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Home My WebLink AboutPermit D17-0165 - BOEING #9-101 - THERMOPLASTICS / FACTORY ALTERATIONBOEING #9-101 THERMOPLASTICS 9725 E MARGINAL WAY S BLDG 9-101 EXPIRED 01/22/18 D17-0165 Parcel No: Address: 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 0003400018 Permit Number: D17-0165 9725 E MARGINAL WAY S BLDG 9-101 Issue Date: 7/26/2017 Permit Expires On: 1/22/2018 Project Name: BOEING #9-101 - THERMOPLASTICS Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 JOHN S MURDOCH PO BOX 3707 MC 46-88 , SEATTLE, WA, 98124 Phone: (253) 740-0214 BOEING COMPANY, THE Phone: (312) 544-2535 100 N RIVERSIDE, M/C 5003-4027 , CHICAGO, IL, 60606-1596 BOEINC*294ML Expiration Date: 1/18/2019 BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 DESCRIPTION OF WORK: THE PROJECT INCLUDES THE ALTERATION OF AN EXISTING FACTORY FACILITY TO CONSTRUCT AN INTERIOR ROOM WITH A STRUCTURAL STEEL FRAME, METAL WALL PANELS, AND HVAC EQUIPMENT PLATFORM. THE ROOM WILL FURTHER INCLUDE AUTOMATIC SPRINKLER SYSTEM, LIGHTING, TWO LARGE SLIDING DOORS, ONE OVERHEAD DOOR AND TWO EGRESS DOORS. EQUIPMENT, CONTROL ROOM AND EQUIPMENT ROOM PARTITIONS AND RAISED FLOORING SYSTEM WILL BE BY OTHERS. Project Valuation: $925,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $14,080.80 Occupancy per IBC: F-2 Water District: TUKWILA Sewer District: VALLEY VIEW,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: I hearby certify that I have read and examined this permit and k• • '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 granti state or develop Signatu Print Na this permit does not presume to give authority to violate or cancel the provisions of any other regulating construction or the performance of work. I am authorized to sign and obtain this it and agree to the conditionsdi�attached to this permit. 71 - (l lJ Q t1? (tL/ Date/, W /r"( This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. CITY OF TUKW A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov •1,7 Building Permit No. 1 /-4/(u Project No., Date Application Accepted: 41,,g11/7 Date Application Expires: / ?- /) i %7 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE', LOCATION Site Address: 9725 E. Marginal way S Tukwila WA Tenant Name: Boeing bldg Themoplastics PROPERTY OWNER Name: John Murdoch/*Mark Clement Boeing Name: Boeing company City: Seattle State: WA Zip: 98124 Address: P.O Box 3707 MC 46-88 Email: john.s.murdoch.boeing.com City: Seattle State: WA zip: 98124 CONTACT PERSON — person receiving all project communication Name: John Murdoch/*Mark Clement Boeing Address: Po box 3707 MC 46-88 City: Seattle State: WA Zip: 98124 Phone: (206) 617-2944 Fax: Email: john.s.murdoch.boeing.com GENERAL CONTRACTOR INFORMATION Company Name: Boeing Company Address: Po box 3707 MC 46-88 City: Seattle State: WA Zip: 98124 Phone: (206) 617-2944 Fax: Contr Reg No.: B OEINC*294ML Exp Date: 01/18/2017 Tukwila Business License No.: H: Applications\Forms-Applications On Line\2011 Applications\Perntit Application Revised - 8-9-1 I.docx Revised: August 2011 bh King Co Assessor's Tax No.: 0003400018 Suite Number: 9-101 Floor: 1 New Tenant: ❑ Yes 0 .. No ARCHITECT OF RECORD Name: John S. Murdoch Boeing company Company Name: DLR Group City: Seattle State: WA Zip: 98124 Architect Name: Robert Hoffman Address: 51 University St, Suite 600 City: Seattle State: WA Zip: 98101 Phone: (206) 461-6000 Fax: (206) 461-6085 Email: rhoffman@dlrgroup.com ENGINEER OF RECORD Name: John S. Murdoch Boeing company Company Name: DLR Group City: Seattle State: WA Zip: 98124 Engineer Name: Jason Tornquist Address: 51 University St, Suite 600 City: Seattle State: WA Zip: 98101 Phone: (206) 461-6000 Fax: (206) 461-6085 Email: jtornquist@dlrgroup.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: John S. Murdoch Boeing company Address: P.O.BOX 3707 MC 46-88 City: Seattle State: WA Zip: 98124 Page 1 of 4 BUILDING PERMIT INFORMA'llikT — 206-431-3670 Valuation of Project (contractor's bid price): $ 925 L' e' ° Existing Building Valuation: $ Describe the scope of work (please provide detailed information): The project includes the alteration of an existing factory facility to construct interior room with a structural steel frame, metal wall panels, and HVAC equipment platform. The room will further include automatic sprinkler system, lighting, two large sliding doors, one overhead door, and two egress doors. Equipment, control room and equipment room partitions and raised flooring system will be by others. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Floor area of accessory dwelling: Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: CO Sprinklers RI Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Fortes-Applications On Line\2011 Applications\Pertnit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 713,829 4,940 IIB F 2°d'Floor 31,280 3' Floor Floors thru Basement 50,910 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: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Floor area of accessory dwelling: Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: CO Sprinklers RI Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Fortes-Applications On Line\2011 Applications\Pertnit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFO TION - 206-433-0179 Scope of Work (please provide detailed information): Interior alteration only, no public works scope. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ... Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. 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 ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ... Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # 0 ... Deduct Water Meter Size 0 ...Sewer Main Extension Public ❑ Private 0 0 ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications \Permit Application Revised - 8-9-I l.docx 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 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHO ZED AGENT: Signature: Print Name: Mark Clement Mailing Address: Po box 3707 mc lw-09 Seattle wa 98124 H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Date: 06/20/2017 Day Telephone: (206) 617-2944 sea City wa State 98124 Zip Page 4 of 4 Receipt Number DESCRIPTIONS ACCOUNT 1 QUANTITY PAID PermitTRAK $8,698.74 D17-0165 Address: 9725 E MARGINAL WAY S BLDG 9-101 Apn: 0003400018 $8,698.74 Credit Card Fee $253.36 Credit Card Fee R000.369.908.00.00 0.00 $253.36 DEVELOPMENT $8,043.43 PERMIT FEE R000.322.100.00.00 0.00 $8,038.93 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $401.95 TECHNOLOGY FEE R000.322.900.04.00 0.00 $401.95 TOTAL FEES PAID BY RECEIPT: R11996 $8,698.74 Date Paid: Wednesday, July 26, 2017 Paid By: JOHN S MURDOCH Pay Method: CREDIT CARD 049151 Printed: Wednesday, July 26, 2017 10:22 AM 1 of 1 SYSTEMS' Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY I PermitTRAK PAID $5,382.06 D17-0165 Address: 9725 E MARGINAL WAY S BLDG 9-101 Apn: 0003400018 $5,382.06 Credit Card Fee $156.76 Credit Card Fee R000.369.908.00.00 0.00 $156.76 DEVELOPMENT $5,225.30 PLAN CHECK FEE R000.345.830.00.00 0.00 TOTAL FEES PAID BY RECEIPT: R11766 $5,225.30 $5,382.06 Date Paid: Wednesday, June 21, 2017 Paid By: MARK D CLEMENT Pay Method: CREDIT CARD 055412 Printed: Wednesday, June 21, 2017 8:58 AM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER /S S 00-L. - 0475- INSPECTION 465' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206=575-4407 Project: ,4L,4////V Type of Inspection: Address:Conta Suite #: ?-1Z.c--- 7 - t % Perso i+ z a n 5- Special Instructions: %7' ' C ri.--4-&'/` Phone No.: Y'Z_r 6.o — ©gi/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,4L,4////V Fire Alarm: ) Hood & Duct: Monitor: ---/A/#11-7/ / /6 , w fe 4 f .+'/ Le i e %7' ' C ri.--4-&'/` "5---— c4i ir "or- ii a/el'. /17113V, „3„.., l *-574,, /4/„.5 e A .„ % -- ,,,i -ss ri t 8 v_igid\ -E--t-{` , );-' \' Needs Shift Inspection: /t' 0 Sprinklers: Fire Alarm: ) Hood & Duct: Monitor: Pre -Fire: Permits: Occupan ype: Inspector: . % C3 Dell: J791/ 15 I s.: $100.00 REINSPECTION FEE REQUIRE ► You will recei - an invoice from the City of Tukwila Finance Department. Call to sche Billing Address ection. Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 • • • • • • • " ,•w, • • • •LDLRGroup • Architecture REVIEWED FOR • Engineering CODE COMPLIANCE APPROVED • Planning • Interiors JUL 21 2'.Q17 • • City of Tukwila • BUILDING DIVISION • • • • • • • • • • • pvL ro. CITY OFTUKWILA • � oc- �'asf Vii' • �� '� JUN 21 2017 • • PERMIT CENTER • • 06/1,1/2017 • 4b o tf• • • • • Le © 2017 DLR Group inc., an Washington corporation, ALL RIGHTS RESERVED. Z • • BOEING 9-101 ADC THERMOPLASTICS AFP Tukwila, WA Structural Calculations DLR Group Project No. 73-17124-00 June 14, 2017 NOTICE: These documents are instruments of professional service, and information contained therein is incomplete unless used in conjunction with DLR Group's interpretations, decisions, observations and administrations. Use or reproduction of these documents in whole or in part without DLR Group's consent is in violation of common law, copyrights, statutory and other reserved rights, which preempts state and local public records act. • • • • • • • • • • Table of Contents Pag e SECTION 1 - DESIGN LOADS DESIGN LOADS 1-5 • • • SECTION 2 -GRAVITY DESIGN • FRAMING DESIGN 6-25 • • COLUMN AND BASEPLATE DESIGN 26-57 • • SECTION 3 - LATERAL SYSTEM DESIGN • • LATERAL ANALYSIS 58-67 • DIAPHRAGM DESIGN 68-79 • • OMF TRUSS SYSTEM DESIGN 80-109 • ORDINARY BRACED FRAME DESIGN 110-145 • • EXISTING PILE CAPACITY CHECK 146-146 • • • • • • • • • • • • • • • • • 1 of 146 Project: Boeing 9-101 Project Number: 73-17124-00 Subject: Typical Dead Loads/Mass Computed by: MZ Date: 6/8/2017 Page: Typical Roof Dead Load Max Mass psf psf Metal Deck 3 3 WF Girders* 0 0 Diaphragm Bracing 2 1 3/4" Plywood 2.5 2.5 Mechanical & electrical 4 2 Sprinkler 3 1 Miscellaneous 1.5 0.5 Total 16 10 *Actual beam & column weight included in RAM SS model Actual beam & column mass included in RAM SS model Exterior Wall Live Toad = 40 psf plf 100 DLR Group IBC 2012 • . . . . . . . S . . . . . S S . . . . . S • S • • • • • • • • • • • • • • • • • • • • Design Maps Summary Report • • • z3S Design Maps Summary Report • User—Specified Input • • Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.51445°N, 122.29854°W Report Title Boeing 9-101 Thu April 6, 2017 20:47:40 UTC • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Site Soil Classification Site Class D — "Stiff Soil" Risk Category I/II/III Page 1 of 2 USGS—Provided Output SS = 1.516 g Si = 0.573 g SMS = 1.516 g SMl = 0.860 g SDS = 1.010 g S°, = 0.573 g For information on how the SS and S1 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. MiC0 *moi s;.. yn'si _a:;f'ut,,, n https://earthquake.usgs.gov/cn 1 /designmaps/us/summary.php?template=minimal&latitude=... 4/6/2017 2 of 146 RAM Frame 15.02.00.000 Loads and Applied Forces 'Bentley DataBase: Boeing 9-101_Current 3 of 146 06/08/17 16:11:57 LOAD CASE: Seismic Seismic ASCE 7-10 Equivalent Lateral Force Site Class: D Importance Factor: 1.00 Ss: 1.516 g Fa: 1.000 Fv: 1.500 Occupancy Category: II Provisions for: Force Ground Level: Base SDs: 1.011 g Seismic Design Category: D Sl: 0.573 g SDI: 0.573 g Dir Eccent R Ta Equation Building Period -T X + And - 3.5 Std,Ct=0.020,x=0.75 Calculated Y + And - 3.3 Std,Ct=0.020,x=0.75 Calculated TL: 6.00 s Dir Ta Cu T T -used Cs Cs(max) Cs(min) Cs -used k Eq12.8-2 Eq12.8-3 Eq12.8-5 X 0.256 1.400 0.630 0.359 0.289 0.456 0.044 0.289 1.000 Dir Ta Cu T T -used Cs Cs(max) Cs(min) Cs -used k Eq12.8-2 Eq12.8-3 Eq12.8-5 Y 0.256 1.400 0.150 0.150 0.311 1.172 0.044 0.311 1.000 Total Building Weight (kips) = 133.64 APPLIED DIAPHRAGM FORCES Type: EQ_A S CE710_X_+E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Level 2 1 30.00 38.12 0.00 15.81 69.35 Level 1 1 16.00 0.47 0.00 34.53 -1.63 APPLIED STORY FORCES Type: EQ_ASCE710_X_+E_F Level Ht Fx Fy ft kips kips Level2 30.00 38.12 0.00 Level 1 16.00 0.47 0.00 38.59 0.00 Diaphragm 1 on Story Level 1 has no Lateral Member. Load on this Diaphragm is NEGLECTED. APPLIED DIAPHRAGM FORCES Type: EQ_ASCE710_X= E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft • S • • S • • S S • I S • S S S S • S S • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Loads and Applied Forces RAMSIructwal System RAM Frame 15.02.00.000 JBentley DataBase: Boeing 9-101_Current 4 of 146 Page 2/3 06/08/17 16:11:57 Level 2 Level 1 1 30.00 38.12 0.00 15.81 56.30 1 16.00 0.47 0.00 34.53 -2.23 APPLIED STORY FORCES Type: EQ_ASCE710_X_-E_F Level Ht Fx Fy ft kips kips Level2 30.00 38.12 0.00 Level 1 16.00 0.47 0.00 38.59 0.00 Diaphragm 1 on Story Level 1 has no Lateral Member. Load on this Diaphragm is NEGLECTED. APPLIED DIAPHRAGM FORCES Type: EQ_ASCE710_Y_+E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Level 2 1 30.00 0.00 41.05 17.71 62.83 Level 1 1 16.00 0.00 0.51 34.88 -1.93 APPLIED STORY FORCES Type: EQ_ASCE710_Y_+E_F Level Ht Fx Fy ft kips kips Level 2 30.00 0.00 41.05 Level 1 16.00 0.00 0.51 0.00 41.56 Diaphragm 1 on Story Level 1 has no Lateral Member. Load on this Diaphragm is NEGLECTED. APPLIED DIAPHRAGM FORCES Type: EQ_ASCE710_Y_-E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Level 2 1 30.00 0.00 41.05 13.90 62.83 Level 1 1 16.00 0.00 0.51 34.18 -1.93 APPLIED STORY FORCES Type: EQ_ASCE710_Y= E_F Level Ht Fx Fy Loads and Applied Forces sa��w��sr�re� RAM Frame 15.02.00.000 Bentley DataBase: Boeing 9-101_Current 5 of 146 Page 3/3 06/08/17 16:11:57 Level 2 Level 1 ft kips kips 30.00 0.00 41.05 16.00 0.00 0.51 0.00 41.56 Diaphragm 1 on Story Level 1 has no Lateral Member. Load on this Diaphragm is NEGLECTED. • S • S S S S . • . S S S S . . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SPAN (ft -in.) Allowable Uniform Loads (psf) • SPAN GAGE • 22 • • • Iii 20 • 0z • v5 18 • • 16 • 601146 11/2" Deep Roof Deck Primer Painted or Galvanized 4'-0" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" r Stress 185 118 98 82 70 60 53 46 41 37 33 30 0 L/240 185 95 71 55 43 34 28 23 19 16 14 12 N Stress 223 149 123 104 88 76 66 58 52 46 41 37 34 31 28 26 L/240 229 117 88 68 53 43 35 29 24 20 17 15 13 11 10 8 Stress 300 204 168 141 120 104 90 80 70 63 56 51 46 42 38 35 L/240 ••• 160 120 ; 3J 73 58 47 39 33 27 23 20 17 15 13 12 Stress 300 259 214 180 153 132 115 101 89 80 72 65 59 53 49 45 L/240 ••• 200 150 116 91 73 59 49 41 34 29 25 22 19 16 14 • Stress 194 124 103 86 73 63 55 49 43 38 34 31 • 22 L/240 ••• •44 ♦•• ••• ••♦ ••• ••• ••• ••• 4•• ••• 30 • • • • • LU Stress 244 156 129 108 92 80 69 61 54 48 43 39 35 32 30 27 20 CO L/240 ••• ••♦ •4• ••• ••• ••• ••• ••• ••• ••• 43 37 32 27 24 21 0 Stress 300 212 175 147 125 108 94 83 73 65 59 53 48 44 40 37 18 L/240 ••• ••• ••• ••• ••• ••• ••• ••• ••• ••• 56 48 42 36 32 28 • Stress 300 262 217 182 155 134 117 103 91 81 73 66 60 54 50 46 1 • 6 L/240 ••• ••• •4• ••• ••• ••• ••• ••• ••• ••• 70 60 52 45 40 35 • Stress 243 155 128 108 92 79 69 61 54 48 43 39 • 22 0240 ••• ••• ••• ♦•• 86 69 56 46 39 33 28 24 • • J 20 CL • H 18 • • • 16 Notes: 1. Stress = Uniform load which produces maximum allowable stress in deck. • 2. L/240 = Uniform load which produces L/240 deflection in deck. 3. Self -weight of the deck should be included when determining dead load. • 4. The symbol ••• indicates allowable uniform load based on deflection exceeds allowable uniform load based on stress. Stress 300 195 161 136 116 100 87 76 68 60 54 49 44 40 37 34 L/240 ••• ••• ••• 132 104 83 68 56 47 39 33 29 25 21 19 17 Stress 300 265 219 184 157 135 118 103 92 82 73 66 60 55 50 46 L/240 ••• ••• •44 175 138 110 90 0741 62 52 44 38 33 28 25 22 Stress 300 300 271 228 194 167 146 128 113 101 91 82 74 68 62 57 L/240 ••• ••• ••• 218 172 137 112 92 77 65 55 47 41 35 31 27 • • www.vercodeck.com • VR3 k 29 RAM Steel 15.02.00.000 „AM Strncma,Systen DataBase: Boeing 9-101_Current Bentley Building Code: IBC Floor Map 7 of 146 06/08/17 16:24:03 Steel Code: AISC 360-10 LRFD Floor Type: Level 1 N" N 23 22 21 19 18 in N 17 16 14 13 N M 11 10 N 9 8 6 5 3 ••••••••••••••••••••••••••••••••••••••••••• • • • • RAM Steel 15.02.00.000 • RAM Structural System DataBase: Boeing 9-101_Current • Bentley Building Code: IBC • • • • • ti • • • • • • (0 • • • • • • • • Floor Map 8 of 146 06/08/17 16:24:03 Steel Code: AISC 360-10 LRFD Floor Type: Level .5 • • • • • • • • • • • • • • • • • • M N RAM Steel 15.02.00.000 RAM Structural System DataBase: Boeing 9-101_Current 'Bentley- Building Code: IBC Beam Summary 9 of 146 06/08/17 16:24:03 Steel Code: AISC 360-10 LRFD STEEL BEAM DESIGN SUMMARY: Floor Type: Level 1 Bm # Length +Mu -Mu Mn Fy Beam Size Studs ft kip -ft kip -ft kip -ft ksi 1 15.58 61.5 0.0 130.4 50.0 W10X26 u 3 37.08 107.0 0.0 225.0 50.0 W16X31 u 5 37.08 109.7 0.0 225.0 50.0 W16X31 u 6 37.08 110.6 0.0 225.0 50.0 W16X31 u 7 30.75 132.2 0.0 202.0 50.0 W16X31 u 8 37.08 370.8 0.0 558.3 50.0 W24X55 u 9 17.50 25.1 0.0 72.5 50.0 W12X14 u 10 17.50 25.1 0.0 72.5 50.0 W12X14 u 11 17.50 25.1 0.0 72.5 50.0 W12X14 u 13 37.08 371.1 0.0 558.3 50.0 W24X55 u 14 37.08 110.6 0.0 225.0 50.0 W16X31 u 15 30.75 132.2 0.0 202.0 50.0 W16X31 u 16 37.08 371.1 0.0 558.3 50.0 W24X55 u 17 17.50 25.1 0.0 72.5 50.0 W12X14 u 18 17.50 25.1 0.0 72.5 50.0 W12X14 u 19 17.50 25.1 0.0 72.5 50.0 W12X14 u 20 16.25 66.7 0.0 130.4 50.0 W10X26 u 21 37.08 371.0 0.0 558.3 50.0 W24X55 u 22 37.08 110.2 0.0 225.0 50.0 W16X31 u 24 30.75 227.0 0.0 301.6 50.0 W18X40 u 25 30.75 227.0 0.0 301.6 50.0 W18X40 u 26 3.50 0.0 -5.0 35.6 50.0 W8X10 27 3.00 0.6 0.0 36.5 50.0 W8X10 28 3.50 0.0 -11.6 35.6 50.0 W8X10 29 15.58 61.5 0.0 130.4 50.0 W10X26 u 32 16.25 66.7 0.0 130.4 50.0 W10X26 u Floor Type: Level .5 Bm # Length +Mu -Mu Mn Fy Beam Size Studs ft kip -ft kip -ft kip -ft ksi 1 15.58 0.8 0.0 42.9 46.0 HSS6X6X1/4 u 4 30.75 6.5 0.0 116.9 46.0 HSS8X6X1/2 u 6 30.75 6.5 0.0 116.9 46.0 HSS8X6X1/2 u 7 16.25 0.8 0.0 42.9 46.0 HSS6X6X1/4 u 9 5.00 0.0 -13.4 31.8 50.0 W8X10 10 6.00 2.6 0.0 36.5 50.0 W8X10 11 5.00 0.0 -26.9 31.8 50.0 W8X10 12 15.58 0.8 0.0 42.9 46.0 HSS6X6X1/4 u 15 16.25 0.8 0.0 42.9 46.0 HSS6X6X1/4 u • • • • S S S • S • S • S S S • • • • S S • • • • • • • • • • • • • • • • • • • • • • • • • • RAM Steel 15.02.00.000 • RAM Structural en DataBase: Boeing 9-101_Current • J'$enttey Building Code: IBC • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Beam Summary 10 of 146 Page 2/2 06/08/17 16:24:03 Steel Code: AISC 360-10 LRFD * after Size denotes beam failed stress/capacity criteria. # after Size denotes beam failed deflection criteria. u after Size denotes this size has been assigned by the User. RAM Steel 15.02.00.000 RAM Structural sot. DataBase: Boeing 9-101_Current Bentley Building Code: IBC Reaction Summary 11 of 146 06/08/17 16:28:28 Steel Code: AISC 360-10 LRFD STEEL BEAM REACTION SUMMARY: LOAD COMBINATIONS 1.40DL + 0.00LL 1.20DL + 1.60LL Floor Type: Level 1 • • • • • • • • • • • • • Beam Beam Supports (ft) Unfactored(kips) - Factored (kips) - No. Size X Y DL +LL -LL +TOTAL -TOTAL • 1 W10X26 0.00 0.00 1.7 4.6 0.0 9.4 0.0 • 0.00 15.58 1.7 4.6 0.0 9.4 0.0 • 3 W16X31 0.00 7.79 2.9 5.1 0.0 11.5 0.0 0 37.08 7.79 2.9 5.1 0.0 11.5 0.0 • • 5 W16X31 0.00 15.58 3.0 5.2 0.0 11.8 0.0 0 37.08 15.58 3.0 5.2 0.0 11.8 0.0 • 6 W16X31 0.00 23.94 3.0 5.2 0.0 11.9 0.0 • 37.08 23.94 3.0 5.2 0.0 11.9 0.0 0 7 W16X31 0.00 31.92 2.4 7.2 0.0 14.4 0.0 • 0.00 62.67 2.4 7.2 0.0 14.4 0.0 • • 8 W24X55 0.00 31.92 8.2 10.6 0.0 26.7 0.0 • 37.08 31.92 8.1 12.1 0.0 29.1 0.0 • 9 W12X14 0.00 39.60 1.2 2.7 0.0 5.7 0.0 • 17.50 39.60 1.2 2.7 0.0 5.7 0.0 • 10 W12X14 0.00 47.29 1.2 2.7 0.0 5.7 0.0 0 17.50 47.29 1.2 2.7 0.0 5.7 0.0 • 11 W12X14 0.00 54.98 1.2 2.7 0.0 5.7 0.0 • 17.50 54.98 1.2 2.7 0.0 5.7 0.0 • • 13 W24X55 0.00 62.67 8.2 10.6 0.0 26.8 0.0 0 37.08 62.67 8.1 12.1 0.0 29.2 0.0 • 14 W16X31 0.00 70.83 3.0 5.2 0.0 11.9 0.0 • 37.08 70.83 3.0 5.2 0.0 11.9 0.0 0 15 W16X31 0.00 79.00 2.4 7.2 0.0 14.4 0.0 0 0.00 109.75 2.4 7.2 0.0 14.4 0.0 • • • ••••••••••••••••••••••••••••••••••••••••••• Reaction Summary 12 of 146 RAM Steel 15.02.00.000 Page 2/3 RAMStreclraal System DataBase: Boeing 9-101_Current 06/08/17 16:28:28 Bentley Building Code: IBC Steel Code: AISC 360-10 LRFD No. Size X Y DL +LL -LL +TOTAL -TOTAL 16 W24X55 0.00 79.00 8.2 10.6 0.0 26.8 0.0 37.08 79.00 8.1 12.1 0.0 29.2 0.0 17 W12X14 0.00 86.69 1.2 2.7 0.0 5.7 0.0 17.50 86.69 1.2 2.7 0.0 5.7 0.0 18 W12X14 0.00 94.37 1.2 2.7 0.0 5.7 0.0 17.50 94.37 1.2 2.7 0.0 5.7 0.0 19 W12X14 0.00 102.06 1.2 2.7 0.0 5.7 0.0 17.50 102.06 1.2 2.7 0.0 5.7 0.0 20 W10X26 0.00 109.75 1.8 4.8 0.0 9.8 0.0 0.00 126.00 1.8 4.8 0.0 9.8 0.0 21 W24X55 0.00 109.75 8.2 10.6 0.0 26.8 0.0 37.08 109.75 8.1 12.1 0.0 29.2 0.0 22 W16X31 0.00 117.88 3.0 5.2 0.0 11.9 0.0 37.08 117.88 3.0 5.2 0.0 11.9 0.0 24 W18X40 17.50 31.92 8.7 10.2 0.0 26.7 0.0 17.50 62.67 8.7 10.2 0.0 26.7 0.0 25 W18X40 17.50 79.00 8.7 10.2 0.0 26.7 0.0 17.50 109.75 8.7 10.2 0.0 26.7 0.0 26 W8X10 21.75 0.00 0.1 1.2 0.0 2.1 0.0 27 W8X10 21.75 -3.50 0.1 0.4 0.0 0.8 0.0 24.75 -3.50 0.1 0.4 0.0 0.8 0.0 28 W8X10 24.75 0.00 1.9 2.3 0.0 5.9 0.0 29 W10X26 37.08 0.00 1.7 4.6 0.0 9.4 0.0 37.08 15.58 1.7 4.6 0.0 9.4 0.0 32 W10X26 37.08 109.75 1.8 4.8 0.0 9.8 0.0 37.08 126.00 1.8 4.8 0.0 9.8 0.0 Floor Type: Level .5 Beam Beam Supports (ft) - Unfactored(kips) - - Factored (kips) - RAM Steel 15.02.00.000 xniaswousisrne� DataBase: Boeing 9-101_Current Bentley Building Code: IBC Reaction Summary 13 of 146 • • • Page 3/3 • 06/08/17 16:28:28 • Steel Code: AISC 360-10 LRFD • No. Size X Y DL +LL -LL +TOTAL -TOTAL • 1 HSS6X6X1/4 0.00 0.00 0.1 0.0 0.0 0.0 0.0 0.00 15.58 0.1 0.0 0.0 0.0 0.0 • • 4 HSS8X6X1/2 0.00 31.92 0.6 0.0 0.0 0.0 0.0• 0.00 62.67 0.6 0.0 0.0 0.0 0.0 • 6 HSS8X6X1/2 0.00 79.00 0.6 0.0 0.0 0.0 0.0• 0.00 109.75 0.6 0.0 0.0 0.0 0.0 0 7 HSS6X6X1/4 0.00 109.75 0.1 0.0 0.0 0.0 0.0• 0.00 126.00 0.1 0.0 0.0 0.0 0.0 • 9 W8X10 31.08 0.00 0.3 2.1 0.0 0.0 0.0 • • 10 W8X10 31.08 -5.00 0.2 1.0 0.0 0.0 0.0 • 37.08 -5.00 0.2 1.0 0.0 0.0 0.0 0 11 W8X10 37.08 0.00 2.8 3.6 0.0 0.0 0.0• • 12 HSS6X6X1/4 37.08 0.00 0.1 0.0 0.0 0.0 0.0 • 37.08 15.58 0.1 0.0 0.0 0.0 0.0 • 15 HSS6X6X1/4 37.08 109.75 0.1 0.0 0.0 0.0 0.0 0 37.08 126.00 0.1 0.0 0.0 0.0 0.0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Current Date: 5/17/2017 2:22 PM Units system: English File name: C:\ProgramData\Bentley\Engineering\RAM Connection.en\Data\9-101 Connections.cnx\ Steel connections Results 14 of 146 Connection name Connection ID Design code : SP_BCF_1/4PL_3B3/4 : 11 : AISC-10 LRFD Family : Beam - Column flange (BCF) Type : Single plate DEMANDS Beam Column Description Ru Pu Pu Mu22 Mu33 Load type [Kip] [Kip] [Kip] [Kip*ft] [Kip*ft] U 10.00 0.00 0.00 0.00 0.00 Design GEOMETRIC CONSIDERATIONS Dimensions Unit Value Min. value Max. value Sta. References Shear plate Length [in] Thickness [in] Number of bolts Distance from the bolt line to the weld line [in] Plate or beam web thickness [in] Thickness, precludes a punching failure of the HSS... [in] Vertical edge distance [in] Horizontal edge distance Vertical center -to -center spacing (pitch) Beam Vertical edge distance Horizontal edge distance Support Weld size Weld length Thickness [in] [in] [in] [in] 6.00 0.38 2 2.50 0.38 0.38 1.50 1.50 3.00 4.41 2 1.00 1.50 2.00 8.82 0.44 12 3.50 0.44 0.81 6.24 v p. 10-104 fi p. 10-102 G p 10-102 p 10-102 /' Table 10-9 I Eq. K1-10 Tables J3.4, J3.5 p. 10-103 Sec. J3.3, Sec. J3.5 3.65 1.00 - / Tables J3.4, J3.5 2.00 1.50 - V p. 10-103 4 4 - I p.10-101 6.00 1.00 - Sec. J2.2b 0.50 0.13 - Sec. B4.2, p. 10-158 DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References Shear plate Bolts shear Bolt bearing under shear load Shear yielding Shear rupture Block shear Plate (support sidel [Kip] [Kip] [Kip] [Kip] [Kip] 27.00 50.77 48.60 41.60 44.67 Pagel 10.00 U 10.00 U 10.00 U 10.00 U 10.00 U 0.37 () 0.20 Q 0.21 Q 0.24 Q 0.22 Q Tables (7-1..14) Eq. J3-6 Eq. J4-3 Eq. J4-4 Eq. J4-5 15 of 146 Weld capacity [Kip] 66.82 10.00 U 0.15 0 Tables 8-4 .. 8-11 Beam Bolt bearing under shear load [Kip] 45.63 10.00 U 0.22 0 Eq. J3-6 Shear yielding [Kip] 80.34 10.00 U 0.12 0 Eq. J4-3 Shear rupture [Kip] 65.02 10.00 U 0.15 0 Eq. J4-4 Support Welds rupture [Kip/ft] 208.80 13.33 U 0.06 0 p. 9-5 Global critical strength ratio 0.37 Page2 • S • • S • • • • • • • • • • S S S • S • S • • • • • • • • • • • • • • • • • • • • • • . . . . . . . . . S S S . S S S . . . . S . . . • • • • • • • • • • • • • • • • • • 42.0 Current Date: 5/17/2017 2:25 PM Units system: English File name: C:\ProgramData\Bentley\Engineering\RAM Connection.en\Data\9-101 Connections.cnx\ Steel connections Results 16 of 146 Connection name Connection ID Design code : SP BCF 1/4PL 383/4 12- : AISC-10 LRFD Family Type DEMANDS Description : Beam - Column flange (BCF) : Single plate Beam Ru Pu [Kip] [Kip] Column Pu [Kip] U 15.00 0.00 0.00 GEOMETRIC CONSIDERATIONS Dimensions Mu22 Mu33 Load type [Kip*ft] [Kip*ft] 0.00 0.00 Design Shear plate Length Thickness Number of bolts Distance from the bolt line to the weld line Plate or beam web thickness Thickness, precludes a punching failure of the HSS... Vertical edge distance Horizontal edge distance Vertical center -to -center spacing (pitch) Beam Vertical edge distance Horizontal edge distance Support Weld size Weld length Thickness DESIGN CHECK Verification Unit [in] [in] [in] [in] [in] [in] [in] [in] Value Min. value Max. value Sta. References Shear plate Bolts shear Bolt bearing under shear load Shear yielding Shear rupture Block shear Plate (support side) Unit [Kip] [Kip] [Kip] [Kip] [Kip] 9.00 7.11 14.22 p. 10-104 0.38 -- 0.44 / p. 10-102 3 2 12 p 10-102 2.50 -- 3.50 p 10-102 0.38 0.44 Table 10-9 0.38 -- 0.81 Eq. K1-10 1.50 1.00 - Tables J3.4, J3.5 1.50 1.50 - p. 10-103 3.00 2.00 6.60 '' Sec. J3.3, Sec. J3.5 4.95 1.00 - Tables J3.4, J3.5 2.00 1.50 - p. 10-103 4 4 - t p.10-101 9.00 1.00 - Sec. J2.2b 0.50 0.13 - Sec. B4.2, p. 10-158 Capacity Demand Ctrl EQ Ratio References 46.60 80.14 72.90 62.40 62.89 Pagel 15.00 U 15.00 U 15.00 U 15.00 U 15.00 U 0.32 0.19 0.21 0 0.24 0 0.24 0 Tables (7-1..14) Eq. J3-6 Eq. J4-3 Eq. J4-4 Eq. J4-5 17 of 146 Weld capacity [Kip] 100.23 15.00 U 0.15 Q Tables 8-4 .. 8-11 Beam Bolt bearing under shear load [Kip] 72.39 15.00 U 0.21 Q Eq. J3-6 Shear yielding [Kip] 131.18 15.00 U 0.11 Q Eq. J4-3 Shear rupture [Kip] 106.78 15.00 U 0.14 Q Eq. J4-4 Support Welds rupture [Kip/ft] 208.80 13.33 U 0.06 Q p. 9-5 Global critical strength ratio 0.32 Page2 • • • S • • S • • • • • • • • S S • • • • • • • S • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • S • • S • • S S • • • • • • S • • • • • • • • • • • • s S Current Date: 5/17/2017 2:33 PM Units system: English File name: C:\ProgramData\Bentley\Engineering\RAM Connection.en\Data\9-101 Connections.cnx\ Steel connections Results 18 of 146 Connection name Connection ID Design code : SP BCW 1/4PL 483/4 22 : AISC-10 LRFD Family Type DEMANDS Description U : Beam - Column web (BCW) : Single plate Beam Column Ru Pu Pu Mu22 Mu33 Load type [Kip] [Kip] [Kip] [Kip*ft] [Kip*ft] 30.00 0.00 0.00 0.00 0.00 Design GEOMETRIC CONSIDERATIONS Dimensions Unit Value Min. value Max. value Sta. References Shear plate Length [in] 12.00 10.79 21.58 p. 10-104 Thickness [in] 0.38 -- 0.44 / p. 10-102 Number of bolts 4 2 12 1 p 10-102 Distance from the bolt line to the weld line [in] 2.50 -- 3.50 .7 p 10-102 Plate or beam web thickness [in] 0.39 0.44 Table 10-9 Thickness, precludes a punching failure of the HSS... [in] 0.38 -- 0.84 V Eq. K1-10 Vertical edge distance [in] 1.50 1.00 - Tables J3.4, J3.5 Horizontal edge distance [in] 1.50 1.50 - d p. 10-103 Vertical center -to -center spacing (pitch) [in] 3.00 2.00 9.00 d Sec. J3.3, Sec. J3.5 Beam Vertical edge distance [in] 7.30 1.00 - Tables J3.4, J3.5 Horizontal edge distance [in] 2.00 1.50 - • ` p. 10-103 Support Weld size [1/16in] 4 4 - p. 10-101 Weld length [in] 12.00 1.00 - 1 Sec. J2.2b Thickness [in] 0.47 0.20 - V Sec. B4.2, p. 10-158 DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References Shear plate Bolts shear [Kip] 65.53 30.00 U 0.46 Q Tables (7-1..14) Bolt bearing under shear load [Kip] 109.50 30.00 U 0.27 Q Eq. J3-6 Shear yielding [Kip] 97.20 30.00 U 0.31 Q Eq. J4-3 Shear rupture [Kip] 83.19 30.00 U 0.36 Q Eq. J4-4 Block shear [Kip] 81.12 30.00 U 0.37 Q Eq. J4-5 Plate (support side) Pagel 19 of 146 Weld capacity [Kip] 133.64 30.00 U 0.22 Q Tables 8-4 .. 8-11 Beam Bolt bearing under shear load [Kip] 138.65 30.00 U 0.22 0 Eq. J3-6 Shear yielding [Kip] 279.66 30.00 U 0.11 Q Eq. J4-3 Shear rupture [Kip] 232.23 30.00 U 0.13 Q Eq. J4-4 Support Welds rupture [Kip/ft] 217.62 20.00 U 0.09 Q p. 9-5 Global critical strength ratio 0.46 Page2 ••••••••••••••••••••••••••••••••••••••••••• • . . . . . . . . . . S . S . . . S S S . . . S • • • • • • • • • • • • • • • • • • • Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam Lic. # : KW -06008828 Description : Wind Girt, span <16-4" CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set : ASCE 7-05 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending W(0.15) Project Title: Engineer: Project Descr: Project ID: 20 of 146 Printed 22 MAY 2017-11 23AV File = c:\Users\mziemann\Documents\ENERCALC Data Files\BOEING-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.7.21, Ver:6.16.7.21 Fy : Steel Yield : E: Modulus : Licensee : DLR GROUP 46.0 ksi 29,000.0 ksi v • • M Applied Loads Beam self weight NOT internally calculated and added Uniform Load : W = 0.010 ksf, Tributary Width = 15.0 fl DESIGN SUMMARY Maximum Bending Stress Ratio = 0.194: 1 Section used for this span HSS6x6x1/4 Ma : Applied 5.000 k -ft Mn / Omega : Allowable 25.709 k -ft Load Combination W Only Location of maximum on span 8.165ft Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.290 0.000 0.000 0.000 Span = 16.330 ft HSS6x6x1 /4 Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs in Ratio = in Ratio = in Ratio = in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Dsgn. L = 16.33 ft 1 W Only Dsgn. L = 16.33 ft 1 0.194 +0.750W Dsgn. L = 16.33 ft 1 0.146 Overall Maximum Deflections Load Combination W Only Vertical Reactions Load Combination Overall MAXimum Overall MINimum Span 1 Support 1 1.225 0.919 W Only 1.225 +0.750W 0.919 Mmax + Mmax- 0.000 0.030 5.00 0.022 3.75 674 >=360 0 <360 ; <180 0 <180 Summary of Moment Values Desi • n OK 0.030 : 1 HSS6x6x1 /4 1.225 k 40.826 k W Only 0.000 ft Span # 1 Summary of Shear Values Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega 42.93 25.71 1.00 1.00 5.00 42.93 25.71 1.00 1.00 3.75 42.93 25.71 1.00 1.00 Max. "-' Defl Location in Span Load Combination 0.2907 8.212 Support notation : Far left is #1 Support 2 1.225 0.919 1.225 0.919 -0.00 68.18 40.83 1.22 68.18 40.83 0.92 68.18 40.83 Max. "+" Defl Location in Span 0.0000 0.000 Values in KIPS Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam Lic. # : KW -06008828 Description : Wind Girt, span <30'-8" CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set : IBC 2012 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Minor Axis Bending W(0.15), Project Title: Engineer: Project Descr: Project ID: 21 of 146 Printed: 22 MAY 2017 11 24AM File = c:\Users\mziemannIDocuments\ENERCALC Data Files\BOEING-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.7.21, Ver.6.16.7.21 Fy : Steel Yield : E: Modulus : Licensee : DLR GROUP 46.0 ksi 29,000.0 ksi Applied Loads Beam self weight NOT internally calculated and added Uniform Load : W = 0.010 ksf, Tributary Width = 15.0 fl DESIGN SUMMARY Maximum Bending Stress Ratio 0.185: 1 Section used for this span HSS8x6x1 /2 Ma : Applied 10.575 k -ft Mn / Omega : Allowable 57.156 k -ft Load Combination +0.60W Location of maximum on span 15.330ft Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 1.157 in 0.000 in 0.000 in 0.000 in Span = 30.660 ft HSSax6x1/2 Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Mmax + Dsgn. L = 30.57 ft 1 Dsgn. L = 0.09 ft 1 +0.60W Dsgn. L = 30.57 ft 1 Dsgn. L = 0.09 ft 1 +0.450W Dsgn. L = 30.57 ft 1 0.139 Dsgn. L = 0.09 ft 1 0.002 Overall Maximum Deflections Load Combination Span +0.70W 1 0.000 0.000 317 >=240. 0 <240.0 G <180 0 <180 Desi • n OK 0.019 : 1 HSS8x6x1 /2 1.380 k 70.779 k +0.60W 0.000 ft Span # 1 Summary of Moment Values Summary of Shear Values Mmax - Ma Max Mny Mny/Omega Cb Rm Va Max Vny Vny/Omega 95.45 57.16 1.00 1.00 95.45 57.16 1.00 1.00 0.185 0.019 10.58 10.58 95.45 57.16 0.002 0.019 0.12 0.12 95.45 57.16 Vertical Reactions Load Combination Overall MAXimum Overall MINimum +0.60W +0.450W W Only 0.015 7.93 7.93 95.45 57.16 0.015 0.09 0.09 95.45 57.16 Max. "-" Defl Location in Span Load Combination 1.1571 15.418 Support notation : Far left is #1 Support 1 Support 2 2.300 2.300 1.035 1.035 1.380 1.035 2.300 1.380 1.035 2.300 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 -0.00 118.20 70.78 -0.00 118.20 70.78 1.38 118.20 70.78 1.38 118.20 70.78 1.03 118.20 70.78 1.03 118.20 70.78 Max. "+" Defl Location in Span 0.0000 0.000 Values in KIPS • • • S • • • • • • • ` • • S • S • • S S • • • S • • S • • • • • • • • • • • • • • • ••••••••••••••••••••••••••••••••••••••••••• Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam Lic. # : KW -06008828 Description : Wind Girt @ exterior wall CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set : IBC 2012 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending W(0.4) Project Title: Engineer: Project Descr: Project ID: 22 of 146 Printed. 9 JUN 2017. 1 47701 File = c:\Users\mziemann\Documents\ENERCALC Data Files\BOEING-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.7.21, Ver:6.16.7.21 Fy : Steel Yield : E: Modulus : Licensee : DLR GROUP 50.0 ksi 29,000.0 ksi • X Applied Loads Beam self weight NOT internally calculated and added Uniform Load : W = 0.050 ksf, Tributary Width = 8.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.244: 1 C6x8.2 1.920 k -ft 7.880 k -ft +0.60W 4.000ft Span # 1 0.097 0.000 0.000 0.000 in in in in v Span = 8.0 ft C6x8.2 Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Mmax + Dsgn. L = 8.00 ft 1 0.000 +0.60W Dsgn. L = 8.00 ft 1 0.244 0.045 1.92 +0.450W Dsgn. L = 8.00 ft 1 0.183 0.033 1.44 Overall Maximum Deflections Load Combination Span Max.'-" Defl Location in Span Load Combination W Only 1 0.0975 4.023 Support notation : Far left is #1 984 >=360 <360 <180 0 <180 Summary of Moment Values Desi !n OK 0.045 : 1 C6x8.2 0.960 k 21.557 k +0.60W 0.000 ft Span # 1 Summary of Shear Values Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega 11.58 1.92 13.16 1.44 13.16 Vertical Reactions Load Combination Overall MAXimum Overall MINimum +0.60W +0.450W W Only Support 1 1.600 0.720 0.960 0.720 1.600 Support2 1.600 0.720 0.960 0.720 1.600 6.94 1.00 1.00 7.88 1.14 1.00 7.88 1.14 1.00 -0.00 36.00 21.56 0.96 36.00 21.56 0.72 36.00 21.56 Max. "+" Deft 0.0000 Values in KIPS Location in Span 0.000 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam Lic. # : KW -06008828 Description : Door Rail Support CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set : IBC 2012 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Minor Axis Bending W(0.13) Project Title: Engineer: Project Descr: Project ID: 23 of 146 Printed 9 JUN 2017.. 1 46PM1) File = c:\Users\mziemann\Documents\ENERCALC Data Files180EING-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.7.21, Ver.6.16.7.21 Licensee : DLR GROUP Fy : Steel Yield : E: Modulus : 46.0 ksi 29,000.0 ksi • • • Applied Loads Beam self weight NOT internally calculated and added Uniform Load : W = 0.010 ksf, Tributary Width =13.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.159: 1 Section used for this span HSS4x4x1/2 Ma : Applied 2.818 k -ft Mn / Omega : Allowable 17.675 k -ft Load Combination +0.60W Location of maximum on span 8.500ft Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.298 in 0.000 in 0.000 in 0.000 in Span = 17.0 ft HSS4x4x1 /2 M Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Mmax + Dsgn. L = 17.00 ft 1 +0.60W Dsgn. L = 17.00 ft 1 0.159 +0.450W Dsgn. L = 17.00 ft 1 0.120 Overall Maximum Deflections 0.000 0.017 2.82 0.012 2.11 Load Combination Span Max. "2 Defl +0.420W 1 0.2987 Vertical Reactions Load Combination Support 1 Overall MAXimum 1.105 Overall MlNimum 0.497 +0.60W +0.450W W Only 0.663 0.497 1.105 Support 2 1.105 0.497 0.663 0.497 1.105 683 >=600. 