 10.03.16 Q� OE/NG° o-- 8G1EaFW IA tN ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE CHECKED SUBTITLE FLOOR PLAN & REFLECTED CEILING PLAN CURRENT REVISION SYMBOL° SIG DATE 11.23.16 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE BUILDING 13-112 ARCHITECTURAL MASTER COL. A -D/1-4 TUKWILA, WA SHEET 1A10 JOB NO. COMP NO. DWG NO. 13-112-1A10 SOBRIEN: 12/22/2008 5:16:00 PM 0 1 EAST ELEVATIO\ VIEW SCALE: 1/4"=1'-0" n WEST ELEVATIO\ VIEW 2 SCALE: 1/4"=1'-0" SPRAY—ON INSULATION, NO VENTILATION ALLOWED STAIR & RAMP CONNECTION TO FRAME PER STRUCTURAL. CLOSURE PANEL AT UNDERSIDE OF FRAMING WEST SECTIO \ VIEW SCALE: 1/4"=1'-0" 12'-0" MAX 7'-11" MIN. INTERIOR CEILING HEIGHT AFF INSULATED FLOOR GRADE CONNECTION AT GRADE PER STRUCTURE STEEL BASE FRAME 5 ECONOMIZER \ 0 STH ELEVATIO\ VIEW SCALE: 1 /4' =1'-0" 4'-9" 12' MAX ilk HEIGHT --r%� ( 31/11-3 9 / gibov`�, �r ecce Gw Si Gt-y ec,Gk s (Pl e.. I1c rtie If " bv,(1A rvuk GRADE SOUTH ELEVATIO\ 5 SCALE: 1 /4"=1 —0" 42" A VIEW CONTINUOUS BACKING © COUNTER C6) I\TR1M ELEVATIO\ SCALE 1/4"=1'-0 SCALE 1/4"=1'-0" 2'-0" 2'—O" LEGE\D GE\E�AL \ TES 1. MODULAR BUILDING AND EXTERIOR SURFACES TO BE CONSTRUCTED OF NON—COMBUSTIBLE MATERIALS. ALL EXPOSED SURFACES SHALL BE FACTORY PRE—FINISHED. 2. SEE SHEET 1A10 FOR CONSTRUCTION REQUIREMENTS. EFE 'E\CE IAWI\GS CO STS U CTI O \CIES STEEL BASE TO BE GALVANIZED AND DESIGNED WITH FORK LIFT POCKETS SO STRUCTURE CAN BE LIFTED AND MOVED. POCKETS ACCESSIBLE ON BOTH SIDES. EXTERIOR ALUMINUM STAIRS AND RAMP. DESIGN BUILD, PROVIDE SUBMITTAL FOR APPROVAL. GUTTERS AND DOWNSPOUTS: PROVIDE FACTORY PREFINISHED GUTTERS, DOWNSPOUTS, AND MOUNTING HARDWARE, PER CONSTRUCTION REQUIREMENTS. LIGHTING PER ELECTRICAL, TYPICAL. HVAC EQUIPMENT PER MECHANICAL. BACKING AT MONITOR MOUNT \TE�10� ELEVATIO\ SCALE 1/4"=1'-0" bt}O 0333 PERMIT SUBMITTAL DESIGN BY AJC/JL/ROLLUDA DATE 11.23.16 REVIEWED FOR CODE COMPLIANCE APP i OVED DEC 16 216 City of Tukwila BUILDING DIVISION 1 JUN 2 0 V1T, RECEIVED CITY OF TUKWILA DEC 012 2016 PERMIT CENTER 4' 2' 0 2' 4' 8' SCALE: 1 /4"=1'-0" rolluda architects 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 13-112 MILITARY FLIGHT CENTER CREW SHELTERS RAI 10.03.16 Q� BOE/NGS D' - EWE OF1w IW I ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE CHECKED SUBTITLE ELEVATIONS CURRENT REVISION SYMBOLO SIG DATE 11.23.16 APPROVED BY DEPT. DATE ENCINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 13-112 COL. A—D/1-4 SHEET 1 A6 0 12/22/2008 5:16:00 PM JOB NO. D31634-01 COMP NO. TUKWILA, WA DWG N0. 13-112-1A60 ITEM PENETRATING CEILING, SUPPORTED AND SEISMICALLY BRACED INDEPENDENT OF CEILING TYPICAL DETAIL I IIA NNNNNNNNNNNNAIOINNNN 24" BACKING ABOVE & BELOW COUNTER 5" BACKSPLASH, OR ADJUST LOWER FOR FIELD CONDITIONS. PROVIDE CONTINUOUS SEALANT. 42" COUNTER HEIGHT SOLID SURFACE SKIRT TO MATCH COUNTERTOP SOLID SURFACE COUNTERTOP OVER 1" CDX PLYWOOD W/ 1i" SOLID SURFACE EDGE PROVIDE METAL BRACKETS © 4'-0" O.C. ATTACH TO STRUCTURE. SLACK 12 GA. WIRE AT EACH END OF FIXTURE TYPICAL CEILING GRID HANGER WIRES PROVIDED 12 GA. HANGER WIRE TO CEILING GRID MAIN BEAM AT EACH CORNER OF THE FIXTURE, TYP. 4, WITH EACH WIRE MAXIMUM 3" FROM FIXTURE MECHANICAL OR ELECTRICAL FIXTURE ATTACHED TO CEILING GRID ACOUSTICAL CEILING PANEL PROVIDE ESCUTCHEON ATTACHED TO ITEM AT SHALL CEILI\G PE\ERATIO\ 3 SCALE: 1' = 1'-0" SOLID SUPFACE COU\TE DETAIL SCALE: 1" = 1'-0" CEILING GRID MANUFACTURER'S 2" WALL MOLDING POP—RIVET ATTACHMENT 8" MAX. HANGER WIRE GENERIC OPTION 1 CEILI\G G 4 SCALE: 1" = 1'-0" SID ATTACHED CEILING GRID MANUFACTURER'S STANDARD WALL MOLDING CEILING GRID MANUFACTURER'S APPROVED SEISMIC ATTACHMENT CLIP re MAX. 7/8" HANGER WIRE PROPRIETARY OPTION 2 EDGE DETAIL 4'-0" LONG HEAVY DUTY WALL STANCHION ATTACH TO STRUCTURE SOLID SURFACE COUNTERTOP OVER 1" PLYWOOD W/ 1i" SOLID SURFACE EDGE 30" COUNTER HEIGHT CONTINUOUS SUPPORT BLOCK 3" ADJUSTABLE LEG AT THE OUTSIDE CORNER OF EACH LOWER WORKSURFACE PROVIDE HEAVY DUTY, ADJUSTABLE BRACKETS CSOLD SUFACE WO 1 SCALE: STABILIZER BAR, OR OTHER CEILING GRID MANUFACTURER APPROVED SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. CEILING GRID MANUFACTURER'S 2" WALL MOLDING 3/4" < SURFACE DETAIL `',8" MAX GENERIC OPTION 1 HANGER WIRE 3/ CEILING GRID MANUFACTURER'S UNRESTRAINED ATTACHMENT CLIP APPROVED FOR SEISMICALLY UNATTACHED END OF CEILING GRID MEMBERS CEILING GRID MANUFACTURER'S STANDARD WALL MOLDING MAX. 7/8 PROPRIETARY OPTION 2 HANGER WIRE CEILI\G U\ATTACHED EDGE SCALE: 1" = 1'-0" DETAIL b( b LEGE\D GE\EAL \ OTES CO STR U CTI O \ \OTES 2'-6" X 5'-0" ADJUSTABLE WORK SURFACE 30" A.F.F. MOUNTS TO WALL. 30" DEEP X 6'-0" COUNTER WITH 4" RADIUS CORNERS, PER CONSTRUCTION REQUIREMENTS. 24" DEEP CONTINUOUS COUNTER WITH 4" RADIUS CORNERS PER CONSTRUCTION REQUIREMENTS. EFEE\CE REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2016 City of Tukwila BUILDING DIVISION 0333 PERMIT SUBMITTAL DESIGN BY AJC/JL/ROLLUDA DATE 11.23.16 • RECEIVED CITY OF TUKWILA DEC 0 7 2016 PrIT ENTER 8, SCALE: 1/4"=1'-0" rolluda architects 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 13-112 MILITARY FLIGHT CENTER CREW SHELTERS RAI 10.03.16 eLm..Eiziwr ° BFA1E CF WA91ION ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE CHECKED SUBTITLE DETAILS CURRENT REVISION SYMBOL() SIG DATE 11.23.16 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE BUILDING 13-112 ARCHITECTURAL MASTER COL. A—D/1-4 TUKWILA, WA SHEET 1A500 12/22/2008 5:16:00 PM JOB NO. D31634-01 COMP NO. DWG No. 13-112-1A500 w m 0 EXTR1N ALUVI\UN STAR & A\AP GENERAL NOTES: 1. ALL RAMPS AND STAIRS TO MEET THE ANSI A117.1 REQUIREMENTS, LATEST EDITION. 