0 <600.0 G <180 0 <180 Summary of Moment Values Desi . n OK 0.017 : 1 H SS4x4x1 /2 0.6630 k 40.039 k +0.60W 0.000 ft Span # 1 Summary of Shear Values Mmax - Ma Max Mny Mny/Omega Cb Rm Va Max Vny Vny/Omega 29.52 17.67 1.00 1.00 -0.00 66.87 40.04 2.82 29.52 17.67 1.00 1.00 0.66 66.87 40.04 2.11 29.52 17.67 1.00 1.00 0.50 66.87 40.04 Location in Span Load Combination 8.549 Support notation : Far left is #1 Max. "+" Defl Location in Span 0.0000 0.000 Values in KIPS • • • S • . S • • • S • • S • • • S • • S • • • • • • • • • • • • • • • • • • • • • • • . . . . . . . . . . . . . S . . . . . . . . . . . • • • • • • • • • • • • • • • • • Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam with Torsional Loads Lic. # : KW -06008828 Description : Handrail Support Framing CODE REFERENCES Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : IBC 2012 Analysis Settings Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis : Major Axis Bending Load Combination IBC 2012 Torsional Fixity Bending Fixity Applied Loads Load(s) for Span Number 0 Point Load : L = 0.250 k @ 4.080 ft, Tors Ecc. = 48.0 in DESIGN SUMMARY Max. Flange Normal Stress Ratio = 0.047: 1 Flange Normal Stress 1.57 ksi Phi vn : Flange Normal Stress 33.12 ksi (Phi Mn/Sxx) Max Mu : Applied 0.51 k -ft Section used for this span HSS4x4x1/4 Load Combination L Only Maximum Deflection Max Download Transient Load Deflection Ratio = Max Upward Transient Load Deflection Ratio = 0.022 in 4460 0.000 in <360 Maximum Forces & Stresses for Load Combinations Max Stress Bending Max Ratio Mu (kft) Vu (k) Load Combination Overall MAXimum Envelope Dsgn. L = 8.165 0.51 0.13 Dsgn. L = 8.16 ft L Only Dsgn. L = 8.16 ft +0.750L 0.110 0.51 0.13 Dsgn. L = 8.16 ft 0.082 0.38 0.09 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. "" Defl L Only 1 0.0220 Vertical Reactions - Unfactored Load Combination Support 1 Support 2 Overall MAXimum 0.125 0.125 L Only 0.125 0.125 Project Title: Engineer: Project Descr: L(0.25)1E048) Span = 8.160 ft HSS4x4x1/4 Project ID: 24 of 146 Panted. 5 JUN 2017. 8 01AM File = c:\Users\mziemann\Documents\ENERCALC Data Files\BOEING-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.7.21, Ver.6.16.7.21 Fy : Steel Yield : E: Modulus : Licensee : DLR GROUP 46.0 ksi 29,000.0 ksi Bending Fixity Torsional Fxny Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio = Flange Shear Stress Web Shear Stress Vn/Omega : Allowable Section used for this span Load Combination Maximum Rotation = Max Downward Total Deflection Max Upward Total Deflection Desi • n OK 0.110 : 1 0.00 ksi 1.81 ksi 16.53 ksi HSS4x4x1 /4 L Only 0.1174 deg at 4.08 ft Ratio = Ratio = Flange Normal (ksi) Flange Shear (ksi) 0.000 in <180 0.000 in ) <180 Web Shear (ksi) Total Allow Ratio Total Allow Ratio Total Allow Ratio 33.125 33.125 1.569 33.125 0.047 1.177 33.125 0.036 Location in Span Load Combination 4.080 16.527 16.527 16.527 16.527 16.527 16.527 1.815 16.527 0.110 1.361 16.527 0.082 Max. "+" Deft Location in Span 0.0000 0.000 Values in KIPS Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam with Torsional Loads Project Title: Engineer: Project Descr: Project ID: 25 of 146 Printed 5 JUN 20'7 8.3,AM File = c:\Userslmziemann\Documents\ENERCALC Data Files\BOEING-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.7.21, Ver.6.16.7.21 Lic. # : KW -06008828 Licensee : DLR GROUP Description : Handrail Support Framing Vertical Reactions - Unfactored Load Combination Support 1 +0.750L 0.094 Support 2 0.094 Values in KIPS • • S S • • • • S S • • • • • . S • • • S • • S • • • • • • • • • • • • • • • • • • • • • • Gravity Column Design Summary • RAM Steel 15.02.00.000 • DataBase: Boeing 9-101_Current RAM Straclwai System • Bentley Building Code: IBC 26 of 146 06/08/17 16:28:28 Steel Code: AISC 360-10 LRFD • Column Line 11 -EE • Level Pu Mux Muy LC Interaction Eq. Angle Fy Size Level 2 41.0 1.9 10.5 1 0.50 Eq (H1 -la) 90.0 46 HSS8X6X1/2 • Level 1 42.7 0.1 5.6 1 0.45 Eq (H1 -la) 90.0 46 HSS8X6X1/2 • • Column Line 33 -EE • Level Pu Mux Muy LC Interaction Eq. Angle Fy Size Level 2 38.1 4.8 13.3 1 0.53 Eq (H1 -la) 90.0 46 HSS8X6X1/2 Level 1 39.1 0.0 7.1 1 0.43 Eq (H1 -la) 90.0 46 HSS8X6X1/2 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Column Load Summary RAM Steel 15.02.00.000 , DataBase: Boeing 9-101_Current %Bentley Building Code: IBC 27 of 146 05/17/17 14:38:58 Steel Code: AISC 360-10 LRFD UNFACTORED COLUMN LOADS: Units: kips Column Line 11 -AA Level Col# Length Dead Self +Live -Live MinTot MaxTot Level2 91 14.00 4.3 1.8 11.4 0.0 6.2 17.5 Level 1 91 16.00 8.6 4.0 13.2 0.0 12.6 25.7 See Column Loads Report for applied moments. Column Line 11-AA.5 Level Col# Length Dead Self +Live -Live MinTot MaxTot Level 2 103 14.00 6.4 0.6 10.4 0.0 7.0 17.4 Level 1 103 16.00 6.8 1.2 10.4 0.0 8.0 18.5 Column Line 11 -BB Level Col# Length Dead Self +Live -Live MinTot MaxTot Level 2 93 14.00 12.4 0.6 16.0 0.0 12.9 28.9 Level 1 93 16.00 13.1 1.2 16.0 0.0 14.3 30.3 Column Line 11 -CC Level Col# Length Dead Self +Live -Live MinTot MaxTot Level2 95 14.00 12.4 0.6 16.0 0.0 12.9 28.9 Level 1 95 16.00 13.1 1.2 16.0 0.0 14.3 30.3 Column Line 11 -DD Level Col# Length Dead Self +Live -Live MinTot MaxTot Level 2 97 14.00 12.4 0.6 16.0 0.0 12.9 28.9 Level 1 97 16.00 13.1 1.2 16.0 0.0 14.3 30.3 Column Line 11 -EE Level Col# Length Dead Self +Live -Live MinTot MaxTot Level 2 99 14.00 12.4 0.6 15.9 0.0 12.9 28.9 Level 1 99 16.00 13.1 1.2 15.9 0.0 14.3 30.2 • • • • • • • • • • • • • • • S • • • • • • • • • S • • • • • • • • • • • • • • • • • • • • Column Load Summary 28 of 146 • , RAM Steel 15.02.00.000 Page 2/3 • RAM StrucwalSystem DataBase: Boeing 9-101_Current 05/17/17 14:38:58 •Bentley Building Code: IBC Steel Code: AISC 360-10 LRFD • Column Line 11 -FF • Level Col# Length Dead Self +Live -Live MinTot MaxTot • Level 2 101 14.00 4.2 1.8 11.0 0.0 6.0 17.1 • Level 1 101 16.00 5.7 4.0 11.0 0.0 9.7 20.7 • • Column Line 33 -AA • Level Col# Length Dead Self +Live -Live MinTot MaxTot • Level2 92 14.00 4.5 1.8 11.8 0.0 6.4 18.2 • Level 1 92 16.00 9.4 4.0 15.4 0.0 13.4 28.8 • See Column Loads Report for applied moments. • • Column Line 33-A A.5 • • Level CoI# Length Dead Self +Live -Live MinTot MaxTot Level 2 104 14.00 6.4 0.6 10.4 0.0 7.0 17.4 Level 1 104 16.00 6.8 1.2 10.4 0.0 8.0 18.5 • • Column Line 33 -BB • Level Col# Length Dead Self +Live -Live MinTot MaxTot • Level 2 94 14.00 9.9 0.6 16.0 0.0 10.5 26.5 • Level 1 94 16.00 10.1 1.2 16.0 0.0 11.3 27.3 • • Column Line 33 -CC • Level Col# Length Dead Self +Live -Live MinTot MaxTot • Level 2 96 14.00 9.9 0.6 16.0 0.0 10.5 26.5 • Level 1 96 16.00 10.1 1.2 16.0 0.0 11.3 27.3 • • Column Line 33 -DD • Level Col# Length Dead Self +Live -Live MinTot MaxTot • Level 2 98 14.00 9.9 0.6 16.0 0.0 10.5 26.5 • Level 1 98 16.00 10.1 1.2 16.0 0.0 11.3 27.3 • • Column Line 33 -EE • Level Col# Length Dead Self +Live -Live MinTot MaxTot • Level 2 100 14.00 9.9 0.6 16.0 0.0 10.5 26.5 • Level 1 100 16.00 10.1 1.2 16.0 0.0 11.3 27.3 • • Column Load Summary 29 of 146 RAM Steel 15.02.00.000 Page 3/3 MMMsu,ow,:isrnew, DataBase: Boeing 9-101_Current 05/17/17 14:38:58 Bentley Building Code: IBC Steel Code: AISC 360-10 LRFD Column Line 33 -FF Level Col# Length Dead Self +Live -Live MinTot MaxTot Level 2 102 14.00 4.2 1.8 11.0 0.0 6.0 17.1 Level 1 102 16.00 5.7 4.0 11.0 0.0 9.7 20.7 ••••••••••••••••••••••••••••••••••••••••••• • • • • • • • • • • • • • S • S • • S • • • • • • S S • • S • • • • • • • s • • • • a Current Date: 5/17/2017 2:43 PM Units system: English File name: C:\ProgramData\Bentley\Engineering\RAM Connection.en\Data\9-101 Connections.cnx\ Steel connections Results 30 of 146 Connection name Connection ID Design code : Pinned BP :2 : AISC-10 LRFD Family : Column - Base (CB) Type : Base plate DEMANDS Description Pu Mu22 Mu33 Vu2 Vu3 Load type [Kip] [Kip*ft] [Kip*ft] [Kip] [Kip] U -50.00 0.00 0.00 0.00 0.00 Design GEOMETRIC CONSIDERATIONS Dimensions Design for major axis Base plate (AISC 360 LRFD) Unit Value Min. value Max. value Sta. References Base plate Longitudinal dimension [in] 14.00 8.63 -- Transversal dimension [in] 6.00 4.63 - Distance from anchor to edge [in] 1.50 0.75 -- V Tables J3.4, J3.5 Weld size [1/16in] 5 3 - '1 table J2.4 DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References Pedestal Axial bearing [Kip/in2] 2.76 0.60 U 0.22 0 DG1 3.1.1; Base plate Flexural yielding (bearing interface) [Kip*ft/ft] 4.56 3.05 U 0.67 0 DG1 Sec 3.1.2 Flexural yielding (tension interface) [Kip*ft/ft] 4.56 0.00 U 0.00 0 DG1 Eq. 3.3.13 Column Weld capacity [Kip/ft] 125.29 0.00 U 0.00 0 p. 8-9, Sec. J2.5, Sec. J2.4 Elastic method weld shear capacity [Kip/ft] 83.53 0.00 U 0.00 0 p. 8-9, Sec. J2.5, Sec. J2.4 Elastic method weld axial capacity [Kip/ft] 125.29 0.00 U 0.00 0 p. 8-9, Sec. J2.5, Sec. J2.4 Ratio 0.67 Pagel GEOMETRIC CONSIDERATIONS Dimensions Anchors (ACI 318-08) Unit Value Min. value Max. value Sta. References 31 of 146 Anchors Anchor spacing [in] 1.50 1.50 - V Sec. D.8.1 Concrete cover [in] 2.06 2.00 - J Sec. 7.7.1 Effective length [in] 4.24 -- 11.76 d DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References Anchor tension [Kip] 3.39 0.00 U 0.00 0 Eq. D-3 [Kip] 6.64 0.00 U 0.00 0 Eq. D-4, Sec. D.3.3.3 Pullout of anchor in tension [Kip] 6.43 0.00 U 0.00 0 Sec. D.3.3.3 Anchor shear [Kip] 1.76 0.00 U 0.00 0 Eq. D.20 Breakout of anchor in shear [Kip] 12.19 0.00 U 0.00 0 Sec. D.3.3.3 Pryout of anchor in shear [Kip] 13.27 0.00 U 0.00 0 Eq. D-4, Sec. D.3.3.3 Breakout of anchor in tension Ratio 0.00 Global critical strength ratio 0.67 Major axis Maximum compression and tension (U) Maximum bearing pressure Minimum bearing pressure Maximum anchor tension Minimum anchor tension Neutral axis angle Bearing length Base plate Concrete stress (kiplin2] 0.6 0.6 0.6 0,6 0.6 0.6 0.6 0.6 0.6 0,6 0,6 t 0.6 0.6 0.6 0.6 0,6 0.60 [ksi] 0.60 [ksi] 0.00 [Kip] 0.00 [Kip] 0.00 1.2E31 [in] Anchors tensions Anchor Transverse Longitudinal Shear Tension [in] [in] [Kip] [Kip] 1 -0.75 -5.50 0.00 0.00 2 -0.75 5.50 0.00 0.00 3 0.75 5.50 0.00 0.00 4 0.75 -5.50 0.00 0.00 Page2 Base plate Anchors tension (kip[ 0 0 0 0 0 0 0 0 0 ••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••• Date 1 Project 1 Project # 1 Page 1 [CUiPMENT BASEPLATE DES!GN Computed by 1 I k Checked by 1 F 30h 4/ fir,f17., 4.1 = 7 3C /0 r jt`,1€-(L 121t 7C°6 of )L )0141 ( 2 fiV57- 2.0 Far feiSr--64„. OT Vk 6“"-.4. A 1,0 ( 14 Z (o) 25//O) ,I1 V 2,0 I • 32 of 146 DLR Group Elevate the human experience through design Date 1 Project 1 Project # I Page 1 Computed by 1 IG ( 2 3.7 33 of 146 DLR Group Elevate the human experience Checked by 1 through design 01,5 , k r --C c/0".." OI/ 9iovf 11,6' /3 1. 6 "017 /I) -7- 0‘‘k /b,11jj - fc I /.2D 1- 2,0L 2_ 1.1 p ),OL 4" I ok Lo"I .3 .70+ I.0E C)L(j( 2o/(p//(_ 21K )‘" rimk, tAti rk crejt ht -c -r" " 5.1 /1 ••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••• NOTES: 1) SEE GENERAL DEQUIPMENT BASEPLATE NOTES THIS SHEET FOR INSTALLATION REQUIREMENTS. 2) SEE DETAIL 1/S418 FOR PLATE WASHER INFO. 10 5/8" 2'-0 3/4" 10 5/8" 2'-0 3/4" 10 5/8" 34 of 146 2" THICK 1/4"0 RADIUS, I I I I I/ BASEPLATE TYPICAL T.O. PLATE EL=O'-2", TYPICAL Region. E.glon \ 2" TYP BASEDLAT SCALE: NO SCALE DITAL (AT HORIZONTAL POSITIONER: HEAD STOCK) S476 S418 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Base Plate Project Title: Engineer: Project Descr: Project ID: 35 of 146 Printed 26 MAY 2017, 11 29AM File = c:\Users\mziemann\Documents\ENERCALC Data Files\BOEING-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.7.21, Ver.6.16.7.21 Lic. # : KW -06008828 Licensee : DLR GROUP Description : Positioner: Head Stock Baseplate_Plate Bending Code References Calculations per AISC Design Guide # 1, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : IBC 2012 General Information Material Properties AISC Design Method Load Resistance Factor Design Steel Plate Fy = 36.0 ksi Concrete Support fc = 5.0 ksi Assumed Bearing Area :Full Bearing Column & Plate 1 c : LRFD Resistance Factor 0.60 Allowable Bearing Fp per J8 4.250 ksi Column Properties Steel Section : HSS2x2x1/4 Depth 2 in Area 1.51 inA2 Width 2 in Ixx 0.747 inA4 Flange Thickness 0.233 in Iyy 0.747 ink' Web Thickness in Plate Dimensions N : Length 15.0 in B : Width 36.0 in Thickness 2.0 in Column assumed welded to base plate. Applied Loads P -Y Support Dimensions Width along "X" Length along "Z' 1 V -Z M -X 15.0 in 36.0 in D : Dead Load 5.750 k k k -ft L : Live 14.50 k 2.0 k k -ft Lr : Roof Live k k k -ft S : Snow k k k -ft W : Wind k k k -ft E : Earthquake 1.60 k 0.60 k k -ft H : Lateral Earth k k k -ft " P " = Gravity load, "+" sign is downward. "+" Moments create higher soil pressure at +Z edge. "+" Shears push plate towards +Z edge. Anchor Bolts Anchor Bolt or Rod Description 1 1/2" Max of Tension or Pullout Capacity k Shear Capacity k Edge distance : bolt to plate 1.250 in Number of Bolts in each Row 2.0 Number of Bolt Rows 1.0 x ••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••• Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Base Plate Lic. # : KW -06008828 Description : Positioner: Head Stock Baseplate_Plate Bending GOVERNING DESIGN LOAD CASE SUMMARY Plate Design Summary Design Method Load Resistance Factor Design Governing Load Combination +1.20D+2.0L Goveming Load Case Type Axial Load Only Design Plate Size 1'-3" x 3'-0" x 2" Pu : Axial Mu : Moment 0.000 k -ft 35.900 k Load Comb. : +1.20D+2.0L Loading Pu : Axial Design Plate Height Design Plate Width Will be di; t e It from env:, if .a eta' bearing useti. Al : Plate Area A2: Support Area sort( A2/A1 ) Distance for Moment Calculation X Lambda n' n' * Lambda L = max(m, n, n") 35.900 k 15.000 in 36.000 in 540.000 in^2 540.000 in^2 1.000 6.550 in 17.050 in 0.000 in^2 0.000 0.130 in 0.000 in 17.050 in Project Title: Engineer: Project Descr: Project ID: 36 of 146 Pnmed- 26 MAY 2017, 1129AM File = c:\Users\mziemann\Documents\ENERCALC Data Files\BOEING-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.7.21, Ver:6.16.7.21 Mu : Max. Moment fb : Max. Bending Stress Fb : Allowable : Fy * Phi Bending Stress Ratio fu : Max. Plate Bearing Stress .... Fp : Allowable : min( 0.85*fc*sqrt(A2/A1), 1.7* fc)*Phi Bearing Stress Ratio Bearing Stresses Fp : Allowable fu : Max. Bearing Pressure Stress Ratio Plate Bending Stresses Mmax = Fu * LA2 / 2 tb : Actual Fb : Allowable Stress Ratio Licensee : DLR GROUP 9.663 k -in 9.663 ksi 32.400 ksi 0.298 Bending Stress OK 0.066 ksi 2.550 ksi 0,028 Bearing Stress OK Axial Load Only, No Moment 2.550 ksi 0.066 ksi 0.026 9.663 k -in 9.663 ksi 32.400 ksi 0.298 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Base Plate Lic. # : KW -06008828 Description : Project Title: Engineer: Project Descr: Project ID: 37 of 146 Printed: 26 MAY 2317, 11:30Ai File = c:\Users\mziemann\Documents\ENERCALC Data Files\BOEING-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.7.21, Ver.6.16.7.21 Positioner: Head Stock Baseplate_Concrete Bearing Code References Calculations per AISC Design Guide # 1, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : IBC 2012 General Information Material Properties AISC Design Method Load Resistance Factor Design Steel Plate Fy = 36.0 ksi Concrete Support fc = 5.0 ksi Assumed Bearing Area :Full Bearing Column & Plate d> c : LRFD Resistance Factor 0.60 Licensee : DLR GROUP Allowable Bearing Fp per J8 4.250 ksi Column Properties Steel Section : HSS2x2x1/4 Depth 2 in Area 1.51 inA2 Width 2 in Ixx 0.747 in^4 Flange Thickness 0.233 in lyy 0.747 inA4 Web Thickness 0 in Plate Dimensions N : Length 15.0 in B : Width 15.0 in Thickness 2.0 in Column assumed welded to base plate. Applied Loads Support Dimensions Width along "X" Length along "Z' P -Y V -Z M -X D : Dead Load 5.750 k L : Live 14.50 k Lr : Roof Live 0.0 k S : Snow 0.0 k W : Wind 0.0 k E : Earthquake 1.60 k H : Lateral Earth 0.0 k " P " = Gravity load, "+" sign is downward. Anchor Bolts 0.0 k 2.0 k 0.0 k 0.0 k 0.0 k 0.60 k 0.0 k 15.0 in 36.0 in 0.0 k -ft 0-0 k -ft 0.0 k-tt 0.0 k -ft 0.0 k -ft 0.0 k -ft 0.0 k -ft "+" Moments create higher soil pressure at +2 edge. "+" Shears push plate towards +Z edge. Anchor Bolt or Rod Description 1 1/2" Max of Tension or Pullout Capacity 0.0 k Shear Capacity 0.0 k Edge distance : bolt to plate 1.250 in Number of Bolts in each Row 2.0 Number of Bolt Rows 1.0 X . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . . . . , . . . ••••••••••••••••••••••••••••••••••••••••••• Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Base Plate Lic. # : KW -06008828 Licensee : DLR GROUP Project Title: Engineer: Project Descr: Project ID: 38 of 146 Prin .ed. 26 MAY 2017, 11:30AM File = c:\Users ' nziemann\Documents\ENERCALC Data Files\BOEING-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.7.21, Ver:6.16.7.21 Description : Positioner: Head Stock Baseplate_Concrete Bearing GOVERNING DESIGN LOAD CASE SUMMARY Plate Design Summary Design Method Load Resistance Factor Design Governing Load Combination +1.20D+2.0L Goveming Load Case Type Axial Load Only Design Plate Size 1'-3" x 1'-3" x 2" Mu : Max. Moment fb : Max. Bending Stress Fb : Allowable : Fy * Phi Bending Stress Ratio Pu : Axial 35.900 k fu : Max. Plate Bearing Stress .... Mu : Moment 0.000 k -ft Fp : Allowable : min( 0.85*fc*sgrt(A2/A1), 1.7* fc)*Phi Bearing Stress Ratio Load Comb. : +1.20D+2.0L 3.423 k -in 3.423 ksi 32.400 ksi C.1LC Bending Stress OK 0.160 ksi 2.550 ksi 0.063 Bearing Stress OK Axial Load Only, No Moment Loading Bearing Stresses Pu : Axial 35.900 k Fp : Allowable 2.550 ksi Design Plate Height 15.000 in fu : Max. Bearing Pressure 0.160 ksi Design Plate Width 15.000 in Stress Ratio 0.063 Wit be different from entry f 7 adiai b 7' g used Plate Bending Stresses Al : Plate Area 225.000 inA2 Mmax = Fu * L^2 / 2 3.423 k -in A2: Support Area 225.000 inn2 fb : Actual 3.423 ksi sqrt( A2/A1 ) 1.000 Fb : Allowable 32.400 ksi Stress Ratio 0.106 Distance for Moment Calculation "m" 6.550 in " n " 6.550 in X 0.000 inA2 Lambda 0.000 n' 0.220 in n' * Lambda 0.000 in L = max(m, n, n") 6.550 in 3 Tension Toad 0 o z o Geometry [in.] & Loading [Ib, inib] 39 of 146 • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • ••••••••••••••••••••••••••••••••••••••••••• z;761 Profis Anchor 2.7.3 ACI 318-14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.4) ACI 318-14 Eq. )17.4.2.5b) w w 71. U U Q Q W N ri V1 v R i IFS`IU m ti` u ? U " N+n Q aQ qa U -e-,t 3 3 Z > 3.2 Bond Strength 40 of 146 Profis Anchor 2.7.3 5 Combined tension and shear Toads 4 Shear load 5 a N a Z <o z Fastening meets the design criteria! rQ P 41 of 146 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Concrete Beam Lic. # : KW -06008828 Description : Existing Slab Check for Horizontal Positioner: Head Stock CODE REFERENCES Calculations per ACI 318-11, IBC 2012, ASCE 7-10 Load Combination Set : IBC 2012 Material Properties fc = fr= fc1/2 * 7.50 y! Density X LtWt Factor Elastic Modulus fy - Main Rebar = E - Main Rebar = 5.0 ksi = 530.33 psi = 145.0 pcf 1.0 3,122.0 ksi 6 Phi Values Fy - Stirrups 60.0 ksi E - Stirrups = 29,000.0 ksi Stirrup Bar Size # Number of Resisting Legs Per Stirrup = Flexure : Shear: Project Title: Engineer: Project Descr: 0.90 0.750 0.80 40.0 ksi 29,000.0 ksi 3 2 L(81) 1 Project ID: 43 of 146 Pnnled 9 JUN 2017. 032PM File = c:\Users\mziemann\Documents\ENERCALC Data Files\BOEING-1.EC6 ENERCALC, INC.1983-2016, Build:6.16.7.21, Ver6.16.7.21 Licensee : DLR GROUP 96 in 96" w x 24"h Span=13.0 ft Cross Section & Reinforcing Details Rectangular Section, Width = 96.0 in, Height = 24.0 in Span #1 Reinforcing.... 946 at 3.0 in from Bottom, from 0.0 to 13.0 ft in this span Span #2 Reinforcing.... 9-#6 at 3.0 in from Bottom, from 0.0 to 13.0 ft in this span Span #3 Reinforcing.... 946 at 3.0 in from Bottom, from 0.0 to 13.0 ft in this span Applied Loads Beam self weight calculated and added to Toads Load for Span Number 2 Point Load: L = 81.0 k @ 6.50 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.753 : 1 Section used for this span Typical Section Mu : Applied 306.602 k -ft Mn * Phi : Allowable 406.925 k -ft Location of maximum on span 6.500 ft Span # where maximum occurs Span # 2 Vertical Reactions Load Combination Overall MAXimum Overall MINimum D Only +D+L +D+0.750L +0.60D L Only Support 1 Support 2 12.064 79.751 5.989 19.906 12.064 33.176 5.989 79.751 7.508 68.107 7.238 19.906 -6.075 46.575 96" w x 24"h Span=13.0 ft 96" w x 24"h Span=13.0 6 9-#6 at 3.0 in from Top, from 0.0 to 13.0 ft in this span 946 at 3.0 in from Top, from 0.0 to 13.0 ft in this span 946 at 3.0 in from Top, from 0.0 to 13.0 ft in this span Service loads entered. Load Factors will be applied for calculations. Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Support notation : Far left is #1 Support 3 Support 4 79.751 12.064 19.906 33.176 79.751 68.107 19.906 46.575 Shear Stirrup Requirements Entire Beam Span Length : Vu < PhiVc/2, Req'd Vs = Not Reqd 11.4.6.1, use stirrups spaced at 5.989 12.064 5.989 7.508 7.238 -6.075 0.000 in 0.010 in Ratio = 15332 >=36 -0.004 in Ratio = 36472 >=36 0.000 in Ratio = 999 >=18 0.000 in Ratio = 999 >=18 • • • • • • • . , . • • • • • • • • • • • • • • . . • . . • . . • . . . • • . • • • . ••••••••••••••••••••••••••••••••••••••••••• www.hiltl.us Company: Specifier: Address: Phone) Fax. E -Mai: =0 Profis Anchor 2.7.3 Page: Project: Sub -Project I Pos. No.: Date: 7 6/9/2017 7 Installation data Anchor plate, steel: - Profle no profie Hole diameter in the fixture: d1= 0.813 in. Plate thickness (input): 2.000 in. Recommended plate thickness: not calculated Driing method: Hammer dried Cleaning: Compressed air cleaning of the dried hole according to instructions for use is required Anchor type and diameter: HIT-HY 200 * HAS B7 3/4 Installation torque: 1200.002 inJb Hole diameter in the base material: 0.875 in. Hole depth in the base material: 8.000 in. Minimum thickness of the base material: 9.750 in. 7.1 Recommended accessories Driing Cleaning Setting • Suitable Rotary Hammer • Property sized dri bit • Compressed air with required accessories to blow from the bottom of the hole • Proper diameter wire brush • Dispenser including cassette and mixer • Torque wrench Coordinates Anchor in. Anchor x y 1 -5.313 -5.312 2 5.312 -5.312 3 -5.313 5.313 4 5.312 5.313 c.x c„ Input dale and res J0 must be checked for agreement with the existing conditions and for iiausiblilyl PROMS Anchor (c ) 2003,009 HIS AG, FL•0494 Sehaan H19 is a registered Trademark of Fir AG. Schoen www.hilti.us Profis Anchor 2.7.3 Company: Specifier: Address'. Phone 1 Fax: E -Mai: Page: Project: Sub -Project I Pos. No.: Date: 6/9/2017 8 Remarks; Your Cooperation Duties • Any and al information and data contained in the Software concern solely the use of Hili products and are based on the principles, formulas and security regulations in accordance with Hltfs technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. AN figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hifi producL The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsiblity for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsiblity for having the resdts of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific faciity. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitabiity for a specific application. • You must take al necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hit on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up -Iodate version of the Software in each case by carrying out manual updates via the Hiti Website. Hill wi not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input dataend bsJ6mostbecheckedforagreementwith iM1e ex'kstmg conditiona an0 for ilausiblityl PRO00 Anchor (c i 2003.2009 Hili AG. FL5494 Schaan Hlli O n registered Trademark or Hili AG. Schaan 0 T SS 7.500 03 04 0 1 7.500 0 2 28 2.187 10.625 2188 Coordinates Anchor in. Anchor x y 1 -5.313 -5.312 2 5.312 -5.312 3 -5.313 5.313 4 5.312 5.313 c.x c„ Input dale and res J0 must be checked for agreement with the existing conditions and for iiausiblilyl PROMS Anchor (c ) 2003,009 HIS AG, FL•0494 Sehaan H19 is a registered Trademark of Fir AG. Schoen www.hilti.us Profis Anchor 2.7.3 Company: Specifier: Address'. Phone 1 Fax: E -Mai: Page: Project: Sub -Project I Pos. No.: Date: 6/9/2017 8 Remarks; Your Cooperation Duties • Any and al information and data contained in the Software concern solely the use of Hili products and are based on the principles, formulas and security regulations in accordance with Hltfs technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. AN figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hifi producL The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsiblity for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsiblity for having the resdts of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific faciity. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitabiity for a specific application. • You must take al necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hit on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up -Iodate version of the Software in each case by carrying out manual updates via the Hiti Website. Hill wi not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input dataend bsJ6mostbecheckedforagreementwith iM1e ex'kstmg conditiona an0 for ilausiblityl PRO00 Anchor (c i 2003.2009 Hili AG. FL5494 Schaan Hlli O n registered Trademark or Hili AG. Schaan 0 T • • • • • • • • • • • • • • • • • • • • S • • • S S • • • • • • • S • • S S • • • • s Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Concrete Beam Lic. # : KW -06008828 Licensee : DLR GROUP Project Title: Engineer: Project Descr: Project ID: 44 of 146 Pnnted 9 JUN 2017, 1 32P File = c:\Users\mziemann\Documents1ENERCALC Data Files\BOEING-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.7.21, Ver:6.16.7.21 Description : Existing Slab Check for Horizontal Positioner: Head Stock Maximum Forces & Stresses for Load Combinations Load Combination Location (ft) Segment Length MAXimum BENDING Envelope Span # 1 1 13.000 -170.70 406.92 0.42 Span # 2 2 13.000 306.60 406.92 0.75 Span # 3 3 13.000 -173.41 406.92 0.43 +1.40D Span # 1 Span # 2 Span # 3 +1.20D+1.60L Span # 1 1 13.000 -170.70 406.92 0.42 Span # 2 2 13.000 306.60 406.92 0.75 Span # 3 3 13.000 -173.41 406.92 0.43 +1.20D+0.50L Span # 1 1 13.000 -84.40 406.92 0.21 Span # 2 2 13.000 103.90 406.92 0.26 Span # 3 3 13.000 -86.54 406.92 0.21 +1.20D Span # 1 1 13.000 -45.18 406.92 0.11 Span # 2 2 13.000 -47.05 406.92 0.12 Span # 3 3 13.000 -47.05 406.92 0.12 +0.90D Span # 1 1 13.000 -33.88 406.92 0.08 Span # 2 2 13.000 -35.29 406.92 0.09 Span # 3 3 13.000 -35.29 406.92 0.09 Overall Maximum Deflections Span # in Span Bending Stress Results (k -ft ) Mu : Max Phi*Mnx Stress Ratio 1 13.000 -52.71 406.92 0.13 2 13.000 -54.89 406.92 0.13 3 13.000 -54.89 406.92 0.13 Load Combination Span Max. "" Defl Location in Span Load Combination Max. "+" Defl Location in Span L Only 1 0.0005 13.260 L Only -0.0043 7.540 L Only 2 0.0102 6.500 L Only -0.0004 13.260 D Only 3 0.0000 13.000 L Only -0.0043 5.460 Date 1 Project 1 Project # 1 Page 1 Computed by 1 e )0k At 7' 7.25 f`osi 45 of 146 DLR Group Elevate the human experience Checked by 1 through design 1/5 2.0 Lu.,( ,u,-\ Poe.- 7 - )3c13 prf' 0353 11 pL er ,), of 11, :17 Ilk 2,0 ,),;/ 51&c/L Vo,'/r, @ sh„.1‹, e._ vh, vi -'1T /li 3 (1i. 1, k (i.)(") /),3'/z b./1' 2.Z (r, )/k/ ..// ••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••• BASEPLATE NOTES THIS SHEET FOR 1 W 1- W o = z w ▪ riDz z (� IL • 0_ U d N Z m w ~ ~ w � W w W W J O W CO H (f) N N Z ? N w CO w w w W CO UJ W W CO W W W 0_ N (AT HORIZONTAL POSITIONER: TAIL STOCK) SCALE: NO SCALE SCALE: NO SCALE 46 of 146 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Base Plate Lic. # : KW -06008828 Description : Linear Unit Baseplates Project Title: Engineer: Project Descr: Code References Calculations per AISC Design Guide # 1, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : IBC 2012 General Information Material Properties AISC Design Method Load Resistance Factor Design Steel Plate Fy = 36.0 ksi Concrete Support fc = 3.0 ksi Assumed Bearing Area :Full Bearing Column & Plate Column Properties Steel Section : HSS2x2x1/8 Depth 2 in Area 0.84 inA2 Width 2 in Ixx inA4 Flange Thickness 0.116 in lyy inA4 Web Thickness in Project ID: 47 of 146 Printed. 9 JUN 2017 7.54AM File = c:\UsersMziemann\Documents\ENERCALC Data Files\BOEING-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.7.21, Ver.6.16.7.21 Licensee : DLR GROUP cD c : LRFD Resistance Factor 0.60 Allowable Bearing Fp per J8 Plate Dimensions N : Length 11.0 in B : Width 15.0 in Thickness 0.750 in Column assumed welded to base plate. Applied Loads P -Y Support Dimensions Width along "X" Length along "Z' 14.0 in 15.0 in V -Z M -X D : Dead Load k k k -ft L : Live 15.80 k 2.250 k k -ft Lr : Roof Live k k k -ft S : Snow k k k -ft W : Wind k k k -ft E : Earthquake 2.20 k 0.50 k k -ft H : Lateral Earth k k k -ft " P " = Gravity load, "+" sign is downward. "+" Moments create higher soil pressure at +Z edge. "+" Shears push plate towards +Z edge, Anchor Bolts Anchor Bolt or Rod Description 1 1/2" Max of Tension or Pullout Capacity k Shear Capacity k Edge distance : bolt to plate 1.250 in Number of Bolts in each Row 2.0 Number of Bolt Rows 1.0 2.550 ksi x ••••••••••••••••••••••••••••••••••••••••••• • . . . S . . . , S . S S . . . . . . S . + . S • • • • • • • • • • • • • • • • • • • Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Base Plate Lic. # : KW -06008828 Description : Linear Unit Baseplates GOVERNING DESIGN LOAD CASE SUMMARY Plate Design Summary Design Method Governing Load Combination Goveming Load Case Type Load Resistance Factor Design +1.60L Axial Load Only Design Plate Size 11" x 1'-3" x 0 -314" Pu : Axial 25.280 k Mu : Moment 0.000 k -ft Load Comb. : +1.60L Loading Pu : Axial 25.280 k Design Plate Height 11.000 in Design Plate Width 15.000 in 04lJ be diff ^! from e mc: jsed. Al : Plate Area 165.000 in^2 A2: Support Area 165.000 inA2 sqrt( A2/A1 ) 1.000 Distance for Mordent Calculation 4.550 in " n " 6.550 in X 0.000 inA2 Lambda 0.000 n' 0.320 in n' * Lambda 0.000 in L = max(m, n, n") 6.550 in Project Title: Engineer: Project Descr: Project ID: 48 of 146 Printed 5 JUN 2017. 7 54AM File = c:\Users\mziemann\Documents\ENERCALC Data Files\BOEING-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.7.21, Ver:6.16.7.21 Mu : Max. Moment fb : Max. Bending Stress Fb : Allowable : Fy * Phi Bending Stress Ratio fu : Max. Plate Bearing Stress .... Fp : Allowable : min( 0.85*fc*sgrt(A2/A1), 1.7* fc)*Phi Bearing Stress Ratio Bearing Stresses Fp : Allowable fu : Max. Bearing Pressure Stress Ratio Plate Bending Stresses Mmax = Fu * LA2 /2 fb : Actual Fb : Allowable Stress Ratio Licensee : DLR GROUP 3.287 k -in 23.371 ksi 32.400 ksi C 72' Bending Stress OK 0.153 ksi 1.530 ksi oJ."CO Bearing Stress OK Axial Load Only, No Moment 1.530 ksi 0.153 ksi 0.100 3.287 k -in 23.371 ksi 32.400 ksi 0.721 Specifiers comments: z 0 2 3 Tension load Geometry [in.] & Loading [Ib, in.lb] 31,600 o Z • 49 of 146 ••••••••••••••••••••••••••••••••••••••••••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • QF CO 00 00 c0 Ot 00 U U U U V Q Q Q Q 3.3 Concrete Brea 2 gQ Q 3 3 3 Z 50 of 146 Profis Anchor 2.7.3 FAA' 00 4 Shear load Fastening meets the design criteria! pi -17 51 of 146 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • is Anchor 2.7.3 7 Installation data "I; 0 5 15 dEE 52 of 146 3 Tension Toad 3 a 6 6 Q 6 O O Z O N z 0 z U N Z Z N is loads (cat C, D, E, or F) 0 E z a z e 53 of 146 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • U U U Q Q Q Q ELEL ACI 318-14 Eq. (17.4.5.3) ACI 318-14 Eq. (17.4.5.46) 54 of 146 Combined tension and shear I 4 Shear load 1.1 Fastening meets the design criteria! ra LT • • 55 of 146 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••••••••••••••••••••••••••••••••••••••••••• N 009'l 00TH 009'l J a a N 56 of 146 0 12.000 1 c� a o J a a N 56 of 146 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Base Plate Project Title: Engineer: Project Descr: Project ID: 57 of 146 Printed. 26 MAY 23'17 8.33AM File = c:\Users\mziemann\Documents\ENERCALC Data Files\BOEING-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.7.21, Ver:6.16.7.21 Lic. # : KW -06008828 Licensee : DLR GROUP Description : Positioner: Tail Stock Baseplates Code References Calculations per AISC Design Guide # 1, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : IBC 2012 General Information Material Properties AISC Design Method Load Resistance Factor Design Steel Plate Fy = 36.0 ksi Concrete Support fc = 3.0 ksi Assumed Bearing Area :Full Bearing Column & Plate Column Properties Steel Section : HSS2x2x1/4 Depth 2 in Area 1.51 inA2 Width 2 in Ixx 0.747 inA4 Flange Thickness 0.233 in lyy 0.747 inA4 Web Thickness in 433 c : LRFD Resistance Factor 0.60 Allowable Bearing Fp per J8 2.550 ksi Plate Dimensions N : Length 14.0 in B : Width 14.0 in Thickness 0.750 in Column assumed vvelded to base plate. Applied Loads P -Y D : Dead Load k L : Live 1.90 k Lr : Roof Live k S : Snow k W : Wind k E : Earthquake k H : Lateral Earth k Support Dimensions Width along "X" Length along "Z' V -Z 14.0 in 14.0 in M -X k k -ft k k -ft k k -ft k k -ft k k -ft k k -ft k k -ft " P " = Gravity load, "+" sign is downward. "+" Moments create higher soil pressure at +Z edge. "+" Shears push plate towards +Z edge. Anchor Bolts Anchor Bolt or Rod Description 1 1/2" Max of Tension or Pullout Capacity k Shear Capacity k Edge distance : bolt to plate 1.250 in Number of Bolts in each Row 2.0 Number of Bolt Rows 1.0 x ••••••••••••••••••••••••••••••••••••••••••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . •. . . Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Base Plate Lic. # : KW -06008828 Description : Positioner: Tail Stock Baseplates GOVERNING DESIGN LOAD CASE SUMMARY Plate Design Summary Design Method Load Resistance Factor Design Goveming Load Combination +2.0L Goveming Load Case Type Axial Load Only Design Plate Size 1'-2" x 1'-2" x 0 -3/4" Pu : Axial 3.800 k Mu : Moment 0.000 k -ft Load Comb. : +2.0L Loading Pu : Axial 3.800 k Design Plate Height 14.000 in Design Plate Width 14.000 in N1!bedikee tfromenty8part,a'L t n re:c Al : Plate Area 196.000 inA2 A2: Support Area 196.000 inA2 sgrt(A2/A1 ) 1.000 Distance for Moment Calculation " m " 6.050 in " n " 6.050 in X 0.000 inA2 Lambda 0.000 n' 0.020 in n'* Lambda 0.000 in L = max(m, n, n") 6.050 in Project Title: Engineer: Project Descr: Project ID: 58 of 146 Printed, 26 MAY 2017, 8:33AM File = c:\Users\mziemann\Documents\ENERCALC Data Files\BOEING-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.7.21, Ver..6.16.7.21 Licensee : DLR GROUP Mu : Max. Moment fb : Max. Bending Stress Fb : Allowable : Fy * Phi Bending Stress Ratio fu : Max. Plate Bearing Stress .... Fp : Allowable : min( 0.85*fc*sqrt(A2/A1), 1.7* fc)*Phi Bearing Stress Ratio Bearing Stresses Fp : Allowable fu : Max. Bearing Pressure Stress Ratio Plate Bending Stresses Mmax = Fu * L^2 / 2 fb : Actual Fb : Allowable Stress Ratio 0.355 k -in 2.523 ksi 32.400 ksi 0.078 Bending Stress OK 0.019 ksi 1.530 ksi 0.013 Bearing Stress OK Axial Load Only, No Moment 1.530 ksi 0.019 ksi 0.013 0.355 k -in 2.523 ksi 32.400 ksi 0.078 RAM RAMFrameAnalysis.RFAn.1 DataBase: Boeing 9-101_Current LATERAL ANALYSIS • 06/09/2017 08:52:27• 59 of 146 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . . . . . . . . . . . . . . S . . . S . . . . . • S . • • • • • • • • • • • • • • Date 1 Project 1 Project # 1 Page 1 Computed by 1 • 60 of 146 DLR Group Elevate the human experience Checked by 1 through design L4�'esr,I >`•i�G"� Ordr��,� f !WC__ "%71-,t)(�,�./ /12 911 F /S�_•.�) roay 4c DLl ir-e-fr r•S 0Al FS , ISIS/! r` )L T�'[�SJ d Jr_1J Jv- fvlv16rtr-mac alar S l Gr\ J(` /�� kIr i .y� tVr'[C //i.J J / ti f1 Y" 5e'c lloti 4-1.61 �L x <. ^, rict <A ,.1i Pc 1f,.1<<1 0•‘LI !z� tea' C.G-pGcof 11c (OIL,r•�rf ✓rt['ti us I[l1 Ui([)' V V?, \11t<r l R..-= a 2.0 (d - 3.25 SFJ Date 1 Project 1 Project # 1 Page 1 Computed by 1 • 61 of 146 DLR Group Elevate the human experience Checked by 1 through design ( P 2, , 1\ /# (P2.) y1,4tE (02,5) 4t!(44 5/ J2 c (i,'2.$) Or Or t• Lf(t-1d( Jc_ lie, 1.