2. ALL RAMPS AND STAIRS TO BE 2015 IBC COMPLIANT 3. DOOR CLEARANCE TO BE 2015 IBC COMPLIANT 4. CONTRACTOR IS TO COMPLY WITH ALL OSHA AND STATE LABOR AND INDUSTRIES STANDARDS, AND ASSUME FULL RESPONSIBILITY AS TO THE CONDITION OF THE STRUCTURE AND RELATED SYSTEMS. 5. ALL RAMPS AND STAIRS AND PLATFORMS TO BE CONSTRUCTED OF ALUMINUM. EXTERIOR STAIRS & RAMP: 1. PLATFORMS, AND STAIRS ARE DESIGNED TO BE FREE STANDING 2. RAMP SLOPE = 1:12 MAX. 3. CROSS SLOPE - 2% MAX. 4. LIVE LOAD = 100 PSF MIN. 5. MAXIMUM STAIR RISE = 7", MINIMUM TREAD = 11" 6. RAILING: 3 LINE RAIL FOR COMPONENTS 30" OR LESS FROM GRADE TO WALKING SURFACE OR RAMP, LANDING, OR STAIR. 7. GUARDRAIL: 42" VERTICAL PICKET GUARDRAIL FOR COMPONENTS OVER 30" FROM GRADE TO WALKING SURFACE, LANDING, OR RAMP. CONFIGURATION TO NOT ALLOW PASSAGE OF 4" SPHERE ALONG GUARDRAIL. 8. HANDRAIL: GRASPABLE, CONTINUOUS AND AT 34" - 38" OFF RAMP, PLATFORM, OR STAIR NOSING; EXTEND 12" HORIZONTALLY OVER WALKING SURFACE AND RETURN TO WALL OR RAIL COLUMN. 9. TOE KICK REQUIRED. nnn PLANKING: 1. ALL STAIR TREADS AND LANDINGS SHALL BE NON -SLIP ALUMINUM PLANKING 2. RAMP: ALL PLANKING SHALL BE MINIMUM 13 GA. 3. PLATFORM: ALL PLANKING SHALL BE MINIMUM 13 GA. PLATFORM CONFIGURED TO MEET CURRENT CODES. 4. STAIRS: ALL PLANKING SHALL BE MINIMUM 11 GA. LEGS: 1. PROVIDE ADJUSTABLE LEGS FOR MEETING REQUIREMENTS OF LEVELING AT SITE. WELDING: 1. PROVIDE WELDED CONNECTIONS AT ALL NON-ADJUSTABLE COMPONENTS. 2. CONTINUOUS WELD AT ALL JOINTS & CONNECTIONS. 3. WELDING TO BE CERTIFIED BY A THIRD PARTY INSPECTOR, IN ACCORDANCE WITH ANSI/AWS D1.2 CODE. FASTENERS: 1. ASTM A325 OR STAINLESS STEEL. 2. LOCKING WASHERS UNDER ALL NUTS AND ANCHOR BOLTS , UNLESS OTHERWISE SPECIFIED 3. ALL SCREWS, STAINLESS STEEL #10 X 1 1/4" SELF TAPPING. ATTACHMENT TO STRUCTURE: 1. PROVIDE FOR ATTACHMENT TO BASE FRAME PER STRUCTURAL. 2. PROVIDE ATTACHMENT TO GRADE PER STRUCTURAL. O () O DEFLECTED CEILI\G PLA\ VIEW 7 RAVE 3AS E PLA\ VIEW 3 SCALE: 1/4"=1'-0" CONTINUOUS PROTECTION TUBES FOR FORK LIFT BASE FRAME, WIDE FLANGE PER STRUCTURAL. EXTERIOR ALUMINUM RAMP AND STAIRS ATTACH TO BASE FRAME PER STRUCTURAL. FORK LIFT POCKETS, TYP. VO3ILE CHEW SHELTER CO\ STUCTIO\ .EQUHE VE\ TS CODE REQUIREMENTS: SIZE: MODULE HEIGHT: OCCUPANCY: TYPE OF CONSTRUCTION: SNOW LOAD: FLOOR LOAD: WIND LOAD: IMPORTEANCE FACTOR: JET BLAST DESIGN: WA ENERGY CODE: CODE: STATE SEALS: FRAME: BASE FRAME: FRAME AND EXTERIOR PAINT: STRUCTURAL STEEL FINIISH: INTERIOR CLEAR SPAN: FLOOR: UNDERCLOSURE: INSULATION: JOISTS: DECKING: UNDERLAYMENT: COVERING: BASE TRIM: EXTERIOR WALL: STUDS: INTERIOR GWB: INTERIOR FINISH: 9'_0„ 12'X29' 12'-0" MAX, ABOVE FINISHED GRADE B OFFICE ALL METAL CONSTRUCTION 25 PSF FLOOR LIVE LOAD 50 PSF UNIFORM LOAD OR 2,000 LBS CONCENTRATED LOAD, WHICHEVER PRODUCES GREATER EFFECT. 85 MPH - EXPOSURE C, MIN. 20 PSF UPLIFT FORCE 1.0 100 MPH WASHINGTON STATE ENERGY CODE, LASTEST VERSION ZONE I 2015 IBC, WAC 51-50 AS ADOPTED AND COMPLIANCE WITH CITY OF TUKWILA CODE. WA GOLD PROVIDE W8 WF GALVANAIZED CONTINUOUS BASE, (OR PER STRUCTURAL) WITH PAINT FINISH AND FORK LIFTING PROTECTION TUBES AT APPROPRIATE PICK LOCATIONS. PICK LOCATIONS TO BE FRONT AND BACK OF UNIT. TNEMEC SERIES, 115 UNIBOND FIRST COAT, 1029 ENDURATONE TOP COAT PER MFR RECOMMENDED PREP AND FINISH. ALL STRUCTURAL STEEL SURFACES OTHER THAT BASE FRAME SHALL BE PREPARED PER SSPC SP -3 AND RECEIVE ONE SHOP COAT OF CORROSION INHIBITING PRIMER. NO INTERIOR COLUMNS ALLOWED. NON-COMBUSTIBLE PANELS - METAL. PER ENERGY CODE NON-COMBUSTIBLE CONSTRUCTION NON-COMBUSTIBLE CONSTRUCTION PROVIDE AND PREPARE PER CARPET MFR RECOMMENDATIONS CARPET TILE LEE'S EMERGING LIGHTS, 24" X 24", #GT157 MOON GLOW TYPICAL 4" RUBBER BASE ROPPE #193 BROWN/BLACK TYPICAL 18 GA 6" METAL STUDS © 16" O.C. AND TOP & BOTTOM TRACKS 5/8" TYPE "X" GWB VINYL WRAPPED SHEETROCK COLOR: LT 402 COOL WHITE 17'-6" J FC T WORK SURFACE 030X60 2 1A500 FC FC 17 VVORK SURFACE 30X60 8 RAMP UP REQUIRED ADA SPACE CLEARENCE ATD❑❑R 60' DEEP WITH 18' AT LATCH SIDE 11 INSULATION: SIDING: TRIM: FINISH: ROOF/CEILING: FRAMING: CEILING: CEILING HEIGHT: INSULATION: ROOFING: OVERHANG: FINISH: VENTING: GUTTERS/D.S.: DOORS: (2) EXTERIOR DOORS: HARDWARE AT EACH DOOR: KEYING: WINDOWS: (3) SIZE: COLOR: GLASS: FIXED GLASS: OPERABLE GLASS: HARDWARE: COLOR: SCREEN: MATERIAL: SHIP: INSTALL. ACC.: DEPTH: BUILT INS: COUNTERS: WORKSURFACE: SOLID SURFACING: MISC.: (2) FIRE EXT. CAB: CONTINUOUS INSULATION AS REQUIRED PER WASHINGTON ENERGY CODE. 24 GAUGE G-60 PREFINISHED METAL SIDING MATCH SIDING EXTERIOR COLORS TO MATCH EXISTING CREW SHELTERS, SUBMIT COLORS FOR APPROVAL. BASIS OF DESIGN: OCEAN BLUE (35) 3:12 PITCH SUSPENDED ACOUSTICAL CEILING TILE (24X48 FISSURED VINYL FACED) 7'-11" MIN. FINSH CEILING HGT R-38 SPRAY -ON INSULATION (NO VENTILATION AT ROOF SPACE) PROVIDE THERMAL BREAK COATING AS REQUIRED PER CODE. 24 GAUGE CONSEALED FASTENER METAL ROOFING - ASC SKYLINE 12" ROOFING PANELS WITH #10-12X1" FASTENERS AT 6" O.C. ALONG CONSEALED FLANGE OR APPROVED EQUAL 12" ALL FOUR SIDES - FULLY ENCLOSED SOFFIT, WITH PRE FINISHED SHEET METAL, FULLY SECURED IN PLACE. METAL FASCIA TO MATCH ROOFING NO VENTILATION AT ROOF PROVIDE PRE -FINISHED GUTTER AND DOWNSPOUTS FASTENED AT TOP AND BOTTOM AND 2'-0" O.C. COLOR : TO MATCH ROOFING 3'-0" X 7'-0"X 1 3/4" METAL INSULATED FLUSH DOOR GRADE 2, 16 GUAGE WITH VIEW LITE AND WELDED HM FRAME. DOOR AND FRAME SHALL BE FACTORY PRIMED AND PAINTED. VIEW LITE TO BE NOMINAL 4" X 25" WITH INSULATED LAMIMATED GLAZING. DOOR SHALL MEET ENERGY CODE REQUIREMENTS. (MIN U = .60) COLOR: COOL WHITE. LOCKSET: UNICAN 1021 -M -26D LEVER PUSH BUTTON LOCKSET TO RECEIVE "YALE 1210" 6 PIN CYLINDERS BY BOEING COLOR : NORTON 7500BF KICKPLATE: 10" X34" STAINLESS STEEL EACH SIDE. STANLEY FBB179 4 1" X 4 1/" US26D NRP EXTERIOR DRIP: PEMKO #346C - 3" DRIP AT TOP OF FRAME GASKETS: FULLY WEATHER STRIP, INCLUDE SEAL AT THRESHOLD CYLINDER KEYING BY BOEING 36" X 30" HORIZONTAL SLIDER, QUAKER 7000 SERIES 3Y4" EMERGE (E303) SERIES OR APPROVED EQUAL. WHITE ANODIZED CUSTOM, ARGON FILLED LOWE SUPER NEUTRAL 68 Y - STND/LAMI CLEAR - 030 - Y4, TEMPERED STRENGTH, EXTERIOR LOWE SUPER NEUTRAL 68 -Y4 - STND/LAMI CLEAR - 030 - Y, TEMPERED STRENGTH,¢,��11( 1QR WHITE SWEEP LOCK HALF SCREEN ALUMINUM MESH SCREEN WITH PRODUCT NAILING FIN 334" FRAME DEPTH LEGE\I GE\E SAL \CTES 1. MODULAR BUILDING SHALL BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIALS. ANY MISCELLANEOUS WALL BLOCKING SHALL BE LIGHT GAGE STEEL. 2. EXTERIOR MAXIMUM ROOF RIDGE HEIGHT: 12'-0" 3. INSULATION: CONFORM TO THE STATE OF WASHINGTON ENERGY CODE. 4. JET BLAST EFFECT: ALL STRUCTURAL MEMBERS AND COMPONENTS TO BE DESIGNED TO WITHSTAND JET BLAST EFFECT FELE\CE D AWI\GS CC \ STR U CTI O \ \OTES CEILING T -BAR GRID AND CEILING TILES. FOR GRID INSTALLATION, SEE SHEET 1A500. INTERIOR VINYL WALL COVERING, TYP. WRAPPED GWB THROUGHOUT. EXTERIOR ALUMINUM STAIRS AND RAMP. DESIGN BUILD, PROVIDE SUBMITTAL FOR APPROVAL. GUTTERS AND DOWNSPOUTS: PROVIDE FACTORY PREFINISHED GUTTERS, DOWNSPOUTS, AND MOUNTING HARDWARE PER CONSTRUCTION REQUIREMENTS. CARPET AND UNDERLAYMENT PER CONSTRUCTION REQUIREMENTS. 6 ALUMINUM SLIDING WINDOWS PER CONSTRUCTION REQUIREMENTS. WIDE FLANGE FRAME, GALVANIZED STEEL WITH PAINTED FINISH AT ALL EXPOSED SURFACES PER CONSTRUCTION REQUIREMENTS. LIGHTING, TYPICAL. SEE ELECTRICAL DRAWINGS. HVAC EQUIPMENT PER CONSTRUCTION REQUIREMENTS. 10 NOT USED. 'JUh 20 2917 24" AND 30" DEEP SOLID SURFACE COUNTER WITH BACKSPLASH AT 42" A.F.F. OVER 1" CDX PLYWOOD FIRE TREATED WITH STEEL WALL BRACKETS AT 4'-0" O.C. MAX. PROVIDE FOR 100 LB CAPACITY PER S.F. PROVIDE 3" GROMMETS © 24" O.C. 30" DEEP SOLID SURFACE COUNTER AT 30" A.F.F. OVER 1" CDX PLYWOOD FIRE TREATED WITH STEEL WALL BRACKETS AT 4'-0" O.C. MAX. PROVIDE FOR 100 LB CAPACITY PER S.F. PROVIDE 30" ADJUSTABLE LEG AT EACH OUTSIDE CORNER. BASIS OF DESIGN: KATRINA 3" ROUND BLACK STEEL LEG. CORION GLACIER WHITE. CLIP BOARD HANG RAIL MOUNTED AT 76" SHIPPED LOOSE. WITH WALL MOUNT HOOK bO?33 ATTACHMENT OF RAMP AND STAIR TO BASE FRAME PER STRUCTURAL, TYP. FILING CABINET (FC), FURNISHED BY OWNER, TYP. 2'-6" X 5'-0" WORK SURFACE 30" A.F.F. MOUNTS TO WALL WITH 3" METAL LEG AT EACH OUTSIDE CORNER. 30" DEEP X 6'-0" COUNTER WITH 4" RADIUS CORNERS, PER CONSTRUCTION REQUIREMENTS. 24" DEEP CONTINUOUS COUNTER WITH 4" RADIUS CORNERS PER CONSTRUCTION REQUIREMENTS. 16 (3) ARTICULATED KEYBOARD TRAYS BY OWNER WALL MOUNTED ARTICULATING DISPLAY SUPPORT BASIS OF DESIGN: TRIPP LITE DWM1327SP SWIVEL/TILT WALL MOUNT W/SCREEN ADJUSTMENT. WALL MOUNTED COAT HOOK WITH (4) HOOKS. REVIEWED FOR CODE COMPLIANCE PPROVED DEC 16 2016 City of Tukwila BUILDING DIVISION PERMIT SUBMITTAL DESIGN BY AJC/JL/ROLLUDA DATE 11.23.16 RECEIVED CITY OF TUKWILA DEC 0 7 2016 PERMIT CENTER 4' 2' 0 2' 4' 8' SCALE: 1 /4"=1'-0" rolluda architects 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 13-114 MILITARY FLIGHT CENTER CREW SHELTERS RAI 10.03.16 eLmmEermr”e 8U1EOFMIA Ifl1CN ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE CHECKED SUBTITLE FLOOR PLAN & REFLECTED CEILING PLAN CURRENT REVISION SYMBOL() SIG DATE 11.23.16 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 13-113 COL. A -D/1-4 SHEET 1A10 JOB NO. COMP NO. TUKWILA, WA DWG NO. 13-113-1A10 12/22/2008 5:16:00 PM w 0 EAST ELEVATIO\ VIEW SCALE: 1/4 '=1' -0" WEST ELEVATIO i SCALE: 1/4"=1'-0" SPRAY -ON INSULATION, NO VENTILATION ALLOWED STAIR & RAMP CONNECTION TO FRAME PER STRUCTURAL. REVISION CLOSURE PANEL AT UNDERSIDE OF FRAMING 1 \ VIEW C3WEST SECTIO\ VIEW SCALE: 1/4"=1'-0" BY APPROVED DATE SYM 12'-0" MAX 7'-11" MIN. INTERIOR CEILING HEIGHT AFF INSULATED FLOOR GRADE CONNECTION AT GRADE PER STRUCTURE STEEL BASE FRAME REVISION BY APPROVED DATE 13-112 MILITARY FLIGHT CENTER CREW SHELTERS RAI 10.03.16 5 ECONOMIZER c4) \RUTH ELEVATIO VIEW 4.-9 12' MAX Akik HEIGHT ggir GRADE SCALE: 1/4' =1'-0" SOUTH ELEVATIO\ VIEW SCALE: 1/4'=1 -0" 42" n r CONTINUOUS BACKING ® COUNTER N � 0 I INTEL I O. ELEVATIO\ SCALE 1/4"=1'-0" el_m.Rarimr” 8U7E of WA9WION ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE CHECKED SUBTITLE 2'-O" 2'-O" LEGE\D GE\ HAL \OTES 1. MODULAR BUILDING AND EXTERIOR SURFACES TO BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIALS. ALL EXPOSED SURFACES SHALL BE FACTORY PRE -FINISHED. SEE SHEET 1A10 FOR CONSTRUCTION REQUIREMENTS. EFHE\CE HAWI\GS CO \SRUCTIO\ \OYES STEEL BASE TO BE GALVANIZED AND DESIGNED WITH FORK LIFT POCKETS SO STRUCTURE CAN BE LIFTED AND MOVED. POCKETS ACCESSIBLE ON BOTH SIDES. EXTERIOR ALUMINUM STAIRS AND RAMP. DESIGN BUILD, PROVIDE SUBMITTAL FOR APPROVAL. GUTTERS AND DOWNSPOUTS: PROVIDE FACTORY PREFINISHED GUTTERS, DOWNSPOUTS, AND MOUNTING HARDWARE, PER CONSTRUCTION REQUIREMENTS. LIGHTING PER ELECTRICAL, TYPICAL. HVAC EQUIPMENT PER MECHANICAL. BACKING AT MONITOR MOUNT I\TENOR ELEVATIO\ SCALE 1/4"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2n16 Citi{ of Tukwila BUILDING DIVISION PERMIT SUBMITTAL DESIGN BY AJC/JL/ROLLUDA DATE 11.23.16 ELEVATIONS `JUN 0 II RECEIVED CITY OF TUKWILA DEC 0.7 2016 PERMIT CENTER 0 2' 4' 8' SCALE: 1/4"=1'-0" CURRENT REVISION rolluda architects 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 SYMBOL0 GDATE 11.23.16 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 13-113 COL. A -D/1-4 SHEET 1 A6 0 12/22/2008 5:16:00 PM JOB NO. D31634-01 COMP NO. TUKWILA, WA DWG N0. 