--cl; ( OZ. ) 13,4-ct ; ifok sir 12. LJ 13,1 RGII".'444 6,,A s 41. bri-tej Aft fe A5c 'V— Id (oz d ••••••••••••••••••••••••••••••••••••••••••• RAM RAMFrameAnalysis.RFAn.1 )ataBase: Boeing 9-101Current 06/09/2017 09:03:59 2 FF EE DD CC BB M5 11 1 22 LI 33 62 of 146 „�, suucunai s RAM Frame 15.02.00.000 Loads and Applied Forces senttey DataBase: Boeing 9-101_Current 63 of 146 06/09/17 09:05:39 LOAD CASE: Seismic Seismic ASCE 7-10 Equivalent Lateral Force Site Class: D Importance Factor: 1.00 Ss: 1.516 g Fa: 1.000 Fv: 1.500 SDs: 1.011 g Occupancy Category: II Seismic Design Category: D Provisions for: Force Ground Level: Base Sl: 0.573 g SDI: 0.573 g Dir Eccent R Ta Equation Building Period -T X + And - 3.5 Std,Ct=0.020,x=0.75 Calculated Y + And - 3.3 Std,Ct=0.020,x=0.75 Calculated TL: 6.00 s Dir Ta Cu T T -used Cs Cs(max) Cs(min) Cs -used k Eq 12.8-2 Eq 12.8-3 Eq 12.8-5 X 0.256 1.400 0.630 0.359 0.289 0.456 0.044 0.289 1.000 Dir Ta Cu T T -used Cs Cs(max) Cs(min) Cs -used k Eq12.8-2 Eq12.8-3 Eq12.8-5 Y 0.256 1.400 0.150 0.150 0.311 1.172 0.044 0.311 1.000 Total Building Weight (kips) = 133.63 APPLIED DIAPHRAGM FORCES Type: EQ_ASCE710_X_+E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Level 2 1 30.00 38.12 0.00 15.81 69.35 Level 1 1 16.00 0.47 0.00 34.53 -1.63 APPLIED STORY FORCES Type: EQ_ASCE710_X_+E_F Level Ht Fx Fy ft kips kips Level2 30.00 38.12 0.00 Level 1 16.00 0.47 0.00 38.59 0.00 Diaphragm 1 on Story Level 1 has no Lateral Member. Load on this Diaphragm is NEGLECTED. APPLIED DIAPHRAGM FORCES Type: EQ_ASCE710_X= E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Loads and Applied Forces 64 of 146 RA" ouaixisrstm RAM Frame 15.02.00.000 Page 2/3 Bentley DataBase: Boeing 9-101_Current 06/09/17 09:05:39 Level 2 Level 1 1 30.00 38.12 0.00 15.81 56.30 1 16.00 0.47 0.00 34.53 -2.23 APPLIED STORY FORCES Type: EQ_ASCE710_X_-E_F Level Ht Fx Fy ft kips kips Level2 30.00 38.12 0.00 Level 1 16.00 0.47 0.00 38.59 0.00 Diaphragm 1 on Story Level 1 has no Lateral Member. Load on this Diaphragm is NEGLECTED. APPLIED DIAPHRAGM FORCES Type: EQ_ASCE710_Y_+E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Level 2 1 30.00 0.00 41.05 17.71 62.83 Level 1 1 16.00 0.00 0.51 34.88 -1.93 APPLIED STORY FORCES Type: EQ_A S CE710_Y_+E_F Level Ht Fx Fy ft kips kips Level2 30.00 0.00 41.05 Level 1 16.00 0.00 0.51 0.00 41.56 Diaphragm 1 on Story Level 1 has no Lateral Member. Load on this Diaphragm is NEGLECTED. APPLIED DIAPHRAGM FORCES Type: EQ_ASCE710_Y_-E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft Level 2 1 30.00 0.00 41.05 13.90 62.83 Level 1 1 16.00 0.00 0.51 34.18 -1.93 APPLIED STORY FORCES Type: EQ_ASCE710_Y_-E_F Level Ht Fx Fy Loads and Applied Forces 65 of 146 RAM Structural System RAM Frame 15.02.00.000 Page 3/3 "_,r_y$enttey- DataBase: Boeing 9-101_Current 06/09/17 09:05:39 Level 2 Level 1 ft kips kips 30.00 0.00 41.05 16.00 0.00 0.51 0.00 41.56 Diaphragm 1 on Story Level 1 has no Lateral Member. Load on this Diaphragm is NEGLECTED. RAM Frame 15.02.00.000 RAMStruciwaisrstem DataBase: Boeing 9-101_Current ta Bentley Building Code: IBC Drift 66 of 146 06/09/17 09:34:35 Steel Code: IBC CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P -Delta: Yes Scale Factor: 1.00 Ground Level: Base LOAD CASE DEFINITIONS: El Seismic EQ_ASCE710_X_+E_F E2 Seismic EQ_ASCE710_X_-E_F E3 Seismic EQ_ASCE710_Y_+E_F E4 Seismic EQ_ASCE710_Y= E_F Displacements for pseudo -flexible and flexible/none diaphragms are reported based on maximum nodal displacement within diaphragm boundary. RESULTS: Location (ft): (0.000, 0.000) Story Level 2 Level 1 LdC Displacement Story Drift Drift Ratio X Y X Y X Y in in in in El 1.0863 0.0139 1.0863 0.0139 0.0030 0.0000 E2 1.1791 -0.0136 1.1791 -0.0136 0.0033 0.0000 E3 -0.0064 0.0719 -0.0064 0.0719 0.0000 0.0002 E4 -0.0355 0.0805 -0.0355 0.0805 0.0001 0.0002 El 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Location (ft): (35.666, 0.000) Story Level 2 Level 1 LdC Displacement Story Drift Drift Ratio X Y X Y X Y in in in in El 1.0863 -0.0128 0.0346 -0.0054 0.0002 0.0000 E2 1.1791 0.0125 0.0376 0.0053 0.0002 0.0000 E3 -0.0064 0.0682 -0.0002 0.0316 0.0000 0.0002 E4 -0.0355 0.0603 -0.0011 0.0268 0.0000 0.0002 El 1.0517 -0.0074 1.0517 -0.0074 0.0055 0.0000 E2 1.1416 0.0073 1.1416 0.0073 0.0059 0.0000 RAM Frame 15.02.00.000 System DataBase: Boeing 9-101_Current Bentley Building Code: IBC Drift 67 of 146 Page 2/2 06/09/17 09:34:35 Steel Code: IBC Story LdC Displacement Story Drift Drift Ratio E3 -0.0062 0.0366 -0.0062 0.0366 0.0000 0.0002 E4 -0.0344 0.0335 -0.0344 0.0335 0.0002 0.0002 Location (ft): (0.000, 126.000) Story Level 2 Level 1 LdC Displacement Story Drift Drift Ratio X Y X Y X Y in in in in El 1.1805 0.0139 1.1805 0.0139 0.0033 0.0000 E2 1.0869 -0.0136 1.0869 -0.0136 0.0030 0.0000 E3 0.0064 0.0719 0.0064 0.0719 0.0000 0.0002 E4 0.0358 0.0805 0.0358 0.0805 0.0001 0.0002 E 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Location (ft): (35.666, 126.000) Story Level 2 Level 1 LdC Displacement X Y in El 1.1805 E2 E3 E4 1.0869 0.0064 0.0358 in -0.0128 0.0125 0.0682 0.0603 Story Drift Drift Ratio X Y X Y in in 1.1805 -0.0128 0.0033 0.0000 1.0869 0.0125 0.0030 0.0000 0.0064 0.0682 0.0000 0.0002 0.0358 0.0603 0.0001 0.0002 E 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 E4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 oment Prame Drift Check: ax =1.18 in 0 ;3.0)(1.18)/1.0 = 3.54 in Per table 12.12-1. Max allowable drift = .025 (30 ft x12 inlft) _ 9.00 n nt frames are okay for drift Date 1 Project 1 Project # I Page I DIAPHRAGM DESIGN Computed by 1 Checked by 1 STAAD OVA— jr, RA,A1 3t!6 4'14 14/, .3.5V/ 32' itaz /O41' f .1511 ,IV/30.0 68 of 146 DLR Group Elevate the human experience through design ,rs,fr .15-v Jry cls 6Jokl- vV, , br, .21/ 'Jr t 30 w, 69 of 146 Software licensed to Job No Sheet No 1 Rev Part Job Title Ref By 08601 6 -May -07 Chd Client File 9-101 Diaphragm Bracing Date/Time 18 -May -2017 13:34 10 24 25 12 26 13 27 14 2B 15 29 i6 30 17 31 18 9 10 11 12 13 14 15 16 17 20 21 22 23 2 3 3 4 4 5 6 6 7 7 B i}0 Print Time/Date: 09/06/2017 09:25 STAAD.Pro V8i (SELECTseries 5) 20.07.10.66 Print Run 1 of 1 Friday, June 09, 2017, 09,26 AM 0 0 0 0 0 0 0 p o c o 0 o c gggg 2222 gggg O „ ? e 00,00 000, pmi yw � F 4 3 ry ga mgW 4 !0 ry SHEI STRUCTURE TYPE PLANE S'1' ANALYSIS FORCES LIST 2 TO 7 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 o c o 0 0 o c o 0 0 0 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 0 o c c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 gggg 2222 22E2 g222 22g2 g222 Eggg g2g2 VD. co co co co nINNN \m n\De nn\Deskrop\9-101 71 of 146 2222 2222 2222 2'222 222,2 0 0 0 0 0 0 0 2 2222 2222 0 0 o c W 5 4 o a o 0 0 0 0 0 0 o c o 0 0 0 0 0 0 o c n o W y a ry Friday, June 09, 2017 H °a m � x 2 2222 2222 2222 27 2222 222,2 2222s o 0 0 0 0 0 0 0 0 0 0 0 02222 22,22 222,2 2222 2222¢ o 0 0 0 ,2,=; 0 0 Q EMBER FORCES LIST 22 '2 2222 2222 22 2222 NMNM MP M, m r m 6 72 of 146 Tune 09, 2017, 0 0 0 0 0 0 0 s s S gggg 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 gggg in v g h" h v r m r ann\Desktop\9- 73 of 146 June 09, 2017, 09:25 June 09, 2017, z° gggggggg °;2. m E o r N z z z z z z z z z z E F F F F F F F F F H H O J O a C rte» C '4; O a 0 a 0 o u I o u o u o u 1 o u o u o u o u o u o u o u" o u o a o a 5 a a o¢ o a a o a o a o a a s a a o aa o a a a a a a a CO g 74 of 146 Z", z° ayW a ALL UNITS ARS - RIP FEET (UNLESS OTHERWISE Noted) z u m END OF TABULATED RESULT OF 0 U] u n U a a 4 u a Page 12 of 13 75 of 146 Friday, June 09, 2017, In In 76 of 146 Date 1 Project I Project # 1 Pagel Computed by 1 77 of 146 DLR Group Elevate the human experience Checked by 1 through design ki q, „-,; 1), (farvk 17-441) tt• 4r& L) fr -7 23,0k- Lde,iJ (k4) LAF9) fle-,- ;/ilf b,4( r 2,fig 6 ",,, . LRF9) /4-1-C 2, 14,1;(4 v/1›,)f) vvi/s5 pt lo. lifir 4( /- /0 L Current Date: 5/18/2017 11:37 AM Units system: English File name: C:\ProgramData\Bentley\Engineering\RAM Connection.en\Data\9-101 Connections_DIAPHRAGM.cnx\ Steel connections Results 78 of 146 Connection name Connection ID Design code : SP BG 1/4PL 2B3/4 23- : AISC-10 LRFD Family Type : Beam - Girder (BG) : Single plate DEMANDS Description Ru Pu Load type [Kip] [Kip] U 0.20 23.00 Design GEOMETRIC CONSIDERATIONS Dimensions Unit Value Min. value Max. value Sta. References Shear plate Length Thickness Number of bolts Plate or beam web thickness Vertical edge distance Horizontal edge distance Vertical center -to -center spacing (pitch) Beam Vertical edge distance Horizontal edge distance Support Weld size Weld length !`! WARNINGS - Bolt to weld distance out of conventional configuration [in] [in] [in] [in] [in] [in] [in] [in] [1/16in] [in] DESIGN CHECK Verification 6.00 0.38 2 3.44 2 6.88 0.44 12 d p. 10-104 V p. 10-102 f p 10-102 0.38 -- 0.44 V Table 10-9 1.50 1.00 - Tables J3.4, J3.5 1.50 1.50 - p. 10-103 3.00 2.00 5.52 - Sec. J3.3, Sec. J3.5 2.49 1.00- +r/ Tables J3.4, J3.5 1.50 1.50 - -/ p. 10-103 4 4 - ✓ p.10-101 6.00 1.00 - / Sec. J2.2b (Okay for member carrying only diaphragm loads) Unit Capacity Demand Ctrl EQ Ratio References Shear plate Bolts shear Bolt bearing under shear load Shear yielding Shear rupture Block shear Bolt bearing under axial load Tension yielding Tension rupture [Kip] [Kip] [Kip] [Kip] [Kip] [Kip] [Kip] [Kip] 34.59 50.77 48.60 41.60 44.67 42.82 72.90 69.33 Pagel 23.00 U 0.20 U 0.20 U 0.20 U 0.20 U 23.00 U 23.00 U 23.00 U 0.66 0 0.000 0.00 0 0.00 0 0.00 0 0.54 0 0.32 0 0.33 0 Tables (7-1..14) Eq. J3-6 Eq. J4-3 Eq. J4-4 Eq. J4-5 Eq. J3-6 Eq. J4-1 Eq. J4-2 79 of 146 Tear out under axial load [Kip] 52.89 23.00 U 0.43 Q Eq. J4-5 Plate (support side) Weld capacity [Kip] 100.23 23.00 U 0.23 Q Tables 8-4 .. 8-11 Beam Bolt bearing under shear load [Kip] 40.37 0.20 U 0.00 Q Eq. J3-6 Shear yielding [Kip] 55.13 0.20 U 0.00 Q Eq. J4-3 Shear rupture [Kip] 41.98 0.20 U 0.00 Q Eq. J4-4 Bolt bearing under axial load [Kip] 29.43 23.00 U 0.78 Q Eq. J3-6 Yielding strength due to axial load [Kip] 172.80 23.00 U 0.13 Q Eq. D2-1 Tension rupture [Kip] 135.81 23.00 U 0.17 Q Eq. J4-2 Tear out under axial load [Kip] 38.12 23.00 U 0.60 0 Eq. J4-5 Support Welds rupture [Kip/ft] 128.70 20.45 U 0.16 0 p. 9-5 Global critical strength ratio 0.78 Page2 RAM Frame 15.02.00.000 wusaicu&,s„+em DataBase: Boeing 9-101_Separate Lateral Fla Benttey Building Code: IBC Frame Reaction Envelope 80 of 146 04/26/17 10:22:29 CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P -Delta: Yes Scale Factor: 1.00 Ground Level: Base Mesh Criteria : Max. Distance Between Nodes on Mesh Line (ft) : 4.00 Merge Node Tolerance (in) : 0.0100 Geometry Tolerance (in) : 0.0050 Walls Out -of -plane Stiffness Not Included in Analysis. Sign not considered for Dynamic Load Case Results. Rigid Links Not Included at Fixed Beam -to -Wall Locations Eigenvalue Analysis : Eigen Vectors (Subspace Iteration) LOAD COMBINATION CRITERIA: Roof Live Load: Reducible Live Load factor fl (0.5 or 1.0) 0.500 Sds (for Ev) 1.010 RhoX 1.300 RhoY 1.300 LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER El Seismic EQ_ASCE710_X_+E_F E2 Seismic EQ_ASCE710_X_-E_F E3 Seismic EQ_ASCE710_Y_+E_F E4 Seismic EQ_ASCE710_Y_-E_F LOAD COMBINATIONS: IBC 2012 / ASCE 7-10 LRFD 1 * 1.400 D 2 * 1.200 D + 1.600 Lp 3 * 1.402 D + 0.500 Lp + 1.300 E1 4 * 1.402 D+0.500 Lp+ 1.300 E2 5 * 1.402 D + 0.500 Lp + 1.300 E3 6 * 1.402 D + 0.500 Lp + 1.300 E4 7 * 1.402 D + 0.500 Lp - 1.300 E1 8 * 1.402 D + 0.500 Lp - 1.300 E2 9 * 1.402 D + 0.500 Lp - 1.300 E3 10 * 1.402 D + 0.500 Lp - 1.300 E4 11 * 1.402 D + 1.300 E1 12 * 1.402 D + 1.300 E2 13 * 1.402 D + 1.300 E3 14 * 1.402 D + 1.300 E4 15 * 1.402 D- 1.300 E1 16 * 1.402 D - 1.300 E2 17 * 1.402 D - 1.300 E3 RAM Frame 15.02.00.000 RAM stru tw ISrsten DataBase: Boeing 9-101_Separate Lateral ';Bentley Building Code: IBC Frame Reaction Envelope 81 of 146 Page 2/3 04/26/17 10:22:29 18 * 1.402 D - 1.300 E4 19 * 0.698 D + 1.300 E1 20 * 0.698 D + 1.300 E2 21 * 0.698 D + 1.300 E3 22 * 0.698 D + 1.300 E4 23 * 0.698D- 1.300 E1 24 * 0.698 D - 1.300 E2 25 * 0.698 D - 1.300 E3 26 * 0.698 D - 1.300 E4 * = Load combination currently selected to use REACTION MAXIMA AND MINIMA: Frame #1: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip -ft kip -ft kip -ft 35 Max: 13.09 6.17 45.04 0.00 0.00 0.35 LC: 8 23 8 1 1 3 Min: -12.85 -7.03 -9.26 0.00 0.00 -0.35 LC: 20 3 20 1 1 23 41 Max: 12.87 6.07 44.92 0.00 0.00 0.35 LC: 24 19 4 1 1 3 Min: -13.02 -6.90 -9.30 0.00 0.00 -0.35 LC: 4 7 24 1 1 23 Frame #2: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip -ft kip -ft kip -ft 40 Max: 11.08 0.00 39.53 0.00 0.00 0.00 LC: 7 20 7 1 1 8 Min: -10.94 -0.00 -10.77 0.00 0.00 -0.00 LC: 19 8 19 1 1 20 46 Max: 10.92 0.00 39.65 0.00 0.00 0.00 LC: 23 8 3 1 1 8 Min: -11.15 -0.00 -10.73 0.00 0.00 -0.00 LC: 3 20 23 1 1 20 Frame #3: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip -ft kip -ft kip -ft 36 Max: 0.00 9.25 43.52 0.00 0.00 0.04 LC: 8 10 10 1 1 8 Min: -0.00 -4.93 -16.31 0.00 0.00 -0.04 LC: 20 22 22 1 1 20 RAM Frame 15.02.00.000 RAM Structural System DataBase: Boeing 9-101_Separate Lateral 71 Bentley Building Code: IBC Frame Reaction Envelope 82 of 146 Page 3/3 04/26/17 10:22:29 Node Rx Ry Rz Mxx Myy Tzz 37 Max: 0.00 5.32 52.90 0.00 0.00 0.04 LC: 20 26 2 1 1 8 Min: -0.00 -8.00 -13.52 0.00 0.00 -0.04 LC: 8 6 26 1 1 20 Frame #4: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip -ft kip -ft kip -ft 38 Max: 0.00 9.35 55.78 0.00 0.00 0.04 LC: 8 10 2 1 1 8 Min: -0.00 -4.83 -12.81 0.00 0.00 -0.04 LC: 20 22 22 1 1 20 39 Max: 0.00 4.71 58.04 0.00 0.00 0.04 LC: 20 26 2 1 1 8 Min: -0.00 -9.71 -12.35 0.00 0.00 -0.04 LC: 8 6 26 1 1 20 Frame #5: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip -ft kip -ft kip -ft 42 Max: 0.00 7.98 40.21 0.00 0.00 0.04 LC: 8 9 9 1 1 8 Min: -0.00 -4.60 -14.62 0.00 0.00 -0.04 LC: 20 21 21 1 1 20 43 Max: 0.00 4.80 44.45 0.00 0.00 0.04 LC: 20 25 5 1 1 8 Min: -0.00 -7.39 -13.14 0.00 0.00 -0.04 LC: 8 5 25 1 1 20 Frame #6: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip -ft kip -ft kip -ft 44 Max: 0.00 8.09 44.87 0.00 0.00 0.04 LC: 8 9 9 1 1 8 Min: -0.00 -4.50 -12.73 0.00 0.00 -0.04 LC: 20 21 21 1 1 20 45 Max: 0.00 4.43 45.65 0.00 0.00 0.04 LC: 20 25 5 1 1 8 Min: -0.00 -8.29 -12.44 0.00 0.00 -0.04 LC: 8 5 25 1 1 20 RAM Frame 15.02.00.000 RAN Structural System DataBase: Boeing 9-101_Current Bentley Building Code: IBC Code Check Summary 83 of 146 06/09/17 10:10:18 Steel Code: AISC360-10 LRFD CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P -Delta: Yes Scale Factor: 1.00 Ground Level: Base Mesh Criteria : Max. Distance Between Nodes on Mesh Line (ft) : 4.00 Merge Node Tolerance (in) : 0.0100 Geometry Tolerance (in) : 0.0050 Walls Out -of -plane Stiffness Not Included in Analysis. Sign not considered for Dynamic Load Case Results. Rigid Links Not Included at Fixed Beam -to -Wall Locations Eigenvalue Analysis : Eigen Vectors (Subspace Iteration) LOAD COMBINATION CRITERIA: Live Load factor fl (0.5 or 1.0) 1.000 Sds (for Ev) 1.010 RhoX 1.300 RhoY 1.300 LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER El Seismic EQ_ASCE710_X_+E_F E2 Seismic EQ_ASCE710_X_ E_F E3 Seismic EQ_ASCE710_Y_+E_F E4 Seismic EQ_ASCE710_Y_-E_F LOAD COMBINATIONS: IBC 2012 / ASCE 7-10 LRFD 1 * 1.400 D 2 * 1.200 D + 1.600 Lp 3 * 1.402 D + 1.000 Lp + 1.300 E1 4 * 1.402 D + 1.000 Lp + 1.300 E2 5 * 1.402 D + 1.000 Lp + 1.300 E3 6 * 1.402 D + 1.000 Lp + 1.300 E4 7 * 1.402 D + 1.000 Lp - 1.300E 1 8 * 1.402 D + 1.000 Lp - 1.300 E2 9 * 1.402 D + 1.000 Lp - 1.300 E3 10 * 1.402 D + 1.000 Lp - 1.300 E4 11 * 1.402D+1.300 E1 12 * 1.402 D + 1.300 E2 13 * 1.402 D + 1.300 E3 14 * 1.402 D + 1.300 E4 15 * 1.402 D- 1.300E1 16 * 1.402 D - 1.300 E2 17 * 1.402 D - 1.300 E3 18 * 1.402 D - 1.300 E4 RAM Frame 15.02.00.000 RAM Slrnmwal System DataBase: Boeing 9-101_Current Benttej Building Code: IBC Code Check Summary 84 of 146 Page 2/3 06/09/17 10:10:18 Steel Code: AISC360-10 LRFD Major Minor 19 * 0.698D+1.300 E1 20 * 0.698 D + 1.300 E2 21 * 0.698 D + 1.300 E3 22 * 0.698 D + 1.300 E4 23 * 0.698 D - 1.300 E1 24 * 0.698 D - 1.300 E2 25 * 0.698 D - 1.300 E3 26 * 0.698 D - 1.300 E4 * = Load combination currently selected to use Frame #1: Level: Level 2 Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 1 13.16 -97.43 1.69 -8.96 -0.19 4 0.20 (H1 -1b) 50 W18X65 Per H1.3 8 15.41 101.77 10.56 10.06 0.19 8 0.35 (H1 -1b) 50 W18X65 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 2 8.78 -29.87 5.00 12.89 0.27 2 0.17 (H1 -lb) 50 W16X57 Level: Level 1 Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 1 44.68 203.69 3.04 -13.30 -0.19 8 0.44 (H1 -1b) 50 W18X65 Per H1.3 8 54.66 -201.83 -3.00 13.18 0.19 4 0.44 (H1 -1b) 50 W18X65 Per H1.3 Beam Pu Mux Muy Vux Vuy LC Interact. Fy # kip kip -ft kip -ft kip kip ksi 2 18.64 -110.84 0.00 -17.09 -0.00 4 0.29 (HI -lb) 50 Per H1.3 Frame #2: Size W16X57 Level: Level 2 Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 7 11.20 -97.69 0.00 -9.10 0.00 3 0.20 (H1 -lb) 50 W18X65 Per H1.3 14 11.05 96.01 -0.00 8.93 -0.00 7 0.20 (H1 -1b) 50 W18X65 Per H1.3 RAM Frame 15.02.00.000 RAM SWcwralSystem DataBase: Boeing 9-101_Current J Bentley Building Code: IBC Code Check Summary 85 of 146 Page 3/3 06/09/17 10:10:18 Steel Code: AISC360-10 LRFD Beam Pu Mux Muy Vux Vuy LC Interact. Fy # kip kip -ft kip -ft kip kip ksi 23 33.30 0.00 0.00 7.35 -0.00 7 0.17 Axial 50 Size W16X57 Level: Level 1 Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 7 42.25 200.59 0.00 -13.10 -0.00 7 0.43 (H1 -1b) 50 W18X65 Per H1.3 14 42.42 -200.26 0.00 13.07 -0.00 3 0.43 (H1 -1b) 50 W18X65 Per H1.3 Beam Pu Mux Muy Vux Vuy LC Interact. Fy # kip kip -ft kip -ft kip kip ksi 8 19.56 -106.17 -0.00 14.92 -0.00 7 0.28 (H1 -1b) 50 Per H1.3 Size W16X57 Seismic Provisions Member Code Check Summary RAM Frame 15.02.00.000 muckus,walsn,em DataBase: Boeing 9-101_Current r Bentley Building Code: IBC 86 of 146 06/09/17 10:10:18 Steel Code: AISC341-10 - LRFD Frame #1: Criteria Apply one and two story exceptions where applicable Story:Level 2 Column: 1 Size:W18X65 Fy (ksi): 50.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength D2.5c Required Shear Strength Type: Ordinary Moment Resisting Frame Criteria Apply one and two story exceptions where applicable Story:Level 2 Column: 8 Size:W18X65 Fy (ksi): 50.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength D2.5c Required Shear Strength Type: Ordinary Moment Resisting Frame Criteria Apply one and two story exceptions where applicable Story:Level 2 Beam: 2 Size:W16X57 Fy (ksi): 50.00 Type: Ordinary Moment Resisting Frame Criteria Apply one and two story exceptions where applicable Story:Level 1 Column: 1 Size:W18X65 Fy (ksi): 50.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength D2.5c Required Shear Strength Type: Ordinary Moment Resisting Frame Criteria Apply one and two story exceptions where applicable Story:Level 1 Column: 8 Size:W18X65 Fy (ksi): 50.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength D2.5c Required Shear Strength Type: Ordinary Moment Resisting Frame Seismic Provisions Member Code Check Summary RAM Frame 15.02.00.000 RAM Structural System DataBase: Boeing 9-101_Current %;8enttey Building Code: IBC 87 of 146 Page 2/4 06/09/17 10:10:18 Steel Code: AISC341-10 - LRFD Criteria Apply one and two story exceptions where applicable Story:Level 1 Beam: 2 Size:W16X57 Fy (ksi): 50.00 Type: Ordinary Moment Resisting Frame Seismic Provisions Member Code Check Summary RAM Frame 15.02.00.000 RAM Suuo a,systsa, DataBase: Boeing 9-101_Current Senttey Building Code: IBC 88 of 146 Page 3/4 06/09/17 10:10:18 Steel Code: AISC341-10 - LRFD Frame #2: Criteria Apply one and two story exceptions where applicable Story:Level 2 Column: 7 Size:W18X65 Fy (ksi): 50.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength D2.5c Required Shear Strength Type: Ordinary Moment Resisting Frame Criteria Apply one and two story exceptions where applicable Story:Level 2 Column: 14 Size:W18X65 Fy (ksi): 50.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength D2.5c Required Shear Strength Type: Ordinary Moment Resisting Frame Criteria Apply one and two story exceptions where applicable Story:Level 2 Beam: 23 Size:W16X57 Fy (ksi): 50.00 Type: Ordinary Moment Resisting Frame Criteria Apply one and two story exceptions where applicable Story:Level 1 Column: 7 Size:W18X65 Fy (ksi): 50.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength D2.5c Required Shear Strength Type: Ordinary Moment Resisting Frame Criteria Apply one and two story exceptions where applicable Story:Level 1 Column: 14 Size:W18X65 Fy (ksi): 50.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength D2.5c Required Shear Strength Type: Ordinary Moment Resisting Frame Seismic Provisions Member Code Check Summary 89 of 146 RAM Frame 15.02.00.000 Page 4/4 RAMRAM StructuralSMem DataBase: Boeing 9-101_Current 06/09/17 10:10:18 Bentley Building Code: IBC Steel Code: AISC341-10 - LRFD Criteria Apply one and two story exceptions where applicable Story:Level 1 Beam: 8 Size:W16X57 Fy (ksi): 50.00 Type: Ordinary Moment Resisting Frame Frame Reaction Envelope RAM Frame 15.02.00.000 Mf (olvrh f"-c-i'f MM Sirvelwal Srirom DataBase: Boeing 9-101_Current ,✓/ Ove -5 'r- Bentley- Building Code: IBC 90 of 146 05/04/17 10:50:35 CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P -Delta: Yes Scale Factor: 1.00 Ground Level: Base Mesh Criteria : Max. Distance Between Nodes on Mesh Line (ft) : 4.00 Merge Node Tolerance (in) : 0.0100 Geometry Tolerance (in) : 0.0050 Walls Out -of -plane Stiffness Not Included in Analysis. Sign not considered for Dynamic Load Case Results. Rigid Links Not Included at Fixed Beam -to -Wall Locations Eigenvalue Analysis : Eigen Vectors (Subspace Iteration) LOAD COMBINATION CRITERIA: Roof Live Load: Reducible Live Load factor fl (0.5 or 1.0) 1.000 V Sds (for Ev) 1.010 Omega_o 3.000 LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER El Seismic EQ ASCE710_X +E_F E2 Seismic EQ_ASCE710_X-E_F E3 Seismic EQ_ASCE710_Y_-E_F E4 Seismic EQ_ASCE710_Y_-E_F LOAD COMBINATIONS: IBC 2012 / ASCE 7-10 LRFD 1 * 1.402 D + 1.000 Lp + 3.000E 1 2 * 1.402 D + 1.000 Lp - 3.000 E2 3 * 1.402 D + 1.000 Lp - 3.000 E3 4 * 1.402 D + 1.000 Lp + 3.000 E4 5 * 1.402 D + 1.000 Lp - 3.000E 1 6 * 1.402D- 1.000Lp-3.000E2 7 * 1.402 D - 1.000 Lp - 3.000 E3 8 * 1.402 D + 1.000 Lp - 3.000 E4 9 * 1.402 D + 3.000E 1 10 * 1.402 D + 3.000 E2 11 * 1.402 D + 3.000 E3 12 * 1.402 D + 3.000 E4 13 * 1.402 D - 3.000 El 14 * 1.402 D - 3,000 E2 15 * 1.402 D - 3.000 E3 16 * 1.402 D - 3.000 E4 17 * 0.698 D + 3.000E 1 18 * 0.698 D + 3.000 E2 RAM Frame 15.02.00.000 DataBase: Boeing 9-101_Current Bentley- Building Code: IBC Frame Reaction Envelope 91 of 146 Page 2/2 05/04/17 10:50:35 19 * 0.698 D + 3.000 E3 20 * 0.698 D + 3.000 E4 21 * 0.698 D - 3.000 El 22 * 0.698 D - 3.000 E2 23 * 0.698 D - 3.000 E3 24 * 0.698 D - 3.000 E4 * = Load combination currently selected to use Code checks. requiring Emh use (+ 1.000 Emh)lbr LRFD and (+ 0.700 Emh,)forASD in a set of generated load combinations independent of the combinations shown above. REACTION MAXIMA AND MINIMA: Frame #1: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip -ft kip -ft kip -ft 35 Max: 31.71 -0.24 80.61 0.00 0.00 0.00 LC: 6 18 6 1 1 6 Min: -31.42 -0.87 -42.51 0.00 0.00 -0.00 LC: 18 6 18 1 1 18 41 Max: 31.44 -0.24 80.45 0.00 0.00 0.00 LC: 22 22 2 1 1 6 Min: -31.61 -0.87 -42.55 0.00 0.00 -0.00 LC: 2 2 22 1 1 18 Frame #2: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip -ft kip -ft kip -ft 40 Max: 30.49 0.00 73.31 0.00 0.00 0.00 LC: 5 18 5 1 1 6 Min: -30.40 -0.00 -42.70 0.00 0.00 -0.00 LC: 17 6 17 1 1 18 46 Max: 30.38 0.00 73.49 0.00 0.00 0.00 LC: 21 6 1 1 1 6 Min: -30.60 -0.00 -42.66 0.00 0.00 -0.00 LC: 1 18 21 1 1 18 Date I Project 1 Project # I Pagel. Computed by 1 Checked by 1 omr 1 -r -t.55 Irk -5i/ (6 (".^)-\ de51)k-\ fr.g k ) 017(10 frii) 1'11\3 67O 6 k- i-- cf 372 23,ft 23.$"-A7) q2-7/d;e her of /3 7).31`' ; ,y4 1-- vAG, E (127.1")(i)/ 37z q,121fr- (%717 —(11° 4- lir) if cif° 1 140 L f 3/37 1, 7(2 ,c4 [See STAAD output for truss member design DLR Group Elevate the human experience through design o Note: Approach based on SJI Design Guide #11 Steel joist moment frame provisions 93 of 146 Software licensed to Job No Sheet No 1 Rev Part Job Title Ref By Date16-May-07 Chd Client File OMF Truss System.std Date/Time 02 -Jun -2017 11:46 Y Z X 33 4 7 9 2 2 4 3 Print Time/Date: 09/06/2017 09:50 STAAD.Pro V8i (SELECTseries 5) 20.07.10.66 Print Run 1 of 1 Monday, June OS 01041. d a o w E v o ¢ 6 z w a o a74 m � G £ qq O + £ qq C7 •� " " z m w w a . . . . . . . . . . . . . . . . . . . . . \9-101 STAAD\a 94 of 146 4 X 2 0 0 0 0 0 0 0 0 0 0 0 0 0 L. 0 0 4 <2,22g gggg • END OF LATEST ANALYSIS gggggggg MEMBER FORCES LIST 1 TO 5 95 of 146 Monday, June 05, 2 2017, 11:29 AM 0 5 s m m a r m m a m m H x F a o _ o a a S 5 S X 0 0 0 0 0 0 .0 C. 0 0 0 0 0 s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 END OF LATEST ANALYSIS RESULT RESULT OF Lop\9-101 STAAD\0 96 of 146 Monday, June 05, 2017, 11:29 AM STAAB PLANE -- PAGE N0. ************ END OF THE STAAD.Pro RUN *********** **** DATE= JUN 2,2017 TIME= 11:47: 2 **** * For technical assistance on STAAD.Pro, please visit ' * http://selectservices.bentley.com/en-US/ * * Details about additional as istance from s * Bentley and Partners can befound at program menu * Help ->Technical Support * Copyright (c) 1997-2014 Bentley Systems, Inc. * http://www.bentley.eom * C:\Users\mziemann\Deoktop\9-101 STAAD\OMF Truo7 System,anl Page 7 of 7 Date 1 Project 1 Project # 1 Pagel Computed by 1 0 CI -TL U'c-ic to 1 1PM DLR Gro9Cii3 Elevate the human experience Checked by 1 through design /If A (S9 As) (1)5 30T4 .x 12) _A. 0 : 3 / ,/4 =-7 6 "14' r -r'3 1,/,,k flfc /n ;) (22 .1 (h-') 3 , 1 ax 7vir -112,7 -r ) 11 x Date 1 Project I 5- wi Project # 1 Page 1 Computed by 1 Checked by 1 II 1 ef, ire; P. ic 7 7 0 -'2.79(//L25 -m) Ac, t r5 (q2.7 k)(7/5//) 6/4r .21 6, 99 of 146 DLR Group Elevate the human experience through design 2:= 112,71c 1/6A- z5 7-.;15 Asso, 8 ffc1;0).` ((.;111 r e - /A 33o (xi = 27) ft, ( (-#, A 0 - yc 1- A - (HO 4 ity,'#)(2,1 (0.),g-") InV ;A -4- 01/ v (9 )-c i• C5 ( VVI/ )(11)( -0(x1) 0 , k Date 1 Project 1 Project # 1 Pagel Computed by 1 lJxc Checked by 1 DLR GrObb Elevate the human experience through design 4-0 e.-4 /z 5.” kle../// 1 / 14 k Cr 4, 04 ,1 Fj 13‘ 145,)C/fr' tv) v5C 115_t ,g11 deft& ff smipt /z_ ,1 (bt 1,764, 4, ,(0,15, rvt X R cot Cd;49- 7" Z (gq) 7 12 frir fd f4,4_ Date t___ Project l Project # t____. Paget_ Computed by 1 101 of 146 DLR Group Elevate the human experience Checked by 1 through design Jct.- E,L1t(/ o4,71 ftrp ✓ntivn o� ra '1 (2) t� If 6l.ar4 f 1,,,cl�cd� /v� t I . yL d -✓( �i� /i 1 i hJ /t LJ/ =��C (q) Y (Y) k; �>�z = ,1 (,z)010)(y) z�,S� Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam Lic. # : KW -06008828 Description : Existing Steel Rail CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set : IBC 2012 Material Properties Analysis Method : Load Resistance Factor Design Beam Bracing : Completely Unbraced Bending Axis : Minor Axis Bending Applied Loads Beam self weight NOT internally calculated and added Load(s) for Span Number 1 Point Load : E = 15.90 k @ 1.083 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span Mu : Applied Mn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Project Title: Engineer: Project Descr: 04522) 0.745: 1 W6x25 17.220 k -ft 23.112 k -ft E Only 0.000ft Span # 1 0.034 in 0.000 in 0.000 in 0.000 in Span= 1.420 ft W6x25 Project ID: 102 of 146 Printed: 5 JUN 2017. 8:01AM File = c:\Userslmziemann\Documents\ENERCALC Data Files IBOEING-1.EC6 ENERCALC, INC. 1983-2016, Build:6.16.7.21, Ver:6.16.7.21 Fy : Steel Yield : E: Modulus : Licensee : DLR GROUP 36.0 ksi 29,000.0 ksi Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V max Mu + Dsgn. L = 1.42 ft 1 0.000 E Only Dsgn. L = 1.42 ft 1 0.745 0.133 Overall Maximum Deflections Load Combination Span Max. "2 Defl E Only 1 Vertical Reactions Load Combination Overall MAXimum Overall MlNimum 0.0343 Support 1 Support 2 15.900 8.348 E Only* 0.70 11.130 E Only * 0.5250 8.348 E Only 15.900 992 >=360 0 <360 0 <180 0 <180 Design OK 0.133:1 W6x25 15.90 k 119.508 k E Only 0.000 ft Span # 1 Summary of Moment Values Summary of Shear Values max Mu - Mu Max Mny Phi*Mny Cb Rm VuMax Vny Phi*Vny 25.68 23.11 1.00 1.00 -0.00 119.51 119.51 -17.22 17.22 25.68 23.11 1.00 1.00 15.90 119.51 119.51 Location in Span Load Combination 1.420 Support notation : Far left is #1 Max. "+" Defl Location in Span 0.0000 0.000 Values in KIPS www.hilti.us f146 Profis Anchor 2.7.3 Company: Specifier: Address: Phone I Fax: E -Mail: Page: 1 Project: Boeing 9-101 Sub -Project 1 Pos. No.: MF conn Date: 6/5/2017 Specifier's comments: 1 Input data Anchor type and diameter: HIT-HY 200 + HAS B7 3/4 Effective embedment depth: hef = 7.000 in. (hef,Umlt = - in.) Material: ASTM A 193 Grade B7 Evaluation Service Report: ESR -3187 Issued I Valid: 11/1/2016 j 3/1/2018 Proof: Design method ACI 318-14 / Chem Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in. Anchor plate: Ix x lY x t = 16.000 in. x 14.000 in. x 0.500 in.; (Recommended plate thickness: not calculated Profile: no profile Base material: cracked concrete, 5000, fc' = 5000 psi; h = 40.000 in., Temp. short/long: 32/32 °F Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: > No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) Geometry [in.] & Loading [Ib, in.lb] z o Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us �I�I�III��II�I��I III f 146 Profis Anchor 2.7.3 Company: Specifier: Address: Phone I Fax: E -Mail: Page: 2 Project: Boeing 9-101 Sub -Project I Pos. No.: MF conn Date: 6/5/2017 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 0 9200 -9200 0 2 0 9200 -9200 0 max. concrete compressive strain: - [%o] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 0 [Ib] resulting compression force in (x/y)=(0.000/0.000): 0 [Ib] 3 Tension Toad >x 02 01 Load Nua [Ib] Capacity 4, N„ [Ib] Utilization DN = N„a/+ N„ Status Steel Strength* N/A N/A N/A N/A Bond Strength** N/A N/A N/A N/A Sustained Tension Load Bond Strength* N/A N/A N/A N/A Concrete Breakout Strength** N/A N/A N/A N/A * anchor having the highest loading **anchor group (anchors in tension) Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hiki AG, Schaan www.hilti.us f146 Profis Anchor 2.7.3 Company: Specifier: Address: Phone I Fax: E -Mail: Page: 3 Project: Boeing 9-101 Sub -Project I Pos. No.: MF conn Date: 6/5/2017 4 Shear Toad Load V„a [Ib] Capacity $ Vn [Ib] Utilization 13v = V„a/$ Vn Status Steel Strength* 9200 11414 81 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength (Bond Strength controls)** 18400 25450 73 OK Concrete edge failure in direction x-** 18400 20088 92 OK * anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Vsa = av,seis (0.6 Ase,v futa) 4 Voteel z Vua ACI 318-14 Table 17.3.1.1 refer to ICC -ES ESR -3187 Variables Ase,v [in.2] 0.33 Calculations Vsa,eq [Ib] 17560 Results Vsa,eq [Ib] 17560 futa [psi] 125000 aV,seis 0.700 (0.6 Ase,v futa) [Ib] 25085 steel Vsa [Ib] Vua [Ib] 0.650 11414 9200 4.2 Pryout Strength (Bond Strength controls) _ ANa 11 Vcp0 —kcpLlANao) W eel Na W ec2,Na W ed,Na W cp,Na Nbal d Vcpg > Vua ANa see ACI 318-14, Section 17.4.5.1, Fig. R 17.4.5.1(b) ANaO = (2 CNa)2 CNa ACI 318-14 Eq. (17.5.3.1b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.5.1c) = 10 daT uncr ACI 318-14 Eq. (17.4.5.1d) 1100 1 11ec,Na= \1+e")<_1.0 CNa W ed,Na = 0.7 + 0.3 (cal c 1.0 `CNa J cP,IJa = MAX(",Ca!0CCNa 1.0 W� Cac ac Nba — a T k,c aN,seis 1t • da he ACI 318-14 Eq. (17.4.5.3) ACI 318-14 Eq. (17.4.5.4b) ACI 318-14 Eq. (17.4.5.5b) ACI 318-14 Eq. (17.4.5.2) Variables kep T k,c,uncr [psi] da [in.] hef [in.] ca,min [in.] 2 2379 0.750 7.000 8.000 ec1,N [in.] ec2,N [in.] Cac [in.] 1L a aN,seis 0.000 0.000 11.952 1.000 0.750 Calculations CNa [in.] ANa [in.2] ANao [in.2] W ed,Na 10.981 592.53 482.30 0.919 W ect ,Na W ec2,Na W cp,Na Nba [Ib] 1.000 1.000 1.000 16108 Results Vcpg [Ib] 'I) concrete 4) seismic W nonductile Vcpg [Ib] 36357 0.700 1.000 1.000 25450 T k.c [psi] 1302 Vua [Ib] 18400 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us f 146 Profis Anchor 2.7.3 Company: Specifier: Address: Phone I Fax: E -Mail: Page: 4 Project: Boeing 9-101 Sub -Project I Pos. No.: MF conn Date: 6/5/2017 4.3 Concrete edge failure in direction x - AV, cbg (Au o) W ec,v W ed,V W c,V W h,V W parallel,V Vb y Vcbg > Vua Avc see ACI 318-14, Section 17.5.2.1, Fig. R 17.5.2.1(b) Avco W ec,V W ed,V h,V Vb = 4.5 Cyt 1 1+ 2e„ <_ 1.0 3Cai =0.7+0.3(15c )51.0 _.�I1.5Catz1.0 �V1 ha ACI 318-14 Eq. (17.5.2.1b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.5.2.1c) ACI 318-14 Eq. (17.5.2.5) ACI 318-14 Eq. (17.5.2.6b) ACI 318-14 Eq. (17.5.2.8) = 9 X a caps ACI 318-14 Eq. (17.5.2.2b) Variables cat [in.] 14.000 Cat [in.] ecv [in.] W c,V ha [in.] 8.000 0.000 1.200 40.000 le [in.] X. a da [in.] fc [psi] w parallel,V 6.000 1.000 0.750 5000 Calculations Avc [in.2] 777.00 Results Vcbg [Ib] 28697 Avoa [in.2] W ec,V 882.00 1.000 W concrete 0.700 W seismic 1.000 1.000 W ed,V w h,V Vb [Ib] 0.814 1.000 33336 y) nonductile 1.000 (I) Vcbg [lb] Vua [Ib] 20088 18400 5 Warnings • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc.). This means load re -distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. Them factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-14, Chapter 17, Section 17.2.3.4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, the connection design (tension) shall satisfy the provisions of Section 17.2.3.4.3 (b), Section 17.2.3.4.3 (c), or Section 17.2.3.4.3 (d). The connection design (shear) shall satisfy the provisions of Section 17.2.3.5.3 (a), Section 17.2.3.5.3 (b), or Section 17.2.3.5.3 (c). • Section 17.2.3.4.3 (b) / Section 17.2.3.5.3 (a) require the attachment the anchors are connecting to the structure be designed to undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section 17.2.3.4.3 (c) / Section 17.2.3.5.3 (b) waive the ductility requirements and require the anchors to be designed for the maximum tension / shear that can be transmitted to the anchors by a non -yielding attachment. Section 17.2.3.4.3 (d) / Section 17.2.3.5.3 (c) waive the ductility requirements and require the design strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased by too. Installation of Hilti adhesive anchor systems shall be performed by personnel trained to install Hilti adhesive anchors. Reference ACI 318-14, Section 17.8.1. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us f146 Profis Anchor 2.7.3 Company: Specifier: Address: Phone I Fax: E -Mail: Page: 5 Project: Boeing 9-101 Sub -Project I Pos. No.: MF conn Date: 6/5/2017 Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us f146 Profis Anchor 2.7.3 Company: Specifier: Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: 6 Boeing 9-101 MF conn 6/5/2017 6 Installation data Anchor plate, steel: - Profile: no profile Hole diameter in the fixture: df = 0.813 in. Plate thickness (input): 0.500 in. Recommended plate thickness: not calculated Drilling method: Hammer drilled Cleaning: Compressed air cleaning of the drilled hole according to instructions for use is required Anchor type and diameter: HIT-HY 200 + HAS B7 3/4 Installation torque: 1200.002 in.lb Hole diameter in the base material: 0.875 in. Hole depth in the base material: 7.000 in. Minimum thickness of the base material: 8.750 in. 6.1 Recommended accessories Drilling Cleaning Setting • Suitable Rotary Hammer • Properly sized drill bit 8.000 • Compressed air with required accessories to blow from the bottom of the hole • Proper diameter wire brush • Dispenser including cassette and mixer • Torque wrench 4- 3.000 s �2 0 CO 0 0 r` 0 0 o N: U 3.000 1n nnn -) nnn Coordinates Anchor in. Anchor 1 2 x y 6.000 -4.000 6.000 4.000 c.x 14.000 14.000 c+x c_y c,y 16.000 8.000 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hili AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us f 146 Profis Anchor 2.7.3 Company: Specifier: Address: Phone I Fax: E -Mail: Page: 7 Project: Boeing 9-101 Sub -Project I Pos. No.: MF conn Date: 6/5/2017 7 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan RAM Frame 15.02.00.000 RAM Stnicuiraps DataBase: Boeing 9-101_Current Benttey, Building Code: IBC Frame Reaction Envelope 1✓/ Qver Sfi; 110 01 146 05/04/17 10:49:38 CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P -Delta: Yes Scale Factor: 1.00 Ground Level: Base Mesh Criteria : Max. Distance Between Nodes on Mesh Line (ft) : 4.00 Merge Node Tolerance (in) : 0.0100 Geometry Tolerance (in) : 0.0050 Walls Out -of -plane Stiffness Not Included in Analysis. Sign not considered for Dynamic Load Case Results. Rigid Links Not Included at Fixed Beam -to -Wall Locations Eigenvalue Analysis : Eigen Vectors (Subspace Iteration) LOAD COMBINATION CRITERIA: Roof Live Load: Reducible Live Load factor fl (0.5 or 1.0) 1.000 / Sds (for Ev) 1.010 ✓ Omega_o 2.000 V LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER El Seismic EQ_ASCE710_X_+E_F E2 Seismic EQ_ASCE710_X_-EF E3 Seismic EQ_ASCE710_Y_ -E_F E4 Seismic EQ_ASCE710_Y_-E_F LOAD COMBINATIONS: IBC 2012 / ASCE 7-10 LRFD 1 * 1.402 D+ 1.000 Lp+2.000 E1 2 * 1.402 D + 1.000 Lp + 2.000 E2 3 * 1.402 D + 1.000 Lp + 2.000 E3 4 * 1.402 D + 1.000 Lp + 2.000 E4 5 * 1.402 D + 1.000 Lp - 2.000E 1 6 * 1.402D+1.000Lp-2.000E2 7 * 1.402 D + 1.000 Lp - 2.000 E3 8 * 1.402 D + 1.000 Lp - 2.000 E4 9 * 1.402D+2.000 E1 10 * 1.402 D + 2.000 E2 11 * 1.402 D + 2.000 E3 12 * 1.402D+2.000E4 13 * 1.402D-2.000 EI 14 * 1.402 D - 2.000 E2 15 * 1.402 D - 2.000 E3 16 * 1.402 D - 2.000 E4 17 * 0.698D+2.000EI 18 * 0.698 D + 2.000 E2 RAM Frame 15.02.00.000 RAMSIr„,,,5rnem DataBase: Boeing 9-101_Current senttey Building Code: IBC Code Check Summary 111 of 146 06/09/17 10:17:45 Steel Code: AISC360-10 LRFD CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P -Delta: Yes Scale Factor: 1.00 Ground Level: Base Mesh Criteria : Max. Distance Between Nodes on Mesh Line (ft) : 4.00 Merge Node Tolerance (in) : 0.0100 Geometry Tolerance (in) : 0.0050 Walls Out -of -plane Stiffness Not Included in Analysis. Sign not considered for Dynamic Load Case Results. Rigid Links Not Included at Fixed Beam -to -Wall Locations Eigenvalue Analysis : Eigen Vectors (Subspace Iteration) LOAD COMBINATION CRITERIA: Live Load factor fl (0.5 or 1.0) 1.000 Sds (for Ev) 1.010 RhoX 1.300 RhoY 1.300 LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER E1 Seismic EQ_ASCE710_X_+E_F E2 Seismic EQ_ASCE710_X_-E_F E3 Seismic EQ_ASCE710_Y_+E_F E4 Seismic EQ_ASCE710_Y= E_F LOAD COMBINATIONS: IBC 2012 / ASCE 7-10 LRFD 1 * 1.400 D 2 * 1.200 D + 1.600 Lp 3 * 1.402 D + 1.000 Lp + 1.300 E1 4 * 1.402 D + 1.000 Lp + 1.300 E2 5 * 1.402 D + 1.000 Lp + 1.300 E3 6 * 1.402 D + 1.000 Lp + 1.300 E4 7 * 1.402 D + 1.000 Lp - 1.300E 1 8 * 1.402 D + 1.000 Lp - 1.300 E2 9 * 1.402 D + 1.000 Lp - 1.300 E3 10 * 1.402 D + 1.000 Lp - 1.300 E4 11 * 1.402D+1.300 E1 12 * 1.402D+1.300E2 13 * 1.402 D + 1.300 E3 14 * 1.402D+1.300E4 15 * 1.402D-1.300 E1 16 * 1.402 D - 1.300 E2 17 * 1.402 D - 1.300 E3 18 * 1.402 D - 1.300 E4 Code Check Summary 112 of 146 RAM Frame 15.02.00.000 Page 2/4 DataBase: Boeing 9-101_Current 06/09/17 10:17:45 RAM Sbactural System Bentley Building Code: IBC Steel Code: AISC360-10 LRFD 19 * 0.698D+1.300 E1 20 * 0.698 D + 1.300 E2 21 * 0.698 D + 1.300 E3 22 * 0.698 D + 1.300 E4 23 * 0.698 D - 1.300 E1 24 * 0.698 D - 1.300 E2 25 * 0.698 D - 1.300 E3 26 * 0.698 D - 1.300 E4 * = Load combination currently selected to use Frame #3: Level: Level 2 Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 2 27.57 12.40 0.00 -1.34 -0.00 10 0.36 (H1 -la) 46 HSS8X6X1/2 3 38.75 -12.14 -0.00 1.33 0.00 6 0.46 (H1 -1a) 46 HSS8X6X1/2 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 4 -5.72 46.77 -0.00 -9.90 -0.00 2 0.41 (H1 -1b) 50 W10X26 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 2 24.54 0.00 0.00 0.00 0.00 6 0.20 Axial 46 HSS5X5X3/8 3 26.24 0.00 0.00 -0.00 -0.00 10 0.21 (H1 -la) 46 HSS5X5X3/8 Level: Level 1 Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 2 28.75 -3.08 -0.00 0.21 0.00 10 0.29 (H1 -la) 46 HSS8X6X1/2 3 40.60 3.23 0.00 -0.23 -0.00 6 0.40 (H1 -1a) 46 HSS8X6X1/2 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 3 -1.65 -0.37 -0.00 -0.19 -0.00 10 0.01 (H1 -1b) 46 HSS6X6X3/8 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 1 28.08 0.00 0.00 0.00 0.00 10 0.27 (H1 -la) 46 HSS5X5X3/8 2 26.21 0.00 0.00 0.00 0.00 6 0.25 (H1 -la) 46 HSS5X5X3/8 Frame #4: Level: Level 2 Code Check Summary RAM Frame 15.02.00.000 ,�x,srnem DataBase: Boeing 9-101_Current Bentley- Building Code: IBC 113 of 146 Page 3/4 06/09/17 10:17:45 Steel Code: AISC360-10 LRFD Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 4 37.88 12.07 0.00 -1.30 -0.00 10 0.45 (H1 -1a) 46 HSS8X6X1/2 5 38.57 -12.07 -0.00 1.31 0.00 6 0.46 (H1 -1a) 46 HSS8X6X1/2 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 12 -5.90 46.80 0.00 -9.73 0.00 2 0.41 (H1 -1b) 50 W10X26 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 4 29.92 0.00 0.00 -0.00 -0.00 6 0.24 (H1 -la) 46 HSS5X5X3/8 5 26.47 0.00 0.00 -0.00 0.00 10 0.21 (H1 -la) 46 HSS5X5X3/8 Level: Level 1 Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 4 39.72 -3.13 -0.00 0.21 0.00 10 0.39 (H1 -1a) 46 HSS8X6X1/2 5 40.41 3.08 0.00 -0.22 -0.00 6 0.40 (H1- l a) 46 HSS 8X6X 1 /2 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 5 -1.68 -0.38 -0.00 -0.19 -0.00 10 0.01 (H1 -lb) 46 HSS6X6X3/8 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 3 28.02 0.00 0.00 0.00 0.00 10 0.27 (H1 -la) 46 HSS5X5X3/8 4 31.71 0.00 0.00 0.00 0.00 6 0.30 (H1 -la) 46 HSS5X5X3/8 Frame #5: Level: Level 2 Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 9 25.85 12.28 0.00 -1.34 -0.00 9 0.34 (H1 -1a) 46 HSS8X6X1/2 10 34.05 -13.81 0.00 1.58 -0.00 5 0.43 (H1 -la) 46 HSS8X6X1/2 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 30 -4.30 46.78 -0.00 -9.90 -0.00 2 0.40 (H1- 1 b) 50 W10X26 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 12 21.60 0.00 0.00 -0.00 0.00 5 0.17 Axial 46 HSS5X5X3/8 13 21.80 0.00 0.00 -0.00 -0.00 9 0.18 Axial 46 HSS5X5X3/8 Code Check Summary RAM Frame 15.02.00.000 System DataBase: Boeing 9-101_Current JjBentley Building Code: IBC 114 of 146 Page 4/4 06/09/17 10:17:45 Steel Code: AISC360-10 LRFD Level: Level 1 Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 9 27.03 -3.08 0.00 0.22 0.00 9 0.27 (H1 -la) 46 HSS8X6X1/2 10 35.04 3.54 0.00 -0.26 -0.00 5 0.35 (H1 -1a) 46 HSS8X6X1/2 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 13 -1.64 -0.36 -0.00 -0.19 -0.00 9 0.01 (HI -lb) 46 HSS6X6X3/8 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 5 23.32 0.00 0.00 0.00 0.00 9 0.22 (H1-1 a) 46 HSS5X5X3/8 6 23.09 0.00 0.00 0.00 0.00 5 0.22 (H1 -la) 46 HSS5X5X3/8 Frame #6: Level: Level 2 Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 11 33.65 13.73 -0.00 -1.56 -0.00 9 0.42 (H1 -la) 46 HSS8X6X1/2 12 33.94 -13.70 0.00 1.56 0.00 5 0.43 (H1 -la) 46 HSS8X6X1/2 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 31 -4.38 46.81 -0.00 -9.73 -0.00 2 0.41 (H1 -1b) 50 W10X26 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 14 24.23 0.00 0.00 -0.00 -0.00 5 0.20 Axial 46 HSS5X5X3/8 15 21.90 0.00 0.00 -0.00 0.00 9 0.18 Axial 46 HSS5X5X3/8 Level: Level 1 Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 11 34.64 -3.49 0.00 0.26 0.00 9 0.35 (H1 -la) 46 HSS8X6X1/2 12 34.94 3.44 -0.00 -0.26 0.00 5 0.35 (H1-Ia) 46 HSS8X6X1/2 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kip kip -ft kip -ft kip kip ksi 14 -1.67 -0.36 -0.00 -0.19 -0.00 9 0.01 (H1 -1b) 46 HSS6X6X3/8 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size kip kip -ft kip -ft kip kip ksi 7 23.30 0.00 0.00 0.00 0.00 9 0.22 (H1 -la) 46 HSS5X5X3/8 8 25.76 0.00 0.00 0.00 0.00 5 0.25 (H1 -la) 46 HSS5X5X3/8 Seismic Provisions Member Code Check Summary RAM Frame 15.02.00.000 RAM Structural System DataBase: Boeing 9-101_Current J Bentley- Building Code: IBC 115 of 146 06/09/17 10:17:45 Steel Code: AISC341-10 - LRFD Frame #3: Criteria Apply one and two story exceptions where applicable Story:Level 2 Column: 2 Size:HSS8X6X1/2 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength Column Splices Type: Ordinary Concentrically Braced Frame Criteria Apply one and two story exceptions where applicable Story:Level 2 Column: 3 Size:HSS8X6X1/2 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength Column Splices Type: Ordinary Concentrically Braced Frame Criteria Apply one and two story exceptions where applicable Story:Level 2 Beam: 4 Type: Ordinary Concentrically Braced Frame Size:W10X26 Fy (ksi): 50.00 No Special Seismic Provision Checks Required For This Member Criteria Apply one and two story exceptions where applicable Story:Level 2 Brace: 2 Type: Ordinary Concentrically Braced Frame Size:HSS5X5X3/8 Fy (ksi): 46.00 F1.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Criteria Apply one and two story exceptions where applicable Story:Level 2 Brace: 3 Type: Ordinary Concentrically Braced Frame Size:HSS5X5X3/8 Fy (ksi): 46.00 F1.5a Basic Requirements (DI.1 Moderately Ductile) --- OK Criteria Apply one and two story exceptions where applicable Story:Level 1 Column: 2 Type: Ordinary Concentrically Braced Frame Seismic Provisions Member Code Check Summary RAM Frame 15.02.00.000 RAM Structural System DataBase: Boeing 9-101_Current FA;Benttey Building Code: IBC 116 of 146 Page 2/8 06/09/17 10:17:45 Steel Code: AISC341-10 - LRFD Size:HSS8X6X1/2 Fy (ksi): 46.00 Dl .4a Required Strength --- OK D2.5b Column Splices - Required Strength Column Splices Criteria Apply one and two story exceptions where applicable Story:Level 1 Column: 3 Size:HSS8X6X1/2 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength Column Splices Type: Ordinary Concentrically Braced Frame Criteria Apply one and two story exceptions where applicable Story:Level 1 Beam: 3 Type: Ordinary Concentrically Braced Frame Size:HSS6X6X3/8 Fy (ksi): 46.00 No Special Seismic Provision Checks Required For This Member Criteria Apply one and two story exceptions where applicable Story:Level 1 Brace: 1 Type: Ordinary Concentrically Braced Frame Size:HSS5X5X3/8 Fy (ksi): 46.00 F1.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Criteria Apply one and two story exceptions where applicable Story:Level 1 Brace: 2 Type: Ordinary Concentrically Braced Frame Size:HSS5X5X3/8 Fy (ksi): 46.00 F1.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Seismic Provisions Member Code Check Summary RAM Frame 15.02.00.000 RAM Structural System DataBase: Boeing 9-101_Current Bentley- Building Code: IBC 117 of 146 Page 3/8 06/09/17 10:17:45 Steel Code: AISC341-10 - LRFD Frame #4: Criteria Apply one and two story exceptions where applicable Story:Level 2 Column: 4 Size:HSS8X6X1/2 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength Column Splices Type: Ordinary Concentrically Braced Frame Criteria Apply one and two story exceptions where applicable Story:Level 2 Column: 5 Size:HSS8X6X1/2 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength Column Splices Type: Ordinary Concentrically Braced Frame Criteria Apply one and two story exceptions where applicable Story:Level 2 Beam: 12 Type: Ordinary Concentrically Braced Frame Size:W10X26 Fy (ksi): 50.00 No Special Seismic Provision Checks Required For This Member Criteria Apply one and two story exceptions where applicable Story:Level 2 Brace: 4 Type: Ordinary Concentrically Braced Frame Size:HSS5X5X3/8 Fy (ksi): 46.00 F1.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Criteria Apply one and two story exceptions where applicable Story:Level 2 Brace: 5 Type: Ordinary Concentrically Braced Frame Size:HSS5X5X3/8 Fy (ksi): 46.00 F1.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Criteria Apply one and two story exceptions where applicable Story:Level 1 Column: 4 Type: Ordinary Concentrically Braced Frame Seismic Provisions Member Code Check Summary RAM Frame 15.02.00.000 RAM Structural System DataBase: Boeing 9-101_Current ';Benttey Building Code: IBC 118 of 146 Page 4/8 06/09/17 10:17:45 Steel Code: AISC341-10 - LRFD Size:HSS8X6X1/2 Fy (ksi): 46.00 Dl .4a Required Strength --- OK D2.5b Column Splices - Required Strength Column Splices Criteria Apply one and two story exceptions where applicable Story:Level 1 Column: 5 Size:HSS8X6X1/2 Fy (ksi): 46.00 D 1.4a Required Strength --- OK D2.5b Column Splices - Required Strength Column Splices Type: Ordinary Concentrically Braced Frame Criteria Apply one and two story exceptions where applicable Story:Level 1 Beam: 5 Type: Ordinary Concentrically Braced Frame Size:HSS6X6X3/8 Fy (ksi): 46.00 No Special Seismic Provision Checks Required For This Member Criteria Apply one and two story exceptions where applicable Story:Level 1 Brace: 3 Type: Ordinary Concentrically Braced Frame Size:HSS5X5X3/8 Fy (ksi): 46.00 F1.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Criteria Apply one and two story exceptions where applicable Story:Level 1 Brace: 4 Type: Ordinary Concentrically Braced Frame Size:HSS5X5X3/8 Fy (ksi): 46.00 F1.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Seismic Provisions Member Code Check Summary RAM Frame 15.02.00.000 RAM Shuttles' System DataBase: Boeing 9-101_Current %Bentley- Building Code: IBC 119 of 146 Page 5/8 06/09/17 10:17:45 Steel Code: AISC341-10 - LRFD Frame #5: Criteria Apply one and two story exceptions where applicable Story:Level 2 Column: 9 Size:HSS8X6X1/2 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength Column Splices Type: Ordinary Concentrically Braced Frame Criteria Apply one and two story exceptions where applicable Story:Level 2 Column: 10 Size:HSS8X6X1/2 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength Column Splices Type: Ordinary Concentrically Braced Frame Criteria Apply one and two story exceptions where applicable Story:Level 2 Beam: 30 Type: Ordinary Concentrically Braced Frame Size:W10X26 Fy (ksi): 50.00 No Special Seismic Provision Checks Required For This Member Criteria Apply one and two story exceptions where applicable Story:Level 2 Brace: 12 Type: Ordinary Concentrically Braced Frame Size:HSS5X5X3/8 Fy (ksi): 46.00 F1.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Criteria Apply one and two story exceptions where applicable Story:Level 2 Brace: 13 Type: Ordinary Concentrically Braced Frame Size:HSS5X5X3/8 Fy (ksi): 46.00 F1.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Criteria Apply one and two story exceptions where applicable Story:Level 1 Column: 9 Type: Ordinary Concentrically Braced Frame Seismic Provisions Member Code Check Summary RAM Frame 15.02.00.000 RAM Strao,wal SMam DataBase: Boeing 9-101_Current ',Bentley- Building Code: IBC 120 of 146 Page 6/8 06/09/17 10:17:45 Steel Code: AISC341-10 - LRFD Size:HSS8X6X1/2 Fy (ksi): 46.00 Dl .4a Required Strength --- OK D2.5b Column Splices - Required Strength Column Splices Criteria Apply one and two story exceptions where applicable Story:Level 1 Column: 10 Size:HSS8X6X1/2 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength Column Splices Type: Ordinary Concentrically Braced Frame Criteria Apply one and two story exceptions where applicable Story:Level 1 Beam: 13 Type: Ordinary Concentrically Braced Frame Size:HSS6X6X3/8 Fy (ksi): 46.00 No Special Seismic Provision Checks Required For This Member Criteria Apply one and two story exceptions where applicable Story:Level 1 Brace: 5 Type: Ordinary Concentrically Braced Frame Size:HSS5X5X3/8 Fy (ksi): 46.00 F1.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Criteria Apply one and two story exceptions where applicable Story:Level 1 Brace: 6 Type: Ordinary Concentrically Braced Frame Size:HSS5X5X3/8 Fy (ksi): 46.00 F1.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Seismic Provisions Member Code Check Summary RAM Frame 15.02.00.000 RAN structural system DataBase: Boeing 9-101_Current Bentley- Building Code: IBC 121 of 146 Page 7/8 06/09/17 10:17:45 Steel Code: AISC341-10 - LRFD Frame #6: Criteria Apply one and two story exceptions where applicable Story:Level 2 Column: 11 Size:HSS8X6X1/2 Fy (ksi): 46.00 D 1.4a Required Strength --- OK D2.5b Column Splices - Required Strength Column Splices Type: Ordinary Concentrically Braced Frame Criteria Apply one and two story exceptions where applicable Story:Level 2 Column: 12 Size:HSS8X6X1/2 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength Column Splices Type: Ordinary Concentrically Braced Frame Criteria Apply one and two story exceptions where applicable Story:Level 2 Beam: 31 Type: Ordinary Concentrically Braced Frame Size:W10X26 Fy (ksi): 50.00 No Special Seismic Provision Checks Required For This Member Criteria Apply one and two story exceptions where applicable Story:Level 2 Brace: 14 Type: Ordinary Concentrically Braced Frame Size:HSS5X5X3/8 Fy (ksi): 46.00 F1.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Criteria Apply one and two story exceptions where applicable Story:Level 2 Brace: 15 Type: Ordinary Concentrically Braced Frame Size:HSS5X5X3/8 Fy (ksi): 46.00 F1.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Criteria Apply one and two story exceptions where applicable Story:Level 1 Column: 11 Type: Ordinary Concentrically Braced Frame Seismic Provisions Member Code Check Summary RAM Frame 15.02.00.000 naasauctwaisow. DataBase: Boeing 9-101_Current Bentley Building Code: IBC 122 of 146 Page 8/8 06/09/17 10:17:45 Steel Code: AISC341-10 - LRFD Size:HSS8X6X1/2 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength Column Splices Criteria Apply one and two story exceptions where applicable Story:Level 1 Column: 12 Size:HSS8X6X1/2 Fy (ksi): 46.00 D1.4a Required Strength --- OK D2.5b Column Splices - Required Strength Column Splices Type: Ordinary Concentrically Braced Frame Criteria Apply one and two story exceptions where applicable Story:Level 1 Beam: 14 Type: Ordinary Concentrically Braced Frame Size:HSS6X6X3/8 Fy (ksi): 46.00 No Special Seismic Provision Checks Required For This Member Criteria Apply one and two story exceptions where applicable Story:Level 1 Brace: 7 Type: Ordinary Concentrically Braced Frame Size:HSS5X5X3/8 Fy (ksi): 46.00 F1.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Criteria Apply one and two story exceptions where applicable Story:Level 1 Brace: 8 Type: Ordinary Concentrically Braced Frame Size:HSS5X5X3/8 Fy (ksi): 46.00 F1.5a Basic Requirements (D1.1 Moderately Ductile) --- OK Date 1 Project 1 Project # 1 Page 1 Computed by 1 (0i€ 4) L/Sc 123 of 146 DLR Group Elevate the human experience Checked by 1 through design F,- / o/Jk f, C c. kr--11 L-0-6 ( 11. (..) r•-* 4:1 lot \ Arem-e gas c Eirt. (1)t) (7)4) (6 L M 17,1_ 0,7_ 71.7 21.7 37, i( 37, Liu ,q Date 1 Project 1 Project # 1 Pagel Computed by 1 Checked by I ( orintclia f, d1 j (j'1 P P 1/) 124 of 146 DLR Group Elevate the human experience through design 14 141 - 17, rt. to.t Date I Project 1 Project # 1 Page 1 Computed by 1 /0,3( - 36,3k - 2- g = _ - - 31, p - z gas(71100 Checked by 1 (011^-,<. ( 11 ";) CP5C A , b 3C2 (2/6 — — - 2 . 125 of 146 11 DLR Group Elevate the human experience through design Date 1 Project Project # 1 Pagel Computed by 1 p ikife- (0 ni&c. rA, 126 ol 146 DLR Group Elevate the human experience Checked by 1 through design Ax;f Oft tl') (30. 1'4/ (3 12 A >s 7 3, 2 '` ; 17. ) 0 Y 63 S ) e ntLe Current Date: 5/10/2017 11:04 AM Units system: English File name: C:\ProgramData\Bentley\Engineering\RAM Connection.en\Data\9-101 Connections.cnx\ Steel connections Results 127 of 146 Connection name Connection ID Design code : Gusset BP :1 : AISC-10 LRFD Family Type : Column - Base (CB) : Gusset DEMANDS Pu Description Load type [Kip] 40.40 U Design Interface between Gusset - Top right brace Connection: Directly welded DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References Brace - Directly welded Connection Total weld design strength [Kip] 139.21 40.40 U 0.29 0 Eq. J2-4, Eq. J2-6 Maximum weld force that brace can develop [Kip] 195.75 40.40 U 0.21 0 Eq. J4-4 Gusset Maximum weld force that gusset can develop [Kip] 130.50 40.40 U 0.31 0 Eq. J4-4 Block shear on gusset [Kip] 232.95 40.40 U 0.17 0 Eq. J4-5 Ratio 0.31 Checks for gusset and brace DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References Brace Yielding strength due to axial load [Kip] 287.21 40.40 U 0.14 0 Eq. J4-1 Tension rupture [Kip] 175.87 40.40 U 0.23 0 Eq. J4-2 Gusset Tension yielding on the Whitmore section [Kip] 252.85 40.40 U 0.16 0 Eq. J4-1 Ratio 0.23 DEMANDS Description U Beam Column Right gusset interface - base plate Directly welded Ru Pu Mu Pu Mu22 Mu33 Load type [Kip] [Kip] [Kip*ft] [Kip] [Kip*ft] [Kip*ft] 4.78 3.07 0.00 0.00 0.00 0.00 Design Pagel DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References 128 of 146 Gusset Beam yielding (normal stress) [Kip] 64.37 3.07 U 0.05 0 Eq. J4-1 Shear yielding [Kip] 42.91 4.78 U 0.11 0 Eq. J4-3 Weld capacity [Kip] 72.66 7.10 U 0.10 0 Tables 8-4 .. 8-11 Ratio 0.11 Upper right gusset interface - column Directly welded DEMANDS Beam Column Description Ru Pu Mu Pu Mu22 Mu33 Load type [Kip] [Kip] [Kip*ft] [Kip] [Kip*ft] [Kip*ft] U 33.54 12.29 0.00 17.30 0.00 0.00 Design DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References Gusset Beam yielding (normal stress) [Kip] 451.77 12.29 U 0.03 0 Eq. J4-1 Shear yielding [Kip] 301.18 33.54 U 0.11 0 Eq. J4-3 Weld capacity [Kip] 200.70 44.65 U 0.22 0 Tables 8-4 .. 8-11 Column Chord wall plastification [Kip] 120.47 12.29 U 0.10 0 Eq. K1-12 Ratio 0.22 interface between Column - base plate DEMANDS Description Pu Mu22 Mu33 Vu2 Vu3 Load type [Kip] [Kip*ft] [Kip*ft] [Kip] [Kip] 0.00 0.00 0.00 GEOMETRIC CONSIDERATIONS Dimensions 0.00 0.00 Design Design for major axis Base plate (AISC 360 LRFD) Unit Value Min. value Max. value Sta. References Base plate Longitudinal dimension Distance from anchor to edge Weld size Right gusset Weld size [in] 20.00 17.11 - -d DG1 B.4.1 [in] 2.00 0.75 - -' Tables J3.4, J3.5 [1/16in] 5 3 - T table J2.4 [1116in] 7 3 - table J2.4 Page2 129 of 146 DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References Concrete base Axial bearing [Kip/in2] 5.53 0.00 U 0.00 0 DG1 3.1.1; Base plate Flexural yielding (bearing interface) [Kip*ft/ft] 8.10 0.00 U 0.00 0 DG1 Eq. 3.3.13 Flexural yielding (tension interface) [Kip*fUft] 8.10 8.34 U ,1.03 • DG1 Eq. 3.3.13 Right gusset / Weld capacity [Kip/ft] 175.41 13.41 U 0.08 0 p. 8-9, / Sec. J2.5, Sec. J2.4, HSS Manual p. 7-10 Use 50 ksi steel => okay Column Weld capacity [Kip/ft] 125.29 128.35 U 1.02 . p. 8-9, / Sec. J2.5, Extend gusset out for more ' / Sec. J2.4, weld => okay HSS Manual p. 7-10 Ratio 1.03 Page3 Major axis Maximum compression and tension (U) Maximum bearing pressure Minimum bearing pressure Maximum anchor tension Minimum anchor tension Neutral axis angle Bearing length Base plate Concrete stress [kiplin2] 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0.00 [ksi] 0.00 [ksi] 21.37 [Kip] 5.59 [Kip] 0.00 -3.67 [in] Anchors tensions Anchor Transverse Longitudinal Shear Tension [in] [in] [Kip] [Kip] 1 -2.00 -8.00 4.27 21.37 2 -2.00 8.00 4.27 5.59 3 2.00 8.00 4.27 5.59 4 2.00 -8.00 4.27 21.37 Results for tensile breakout (U) Group Area [in2] Tension Anchors [Kip] 1 60.00 42.74 1,4 2 60.00 11.18 2, 3 Major axis Page4 Base plate Anchors tension [kip] -5_59 -6_64 -769 -8 74 -9 8 .1085 -11.9 -12.95 -14 -15 06 -16.11 .17 16 -18_21 -1917 -2032 -21 37 130 of 146 1114106 7,11 Profis Anchor 2.7.3 Geometry [m" 3 Loading [Ib, in,ib] DF Ar�� 94sy� LGrG 131 of 146 1 s u e v $ ACI 31614 Eq. (17.4 5.41$ 13201146 a • 0001q • 00014 11/00"0°, 0000 r Ot 0000 IO0Cri4 0Q0 CV W. V) .. ' 8. 4 • (4 •:1?' •C• (1'.. —A+ 1 $' re. 133 01146 ulting anchor forces 3 Tension load 4 4 0 z < 4 a 4 z z z z d Geometry [in.] 8 Loading lax i 134 of 146 MI IIII1111;0 Prolis Anchor 2.7.3 z cc AC 318-148q v S 0 J Q < # _ tn .1 JeoM f 4 Q M 2 F q > 3 3 2 > z= 72 72 135 of 146 LLI Profis Anchor 2.7.3 L11.1.5AILI Profls Anchor 2.7,3 Fastening meets the design criteria! CCO:t& COO PI OU &CO OCC Um S 136 of 146 P?Pi Bent !BRACED FRAME CONN #2 Current Date: 5/10/2017 3:25 PM Units system: English File name: C:\ProgramData\Bentley\Engineering\RAM Connection.en\Data\9-101 Connections.cnx\ Steel connections Resu Its 137 of 146 Connection name Connection ID Design code : CVR :9 : AISC-10 LRFD Family : Chevron - Braces (CVR) Type : Gusset DEMANDS Beam Pu Description Pu Vu Mu33 Bracel Brace2 Brace3 Brace4 Load type [Kip] [Kip] [Kip*ft] [Kip] [Kip] [Kip] [Kip] U 0.00 0.00 0.00 -40.40 21.70 -40.40 21.70 Design DEMANDS Pu Description Load type [Kip] -40.40 U Design Interface between Gusset - Top right brace Connection: Directly welded DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References Brace - Directly welded Connection Total weld design strength [Kip] 139.21 40.40 U 0.29 0 Eq. J2-4, Eq. J2-6 Maximum weld force that brace can develop [Kip] 195.75 40.40 U 0.21 0 Eq. J4-4 Gusset Maximum weld force that gusset can develop [Kip] 130.50 40.40 U 0.31 0 Eq. J4-4 Ratio 0.31 DESIGN CHECK Verification Checks for gusset and brace Unit Capacity Demand Ctrl EQ Ratio References Gusset Buckling on the Whitmore section [Kip] 164.73 40.40 U 0.25 0 Eq. E3-1 Ratio 0.25 Pagel DEMANDS Pu Description Load type [Kip] 21.70 U Design Interface between Gusset - Top left brace Connection: Directly welded DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References 138 of 146 Brace - Directly welded Connection Total weld design strength [Kip] 139.21 21.70 U 0.16 0 Eq. J2-4, Eq. J2-6 Maximum weld force that brace can develop [Kip] 195.75 21.70 U 0.11 0 Eq. J4-4 Gusset Maximum weld force that gusset can develop [Kip] 130.50 21.70 U 0.17 0 Eq. J4-4 Block shear on gusset [Kip] 205.95 21.70 U 0.11 0 Eq. J4-5 Ratio 0.17 Checks for gusset and brace DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References Brace Yielding strength due to axial load [Kip] Tension rupture [Kip] Gusset Tension yielding on the Whitmore section [Kip] 272.96 21.70 U 0.08 0 Eq. J4-1 166.51 21.70 U 0.13 0 Eq. J4-2 174.53 21.70 U 0.12 0 Eq. J4-1 Ratio 0.13 DEMANDS Pu Description [Kip] -40.40 U Load type Design Interface between Gusset - Bottom left brace Connection: Directly welded DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References Brace - Directly welded Connection Total weld design strength [Kip] 139.21 40.40 U Maximum weld force that brace can develop [Kip] 195.75 40.40 U Gusset Maximum weld force that gusset can develop [Kip] 195.75 40.40 U 0.29 0 Eq. J2-4, Eq. J2-6 0.21 0 Eq. J4-4 0.21 0 Eq. J4-4 Ratio 0.29 Checks for gusset and brace DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References Gusset Buckling on the Whitmore section [Kip] 256.61 40.40 U 0.16 0 Eq. E3-1 Ratio 0.16 Page2 DEMANDS Pu Description Load type [Kip] 21.70 U Design DESIGN CHECK Verification Interface between Gusset - Bottom right brace Connection: Directly welded Unit Capacity Demand Ctrl EQ Ratio References 139 of 146 Brace - Directly welded Connection Total weld design strength [Kip] 139.21 21.70 U 0.16 0 Eq. J2-4, Eq. J2-6 Maximum weld force that brace can develop [Kip] 195.75 21.70 U 0.11 0 Eq. J4-4 Gusset Maximum weld force that gusset can develop [Kip] 195.75 21.70 U 0.11 0 Eq. J4-4 Block shear on gusset [Kip] 308.93 21.70 U 0.07 0 Eq. J4-5 Ratio 0.16 Checks for gusset and brace DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References Brace Yielding strength due to axial load [Kip] 272.96 21.70 U 0.08 0 Eq. J4-1 Tension rupture [Kip] 161.41 21.70 U 0.13 0 Eq. J4-2 Gusset Tension yielding on the Whitmore section [Kip] 261.80 21.70 U 0.08 0 Eq. J4-1 Ratio 0.13 Upper gusset interface - beam Directly welded DEMANDS Beam Column Description Ru Pu Mu Pu Mu22 Mu33 Load type [Kip] [Kip] [Kip*ft] [Kip] [Kip*ft] [Kip*ft] U -31.05 -16.19 -13.33 0.00 0.00 0.00 Design DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References Gusset Beam yielding (normal stress) [Kip] 393.12 23.34 U 0.06 0 Eq. J4-1 Shear yielding [Kip] 262.08 31.05 U 0.12 0 Eq. J4-3 Weld capacity [Kip] 366.27 64.15 U 0.18 0 Tables 8-4 .. 8-11 Beam Web crippling [Kip] 207.31 19.64 U 0.09 0 Eq. J10-4 Local web yielding [Kip] 270.44 19.64 U 0.07 0 Eq. J10-3 Ratio 0.18 Page3 140 of 146 Lower gusset interface - beam Directly welded DEMANDS Beam Column Description Ru Pu Mu Pu Mu22 Mu33 Load type [Kip] [Kip] [Kip*ft] [Kip] [Kip•ft] [Kip*ft] U 26.24 -16.95 11.26 0.00 0.00 0.00 Design DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References Gusset Beam yielding (normal stress) [Kip] 524.19 20.65 U 0.04 0 Eq. J4-1 Shear yielding [Kip] 349.46 26.24 U 0.08 0 Eq. J4-3 Weld capacity [Kip] 203.58 58.70 U 0.29 0 Tables 8-4 .. 8-11 Beam Web crippling [Kip] 195.07 19.78 U 0.10 0 Eq. J10-4 Local web yielding [Kip] 251.53 19.78 U 0.08 0 Eq. J10-3 Ratio 0.29 Global critical strength ratio 0.31 Page4 n Current Date: 5/17/2017 2:09 PM Units system: English File name: C:\ProgramData\Bentley\Engineering\RAM Connection.en\Data\9-101 Connections.cnx\ Steel connections Results 141 of 146 Connection name Connection ID Design code : CBB_DW : 20 : AISC-10 LRFD Family : Column - Beams - Braces (CBB) Type : Gusset IBRACED FRAME CONN #3 DEMANDS Right beam Left beam Column Pu Description Pu Vu Mu33 Pu Vu Mu33 Pu Vu Bracel Brace2 Brace3 Brace4 Load type [Kip] [Kip] [Kip*ft] [Kip] [Kip] [Kip*ft] [Kip] [Kip] [Kip] [Kip] [Kip] [Kip] U 17.80 8.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 37.80 Design Interface between Gusset - Bottom right brace Connection: Directly welded DEMANDS Pu Description Load type [Kip] 37.80 U Design DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References Brace - Directly welded Connection Total weld design strength [Kip] 139.21 37.80 U 0.27 0 Eq. J2-4, Eq. J2-6 Maximum weld force that brace can develop [Kip] 195.75 37.80 U 0.19 0 Eq. J4-4 Gusset Maximum weld force that gusset can develop [Kip] 130.50 37.80 U 0.29 0 Eq. J4-4 Block shear on gusset [Kip] 205.95 37.80 U 0.18 0 Eq. J4-5 Ratio 0.29 Checks for gusset and brace DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References Brace Yielding strength due to axial load [Kip] 287.21 37.80 U 0.13 0 Eq. J4-1 Tension rupture [Kip] 175.87 37.80 U 0.21 0 Eq. J4-2 Gusset Tension yielding on the Whitmore section [Kip] 208.53 37.80 U 0.18 0 Eq. J4-1 Pagel 142 of 146 Ratio 0.21 DEMANDS Description Beam Column Lower right gusset interface - beam Directly welded Ru Pu Mu Pu Mu22 Mu33 Load type [Kip] [Kip] [Kip*ft] [Kip] [Kip*ft] [Kip*ft] U 6.49 12.22 0.00 0.00 0.00 0.00 Design DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References Gusset Beam yielding (normal stress) [Kip] 72.37 12.22 U 0.17 0 Eq. J4-1 Shear yielding [Kip] 48.25 6.49 U 0.13 0 Eq. J4-3 Weld capacity [Kip] 52.80 17.29 U 0.33 0 Tables 8-4 .. 8-11 Beam Weld block shear [Kip] 155.73 6.49 U 0.04 0 Eq. J4-5 Local web yielding [Kip] 82.13 12.22 U 0.15 0 Eq. J10-3 Ratio 0.33 DEMANDS Beam Column Lower right gusset interface - column Directly welded Description Ru Pu Mu Pu Mu22 Mu33 Load type [Kip] [Kip] [Kip*ft] [Kip] [Kip*ft] [Kip*ft] U 22.04 9.49 0.00 0.00 0.00 0.00 Design DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References Gusset Beam yielding (normal stress) [Kip] 301.01 9.49 U 0.03 0 Eq. J4-1 Shear yielding [Kip] 200.67 22.04 U 0.11 0 Eq. J4-3 Weld capacity [Kip] 174.50 30.00 U 0.17 0 Tables 8-4 .. 8-11 Column Chord wall plastification [Kip] 125.75 9.49 U 0.08 0 Eq. K1-12 Ratio 0.17 DEMANDS Description Ru Pu Load type [Kip] [Kip] U 20.42 24.29 Design Right beam interface - column Angles Page2 143 of 146 GEOMETRIC CONSIDERATIONS Dimensions Unit Value Min. value Max. value Sta. References Angle Length [in] 6.00 4.41 8.82 1 p. 10-8 Thickness [in] 0.50 -- 0.63 V p. 10-9 Angle (Beam side) Weld size [1/16in] 3 3 7 J table J2.4, Sec. J2.2b Angle (Column side) Vertical edge distance [in] 1.50 1.00 - '° Tables J3.4, J3.5 Horizontal edge distance [in] 1.38 1.00 - Tables J3.4, J3.5 Vertical center -to -center spacing (pitch) [in] 3.00 2.00 12.00 J Sec. J3.3, Sec. J3.5 Column Horizontal edge distance [in] 1.38 1.00 - i/ Tables J3.4, J3.5 ! WARNINGS - Connector does not fit on support DESIGN CHECK Verification Unit Capacity Demand Ctrl EQ Ratio References Angle (Beam side) Weld capacity [Kip] 97.47 31.73 U 0.33 0 Tables 8-4 .. 8-11 Shear yielding [Kip] 129.60 20.42 U 0.16 0 Eq. J4-3 Angle (Column side) Bolts shear [Kip] 71.60 20.42 U 0.29 0 Tables (7-1..14) Bolt bearing under shear load [Kip] 135.39 20.42 U 0.15 0 p. 7-18, Sec. J3.10 Shear yielding [Kip] 129.60 20.42 U 0.16 0 Eq. J4-3 Shear rupture [Kip] 110.93 20.42 U 0.18 0 Eq. J4-4 Block shear [Kip] 113.90 20.42 U 0.18 0 Eq. J4-5 Resulting tension capacity due prying action [Kip] 33.97 24.29 U 0.71 0 p. 9-10 Beam Welds rupture [Kip/ft] 121.68 43.50 U 0.36 0 p. 9-5 Shear yielding [Kip] 80.34 20.42 U 0.25 0 Eq. J4-3 Shear rupture [Kip] 78.33 20.42 U 0.26 0 Eq. J4-4 Tear out under axial load [Kip] 117.00 24.29 U 0.21 0 Eq. J4-5 Column Bolt bearing under shear load [Kip] 156.60 20.42 U 0.13 0 Eq. J3-6 Ratio 0.71 Global critical strength ratio 0.71 Page3 RAM Frame 15.02.00.000 RAM Structural System DataBase: Boeing 9-101_Current BentLey' Building Code: IBC Frame Reaction Envelope 144 of 146 Page 2/3 05/04/17 10:49:38 19 * 0.698 D + 2.000 E3 20 * 0.698 D + 2.000 E4 21 * 0.698 D - 2.000E 1 22 * 0.698 D - 2.000 E2 23 * 0.698 D - 2.000 E3 24 * 0.698 D - 2.000 E4 * = Load combination currently selected to use Code checks requiring Emh use (- - 1.000 Emh) for LRFD and (+ 0.700 Emh) for ASD in a set of generated load combinations independent of the combinations shown above. REACTION MAXIMA AND MINIMA: Frame #3: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip -ft kip -ft kip -ft 36 Max: 0.00 16.78 67.04 0.00 0.00 0.03 LC: 6 8 8 1 1 6 Min: -0.00 -10.28 -36.24 0.00 0.00 -0.03 LC: 18 20 20 1 1 18 37 Max: 0.00 10.76 75.58 0.00 0.00 0.03 LC: 18 24 4 1 1 6 Min: -0.00 -14.77 -33.24 0.00 0.00 -0.03 LC: 6 4 24 1 1 18 Frame #4: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip -ft kip -ft kip -ft 38 Max: 0.00 16.93 78.16 0.00 0.00 0.03 LC: 6 8 8 1 1 6 Min: -0.00 -10.16 -32.36 0.00 0.00 -0.03 LC: 18 20 20 1 1 18 39 Max: 0.00 9.99 80.26 0.00 0.00 0.03 LC: 18 24 4 1 1 6 Min: -0.00 -17.55 -31.76 0.00 0.00 -0.03 LC: 6 4 24 1 1 18 Frame #5: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip -ft kip -ft kip -ft 42 Max: 0.00 14.55 61.11 0.00 0.00 0.03 LC: 6 7 7 1 1 6 Min: -0.00 -9.44 -32.70 0.00 0.00 -0.03 LC: 18 19 19 1 1 18 RAM Frame 15.02.00.000 DataBase: Boeing 9-101_Current Bentley Building Code: IBC Frame Reaction Envelope 145 of 146 Page 3/3 05/04/17 10:49:38 Node Rx Ry Rz Mxx Myy Tzz 43 Max: 0.00 9.71 68.13 0.00 0.00 0.03 LC: 18 23 3 1 1 6 Min: -0.00 -13.58 -30.99 0.00 0.00 -0.03 LC: 6 3 23 1 1 18 Frame #6: Node Rx Ry Rz Mxx Myy Tzz kips kips kips kip -ft kip -ft kip -ft 44 Max: 0.00 14.73 69.05 0.00 0.00 0.03 LC: 6 7 7 1 1 6 Min: -0.00 -9.33 -30.43 0.00 0.00 -0.03 LC: 18 19 19 1 1 18 45 Max: 0.00 9.21 70.37 0.00 0.00 0.03 LC: 18 23 3 1 1 6 Min: -0.00 -15.10 -30.01 0.00 0.00 -0.03 LC: 6 3 23 1 1 18 Datel. Project 1_ Project # 1 Page t. Computed by Checked by P;- CKI1D C5, 4 kl( 1 roe 11\ CI- c -k it- 46 iDi $ ef (11c;419 1.2,..5 t_ 17r IN , Ou <of fr 5 /5-000 f e g it /,DI efit (r-d-k-r;A, RAfik )4,2A e _ o e 5kjI& )J,/ v/ r n 01,7.1y 146 of 146 DLR Group Elevate the human experience through design 12/1/2017 City of Tukwila Department of Community Development JOHN S MURDOCH PO BOX 3707 MC 46-88 SEATTLE, WA 98124 RE: Permit No. D17-0165 BOEING #9-101 - THERMOPLASTICS 9725 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 1/22/2018. 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 1/22/2018, 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, /) achelle Ripley Permit Technician File No: D17-0165 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: D17-0165 DATE: 06/21/17 PROJECT NAME: BOEING #9-101 - THERMOPLASTICS SITE ADDRESS: 9725 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: AVC (o,611 Building Division R A� �L 'i arWl\lorics A.A Alk)C-7-H-C-7 Fire Prevention 5 Structural Ofk Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 06/22/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/20/17 Approved Corrections Required Approved with Conditions ❑ ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 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 Washington State Department of Labor & ndustries BOEING COMPANY, THE [„Avner or TmciesrerSall LOHR, MICHAEL LOHR, MICHAEL, SECRETARY MCNERNEY, W (JAMES), PRESIDENT (End: 01/13/2017) WOLTER, CHRISTOPHER, TREASURER (End: 01/16/2015) READ, PAUL, SECRETARY (End: 02/07/2013) SHRONTZ, F A, SECRETARY (End: 02/07/2013) GIVAN, B E, SECRETARY (End: 02/07/2013) KING, C G, SECRETARY (End: 02/07/2013) BEIGHLE, D P, TREASURER (End: 02/07/2013) COLLINS, T J, TREASURER (End: 02/07/2013) BUDINICH, T M, TREASURER (End: 02/07/2013) WOODARD, R B, TREASURER (End: 02/07/2013) CRUZE, D D, TREASURER (End: 02/07/2013) CONDIT, P M, TREASURER (End: 02/07/2013) 178 005 030 100 N RIVERSIDE M/C 5003-4027 CHICAGO, IL 60606-1596 312-544-2535 Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor ,pec +e GENERAL BOEINC*294ML e t t'e .c,xpratiOn 07/13/1971— 01/18/2019 Bond Active. Meets current requirements. Page 1 of 9 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 7/21/2017 BOEING COMPANY, THE FEDERAL INS CO tr �lJi i,.,. 81312466 01/14/2002 Insurance Ace American Insurance Company HDOG27854990 10/05/2016 $12,000.00 C 4�C 01/01/2002 Until Canceled $1,000,000.00 10/01/2016 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 700,216-00 AD,,lcibuiness, as, BOEING COMPANY THE N/A (360)902-4817 Track ihiS COntraCtO Self Insured. This business is certified to cover its own workers' comp costs. No premiums due. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. 05/10/2017 317944514 3003 W Casino Rd Everett, WA 98203 No violations Page 2 of 9 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 7/21/2017 BOEING COMPANY, THE Page 3 of 9 04/21/2017 317944148 317944148 737 Logan Ave. N. Renton, WA 98055 03/14/2017 317943931 3003 W Casino Rd Everett, WA 98203 10/13/2016 317940860 7755 E. Marginal Way Seattle, WA 98108 10/04/2016 nc, 317942065 • c,-;auon 3003 W Casino Rd Everett, WA 98203 :ante 09/09/2016 Inspe(mot! 317941079 (.),Jation 2400 Perimeter Rd Auburn, WA 98001 06/01/2016 317940136 3003 W Casino Rd Everett, WA 98203 late 03/25/2016 317939415 c 3003 W Casino Rd Everett, WA 98203 Vlolalions No violations No violations No violations No violations Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 7/21/2017 BOEING COMPANY, THE 03/07/2016 —soe-tiet1 qcs 317939171 2400 Perimeter Rd Auburn, WA 98001 cate 02/24/2016 317938546 3003 W Casino Rd Everett, WA 98203 SISPeSTSTS :C.StSS TS 12/16/2015 317937871 701 1st Avenue North Algona, WA 98001 ircso 07/30/2015 317936638 3003 W Casino Rd Everett, WA 98203 07/27/2015 317936709 700 15th St SW Auburn, WA 98002 07/01/2015 317936252 18001 Canyon Road E Puyallup, WA 98371 1::speclion k2=s.its 06/15/2015 oc 317935564 18001 Canyon Rd E Puyallup, WA 98373 )!