13-113-1A60 w O ITEM PENETRATING CEILING, SUPPORTED AND SEISMICALLY BRACED INDEPENDENT OF CEILING AAAAAIAIAAAAAAAAAAAAAA 0 SLACK 12 GA. WIRE AT EACH END OF FIXTURE TYPICAL CEILING GRID HANGER WIRES PROVIDED 12 GA. HANGER WIRE TO CEILING GRID MAIN BEAM AT EACH CORNER OF THE FIXTURE, TYP. 4, WITH EACH WIRE MAXIMUM 3" FROM FIXTURE 24" BACKING ABOVE & BELOW COUNTER 5" BACKSPLASH, OR ADJUST LOWER FOR FIELD CONDITIONS. PROVIDE CONTINUOUS SEALANT. 42" COUNTER HEIGHT SOLID SURFACE SKIRT TO MATCH COUNTERTOP SOLID SURFACE COUNTERTOP OVER 1" CDX PLYWOOD W/ 1i" SOLID SURFACE EDGE PROVIDE METAL BRACKETS ® 4'-0" 0.C. ATTACH TO STRUCTURE. 01 SOLID SUFACE COU\TE SCALE: 1" = 1'-0" MECHANICAL OR ELECTRICAL FIXTURE ATTACHED TO CEILING GRID ACOUSTICAL CEILING PANEL PROVIDE ESCUTCHEON ATTACHED TO ITEM TYPICAL DETAIL (3) AT SI/ALL CEILI\G PE\ET�ATIO SCALE: 1" = 1'-0" CEILING GRID MANUFACTURER'S 2" WALL MOLDING POP -RIVET ATTACHMENT 8" MAX. HANGER WIRE GENERIC OPTION 1 D ETA I L CEILING GRID MANUFACTURER'S STANDARD WALL MOLDING CEILING GRID MANUFACTURER'S APPROVED SEISMIC ATTACHMENT CLIP MAX. 7/8 HANGER WIRE PROPRIETARY OPTION 2 CEILI\G GRID ATTACHED EDGE DETAIL 4 SCALE: 1" = 1'-0" CN 4'-O" LONG HEAVY DUTY WALL STANCHION ATTACH TO STRUCTURE SOLID SURFACE COUNTERTOP OVER 1" PLYWOOD W/ 1" SOLID SURFACE EDGE 30" COUNTER HEIGHT CONTINUOUS SUPPORT BLOCK 3" ADJUSTABLE LEG AT THE OUTSIDE CORNER OF EACH LOWER WORKSURFACE SOLD (2) SCALE: 1" = PROVIDE HEAVY DUTY, ADJUSTABLE BRACKETS SURFACE WO� < SURFACE DETAIL 1,-0" STABILIZER BAR, OR OTHER CEILING GRID MANUFACTURER APPROVED SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. CEILING GRID MANUFACTURER'S 2" WALL MOLDING 3/4" GENERIC OPTION 1 N8" MAX HANGER WIRE CEILING GRID MANUFACTURER'S UNRESTRAINED ATTACHMENT CLIP APPROVED FOR SEISMICALLY UNATTACHED END OF CEILING GRID MEMBERS CEILING GRID MANUFACTURER'S STANDARD WALL MOLDING / 7/8 PROPRIETARY OPTION 2 HANGER WIRE CEILI\G GRID U\ATTACHED EDGE SCALE: 1" = 1'-0" LEGE\ Th GE\PAL \CTES CO\STUCTIO\ \OTES 2'-6" X 5'-0" ADJUSTABLE WORK SURFACE 30" A.F.F. MOUNTS TO WALL. 30" DEEP X 6'-0" COUNTER WITH 4" RADIUS CORNERS, PER CONSTRUCTION REQUIREMENTS. 24" DEEP CONTINUOUS COUNTER WITH 4" RADIUS CORNERS PER CONSTRUCTION REQUIREMENTS. .EFRE\CE IIRAWI\GS IL REVIEWED FOR CODE COMPLIANCE APPROVED DEC 1 6 2016 City of Tuala BUILDING DIVISION DETAIL .b.(0333 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 13-112 MILITARY FLIGHT CENTER CREW SHELTERS RAI 10.03.16 ?Lim.Erriormr® BTA1E OF WASFIfl1ON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE CHECKED SUBTITLE PERMIT SUBMITTAL DESIGN BY AJC/JL/ROLLUDA DATE 11.23.16 4' ',1IM 2 0 2117 RECEIVED CITY OF TUKWILA DEC 0.7 2016 PERMIT CENTER 2' 4' SCALE: 1/4"=1'-0" rolluda architects 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 DETAILS CURRENT REVISION SYMBOLO SIG DATE 11.23.16 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 13-113 COL. A -D/1-4 TUKWILA, WA SHEET 1A500 12/22/2008 5:16:00 PM JOB NO. DWG NO. D31634-01 13-113-1A500 COMP N0. GENERAL STRUCTURAL NOTES (GSN) BUILDING CODE: 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), WITH STATE OF WASHINGTON AND CITY OF TUKWILA AMENDMENTS SHALL BE USED AND SUPPLEMENTED WITH (ASCE) 7-10. LOADS: DESIGN BASIS FOR CREW SHELTERS: ROOF DEAD LOAD = 12 PSF. WALL DEAD LOAD = 12 PSF. FLOOR DEAD LOAD = 50 PSF. ACTUAL DEAD LOADS TO BE DETERMINED BY THE MANUFACTURER. ROOF LIVE LOAD = 25 PSF (SNOW). FLOOR LIVE LOAD = 50 PSF. JET BLAST: ALL COMPONENT STRUCTURES SHALL BE DESIGNED FOR THE 100MPH HIGH BREAKAWAY THRUST OF A 767, REPRESENTED BY AN EQUIVALENT COMPONENT WIND LOAD = 30 PSF. DUE TO STALL GEOMETRY, JET BLAST DOES NOT CONTROL MAIN LATERAL FORCE RESISTANCE SYSTEM OF BUILDINGS. WIND: WIND SPEED = 110 MPH, EXPOSURE C, IMPORTANCE FACTOR Iw = 1.0. SEISMIC: IMPORTANCE FACTOR le = 1.0 LATITUDE = 47.515; LONGITUDE = —122.294. SEISMIC SITE CLASS = D. Sds = 1.012, Sd 1 = 0.523. FOUNDATIONS: CREW SHELTERS BEAR ON EXISTING CONCRETE RUNWAY SLAB. CONCRETE: MINIMUM 28—DAY STRENGTH OF ALL CONCRETE SHALL BE 3,000 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 0.47. USE 3/4" MINUS 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. STRUCTURAL STEEL: ALL CONSTRUCTION SHALL BE PER AISC STEEL CONSTRUCTION MANUAL. ALL STRUCTURAL STEEL SHALL BE AS FOLLOWS: WIDE FLANGE STEEL• ASTM A992, GRADE 50 - •FY = 50 KS H—PILE STEEL ASTM 572 FY = 50 KS HOLLOW SQUARE OR RECTANGULAR STEEL- • • ASTM A500, GRADE B FY = 46 KS HOLLOW ROUND STEEL ASTM A500, GRADE B FY = 42 KS PIPE STEEL. ASTM A53, TYPE E OR S, GRADE B • • FY = 35 KS ALL OTHER STRUCTURAL STEEL SHAPES• • • • ASTM A36 FY = 36 KS COMPOSITE STEEL FLOOR DECK: DECK SHALL BE 1-1/2" DEEP, 36" WIDE, 18 GAGE GALVANIZED STEEL, WITH MINIMUM YIELD STRESS OF 50 KSI, WITH MINIMUM S = 0.311 IN3 AND I = 0.287 IN4 PER FOOT OF WIDTH. DECK SHALL BE DEFORMED OR INDENTED TO PROVIDE A MECHANICAL BOND WITH THE CONCRETE. DECK SHALL BE ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AS DOUBLE SPAN MINIMUM AND SHALL BE ATTACHED USING THE FOLLOWING MINIMUM ATTACHMENTS: WELD DECK TO SUPPORTING MEMBERS WITH 4 WELDS PER SHEET AT ENDS, END LAPS AND AT INTERMEDIATE SUPPORTS, AND AT 12" 0.C. AT PERIMETER BEAMS AND OPENING EDGES RUNNING PARALLEL TO THE DECK. SIZE OF PUDDLE WELDS SHALL BE 1/2" DIAMETER OR 3/8" BY 1". SIDE SEAM ATTACHMENT SHALL BE 1/2" DIAMETER BUTTON PUNCHES OR 1-1/2" SIDE SEAM WELDS AT 12" O.C. WELDERS EXPERIENCED IN LIGHT GAGE STEEL DECK WORK SHALL PERFORM ALL WELDING. DECK WELDING MAY BE ACHIEVED WITH E60 SERIES LOW HYDROGEN RODS. BOLTS: ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC., SHALL BE INSTALLED WITH STEEL WASHERS AT SLOTTED HOLES IN STEEL SECTIONS, U.N.O. ALL BOLTS SHALL CONFORM TO ASTM A325, U.N.O., AND SHALL BE INSTALLED AS BEARING—TYPE CONNECTIONS WITH THREADS INCLUDED IN SHEAR PLANE (I.E. A TYPE "N" CONNECTION). HIGH—STRENGTH BOLTS SHALL BE SNUG—TIGHT, TYPICAL, U.N.O. CONCRETE SCREW ANCHORS: CONCRETE SCREW ANCHORS SHALL BE TITEN HD AS MANUFACTURED BY SIMPSON STRONGTIE OR KH—EZ BY HILTI. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 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. PROTECTIVE COATINGS FOR STEEL BOLTS: BOLTS: ALL 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 8695. 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. GALVANIZING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM A123 TO DEPOSIT ZINC (HOT GALVANIZED) COATING ON PRODUCTS FABRICATED FROM ROLLED, PRESSED AND FORGED STEEL SHAPES, PLATES, BARS AND STRIPS. COATING THICKNESS: COATING THICKNESS SHALL BE AS SPECIFIED IN ASTM A123 FOR THE CATEGORIES AND THICKNESSES OF MATERIAL TO BE COATED. IF COATING THICKNESS IS TO BE MEASURED IN INCH—POUNDS, COATING THICKNESS SHALL MEET THE REQUIREMENTS OF ASTM A123 GRADE 100 (2.3 OZ./SQ. FT.), WITH A MINIMUM OF GRADE 85 (2.0 OZ./SQ. FT) FOR INDIVIDUAL SPECIMENS. TESTS OF COATING THICKNESS REQUIRED BY ASTM A123 SHALL BE DOCUMENTED AND SUBMITTED TO THE ENGINEER. FIELD REPAIR: FIELD REPAIR OF DAMAGED ZINC COATING SHALL BE DONE IN ACCORDANCE WITH ASTM A780 ANNEX Al. THE MINIMUM THICKNESS OF THE REPAIR COAT SHALL BE EQUAL TO THE THICKNESS OF THE HOT DIP COATING AS ORIGINALLY SPECIFIED. SHOP REPAIR SHALL BE BY HOT—DIP GALVANIZING. 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. 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 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. 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. AISC 341-10 TABLE J6-1 VISUAL INSPECTION TASKS PRIOR TO WELDING VISUAL INSPECTION TASKS PRIOR TO WELDING QC QA NU F- o 0 N I- ci MATERIAL IDENTIFICATION (TYPE/GRADE) 0 — 0 — WELDER IDENTIFICATION SYSTEM 0 — 0 — FIT—UP GROOVE WELDS (INCLUDING JOINT GEOMETRY) • JOINT PREPARATION • DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) • CLEANLINESS (CONDITION OF STEEL SURFACES) • TACKING (TACK WELD QUALITY AND LOCATION) • BACKING TYPE AND FIT (IF APPLICABLE) P/01 — 0 — CONFIGURATION AND FINISH OF ACCESS HOLES 0 — 0 — FIT—UP FILLET WELDS (INCLUDING JOINT GEOMETRY) • DIMENSIONS (ALIGNMENT, GAPS AT ROOT) • CLEANLINESS (CONDITION OF STEEL SURFACES) • TACKING (TACK WELD QUALITY AND LOCATION) P/0 1 — 0 — 1 FOLLOWING PERFORMANCE OF THIS INSPECTION TASK FOR TEN WELDS TO BE MADE BY A GIVEN WELDER, WITH THE WELDER DEMONSTRATING UNDERSTANDING OF REQUIREMENTS AND POSESSION OF SKILLS AND TOOLS TO VERIFY THESE ITEMS, THE PERFORM DESIGNATION OF THIS TASK SHALL BE REDUCED TO OBSERVE, AND THE WELDER SHALL PERFORM THIS TASK. SHOULD THE INSPECTOR DETERMINE THAT THE WELDER HAS DISCONTINUED PERFORMANCE OF THIS TASK, THE TASK SHALL BE RETURNED TO PERFORM UNTIL SUCH TIME AS THE INSPECTOR HAS RE—ESTABLISHED ADEQUATE ASSURANCE THAT THE WELDER WILL PERFORM THE INSPECTION TASKS LISTED. 2 SEE NOTES ON TABLE N5.4-1 FOR ADDITIONAL INFORMATION. AISC 341-10 TABLE J6-2 VISUAL INSPECTION TASKS DURING WELDING VISUAL INSPECTION TASKS DURING WELDING QC QA N 1- U 0 N F- U 0 WPS FOLLOWED • SETTINGS ON WELDING EQUIPMENT • TRAVEL SPEED • SELECTED WELDING MATERIALS • SHIELDING GAS TYPE/FLOW RATE • PREHEAT APPLIED • INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.) • PROPER POSITION (F, V, H, OH) • INTERMIX OF FILLER METALS AVOIDED UNLESS APPROVED 0 — 0 — USE OF QUALIFIED WELDERS 0 — 0 — CONTROL AND HANDLING OF WELDING CONSUMABLES • PACKAGING • EXPOSURE CONTROL 0 — 0 — ENVIRONMENTAL CONDITIONS • WIND SPEED WITHIN LIMITS • PRECIPITATION AND TEMPERATURE 0 — 0 — WELDING TECHNIQUES • INTERPASS AND FINAL CLEANING • EACH PASS WITHIN PROFILE LIMITATIONS • EACH PASS MEETS QUALITY REQUIREMENTS 0 — 0 — NO WELDING OVER CRACKED TACKS 0 — 0 — 1 SEE NOTES ON TABLE N5.4-1 FOR ADDITIONAL INFORMATION. AISC 341-10 TABLE J6-3 VISUAL INSPECTION TASKS AFTER WELDING VISUAL INSPECTION TASKS AFTER WELDING QC QA (1)U 1- 0 V) F- V 0 WELDS CLEANED 0 — 0 — SIZE, LENGTH, AND LOCATION OF WELDS P — P — WELDS MEET VISUAL ACCEPTANCE CRITERIA • CRACK PROHIBITION • WELD/BASE—METAL FUSION • CRATER CROSS SECTION • WELD PROFILES AND SIZE • UNDERCUT • POROSITY P DP D PLACEMENT OF REINFORCING OR CONTOURING FILLET WELDS (IF REQUIRED; P DP D BACKING REMOVED, WELD TABS REMOVED AND FINISHED, AND FILLET WELDS ADDED (IF REQUIRED) P DP D REPAIR ACTIVITIES P — P D 1 SEE NOTES ON TABLE N5.4-1 FOR ADDITIONAL INFORMATION. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2016 City of Tukwila BUILDING DIVISION bvo333 ISSUED FOR PERMIT 'iUlvi 2 0 Z111 RECEIVED CITY OF TUKWILA DEC 0'7 2016 PERMIT CENTER 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-ongineers.coml Project No.: 17113 Project Mgr.: LGL Proj. Engineer: MEB Proj. Drafter: BJJ SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE -- MFC—NEW CREW SHELTERS -13-112 AND 13-113 31634-11 SITTS MEB 11.23.16 Q� BOE/NG C' - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN B. Rist CHECKED M. Bock DATE 11.23.16 11.23.16 SUBTITLE GENERAL STRUCTURAL NOTES CURRENT REVISION 31634-11 SYMBOL DATE 11.23.16 APPROVED BY DEPT. DATE ENGINEER M. Bock 11.23.16 CHECKED L. Lindell 11.2316 APPROVED APPROVED TITLE STRUCTURAL MFC -NEW CREW SHELTERS -13-112 AND 13-113 BUILDING 13-112 SHEET S2 JOB NO. 16850 COMP NO. DEVELOPMENT CENTER, WA DWG No. 13-112-S2 29'-0" (VERIFY) 10'-6" 4'-O" c. BUILDING 4'–O" 5-1" 3/8" STEEL CORNER PLATE WELDED TO FRAME, TYP. 5'-1" 1 3-1/2" TOTAL THICKNESS CONCRETE–FILLED STEEL DECK WITH W6x6xW1.4xW1.4 W.W.F AT MID–DEPTH, TYPICAL FLOOR CONSTRUCTION - B S1101S500 -r HSS12x6x3/8 FORKLIFT PROTECTION TUBE HSS12x6x3/8 FORKLIFT PROTECTION TUBE— W8X13 FLOOR BEAMS, TYPICAL FOUR (4) LOCATIONS STIFFENERS PER MANUFACTURER DESIGNED FOR 50 PSF UPLIFT ON NET HORIZONTAL PROJECTION OF STAIR/RAMP ATTACHED TO BUILDING FRAME PER SECTION D/S505 TYPICAL (5) LOCATIONS SCHEv ATI C CHEW SHELTE LL 3AS E PLA BOLTS INTO THREADED STIFFENER LEGS AS REQUIRED FOR INSTALLATION ACCESS – BOLTS TO BE OUTSIDE MIDDLE 32" RAMP/LANDING ALUMINUM RAMP PER ARCHITECTURAL DRAWINGS c 5110 500 rL L 1 J C12x25 AT PERIMETER, TYP. L3x3x3/16 STEEL ANGLE DECK LEDGER TYPICAL AT SHORT SIDE CHANNEL SHORT SIDE CHANNEL -3-1/2" TOTAL THICKNESS CONCRETE–FILLED STEEL DECK WITH W6x6xW1.4xW1.4 W.W.F AT MID–DEPTH, TYPICAL FLOOR CONSTRUCTION ALUMINUM STAIR PER ARCHITECTURAL DRAWINGS WITH REMOVABLE ATTACHMENTS DESIGNED – FOR COMPONENT JET BLAST LOADS SHOW IN GSN ON SHEET G2 1 SCALE: 1/2" = 1'-0" A110 S110 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2016 City of Tukwila BUILDING DIVISION b 6333 ISSUED FOR PERMIT :JUN 202 17 RECEIVED CITY OF TUKWILA DEC 0.7 2016 PERMIT CENTER 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-h111-englneers.com/ Project No.: 17113 Project Mgr.: LGL Proj. Engineer: MEB Proj. Drafter: BJJ REVISION BY APPROVED DATE SYMi REVISION BY APPROVED DATE MFC–NEW CREW SHELTERS -13-112 AND 13-113 31634-11 SITTS MEB 11.23.16 L ti Q� BOE/NGS o -- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. Rist CHECKED M. Bock ENGINEER M. Bock CHECKED L. Lindell DATE 11.23.16 11.23.16 11.23.16 11.23.16 SUBTITLE FLOOR SUB -FRAMING PLAN CURRENT REVISION 31634-11 SYMBOL DATE 11.23.16 APPROVED APPROVED TITLE STRUCTURAL MFC -NEW CREW SHELTERS -13-112 AND 13-113 BUILDING 13-112 SHEET S110 JOB NO. 31634-11 COMP NO. DEVELOPMENT CENTER, WA DWG NG. 13-112-S110 FINISH FLOOR END OF HSS w cD 0 w 3 1/2" SEALANT BETWEEN DECK AND CHANNEL 1/2x2"2x1'-6" STEEL BAR - CENTERED ON HSS STEEL CHANNEL CUT OUT WEB FOR HSS FO.,CILFT OTECTIO\ AT STEEL CHA\\EL SECTION COMPOSITE FLOOR DECK PER PLAN ATTACHED PER GSN HSS FORKLIFT PROTECTION TUBE WIDE FLANGE FLOOR JOIST BEYOND SCALE: 1 1/2" = 1'-0" 5110 S500 COMPOSITE FLOOR DECK PER PLAN ATTACHED PER GSN 3/16 k 2©12 HSS FORKLIFT PROTECTION TUBE 1/4 >2©8 FLOO JOIST AT FO<ILFT POTECTIO\ HSS SECTIO\ /, , /7 / •/. / // /L -7a / 3/16 1/X412 WIDE FLANGE FLOOR JOIST 1/2"x1 -1/2"x1'-0" STEEL BAR, TYPICAL TWO (2) PER BEAM, 4'–O" EACH SIDE OF CENTER B SCALE: 1 1/2" = 1'-0" 511015500 STEEL CHANNEL PER PLAN — 3/8"x3"x0'-6" STEEL BAR SHEAR TAB COMPOSITE FLOOR DECK WIDE FLANGE FLOOR JOIST TYPICAL BOTH 1/4 V SIDES 3/16 V TYPICAL ONE SIDE OF 3/16 V EACH FLANGE WIDE FLA\GE AT STEEL CHA\ SCALE: 1 1/2" = 1'-0" REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 13-112 MILITARY FLIGHT CENTER CREW SHELTERS 31634-11 SITTS MEB 11.23.16 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE \EL C DRAWN B. Rist CHECKED M. Bock ENGINEER M. Bock CHECKED L. Lindell DATE 11.23.16 11.23.16 11.23.16 11.23.16 S110 S500 SUBTITLE (2) 3/4" DIA. ASTM A325 BOLTS ON 3" GAGE STEEL BEAM PER PLAN (FLOOR FRAMING NOT SHOWN FOR CLARITY) 2 1/2" SAN P/STAR CO SCALE: 1 1/2" = 1'-0" \\ 1/4 TYPICAL EACH ANGLE ECTI O \ SECTIO \ MASTIC OR NEOPRENE ISOLATOR STRIPS EACH SIDE OF STIFFENER (2) L4x4x1/4 x O'-6" LONG STEEL ANGLE WITH 3/8" GAP BETWEEN ANGLES STIFFENER PER STAIR/RAMP MANUFACTURER REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2016 City of Tukwila BUILDING DIVISION cb(p 0333 ISSUED FOR PERMIT 5110 5500 :JUN 20 2917 RECEIVED CITY OF TUKWILA DEC 0 7 2016 PERMIT CENTER SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http:l/www.sItts-h111-englneers.com/ Project No.: 17113 Project Mgr.: LGL Proj. Engineer: MEB Proj. Drafter: BJJ FLOOR SECTIONS AND DETAILS CURRENT REVISION 31634-11 SYMBOL DATE 11.23.16 APPROVED APPROVED TITLE STRUCTURAL MFC -NEW CREW SHELTERS -13-112 AND 13-113 BUILDING 13-112 DEVELOPMENT CENTER, WA SHEET S500 JOB NO. 31634-11 COMP NO. DWG NO. 13-112-S500 GENERAL STRUCTURAL NOTES (GSN) BUILDING CODE: 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), WITH STATE OF WASHINGTON AND CITY OF TUKWILA AMENDMENTS SHALL BE USED AND SUPPLEMENTED WITH (ASCE) 7-10. LOADS: DESIGN BASIS FOR CREW SHELTERS: ROOF DEAD LOAD = 12 PSF. WALL DEAD LOAD = 12 PSF. FLOOR DEAD LOAD = 50 PSF. ACTUAL DEAD LOADS TO BE DETERMINED BY THE MANUFACTURER. ROOF LIVE LOAD = 25 PSF (SNOW). FLOOR LIVE LOAD = 50 PSF. JET BLAST: ALL COMPONENT STRUCTURES SHALL BE DESIGNED FOR THE 100MPH HIGH BREAKAWAY THRUST OF A 767, REPRESENTED BY AN EQUIVALENT COMPONENT WIND LOAD = 30 PSF. DUE TO STALL GEOMETRY, JET BLAST DOES NOT CONTROL MAIN LATERAL FORCE RESISTANCE SYSTEM OF BUILDINGS. WIND: WIND SPEED = 110 MPH, EXPOSURE C, IMPORTANCE FACTOR Iw = 1.0. SEISMIC: IMPORTANCE FACTOR le = 1.0 LATITUDE = 47.515; LONGITUDE = —122.294. SEISMIC SITE CLASS = D. Sds = 1.012, Sd1 = 0.523. FOUNDATIONS: CREW SHELTERS BEAR ON EXISTING CONCRETE RUNWAY SLAB. CONCRETE: MINIMUM 28—DAY STRENGTH OF ALL CONCRETE SHALL BE 3,000 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 0.47. USE 3/4" MINUS 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. STRUCTURAL STEEL: ALL CONSTRUCTION SHALL BE PER AISC STEEL CONSTRUCTION MANUAL. ALL STRUCTURAL STEEL