- 03/17/2015 No violations iS No violations No violations No violations No violations No violations No violations Page 4 of 9 Help us improve https ://secure.lni.wa.gov/verify/Detail.aspx?UBI=17800503 0&LIC=BOEINC*294ML& SAW= 7/21/2017 BOEING COMPANY, THE Page 5 of 9 inspectIon no 317613784 Location 3003 W Casino Rd Everett, WA 98203 w,sce(Won reslOts 01/29/2015 1.spection no 317615136 17-06 Bldg. Auburn, WA 98001 12/24/2014 317583854 2400 Perimeter Rd Auburn, WA 98001 12/05/2014 317607786 800 N. 6th St Renton, WA 98055 dry:, 11/19/2014 r;( 317382018 3003 W Casino Rd Everett, WA 98203 11/13/2014 317606580 7742 East Marginal Way S Seattle, WA 98108 :10?, 11/06/2014 317385177 3003 W Casino Rd Everett, WA 98203 09/10/2014 317385409 No violations No violations Vialatt011S No violations Vlolations No violations Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 7/21/2017 BOEING COMPANY, THE Page 6 of 9 18001 Canyon Rd E Puyallup, WA 98375 08/20/2014 317400943 2400 Perimeter Rd Auburn, WA 98001 Jan-pectic:II :esuna aaa: 08/04/2014 317319127 18001 Canyon Road E Puyallup, WA 98371 .aF:anctval re -a -„L; 07/15/2014 ,-tanaction 317381622 Park Park Avenue, Bldg 41 2 Renton, WA 98055 in,,aect;on fean.;-.F; -t,ate 06/24/2014 317298792 3003 W Casino Rd Everett, WA 98203 06/12/2014 316964311 3003 West Casino Road Everett, WA 98203-1910 06/12/2014 316973932 3003 West Casino Road Everett, WA 98203-1910 01/09/2014 316895937 Lon:a-Jan: VICatinLan; No violations No violations Violations No violations No violations Violations Help us mpruvc https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 7/21/2017 BOEING COMPANY, THE Page 7 of 9 2400 Perimeter Rd Auburn, WA 98002 .1spectio;! 10/25/2013 316▪ 848662 L. Park Avenue, Bldg 41.2. Renton, WA 98055 10/08/2013 -4,-cruo 316854975 3003 West Casino Road Everett, WA 98203-1910 07/03/2013 316776152 ocal,on 3003 W Casino Rd Everett, WA 98204 ,nspecoo 07/01/2013 316580729 Fabrication Division Auburn, WA 98002 06/▪ 14/2013 , rtylo 316576222 N Boeing Field PS Paint Hanger Seattle, WA 98124 05/13/2013 316739846 3003 W Casino Rd Everett, WA 98203 03/04/2013 316581305 zool 2400 Perimeter Rd Auburn, WA 98001 ioialjons \lioLitionfs ViOlatIOnS No violations No violations Help us mprove https://secure.lni.wa.gov/verify/Detail.aspx?UBI-178005030&LIC=BOEINC*294ML&SAW= 7/21/2017 BOEING COMPANY, THE Page 8 of 9 mspection resL;;Ts date 01/31/2013 t-!pect-311 316554260 ;„c)catioil 800 Logan Ave N Bldg 21 Renton, WA 98055 12/11/2012 316537158 3003 W Casino Rd Everett, WA 98203 12/07/2012 316535459 700 15th St SW Auburn, WA 98002 Iss,E)ISS"'S s'Sss; 09/12/2012 315954719 3003 West Casino Road Everett, WA 98204-1910 ;!SSOC,CtiC'': !Ct c,ate 07/06/2012 315789933 3003 West Casino Road Everett, WA 98204-1910 04/19/2012 315921460 9725 East Marginal Way S Tukwila, WA 98108 04/02/2012 315675629 3003 W Casino Rd Everett, WA 98203 No violations VIOiat:011S No violations Vielatler`,S ‘s'Iolations Vielafiens No violations Hep us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 7/21/2017 BOEING COMPANY, THE Page 9 of 9 i,o,pection icanntt ilato 03/26/2012 ontpeciiittii 315582593 Location 3003 W Casino Rd Everett, WA 98203 inspection results date 01/25/2012 InSpeaOil TIO 315201335 Location 3100 112th Street SW Everett, WA 98204 ;;;speCTJ,7;,1 reSii 01/12/2012 iilsoection 315203455 3100 112th St SW Everett, WA 98204 No violations :1K;datiOnS No violations Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 7/21/2017 SYM A vic \ITY VAP PROJECT SITE FROM DOWNTOWN SEATTLE ❑r 900 rrl m 99 EXIT 158 ACC S BOEING ESS RD \/•4;'4 � EXIT 157 EXIT 157 99 EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE—TACOMA AIRPORT DEVELOPVE\TAL CE 599 TUKWILA \TES FROM KENT & AUBURN NO SCALE 900 REVISION BY APPROVED DATE SYM BOEING WORKPLACE SERVICES BUILtINGO!141 ADC: THERMOPLASTICS AFP FACILITY D33205-01 PARCEL #0003400018 BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 AREA VAP 3UILDI\G ADDESS: 9725 EAST MAG \AL WAY SOUTH TU4WILA, WASH\0T0\ 9-78 9-52 9-35 09-101 3U LD I \ G LOCATI O \ NO SCALE REVISION BY APPROVED DATE ADC THERMOPLASTICS AFP D33205-01 DLR GROUP JB 06.16.17 CODE SUVVAY TYPE OF APPLICATION: NEW ❑ ALTERATION M ADDITION ❑ TENANT IMPROVEMENT ❑ PROJECT DESCRIPTION: THIS PROJECT COVERS THE INSTALLATION OF A LASER ROOM ENCLOSURE AT GRIDLINE W AND BETWEEN GRIDLINES 21 AND 23 CODES: 2015 EXISTING BUILDING CODE THE WAC 51-20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. OCCUPANCY GROUP: GROUP F-1 (HIGH—BAY) GROUP B (OFFICE) — NO WORK THIS AREA CONSTRUCTION TYPE TYPE II—B (NO CHANGE) ALLOWABLE AREA INCREASE: NO CHANGE OCCUPANT LOAD: (ALLOWABLE) FLOOR AREA: (ACTUAL) TUNNEL (F-1 OCC.) 1ST FLOOR F-1 OCC.) MEZZANINE (B OCC.) 2ND FLOOR (B OCC.) TOTAL ALLOWED: (TABLE 10—A) OCC. NO CHANGE OCC. NO CHANGE OCC. NO CHANGE OCC. NO CHANGE OCC, NO CHANGE BLDG GROSS 1,116,306 TUNNEL 50,910 1ST FLOOR HIGH—BAY 713,829 MEZZANINE 55,689 2ND FLOOR OFFICE 31,280 LASER ROOM 4,940 PROJECT AREA SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT BUILDING HEIGHT: (ACTUAL) 111'-0" (NO CHANGE) STORIES: 2 ACTUAL MEZZANINE ? • (YES) (NO) SQ FT FIRE PROTECTION: SPRINKLERED THROUGHOUT PER NFPA 13 ? • (YES) ❑ (NO) FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT SEISMIC DESIGN CATEGORY (SDC): ''D', HANDICAPPED REQUIREMENTS: BARRIER FREE CONTRACTOR & STATE NUMBER: THE BOEING COMPANY BOEING PROJECT ENGINEER: GABRIEL HESS BOEING CONTACT: JOHN MURDOCH FAX NUMBER: 253-657-0858 BOEING *294ML (01-18-2019) PHONE: 253-657-0868 E—MAIL john.s.murdoch@boeinq.com 'D 8086 ARCHITECT is ' ROBERT HOFFMAN STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN JB DATE 06.16.17 CHECKED SUBTITLE SEPArsIATE REQUIRED FOR: 1 nccttanical Cl Bcctricai PI --•lumbing DI Gas Piping City of T,: v'iia BUIL17°I C C ViFICN FILE COPY Permit No. to; Plan review approve; is subject to errors and omissions. Approval of construction documents does not authorize the violation °fay ad • , ed code or ordinanco. Fieo&2t of approved Fill s • 17.. d conditions is acknowlBy edged: ledgod: Wiled /I• City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building C ivision NOTE: Revisions will require .1 r'.v pian submittal and may in�:uda ?ric :lot�al pian review fees. alia451 CODES A \D PHVITS PROJECT TITLE: ADC — THERMOPLASTIC AFP FACILITY QUANTITY SUBMITTED: ❑ 4 SETS: GENERAL PERMIT (SHELL & CORE) OR STRUCTURAL TENANT IMPROVEMENT ❑ 4 SETS: TENANT IMPROVEMENT (NON—STRUCTURAL) ❑ 3 SETS: FIRE PROTECTION/SPRINKLERS O 2 SETS: TENANT IMPROVEMENT (REVISION) CIVIL SUBMITTED PREVIOUSLY UNDER SEPARATE PERMIT SUBMITTED FOR PERMIT & REVIEW: O BUILDING 0 GRADING PLUMBING 0 LANDSCAPE MECHANICAL 0 DEMOLITION o STRUCTURAL 0 — ❑ - * TO BE REVIEWED UNDER SEPARATE PERMIT JOB NUMBER: 33205-01 G0 GA Cug ELECTRICAL FIRE PROTECTION 0 CANTILEVER RACKS GO GA WASHINGTON STATE NON—RESIDENTIAL ENERGY CODE—APPROACHES COMPLIANCE OPTION ❑ PRESCRIPTIVE 0 LPA 0 ANALYSIS N/A SPECIAL INSPECTIONS REQUIRED: (PER IBC CH. 17) WELD 0 CONCRETE ❑ REBAR 0 ANCHOR BOLTS o STRUCTURAL BOLTING 0 STRUCTURAL OBSERVATION O OTHER 0 GRADING, EXCAVATION, FILLING • DRILLED—IN Sc GROUTED ANCHORS CALCULATIONS TYPE• ATTACHED (YES) (NO) GE\ESA \OTES CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEER SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO JOHN MURDOCH AT BLDG 9-51.2 COL M/2, AFTER COMPLETION OF THIS CONSTRUCTION. TU <W I LA 3LAN SET PEWIT DLR Group Architecture Engineering Planning Interiors COVER SHEET RECEIVED CITY OF TUKWILA JUN 21 2011 PERMIT CENTER br7 01 65" ISSUE FOR PER 06.16.17 CURRENT REVISION SYMBOL A REVII . i ' FOR E C•' I'LIA t E APPROVED JUL 21 2017 klCity of Tukwila t3UILL'INt ivlc►i N DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET GO JOB NO. D33205-01 COMP NO. DWG NO. 09-101—GO SYMBOLS A33REVIATIO\ S GE ERAL NOTES AREA OF WORK INDICATIO \S NOTE: SEE STRUCTURAL, MECHANICAL AND ELECTRICAL FOR ADDITIONAL SYMBOLS. COLUMN GRID ELEVATION DATUM ELEVATION BUILDING SECTION WALL SECTION SECTION/DETAIL DESIGNATION DRAWN ON SHEET NUMBER REFERENCED ON SHEET NUMBER DETAIL DESIGNATION DETAIL DESIGNATION DRAWN ON SHEET NUMBER SECTION/DETAIL DESIGNATION XXXXX XXXXX DRAWN ON SHEET NUMBER REFERENCED ON SHEET NUMBER INTERIOR ELEVATION DESIGNATION ELEVATION DESIGNATION DRAWN ON SHEET NUMBER REFERENCED ON SHEET NUMBER XXX NORTH ARROW ROOM NUMBER DOOR NUMBER CEILING HEIGHT WALL TYPE EQUIPMENT TYPE 10270 RAISED ACCESS FLOOR (PLAN DESIGNATION) 09520 ACOUSTICAL WALL PANEL (ELEVATION DESIGNATION) ELECTRICAL ITEMS DIAGRAMATIC ONLY -SEE ELECTRICAL FOR ACTUAL FIXTURE TYPES. MI I 2' X 4' FLOURESCENT LIGHT FIXTURES 1' X 4' FLOURESCENT LIGHT FIXTURES EXIT LIGHT (W/ DIRECTION AS INDICATED) 10" INTERCOM SPEAKER • HOLE IN TILE FOR POWER POLE RECEPTACLE - 15A, 120V, 1 PHASE, 4-PLEX, NEMA 5-15 RECEPTACLE - 15A,120V, 1 PHASE, DUPLEX, NEMA 5-15' RECEPTACLE - 208V MECHANICAL ITEMS DIAGRAMATIC ONLY -SEE MECHANICAL FOR ACTUAL FIXTURE TYPES. SUPPLY AIR DIFFUSER SUPPLY AIR DIFFUSER RETURN AIR GRILLE CONTINUOUS EDGE DIFFUSER n• SPRINKLER HEAD —0- -L—l' HATCH SYMBOLS RECESSED FIRE EXTINGUISHER CABINET SURFACE MOUNTED FIRE EXTINGUISHER CABINET DIAGRAMATIC ONLY x XXXXXXXX • .• • X/l/// wegregitige +1100+:0+11 110 T1T1T0+11er+11+ l ATATAT ................................. BATT INSULATION RIGID INSULATION CONCRETE MASONRY GYPSUM BOARD GRAVEL FIRESTOPPING EARTH AB ACOUS ADJ AFF ANOD AP AT ACT AWC B/ BD BIT BLKG BLDG BM BOT BRDG BRG CONC BLK CLG CLR CMU CPT COL CONC CONST CONT CONT JT CONTR CORR CJ CT CTRL CW DBL DET DIA DO DR DWG EA EJ ELEC ELEV EQ EWC EXIST EXP EXP JT EXT F.D. F.E. F & I FIN FLR FDN FPHB FRT FTG GA GALV GC GL GWB H HC HM HORIZ HP HVAC HW INSUL INT JST JT ANCHOR BOLT ACOUSTICAL ADJACENT ABOVE FINISH FLOOR ANODIZED ACOUSTICAL PANEL ACOUSTICAL TILE ACOUSTICAL CEILING TILE ACOUSTICAL WALL COVERING BOTTOM OF BOARD BITUMINOUS BLOCKING BUILDING BEAM BOTTOM BRIDGING BEARING CONCRETE BLOCK CEILING CLEAR CONCRETE MASONRY UNIT CARPET COLUMN CONCRETE CONSTRUCTION CONTINUOUS CONTROL JOINT CONTRACTOR CORRUGATED CONTROL JOINT CERAMIC TILE CONTROL COLD WATER DOUBLE DETAIL DIAMETER DITTO DOOR DRAWING EACH EXPANSION JOINT ELECTRICAL ELEVATION EQUAL ELECTRIC WATER COOLER EXISTING EXPANSION EXPANSION JOINT EXTERIOR FLOOR DRAIN FIRE EXTINGUISHER FURNISH & INSTALL FINISH FLOOR FOUNDATION FROST PROOF HOSE -BIB FIRE RETARDANT TREATED FOOTING GAUGE GALVANIZED GENERAL CONTRACTOR GLASS GYPSUM WALL BOARD HIGH HANDICAPPED HOLLOW METAL HORIZONTAL HIGH POINT HEATING, VENTILATING, AIR CONDITIONING HOT WATER INSULAT(ION)(ED) INTERIOR JOIST JOINT LAV LAVATORY LG LONG LLV LONG LEG VERTICAL LP LOW POINT MAX MAXIMUM MFR MANUFACTURER MIN MINIMUM MO MASONRY OPENING MAS MASONRY MTD MOUNTED MTL METAL NIC NOT IN CONTRACT OFCI OFI OVHD OPNG OC PARTN PC PERIM PL PLBG PEN PPT PREFIN PROV PSF PSI PT PVMT QT QUARRY TILE OWNER FURNISHED/CONTRATOR INSTALLED OWNER FURNISHED AND INSTALLED OVERHEAD OPENING ON CENTER PARTITION PRECAST PERIMETER PLATE PLUMBING PENETRATION PRESSURE PRESERVATIVE TREATED PREFINISHED PROVIDE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINT PAVEMENT REINF REINFORCE(ING) REQD REQUIRED RM ROOM SAN SANITARY SCHED SCHEDULE SD SOAP DISPENSER SECT SECTION SF SQUARE FOOT SHT SHEET SLV SHORT LEG VERTICAL STD STANDARD STL STEEL SS SERVICE SINK STM STORM ST STL STAINLESS STEEL SUSP SUSPENDED T/ TOP OF TEMP TEMPERED TD PAPER TOWEL DISPENSER TOP/ TOP OF TYP TYPICAL UNO UNLESS NOTED OTHERWISE UR URINAL VCT VINYL COMPOSITION TILE VERT VERTICAL VWC VINYL WALL COVERING WC WATER CLOSET WD WOOD WH WATER HEATER WWF WELDED WIRE FABRIC WDW WINDOW W/ WITH 1. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES. 2. CONFIRM BUILDING GRID LAYOUT AND EXISTING WALL LOCATIONS AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON THE PROJECT PRIOR TO PROCEEDING WITH THE WORK. ANY DISCREPANCIES ARE TO BE REFERRED TO BOEING CM FOR RESOLUTION BEFORE CONSTRUCTION TAKES PLACE. 3, WHERE EXISTING WORK IS DAMAGED, CUT OR DEFACED AS A RESULT OF PERFORMANCE OF NEW WORK, THE CONTRACTOR IS TO PATCH AND REPAIR SAME TO MATCH ADJOINING SURFACES. REPAIRED FINISHES SHALL BE EXTENDED TO THE NEAREST VISUAL BREAK LINES SUCH AS CORNERS, CEILING LINES, TOP OF BASE OR SIMILAR. 4. PROVIDE CLOSURE, MEETING THE REQUIREMENTS OF GOVERNING FIRE AUTHORITIES, BETWEEN ALL FIRE RATED FLOORS, SHAFTS AND BUILDING PARTITIONS AND ALL PENETRATING DUCTS, PIPES, CONDUIT, MECHANICAL, ELECTRICAL, AND OTHER ITEMS. 5. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF THE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR CUTTING AND PATCHING WORK WITHIN THE BUILDING BEYOND THE LIMITS ASSOCIATED OF THE ARCHITECTURAL DRAWINGS. 6. THE CONTRACTOR SHALL CONSULT PLANS FOR ALL TRADES AND PROVIDE ALL OPENINGS THROUGH NEW OR EXISTING CONSTRUCTION FOR DUCTS, PIPES, CONDUITS, CABINETS, AND EQUIPMENT, AND SHALL VERIFY SIZES AND LOCATIONS OF OPENINGS. 7. THE CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSION REQUIREMENTS FOR EQUIPMENT FURNISHED AND INSTALLED BY CONTRACTOR OR BY OTHERS. 8. ALL RECESSES LOCATED WITHIN FIRE RATED PARTITIONS SHALL BE CONSTRUCTED TO MAINTAIN REQUIRED FIRE RATING OF THE PARTITION. 9. REFER TO SPECIFICATIONS FOR ACCESS DOORS AND VERIFY WITH MECHANICAL AND ELECTRICAL SUBCONTRACTORS EXACT LOCATIONS OF ACCESS REQUIRED BY THEIR WORK. ACCESS MUST BE PROVIDED FOR ALL CONCEALED VALVES, DAMPER CONTROLS, FIRE DAMPER LINKAGES, CONCEALED JUNCTION BOXES, AND ELECTRICAL DEVICES OR ACCESSORIES. LOCATIONS AND SIZES OF EXPOSED ACCESS DOORS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO INSTALLATION OF THE MECHANICAL AND ELECTRICAL EQUIPMENT. 10. IN GENERAL, THE PLAN DIMENSIONS SHOWN ARE AS FOLLOWS: (UNLESS OTHERWISE NOTED.) A. TO THE FINISHED FACE OF EXISTING INTERIOR WALLS AND THE FACE OF STUD OF NEW INTERIOR WALLS. B. TO THE FINISHED FACE OF EXTERIOR FINISHES. C. TO THE FACE OF CONCRETE AND MASONRY -NOMINAL. 11. ALL DOORS NOT LOCATED BY DIMENSION ON PLANS SHALL BE SIX INCHES FROM FACE OF ADJOINING GWB PARTITION TO EDGE OF DOOR OPENING, OR CENTERED BETWEEN ROOM PARTITIONS. ALL DOORS SHALL HAVE MINIMUM 18" CLEAR ON PULLSIDE. 13. SEE STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES AND SYMBOLS. 14. ALL CONTRACTOR INSTALLED ITEMS SHALL BE SUPPLIED WITH REQUIRED MECHANICAL AND ELECTRICAL SERVICES TO PROVIDE PROPER OPERATION OF ITEMS INSTALLED. PROVIDE REQUIRED MECHANICAL AND ELECTRICAL SERVICES FOR ITEMS INSTALLED BY OTHERS. 15. AT METAL STUD PARTITIONS, STUDS ARE TO EXTEND FROM CONCRETE FLOOR SLAB TO UNDERSIDE OF THE STRUCTURE ABOVE, UNLESS OTHERWISE NOTED. WHERE THEY CANNOT DO SO, DUE TO INTERFERENCE WITH NEW OR EXISTING DUCTS, PIPING, ETC., PROVIDE BRACING TO STRUCTURE ABOVE TO PROVIDE FOR EQUIVALENT SUPPORT OF PARTITION; SUBMIT EQUIVALENT SUPPORT METHOD TO BOEING CM FOR REVIEW. ALL FIRE AND SOUND RATED PARTITIONS SHALL BE CONSTRUCTED TO MAINTAIN THEIR RATING FROM CONCRETE FLOOR SLAB TO UNDERSIDE OF STRUCTURE ABOVE, U.N.O. 16. PROVIDE BACKING FOR ALL WALL MOUNTED ITEMS. DLR Group Architecture Engineering Planning Interiors 1. DRAWINGS WITH CLOUDED AREAS INDICATE THE AREA OF WORK FOR THIS PROJECT. 2. DRAWINGS INDICATED AS REFERENCE ONLY SHOW EXISTING CONDITIONS TO REMAIN. 3. DRAWINGS WITHOUT CLOUDS OR "REFERENCE ONLY" INDICATIONS ARE TO BE ALL NEW WORK. RECEIVED CITY OF TUKWILA JUN 21 2017 PERMIT CENTER ISSUE FOR P E R MITRE VI EWED F 06.16.17 SYM REVISION A 9-101.1 ADC HVAC UPGRADE RECORD DRAWING ADC THERMOPLASTICS AFP 21406-W01969369 21406-W01969369 D33205-01 BY RAI/AF RAI/AF DLR GROUP APPROVED DATE SYM REVISION BY APPROVED DATE AJC JB 10.25.13 11.20.14 06.06.17 gLAOE/NG` 8086 ARCHITECT ROBERT HOFFMAN STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN JB CHECKED DATE 05.12.17 SUBTITLE SYMBOLS, ABBREVIATIONS & GENERAL NOTES CURRENT REVISION D33205-01 CODE COMPLIA APPROVED JUL 21 2017 CE City of Tukwila R111.w MUG DIVISInni SYMBOL ' L1�AE A 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET G1 JOB NO. D33205-01 COMP NO. DWG NO. 09-101-G1 HWONG: 5/5/2017 9:40:28 AM \DHX 0h DRAW \GS INC IN LUDED SET DRAWING NO. SHEET NO. DRAWING TITLE REV DATE GE\EAL • • 09-101—GO 09-101—G1 GO COVER SHEET G1 SYMBOLS, ABBREVIATIONS & GENERAL NOTES • 09-101—G2 G2 DRAWING INDEX .EV OVAL • • • • 0 09-101-1A42R 09-101-1A43R 09-101-1A45R 09-101-1A46R 09-101—A470R 1A42R 1A43R 1A45R 1A46R A470R FLOOR PLAN FLOOR PLAN FLOOR PLAN FLOOR PLAN ENLARGED PLANS • • 0 • • • 0 0 • 09-101—TNM 142R 09-101—TNM 143R 09-101—TNM145R 09-101—TNM146R 09-101 —TNM45OR 09-101-1M142R 09-101-1M143R 09-101-1M145R 09-101-1M146R 09-101—M456R TNM 142R TNM 143R TNM 145R TNM146R TNM45OR 1M142R 1M143R 1M145R 1 M 146R 1M456R PLUMBING PLAN PLUMBING PLAN PLUMBING PLAN PLUMBING PLAN ENLARGED PLANS & DETAILS PLUMBING PLAN PLUMBING PLAN PLUMBING PLAN PLUMBING PLAN ENLARGED PLANS AKHITECTLRAL O 09-101-1A01 1A01 EXITING PLAN 09-101-1A42 1A42 FLOOR PLAN 09-101-1A43 1A43 FLOOR PLAN • 09-101-1A45 1A45 FLOOR PLAN O 09-101-1A46 1A46 FLOOR PLAN 09-101—PT1A42 PT1 A42 PLATFORM FLOOR PLAN 09-101—PT1A43 PT1 A43 PLATFORM FLOOR PLAN 09-101—PT1A45 PT1A45 PLATFORM FLOOR PLAN O 09-101—PT1A46 PT1 A46 PLATFORM FLOOR PLAN 09-101-1A312 1A312 REFLECTED CEILING PLAN O 09-101-1A313 1A313 REFLECTED CEILING PLAN 09-101-1A315 1A315 REFLECTED CEILING PLAN O 09-101-1A316 1A316 REFLECTED CEILING PLAN O A63 A63 EXTERIOR ELEVATIONS — NORTH & SOUTH O 09-101—A110 A110 BUILDING SECTIONS O 09-101—A111 A111 BUILDING SECTIONS O 09-101—A220 A220 WALL SECTIONS O 09-101—A350 A350 DOOR AND ROOM FINISH SCHEDULES O 09-101—A385 A385 INTERIOR ELEVATIONS O 09-101—A386 A386 INTERIOR ELEVATIONS O 09-101—A470 A470 ENLARGED PLANS & DETAILS • 09-101—A471 A471 ENLARGED PLANS Sc DETAILS O 09-101—A472 A472 ENLARGED PLANS & DETAILS O 09-101—A606 A606 MISCELLANEOUS DETAILS O 09-101—A607 A607 MISCELLANEOUS DETAILS NCLUDED IN SET DRAWING NO. SHEET NO. DRAWING TITLE REV DATE STUCTUAL 0 09-101—S2GG S2GG GENERAL STRUCTURAL NOTES • • • • 09-101-1S92 1S92 FLOOR SLAB PLAN 09-101-1S93 1S93 PARTIAL FIRST FLOOR PLAN 09-101-1S95 1S95 FLOOR SLAB PLAN 09-101-1S96 1S96 PARTIAL FIRST FLOOR PLAN • • • • 09-101—PT1 S42 PT1S42 PARTIAL PLATFORM PLAN 09-101—PT1S43 PT1S43 PARTIAL PLATFORM PLAN 09-101—PT1S45 PT1S45 PARTIAL PLATFORM PLAN 09-101—PT1S46 PT1 S46 PARTIAL PLATFORM PLAN 09-101—S242 S242 STRUCTURAL FRAME ELEVATIONS • • • 09-101—S416 S416 STRUCTURAL DETAILS 09-101—S417 S417 STRUCTURAL DETAILS 09-101—S418 S418 STRUCTURAL DETAILS • 09-101—S459 S459 FLOOR AND PLATFORM FRAMING PLAN VEC A\ICALIF) LUN31\G 0 09-101—MOA 0 09-101—M1V MOA M1V MECHANICAL LEGENDS & ABBREVIATIONS MECHANICAL EQUIPMENT SCHEDULES • • • • 09-101—TNM 142 TNM142 PLUMBING PLAN 09-101—TNM 143 TNM143 PLUMBING PLAN 09-101—TNM145 TNM 145 PLUMBING PLAN 09-101—TNM 146 TNM 146 PLUMBING PLAN 0 0 0 0 09-101-1M142 1 M 142 PLUMBING PLAN 09-101-1M143 1 M143 PLUMBING PLAN 09-101-1M144 1 M 144 PLUMBING PLAN 09-101-1M145 1M145 PLUMBING PLAN 09-101-1M146 1M146 PLUMBING PLAN 0 0 0 09-101—F1M42 PT1M42 PARTIAL PLATFORM FLOOR PLAN 09-101—PT1 M43 PT1M43 PARTIAL PLATFORM FLOOR PLAN 09-101—PT1 M45 PT1M45 PARTIAL PLATFORM FLOOR PLAN 09-101—PT1 M46 PT1M46 PARTIAL PLATFORM FLOOR PLAN 0 09-101—M456 M456 ENLARGED PLANS • 09-101—M457 M457 ENLARGED PLANS & DETAILS • 09-101—CWM96 CWM96 CATWALK HVAC PIPING PLAN • • • • 09-101-1M292 1M292 FIRE PROTECTION FIRST FLOOR PLAN 09-101-1M293 1M293 FIRE PROTECTION FIRST FLOOR PLAN 09-101-1M295 1M295 FIRE PROTECTION FIRST FLOOR PLAN 09-101-1M296 1M296 FIRE PROTECTION FIRST FLOOR PLAN 0 09-101-1M508 1M508 PLUMBING SECTIONS & DETAILS 0 09-101—M323 M323 MECHANICAL CONTROLS INCLUDED IN SET DRAWING NO. SHEET NO. DRAWING TITLE REV DATE ELECTRICAL 0 09-101—E1 El ELECTRICAL SYMBOLS & LEGEND 09-101-1E42 1 E42 PARTIAL 1ST FLOOR LIGHTING • 09-101-1E43 1 E43 PARTIAL 1ST FLOOR LIGHTING 09-101-1E45 1 E45 PARTIAL 1ST FLOOR LIGHTING • 09-101-1E46 1 E46 PARTIAL 1ST FLOOR LIGHTING • 09-101-1E92 1E92 120/208V POWER PLAN 0 09-101-1E93 1E93 120V/208Y POWER PLAN 0 09-101-1E95 1 E95 120 VOLT POWER 0 09-101-1E96 1 E96 120V/208Y POWER PLAN 0 09-101-1E142 1E142 480/277V POWER • 09-101-1E143 1E143 480/277V POWER 0 09-101-11E45 1E145 PLAN—277V/480Y POWER 09-101-1E146 1E146 277V/480Y POWER PLAN • 09-101—ES74 ES74 ONE LINE DIAGRAM — SUBSTATION 74 0 09-101—E556 E556 ENLARGED PLANS 0 09-101—E557 E557 ENLARGED PLANS 0 09-101—E605 E605 ELECTRICAL LIGHT FIXTURE SCHEDULE DLR Group Architecture Engineering Planning Interiors .,y. ,ski ISSUE LEGEND NOT YET ISSUED 0 PREVIOUSLY ISSUED, NOT IN THIS ISSUE 0 IN THIS ISSUE ORIG A ORIGINAL ISSUE FOR PERMIT, BID, PROCUREMENT OR CONSTRUCTION DRAWING REVISION — SEE SPECIFIC DRAWING FOR NATURE OF REVISION RECEIVED CITY OF.T UKWILA JUN 21 2017 PERMIT CENTER ISSUE FOR PER 06.16.17 COMPLIANC PPROVED JUL 21 2017 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 0 ADC THERMOPLASTICS AFP D33205-01 DLR GROUP JB 06.16.17 Q� BOE/NG° 8086 ARCHITECT ROBERT HOFFMAN STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DLR GROUP CHECKED DATE 05.12.17 SUBTITLE DRAWING INDEX CURRENT REVISION SYMBOL O I G OT 1 UKWIIbt BUILDING DIVISION KT— 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET G2 JOB NO. COWM MGM 7 7 r L. h li I) MATCHLINE SHEET 09-101-1A45R L —[- x x r D D r 1 EXISTING SIGHT BARRIER 1 1T_ _L IMMEI PARTIAL FLOC PLA\ SCALE: 1/8"= 1'-0" n n n n n 1 L DLR Group Architecture Engineering Planning Interiors 21 REMOVAL ISSUE FOR PERMIT 06.16.17 LEGE\D G E\RAL OTES EFE.E\CE D�AWI\GS CO\STRUCTIO\ \OTES 0 Q 0 1A10 1A11 1A1 2 1A13 1A14 1A15 1A16 1A17 1A18 1A19 1A20 1 A21 1A22 1A23 1A24 1A25 1A26 1A27 1A28 1A29 1A34 1A39 1A30 1A35 1A40 1 A31 1A36 1A40 RECEIVED CITY OF TUKWILA JUN 21 2017 PERMIT CENTER 1A44 1A32 1A37 //01A42, ii/i/ 1A45 KEY PLAN SCALE: NONE SYM A B REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 7E7 VISIBILITY BARRIERS ADC THERMOPLASTIC AFP J#54568000 D33205-1 TWH DLR GROUP JB 05.12.04 06.16.17 8086 ARCHITECT ROBERT HOFFMAN STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN J. BECKETT DATE 06.16.17 CHECKED SUBTITLE FLOOR PLAN CURRENT REVISION D33205-1 1A33 1A38 1A43 1A46 RIEWED FOR CO �' COMPLIANCE PROVED SYMBOL JUL 21 2017 City of Tukwila BUILDING DIVISION 3 DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTIC AFP BUILDING 09-101 ARCHITECTURAL MASTER COL. S—W/21-22 DEV. CENTER, WA SHEET 1A42R JOB NO. D33205-1 COMP NO. DWG NO. 09-101-1A42R PARTIAL PLA\ VIEW SCALE: 1/8"= 1'-0" 6111111111111 111111111111111 �( WA<H BA—fEFY CHARGER BA—fEFY CHARGER l M E10 9-101 FREEZER, REFER TO 1A48 (11Y21) MATCHLINE SHEET 09-101-1A46R DLR Group Architecture Engineering Planning Interiors A LEGE\D SEE SHEET G1 FOR LEGEND SYMBOLS GE\EWAL \OTES SEE SHEET G1 FOR ADDITIONAL GENERAL NOTES. EFEH\CE NAWI\GS CO\STUCT C\ \OTES 21.5 REMOVAL ISSUE FOR PERMIT 06.16.17 0 Om 1A10 1A11 1Al2 1A13 1A14 1A15 1A16 1A17 1A18 1A19 1A20 1A21 1A22 1A28 1A23 1A29 1A24 1A30 1A25 1A31 1A26 1A32 1A27 1A33 1A34 1A39 1A35 1A40 1A36 KEY PLAN RECEIIV ALE: NONE CITY OF T UKWILA JUN 212011 PERMIT CENTER 1A40 1A44 1A37 1A42 1A45 1A38 1A46 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2017 City of Tukwila BUILDING DIVISION SYM A B C D E REVISION CONST. 400/100K CLEAN RM EXPEDITER CAGE SL 7E7 VISIBILITY BARRIERS DC FREEZER ADDITION ADC THERMOPLASTIC AFP J#757603-00 J#782738 -LO J#545680-00 J#16262 D33205-10 BY MRM GMM TWH DLR GROUP DLR GROUP APPROVED DATE SYM REVISION BY APPROVED DATE VW JB 06.26.96 06.01.98 05.12.04 04.12.14 06.16.17 ') 8086 ARCH ITECT ROBERT HOFFMAN STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN J. BECKETT CHECKED DATE 06.16.17 SUBTITLE FLOOR PLAN CURRENT REVISION D33205-10 SYMBOL E DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTIC AFP BUILDING 09-101 ARCHITECTURAL MASTER COL. W/21-22.5 DEV. CENTER, WA SHEET 1A43R JOB NO. D33205-1 COMP NO. DWG NO. 09-101.1-1A43R L_ E L_ x x MATCHLINE SHEET 09-101-1A42R T r H I- F--1 X X X X X X X X X X X X X X X X X X L L PARTIAL PLA\ VIEW SCALE: 1/8"= DLR Group Architecture Engineering Planning Interiors C • CD MATCHLINE SHEET P11-001lor RE\OVAL ISSUE FOR PERMIT 06.16.17 LEGE\J cE\PnL \OTES 'EFRE\CE NAM \GS CO\S-RUCTIO\ \OTES I- tT -V T T T T_, 1A10 1A11 1Al2 1A13 1A14 1A15 1A16 1A17 1A18 1A19 1A20 1A21 1A22 1A23 1A24 1A25 1A26 1A27 1A28 1A29 1A30 1A31 1A32 1A33 J 1A34 1A35 1A36 1A37 1A38 1A39 1A40 1A40 1A42 1A,' y I 1 A44 rmt•=1Tar:n 4 A45 11'., -E C AP CITKWILA KEY P_AN JUN 21 2017 SCALE: NONE PERMIT CENTER D FOR 5PLIANCE PDVED JUL 21 2011 City of Tukwila BUILDING DIVISION SYM A B REVISION HUSTLE V3 INSTALLATION J#10432742 ADC THERMOPLASTIC AFP D33205-1 BY TWH/LMC DLR GROUP APPROVED DATE SYM REVISION BY APPROVED DATE JB 04.01.10 06.16.17 ° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN J. BECKETT DATE 06.16.17 CHECKED SUBTITLE FLOOR PLAN CURRENT REVISION D33205-1 SYMBOL 3 DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTIC AFP BUILDING 09-101 COL. W22-23 DEV. CENTER, WA SHEET 1A45R JOB NO. D33205-1 COMP NO. DWG NO. 09-101 -1A45R BA7ERY CHARGER MATCH LINE SHEET 09-101-1A43 00 0 cn rn 0 w w w w z 0 z 1= z 0 0 cr O LI— EXISTING TRENCH 0 C) 0 w Ld w z Jl 0 PARTIAL PLA\ VIEW 1/8" = 1'-0" DLR Group Architecture Engineering Planning Interiors REMOVAL SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A CONST, 400/100K CLEAN RM. J#7576603-00 MRM 6/26/9E B CONST. 400/100K CLEAN RM. J#7576603-00 MRM 7.26.96 C DC FREEZER ADDITION J#16262 DLR GROUP vw 04.12.14 D ADC THEMOPLASTIC AFP D33205-10 DLR GROUP JB 06.16.17 7. MEIiVG° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN J. BECKETT ISSUE FOR PERMIT 06.16.17 DATE SUBTITLE 06.16.17 CHECKED LEGEND: SEE SHEET G1 FOR LEGEND SYMBOLS GENERAL NOTES: SEE SHEET 01 FOR ADDITIONAL GENERAL NOTES. CONSTRUCTION NOTES: -or F / V T T T T� 1A10 1A11 1Al2 1A13 1A14 1A15 1A16 1A17 1A18 1A19 1A20 1A21 1A22 1A23 1A24 1A25 1A26 1A27 1A28 1A29 1A30 1A31 1A32 1A33 A34 1A35 1A36 1A37 1A38 1 A39 1A40 1A41 1A42 3 1A43 1A44 1A45 j1A46'/ 9-101.1 KEY PLAN RECEIVED CITY OF TUKWILA JUN 21 2017 PERMIT CENTER FLOOR PLAN CURRENT REVISION D33205-10 SYMBOL REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2011 City of Tukwila BUILDING DIVISION DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTIC AFP BUILDING 09-101 ARCHITECTURAL MASTER COL. W/21-22.5 SHEET 1A46R JOB NO. D33205-1 COMP NO. DEV. CENTER, WA DWG ND- 09-101-1A46R 37'-8" 3 1/2" 4 3/4" PARTIAL PLA\ VIEW SCALE: 1/8" = 1'-0" 1 2 1 A42R,3R,5R,6R I A470R DLR Group Architecture Engineering Planning Interiors LE\GES GE\PAL \OTES TRENCH COVER PLATES EQUIPMENT SUPPORT COLUMNS EMBEDDED STEEL RAILS EDGE OF MACHINE FOUNDATION EFHE\CE DV\WI GS CO\STUCTIO\ \OTES REMOVE EXISTING CONCRETE SLAB AT EDGE OF SLAB TO ACCESS STRUCTURAL WORK REMOVE OVERHEAD EQUIPMENT ARMS AND RAIL. RELOCATION WITH OWNER. FOUNDATION COORDINATE REMOVE UNISTRUCT STRUCTURE AND RELATED UTILITIES REMOVE "TABLES 6 & 7". COORDINATE RELOCATION WITH OWNER. REMOVE (7) 14X14" ANCHOR PLATES AND GROUTED BASES © EACH TABLE. REMOVE BLADE FORMER LANE EQUIPMENT. COORDINATE RELOCATION WITH OWNER. REMOVE EPDXY FLOORING ACROSS ENTIRE MACHINE FOUNDATION. REMOVE TOOLING EQUIPMENT. COORDINATE RELOCATION WITH OWNER. 8 GRIND/CHIP EXISTING CONCRETE SLAB FOR INSTALLATION OF RECESSED DOOR TRACK, 5"W X 1 i"D, COORDIN WITH DOOR MANUF GRIND/CHIP EXISTING CONCRETE SLAB FOR INSTALLATION OF FLUSH -MOUNTED ANCHOR PLATES. SEE SHEET S418 FOR RELATED GENERAL NOTES, PLATE DIMENSIONS AND TOLERANCES 10 CORE DRILL/CHIP EXISTING CONCRETE SLAB 1 i"D FOR INSTALLATION OF RECESSED METROLOGY TARGETS RECEIVED !TY OF TUKWILA JUN 21 2017 REVIEWED FOR CODE COMPLIANCE APPROVED PERMIT CENTER JUL 21 2017 ISSUE FOR PERMIT 06.16.2017 City of Tukwila SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPALSTICS AFP D33205-1 DLR GROUP JB 05.12.17 8086 ARCHITECT ROBERT HOFFMAN STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN J. BECKETT DATE SUBTITLE 05.12.17 CHECKED ENLARGED PLANS CURRENT REVISION SYMBOL() G DATE 05.12.17 ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET A470R JOB NO. D33205-1 COMP NO. DWG NO. 09-101-A470R AF 1111 A01111 14W(1M t'. R /1 C /')1117 0•/1(1•70 AAA 15'-4 3/4 - ■ 1 1 3 2'-1 3/4" 1 —3" V-3" 4 i k � I 4, IEWIl . E I :� • 8" 1 s 8 1/'' 11' 8" ■ 1 mak© 4 0 I ■ , . ■ il I F-1-7 LH it11 L_I rl --I I II 11 I I 4 ❑❑ •0' 7 1 o 4" loo 3' 0 1/4" 1' 5 3 4" 1'-5 3/ " 8' '„4 11'-9 3 4" 5 3 11111 8' II ,DI Hv —a , F -J I •❑ _ . 4 d CD 26'-6 3/4 ■ .. 'i --* .. 1-, i_ -I -- :' I 1 t 8" 9 9 �I 0 '0' o .,, 10 ' 1i111r41 ■121 1-41! ,-1 1--1 1 11 I I9 -co 7'-6 3/4"'—R� 1 26'-811 I� . II AM �4---4 I I-- E-- °° 11 :, 9 9 -- :- A - ; :. ilifi . -: PARTIAL PLA\ VIEW SCALE: 1/8" = 1'-0" 1 2 1 A42R,3R,5R,6R I A470R DLR Group Architecture Engineering Planning Interiors LE\GES GE\PAL \OTES TRENCH COVER PLATES EQUIPMENT SUPPORT COLUMNS EMBEDDED STEEL RAILS EDGE OF MACHINE FOUNDATION EFHE\CE DV\WI GS CO\STUCTIO\ \OTES REMOVE EXISTING CONCRETE SLAB AT EDGE OF SLAB TO ACCESS STRUCTURAL WORK REMOVE OVERHEAD EQUIPMENT ARMS AND RAIL. RELOCATION WITH OWNER. FOUNDATION COORDINATE REMOVE UNISTRUCT STRUCTURE AND RELATED UTILITIES REMOVE "TABLES 6 & 7". COORDINATE RELOCATION WITH OWNER. REMOVE (7) 14X14" ANCHOR PLATES AND GROUTED BASES © EACH TABLE. REMOVE BLADE FORMER LANE EQUIPMENT. COORDINATE RELOCATION WITH OWNER. REMOVE EPDXY FLOORING ACROSS ENTIRE MACHINE FOUNDATION. REMOVE TOOLING EQUIPMENT. COORDINATE RELOCATION WITH OWNER. 8 GRIND/CHIP EXISTING CONCRETE SLAB FOR INSTALLATION OF RECESSED DOOR TRACK, 5"W X 1 i"D, COORDIN WITH DOOR MANUF GRIND/CHIP EXISTING CONCRETE SLAB FOR INSTALLATION OF FLUSH -MOUNTED ANCHOR PLATES. SEE SHEET S418 FOR RELATED GENERAL NOTES, PLATE DIMENSIONS AND TOLERANCES 10 CORE DRILL/CHIP EXISTING CONCRETE SLAB 1 i"D FOR INSTALLATION OF RECESSED METROLOGY TARGETS RECEIVED !TY OF TUKWILA JUN 21 2017 REVIEWED FOR CODE COMPLIANCE APPROVED PERMIT CENTER JUL 21 2017 ISSUE FOR PERMIT 06.16.2017 City of Tukwila SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPALSTICS AFP D33205-1 DLR GROUP JB 05.12.17 8086 ARCHITECT ROBERT HOFFMAN STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN J. BECKETT DATE SUBTITLE 05.12.17 CHECKED ENLARGED PLANS CURRENT REVISION SYMBOL() G DATE 05.12.17 ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET A470R JOB NO. D33205-1 COMP NO. DWG NO. 09-101-A470R AF 1111 A01111 14W(1M t'. R /1 C /')1117 0•/1(1•70 AAA s s 4" AIR & VAC UP (FOR CONT. SEE 9-101-1M147 SYM {-1" PUMPED WASTE(ABANDONED) 1"HPC 6" HARD VACUUM II & 4" VAC I 2 TNM 1`3-7 T- 500 - v 11.1401 2"SAN Ir— I IC:, F,I TUNNEL #14 "LC 3"V TNM142 TN M502 : --r -2" CA 2" VA( II �i 1l REVISION (i (` \ 2 1" PUMPED WASTE (ABANDONED) VAC TUNNEL PLUMBING & PIPING DETAIL TNM142 TNM501 t. • TWO 1"0 VACUUM LINES w/2"X2"X1" TEES IN THE 2'10 LINE. SEE DWG. 1M145 FOR THE PIPING CONTINUATION. :i BY APPROVED LPC VAC r VAC (TYP 8 PLACES) 1 TNM142T M502 LPC VAC r. 6" HARD VACUUM 1 VAC—I1-13 VAC II 4" VAC 1 4" CA LINE 2" VAC II DATE (i SYM 4 " CA - TWO 1 "0 COMPRESSED AIR LINES W\2"X2"X1" TEES IN THE 2"0 LINE. SEE DWG. 1M145 .AOR THE: PIPING CONTIN1'J1 tTION. 1"CA UP 1"VAC UP :i " VAC II '.i (Th REVISION :i BY :'/ (\ T 2" VAC II 1"VAC UP 1"CA UP TRENCHJ—a (TYP) 2"SAN A • 4 •:.! 11 1"VAC UP 1"VAC UP T II APPROVED < DATE t (`/ ' TWO 1'''0 VACUUM LINES w/2"X2"X1" TEES IN THE 2"0 LINE. SEE DWG. 1M145 FOR THE PIPING CONTINUATION. TWO 1"0 COMPRESSED AIR LINES W\2"X2"X1" TEES IN THE 2"0 LINE. SEE DWG. 1M145 FOR THE PIPING CONTINUATION. (`N r_N 1 TWO 1"0 VACUUM LINES w/2"X2"X1" TEES IN THE 2"0 LINE. SEE DWG. 1M142 FOR THE PIPING CONTINUATION. TWO 1'.'0VACUUM LINES w/2"X2"X1"_TEES \ J IN TH -2 0 LINE. SEE 13i/G. 1M142 F6R THE PIPING CONTINUATION. A DRAWING FIELD VERIFIED & UPDATED S.RUDELL R.SQUIRES 10.11.07 F ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.16.17 B DESIGN UTILITIES FOR CTLM #5/6 11870746 M.WONG RWS 05.31.11 C INSTALL POWER N INSTRUMENT VACUUM T.5-22 9-101 W1563890 SAZAN/SS 04.19.13 D 777 FLIPPER CELL 80 FT PANEL ONLOAD W16160449 CEI MS 05.23.14 E RELOCATE (2) XTSB TABLES W4346634 M.WONG 04.18.16 v 2" VAC I DLR Group Architecture Engineering Planning Interiors ?1,.._mwNGS r C--7�" CA 1i TUNNEL LINOVECTOR ELEMENT 8'x11"C-44-40 W/CX COVER (TYP 4) VAC u AC :i A LPC TUNNEL # VPC A 1i" SFCA COMPENSATOR (TYP 4) lAtt LPC GAD " CD VAC—I-12 VAC I VAC—II-12 VAC 11 CA -22 CD AIR :i 4" SAN 6" HARD VACUUM II 4" VAC I "CALINE C 21.5 EMOVAL ISSUE FOR PERMIT 06.16.17 Pride QEF \CE GS TIFF 109 -101B -4607-M1 PLUMBING UNDERGROUND PLAN TIFF 109 -101B -4672-M1 PRODUCTION AREA FLOOR PIAN 9-101-M313 9-101-TNM137 9-101-TNM143 9-101-TNM145 9-101-TNM500 9 -101-TNM 501 9-101-TNM502 9-101-CWM147 TUNNEL PARTIAL PIPING/PLUMBING PLAN TUNNEL PARTIAL PIPING/PLUMBING PLAN TUNNEL PARTIAL PIPING PLUMBING PLAN TUNNEL 14 PLAN, SECTIONS & DETAILS TUNNEL 14 PLAN, SECTIONS & DETAILS TUNNEL 14 PLAN, SECTIONS & DETAILS EAST AN EX CATWALK PLUMBING PLAN LEGE\D A CD PC HPC LPC STM HPS CW HW PW ---STS--- ---RWLVAC SAN D CLWS CLWR HWC V EG LN2 IWPnn— t U X COMPRESSED AIR CONDENSATE PUMPED CONDENSATE HIGH PRESSURE CONDENSATE LOW PRESSURE CONDENSATE STEAM PIPING HIGH PRESSURE STEAM GAS DOMESTIC COLD WATER DOMESTIC HOT WATER SUPPLY PROCESS WATER STORM SEWER RAIN WATER LEADER PROCESS VACUUM (VAC 1&2) SANITARY SEWER DRAIN COOLING WATER SUPPLY COOLING WATER RETURN DOMESTIC HOT CIRCULATING WATER VENT ETHYLENE GLYCOL HYDRAULIC SUPPLY HYDRAULIC RETURN HYDRAULIC DUMP LIQUEFIED NITROGEN INDUSTRIAL WASTE PUMPED EXPANSION JOINT PIPE GUIDE PIPE ANCHOR GE\EAL \OTES 1. COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE-SPECIFIC PREFERENCES: PIPE: ASTM 8-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. FOR CA: 2-1/2" OR LARGER: TYPE L COPPER ROLL -GROOVED FITTINGS AND DUCTILE IRON ROLL -GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. FOR VAC: 2-1/2" OR LARGER: TYPE L COPPER SEE NOTE #5. VALVES: 2" AND SMALLER: BRONZE TWO-PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER -LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211 xx 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. TESTING OF THE NEW VACUUM PIPING SHALL USE THE BUILDING VACUUM SYSTEM AND ISOLATE THE NEW PIPING FOR 1 HOUR. THERE SHALL BE NO NOTICEABLE VACUUM LOSS BY LOOKING AT THE VACUUM GAUGE. 3. COORDINATE COMPRESSED AIR PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. 4. PROVIDE PIPE LABELS AND FLOW ARROWS FOR ALL NEW PIPING. 5. FOR 2-1/2" OR LARGER VACUUM, USE VICTUALIC FLUSHSEAL GASKET. C \ STS U CTI G \ \ OTES (Tsc TNM110 TNM111 TNM112 TNM113 TNM114 TNM115 TNM116 TNM117 TNM118 TNM119 TNM120 TNM121 TNM122 TNM123 TNM124 TNM125 TNM126 TNM127 TNM128 . TNM129 TNM130 TNM131 TNM132 TNM133 4NM134 TNM135 TNM136 CITYRECEIVED OF Tl�k �11..A� TNM139 TNM140 TNM141 JUN 21 2011 PERMIT CENTER TNM137 TNM138 /TNM1 ein ED F TNM144 KEY PLAN SCALE: NONE TNM1 DRAWN ACCEPTABILITY GUIDE R. THIS DESIGN AND/OR SPECIFICATION IS APPROVED ENGINEER APPROVED BY DEPT. DATE DATE SUBTITLE 06.16.17 CHECKED CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER PLUMBING PLAN ADC THERMOPLASTICS AFP CURRENT REVISION SYMBOL D33205-01 5 Ti OVED 0 JUL 21 2017 City of Tukwila ILDING DIVISIC�i F 06.16.17 BUILDING 9-101.1 COL. S—W/21-22 SHEET TNM142R JOB NO. D33205-01 COMP NO. DEV. CENTER, WA DWG NG. 09-101.1—TNM142 Jun 15 2017 10:29 AM SYM REVISION TUNNEL # N TUNNEL FCO 2"SAN —� (TYP 8 PLACES) T M143 TNM502 1i" SFCA COMPENSATOR (TYP 3) TUNNEL TNM143TNM503 FD LINOVECTOR ELEMENT 8'x11"C-4-40 W/CX COVER (TYP 4) 1" PUMPED WASTE (ABANDONED) 4" SAN 1-144 VAC cw i" CW 2" CA 1"A HARD VACUUM II 'O 1 NM143 TNM502 TNM143 TNM502 BY APPROVED DATE SYM REVISION BY 9 TNM143 M605 TNM143 M605 1" CA LINE UP 1" VAC. LINE UP APPROVED A VAC cw 1 "LPC 6" HARD VACUUM II 4" VAC I 4" CA LINE 3/8"A (1) 3/8"VAC (1 (SIMILAR) TNM143 TNM502 cn i" CW -_- �— 2" CA 2" HARD VACUUM II 2"SAN tNNEL # SEE DWG. TNM138 FOR CONTINUATION ANCHOR (TYP 5) ENLARGED TUNNEL PARTIAL PLAN 1 TNM143 TNM502 & TNM138' 1"CW UP TO EWC-1 6" VAC II UP 4" VAC I UP 4" CA UP, 1/2" C.W. UP 1NM503 TNM143 6" CA LINE CA -18 VAC—II-13 I. VAC -1-16 6" HARD 2"X2"X1" VAC TIE-IN 2"X2"X1" CA TIE-IN 3/8"A (1) 3/8"VAC (1 (SIMILAR) TNM143 TNM502 UP TO UTILITY OUTLET (TYP) t611 TRENCH (TYP) DATE - DRAWING FIELD VERIFIED & UPDATED S.RUDELL R.SQUIRES 10.11.07 A DC FREEZER ADDITION J#16262 WH MBL 04.12.13 DC FREEZER ADDITION - RECORD DRAWING B ADC THERMOPLASTIC AFP J#16262 WH D33205-01 DLR GROUP MBL CN 05.07.14 06.16.17 PUMP MOTOR CONTROL PNL.