SHALL BE AS FOLLOWS: WIDE FLANGE STEEL• ASTM A992, GRADE 50 • FY = 50 KSI H—PILE STEEL ASTM 572 FY = 50 KSI HOLLOW SQUARE OR RECTANGULAR STEEL• • • ASTM A500, GRADE B FY = 46 KSI HOLLOW ROUND STEEL ASTM A500, GRADE B FY = 42 KSI PIPE STEEL. ASTM A53, TYPE E OR S, GRADE B • • FY = 35 KSI ALL OTHER STRUCTURAL STEEL SHAPES. • • • ASTM A36 FY = 36 KSI COMPOSITE STEEL FLOOR DECK: DECK SHALL BE 1-1/2" DEEP, 36" WIDE, 18 GAGE GALVANIZED STEEL, WITH MINIMUM YIELD STRESS OF 50 KSI, WITH MINIMUM S = 0.311 IN3 AND I = 0.287 IN4 PER FOOT OF WIDTH. DECK SHALL BE DEFORMED OR INDENTED TO PROVIDE A MECHANICAL BOND WITH THE CONCRETE. DECK SHALL BE ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AS DOUBLE SPAN MINIMUM AND SHALL BE ATTACHED USING THE FOLLOWING MINIMUM ATTACHMENTS: WELD DECK TO SUPPORTING MEMBERS WITH 4 WELDS PER SHEET AT ENDS, END LAPS AND AT INTERMEDIATE SUPPORTS, AND AT 12" 0.C. AT PERIMETER BEAMS AND OPENING EDGES RUNNING PARALLEL TO THE DECK. SIZE OF PUDDLE WELDS SHALL BE 1/2" DIAMETER OR 3/8" BY 1". SIDE SEAM ATTACHMENT SHALL BE 1/2" DIAMETER BUTTON PUNCHES OR 1-1/2" SIDE SEAM WELDS AT 12" 0.C. WELDERS EXPERIENCED IN LIGHT GAGE STEEL DECK WORK SHALL PERFORM ALL WELDING. DECK WELDING MAY BE ACHIEVED. WITH E60 SERIES LOW HYDROGEN RODS. BOLTS: ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC., SHALL BE INSTALLED WITH STEEL WASHERS AT SLOTTED HOLES IN STEEL SECTIONS, U.N.O. ALL BOLTS SHALL CONFORM TO ASTM A325, U.N.O., AND SHALL BE INSTALLED AS BEARING—TYPE CONNECTIONS WITH THREADS INCLUDED IN SHEAR PLANE (LE. A TYPE "N" CONNECTION). HIGH—STRENGTH BOLTS SHALL BE SNUG—TIGHT, TYPICAL, U.N.O. CONCRETE SCREW ANCHORS: CONCRETE SCREW ANCHORS SHALL BE TITEN HD AS MANUFACTURED BY SIMPSON STRONGTIE OR KH—EZ BY HILTI. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 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. PROTECTIVE COATINGS FOR STEEL BOLTS: BOLTS: ALL 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. GALVANIZING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM A123 TO DEPOSIT ZINC (HOT GALVANIZED) COATING ON PRODUCTS FABRICATED FROM ROLLED, PRESSED AND FORGED STEEL SHAPES, PLATES, BARS AND STRIPS. COATING THICKNESS: COATING THICKNESS SHALL BE AS SPECIFIED IN ASTM A123 FOR THE CATEGORIES AND THICKNESSES OF MATERIAL TO BE COATED. IF COATING THICKNESS IS TO BE MEASURED IN INCH—POUNDS, COATING THICKNESS SHALL MEET THE REQUIREMENTS OF ASTM A123 GRADE 100 (2.3 OZ./SQ. FT.), WITH A MINIMUM OF GRADE 85 (2.0 OZ./SQ. FT) FOR INDIVIDUAL SPECIMENS. TESTS OF COATING THICKNESS REQUIRED BY ASTM A123 SHALL BE DOCUMENTED AND SUBMITTED TO THE ENGINEER. FIELD REPAIR: FIELD REPAIR OF DAMAGED ZINC COATING SHALL BE DONE IN ACCORDANCE WITH ASTM A780 ANNEX Al. THE MINIMUM THICKNESS OF THE REPAIR COAT SHALL BE EQUAL TO THE THICKNESS OF THE HOT DIP COATING AS ORIGINALLY SPECIFIED. SHOP REPAIR SHALL BE BY HOT—DIP GALVANIZING. 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. 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 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. 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. AISC 341-10 TABLE J6-1 VISUAL INSPECTION TASKS PRIOR TO WELDING VISUAL INSPECTION TASKS PRIOR TO WELDING QC QA N 1- (3 o 1- N U o MATERIAL IDENTIFICATION (TYPE/GRADE) 0 — 0 — WELDER IDENTIFICATION SYSTEM 0 — 0 — FIT—UP GROOVE WELDS (INCLUDING JOINT GEOMETRY) • JOINT PREPARATION • DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) • CLEANLINESS (CONDITION OF STEEL SURFACES) • TACKING (TACK WELD QUALITY AND LOCATION) • BACKING TYPE AND FIT (IF APPLICABLE) P/01 — 0 — CONFIGURATION AND FINISH OF ACCESS HOLES 0 — 0 — FIT—UP FILLET WELDS (INCLUDING JOINT GEOMETRY) • DIMENSIONS (ALIGNMENT, GAPS AT ROOT) • CLEANLINESS (CONDITION OF STEEL SURFACES) • TACKING (TACK WELD QUALITY AND LOCATION) P/01 — 0 — 1 FOLLOWING PERFORMANCE OF THIS INSPECTION TASK FOR TEN WELDS TO BE MADE BY A GIVEN WELDER, WITH THE WELDER DEMONSTRATING UNDERSTANDING OF REQUIREMENTS AND POSESSION OF SKILLS AND TOOLS TO VERIFY THESE ITEMS, THE PERFORM DESIGNATION OF THIS TASK SHALL BE REDUCED TO OBSERVE, AND THE WELDER SHALL PERFORM THIS TASK. SHOULD THE INSPECTOR DETERMINE THAT THE WELDER HAS DISCONTINUED PERFORMANCE OF THIS TASK, THE TASK SHALL BE RETURNED TO PERFORM UNTIL SUCH TIME AS THE INSPECTOR HAS RE—ESTABLISHED ADEQUATE ASSURANCE THAT THE WELDER WILL PERFORM THE INSPECTION TASKS LISTED. 2 SEE NOTES ON TABLE N5.4-1 FOR ADDITIONAL INFORMATION. AISC 341-10 TABLE J6-2 VISUAL INSPECTION TASKS DURING WELDING VISUAL INSPECTION TASKS DURING WELDING QC QA N 1- U 0 N 1- U 0 WPS FOLLOWED 0 — 0 — • SETTINGS ON WELDING EQUIPMENT P — P — • TRAVEL SPEED P DP D • SELECTED WELDING MATERIALS P DP D • SHIELDING GAS TYPE/FLOW RATE 0 — 0 — • PREHEAT APPLIED P — P D • INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.) • PROPER POSITION (F, V, H, OH) • INTERMIX OF FILLER METALS AVOIDED UNLESS APPROVED USE OF QUALIFIED WELDERS 0 — 0 — CONTROL AND HANDLING OF WELDING CONSUMABLES • PACKAGING 0 — 0 — • EXPOSURE CONTROL ENVIRONMENTAL CONDITIONS • WIND SPEED WITHIN LIMITS 0 — 0 — • PRECIPITATION AND TEMPERATURE WELDING TECHNIQUES • INTERPASS AND FINAL CLEANING • EACH PASS WITHIN PROFILE LIMITATIONS 0 — 0 — • EACH PASS MEETS QUALITY REQUIREMENTS NO WELDING OVER CRACKED TACKS 0 — 0 — 1 SEE NOTES ON TABLE N5.4-1 FOR ADDITIONAL INFORMATION. AISC 341-10 TABLE J6-3 VISUAL INSPECTION TASKS AFTER WELDING VISUAL INSPECTION TASKS AFTER WELDING QC QA N 1- U 0 N t- U 0 WELDS CLEANED 0 — 0 — SIZE, LENGTH, AND LOCATION OF WELDS P — P — WELDS MEET VISUAL ACCEPTANCE CRITERIA • CRACK PROHIBITION • WELD/BASE—METAL FUSION • CRATER CROSS SECTION • WELD PROFILES AND SIZE • UNDERCUT • POROSITY P DP D PLACEMENT OF REINFORCING OR CONTOURING FILLET WELDS (IF REQUIRED) P DP D BACKING REMOVED, WELD TABS REMOVED AND FINISHED, AND FILLET WELDS ADDED (IF REQUIRED) P DP D REPAIR ACTIVITIES P — P D 1 SEE NOTES ON TABLE N5.4-1 FOR ADDITIONAL INFORMATION. REVIEWED FOR CODECAPPROVED NCE DEC 16 2016 City of Tukwila BUILDING DIVISION b(() 0333 ISSUED FOR PERMIT .SUN ? 