} TNM143 TNM503 ENLARGED TUNNEL PARTIAL PLAN t(E)4" --11- P-51 A 4" PUMPED SAN. P -51B_ B Fir J 11-NM143 L ---J IL°_1 I L L J DLR Group Architecture Engineering Planning Interiors .5 i REMOVAL ISSUE FOR PERMIT 06.16.17 LEGEND: A CW - D LPC - HW PW IWP V RWL SAN VAC e GE\ COMPRESSED AIR DOMESTIC COLD WATER DRAIN LOW PRESSURE CONDENSATE DOMESTIC HOT WATER SUPPLY PROCESS WATER INDUSTRIAL WASTE PUMPED VENT RAIN WATER LEADER SANITARY WASTE PROCESS VACUUM (VAC I&II) SIMPLEX AIR OUTLET HAL \OTES BURIED COMPRESSED AIR PIPING: 2 1/2" Sc LARGER - SCH 40, BLACK CARBON STEEL WITH WELDED FITTINGS. 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. EFHE\CE 3AWI\GS TIFF 109 -101B -4607-M1 PLUMBING UNDERGROUND PLAN TIFF 109 -101B -4735-M1 TRENCH PIPING TIFF 109-1018-4672-M1 PRODUCTION AREA FLOOR PLAN 9-101-M313 CA & VAC. FLOW DIAGRAMS 9-101-TNM138 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101-TNM142 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101-TNM146 TUNNEL PARTIAL PIPING PLUMBING PLAN 9-101-TNM503 TUNNEL #14 PLAN, SE TIONS & DETAILS CO\STRUCTIO\ \OTES RECEI' CITY OF TL JUN 21 2011 PERMIT CENTER r -S 7 -V T T T T_1 TNM110 TNM111 TNM112 TNM113 TNM114 TNM115 TNM116 TNM117 TNM118 TNM11C TNM120 TNM121 TNM122 TNM123 TNM124 TNM125 TNM126 TNM127 TNM128 TNM129 TNM130 TNM131 TNM132 TNM133 TNM134 TNM135 TNM136 TNM137 TNM138 1, D TNM139 TNM140 TNM141 TNM142 �T 11(„K i WILAT�1M114 TNM145 TNM146 KEY PLAN SCALE: NONE D 8 4 0 4 8 REVIE . D FOR PLIANCE APPROVED JUL 21 2017 SCALE: 1/8" = City of Tukwila BUILDING DIVISION ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN GUIDE R. CHECKED DATE SUBTITLE 06.16.17 PLUMBING PLAN CURRENT REVISION SYMBOL D33205-01 3 DATE 06.16.17 ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTIC AFP BUILDING 9-101.1 MECHANICAL MASTER COL. W—Z/21-22 SHEET TNM143R JOB NO. COMP NO. SITE DWG NO. 9-101.1—TNM143 Jun 15 2017 10:29 AM GRUNGAMORNCHAI: 6/12/2017 4:48:37 PM („i r' SYM T ) k„) 2" VAC 2" CA CA 2" VAC 2" VAC 2" CA %) C) _ ; ' '2 - 2" CA 2" VAC / 2" i /— , ; ( 1 TRENCH PIPING DETAIL. Alk II ' TNM145 TNM501 P.O.C. I 1CA UP m 1"VAC U i. P.O.C. I i 1- z,La i I .¢ > —... 1VACUP 1'CA UP 2"VAC-I- --e—" r L-) ' (ABANDONED) I P.O.C. � P.O.C. P.O.C. p P.O.C. r co f ' ` ` ; ' 1 VAC ----� I i) . % ;;% le—St 1 "VAC „CA --_ 1 C 1 i 1 C:% C) i) ,.0 , C % c.` C % C:. 1 1 %) • :.) ` 1/2" BLK STL PIPE ON FLOOR I C) C C) C) i TRENCH (TYP) --'-- I i) i) C) C) i, , c, I I 1 , ( , ; 1 I _i I i 1 SLITTER t I 1"VAC UP -I—, I ' I I. 10" VAC 3 (ABANDONED) ; C) '_` '_.' '_' _ r_ ` f--1 1"CA UP "CA UP r r ; r , r_; %) —' UAC UP+__ +_. +_; I c_; i:; i,) c_; 1 1 r) i;; i;; c_i i,; � • , I i_ i i ( �. ) _ :) �,_� ) f;�,31 -j ( r f;: 3i 8"SDUFJ C.O. AT FLOOR (TYP) C) 0 )1 - r ; 1') c , C,, ; SYM co (8»A (1) 3/8"VAC (1) ) AIM 2" VAC II TNM146 TNM502 REVISION BY APPROVED DATE SYM (2" CA 3/4" CW 0 !o 3 8"VAC (1) TNM 146 TNM502 1 3/8"A (1) 3/8"VAC (1) ) TNM146 TNM502 -- TRENCH (TYP) 3/8"A (1) 3/8"VAC (1) TNM146 TNM502 2" CW UP W/HOSE BIB & VAC BREAKER 8" SD UP 2" VAC II UP CA UP 2" VAC II 1" CA 2" VAC II UP /8"A (1) �\ 4„ cw 3/8 "VAC (1) )TNM146 • • • • • • • • . 0 REVISION TO 10" SD 5'-0" BELOW F.F. SEE DWG C-3 FOR CONTINUATION II UP TO UTILITY OUTLET (TYP) " CA 1" VAC 3/8"VAC (1) ) (SIMILAR) TNM146 TNM502 X3/8"A (1) \j 3/8"VAC (1) ) TNM146 TNM502 3/8"VAC (1) J (SIMILAR) TNM146 TNM502 Aft Q Q re- re - 3/4" CW „ C (SIMILAR) TNM502 3/" CA THAW ROOM 11Y22 • 1" VAC rids WMMFA BY APPROVED DATE ADD POWER, AIR HK VACUUM 4546111-00 C.HARRAH RWS 06.08.04 D FLIPPER TOOL VAC SUPPLY W016154470 RDS RDS 5-8-14 B RELOCATE DEV -TEST - IFC WH_ 11047.006 WH JDM 06.23.11 E ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.16.17 C REDLINES CD07 11047.006 NC WH GV 09.05.12 A ADC WH GV 04.01.13 RECORD SET Q�BOE/ ,® CC DWG 1M146 FOR CONTINUATION (TYPICAL) r H DLR Group Architecture Engineering Planning Interiors LEGE \D A CW D HW PW IWP V RWL SAN VAC COMPRESSED AIR DOMESTIC COLD WATER DRAIN GAS DOMESTIC HOT WATER SUPPLY PROCESS WATER INDUSTRIAL WASTE PUMPED VENT RAIN WATER LEADER SANITARY WASTE PROCESS VACUUM GE\HAL VIES EFEH\CE D�AWI\ GS TIFF 109 -101B -4607-M1 PLUMBING UNDERGROUND PLAN TIFF 109 -101B -4738-M1 PLUMBING UNDERGROUND PLAN 9-101-M313 CA & VAC. FLOW DIAGRAMS 9-101-TNM143 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101-TNM145 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101-1M146 1ST FLOOR PIPING PLAN CO\STRUCTIO\ \OTES RECEIVED CITY OF TUKWILA JUN 21 2017 Q (T°+m PERMIT CENTER REMOVAL ISSUE FOR PERMIT 06.16.17 O O 0 TNM110 TNM111 TNM112 TNM11 TNM114 TNM115 TNM116 TNM117 TNM118 TNM119 TNM120 TNM121 0 0 TNM122 TNM123 TNM124 TNM125 TNM126 TNM127 TNM128 TNM129 TNM130 TNM131 TNM132 TNM133 TNM134 TNM135 TNM136 TNM137 TNM138 TNM 139 TNM140 TNM141 8' KEY PLAN SCALE: NONE 4' 0 TNM142 TNM1 4 TNM145 TNM143 /-Vi -VIE D F '6'UU�: PLIANCEOR APPROVED JUL162,1 2017 SCALE: 1/8" 1 -0" O'Tly-Jf Tukwila BUILDING DIVISION ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. CHECKED DATE 06.16.17 SUBTITLE PLUMBING PLAN CURRENT REVISION D33205-01 SYMBOL E DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED Lv APPROVED /6 - Jun Jun 15 2017 10:29 AM APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101.1 COL. W -Z/22-23 DEV. CENTER, WA SHEET TNM146R JOB NO. W016154470 COMP NO. DWG NO. 9-101.1-TNM146R u \C II AIR 2" IJAC II L"1 2"VAC I UP TO XTSB ABLES L' L'1 If CA VAC 2" VAC L1 L"1 2" VAC J r-1 Ir°°'I 0 1011 L"1 1" VAC UP 1" VAC UP L'1 L"1 1" VAC UP L�1 6 L1 1 0. 2" COPPE L__ 1" RISER FROM 2" MAIN SEE DWG. 109-1018-4738 M-1 FOR VAC & COMP. AIR CONTROLLER 1" VACUUM 1Y"VACUUM CONNECT TQ2T J 1 Y" BALL VALVE ABOVE TRENCH PLATE -� I r° I I ILIJI L — J P,.TIAL T SYM \\EL #1/1 PIPING SCALE:1/8" = 1'-0" REVISION L — J 3LUV3I\G PLAN 4 SUPPORT FOR POWER & COMP. AIR STATION v OVAL BY APPROVED DATE SYM TNM142R131M450R TNM143R TNM145R TNM146R REVISION BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP D33205-1 DLR GROUP CN 06.16.17 DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. CHECKED DATE 06.16.17 LEGEND A CD PC HPC LPC STM HPS G CW HW PW STS RWL VAC SAN D CLWS CLWR HWC EG LN 2 IWP X COMPRESSED AIR CONDENSATE PUMPED CONDENSATE HIGH PRESSURE CONDENSATE LOW PRESSURE CONDENSATE STEAM PIPING HIGH PRESSURE STEAM GAS DOMESTIC COLD WATER DOMESTIC HOT WATER SUPPLY PROCESS WATER STORM SEWER RAIN WATER LEADER PROCESS VACUUM (VAC 1&2) SANITARY SEWER DRAIN COOLING WATER SUPPLY COOLING WATER RETURN DOMESTIC HOT CIRCULATING WATER VENT ETHYLENE GLYCOL HYDRAULIC SUPPLY HYDRAULIC RETURN HYDRAULIC DUMP LIQUEFIED NITROGEN INDUSTRIAL WASTE PUMPED EXPANSION JOINT PIPE GUIDE PIPE ANCHOR GE\EAL \OYES 1. COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE-SPECIFIC PREFERENCES: PIPE: ASTM 8-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. FOR CA: 2-1/2" OR LARGER: TYPE L COPPER ROLL -GROOVED FITTINGS AND DUCTILE IRON ROLL -GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. FOR VAC: 2-1/2" OR LARGER: TYPE L COPPER SEE NOTE #5. VALVES: 2" AND SMALLER: BRONZE TWO-PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER -LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211 xx 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. TESTING OF THE NEW VACUUM PIPING SHALL USE THE BUILDING VACUUM SYSTEM AND ISOLATE THE NEW PIPING FOR 1 HOUR. THERE SHALL BE NO NOTICEABLE VACUUM LOSS BY LOOKING AT THE VACUUM GAUGE. 3. COORDINATE COMPRESSED AIR PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. 4. PROVIDE PIPE LABELS AND FLOW ARROWS FOR ALL NEW PIPING. 5. FOR 2-1/2" OR LARGER VACUUM, USE VICTUALIC FLUSHSEAL GASKET. CO\STUCTD\ \OTES REMOVE 1-1/2"V AND 1/2"A TO TAPE DISPENSING MACHINE. REMOVAL ISSUE FOR PERMIT 06.16.17 SUBTITLE ENLARGED PLANS & DETAILS RECEIVED CITY OF 1 UKWIL.A JUN 21 2017 PERMIT CENTER CURRENT REVISION SYMBOL° REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2011 City of Tukwila BUILDING DIVISION :IG DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED Jun 15 2017 10:20 AM APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER. WA SHEET TNM45OR JOB NO. D33205-1 COMP N0. DWG NO. 09-101—TNM450 SYM CA DN. TO TUNNEL FOR CONT. SEE DWG. 9-101-TNM142 FOR CONT. SEE DWG. CWM147 L L L 1 L --J L FREEZER WALK-IN BEHC 31-073261 BSS7002 r--1 1 1 L --J REVISION BY 1"CA UP W/ Y"&3/8"AIR OUTLETS APPROVED r--1 1 L --J 1"VAC UP W/ 4 VAC OUTLET DATE SYM REVISION f M532 r--1 I I L --J r--1 1 L --J II 1M145 M53 21i 1" VAC DOWN TO 2 VAC OUTLET SEE DETAIL BY 1- 1" 4V CU�W/ C OUTLETS 1 "C1 UP W/ Y"&/"AIR OUTLETS r--� 1'VAC UP w/ 4 VAC OUTLETS J 1 "VAC UP PARTIAL PLA\ SCALE: 1/8" = 1-0" APPROVED DATE A 6545 - DISASSEMBLE CTLM 10146725 M.WONG RWS 01.15.10 F RELOCATE (2) XTSB TABLES W4346634 M.WONG 04.19.16 B DESIGN UTILITIES FOR CTLM #5/6 11870746 M.WONG RWS 05.31.11 G ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.16.17 C INSTALL POWER N INSTRUMENT VACUUM T.5-22 9-101 W1563890 SAZAN/SS 04.19.13 D REMOVE FREEZER W2502518 HARR 03/06/14 E 777 FLIPPER CELL 80 FT PANEL ONLOAD W16160449 CEI MS 05.23.14 DLR Group Architecture Engineering Planning Interiors ff.'71 ® f 11 11 It --11 RE\OVAL ISSUE FOR PERMIT 06.16.17 ACCEPTABI LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN GUIDE R. CHECKED ENGINEER CHECKED APPROVED APPROVED LEGE\D A CW -D- -G HW PW PHW- PHWC -IWP- V RWL- SAN VAC PSAN STS• CD 0 VV COMPRESSED AIR DOMESTIC COLD WATER DRAIN GAS DOMESTIC HOT WATER SUPPLY PROCESS WATER PROCESS HOT WATER PROCESS HOT WATER CIRCULATING INDUSTRIAL WASTE PUMPED VENT RAIN WATER LEADER SANITARY WASTE VACUUM PUMPED SANITARY WASTE STORM SEWER, RAIN WATER LEADER CONDENSATE DRAIN DUPLEX COMPRESSED AIR OUTLET SIMPLEX PROCESS VACUUM OUTLET DUPLEX PROCESS VACUUM OUTLET G E \ E SAL \OTES rr--n 4 11 11 11 11 11 h--11 tl 11 11 11 11 11 j --II 11 1II1 11 4 11 11 11 1I 11 It --ti 1111 11 11 11 11 Cie 4 II II II 4 11 4 11 I�C II II 11 11 II 4 11 4 11 4 11 11 11 4 II 11 11 11 11 11 4 II 11 11 h--11 4 11 4 11 4 11 11 11 IIC 1 11 u II 4 II I I 1 I COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE-SPECIFIC PREFERENCES: PIPE: ASTM B-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. FOR CA: 2-1/2" OR LARGER: TYPE L COPPER ROLL -GROOVED FITTINGS AND DUCTILE IRON ROLL -GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. FOR VAC: 2-1/2" OR LARGER: TYPE L COPPER SEE NOTE #5. VALVES: 2" AND SMALLER: BRONZE TWO-PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER -LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211xx 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. TESTING OF THE NEW VACUUM PIPING SHALL USE THE BUILDING VACUUM SYSTEM AND ISOLATE THE NEW PIPING FOR 1 HOUR. THERE SHALL BE NO NOTICEABLE VACUUM LOSS BY LOOKING AT THE VACUUM GAUGE. 3. COORDINATE COMPRESSED AIR PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. 4. PROVIDE PIPE LABELS AND FLOW ARROWS FOR ALL NEW PIPING. 5. FOR 2-1/2" OR LARGER VACUUM, USE VICTUALIC FLUSHSEAL GASKET. CO\ST EFEH\CE 3AWI\ UCTIO\ RECEIVED CITY OF T UKWILA JUN 21 2011 PERMIT CENTER 1M122 OTES TT TT 1M110 1M111 1M112 1M113 1M114 1M115 1M116 1M117 1M118 1M119 1M120 1M121 1M123 1M124 1M125 1M126 1M127 GS 1M128 TIFF 109 -101B -4632—M1 TRUSS SPACE PLUMBING 109-101—CWM147 EAST ANNEX CATWALK PLUMBING PLAN . 109-101—TNM142 TUNNEL #14 PIPING/PLUMBING PLAN DATE SUBTITLE 06.16.17 TITLE MECHANICAL MASTER PLUMBING PLAN ADC THERMOPLASTICS AFP 1M129 1M130 1M131 1M132 11M134 1M139 1M135 1M136 ;1 i 1M140 1 M 144 9-101 KEY PLAN CURRENT REVISION SYMBOL D33205-01 1M133 < ,9 11FOR OMPLIANCE 21 Iv1i41111 f Tukwila G DIVISION 23 BUILDING 9-101.1 COL. S—W/21-22 SHEET 1M142R JOB NO. W2502518 COMP NO. DEV. CENTER, WA DWG No. 09-101-1M142 Jun 15 2017 10:29 AM GRUNGAMORNCHAI: 5/11/2017 SYM REVISION 3"VAC 1 "CA \- 1 /2"CA 1M143 M630 1 /2"CA 1M143 M630 BY APPROVED DATE SYM REVISION FOR CONTINUATION SEE SHEET 1M138 BY 1 /2"CA 1M143 M630 1 /2"CA Y 1M143 M630 UTILITY HATCH FOR 1" AIR OUTLET IN TRENCH, SEE 9 1M143 M605 UTILITY HATCH FOR 1" AIR OUTLET IN TRENCH, SEE 1M143IM605 1 1/2"VAC 1M143 M630 UTILITY HATCH • UTILITY HATCH (TYP) 1 M143 TNM502 FOR CONTINUATION SEE SHEET 1M 146 MI I� \- 1 /2"CA 1M143 M630 1 /2"CA 1M143 M630 1 "VAC 1"A APPROVED DATE — RELOCATED CA, VAC I&11 TO DWG. CWM147 S.RU DELL 02.12.08 D RELOCATE (2) XTSB TABLES W4346634 M.WONG A RELOCATE SEALAUNCH 11670978 M.WONG RWS 03.29.11 E ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 04.19.16 06.16.17 B DC FREEZER ADDITION J#16262 WH MBL 04.12.13 DC FREEZER ADDITION — RECORD DRAWING J#16262 WH MBL 05.07.14 C OPF—CAF CELLS W3266018 EISI M.WONG 02.24.15 DLR Group Architecture Engineering Planning Interiors Q� BOE/NGS Pp Z 2"VAC 2"A a 4"A, 4"VAC I & 6"VAC II DOWN TO THE TRENCH, FOR CONT. SEE DWG. TNM 143 Sc DWG. C M147 FOR TRUSS LOCATION 4"A TO MFC, Ni_ SEE M553 1 "A WITH BALL VALVE 1"CW DN, PROVIDE 1" BALL VALVE 48" AFF (EE)2"A )2"VAC 2"VAC U FOR CONTINUATION —t1"CW 12" SEISMIC LOOP (TYP) REMOVAL 21.5 QEF .E\CE D�AWI\GS ISSUE FOR PERMIT 06.16.17 9-1a1 —CWM147 9-101—TNM143 8 G LEGE I A COMPRESSED AIR VAC PROCESS VACUUM CW COLD WATER \ E SAL \OTES 1. COMPRESSED AIR AND VACUUM PIPING SHALL BE: COPPER, TYPE L, HARD DRAWN, SEAMLESS, ASTM 888. SUPPORT PIPE EVERY 8'-0" O.C. 2, ALL PIPE FITTINGS OTHER THAN CONNECTIONS AT BUTTERFLY VALVES SHALL BE: COPPER, PRESS FITTINGS, EPDM SEALS, MATERIALS SHALL COMPLY TO ASTM B16.22 AND PERFORMANCE CRITERIA SHALL COMPLY TO IAPMO PS 117. 3, PIPE FITTINGS AT CONNECTIONS TO BUTTERFLY VALVES SHALL BE: VICTAULIC DUCTILE IRON GROOVED PIPE COUPLINGS, STYLE 75, MATERIALS SHALL COMPLY TO ASTM A 395 AND ASTM A 536, AND BE UL LISTED. 4. VALVES SMALLER THAN 2-1/2" SHALL BE: BRONZE TWO—PIECE BALL VALVE, THREADED END. WATTS B6000 LH SERIES. PROVIDE WITH THREADED ADAPTER FITTINGS. 5. VALVES 2-1/2" AND LARGER SHALL BE: VICTAULIC VIC-300 MASTERSEAL CARBON STEEL BUTTERFLY VALVE, GROOVED END BODY, LEVER LOCK HANDLE, NITRILE SEATS. 6. PIPE ROUTING SHOWN ON DRAWINGS IS DIAGRAMMATIC AND SUBJECT TO REQUIREMENTS OF ACTUAL FIELD CONDITIONS. ALL NEW PIPING AND COMPONENTS SHALL BE LOCATED TO PREVENT INTERFERENCE WITH ACCESS TO AND MAINTENANCE OF EXISTING EQUIPMENT AND COMPONENTS. 7. PIPING IS SUBJECT TO FIELD CONDITIONS. COORDINATE EXACT LOCATIONS WITH BOEING AFTER PLACEMENT OF ASSOCIATED EQUIPMENT. 8. CAP COMPRESSED AIR PIPING INSTALLED AS PART OF THIS JOB, AND USING A 0-200 PSIG PRESSURE GAUGE, CONDUCT A STATIC PRESSURE TEST AT 150 PSIG FOR 2 HOURS WITH NO NOTICEABLE DROP IN PRESSURE. IF PRESSURE GAUGE INDICATES A DECREASE IN PRESSURE, INSPECT PIPING AND REPAIR ALL LEAKS. REPEAT TEST/INSPECTION UNTIL THE PRESSURE TEST INDICATES NO LEAKS. 9. WRAP COPPER PIPE AT ALL PIPE SUPPORTS WITH B—LINE "ISO PIPE" RUBBER TAPE TO A THICKNESS OF 0.04 INCHES TO PREVENT GALVANIC REACTION. 10. COORDINATE ROUTING OF PIPING AND CONDUIT WITH ELECTRICAL PRIOR TO INSTALLATION. 11. CAP THE VACUUM PIPING INSTALLED AS PART OF THIS JOB AND INSTALL A VACUUM GAUGE. CONDUCT A VACUUM TEST USING THE TEMPORARY VACUUM PUMP PROVIDED WITH THIS WORK. AFTER THE VACUUM GAUGE PRESSURE WITHIN THE PIPES HAS STABILIZED NEAR A COMPLETE VACUUM, ISOLATE THE PIPING FROM THE VACUUM PUMP AND STOP THE PUMP. MONITOR THE VACUUM GAUGE FOR (2) HOURS WITHOUT ANY NOTICEABLE CHANGE IN THE VACUUM PRESSURE. IF VACUUM GAUGE INDICATES A DECREASE IN VACUUM, INSPECT AND REPAIR ALL LEAKS AND REPEAT UNTIL THE VACUUM TEST INDICATES NO LEAKS. 12. FOR LEGEND AND ABBREVIATIONS, REFER TO SHEETS MOA AND MOB. EAST ANNEX CATWALK PLUMBING PLAN PLUMBING TUNNEL #14 PLAN 4 C0\STSUCTIO\ \OTES 0 0 0 1M110 1M111 1M112 1M113 1M114 1M115 1M116 1M117 1M118 1M119 1M120 1M121 0 0 1M122 1M123 1M124 1M125 1M126 1M127 1M128 1M129 1M130 1M131 1M132 1M133 1M134 RECEIVED CITY OF T UKWILA 1M139 SCALE: 1/8" = 1, 1M135 1M136 1M137 1M138 c• 1M140 1M141 16 JUN 21 2011 ERMIT CENTER 1M144 1M142 1M145 ////iiia /Mi4i%_ E ROMIV R )E COMPL ANCE APP J 1 2011 1M146 9-101.1 KEY PLAN SCALE: N.T.S. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. DATE 06.16.17 CHECKED SUBTITLE PLUMBING PLAN CURRENT REVISION D33205-01 SYMBOL City of Tukwila J.LDING DIVISION_ E 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED (n i6 /- Jun -Jun 15 2017 10:30 AM APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101.1 COL. W-1/21-22 D.C. SHEET 1M143R JOB NO. W3266018 COMP NO. DWG NO. 9-101.1-1M143R ( 2" COPPE 4"VA 6"VA FOR DWG, 2" C SYM 0 REVISION BY APPROVED DATE SYM REVISION BY PARTIAL .9LA\ VIEW SCALE: 1/8" = 1-0" APPROVED DATE A 6545 - DISASSEMBLE CTLM 10146725 M.WONG RWS 01.15.10 F RELOCATE (2) XTSB TABLES B DESIGN UTILITIES FOR CTLM #5/6 11870746 M.WONG RWS 05.31.11 G ADC THERMOPLASTICS AFP W4346634 D33205-01 M.WONG DLR GROUP 04.19.16 CN 06.16.17 C INSTALL POWER N INSTRUMENT VACUUM T.5-22 9-101 W1563890 SAZAN/SS 04.19.13 D REMOVE FREEZER W2502518 HARR 03/06/14 E 777 FLIPPER CELL 80 FT PANEL ONLOAD W16160449 CEI MS 05.23.14 ,: \\ 0 N', q ,, DLR Group Architecture Engineering Planning Interiors "s® EMOVAL ISSUE FOR PERMIT 06.16.17 i LEGE\D 1M142R 1M143 1M145R 1 M146R A CW -D G HW PW PHW PHWC IWP V -RWL- -SAN VAC• PSAN -STS• CD 0 00 COMPRESSED AIR DOMESTIC COLD WATER DRAIN GAS DOMESTIC HOT WATER SUPPLY PROCESS WATER PROCESS HOT WATER PROCESS HOT WATER CIRCULATING INDUSTRIAL WASTE PUMPED VENT RAIN WATER LEADER SANITARY WASTE VACUUM PUMPED SANITARY WASTE STORM SEWER, RAIN WATER LEADER CONDENSATE DRAIN DUPLEX COMPRESSED AIR OUTLET SIMPLEX PROCESS VACUUM OUTLET DUPLEX PROCESS VACUUM OUTLET GE\HAL \CTES 1. COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE-SPECIFIC PREFERENCES: PIPE: ASTM B-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. FOR CA: 2-1/2" OR LARGER: TYPE L COPPER ROLL -GROOVED FITTINGS AND DUCTILE IRON ROLL -GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. FOR VAC: 2-1/2" OR LARGER: TYPE L COPPER SEE NOTE #5. VALVES: 2" AND SMALLER: BRONZE TWO-PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER -LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211xx 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. TESTING OF THE NEW VACUUM PIPING SHALL USE THE BUILDING VACUUM SYSTEM AND ISOLATE THE NEW PIPING FOR 1 HOUR. THERE SHALL BE NO NOTICEABLE VACUUM LOSS BY LOOKING AT THE VACUUM GAUGE. 3. COORDINATE COMPRESSED AIR PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. 4 PROVIDE PIPE LABELS AND FLOW ARROWS FOR ALL NEW PIPING. 5 FOR 2-1/2" OR LARGER VACUUM, USE VICTUALIC FLUSHSEAL GASKET. 0 \ST CTI \ \CTES M456R RECEIVED CITY OF TUKWILA JUN 21 2017 S PERMIT CENTER EFEH\CE DAWI\G TIFF 109 -101B -4632-M1 TRUSS SPACE PLUMBING 109-101-CWM147 EAST ANNEX CATWALK PLUMBING PLAN 109-101-TNM142 TUNNEL #14 PIPING/PLUMBING PLAN P"P" 1M110 1M111 1M112 1M113 1M114 1M115 1M116 1M117 1M118 1M119 1M120 1M121 1M122 1M123 1M124 1M125 1M126 1M127 1 M 128 1M129 1M130 1M131 1M132 1M133 1M134 1M135 1M136 1M139 1M140 1M141 19 1M R:.1111111111111116.4) D FOF - So •E O� VE®N (,): 22 5 .UI.401 2017 1M 1M'144 1M 9-101 KEY PLAN ACCEPTABI LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. DATE 06.16.17 CHECKED SUBTITLE PLUMBING PLAN CURRENT REVISION D33205-01 SYMBOL G of Tukwila .216...2.19. DIVISION] 06.16.17 CV APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101.1 COL. S -W/21-22 DEV. CENTER, WA SHEET 1M145R JOB NO. W2502518 COMP N0. DWG NO. 9-101.1-1M145R Jun 15 2017 10:30 AM GRUNGAMORNCHAI: r -D-. LDI:ONNE 1Y"A W/ VALVE Y, ,.E_ mY 1 1 1 AT -'3' A.F.F.0 .... 3 "A milm■1 ' � - 1 /2 TO — - -- --, L- 0 � La , " TAPE REEL __ ! 2�V�C W/ VALVE r----1 [EXHANGER L L_ j ii LL i i 1 L --1i , , __J -J P O.C. Y "VALVE u 3/ 1 "CA UP W/ - - C. ' - - - EXIST) I A, Y" & %" AIR •� -- N96" A.F.F. ~' OUTLETS - 1"VCUPW/ i ! IriREMNANT - 4 TLETS '%�u Q:' __ 1 I AIR, UP TOMACHINE P2,10 I 0 CABLE TRAY 1"VAC UP W/ _.._ -- 1"CA UP W/ - /� VAC OUTLET l� \ 3/" Q EP. s y" & AIR MIN 1Y4 STL CAor 1M145532 145 --- OUTLETS — --- 1M14: M53 � Q O r7■' ; • -I- -- r-- C D c i //E 1-1/2"A DN i iMI 1 - fl 1 L—J t -H-1 ___I ---J TO TREK - CA I I > p 1 Y" W/ VALVE t- [ FOR SLITTER „_ ` [ ---� , '. LIl [111IL J L ----4y --J „ L 1 L 1 L J L I - -.L-- LI j 4 _ „IUP p "AMMb - --1J Pr --- II UP �I �I L_ L__J ., f -= L_ -J - CONT. SEE` [ -J - M1 M501 H(pi W C 0 Oil 0 zIII 1"V C UP W/ 0 PER - -• , 4 TLETS [__J [111 [11 -_111 cc I all - „ L W 0- Ai,. 1 "C U P W/ � A IIPAI ��--�!i Y AIR - 11 WIN, '"�" c°n r� 1 M 145 M532 OU LETS -,_ ---- -- OUTal TS OUTLETS - era �I► 11-1 ' I --J L --J L -_J L.__J _ 1"VAC UP W/ r 4 VAC OUTLET q C I o 1M145 M532 rNY-SY-_W33)(22 W331221 W331221 t17 � II ��' �11,� a 1 _ I , 3 0L e _.• _ Y"AIR TO VACUUM PUMP 1 REVISION BY APPROVED DATE SYM REVISION BY PARTIAL .9LA\ VIEW SCALE: 1/8" = 1-0" APPROVED DATE A 6545 - DISASSEMBLE CTLM 10146725 M.WONG RWS 01.15.10 F RELOCATE (2) XTSB TABLES B DESIGN UTILITIES FOR CTLM #5/6 11870746 M.WONG RWS 05.31.11 G ADC THERMOPLASTICS AFP W4346634 D33205-01 M.WONG DLR GROUP 04.19.16 CN 06.16.17 C INSTALL POWER N INSTRUMENT VACUUM T.5-22 9-101 W1563890 SAZAN/SS 04.19.13 D REMOVE FREEZER W2502518 HARR 03/06/14 E 777 FLIPPER CELL 80 FT PANEL ONLOAD W16160449 CEI MS 05.23.14 ,: \\ 0 N', q ,, DLR Group Architecture Engineering Planning Interiors "s® EMOVAL ISSUE FOR PERMIT 06.16.17 i LEGE\D 1M142R 1M143 1M145R 1 M146R A CW -D G HW PW PHW PHWC IWP V -RWL- -SAN VAC• PSAN -STS• CD 0 00 COMPRESSED AIR DOMESTIC COLD WATER DRAIN GAS DOMESTIC HOT WATER SUPPLY PROCESS WATER PROCESS HOT WATER PROCESS HOT WATER CIRCULATING INDUSTRIAL WASTE PUMPED VENT RAIN WATER LEADER SANITARY WASTE VACUUM PUMPED SANITARY WASTE STORM SEWER, RAIN WATER LEADER CONDENSATE DRAIN DUPLEX COMPRESSED AIR OUTLET SIMPLEX PROCESS VACUUM OUTLET DUPLEX PROCESS VACUUM OUTLET GE\HAL \CTES 1. COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE-SPECIFIC PREFERENCES: PIPE: ASTM B-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. FOR CA: 2-1/2" OR LARGER: TYPE L COPPER ROLL -GROOVED FITTINGS AND DUCTILE IRON ROLL -GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. FOR VAC: 2-1/2" OR LARGER: TYPE L COPPER SEE NOTE #5. VALVES: 2" AND SMALLER: BRONZE TWO-PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER -LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211xx 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. TESTING OF THE NEW VACUUM PIPING SHALL USE THE BUILDING VACUUM SYSTEM AND ISOLATE THE NEW PIPING FOR 1 HOUR. THERE SHALL BE NO NOTICEABLE VACUUM LOSS BY LOOKING AT THE VACUUM GAUGE. 3. COORDINATE COMPRESSED AIR PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. 4 PROVIDE PIPE LABELS AND FLOW ARROWS FOR ALL NEW PIPING. 5 FOR 2-1/2" OR LARGER VACUUM, USE VICTUALIC FLUSHSEAL GASKET. 0 \ST CTI \ \CTES M456R RECEIVED CITY OF TUKWILA JUN 21 2017 S PERMIT CENTER EFEH\CE DAWI\G TIFF 109 -101B -4632-M1 TRUSS SPACE PLUMBING 109-101-CWM147 EAST ANNEX CATWALK PLUMBING PLAN 109-101-TNM142 TUNNEL #14 PIPING/PLUMBING PLAN P"P" 1M110 1M111 1M112 1M113 1M114 1M115 1M116 1M117 1M118 1M119 1M120 1M121 1M122 1M123 1M124 1M125 1M126 1M127 1 M 128 1M129 1M130 1M131 1M132 1M133 1M134 1M135 1M136 1M139 1M140 1M141 19 1M R:.1111111111111116.4) D FOF - So •E O� VE®N (,): 22 5 .UI.401 2017 1M 1M'144 1M 9-101 KEY PLAN ACCEPTABI LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. DATE 06.16.17 CHECKED SUBTITLE PLUMBING PLAN CURRENT REVISION D33205-01 SYMBOL G of Tukwila .216...2.19. DIVISION] 06.16.17 CV APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101.1 COL. S -W/21-22 DEV. CENTER, WA SHEET 1M145R JOB NO. W2502518 COMP N0. DWG NO. 9-101.1-1M145R Jun 15 2017 10:30 AM GRUNGAMORNCHAI: SYM FOR CONTINUATION SEE SHEET 1M145 U REVISION Abo BY APPROVED X 4) • DATE 1 co FOR CONTINUATION SEE SHEET 1M143 UTILITY HATCH ___J CAPPED (TYP) 1-1/2"A 1-1 /2 "VAC 010 SYM 010 1M142R M456R 1M143 1M145R 1M146R 060 REVISION ..I UTILITY HATCH (TYP) 1M146 XXXX UTILITY HATCH UTILI1IY HATCH J I L_ J 1"I 060 T L J L I —T— L_-1— J E 7CC11 Y HITLH TRENCH BELOW (TYPICAL) UTILITY HATCH UTILITY HATCH n UTILITY HATCH II J L SEE DWG 1M143 FOR CONTINUATION 2"A 2"VAC DN, FOR CONT SFF 1M14$_ 1"A DN, FOR CONT SEE 1M148 L J L -----I _ I /2"---rt1 / "VAC L 4i 1 I _ I�1 A 1�1 VAC IIIA I VAC I'�I ^I VAC 1^1 060 010 010 PAST AL PLA\ VIEW Li SCALE: 1/8"=1' -0" BY APPROVED DATE A ADD POWER, AIR & VACUUM J#546111-00 C. HARRAH RWS 06.13.04 E DC FREEZER ADDTION J#16262 WH MBL 04.12.13 B ADD UTILITIES AND LIGHTS J#546775-00 M.WONG RWS 12.06.04 DC FREEZER ADDITION - RECORD DRAWING J#16262 WH MBL 05.07.14 C RELOCATE SEALAUNCH 11670978 M.WONG RWS 03.29.11 F RELOCATE (2) XTSB TABLES W4346634 M.WONG 04.19.16 D ADC WH GV 04.01.13 G ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.16.17 RECORD SET • 010 010 n L ----LJ J 2"VAC 2"A 0 2"VAC�,� 2"A o J 1-fif2"A 1-I"Vld I I I I A I� L VAp 060 1 1 L J DUPLEX VACUUM DROP 1 -1 /2 V1E1- a 1M146 d' M534(�P) DLR Group 2"IVAC (0 �r- w C w w Cn FOR CONTINUATION Architecture Engineering Planning Interiors DUPLEX AIR DROP OUTLET (TYP) 1M146 M534 • EFFE\CE DAWI\GS 9-101-TNM146 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101-1M396 DUST COLLECTION FIRST FLOOR PLAN REMOVAL ISSUE FOR PERMIT 06.16.17 LEGE\D A VAC VV GE\ COMPREESED AIR PROCESS VACUUM DUPLEX PROCESS VACUUM OUTLET DUPLEX COMPRESSED AIR OUTLET HAL \ OTES FOR HOUSE KEEPING VAC. & DUST COLLECTION SEE FIRST FLOOR PLAN, 9-101-1M396 1 FOR HOUSE KEEPING VAC. & DUST COLLECTION SEE FIRST FLOOR PLAN, 9-101-1 M396 2. COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE-SPECIFIC PREFERENCES: PIPE: ASTM B-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. 2-1/2" OR LARGER: TYPE L COPPER ROLL -GROOVED FITTINGS AND DUCTILE IRON ROLL -GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. VALVES: 2" AND SMALLER: BRONZE TWO-PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER -LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211xx 3. TESTING OF NEW COMPRESSED AIR AND PROCESS VACUUM PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. 4. FOR LEGEND AND ABBREVIATIONS, REFER TO SHEETS M1 AND MIA. 1c0) C O \ STR U CTI O \ \OTES LOCATE THE XTSB TABLES AT LOCATION SHOWN ON THE LAYOUT DRAWING. ALSO SEE DWGS. 1M142, 1M143, & 1M145 FOR THE REST OF THE TABLES. RE -CONNECT VAC PIPING UNDER THE TABLE AS NECESSARY. 4) 1M10 1M11 1M12 1M13 1M14 1M15 0 1M16 1M17 1M18 1M19 1M20 1M21 1M22 1M23 1M24 1M25 1 M26 1 M27 1 M28 1M29 RECEIVED 1M34 CITY OF TUKWILPi 1M39 JUN 212011 IT CENTER 1M30 1 M35 1 M 40 1M31 1 M36 1M41 11444 1M32 1M37 1M 42 1 M45 1M33 1M 38 1M 43 9-101.1 KEY PLA 1 M 48 SCALE: N.T.S. 8 4 t REV WED FOR COD' ' PLIANCE • VED ' JUL 2162017 SCALE: 1/8 = 1' - City of Tukwila . a ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. DATE 06.16.17 CHECKED SUBTITLE PLUMBING PLAN CURRENT REVISION D33205-01 SYMBOL 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101.1 COL. W -Z/22-23 D.C. SHEET 1M146R JOB NO. J#546111 COMP NO. DWG NO. 9-101.1-1M146R Jun 15 2017 10:30 AM GRUNGAMORNCHAI: 5/11/2017 0 u 0 0 O OE TRENCH BEL (TYPICAL) I I LJ T L_ u 0 0 0 PARTIAL PLA\ VEW 1 SCALE: 1/8" = 1'-0" 1M142RIM456R 1M143R 1M145R 1M146R RECEIVED C OF i UKWILA JUN 212017 ERMIT CENTER LEGE\D A COMPRESSED AIR CW DOMESTIC COLD WATER D DRAIN G GAS HW DOMESTIC HOT WATER SUPPLY PW PROCESS WATER PHW PROCESS HOT WATER PHWC PROCESS HOT WATER CIRCULATING IWP INDUSTRIAL WASTE PUMPED V VENT RWL RAIN WATER LEADER SAN SANITARY WASTE VAC VACUUM PSAN PUMPED SANITARY WASTE STS STORM SEWER, RAIN WATER LEADER CD CONDENSATE DRAIN ® DUPLEX COMPRESSED AIR OUTLET Q SIMPLEX PROCESS VACUUM OUTLET GO DUPLEX PROCESS VACUUM OUTLET cE\PnL \OTES 1. COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE-SPECIFIC PREFERENCES: PIPE: ASTM B-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. FOR CA: 2-1/2" OR LARGER: TYPE L COPPER ROLL -GROOVED FITTINGS AND DUCTILE IRON ROLL -GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. FOR VAC: 2-1/2" OR LARGER: TYPE L COPPER SEE NOTE #5. VALVES: 2" AND SMALLER: BRONZE TWO-PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER -LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211xx 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. TESTING OF THE NEW VACUUM PIPING SHALL USE THE BUILDING VACUUM SYSTEM AND ISOLATE THE NEW PIPING FOR 1 HOUR. THERE SHALL BE NO NOTICEABLE VACUUM LOSS BY LOOKING AT THE VACUUM GAUGE. 3. COORDINATE COMPRESSED AIR PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. 4. PROVIDE PIPE LABELS AND FLOW ARROWS FOR ALL NEW PIPING. 5. FOR 2-1/2" OR LARGER VACUUM, USE VICTUALIC FLUSHSEAL GASKET. CO\S-RUCTIO\ \OYES (E) VACCUUM & COMPRESSED AIR PIPING/EQUIPMENT TO BE REMOVED. REMOVAL ISSUE FOR PERMIT 06.16.17 REVIEWED FOR OODE OOM Llnll@ APPROVED DLR Group Architecture Engineering PI REVISION APPROVED REVISION APPROVED ORIG ADC THERMOPLASTICS AFP DD3205-1 DLR GROUP 06.16.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN C. NARRAMORE CHECKED ENGINEER DATE 06.16.17 SUBTITLE ENLARGED PLANS CURRENT REVISION DD3205-1 SYMBOL() JUL 21 2011 anis ng Interiors City of Tukwila BLJI ING DIVISION �10 06.16.17 DATE TITLE ADC THERMOPLASTICS AFP CHECKED APPROVED Ac Jun 15 2017 10:30 AM APPROVED BUILDING 09-101 M456R 40B NO. MECHANICAL MASTER DEV. CENTER, WA DWG NO. 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I ILR II I - I __�, 1 I l It ■ I: I II II II 11 - p II _ 0= -Th- I IF �I LJ LI- -1 I I I I I I l ■ ■ ::'�! . r � t''i i l t I r —' 9 ■ di 1 .. mi ) ,, I IIIIIIIIIIIIIII tt'llllllllllll II ft 11 :Y ■ FE =1111h:: ' N ■ (1 � II :I• I.,:II LASER E' LOSURE —1) _ 0 � it 4 940 S' ® 100 S CCC _ ii !' 1. �' i = 11 11 � 50 OCC ANTS I•- N.9■1■r f `II� l ,�„i,' 1 II11■ IF •- . 1=' J• ) DP FIRST FLOOR P A\ � ' TRAVEL DISTANCE = 210' SCALE: NONE DLR Group C 8 12 13 14 15 16 17 18 2 Architecture Engineering Planning Interiors LE RECEIVED CITY OF T UKWILA JUN 212011 PERMIT CENTER ISSUE FOR PERMIT 06.16.17 TOABINEXOCPTY LOAD — ITAACI PANIC DEVICE FE FIRE EXTINGUISHER cE\PaL \CTES ;EFEH\CE PAWI\GS CO\STCTI O\ \OTES O O TT 0 1 1 1 4 1 1 KEY P_AN SCALE: NONE D FOR CO ,!' sMPLIANCE APPROVED JUL 21 2017 City of Tukwila BUILDING DIVISION SYM A B C H J REVISION MIC EXPANSION NEW 35' DOOR HUSTLE OLT REDLINES C007 ADC THERMOPLASTICS AFP 180450-00 WO#11111147 WO#11246633 11045.D01 NC 33205-10 BY TWH TWH SC DLR GROUP DLR GROUP APPROVED DATE SYM REVISION BY APPROVED DATE TWH RJV JB 12.03.08 10.14.10 03.24.11 10.02.12 05.12.17 ff.1:WG° C'— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN JB DATE 05.12.17 CHECKED SUBTITLE EXITING PLAN CURRENT REVISION 33205-10 SYMBOL j ATE 05.12.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET 1A01 JOB NO. 33205-10 COMP NO. DWG NO. 09-101-1A01 HWONG: 5/5/2017 9:54:41 AM x x 0 L x n r x MATCHLINE SHEET 09-101-1A45 x x EXISTING SIGHT BARRIER x x x x x x 1 r i n n n 112012201 =11 PARTIAL PLA\ VIEW SCALE: 1/8"= 1'-0" n i1 n n i i n SEE SHEET 1A37 L 1 L DLR Group Architecture Engineering Planning Interiors 21 RECEIVED CITY OF TUKWILA JUN 21 2017 PERMIT CENTER ISSUE FOR PERMIT 06.16.17 DI SYM A B REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 7E7 VISIBILITY BARRIERS ADC THERMOPLASTICS AFP J#54568000 D33205-1 TWH DLR GROUP JB 05.12.04 06.16.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN JB CHECKED DATE 05.12.17 SUBTITLE LEGE\J GE\EAL \OTES 'EFHE\CE DAWI\GS CO\S-RUCTIO \OTES 1A10 1A11 1Al2 1A13 1A14 1A15 0 1A16 1A17 1A18 1A19 1A20 1A21 1A22 1A23 1A24 1A25 1A26 1A27 1A28 1A29 1A30 1A32 1A33 1A34 1A39 1A35 1A37 1A40 1A40 1A44 1A45 1A38 1A43 1 A46 FLOOR PLAN CURRENT REVISION D33205-1 SYMBOL —EVIEWED FOR CODE COMPLIANCE 2s APPROVED JUL 21 2017 City of Tukwila BUILDING DIVISION 3 DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 COL. S—W/21-22 DEV. CENTER, WA SHEET 1 A42 JOB NO. D33205-1 COMP NO. DWG NO. 09-101 —1A42 1 A43 A5� IT_ co rn 0 w I(1) w w U) z 0 I¢ ID z z 0 0 El 0 r) CD 9-101 FREEZER, REFER TO 1A48 (1 1Y21) Cr: WASH BA—fEFY CHARQR BATE CHAR R MATCHLINE SHEET 09-101-1A46 DLR Group Architecture Engineering Planning Interiors 21.5 ISSUE FOR PERMIT 06.16.17 LEGE\D SEE SHEET G1 FOR LEGEND SYMBOLS J E\PAL \OTES SEE SHEET G1 FOR ADDITIONAL GENERAL NOTES. EFEE\CE DAWI\ GS C \STJCTO\ \OTES RECEIVED CITY OF 1 UKWILA JUN 212017 PERMIT CENTER 0 1A10 1A16 1A22 1A28 0• 1A11 1A17 1A23 1A29 1A34 1A39 1A1 1A1 1A13 1A13 1A14 1A14 fA15 1A15 1A19 1A19 1A20 1A20 1A24 0 1A30 1A35 1A25tA25 1A31 1A36 1A261A26 1A32�a�z 1A37 1A40 1A40 1A42 1A45 1A44 1A271AT7 1A33�r�a 1A38 SYM A B C D E REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE CONST. 400/100K CLEAN RM EXPEDITER CAGE SL 7E7 VISIBILITY BARRIERS DC FREEZER ADDITION ADC THERMOPLASTIC AFP J#757603-00 J#782738 -LO J#545680-00 J#16262 D33205-1 MRM GMM TWH DLR GROUP DLR GROUP VW JB 06.26.96 06.01.98 05.12.04 04.12.14 06.16.17 Q� BOE/NG C'— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DLR GROUP CHECKED DATE 05.12.17 SUBTITLE FLOOR PLAN CURRENT REVISION D33205-1 SYMBOL E REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2017 City of Tukwila BUILDING DIVISION DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTIC AFP BUILDING 09-101 COL. z/21-22.5 DEV. CENTER, WA SHEET 1 A4 3 JOB NO. D33205-1 COMP NO. DWG NO. 09-101-1A43 MATCHLINE SHEET 09-101-1A42 II I r 1 1 1 1 T r r-� LJ L PARTIAL PLA\ VIEW SCALE: 1/8"= 1'-0" DLR Group Architecture Engineering Planning Interiors MATCHLINE SHEET 09-101 RECEIVER CITY OF TUKWILA JUN 21 2017 PERMIT CENTER ISSUE FOR PERMIT 06.16.17 LECE\J GE\HAL \OTES 'EFEH\CE IIHAWI\GS CO \STUCTI O\ \OTES 0 1A10 1A11 1Al2 1A13 1A14 1A15 1A16 1A17 1A18 1A19 1A20 1 A21 1A22 1A23 1A24 1A25 1A26 1A27 1A28 1A29 1A34 1A30 1A35 1 A31 1A36 1A32 1A37 1A33 1A38 1A39 1A40 1A40 1A42 1A43 144 A4 j 1A46 Y PSN SCALE: NONE EVIEWED FOR __.CWE COMPLIANCE APPROVED SYM A B REVISION HUSTLE V3 INSTALLATION ADC THERMOPLASTIC AFP J#10432742 D33205-1 BY TWH/LMC DLR GROUP APPROVED DATE SYM REVISION BY APPROVED DATE JB 04.01.10 06.16.17 Q�BOE/NGcl d -- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN JB CHECKED DATE 05.12.17 SUBTITLE FLOOR PLAN CURRENT REVISION D33205-1 SYMBOL 3 JUL 21 2017 City of Tukwila BUILDING DIVISION 757TE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTIC AFP BUILDING 09-101 COL. S—W/22-23 DEV. CENTER, WA SHEET 1A45 JOB NO. D33205-1 COMP NO. DWG NO. 09-101-1A45 SYM FJ L� L_ _J n L REVISION BY APPROVED DATE SYM REVISION PARTIAL PLA\ VIEW 1/8" = 1'-0" BY APPROVED DATE A B C D CONST. 400/100K CLEAN RM. J#7576603-00 CDNST, 400/100K CLEAN RM. J#7576603-00 DC FREEZER ADDITION J#16262 ADC THERMOPLASTIC AFP D33205-1 MRM MRM DLR GROUP DLR GROUP VW JB 6/26/9E 7,26.96 04.12.14 06.16.17 IEXITI �—T— L_1_ EXISTING TRENCH BA1ERY CH 1RGER MATCHLINE SHEET 09-101-1A43 r—T—� 1 L_ J i 11Z22 11Y22) THAW ROOM 2Y 22) n 1 L EXISTING TRENCH 1 r r n r 1 1 I I LJ �1 LJ 11Y22 r D —71 O 6 FOR CONTINUATION SEE SHEET 09-101-1A48 Q� BOE/NG DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN JB ISSUE FOR PERMIT 06.16.17 DATE 05.12.17 CHECKED SUBTITLE LEGEND: SEE SHEET G1 FOR LEGEND SYMBOLS GENERAL NOTES: SEE SHEET G1 FOR ADDITIONAL GENERAL NOTES. CONSTRUCTION NOTES: RECEIVED CITY OF TUKWIL JUN 21 2017 PERMIT CENTER 00 l / V T T T T 1A10 1A11 1Al2 1A13 1A14 1A15 1A16 1A17 1A18 1A19 1A20 1A21 1A22 1A23 1A24 1A25 1A26 1A27 1A28 1A29 1A30 1A31 1A32 1A33 1A34 1A35 1A36 1A37 1A38 1A39 1A40 1A41 1A42 1A43 1A44 1A45 1A46j 9-101.1 KEY PLAN FLOOR PLAN CURRENT REVISION D33205-1 SYMBOL D —O REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2017 City of Tukwila BUILDING DIVISION DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTIC AFP BUILDING 09-101 COL. Z/21-22.5 DEV. CENTER, WA SHEET 1 A4 6 JOB NO. D33205-1 COMP NO. DWG NO. 09-101-1A46 MATCHLINE SHEET 09-101-PTA45 PARTIAL PLA\ VIEW SCALE: 1/8"= 1'-0" DLR Group Architecture Engineering Planning Interiors ET 09-101-PTA43 RECEIVED CITY OF T UKWILA JUN 21 2017 PERMIT CENTER ISSUE FOR PERMIT 06.16.17 ict LEGE\D GE\RAL \OTES 'EFHE\CE DAWI\ GS CO\STUCTIO\ \OTES 1A10 1A11 1Al2 1A13 1A14 1A15 1A16 1A17 1A18 1A19 1A20 1 A21 0 0 1A22 1A23 1A24 1A25 1 A26 1A27 1A28 1A29 1A30 1A32 1A33 1A34 1A35 1A37 1A38 1A39 1A40 1A40 01A42� /////// 1A43 1A44 1A45 1A46 PLAN SCALE: NONE I \/IEWED FOR CO�Q[E�� COMPLIANCE +PPROVED JUL 21 2017 City of Tukwila BUILDING DIVISION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP D33205-1 DLR GROUP JB 06.16.17 ffsE/NGS ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN J. BECKETT DATE 05.12.17 CHECKED SUBTITLE PLATFORM FLOOR PLAN CURRENT REVISION SYMBOL() SIG DATE 06.16.17 DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 09-101 ARCHITECTURAL MASTER COL. S -W/21-22 DEV. CENTER, WA SHEET PTIA42 JOB NO. D33205-1 COMP NO. DWG NO. 09-101 -PT1A42 MATCHLINE SHEET 09-101-PTA42 OPEN TO BELOW MATCH LINE SHEET 09-101—PTA46 DLR Group Architecture Engineering Planning interiors L .5 LEGE\D SEE SHEET G1 FOR LEGEND SYMBOLS GE\ EAL \OTES SEE SHEET G1 FOR ADDITIONAL GENERAL NOTES. EFEE\CE DAWI\GS CO\STUCTIC\ \3TES RECEIVED CITY OF TUKWILA JUN 212017 PERMIT CENTER ISSUE FOR PERMIT 06.16.17 0 Om CD 0 0 0 8 11 4 15 1A11 1Al2 1A16 1A17 1A1 1A22 1A23 1A2 1A28 1A29 1A13 1A13 1A14 1A14 1A15 1A15 0 1A30 1A19 1A19 1A25�nzs 1A31 1A20 1A20 in2s 1A26 �as2 1A32 1�1 1A21 1A27 1A331A33 J 1A34 1A39 1A35 1A36 1A37 1A40 1A40 1A42 1A44 1A45 1A38 1A43 1A46 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2017 City of Tukwila BUILDING DIVISION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTIC AFP D33205-1 DLR GROUP JB 06.16.17 S BOE/NG � ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DLR GROUP DATE 05.12.17 CHECKED SUBTITLE PLATFORM FLOOR PLAN CURRENT REVISION SYMBOL SIG DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTIC AFP BUILDING 09-101 COL. Z/21-22.5 DEV. CENTER, WA SHEET PT1A43 JOB NO. D33205-1 COMP NO. DWG NO. 09-101—PT1A43 MATCHLINE SHEET 09-101-PTA42 OPEN TO BELOW LEGE\D GE\HAL \CTES EFHE\CE NAWI\GS CO\STUCTI3 PARTIAL PLA\ VIEW SCALE: 1/8"= 1'-0" DLR Group Architecture Engineering Planning Interiors RECEIVED CITY OF TU KWILA JUN 21 2017 PERMIT CENTER 1A1 1A11 1Al2 1A13 1A14 \OTES 1A15 1A16 1A17 1A18 1A19 1A20 1 A21 1A22 1A23 1A28 1A29 J 1A34 1A39 1A24 1A30 1A35 1A40 1A25 1 A31 1A36 1A40 1 A44 1A26 1A32 1A37 1A42 1A27 1A33 1A38 1A43 'A45 i 1A46 C. r E COMPLIANCE VIEWED FOR 23 APPROVED JUL 21 2017 City of Tukwila BUILDING DIVISION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTIC AFP D33205-1 DLR GROUP JB 06.16.17 M,e4 4. G�— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN J. BECKETT DATE 05.12.17 CHECKED SUBTITLE PLATFORM FLOOR PLAN CURRENT REVISION SYMBOL0 SIG DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTIC AFP BUILDING 09-101 ARCHITECTURAL MASTER COL. S -W/22-23 DEV. CENTER, WA SHEET PT1A45 JOB NO. D33205-1 COMP NO. DWG NO. 09-101-PT1A45 qND OPEN TO BELOW MATCHLINE SHEET 09-101-1A43 PARTIAL PLA\ VIEW 1/8" = 1'-0" L J DLR Group Architecture Engineering Planning Interiors LEGEND: SEE SHEET G1 FOR LEGEND SYMBOLS GENERAL NOTES: SEE SHEET G1 FOR ADDITIONAL GENERAL NOTES. CONSTRUCTION NOTES: RECEIVED CITY OF TUKWILA JUN 21 2017 PERMIT CENTER ISSUE FOR PERMIT 06.16.17 4 �v r S7 V T T T T 1A10 1A11 1Al2 1A13 1A14 1A15 1A16 1A17 1A18 1A19 1A20 1A21 1A22 1A23 1A24 1A25 1A26 1A27 1A28 1A29 1A30 1A31 1A32 1A33 1A34 1A35 1A36 1A37 1A38 ri< 1A39 1A40 1A41 1A42 1A43 a 1A44 1A45 V//// '1A461 9-101.1 KEY PLAN REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2017 City of Tukwila BUILDING DIVISION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTIC AFP D33205-1 DLR GROUP JB 06.16.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN DLR GROUP DATE 05.12.17 CHECKED SUBTITLE PLATFORM FLOOR PLAN CURRENT REVISION SYMBOL SIG DATE 06.16.17 DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTIC AFP BUILDING 09-101 COL. Z/21-22.5 DEV. CENTER, WA SHEET PT1A46 JOB NO. D33205-1 COMP NO. DWG NO. 09-101—PT1A46 x x x MATCHLINE SHEET 09-101-1A315 x x x x x x x x x x x x x x DEFLECTED CEILI\G PLA\ 1 /8" = 1'-0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTIC AFP 33205-10 DLR GROUP JB 06.16.17 Q� BOE/NG o'- 8086 DLR Group Architecture Engineering Planning Interiors ARCH ITECT ROBERT HOFFMAN STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED LES E\D REFER TO SYMBOLS LEGEND SHEET G1 GE \PAL \OTES EFPE\CE NAWI\SS C0\ST',CTIO\ OT ES ISSUE FOR PERMIT 06.16.17 DRAWN JB ZRECKED DATE 05.12.17 SUBTITLE 1A10 1A11 O ® ® 0 1Al2 1A13 1A14 1A15 1A16 1A17 1A18 1A19 1A20 1A21 0 0 1A22 1A23 1A24 1A25 1A26 1A27 RECEIVED CITY OF TUKWILA JUN 21 2017 PERMIT CENTER REFLECTED CEILING PLAN 1A28 1A29 1A30 1A31 1A32 1A33 15 1A34 1A35 1A36 1A37 1A38 1A41A42 1A43 1A39 1A40 11144 1A45 1A46 1A48 REV ON—ET-5 FO CODE COMPLIANCE APPROVED 9-101.1 KEY PLAN CURRENT REVISION 33205-10 SYMBOL JUL 21 2017 City of Tukwila BIU_ l_DINt DIVISION 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTIC AFP BUILDING 09-101 ARCHITECTURAL MASTER COL. Z-BB/21-23 DEV. CENTER, WA SHEET 1A312 JOB NO. 33205-10 COMP NO. DWG NO. 09-101-1A312 Q c) LASER ROOM 1 1V21 n . EFLECTED CEILING PLA\ 1/8" = 1,—O" FOR CONTINUATION SEE SHEET 09-101-1A318 MATCHLINE SHEET 09-101-1A316 DLR Group Architecture Engineering Planning Interiors CzD E10 2 2� ISSUE FOR PERMIT 06.16.17 LECE\3 REFER TO SYMBOLS LEGEND SHEET G1 GE PAL \OTES 'EFEH CE D�AWI\GS CO\STUCTIO\ \OTES 1A10 1A11 1Al2 1A13 1A14 1A15 1A16 1A17 1A18 1A19 1A20 1A22 1A23 1A24 1A25 1A26 1A21 1A27 1A28 1A29 1A30 1A31 1A32 1A33 0 0 RECEIVED CITY OF TUKWILA JUN 21 2017 PERMIT CENTER 1A34 1A35 1A36 1A39 1A40 1A41 1A37 1A38 1A42 /j1A43/ 144 1A45 1A46 1A48 .5 9-101.1 KEY PLAN SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTIC AFP 33205-10 DLR GROUP JB 06.16.17 c� Q,�BOE/NG° ROBERT HOFFMAN STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN JB CHECKED ENGINEER CHECKED APPROVED APPROVED DATE SUBTITLE 05.12.17 REFLECTED CEILING PLAN CURRENT REVISION SYMBOL 33205-10 0 REVIE CODE COMPLIANCE APPROVED JUL 21 2017 City of Tukwila DIRT( DIVISION 06.16.17 TITLE ARCHITECTURAL MASTER ADC THERMOPLASTIC AFP BUILDING 09-101 SHEET 1A313 JOB NO. 33205-10 COMP NO. COL. Z-BB/21-23 DEV. CENTER, WA DWG N0. 09-101-1A313 4 0 MATCHLINE SHEET 09-101-1A312 1 DEFLECTED CEILING PLA\ 1/8" = 1'-0'• DLR Group Architecture Engineering Planning Interiors MATCHLINE SHEET 09- ISSUE FOR PERMIT 06.16.17 LEGE \ D REFER TO SYMBOLS LEGEND SHEET G1 GE \EAL \OTES . EFHE\CE D AWI\GS CO\STUCTIO\ \OTES RECEIVED CITY OF T 3 #KWi JUN 212017 PERMIT CENTER 9-101.1 KEY PLAN SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTIC AFP 33205-10 DLR GROUP JB 06.16.17 8086 ARCHITECT '4' ROBERT HOFFMAN STATE OF WASHINGTON ACCEPTABI LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN JB DATE 05.12.17 CHECKED SUBTITLE REFLECTED CEILING PLAN CURRENT REVISION 33205-10 SYMBOL() s 22 CODE COMPLIANCE APPROVED JUL 21 2011 • City of Tukwila BUILDING DIVISION 77ATE----(-)6.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTIC AFP BUILDING 09-101 ARCHITECTURAL MASTER COL. Z-BB/21-23 DEV. CENTER, WA SHEET 1A315 JOB NO. 33205-10 COMP NO. DWG NO. 09-101-1A315 1A10 1A11 1Al2 1A13 1A14 1A15 1A16 1A17 1A18 1A19 1A20 1A21 1A22 1A23 1A24 1A25 1A26 1A27 1A28 1A29 1A30 1A31 1A32 1A33 1A34 1A35 1A36 1A37 1A38 1 1A39 1A40 1A41 1A42 1A43 1 A48 i 1 1 44 e/A45�% �� r c 1 A JUN 212017 PERMIT CENTER 9-101.1 KEY PLAN SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTIC AFP 33205-10 DLR GROUP JB 06.16.17 8086 ARCHITECT '4' ROBERT HOFFMAN STATE OF WASHINGTON ACCEPTABI LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN JB DATE 05.12.17 CHECKED SUBTITLE REFLECTED CEILING PLAN CURRENT REVISION 33205-10 SYMBOL() s 22 CODE COMPLIANCE APPROVED JUL 21 2011 • City of Tukwila BUILDING DIVISION 77ATE----(-)6.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTIC AFP BUILDING 09-101 ARCHITECTURAL MASTER COL. Z-BB/21-23 DEV. CENTER, WA SHEET 1A315 JOB NO. 33205-10 COMP NO. DWG NO. 09-101-1A315 ' EFLECTED CEI LI \ G PLA\ 1/8" = l' -O" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTIC AFP 33205-10 DLR GROUP JB 06.16.17 MATCHLINE SHEET 09-101-1A31 3 X 4'D 8086 DLR Group Architecture Engineering Planning Interiors ARCHITECT ROBERT HOFFMAN STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN JB CHECKED ISSUE FOR PERMIT 06.16.17 DATE 05.12.17 SUBTITLE LEGE\J REFER TO SYMBOLS LEGEND SHEET G1 GE \E�AL \OTES EFE E\CE DAWI \GS CO\ STS U CTI O \ \OTES Q 0 000, 1A10 1A16 1A22 1A28 RECEIVED CITY OF T UKWILA JUN 21 2017 PERMIT CENTER REFLECTED CEILING PLAN 1A11 1A17 1A23 1A29 1A34 1Al2 1A18 1A24 1A30 1A35 1A13 1A19 1A25 1A31 1A14 1A20 1A26 1A32 1A37 1A15 1A21 1A27 1A33 1A39 1A40 1A41 1A42 1,44 1A45 A46 9-101.1 KEY PLAN CURRENT REVISION 33205-10 SYMBOL 0 0 0 zt zz REVIEWED F01, CODE COMPLIANCE APPROVED JUL 21 2017 City of Tukwila ■w, nIVISiON M11i. 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTIC AFP BUILDING 09-101 ARCHITECTURAL MASTER COL. Z-BB/21-23 DEV. CENTER, WA SHEET 1A316 JOB NO. COMP NO. 33205-10 DWG NO. 09-101-1A316 TOP OF PARAPET ELEV. 126'-6" K T H O TOP OF PARAPET ELEV. 94'-6" '11 GUARDRAIL — PREFORMED METAL SIDING PARAPET WALL. EXPANSION JO PARAPET WALL NT IN METAL S DING ONCRETE PANELS Era 1 1 1 1 1 1 1 1 1 1 1 1 1 TOP OF PARAPET ELEV.67'-6" 1 1 1 1 1 1 1 1 1 1 1 1 1 1-4 1 1 1 1 1 1 1 �N19) N18 ® K N16 A63 A65 TOP OF PARAPET ELEV. 50'-4" T FLR. ELEV. 15'-6" 1- — — \OTH ELEVATIO\ SCALE: 1/32"= 1 -0" H J Ja K L M N P 11 II 1 1 1 II 1 II I 1 --� n r --i 9-102 BLDG L (-71 1A48 A63 UJ J CS METAL SIDING TOP OF PARAFET ELEV. 43'-6" ( S8 ) ( S9 ) (S10 SOUTH ELEVATIO\ SCALE: 1/32"= 1'-0" S12) BEHIND S14 � 1 1A48IA63 ( S16 ) METAL SIDING 000 CONCRETE SILL WALL 9-103 BLDG DD (S19) A RECEIVED CITY OF T UKWII-A JUN 212011 PERMIT CENTER DLR Group Architecture Engineering Planning Interiors TOP OF PARAPET ELEV. 99'-0" CO\ST D UCTIO\ \OTES PREFINSIHED METAL LOUVER, SEE DETAILS 4, H, & J/A607 ,ISSUE FOR PERMIT ThTgHDFOR CODE COPLIANCE 06.16.17 APPf� VE° JUL 2 201 City of Tukwila SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DC FREEZER ADDITION — RECORD DRAWINGS J#16262 DLR GROUP VW 04.07.14 A ADC THERMOPLASTICS AFP D33205-01 DLR GROUP JB 06.16.17 Q,�BOE/iVGm 8086 ARCHITECT ROBERT HOFFMAN STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN JB CHECKED DATE 05.12.17 SUBTITLE EXTERIOR ELEVATIONS - NORTH & SOUTH CURRENT REVISION SYMBOL D33205-01 Hunt• nnv1 - . 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 SHEET A63 JOB NO. COMP NO. D33205-01 DEV. CENTER, WA DWG No. 09-101-A63 ROOF (13) 40,-0" 40'-0" 40'-0" BUILT-UP ROOF TECTUM DECK /--STEEL TRUSS 41[41[4E 3 2ND FLR. 40'-0" 40'-0" J 40'-0" BUILT-UP ROOF ON CONC. DECK CONC. COLUMNS, BEAMS & FLOOR L 40'-0" • J K 40'-0" 40'-0" 40'-0"40'-0" D NO - 40' -0" c 38'-0" S 50'-0" 50'-0" 50'-0" J J J J J J MEZZ. N MEZZ. U STEEL COLUMNS 0) 1 voi 50'-0" OP - BUILT-UP ROOF ON STEEL DECK r -STEEL TRUSS 50' -0" BUILT-UP ROOF 50'-0" TECTUM DECK STEEL TRUSS � © 50'-0" ROOF )\/\)\/c./ STEEL COLUMNS 2ND FLR. UTILITY TUNNEL J J J k. BUILT-UP ROOF ON CONC. DECK CONC. COLUMNS, BEAMS & FLOOR J r. O ,i0 SECTION @ APPROX GRIDLI\ E '3'A SCALE: 1/32"=1' -0" RFAO11A11O C I '1 UTILITY J J J J J J ) 1ST FLR. ) 7V TECTUM DECK BUILT-UP ROOF -01 n c op 141 CONC. SLAB BUILT-UP ROOF STEEL TRUSS 7V TECTUM DECK STEEL TRUSS 1' n 1ST FLR 1 TUNNEL ROOF r -- 1ST FLR EGRESS TUNNEL (F) Es) EGRESS TUNNEL SECTIO\ @ APPROX GRIDLI\E '8'( SCALE: 1/32"=1'-0" Cvp (,1 RFA01 A110 v BUILT UP ROOF STEEL TRUSS STEEL DECK JI STEEL DECK STEEL TRUSS BUILT TECTUM DECK UP ROOF ROOF • I N) LO MEZZ. A MEZZ. CONC. SLA 1ST FLR. EGRESS TUNNEL TOILET ROOM EGRESS TUNNEL 0 SECTION @ APPROX GRIDLINE '22' SCALE: 1 /32"=1'-0" RFA01 A110 DLR Group Architecture Engineering Planning Interiors RECEIVED CITY OF 1 LUWILA JUN 21 2011 PERMIT CENTER METAL SIDING HANGAR DOORS METAL SIDING 1ST FLR UTILITY TUNNEL ISSUE FOR PERMIT 06.16.17 REVI D FOR CODE MPLIANCE AP ROVED JUL ; 1 2017 City of Tukwila BUILDING DIVISION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG A ADC THERMOPLASTICS D33205-01 DLR GROUP DP JB 10.30.13 06.16.17 8086 ARCHITECT ROBERT HOFFMAN STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN JB DATE 05.12.17 CHECKED SUBTITLE BUILDING SECTIONS CURRENT REVISION D33205-01 SYMBOL A DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 09-101 ARCHITECTURAL MASTER COL. DEV. CENTER, WA SHEET A110 JOB NO. D33205-01 COMP NO. DWG NO. 09-101—A110 ROOF 1ST FLR. ROOF 1ST FLR. O O I N 0 I in N TUNNEL ROOF 1ST FLR. UTILITY TUNNEL HIGH HIGH BAY BEYOND HIGH BAY BEYOND 2ND FLR. N Jnr it HIGH HIGH BAY BEYOND id1/111/l1/111 &al 41 SECTION @ APPROX GRIDLINE 'X' n SCALE: 1/32"=1'-‘0" 10.9 11.1 r -11-11-11-1r1` 1 -li-1r-1r-1n` 1 ri r -i r -i r-1 r -i n r—ir—it 1r—ln RFA01 A111 rir ir—rr ir—in 22, cc) 10 L0 C2 '111-11 —11-11-11-1` f TI IT- Fr - ROOF 0) BUILDING BEYOND n n R SECTION @ APPROX GRIDLINE 'R' (B SCALE: 1/32"=1'-0" RFAOQjA111 HIGH HIGH BAY BEYOND HIGH BAY BEYOND 2ND FLR. 0 10 N TUNNEL 0 -' n ir—ir ir—in 1-11-11-11 —11-11-1 Jnr-ir—it—ir—rn `- Jnr it ii ir-1n n n 1/ STAIR 1ST FLR. TUNNEL 1 11 SECTION @ APPROX GRIDLI \ E 'J' SCALE: 1/32"=1'-0" RFA01 A111 too 9 RECEIVED CITY OF TUKWILA JUN 21 2011 PERMIT CENTER DLR Group Architecture Engineering Planning Interiors CODE C )MPLIANCE APPROVED JUL 21 2017 bf Tukwila BUILDING DIVISION SYM REVISION BY APPROVED DATE SYM REVISION 8Y APPROVED DATE ORIG A ADC THERMOPLASTICS AFP D33205-01 DLR GROUP DP JB 10.30.13 06.16.17 M.&"17,M"S 8086 ARCHITECT 424""" -- ROBERT HOFFMAN STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN JB DATE 05.12.17 CHECKED SUBTITLE BUILDING SECTIONS CURRENT REVISION D33205-01 SYMBOL A DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 09-101 ARCHITECTURAL MASTER COL. DEV. CENTER, WA SHEET A111 JOB NO. D33205-01 COMP NO. DWG NO. 09-101—A111 /41 1 // // // H1H -CO .41 .— CO 1 --- - o 1 N (0 10 - 1ST FLR. 11 SECTION @ APPROX GRIDLI \ E 'J' SCALE: 1/32"=1'-0" RFA01 A111 too 9 RECEIVED CITY OF TUKWILA JUN 21 2011 PERMIT CENTER DLR Group Architecture Engineering Planning Interiors CODE C )MPLIANCE APPROVED JUL 21 2017 bf Tukwila BUILDING DIVISION SYM REVISION BY APPROVED DATE SYM REVISION 8Y APPROVED DATE ORIG A ADC THERMOPLASTICS AFP D33205-01 DLR GROUP DP JB 10.30.13 06.16.17 M.&"17,M"S 8086 ARCHITECT 424""" -- ROBERT HOFFMAN STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN JB DATE 05.12.17 CHECKED SUBTITLE BUILDING SECTIONS CURRENT REVISION D33205-01 SYMBOL A DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 09-101 ARCHITECTURAL MASTER COL. DEV. CENTER, WA SHEET A111 JOB NO. D33205-01 COMP NO. DWG NO. 09-101—A111 ab CRANE CLEARANCE 43'-11" AFF 3/4" FRT PLYWOOD, PAINTED, OVER 1-1/2" METAL DECK T.O. STEEL 30'-0" AFF STEEL ANGLE, PAINTED 2" VERTICAL T&G INSULATED MWP T.O. GIRT 17'-0" AFF MID -SPAN GIRT STEEL HSS FRAMING CONTINUOUS BASE ANGLE CD 01 01 XB FIRST FLOOR 0'-0" AFF EXISTING FOUNDATION SLAB x x x x x A220 A606 c N U 1 i" DIA STEEL PIPE GUARDRAIL, PAINTED, TYP SLIDING DOOR MOTOR SLIDING DOOR PANEL AND TRACK A A220 A607 SYM REVISION BY APPROVED DATE WALL SECTIO\ �a1 SCALE: 3/8"=1'-0" SYM REVISION A110 A220 BY APPROVED DATE %B1 A220 A607 ORIG ADC THERMOPLASTICS AFP D33205-01 DLR GROUP JB 06.16.17 CRANE CLEARANCE 43'-11" AFF N CV Ah T.O. STEEL �► 30'-0' AFF ► T.O. OVHD DOOR 15'-0" AFF FIRST FLOOR 0'-0" AFF c -Ln c CRANE CLEARANCE STEEL TUBE EXTENSION TO SUPPORT OVHD DOOR TRACK DOOR TRACK AND BRACING BY DOOR MANUF (D A220 A606 WALL SECTIO\ SCALE: 3/8"=1'-0" BOE/NG° C'- 8086 A111 A200 ARCHITECT ROBERT HOFFMAN STATE OF WASHINGTON r N I 43'-11" AFF OVERHEAD DUCT UNISTRUT SUPPORT AND BRIDGE ASSEMBLY TO EXTERIOR WALL LOUVER BY MECH CONTRACTOR 0 PROVIDE HEMMED SHEET METAL ESCUTCHEON AROUND PERIMETER OF DUCT PENETRATION, TYP 23 lL J 7'-10 1/2" A220 A606 FIXED BLADE LOUVER A220 A606 J 3' 8 1/2" A220 A606 EQUIP PLATFORM rn 30'-2 1/4" AFF STEEL GRATE LANDING WITH PERIMETER EDGE ANGLE AND GUARDRAIL T.O.STEEL 17'-0" AFF rc� A220 A606 A A220 A606 A220 A606 LANDING 2'-2 3/4" AFF N 1 FIRST FLOOR 00" AFF ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 1" GAP k 01 =(- EXISTIhG ELEC BUSWAY EQUIP L CC J WALL SECTIO\ SCALE: 3/8"=1'-0" DRAWN JB CHECKED DATE 05.12.17 (CM A11) A200 B.O. LOUVER di 39'-0" AFF T.O. (E) ELEC 14'-9" AFF B.O. SOFFIT 66 11'-8" AFF WALL SECTIONS RECEIVED CITY OF TUKWILA JUN 21 2011 PERMIT CENTER DLR Group Architecture Engineering Planning interiors ISSUE FOR PERMIT 06.16.17 CURRENT REVISION D33205-01 SYMBOL() REVIEWED FOR CODE COMPLIAN APPROVED JUL E l 2017 City of Tukwila BUILDING DIVISION 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET A220 JOB NO. D33205-01 COMP NO. DWG NO. 09-101-A220 DOOR SCHEDULE DOOR MARK DOOR SIZE TYPE MATL FINISH RATING FRAME MAIL FRAME FINISH HDW GROUP DETAILS NOTES HEAD JAMB SILL FLOOR SECOND FLOOR WALL BASE WALL BASE WALL BASE WALL MATL HEIGHT 201J14 3'-0" X 7'-0" A - - - - - 1 - - - REVISE HDWRE/EXIST. DOOR 201K14 3'-0" X 7'-0" A HM PNT - STL PNT 2 G/A500 G/A500 11/A500 50-52 STC RATING EXIST. CEILING 201J15 3'-0" X 7'-0" A WD STAIN - STL PNT 4 FAC FAC FAC 202J15 3'-0" X 7'-0" A WD STAIN - STL PNT 4 FAC FAC FAC B-1 203J15 28'-9" X10'-0" B FAB FAC - STL PNT W-1/3 13/A500 - - FROM 7.251 BLDG. 201K15 13'-6" X10'-0" B FAB FAC - STL PNT 13/A500 - - TO MATCH 203J15 202K15 3'-0" X 7'-O" A WD STAIN - STL PNT 5 4/A500 4/A500 4/A500 203K15 3'-0" X 7'-0" A WD STAIN - STL PNT 5 4/A500 4/A500 4/A500 201J16 3'-0" X 7'-0" A WD STAIN - STL PNT 4 FAC FAC FAC 202J16 49'-0" X10'-0" B FAB FAC - STL PNT 13/A500 - - FROM 7.251 BLDG. 201K16 3'-0"X 7'-0" A WD STAIN - STL PNT 5 4/A500 4/A500 9/A500 " ,-,,, v 'v' `V' `v' `v' `v' `v' `v' `v' 'v' -'."v' �' `v' `v' 'v' `v' 'v' 'v' `v' `v' `v' w' `v' V' `v' w' `v' `v' `v'' `v'`" 11W21 3'-O" X 7'-O" A HM P-2 - HM P-2 6 A/A606 1/A606 C/A606 -11V21 PAINT EXPOSED STRUCTURE, P2 25'-4" X 15'-O" C STL FF - HM - - D/A606 2/A606 E/A606 -11V22 3'-O" X 7'-O" A HM P-2 - HM P-2 7 A/A606 1/A606 C/A606 - 11W22 PAIR 15'-2" X 30'-10" 1/4 D ALUM FF - - - - A/A607 1/A607 B/A607 SEE A471 FOR HORIZONTAL PANEL LENGTH 12W21 PAIR 15'-2" X 30'-10" 1/4 D ALUM FF - - - - A/A607 1/A607 B/A607 SEE A471 FOR HORIZONTAL PANEL LENGTH :00TYPES • A FLUSH B ACCORDIAN HADWAE 3KUPS: HARDWARE GROUP #1 1 1/2 PR. HINGES STANLEY FBB 179, 4 1/2' X 4 1/2" NRP, US26D 1 EXIT DEVICE VON DUPRIN 99L -F, SIZE 3, 299 STRIKE, US26D 1 CLOSER NORTON 7500L HARDWARE GROUP #2 1 EXIT DEVICE VON DUPRIN 99E0 -F, SIZE 3, 299 STRIKE, US26D, W/ BLANK FACE 1 CLOSER NORTON 7500L HARDWARE GROUP #3 1 1/2 PR. HINGES STANLEY FBB 179, 4 1/2' X 4 1/2" NRP, US26D 1 EXIT DEVICE VON DUPRIN 99L -F, SIZE 3, 299 STRIKE, US26D, W/ KEY LOCK 1 CLOSER NORTON 7500L HARDWARE GROUP #4 1 1/2 PR. HINGES STANLEY FBB 179, 4 1/2' X 4 1/2" NRP, US26D YALE 5401L, 497, US26D 1 LATCHSET 1 CLOSER NORTON 7500L HARDWARE GROUP #5 1 1/2 PR. HINGES STANLEY FBB 179, 4 1/2' X 4 1/2" NRP, US26D YALE 5407, 497, US26D 3 C 1 LOCKSET 1 CLOSER NORTON 7500L 1 ACOUSTICAL SEAL PEMKO, 332AR 3 1 HARDWARE GROUP #6 3 EA HINGES 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA EXIT DEVICE CYLINDER DOOR CLOSER KICKPLATE SMOKE SEAL THRESHOLD DOOR BOTTOM UNICAN LOCK 5BB1 4 1/2 x 4 1/2 x NRP 99 -L -F PER BUILDING STANDARDS 4040 XP x CUSH 8400 10"x2" LDW 188S PER DETAILS 39A BY OWNER 652 IVES 626 VON DUPRIN 626 689 LCN 630 IVES BLK ZERO AL ZERO AL ZERO HARDWARE GROUP #7 3 EA HINGES EA EXIT DEVICE EA CYLINDER EA DOOR CLOSER EA KICKPLATE EA SMOKE SEAL EA THRESHOLD EA DOOR BOTTOM EA UNICAN LOCK ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONSTAINING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. DO NOT REMOVE, DAMAGE, OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA. PLEASE CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK. GE\E�AL \OTES 1 PAINT ALL EXPOSED CONDUIT, PIPING, STRUCTURAL STEEL, RAILS, ANGLES, AND MISCELLANEOUS METALS, PAINT P2. RECOMMENDED MOUNTING LOCATIONS SIG\AGE LOCATIO\S (FOR REFERENCE - NOT TO SCALE) RED YELLOW 1/4" WHITE ACRYLIC BLACK LINEWOR & TEXT, UNO 3'-0" r DANGER Class 4 Laser Controlled Area Avoid eye or skin exposure to direct or scattered radiation. Do not enter when Tight is iilluminated. Laser eye protection required: OD>7@1070nm Nd:YAG laser, 1070nm 10kW maximum average power Laser Safety Officer Ext NOTE: ANSI Z535.2 COMPLIANT CLASS 4 LASER CONTROLLED AREA DANGER SIGN SIG\ TYPE #1 SCALE: 1 1/2" = 1'-0' A A350 5BB1 4 1 /2 x 4 1 /2 x NRP 99 -L -F PER BUILDING STANDARDS 4040 XP x CUSH 8400 10"x2" LDW 188S PER DETAILS 39A BY OWNER Group ecture Engineering Planning Interiors 652 IVES 626 VON DUPRIN 626 689 LCN 630 IVES BLK ZERO AL ZERO AL ZERO RECEIVED CITY O6 T U KWILA JUN 212017 PERMIT CENTER ISSUE FOR PE 06.16.17 REVIEWED FOR ..UuM 1�L�1v1rLFh+lvl. MROVED AlL212017 City of Tukwila bL1ILUII'4L UIV1bll., N SYM A B REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE REVISED HARDWARE ADC THERMOPLASTICS AFP D33205-01 RBB DLR GROUP SC/BM JB 06.08.95 06.16.17 Q,�BOE/NG° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE CHECKED SUBTITLE DOOR AND ROOM FINISH SCHEDULES CURRENT REVISION D33205-01 SYMBOL 3 DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET A350 JOB NO. DCA -994111 COMP NO. DWG NO. 09-101-A350 OOv F \ISH SCHEDULE ROOM NORTH EAST SOUTH WEST CEILING NOTES NUMBER ROOM NAME FLOOR BASE WALL BASE WALL BASE WALL BASE WALL MATL HEIGHT SECOND FLOOR 201J14 MULTI-PURPOSE F-1/2/3 B-1 W-1 B-1 W-1 B-1 W-1/3 B-1 W-1 C-1 11'-0" EXIST. CEILING 201J15 VESTIBULE F-2 B-1 W-2 B-1 W-2 B-1 W-2 B-1 W-1 C-1 11'-0" EXIST. CEILING 202J15 MULTI-PURPOSE F-1/2 B-1 W-1/3 B-1 W-1 B-1 W-2/3 B-1 W-1/2 0-1 11'-0" EXIST. CEILING 201J16 MULTI-PURPOSE F-1/2 B-1 W-2/3 B-1 W-1 B-1 W-1 B-1 vv -1/2 0-1 11'-O" EXIST. CEILING v 'v' `V' `v' `v' `v' `v' `v' `v' 'v' -'."v' �' `v' `v' 'v' `v' 'v' 'v' `v' `v' `v' w' `v' V' `v' w' `v' `v' `v'' `v'`" 11V21 LASER ROOM RF -1 - W-4 - W-4 - W-4 - W-4 C-2 OTS PAINT EXPOSED STRUCTURE, P2 PT1V21 PLATFORM P-1 - - - - - - - - - OTS OPEN TO STRUCTURE OOIV FI\ ISH SCHEDULE LEGE\ D FLOORS WALLS KEY MATERIAL COLOR KEY MATERIAL COLOR W-1 GYPSUM WALLBOARD - PAINT - NEW AND EXISTING WALLS F-1 CARPET ON RAISED FLOOR F-2 EXISTING CONCRETE W-2 VANGUARD WALL F-3 RAMP - FACTORY FINISH W-3 ACOORDIAN PARTITION RF -1 RESINOUS FLOORING W-4 PREFINISHED MWP WALLS FF FACTORY FINISH BASE CEILINGS KEY MATERIAL COLOR KEY MATERIAL COLOR C-1 2'X4' ACOUSTIC PANELS - EXISTING B-1 NEW 4" RESILIENT BASE PAINT KEY COLOR P1 * P2 WHITE ��; 3 C 1 LOCKSET 1 CLOSER NORTON 7500L 1 ACOUSTICAL SEAL PEMKO, 332AR 3 1 HARDWARE GROUP #6 3 EA HINGES 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 EA EXIT DEVICE CYLINDER DOOR CLOSER KICKPLATE SMOKE SEAL THRESHOLD DOOR BOTTOM UNICAN LOCK 5BB1 4 1/2 x 4 1/2 x NRP 99 -L -F PER BUILDING STANDARDS 4040 XP x CUSH 8400 10"x2" LDW 188S PER DETAILS 39A BY OWNER 652 IVES 626 VON DUPRIN 626 689 LCN 630 IVES BLK ZERO AL ZERO AL ZERO HARDWARE GROUP #7 3 EA HINGES EA EXIT DEVICE EA CYLINDER EA DOOR CLOSER EA KICKPLATE EA SMOKE SEAL EA THRESHOLD EA DOOR BOTTOM EA UNICAN LOCK ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONSTAINING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. DO NOT REMOVE, DAMAGE, OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA. PLEASE CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK. GE\E�AL \OTES 1 PAINT ALL EXPOSED CONDUIT, PIPING, STRUCTURAL STEEL, RAILS, ANGLES, AND MISCELLANEOUS METALS, PAINT P2. RECOMMENDED MOUNTING LOCATIONS SIG\AGE LOCATIO\S (FOR REFERENCE - NOT TO SCALE) RED YELLOW 1/4" WHITE ACRYLIC BLACK LINEWOR & TEXT, UNO 3'-0" r DANGER Class 4 Laser Controlled Area Avoid eye or skin exposure to direct or scattered radiation. Do not enter when Tight is iilluminated. Laser eye protection required: OD>7@1070nm Nd:YAG laser, 1070nm 10kW maximum average power Laser Safety Officer Ext NOTE: ANSI Z535.2 COMPLIANT CLASS 4 LASER CONTROLLED AREA DANGER SIGN SIG\ TYPE #1 SCALE: 1 1/2" = 1'-0' A A350 5BB1 4 1 /2 x 4 1 /2 x NRP 99 -L -F PER BUILDING STANDARDS 4040 XP x CUSH 8400 10"x2" LDW 188S PER DETAILS 39A BY OWNER Group ecture Engineering Planning Interiors 652 IVES 626 VON DUPRIN 626 689 LCN 630 IVES BLK ZERO AL ZERO AL ZERO RECEIVED CITY O6 T U KWILA JUN 212017 PERMIT CENTER ISSUE FOR PE 06.16.17 REVIEWED FOR ..UuM 1�L�1v1rLFh+lvl. MROVED AlL212017 City of Tukwila bL1ILUII'4L UIV1bll., N SYM A B REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE REVISED HARDWARE ADC THERMOPLASTICS AFP D33205-01 RBB DLR GROUP SC/BM JB 06.08.95 06.16.17 Q,�BOE/NG° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE CHECKED SUBTITLE DOOR AND ROOM FINISH SCHEDULES CURRENT REVISION D33205-01 SYMBOL 3 DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET A350 JOB NO. DCA -994111 COMP NO. DWG NO. 09-101-A350 \TE10Y EL SCALE 1/8'1=1-0" VATIO\ DOOR MOTOR DOOR SPOOL DOOR TRACK SECTIONAL DOOR \OATH (a) A4701A385 CRANE CLEARANCE 7'-0" HEAD CLEARANCE STEEL SHIPS LADDER, GUARDRAIL, & HANDRAILS BOTH SIDES, PAINTED \TR10ELEVATIO\ SO SCALE 1/8"=1-0" MODULAR ALUMINUM RAMP, LANDING, AND RAILS TH reTh A470 A385 L CRANE CLEARANCE ll 7 7 II SHIPS LADDER AND RAILS \TP10ELEVATIO\ SCALE 1/8"=1-0" — EAST I " 1 A470 A385 CRANE CLEARANCE L MOTORIZED SLIDING BI -PARTING DOORS, TYP 1 C 1 SLIDING DOOR OPEN POSITION, TYP \TP10ELEVATIO\ — WEST SCALE 1i8_1 -o �D� A470 A385 RECEIVED CITY OF TUIKWILA JUN 21 2017 PERMIT CENTER D FOR CODE COMPLIANCE APP OVED JUL 1 2011 DLR Group Architecture Engineering Planning Interiors BUILDING DIVISION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP D33205-01 DLR GROUP JB 06.16.17 8086 /4: ROBERT HOFFMAN STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN JB DATE 05.12.17 CHECKED SUBTITLE INTERIOR ELEVATIONS CURRENT REVISION D33205-01 SYMBOL° SIG DATE 06.16.17 APPROVED BY DEPT. DATE ENCINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET A385 JOB NO. D33205-01 COMP NO. DWG NO. 09-101-A385 X B, i\TPiN ELEVATICN SCALE 1/8"=1-0' 0 RolN) A470 A386 \TP1CH ELEVATIO\ S SCALE 1/8"=1-0" UTH X31 A4701386 L \TP1N ELEVATIO\ - EAST 2 SCALE 1/8"=1-0" A470 A386 FE X6 X7� \TP10R ELEVATIO\ - WEST 4 SCALE 1/8"=1-0" A470IA386 ../ DLR Group Architecture Engineering Planning Interiors RECEIVED CITY OF ii U K\WILA JUN 21 2011 PERMIT CENTER ISSUED FOR PERMIT 06.16.17 RECTI u. CODEC APP JUL D FOR MPLIANCE OVED 1 2017 City of Tukwila BUILDING DIVISION SYM REVISION BY APPROVED ORIG ADC THERMOPLASTICS AFP D33205-01 DLR GROUP JB DATE 06.16.17 SYM REVISION BY APPROVED DATE Q,�BOE/NG' {Y - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN JB DATE 05.12.17 APPROVED BY DEPT. DATE CHECKED ENGINEER SUBTITLE INTERIOR ELEVATIONS CURRENT REVISION D33205-01 SYMBOL() SIG DATE 06.16.17 CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET A386 JOB NO. D33205-01 COMP NO. DWG N0. 09-101-A386 D A470 A385 0 A A472 20 3 c in A A470 A220 A470 A385 38'-0" 5 1/2" 11'-6 1/2" 25'-6 1/2" 5 1/2" L_ 3'-0" iruir 5 25'-0" 36'-7" 3'-8" 31-4".1-1' 15> JOEL )=t 6 TABLE, BY BOEING FE LJ CLR 3 7 LASER ROOM 11V21 6 EQUIPMENT, RAISED PLATFORM, STAIRS, & PARTITIONS BY EQUIP MANUF (12W2 7.0 ■ L 1 2 0 0 re) H X1 X3 B A47385 X1 4 TYP A470 A606 T rt Li] n T 1— IE -1—T -T II II' L X5 PLATFORM Sc PARTITIO EQUIP MANUF, EXTEND MEET ENCLOSURE WALL, NOTCHED AROUND COLI BY LASER � 1 D TO A470 A470 LC) C A470 A385 0 UP C A47)0.20 PARTIAL FLOO PLA\ SCALE: 1/8" = 1'-0" (i 1A42,3,56: A470 X11 1'-6„ CLR LEVEL HANDRAIL EXTENSION TOP AND BOTTOM rn LIC V MODULAR ALUMINUM RAMP AND LANDING UP J U co —4 1 /2 5'-0" 2" RAMP SLOPE © 1:12 = 2'-2 3/4" RISE X 26'-9" RUN 5'-7" 2'-6" CLR A A470IA470 AVP PLA\ SCALE: 1/4"=1/-0" 2 A470 A470 ALUMINUM GUARDRAIL & HANDRAIL, BOTH SIDES 1'-1 1/2" '-7 1/2" AvP SECTIO\ SCALE: 1/4"=1/-0" �A1 A470 A470 DLR Group Architecture Engineering Planning Interiors LEGE\D GE\EAL \CTES � RECESSED DOOR TRACK MOTORIZED BI -PARTING SLIDING DOORS EXISTING TRENCH COVER PLATES 4 EXISTING EQUIPMENT SUPPORT COLUMNS EXISTING EMBEDDED STEEL RAILS 6 > RECESSED METROLOGY TARGET 'EFEK\CE DAWI\GS COS\OYES PATCH EPDXY FLOORING AT STEEL BASE PLATE TROWEL FINISH FLOORING TO BUILD UP TO 1" THICK DIMENSION OF PLATE TO CREATE SMOOTH TRANSITION, <1:20 IN ALL DIRECTIONS PROVIDE 2" PREFORMED JOINT SEAL BETWEEN STEEL FRAMING AND VENDOR PARTITIONS 20" H STEEL PIPE CANE RAIL, PAINTED 4 STEEL PIPE BOLLARD, PAINTED, SEE DETAIL D/A607 PROVIDE SIGN TYPE 1, SEE DETAIL A/A350 SET RECESSED TRACK IN EPDXY GROUT, SEE DETAIL 3/A606 NOTCH METAL WALL PANEL AT STEEL BASE PLATE PATCH CONCRETE FLOOR SLAB AND ASSOCIATED SUB -BASE AND VAPOR RETARDER TO MATCH EXISTING ADJACENT WHERE REMOVED FOR ANCHOR PLATE INSTALLATION. LEVEL SURFACE FLUSH TO ADJACENT. PROVIDE EPDXY COATING. ISSUE FOR PERMIT 06.16.2017 RECEIVED CITY OF li UKWi JUN 212011 PERMIT CEN 'REVIEWED FOR CODE COMPLIANCE APPROVED R JUL 2 2017 City of Tukwila BUILDING DIVISION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPALSTICS AFP D33205-1 DLR GROUP JB 06.16.17 M4ffrAWG° 8086 ARCHITECT ROBERT HOFFMAN STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN J. BECKETT CHECKED DATE 05.12.17 SUBTITLE ENLARGED PLANS & DETAILS CURRENT REVISION SYMBOL() SIG DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 09-101 ARCHITECTURAL MASTER DEV. CENTER, WA SHEET A470 JOB NO. D33205-1 COMP NO. DWG NO. 09-101-A470 AR flh 1 A0(1t) c r c x1 ((2 XAJ A470 A220 SECTIONAL DOOR MOTOR SECTIO AL DOOR RACK PAINT ENTIRE PLATFORM SURFACE. PROVIDE TEXTURED GRIT PAINT WITHIN GUARDRAIL AREA, TYP 5 1/2" 11'-8 1/2" 3'-10" CLR Cr.O XS PIPE GUARDRAIL, PAINTED, SEGMENTS INTERUPTED BY DOOR MOTORS, COORDINATE FINAL LENGTH AND POSITION WITH DOOR MANUF A A472 A220 DUCTWORK HVAC EQUIP HVAC EQUIP X6 PIPE GUARDRAIL, PAINTED, SEGMENTS INTERUPTED BY DOOR MOTORS, COORDINATE FINAL LENGTH AND POSITION WITH DOOR MANUF DUCTWORK ELBOW 12'-2" \ / DOOR TRACK 21 J DOOR MOTOR, TYP OF 4, 2'-4"L, PROVIDE 4" MAX GAP BTWN GUARDRAIL, MOTOR, & DISCONN T, COORDIN WITH DOOR ANUF 1 PIPE GUARDRAIL, PAINTED, SEGMENTS INTERUPTED BY DOOR MOTORS, COORDINATE FINAL LENGTH AND POSITION WITH DOOR MANUF 1'–O"L X 2'-0"H UNISTRUT FRAME FOR ELEC DISCONNECT, TYP AT EACH MOTOR i 1 22'-0" PLATFORM PIPE GUARDRAIL,, PAINTED, TYP HVAC EQUIP & CURB DUCTWORK L�—II – I PT1V21 DUCTWORK ABOVE INV T (71-1YP A471 A607 FIXED LOUVER rsmamazzomeas DUCTWORK ABOVE --'91I 23'-8 1/2" DN J R co 4'-0" DN n 10'-3 1/2" 7'–g" FIXED LOUVER PARTIAL PLATFO� 8'-0" 1 /5'-0" PLA\ A470 A220 PLATFORM EDGE DOOR PANEL OPEN POSITION MOTORIZED BI–PARTING SLIDING DOORS 22 DOOR PANEL OPEN POSITION DOOR PANEL OPEN POSITION A471 A471 J L 1 SCALE: 1/8" = 1'-0" PTA42,3,5 6I A471 23 11'-8 1/2" 4'-0" 9'-10" „ 16 EQ TREADS 3'-8" 7 3/4" 22 EQ TREADS L - - A A471 A471 STEEL PIKE GUARDRAIL}, PAINTE SELF–CLOSING SAFETY GATE 5'–g„ 7'-7 7/8" 4'-0" r7 4'-6" 0 c N J U cV 5'-8" OW - 8' -8" SELF–CLOSING SAFETY GATE j� STEEL GRATE LANDING 1 � WITH STEEL PIPE GUARDRAIL SHIPS LADIES PLA\ SCALE: 1/4"=1/-0" 46, PLATFORM FF 30'-2 1/4" AFF CO SEAL AROUND FULL PERIMETER OF STRUCT PENETRATIONS THRU WALL PANELS, TYP ab LANDING FF 17'-1" AFF FIRST FLOOR 0'-0" S -IPS LAD SCALE: 1/4"=1/-0" 1 w W N N td - I I 1 - II SEAL AROUND FULL PERIMETER OF STRUCT PENETRATIONS THRU WALL PANELS, TYP E� SECTIO\ F A4771 A607 L \, STEEL SHIPS LADDER XVW/ HANDRAILS ON BOTH sSIDES,DIMENSIONS TREADPER & RISER lk IBC 1011.15.2, PAINTED Ilk 111 vik „vit� vi\clikik\ c6 11). /ilk 2c° Ini v44M A471 A607 f -- W STEEL PIPE CANE RAIL, PAINTED AS NEEDED DLR Group Architecture Engineering Planning Interiors • A471 A471 ISSUE FOR PERMIT 06.16.2017 RECEIVED CITY OF TUKW JUN 21 2017 PERMIT CENT REVIEWED FOR CODE COMPLIANCE APPROVED R JUL 21 2017 City of Tukwila BUILDING DIVISION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPALSTICS AFP D33205-1 DLR GROUP JB 06.16.17 .® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN J. BECKETT DATE 05.12.17 CHECKED SUBTITLE ENLARGED PLANS & DETAILS CURRENT REVISION SYMBOL() SIG DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET A471 JOB NO. D33205-1 COMP NO. DWG NO. 09-101—A471 AR nil n')n0 n R /R /')l117 1.11 •A1 X2 XA B A470 37'-11" A220 XB rT-4 / 0 )-( TYP. SLIDING DOOR 19'-6" n C) '1 CD / \ / \ / \ / \ / 11 { / A EXHAUST DUCT SUPPLY DUCT LIGHT FIXTURE, TYP LASER ROOM 11V21 C) e N \ u \ / / \ / \ / \ / \ / / / A472 A220 X7 / / 0 I 0 N) s. I c) 0 / 0 RETURN GRILLE / r) 0 0 c A470 A220 PARTIAL DEFLECTED CEL\C PLA\ 1 SCALE: 1/8" = 1'-0" 1 A312,313,315,316 I A472 22 DLR Group Architecture Engineering Planning Interiors ISSUE FOR PERMIT 06.16.2017 RECEIVED CITY OF TU JUN 21 REVIEWED FOR (AIDDE COMPLIANCE APPROVED PERMIT C "; NTERL 21 2017 City of Tukwila BUILDING DIVISION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPALSTICS AFP D33205-1 DLR GROUP JB 06.16.17 8086 ARCHITECT ROBERT HOFFMAN STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN J. BECKETT CHECKED DATE 05.12.17 SUBTITLE ENLARGED PLANS & DETAILS CURRENT REVISION SYMBOL() sic DATE 06.16.17 ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET A472 JOB NO. D33205-1 COMP NO. DWG NO. 09-101—A472 AlflO R /') /91117 1•RA•R7 IDU a HV :00HEAD DETAIL HSS HEADER FASTENER OUTSIDE CAP TRIM SHIM & SEALANT BOTH SIDES SINGLE RABBET HM FRAME HM DOOR W/ PERIMETER SEALS CONCEALED FASTENERS & CLIP BASE TRIM SET IN SEALANT CL A OVH D 300 SCALE: 3"=1'-0" SCALE: 3"=1'-0 OUTSIDE CAP TRIM FASTENER A220IA606 SHIM & SEALANT BOTH SIDES SINGLE RABBET HM FRAME HM DOOR W/ PERIMETER SEALS HSS POST HV 30DJA v Z\ 3 ETAIL SCALE: 3"=1'-0" RAISED PLATFORM BY OTHERS ---� HSS FRAME 1 1 rtH A220 A606 0 0 HEAD DETAIL L6X4 X 10" ® 8'-0" OC CONTINUOUS L4X2 1/2 BACKER ROD & SEALANT A220 A606 INSIDE CORNER TRIM SET IN CONTINUOUS SEALANT OVHD D00JAV3 DETAIL SCALE: 3"=1'-0" HM DOOR W/ DOOR INSULATED BOTTOM SEAL SECTIONAL DOOR 9"W ALUM THRESHOLD SET IN SEALANT MODULAR ALUMINUM LANDING HV ]OCH SILL DETAIL L2X3 LLV, BOTH SIDES, WIDTH OF OPENING CONCEALED FASTENERS & CLIP SCALE: 3"=1'-0" I � 1 A220IA606 HM DOOR W/ DOOR BOTTOM SEAL ALUM THRESHOLD SET IN SEALANT HN DOCSILL DETAIL c SCALE: 3"=1'-0' A220IA606 CONTINUOUS NEOPRENE BULB GASKET - NO PVC, BY DOOR MANUF 0 HSS POST / � 1 A220 A606 GVHD D0CH 30TTOb DETAIL SCALE: 3"=1'-0" rE� A220 A606 CONTINUOUS SEALANT BTWN EDGE ANGLE & PLYWOOD FIRE SAFING INFILL CL 10" NETAL PA\EL EDGE ETAIL L8X6 LLH CONTINUOUS EDGE ANGLE BACKER ROD & SEALANT CONCEALED FASTENERS & CLIP L3X3 1/2 LLV F SCALE 1 1/2" = 1'-0" L—� VETAL PA\EL SCALE 1 1/2" = 1'-0" OUTSIDE CORNER TRIM v NID-SPA CL CONCEALED FASTENERS & CLIP L6X3 LLH WF MID -SPAN GIRT A220 A606 L6X6 CONTINUOUS EDGE ANGLE FIRE SAFING INFILL T.O. STEEL 30'-0" AFF BACKER ROD & SEALANT L3X2 LLV INSULATED MWP CL 5 1/2" N,X vETAL PA\EL EDGE SCALE 1 1/2' = 1'-0" CONCEALED FASTENERS & CLIP L3X3 T.O. STEEL 17'-0" AFF HSS MID -SPAN GIRT STEEL HSS FRAMING DETAIL CONTINUOUS SEALANT BTWN EDGE ANGLE & PLYWOOD 3/4" FRT PLYWOOD, PAINTED, OVER 1 1/2" METAL DECK I " 1 A220IA606 STEEL BASE ANGLE, PAINTED BUILD-UP TROWELED EPDXY FLOORING TO MEET FLUSH WITH ADJACENT STEEL BASE PLATE, MAX SLOPE 1:20 -8" STEEL BASE PLATE, PAINTED SLOPE DOWN TO MEET BASE OF DOOR TRACK x x COMPRESSIBLE FILLER AT EXISTING EDGE OF MACHINE FOUNDATION DETAIL (GNETAL PA\EL VID-SPA\ DETAIL n TKWLED FLOOI\G DETAIL A220 A606 SCALE 1 1/2" = 1'-0" A220IA606 SCALE: 1 1/2" = 1'-0" A470 A606 ETAL PA\EL C0\H DETAIL INSIDE CORNER TRIM SET IN CONTINUOUS SEALANT SCALE 3"=1'-0" A220 A606 INSULATED MWP CONTINUOUS L3X3 BASE ANGLE CONCEALED FASTENERS & CLIP BASE TRIM SET IN SEALANT EXISTING MACHINE FOUNDATION x 3 1/2" NETAL PA\EL SASE DETAIL SCALE 1 1/2' = 1'-0" A220 A606 RECEIVED CITY OF TUKWILA JUN 21 2011 PERMIT CENTER DLR Group Architecture Engineering Planning Interiors REVIEWED FOR CODE COMPLIANC APPROVED ISSUE FOR PEREWT21201 06.16.2017 City of Tukwil BUILDING DIVI " OI\6 SYM REVISION ORIG ADC THERMOPALSTICS AFP D33205-1 BY DLR GROUP APPROVED JB DATE 06.16.17 SYM REVISION BY APPROVED DATE 8086 ARCHITECT ROBERT HOFFMAN STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN J. BECKETT DATE 06.16.17 CHECKED SUBTITLE MISCELLANEOUS DETAILS CURRENT REVISION SYMBOL° SIG DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET A606 JOB NO. D33205-1 COMP NO. DWG NO. 09-101—A606 AR nil A')nn uwilmr• a /R /9f117 R.97•10 SLIDING DOOR TRACK BY DOOR MANUF TWO LAYERS OF REINFORCED EPDM FABRIC BY DOOR MANUF CONTINUOUS SEALANT BTWN TRACK & PLYWOOD V///Ji/ //I SLIDI\D00R -RAC< DETAIL SCALE: 1 1/2" = 1'-0" HSS COLUMN FULL -HEIGHT STEEL ANGLE 1'-0 1/2" 5„ 4 1/2" SLDI\G D3O� JA v 3 DETAIL SLIDING DOOR PANEL CONTINUOUS EPDM FABRIC GASKET, FULL PERIMETER OF OPENING BENT PLATE WF BEAM rA� A220 A607 OPEN POSITION INTERLOCKING FLAPS OF REINFORCED EPDM FABRIC BY DOOR MANUF SLIDING DOOR PANEL SCALE 1 1/2" = 1'-0" 1'-0 1/2" 5" 4 1/2" SLID 3 1/2' a 6 1/2" 5" SLIM \G D CONTINUOUS INTERLOCKING COMPRESSIBLE EPDM SEALS, BY DOOR MANUF SLIDING DOOR PANEL 0� VEETI\G STILE DETAIL A350 A607 SCALE 1 1/2" = 1'-0" SLIDING DOOR PANEL TWO LAYERS OF REINFORCED EPDM FABRIC BY DOOR MANUF RECESSED TRACK SET IN EPDXY GROUT \G D003ASE DETAIL SCALE 1 1/2" = 1'-0" A350IA607 (Bm SLIM\ a G 900EDGE DETAIL A220 A607 SCALE: 1 1/2" = 1'-0" SLIDING DOOR END PANEL SEALS INTERLOCKING FLAPS © JAMB EPDM FABRIC SEAL AT END OF PANEL SCRIBED TO RECESSED TRACK 3 00 8" 0 1" THICK BASE PLATE ANCHOR BOLTS, TYP OF 4 CONCRETE SLAB 4 .4 4 1! • d 4 O. LLAD DETAIL 4 • DOME CONCRETE AT TOP OF PIPE 41'0 SCH 40 PIPE FILLED WITH CONCRETE. PAINT WITH ONE COAT OF PRESERVATIVE PAINT PRIMER SERIES 28-54 AND ONE FINISH COAT OF PRESERVATIVE PAINT SERIES 10 (SAFETY YELLOW) ANCHOR BOLTS STEEL BASE PLATE, PAINT TO MATCH BOLLARD 4 d 4 4 D A220 A607 SCALE: 3" = 1'-0" R u7 SHIPS LADDER TOP DETAIL SCALE: 1 1/2" = 1'-0" SHIPS LA3D SCALE: 1 1/2" = 1'-0" E� PLATFON DETAILM A220 A607 SHIES LAD:H 3ASE DETAIL SCALE: 1 1/2" = 1'-0" A471./..,6k607 G A220 A607 GIRT / / / / / / ....11::// / // // // // // // 2X2X2" X %6" CLIP ANGLES LCUVE HEAD SETA L MOISTURE BARRIER METAL PANEL SIDING - METAL PANEL SIDING SILL FLASHING SEALANT LOUVER FRAME SHIM INSECT SCREEN SCALE: 3" = 1'-0" ti GIRT BELOW 10" METAL STUD AT JAMBS — FASTEN TO GIRT TOP AND BOTTOM 2X2X2" X 316" CLIP ANGLES ti LcuvE'VNErAL Pa\EL SCALE: 3" = 1'-0" 2X2X2" X 3%6" CLIP ANGLES GIRT /i/ /i /////aa////// //////m// LOUVER SILL DETAIL A220 A607 GIRT BELOW MOISTURE BARRIER METAL PANEL SIDING METAL PANEL EDGE TRIM — SEALANT LOUVER FRAME, FILL FRAME WITH BATT INSULATION, TYP SHIM INSECT SCREEN JAV 3 DETAIL OUTLINE OF GIRT BELOW 4 ti A471 A607 INSECT SCREEN -LOUVER FRAME SHIM �-- SEALANT 24 GA PREPAINTED FLASHING METAL PANEL TOP EDGE TRIM METAL PANEL SIDING MOISTURE BARRIER SCALE: 3" = 1'-0" DLR Group Architecture Engineering Planning Interiors A220LA607 RECEIVED CITY OF 'TUKWILA KWILA JUN 212017 PERMIT CENTER ISSUE FORPERIV 06.16.2017 REVIEWED FOR CODE COMPLIANCE ITJUL 21 2017 City of Tukwil BUILDING DIVI (ON SYM REVISION ORIG ADC THERMOPALSTICS AFP D33205-1 BY DLR GROUP APPROVED JB DATE 06.16.17 SYM REVISION BY APPROVED DATE 8086 1.4 ARCHITECT ROBERT HOFFMAN STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN J. BECKETT CHECKED DATE 06.16.17 SUBTITLE MISCELLANEOUS DETAILS CURRENT REVISION SYMBOL() SIG DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET A607 JOB NO. D33205-1 COMP NO. DWG NO. 09-101—A607 AR nil A7nn STRUC TUR AL NOTES SYM CODE: INTERNATIONAL BUILDING CODE, 2015 EDITION WITH WASHINGTON STATE AMENDMENTS. SCOPE OF WORK: SCOPE OF WORK INCLUDES A FREESTANDING STRUCTURE WITHI THE 9-101 BUILDING INTENDED TO HOUSE SPECIALTY MANUFACTURING EQUIPMENT AND THE ASSOCIATED CONTROLS EQUIPMENT. EXISTING CONDITIONS: 1. CONTRACTOR IS TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING. ALL WORK AND MATERIALS NECESSARY TO INSTALL NEW WORK IN EXISTING BUILDING SHALL BE INCLUDED. 