2917 RECEIVED CITY OF TUKWILA DEC 0'7 2016 PERMIT CENTER 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.com/ Project No.: 17113 Project Mgr.: LGL Proj. Engineer: MEB Proj. Drafter: BJJ REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE MFC—NEW CREW SHELTERS -13-112 AND 13-113 31634-11 SITTS MEB 11.23.16 Q� BOE/NG C- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN B. Rist CHECKED M. Bock DATE 11.23.16 11.23.16 SUBTITLE GENERAL STRUCTURAL NOTES CURRENT REVISION 31634-11 SYMBOL DATE 11.23.16 APPROVED BY DEPT. DATE ENGINEER M. Bock CHECKED L. Lindell 11.23.16 11.23.16 APPROVED APPROVED TITLE STRUCTURAL MFC -NEW CREW SHELTERS -13-112 AND 13-113 BUILDING 13-113 DEVELOPMENT CENTER, WA SHEET S2 JOB NO. 16850 COMP NO. DWG' NO. 13-113-S2 SC 29'-0" (VERIFY) 10'-6" 4'-0" BUILDING 4'-0" 5'-1" 3/8" STEEL CORNER PLATE WELDED TO FRAME, TYP. I � I 5'-1" 3-1/2" TOTAL THICKNESS CONCRETE–FILLED STEEL DECK WITH W6x6xW1.4xW1.4 W.W.F AT MID–DEPTH, TYPICAL FLOOR CONSTRUCTION - c., B HSS12x6x3/8 FORKLIFT PROTECTION TUBE HSS12x6x3/8 FORKLIFT PROTECTION TUBE— W8X13 FLOOR BEAMS, TYPICAL FOUR (4) LOCATIONS S 11015500 1 .::............._........_- ° 1 I I 1 - - - - J 6J -- --- r- ------- ----- STIFFENERS PER MANUFACTURER DESIGNED FOR 50 PSF UPLIFT ON NET HORIZONTAL PROJECTION OF STAIR/RAMP ATTACHED TO BUILDING FRAME PER SECTION D/S505 TYPICAL (5) LOCATIONS E\IATIC CHEW SHELTH L L is) 3AS PLA\ BOLTS INTO THREADED STIFFENER LEGS AS REQUIRED FOR INSTALLATION ACCESS – BOLTS TO BE OUTSIDE MIDDLE 32" RAMP/LANDING A S110 S500 ALUMINUM RAMP PER ARCHITECTURAL DRAWINGS c S110 500 rL L C12x25 AT PERIMETER, TYP. L3x3x3/16 STEEL ANGLE DECK LEDGER TYPICAL AT SHORT SIDE CHANNEL SHORT SIDE CHANNEL - 3-1/2" TOTAL THICKNESS CONCRETE–FILLED STEEL DECK WITH W6x6xW1.4xW1.4 W.W.F AT MID–DEPTH, TYPICAL FLOOR CONSTRUCTION ALUMINUM STAIR PER ARCHITECTURAL DRAWINGS WITH REMOVABLE ATTACHMENTS DESIGNED – FOR COMPONENT JET BLAST LOADS SHOW IN GSN ON SHEET G2 SCALE: 1/2" = 1'-0' A110 5110 REVIEWED FOR CODE P� OVER CE DEC 16 2016 City of Tukwila BUILDING DIVISION b(• 0333 ISSUED FOR PERMIT 2 0 2017 RECEIVED CITY OF TUKWILA DEC 011 2016 PERMIT CENTER 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.sltts-11111.engineers.com/ Project No.: 17113 Project Mgr.: LGL Proj. Engineer: MEB Proj. Drafter: BJJ REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE MFC–NEW CREW SHELTERS -13-112 AND 13-113 31634-11 SITTS MEB 11.23.16 Q� BOE/NG` 6' - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. Rist CHECKED M. Bock ENGINEER M. Bock CHECKED L. Lindell APPROVED APPROVED DATE 11.23.16 11.23.16 11.23.16 11.23.16 SUBTITLE FLOOR SUB -FRAMING PLAN CURRENT REVISION 31634-11 SYMBOL DATE 11.23.16 TITLE STRUCTURAL MFC -NEW CREW SHELTERS -13-112 AND 13-113 BUILDING 13-113 DEVELOPMENT CENTER, WA SHEET S110 JOB NO. 31634-11 COMP NO. DWG NO. 13-113-S110 END OF HSS FINISH FLOOR w 0 w LJ 3 1/2" 1/4 SEALANT BETWEEN DECK AND CHANNEL 1/2x2"2x1'-6" STEEL BAR CENTERED ON HSS 11 // ,/.i / // // / %-.'/ /,/ /' -'/ // - / /. /, / / / / // 5/16 V STEEL CHANNEL CUT OUT WEB FOR HSS FOS<ILFT POTECTIO\ AT STEEL CHA\ \EL SECTIO\ COMPOSITE FLOOR DECK PER PLAN ATTACHED PER GSN HSS FORKLIFT PROTECTION TUBE WIDE FLANGE FLOOR JOIST BEYOND SCALE: 1 1/2" = 1'-0" REVISION BY APPROVED DATE SYM COMPOSITE FLOOR DECK PER PLAN ATTACHED PER GSN 3/16 j \ 2©12 1/4 2158 7/ / jZ // // // //i% FLOO JOIST AT FC. <ILFT (A POTECTIO\ HSS SECTIO\ S110IS500 SCALE: 1 1/2" = 1'-0" REVISION BY APPROVED HSS FORKLIFT PROTECTION TUBE 3/16 V2©12 WIDE FLANGE FLOOR JOIST 1/2"x1 -1/2"x1'-0" STEEL BAR, TYPICAL TWO (2) PER BEAM, 4'—O" EACH SIDE OF CENTER 3 DATE 13-113 MILITARY FLIGHT CENTER CREW SHELTERS 31634-11 SITTS MEB 11.23.16 S110IS500 STEEL CHANNEL PER PLAN -� 3/8"x3"x0'-6" STEEL BAR SHEAR TAB COMPOSITE FLOOR DECK WIDE FLANGE FLOOR JOIST TYPICAL BOTH 1/4 V SIDES 3/16 V TYPICAL ONE SIDE OF 3/16 V EACH FLANGE WIDE FLA\GE AT STEEL CHA SCALE: 1 1/2" = 1'-0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE \\EL DRAWN B. Rist CHECKED M. Bock ENGINEER M. Bock CHECKED L. Lindell DATE 11.23.16 11.23.16 rc� 511015500 SUBTITLE (2) 3/4" DIA. ASTM A325 BOLTS ON 3" GAGE STEEL BEAM PER PLAN (FLOOR FRAMING NOT SHOWN FOR CLARITY) 2 1/2" T 1/4 V TYPICAL EACH ANGLE AVP/STAR CC \ \ ECTI O \ SECTIO\ SCALE: 1 1/2" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 16 2016 .W) 0333 City of Tukwila BUILDING DIVISION ISSUED FOR PERMIT FLOOR SECTIONS AND DETAILS MASTIC OR NEOPRENE ISOLATOR STRIPS EACH SIDE OF STIFFENER (2) L4x4x1/4 x O'-6" LONG STEEL ANGLE WITH 3/8" GAP BETWEEN ANGLES STIFFENER PER STAIR/RAMP MANUFACTURER S110 S500 'JUN 2 0 V17 RECEIVED CITY OF TUKWILA DEC 0'7 2016 PERMIT CENTER SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 1 FAX: (253) 474-9449 http://www.sItts-hill-englneers.com/ PHONE: (253) 474-9449 Project No.: 17113 Project Mgr.: LGL Proj. Engineer: MEB Proj. Drafter: BJJ CURRENT REVISION 31634-11 SYMBOL DATE 11.23.16 APPROVED APPROVED 11.23.16 11.23.16 TITLE STRUCTURAL MFC -NEW CREW SHELTERS -13-112 AND 13-113 BUILDING 13-113 DEVELOPMENT CENTER. WA SHEET S500 JOB NO. 31634-11 COMP NO. DWG NO. 13-113-S500