2. NOTIFY ARCHITECT/ENGINEER IMMEDIATELY IF EXISTING CONDITIONS DO NOT MATCH, OR SEEM IN CONFLICT WITH, INFORMATION SHOWN ON DRAWINGS. GENERAL NOTES: 1. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE, NOT THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, BRACING, SHORING FOR CONSTRUCTION LOADS AND EQUIPMENT, ETC. THE ARCHITECT -ENGINEER IS NOT RESPONSIBLE FOR THE CONTRACTOR'S MEANS AND METHODS, SEQUENCES OF CONSTRUCTION, OR THE SAFETY PROGRAM. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT -ENGINEER WILL NOT INVOLVE REVIEW OF THESE ITEMS. 2. CONTRACTOR IS TO ESTABLISH AND VERIFY OPENINGS AND INSERTS FOR ITEMS TO BE INSTALLED BY OTHER TRADES PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND CONSTRUCTION. 3. CONSTRUCTION MATERIAL AND EQUIPMENT PLACED ON FRAMED CONSTRUCTIONS SHALL BE SUCH THAT THE LOAD DOES NOT EXCEED THE DESIGN LIVE LOAD OF THE CONSTRUCTION. PROVIDE SHORING OF CONSTRUCTIONS WHERE NECESSARY FOR LOADS. 4. DETAILS THAT ARE NOTED AS "TYP." ON DETAIL TITLES ARE TO BE APPLIED TO THE PROJECT CONSTRUCTION AS GENERAL CONSTRUCTION METHODS UNLESS NOTED OTHERWISE. THESE DETAILS ARE NOT CUT AT ALL LOCATIONS THEY OCCUR AND MAY NOT BE CUT AT ALL. EXISTING CONDITIONS: 1. CONTRACTOR IS TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING. ALL WORK AND MATERIALS NECESSARY TO INSTALL NEW WORK IN EXISTING BUILDING SHALL BE INCLUDED. 2. DISCREPANCIES: CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER IMMEDIATELY IF EXISTING CONDITIONS DO NOT MATCH, OR SEEM IN CONFLICT WITH, INFORMATION SHOWN ON DRAWINGS. 3. EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION TO OWNER'S OPERATION AND TO PROVIDE PATRON, FACILITY STAFF AND WORKERS SAFETY. 4. EXCESSIVE NOISE AND VIBRATION SHALL BE PRE -APPROVED AND COORDINATED WITH THE OWNER'S REPRESENTATIVE. 5. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS AND EQUIPMENT TO REMAIN FROM DAMAGE DUE TO DEMOLITION OR CONSTRUCTION OPERATIONS PERFORMED UNDER THIS CONTRACT. 6. THE SEQUENCE OF CONSTRUCTION SHALL BE THE RESPONSIBILITY THE CONTRACTOR AND HE SHALL BE RESPONSIBLE FOR PROVIDING ALL TEMPORARY GUYS, BRACING, AND OTHER SUPPORTS AS NEEDED TO SAFELY RESIST ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING LOADS ERECTION EQUIPMENT AND ERECTION OPERATIONS, AND WIND OR SEISMIC FORCES COMPARABLE IN INTENSITY FOR WHICH THE STRUCTURE AS DESIGNED. 7. ALL ERECTION AND CONSTRUCTION PROCEDURES SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES AND ORDINANCES, 8. ALL FRAMING CONNECTION TO EXISTING STRUCTURE SHALL BE FIELD VERIFIED PRIOR TO SHOP DRAWING PRODUCTION AND FABRICATION. DESIGN DEAD LOADS: MEZZANINE: 16 PSF + PRIMARY FRAMING SELF -WEIGHT DESIGN LIVE LOADS: MEZZANINE: 40 PSF SEISMIC LOAD: SEISMIC DESIGN IS IN ACCORD WITH IBC. RISK CATEGORY PER TABLE 1604.5 IS CATEGORY II OCCUPANCY S1 = 0.58 SS = 1.52 I = 1.00 SITE CLASS = D NORTH -SOUTH DIRECTION: Oo = 2.0 R = 3.25 STEEL ORDINARY CONCENTRICALLY BRACED FRAMES EAST -WEST DIRECTION: Oo = 3.0 R = 3.50 STEEL ORDINARY MOMENT FRAMES LATERAL LOAD RESISTANCE SYSTEM: 1. LATERAL LOAD SYSTEM CONSISTS OF FLOOR/ROOF DIAPHRAGMS TRANSFERRING LATERAL LOADS TO STRUCTURAL STEEL X -BRACING AND MOMENT RESISTING STEEL FRAMES. 2. STEEL FRAME IS A "NON -SELF-SUPPORTING" STEEL FRAME REQUIRING INTERACTION OF THE STEEL FRAMING, FLOOR/ROOF DIAPHRAGMS AND SHEAR WALLS/X-BRACING. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS NECESSARY TO PROVIDE SUPPORT OF FRAMING UNTIL ALL ATTACHMENTS ARE COMPLETE, INCLUDING STRUCTURAL STEEL, STRUCTURAL STEEL TO DIAPHRAGM/SHEAR WALLS, AND DIAPHRAGM TO SHEAR WALLS/BRACED FRAMES. GEOTECHNICAL INVESTIGATION: 1. PILE CAPACITY = 40 TONS (FROM EXISTING DRAWINGS DATED 10/25/85) CONCRETE CONSTRUCTION: 1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 301 AND ACI 318. 2. CONCRETE SHALL BE MECHANICALLY CONSOLIDATED IN ACCORD WITH ACI 309. REVISION BY APPROVED DATE SYM CONCRETE REINFORCEMENT: 1. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. ASTM A706, GRADE 60. 2. CONCRETE COVER REQUIREMENTS FOR CAST -IN-PLACE, NOTED ON DETAILS: REINFORCING STEEL TO BE WELDED SHALL BE NON -PRESTRESSED CONCRETE UNLESS OTHERWISE a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" b. PRIMARY REINFORCEMENT: 2" TIES, STIRRUPS, SPIRALS: 1-1/2" 3. REINFORCING BAR SPLICES SHALL BE IN ACCORD WITH THE REQUIREMENTS OF ACI 318-02 AND THE REINFORCING SPLICE LENGTH TABLE SHOWN ON THE DRAWINGS. CAST -IN PLACE CONCRETE: LOCATION 28 DAY F'c AIR MAX WIC RATIO , MAX SLUMP ALL 4500 PSI - .45 4" 2. CONCRETE CONTAINING SUPERPLASTICIZING ADMIXTURE SHALL HAVE A SLUMP NOT EXCEEDING 3" PRIOR TO ADDING ADMIXTURE AND NOT EXCEEDING 8" AT PLACEMENT. 3. THE ADDITION OF WATER TO A CONCRETE BATCH WITH INSUFFICIENT SLUMP SHALL NOT BE PERMITTED. STRUCTURAL STEEL: 1. FABRICATOR SHALL BE AN "APPROVED FABRICATOR" IN ACCORD WITH IBC SECTION 1704.2, REGISTERED AND APPROVED BY THE LOCAL BUILDING DEPARTMENT. IN LIEU OF THE PREVIOUS, FABRICATOR SHALL INCLUDE IN THEIR BID THE SERVICES OF A SPECIAL INSPECTOR TO PROVIDE INSPECTION/TESTING SERVICES FOR IN -SHOP WORK TO MEET THE REQUIREMENTS OF IBC SECTION 1704. 2. STRUCTURAL STEEL SHALL MEET ASTM A36 UNLESS NOTED OTHERWISE. STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL MEET ASTM A992 (GRADE 50). 3. STEEL TUBE SHALL MEET ASTM A500, GRADE B. 4. STEEL PIPE SHALL MEET ASTM A53, TYPE E OR S. 5. BOLTS AT STEEL TO STEEL CONNECTIONS SHALL BE 3/4 -INCH DIAMETER, ASTM A325 -N, AND TIGHTENED TO THE SNUG TIGHT CONDITION AS DEFINED BY AISC UNLESS OTHERWISE NOTED. 6. ANCHOR BOLTS IN CONCRETE OR MASONRY SHALL BE 3/4 -INCH DIAMETER ASTM F1554 GRADE 55, WELDABLE, UNLESS NOTED OTHERWISE. 7. FIELD BOLTING INSTALLATION SHALL BE INSPECTED IN ACCORD WITH IBC AND THE AISC MANUAL, NINTH EDITION. 8. ALL WELDING SHALL CONFORM TO THE PROVISIONS OF THE AMERICAN WELDING SOCIETY CODE AWS D1.1. ELECTRODES SHALL MATCH BASE METALS AS SPECIFIED IN IBC. ALL WELDING OF ASTM A706 REINFORCING STEEL TO STRUCTURAL STEEL SHALL BE IN ACCORD WITH AWS D1.4 USING E80 SERIES LOW HYDROGEN RODS. 9. THE TESTING LABORATORY SHALL VISUALLY INSPECT ALL FIELD WELDING. ALL COMPLETE PENETRATION WELDS SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT TESTING LABORATORY. 10. ALL BOLTS (HIGH STRENGTH, ANCHOR BOLTS, EXPANSION BOLTS, ADHESIVE ANCHORS, ETC.) SHALL BE INSTALLED WITH STEEL WASHERS. 11. ALL WELDS SHOWN ON THE DRAWINGS SHALL BE SHOP WELDS UNLESS NOTED OTHERWISE. CONTRACTOR MAY SUBSTITUTE FIELD WELDS FOR SHOP WELDS AT HIS DISCRETION. SHOP DRAWINGS SHALL CLEARLY NOTE SHOP AND FIELD WELDS. METAL DECK: 1. METAL DECK SHALL BE 1-1/2" X GAUGE SHOWN ON DRAWINGS (18 GA. MIN.), VERCO TYPE HSB OR EQUAL, WITH INTERLOCKING SIDELAPS FORMED WITH STANDING SEAM, GALVANIZED. 2. FASTEN DECK TO ALL STEEL MEMBERS WITH 1/2" EFFECTIVE DIAMETER PUDDLE WELDS AT 12 INCHES O.C. FASTEN SIDELAPS WITH 1-1/2" LONG FILLET WELDS AT 3'-0" O.C. MAXIMUM OR NO. 10 SCREWS AT 2'-0" O.C. MAXIMUM. 3. METAL DECK ATTACHMENTS SHALL BE INSPECTED BY TESTING LABORATORY. POST -INSTALLED ANCHORS: 1. ALL POST INSTALLED ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND ICC EVALUATION REPORTS CORRRESPONDING TO THAT ANCHOR. 2. CONCRETE: EXPANSION ANCHORS:SIMPSON STRONG -BOLT WEDGE ANCHORS (ICC ESR -1771) HILTI KWIK BOLT TZ CONCRETE ANCHORS (ICC ESR -1917) ADHESIVE ANCHORS: SIMPSON STRONG -TIE SET -XP ADHESIVE ANCHORS (ICC ESR -2508) HILTI HIT-HY 200 ADHESIVE ANCHORS (ICC ESR -3197; SAFESET SCREW ANCHORS: SIMPSON STRONG -TIE TITEN HD ANCHORS (ICC ESR -2713) HILTI KWIK HUS -EZ ANCHORS (ICC ESR -3027) 3. POST -INSTALLED ANCHORS ARE NOT TO BE INSTALLED UNTIL CONCRETE OR GROUT HAS REACHED ITS DESIGN STRENGTH. REVISION BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP D33205-01 MWZ JPT 06.16.17 SPECIAL STRUCTURAL INSPECTIONS: 1. IN ACCORD WITH IBC SECTION 1704, AS NOTED BELOW. TESTING AND INSPECTION SHALL BE BY AN INDEPENDENT TESTING/INSPECTION FIRM UNDER THE SUPERVISION OF A LICENSED ENGINEER EMPLOYED BY THAT FIRM. THIS ENGINEER SHALL BE DEEMED THE DESIGNATED ENGINEER OF RECORD FOR SPECIAL INSPECTIONS PERFORMED BY HIS FIRM OR HIS CONSULTANTS. INSPECTORS SHALL BE ICBO CERTIFIED AND APPROVED BY THE BUILDING OFFICIAL. 2. THE DESIGNATED ENGINEER OF RECORD FOR SPECIAL INSPECTIONS SHALL BE RESPONSIBLE FOR DEFINING THE ACTIVITIES OF THE INSPECTORS, FOR CERTIFYING THE QUALIFICATIONS OF THE INSPECTORS WITH THE BUILDING OFFICIAL, AND TO ATTEND THE PRECONSTRUCTION MEETING TO DEFINE THEIR SCOPE OF SERVICES AND THE TESTING OR TEST PROCEDURES THAT ARE REQUIRED AS OUTLINED IN THE INTERNATIONAL BUILDING CODE. 3. SPECIAL INSPECTION IS TO BE PROVIDED IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE LOCAL DEPARTMENT OF BUILDING SAFETY AND SHALL NOT BE CONSTRUED TO RELIEVE THE OWNER OR HIS AUTHORIZED AGENT FROM REQUESTING THE PERIODIC AND CALLED INSPECTIONS REQUIRED BY SECTION 110 OF THE INTERNATIONAL BUILDING CODE. 4. CONCRETE: PER SECTION 1705.3 WITH EXCEPTIONS 2.3, 3, AND 5. THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION: ALL CONCRETE EXCEPT FOOTINGS AND SLAB -ON -GRADE. 5. ANCHOR BOLTS INSTALLED IN CONCRETE: PER TABLE 1705.3. 6. REINFORCING PER TABLE 1705.3 WITH EXCEPTION FOR CONCRETE NOT REQUIRING SPECIAL INSPECTION. 7. WELDING: PER SECTION 1705.2.1 WITH EXCEPTIONS. PROVIDE INSPECTION OF ALL SHOP WELDING AT CONTRACTOR'S EXPENSE IF WELDING IS NOT DONE IN AN APPROVED FABRICATOR'S SHOP. 8. HIGH STRENGTH BOLTING: PER AISC 360-10. 9. EXPANSION BOLT, SCREW ANCHOR AND ADHESIVE ANCHOR INSTALLATION TO VERIFY INSTALLATION IN ACCORD WITH ICBO REPORTS NOTED PREVIOUSLY OR APPROVED EQUAL. 10. THE INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. 11. THE INSPECTOR SHALL FURNISH DAILY INSPECTION REPORTS ON THE WORK TO THE BUILDING OFFICIAL AND TO THE ENGINEER. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, AND, IF UNCORRECTED, TO THE ENGINEER AND THE BUILDING OFFICIAL. 12. THE TESTING/INSPECTION FIRM'S ENGINEER SHALL COMPLETE, SIGN AND SEAL A FINAL REPORT CERTIFYING THAT TO THE BEST OF HIS KNOWLEDGE, THE WORK IS IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. QUALITY ASSURANCE PLAN FOR SEISMIC RESISTANCE: 1. IN ACCORD WITH IBC SECTION 1704.3, AS NOTED BELOW. A QUALITY ASSURANCE PLAN WILL BE REQUIRED FOR EACH ITEM NOTED BELOW AS PART OF THE DESIGNATED SEISMIC FORCE RESISTING SYSTEM. THE PLAN SHALL BE PREPARED BY THE DESIGNATED ENGINEER OF RECORD RESPONSIBLE FOR THE SPECIAL STRUCTURAL INSPECTIONS AND SHALL BE SUBMITTED TO THE ARCHITECT, ENGINEER, CONTRACTOR, BUILDING OFFICIAL, AND OWNER. 2. THE DESIGNATED SEISMIC SYSTEMS TO BE INCLUDED IN THE QUALITY ASSURANCE PLAN SHALL INCLUDE THE FOLLOWING: a. MOMENT RESISTING FRAMES AND THEIR FOUNDATIONS. b. CONCENTRICALLY BRACED FRAMES AND THEIR FOUNDATIONS. c. DIAPHRAGMS AND THEIR CONNECTIONS d. DRAG STRUTS, CHORDS AND COLLECTORS, INCLUDING THEIR CONNECTIONS. 3. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE ENGINEER OF RECORD AS REQUIRED BY THE INTERNATIONAL BUILDING CODE. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED AT LEAST ONCE FOR EACH OF THE SEISMIC FORCE RESISTING SYSTEMS NOTED ABOVE. A LETTER SHALL BE SUBMITTED TO THE BUILDING OFFICIAL STATING THAT THE SITE VISITS HAVE BEEN MADE AND ANY DEFICIENCIES HAVE BEEN NOTED. STRUCTURAL TESTING FOR SEISMIC RESISTANCE: 1. IN ACCORD WITH IBC SECTION 1705.12, PROVIDE TESTING AND VERIFICATION OF MATERIALS AS DESCRIBED BELOW. 2. REINFORCING STEEL: PROVIDE CERTIFIED MILL TEST REPORTS FOR ALL ASTM A706 REINFORCING STEEL TO BE USED IN CONCRETE SHEAR WALL BOUNDARY ZONES. 3. STRUCTURAL STEEL: THE TESTING CONTAINED IN THE QUALITY ASSURANCE PLAN SHALL BE AS REQUIRED PER AISC 341 AND THE ADDITIONAL REQUIREMENTS OF IBC SECTION 1705.12.3. 4. CONCRETE: PROVIDE MATERIAL CERTIFICATIONS FOR ALL MATERIAL USED IN CONSTRUCTION OF CONCRETE ASSEMBLIES AND VERIFICATION OF f'c PRIOR TO CONSTRUCTION IN CONFORMANCE WITH ACI 318, SECTION 5.6. Q BOE/A/G tr� OW111/2017 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN MWZ FOUNDATION NOTES 1. ARCHITECTURAL FINISHED FLOOR ELEVATION 0'-0" EQUALS EXISTING FINISHED FLOOR ELEVATION OF THE MACHINE FOUNDATION (SITE SURVEY ELEVATION 15'-0"). FRAMING NOTES 1. TOP OF STEEL ELEVATION = 30'-0" U.N.O. TOP OF STEEL = TOP OF STEEL BEAM, U.N.O. 2. Oami INDICATES A MOMENT RESISTING BEAM/COLUMN CONNECTION. 3. PROVIDE 5 X 3 X 3/8 ANGLE FRAMING AT ALL OPENINGS 12" OR LARGER IN FLOOR UNLESS OTHERWISE NOTED. ANGLES PERPENDICULAR TO BEAMS SHALL SPAN FROM BEAM TO BEAM. SEE "1YP FLOOR OPENING" DETAIL ON THE DRAWINGS. 4. FRAMING FOR THE MECHANICAL UNITS IS FOR THE UNITS AS SPECIFIED. COORDINATE AND VERIFY THE EXACT FRAMING AND DIMENSIONS REQUIRED. 5. CAMBER BEAMS NOTED THUS (+1). THIS EXAMPLE INDICATES A POSITIVE (UPWARD) CAMBER OF 1 INCH. ABBREVIATIONS: ABBREVIATIONS NOTED IN THE STRUCTURAL DRAWINGS ARE AS FOLLOWS: 1. UNO UNLESS NOTED OTHERWISE 2. CP (OR CJP) COMPLETE JOINT PENETRATION WELD 3. PP (OR PJP) PARTIAL JOINT PENETRATION WELD 4. TOS TOP OF STEEL 5. BOS BOTTOM OF STEEL 6. PLF POUNDS PER LINEAL FOOT 7. ABC AGGREGATE BASE COURSE 8. AB ANCHOR BOLT DATE 06.06.17 CHECKED SUBTITLE 11 ISSUE FOR PERMIT 06.16.17 GENERAL STRUCTURAL NOTES REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2017 City of Tukwila BUILDING DIVISION CITY OF T LII(WILA JUN 212017 PERMIT CENTER DLR Group Architecture Engineering Planning Interiors CURRENT REVISION SYMBOL D33205-01 ( H 1G DATE 06.1.6.17 ENGINEER CHECKED APPROVED APPROVED TITLE STRUCTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET S2GG JOB NO. D33205-01 COMP NO. DWG NO. 09-101-S2G G-1 11:00:57 AM SEA_COLLABORATION: 4/5/2017 POSITIVE M NEGATIVE M I min (IN4/FT) .306 .306 S min (IN3/FT) .314 .331 2. FASTEN DECK TO ALL STEEL MEMBERS WITH 1/2" EFFECTIVE DIAMETER PUDDLE WELDS AT 12 INCHES O.C. FASTEN SIDELAPS WITH 1-1/2" LONG FILLET WELDS AT 3'-0" O.C. MAXIMUM OR NO. 10 SCREWS AT 2'-0" O.C. MAXIMUM. 3. METAL DECK ATTACHMENTS SHALL BE INSPECTED BY TESTING LABORATORY. POST -INSTALLED ANCHORS: 1. ALL POST INSTALLED ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND ICC EVALUATION REPORTS CORRRESPONDING TO THAT ANCHOR. 2. CONCRETE: EXPANSION ANCHORS:SIMPSON STRONG -BOLT WEDGE ANCHORS (ICC ESR -1771) HILTI KWIK BOLT TZ CONCRETE ANCHORS (ICC ESR -1917) ADHESIVE ANCHORS: SIMPSON STRONG -TIE SET -XP ADHESIVE ANCHORS (ICC ESR -2508) HILTI HIT-HY 200 ADHESIVE ANCHORS (ICC ESR -3197; SAFESET SCREW ANCHORS: SIMPSON STRONG -TIE TITEN HD ANCHORS (ICC ESR -2713) HILTI KWIK HUS -EZ ANCHORS (ICC ESR -3027) 3. POST -INSTALLED ANCHORS ARE NOT TO BE INSTALLED UNTIL CONCRETE OR GROUT HAS REACHED ITS DESIGN STRENGTH. REVISION BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP D33205-01 MWZ JPT 06.16.17 SPECIAL STRUCTURAL INSPECTIONS: 1. IN ACCORD WITH IBC SECTION 1704, AS NOTED BELOW. TESTING AND INSPECTION SHALL BE BY AN INDEPENDENT TESTING/INSPECTION FIRM UNDER THE SUPERVISION OF A LICENSED ENGINEER EMPLOYED BY THAT FIRM. THIS ENGINEER SHALL BE DEEMED THE DESIGNATED ENGINEER OF RECORD FOR SPECIAL INSPECTIONS PERFORMED BY HIS FIRM OR HIS CONSULTANTS. INSPECTORS SHALL BE ICBO CERTIFIED AND APPROVED BY THE BUILDING OFFICIAL. 2. THE DESIGNATED ENGINEER OF RECORD FOR SPECIAL INSPECTIONS SHALL BE RESPONSIBLE FOR DEFINING THE ACTIVITIES OF THE INSPECTORS, FOR CERTIFYING THE QUALIFICATIONS OF THE INSPECTORS WITH THE BUILDING OFFICIAL, AND TO ATTEND THE PRECONSTRUCTION MEETING TO DEFINE THEIR SCOPE OF SERVICES AND THE TESTING OR TEST PROCEDURES THAT ARE REQUIRED AS OUTLINED IN THE INTERNATIONAL BUILDING CODE. 3. SPECIAL INSPECTION IS TO BE PROVIDED IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE LOCAL DEPARTMENT OF BUILDING SAFETY AND SHALL NOT BE CONSTRUED TO RELIEVE THE OWNER OR HIS AUTHORIZED AGENT FROM REQUESTING THE PERIODIC AND CALLED INSPECTIONS REQUIRED BY SECTION 110 OF THE INTERNATIONAL BUILDING CODE. 4. CONCRETE: PER SECTION 1705.3 WITH EXCEPTIONS 2.3, 3, AND 5. THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION: ALL CONCRETE EXCEPT FOOTINGS AND SLAB -ON -GRADE. 5. ANCHOR BOLTS INSTALLED IN CONCRETE: PER TABLE 1705.3. 6. REINFORCING PER TABLE 1705.3 WITH EXCEPTION FOR CONCRETE NOT REQUIRING SPECIAL INSPECTION. 7. WELDING: PER SECTION 1705.2.1 WITH EXCEPTIONS. PROVIDE INSPECTION OF ALL SHOP WELDING AT CONTRACTOR'S EXPENSE IF WELDING IS NOT DONE IN AN APPROVED FABRICATOR'S SHOP. 8. HIGH STRENGTH BOLTING: PER AISC 360-10. 9. EXPANSION BOLT, SCREW ANCHOR AND ADHESIVE ANCHOR INSTALLATION TO VERIFY INSTALLATION IN ACCORD WITH ICBO REPORTS NOTED PREVIOUSLY OR APPROVED EQUAL. 10. THE INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. 11. THE INSPECTOR SHALL FURNISH DAILY INSPECTION REPORTS ON THE WORK TO THE BUILDING OFFICIAL AND TO THE ENGINEER. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, AND, IF UNCORRECTED, TO THE ENGINEER AND THE BUILDING OFFICIAL. 12. THE TESTING/INSPECTION FIRM'S ENGINEER SHALL COMPLETE, SIGN AND SEAL A FINAL REPORT CERTIFYING THAT TO THE BEST OF HIS KNOWLEDGE, THE WORK IS IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. QUALITY ASSURANCE PLAN FOR SEISMIC RESISTANCE: 1. IN ACCORD WITH IBC SECTION 1704.3, AS NOTED BELOW. A QUALITY ASSURANCE PLAN WILL BE REQUIRED FOR EACH ITEM NOTED BELOW AS PART OF THE DESIGNATED SEISMIC FORCE RESISTING SYSTEM. THE PLAN SHALL BE PREPARED BY THE DESIGNATED ENGINEER OF RECORD RESPONSIBLE FOR THE SPECIAL STRUCTURAL INSPECTIONS AND SHALL BE SUBMITTED TO THE ARCHITECT, ENGINEER, CONTRACTOR, BUILDING OFFICIAL, AND OWNER. 2. THE DESIGNATED SEISMIC SYSTEMS TO BE INCLUDED IN THE QUALITY ASSURANCE PLAN SHALL INCLUDE THE FOLLOWING: a. MOMENT RESISTING FRAMES AND THEIR FOUNDATIONS. b. CONCENTRICALLY BRACED FRAMES AND THEIR FOUNDATIONS. c. DIAPHRAGMS AND THEIR CONNECTIONS d. DRAG STRUTS, CHORDS AND COLLECTORS, INCLUDING THEIR CONNECTIONS. 3. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE ENGINEER OF RECORD AS REQUIRED BY THE INTERNATIONAL BUILDING CODE. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED AT LEAST ONCE FOR EACH OF THE SEISMIC FORCE RESISTING SYSTEMS NOTED ABOVE. A LETTER SHALL BE SUBMITTED TO THE BUILDING OFFICIAL STATING THAT THE SITE VISITS HAVE BEEN MADE AND ANY DEFICIENCIES HAVE BEEN NOTED. STRUCTURAL TESTING FOR SEISMIC RESISTANCE: 1. IN ACCORD WITH IBC SECTION 1705.12, PROVIDE TESTING AND VERIFICATION OF MATERIALS AS DESCRIBED BELOW. 2. REINFORCING STEEL: PROVIDE CERTIFIED MILL TEST REPORTS FOR ALL ASTM A706 REINFORCING STEEL TO BE USED IN CONCRETE SHEAR WALL BOUNDARY ZONES. 3. STRUCTURAL STEEL: THE TESTING CONTAINED IN THE QUALITY ASSURANCE PLAN SHALL BE AS REQUIRED PER AISC 341 AND THE ADDITIONAL REQUIREMENTS OF IBC SECTION 1705.12.3. 4. CONCRETE: PROVIDE MATERIAL CERTIFICATIONS FOR ALL MATERIAL USED IN CONSTRUCTION OF CONCRETE ASSEMBLIES AND VERIFICATION OF f'c PRIOR TO CONSTRUCTION IN CONFORMANCE WITH ACI 318, SECTION 5.6. Q BOE/A/G tr� OW111/2017 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN MWZ FOUNDATION NOTES 1. ARCHITECTURAL FINISHED FLOOR ELEVATION 0'-0" EQUALS EXISTING FINISHED FLOOR ELEVATION OF THE MACHINE FOUNDATION (SITE SURVEY ELEVATION 15'-0"). FRAMING NOTES 1. TOP OF STEEL ELEVATION = 30'-0" U.N.O. TOP OF STEEL = TOP OF STEEL BEAM, U.N.O. 2. Oami INDICATES A MOMENT RESISTING BEAM/COLUMN CONNECTION. 3. PROVIDE 5 X 3 X 3/8 ANGLE FRAMING AT ALL OPENINGS 12" OR LARGER IN FLOOR UNLESS OTHERWISE NOTED. ANGLES PERPENDICULAR TO BEAMS SHALL SPAN FROM BEAM TO BEAM. SEE "1YP FLOOR OPENING" DETAIL ON THE DRAWINGS. 4. FRAMING FOR THE MECHANICAL UNITS IS FOR THE UNITS AS SPECIFIED. COORDINATE AND VERIFY THE EXACT FRAMING AND DIMENSIONS REQUIRED. 5. CAMBER BEAMS NOTED THUS (+1). THIS EXAMPLE INDICATES A POSITIVE (UPWARD) CAMBER OF 1 INCH. ABBREVIATIONS: ABBREVIATIONS NOTED IN THE STRUCTURAL DRAWINGS ARE AS FOLLOWS: 1. UNO UNLESS NOTED OTHERWISE 2. CP (OR CJP) COMPLETE JOINT PENETRATION WELD 3. PP (OR PJP) PARTIAL JOINT PENETRATION WELD 4. TOS TOP OF STEEL 5. BOS BOTTOM OF STEEL 6. PLF POUNDS PER LINEAL FOOT 7. ABC AGGREGATE BASE COURSE 8. AB ANCHOR BOLT DATE 06.06.17 CHECKED SUBTITLE 11 ISSUE FOR PERMIT 06.16.17 GENERAL STRUCTURAL NOTES REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2017 City of Tukwila BUILDING DIVISION CITY OF T LII(WILA JUN 212017 PERMIT CENTER DLR Group Architecture Engineering Planning Interiors CURRENT REVISION SYMBOL D33205-01 ( H 1G DATE 06.1.6.17 ENGINEER CHECKED APPROVED APPROVED TITLE STRUCTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET S2GG JOB NO. D33205-01 COMP NO. DWG NO. 09-101-S2G G-1 11:00:57 AM SEA_COLLABORATION: 4/5/2017 E t LL - SYM A INSTALL NOODLE WIZARD B ADC THERMOPLASTICS AFP 2 1S92S45 REVISION 6'-lO" 24018 D33205-01 BY EISI MWZ APPROVED O.H. 1S92 S645 DATE SYM x x x x x * * x x x x REVISION BY APPROVED 111 1 LJ 1S9,? 5468, S469, S474 DATE S. CHO JPT 09.25.14 06.16.17 n il- -1- V./W/2013 ACCEPTABI LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN N. WALTON LEGE\D GE\EAL \OTES EFEE\CE DAWI\GS CO\STUCTIO\ \OTES 0 1S60 1S61 1S62 1S63 1S64 1S65 0 1S66 1S67 1568 1S69 1S70 1 S71 1S72 1S73 1S74 1S75 1S76 1S77 1S78 1S79 Planning Interiors RECEIVED CITY OFA}TVKWIL JUN 212017 RMIT CENTER CHECKED D. CONDIT DATE 02.07.14 02.07.14 SUBTITLE FLOOR SLAB PLAN 1S80 1S81 1S82 1S83 1S84 1S85 1S86 1S87 1S88 A 1S89 1S90 1S91 r1S92j %araa 1S93 1 KEY PLAN SCALE: NONE FCR CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION CURRENT REVISION SYMBOL D33205-01 3 DATE 06.16.17 ENGINEER D. CONDIT CHECKED 02.07.14 APPROVED APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 09-101 STRUCTURAL MASTER COL. S -W/21-22 DEV. CENTER, WA SHEET 1 S92 JOB NO. D33205-01 COMP NO. DWG NO. 09-101-1S 92 DUARTEE: 03/01/13 08:53 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DC FREEZER ADDITION - RECORD DRAWING A ADC THERMOPLASTICS AFP 16262 D33205-01 MKA MWZ P.T. RYAN JPT 04.07.14 06.16.17 Q� BOE/NG C'— f. 0./1,4/2.019 21.5 LEGE\D GE\EAL \OTES 1. REFERENCE ELEVATION IS 15'-6" = SITE ELEVATION 15.00'. 'EFRE\CE DRAWI\GS CO\STUCTIO\ \OTES F -T-V O T T 50'-0" 50'-0" 50'-0" 1S60 1S61 1S62 1S63 1S64 1565 1S66 1S67 1S68 FOR CONTINUATION SEE SHEET 1S88 1571 1S72 1S73 1S74 1S75 1S76 1S77 1S78 1S79 1S80 1S81 1S82 ��°c 1-1 1S84 1S85 1S86 1S87 1S88 1S97 1S89 1S90 1S91 1S92 r 1S93 1S98 -1 04 1S95 1 FOR CONTINUATION SEE SHEEP 1S92 ---1_ r j-1 ' II I I v) w W w o 1 E= o z I "' 1 I l oI L I I C 7 11% I L ® II 11 I 1 I 0 0 \ ;- I 0 1!I X2 I FOR CONTINUATION SEE SHEET 1S98 33'-10" ❑oi k o I .11 7.0 ' 12W21 = LASER ROOM ` 11V21-" pi 11' w /❑ 1, i 1 I L' I jjjj — FOR CONTINUATION SEE SHEET 1S96 ; : o ,ii;1 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DC FREEZER ADDITION - RECORD DRAWING A ADC THERMOPLASTICS AFP 16262 D33205-01 MKA MWZ P.T. RYAN JPT 04.07.14 06.16.17 Q� BOE/NG C'— f. 0./1,4/2.019 21.5 LEGE\D GE\EAL \OTES 1. REFERENCE ELEVATION IS 15'-6" = SITE ELEVATION 15.00'. 'EFRE\CE DRAWI\GS CO\STUCTIO\ \OTES F -T-V O T T T T T 1S60 1S61 1S62 1S63 1S64 1565 1S66 1S67 1S68 1S69 1S70 1571 1S72 1S73 1S74 1S75 1S76 1S77 1S78 1S79 1S80 1S81 1S82 1S83 1-1 1S84 1S85 1S86 1S87 1S88 1S97 1S89 1S90 1S91 1S92 1S93 1S98 -1 04 1S95 1S96 9-101.1 KEY PLAN 8' 4' 0 4' 8' .5 16' SCALE: RECEIVED CITY OF TUKWILA KWILA JUN 21 2017 PERMIT CENTER / " REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2017 City of Tukwila BUILDING DIVISION ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN M. KUBICKA DATE 10.17.12 CHECKED P.F. SPITZNAS 10.17.12 SUBTITLE PARTIAL FIRST FLOOR PLAN CURRENT REVISION SYMBOL D33205-01 A DATE 06.16.17 ENGINEER D.K. DANIEL CHECKED P.T. RYAN 10.17.12 10.17.12 APPROVED APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 9-101.1 STRUCTURAL MASTER COL. W—Z/21-22 DEV. CENTER, WA SHEET 1S93 JOB NO. D33205-01 COMP NO. DWG NO. 9-101.1-1S 93 10:00:00 AM 0 CV 0 4 n O.H. 1S95 S645 1,4 k- A 1S951S64 PLYCUTTER 22'-6" 1 1S95 S468, S469, S474 B 1S95 S645 0 a J LJ 11V21 (5) WRAP CAR SEL VACUUM FOR —1G FM PLYCU-TER FLOOD SLA3 PLA\ SCALE: 1/8" = 1'-0" SYM A INSTALL NOODLE WIZARD B ADC THERMOPLASTICS AFP REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 24018 D33205-01 EISI MWZ S. CHO JPT 09.25.14 06.16.17 Q� BOE/NGS ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN N. WALTON r nteriors .00 ISSUE FOR PERMIT 06.16.17 DATE 02.07.14 RE CITY OF TUKWILA JUN.21 2011 KEY P GE \EAL \OTES 'EFEE\CE DAWI\GS CC►\STUCTIO\ \CTES I- T T T T_--{ 1S60 1S61 1S62 1S63 1S64 1S65 1S66 1S67 1S68 1S69 1S70 1S71 1S72 1S73 1S74 1S75 1S76 1S77 1S78 1S79 1S80 1S81 1S82 1S83 1S84 1S85 1S86 1S87 1S88 ri< 1S89 1S90 1S91 1S92 1S93 1 94 j //////j j/nicilmn�/i9 1 S96 _AN SCALE: NONE PERMIT CENTER CHECKED D.CONDIT 02.07.14 SUBTITLE FLOOR SLAB PLAN CURRENT REVISION SYMBOL D33205-01 REVIEWED FOR OMPLIANCE OVED BIW 21 2017 City of Tukwila BUILDING DIVISION 3 DATE 06.16.17 ENGINEER D. CONDIT CHECKED 02.07.14 APPROVED APPROVED TITLE STRUCTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 COL S -W/22-23 DEV. CENTER, WA SHEET 1S95 JOB NO. D33205-01 COMP NO. DWG NO. 09-101-1S 95 50'-0" 50'-0" FOR CONTINUATION SEE SHEET 1S93 50'-0" ref 22.5 PARTIAL EI QST EEC SCALE: 1/8"=1'-0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE - DC FREEZER ADDITION - RECORD DRAWING A ADC THERMOPLASTICS AFP 16262 D33205-01 M KA MWZ P.T. RYAN 04.07.14 JPT 06.16.17 Q�BOE/NG 04./14/201 ISSUE FOR PERMIT 06.16.17 LEGE\J GE\EAL \OTES 1. REFERENCE ELEVATION IS 15'-6" = SITE ELEVATION 15.00'. EFEE \CE DAWI\GS CO\S-RUCTIO\ \OYES r STNV T T T T T 1S60 1S61 1S62 1S63 1S64 1S65 1S66 1S67 1S68 1S69 1S70 1S71 1S72 1S73 1S74 1S75 1S76 1S77 1S78 1S79 1S80 1S81 1S82 1S83 1S84 1S85 1S86 1S87 1S88 1S97 rj 1S89 1S90 1S91 1S92 1S93 1S98 194 1S95 f1///// � i 9-101.1 KEY PLAN RECEIVED CITY OF TUKWILA JUN 21 2017 PERMIT CENTER 8' 4' 0 4' 8' 16' SCALE: 1 /8"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2011 City of Tukwila BUILDING DIVISION ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN M. KUBICKA CHECKED P.F. SPITZNAS ENGINEER D.K. DANIEL CHECKED P.T. RYAN APPROVED DATE 10.17.12 10.17.12 10.17.12 10.17.12 APPROVED SUBTITLE PARTIAL FIRST FLOOR PLAN TITLE STRUCTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101.1 COL. W—Z/22-23 DEV. CENTER, WA CURRENT REVISION D33205-01 SYMBOL A DATE 06.16.17 SHEET • 1S96 JOB NO. D33205-01 COMP NO. DWG NO. 9-101.1-1S 96 10:00:00 AM 0 0 MATCHLINE SHEET 09-101-PTA45 DLR Group Architecture Engineering Planning Interiors SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP D33205-1 MWZ JPT 06.16.17 BOE/NG C/— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN M. ZIEMANN ?:ARCKED ISSUE FOR PERMIT 06.16.17 DATE SUBTITLE 06.16.17 LEGE\ I G E\ RAL \OTES EFRE\CE D�AWI\GS CO\STRUCTIO\ \OTES PT1 S10 PT1S11 PT1 S12 PT1S13 PT1S14 PT1S15 PT1S16 PT1 S17 PT1S18 PT1 S19 PT1 S20 PT1S21 PTiS22 PT1S28 4TiS34 PT1S23 PT1 S23 PT1S24 PT1S25 PT1S26 PT1S27 PT1S29 S29 PT1S30 PT1S35 PT1S31 PT1S36 PT1 S32 PT1S37 PT1S33 PT1S38 PT1S39 PT1 S40 PT1S4 O://////// � T1 S42/ PT1S43 RECEIVED CITY OF T UKWILA JUN 212011 PERMIT CENTER IJ PT1 S44 KEY P PT1S45 PT1S46 _AN SCALE: NONE PARTIAL PLATFORM PLAN CURRENT REVISION SYMBOL() ROYIEWED FOR CODE COMPLIANCE PROVED JUL 21 2017 City of Tukwila BUILDING DIVISION SIG DATE 06.16.17 ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 SHEET PT1S42 JOB NO. D33205-1 COMP NO. COL. S -W/21-22 DEV. CENTER, WA DWG ND. 09-101 -PT1S42 MATCHLINE SHEET 09-101-PTA46 DLR Group Architecture Engineering Planning Interiors a 21.5 1711/ 1 ISSUE FOR PERMIT 06.16.17 LEGE\3 SEE SHEET G1 FOR LEGEND SYMBOLS GE\ERAL \OTES SEE SHEET G1 FOR ADDITIONAL GENERAL NOTES. EFRE\CE DAWI\GS CO\ST�UCTIO\ \OTES 0 0 0 Q PT1 S10 PT1S11 PT1 S12 PT1S13 PT1 S14 PT1S15 0 PT1S16 PT1S17 PT1 S18 PT1S19 PT1 S20 PT1S21 PTiS22 PT1S28 -3TiS34 PT1S23 PT1 S23 PT1S24 PT1S25 PT1S26 PT1S27 PT1S29 S29 PT1 S30 PT1S35 PT1S31 PT1S36 PT1S32 PT1S37 PT1S33 PT1S38 PT1S39 PT1 S40 RECEIVED CITY OF TUKWILA JUN 21 2017 PERMIT CENTER PT1 S40 PT1S44, KEY PLAN SCALE: NONE PT1S42 /PT1 S43, viii//..// PT1S45 PT1S46 IEWED FOR COWCOMPLIANCE 2 PPROVED JUL 21 2017 City of Tukwila BUILDING DIVISION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTIC AFP D33205-1 MWZ JPT 06.16.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN M. ZIEMANN CHECKED DATE SUBTITLE 06.16.17 PARTIAL PLATFORM PLAN CURRENT REVISION SYMBOL DATE G 06.16.17 ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTIC AFP BUILDING 09-101.1 COL. Z/21-22.5 ARCHITECTURAL MASTER SHEET PTIS43 JOB NO. D33205-1 COMP NO. DEV. CENTER, WA DWG N0. 09-101.1-PT1S43 HWONG: 5/3/2017 010. 411.11.111 MATCHLINE SHEET 09-101—PTA42 1111111.11111111 DLR Group Architecture Engineering Planning Interiors MATCHLINE SHEET 09-101-PTA4 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTIC AFP D33205-1 MWZ JPT 06.16.17 6/0i Lit:"} PNALLL ot./IL/2Ot ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN M. ZIEMANN CHECKED DATE 06.16.17 LEGE\D GE\EAL \OTES 'EFRE\CE DAWI\GS CO\SRUCTIO\ NOTES PT1 S10 PT1 S11 PT1 S12 PT1 S13 PT1S14 PT1 S15 PT1S16 PT1S17 PT1 S18 PT1 S19 PT1 S20 PT1S21 PT1S22 PTiS28 PT1S23 PT1S24 PT1S25 PT1S26 PT1S27 PT1S29 -3T1S34 PT1S39 RECEIVED CITY OF TUKWILA JUN 21 2017 PERMIT CENTER PT1 S30 PT1S35 PT1 S40 PT1S31 PT1S36 PT1 S40 PT1S44 PT1S32 PT1S37 PT1S42 2 P1S45/ PT1S33 PT1S38 PT1S43 PT1S46 SUBTITLE PARTIAL PLATFORM PLAN CURRENT REVISION SYMBOL° VIEWED FOR COMPLIANCE PPROVED JUL 21 2017 City of Tukwila BUILDING DIVISION SIG DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTIC AFP BUILDING 09-101 ARCHITECTURAL MASTER COL. S—W/22-23 DEV. CENTER, WA SHEET PT1S45 JOB NO. D33205-1 COMP NO. DWG NO. 09-101—PT1 45 0 0 uJ LL1 z —J 0 PARTIAL PLA 1 /8" = 1'-0" DLR Group Architecture Engineering Planning Interiors ISSUE FOR PERMIT 06.16.17 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTIC AFP D33205-1 MWZ JPT 06.16.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN M. ZIEMANN CHECKED DATE 06.16.17 LEGEND: SEE SHEET 01 FOR LEGEND SYMBOLS GENERAL NOTES: SEE SHEET G1 FOR ADDITIONAL GENERAL NOTES. CONSTRUCTION NOTES: 0 0 0 PT1 S10 PT1S11 PT1 S12 PT1S13 PT1 S14 PT1S15 0 PT1S16 PT1S17 PT1S18 PT1 S19 PT1 S20 PT1S21 PTiS22 T1S28 4TiS34 PT1S23 PT1 S23 PT1S24 PT1S25 PT1S26 PT1S27 PT1S29 S29 PT1S30 PT1S35 PT1S31 PT1S36 PT1S32 PT1S37 PT1S33 PT1S38 PT1 S40 RECEIVED PT1 S44 CITY OF TUKWILA PT1S39 PT1 S40 PT1S42 PT1S45 JUN 212017 KEY P LAN SCALE: NONE PERMIT CENTER SUBTITLE PARTIAL PLATFORM PLAN CURRENT REVISION PT1S43 ;PT1S46' ///////4 SYMBOL° R IEWED FOR COMPLIANCE PPROVED JUL 21 2017 City of Tukwila BUILDING DIVISION SIG DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTIC AFP BUILDING 09-101.1 ARCHITECTURAL MASTER COL. Z/21-22.5 DEV. CENTER, WA SHEET PT1S46 JOB NO. D33205-1 COMP NO. DWG NO. 09-101.1-PT1S46 11:45:17 AM HWONG: 5/3/2017 MATCHLINE SHEET 09_101-1A43 ( 7 1 ESI I I I I PT1S46 S459 I L J I I ► I 1 I I I ' ► ► ► I I I L- J I I I 1► II � I v I T - L 11 lik. J� J_L J Lo Q r it ‘C -S- 0 0 uJ LL1 z —J 0 PARTIAL PLA 1 /8" = 1'-0" DLR Group Architecture Engineering Planning Interiors ISSUE FOR PERMIT 06.16.17 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTIC AFP D33205-1 MWZ JPT 06.16.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN M. ZIEMANN CHECKED DATE 06.16.17 LEGEND: SEE SHEET 01 FOR LEGEND SYMBOLS GENERAL NOTES: SEE SHEET G1 FOR ADDITIONAL GENERAL NOTES. CONSTRUCTION NOTES: 0 0 0 PT1 S10 PT1S11 PT1 S12 PT1S13 PT1 S14 PT1S15 0 PT1S16 PT1S17 PT1S18 PT1 S19 PT1 S20 PT1S21 PTiS22 T1S28 4TiS34 PT1S23 PT1 S23 PT1S24 PT1S25 PT1S26 PT1S27 PT1S29 S29 PT1S30 PT1S35 PT1S31 PT1S36 PT1S32 PT1S37 PT1S33 PT1S38 PT1 S40 RECEIVED PT1 S44 CITY OF TUKWILA PT1S39 PT1 S40 PT1S42 PT1S45 JUN 212017 KEY P LAN SCALE: NONE PERMIT CENTER SUBTITLE PARTIAL PLATFORM PLAN CURRENT REVISION PT1S43 ;PT1S46' ///////4 SYMBOL° R IEWED FOR COMPLIANCE PPROVED JUL 21 2017 City of Tukwila BUILDING DIVISION SIG DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTIC AFP BUILDING 09-101.1 ARCHITECTURAL MASTER COL. Z/21-22.5 DEV. CENTER, WA SHEET PT1S46 JOB NO. D33205-1 COMP NO. DWG NO. 09-101.1-PT1S46 11:45:17 AM HWONG: 5/3/2017 S242 S416 N X oo x W10x26 TOS EL=30'-0" HSS6x6x3/8 (NI X CO X co U) HSS5x5x3/8 BRACE, TYP S242 S416 TOS EL=17'-0" 1 42 S416 3ACED RAVE 3F-1 S242 S416 (io S242 S416 9,-0" 9'-0" (4 SIM S242 S416 9'-0" W16X57 Ow - 9' -0" LC) (0x CO fu cp c W16x57 4 S242 S416 HSS4x4x3/16 ABOVE AND BELOW DOOR FRAME OPP HAND TRUSS VO VE\T (5, cP RA vE V F-1 l TOS EL=30'-0" TOS EL=17'-0" • S242 S416 <E> F.F. EL=0'-0" S242 S416 S242 5416 9'-0" 9'-0" (4SIM S242 5416 9'-0" 9'-O" TOS EL=30'-0" TOS EL=17'-0" HSS4x4x3/16 OPP 2 HAND S242 S416 TRUSS vOvE \T RAVE V F-2 ISSUE FOR PERMIT 06.16.17 RECEIVED CITY OF T UKWILA JUN 21 2017 PERMIT CENTER SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP D33205-01 MWZ JPT 06.16.17 Q� BOE/NG' o'— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED ENGINEER APPROVED BY DEPT. DATE DRAWN M. ZIEMANN CHECKED DATE SUBTITLE 06.16.17 STRUCTURAL FRAME ELEVATIONS CURRENT REVISION DLR REVIEWED FOR CODE COMPLIANCE APPROVED qrq rye, IP • JUL 21 2017 Architecture Engi SYMBOL() 1G DATE of Tukwila ell5TVISION 06.16.17 CHECKED APPROVED APPROVED TITLE STRUCTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 SHEET S242 JOB NO. D33205-01 COMP NO. DEV. CENTER, WA DWG ND. 09-101-S242-1 SEA_COLLABORATION: 4/5/2017 3:18:03 PM NOTE: GUSSET TO BRACE CONFIGURATION AND ADDITIONAL NOTES, SEE DETAIL 9/S416 1" PLATE 7/16V EXISTING WF BEAM RAIL HSS COLUMN -40 1" ZZ 8" SECTION CL WF RAIL .411 8" 1'-2 1 /4 i GC VERIFY 2" STL BRACE 1/2" GUSSET PLATE 1" PLATE GALV PL 1"x2' -4"x1'-2" W/ (4) 3/4"0 GALV ADHESIVE ANCHORS AT 8" OC W/ 7" EMBED HSS COLUMN GUSSET PLATE <CJP I.J. T.O. EXISTING MACHINE FOUNDATION EXISTING MACHINE FOUNDATION NOTES: 1. COAT STEEL BELOW GRADE WITH COLD -APPLIED ASPHALT EMULSION PER ASTM D1187 2. DO NOT DEMO ADJACENT COLUMN FOOTINGS WHERE THEY OCCUR. BRAC =D FRA v F BAS TYP >7/16 V EMBED PLATE 3/8" x6" WIDE BETWEEN EXISTING WF RAILS PJP EA END TO EXISTING > 3/8 N WF RAIL .10 SECTION 1'-5 3/4" 11 1/2" 10" 1 1/2"x4 1/2" SLOT IN BASEPLATE 7/16 EMBED PLATE. CHIP OUT EXISTING CONCRETE FOR INSTALLATION 5/8" THICK EPDXY GROUT PROVIDE SAME GROUT AS REQUIRED FOR MACHINE BASEPLATES SLAB PATCH TO MATCH EXISTING SLAB THICKNESS W/ #5 DWLS AT 12" OC MAX (2 MIN) (5 5/8" EMBED) EACH SLAB EDGE EXTENDING TO OPP END OF SLAB CUT AGGREGATE BASE COURSE GALV PLATE SCALE: NO SCALE 5/16 7 TYP BEAM TO COL CONN WHERE OCCURS HSS COLUMN BRACED FRAv STL BEAM S242 S416 / 3 EDGES OF PL TYP @ STIFFENERS SEE WELDED BEAM CONNECTION DETAIL 5/S416 FOR INFO NOT SHOWN 3/8" STIFFENER PL EA SIDE OF WEB STL BRACE NOTE: FOR GUSSET TO BRACE CONFIGURATION AND ADDITIONAL NOTES, SEE DETAIL 9/S416 CO\\ SCALE: NO SCALE S242 S416 EXISTING WF BEAM RAIL STL COLUMN PLATE TO MATCH BEAM FLANGE WIDTH AND THICKNESS TYP PL TO \ COL WEB / 5/16/ NOTE: FOR GUSSET TO BRACE CONFIGURATION AND ADDITIONAL NOTES, SEE DETAIL 9/S416 WF COLUMN PL 1"x1' 2" CENTERED ON COLUMN NOTE: 1) COAT STEEL BELOW GRADE WITH COLD -APPLIED ASPHALT EMULSION PER ASTM D1187 2) SEE DETAIL 1/S416 FOR SLAB PATCH AT PLATE <CJP T.O. EXISTING MACHINE FOUNDATION GA V PL 1/2"x1'-2" W/ (2) 3/4"0 ADHESIVE ANCHORS AT 8" OC W/ 7" EMBED CENTERED ON COLUMN CJP 1 TOTYP HSSPL 7/16 THSS I V / CJP, TYP PLATE TO COL FLANGE STL BEAM F CO\ NS & FS® BRACE TO GUSSET, TYP SEE WELDED BEAM CONNECTION DETAIL 10/S416 FOR INFO NOT SHOWN CCJP, SHEAR PL AND BEAM WEB TO COL WELD ACCESS HOLE. GEOMETRY SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.8 STL BRACE SCALE: NO SCALE PL 1/2"x8"x0'-6" EXISTING MACHINE FOUNDATION VOVP\T FAVi 8ASE (2� SCALE: NO SCALE NS &FSS BRACE TO > 5/16 GUSSET, TYP S242 S416 3/8" STIFFENER PL EACH SIDE, FULL BM WIDTH, TYPICAL B ACF J F SAVE CO\\ HSS COLUMN SPLICE AS REQUIRED FOR PL INSTALLATION GUSSET TO BEAM ABOVE AND BELOW 1/2" THICK KNIFE/GUSSET PL (ASTM A572, GRADE 50) SCALE: NO SCALE (8 S242 S416 WIL II (3 S242 3/8" PLATE STL BEAM r NIMINO Do - � B S416 CJP, TYP BEAM TO PLATE 5/16 CCJP, SHEAR PL AND BEAM WEB TO COL WELD ACCESS HOLE. GEOMETRY SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.8 -AN CO\ SCALE: NO SCALE NS & FS® BRACE TO GUSSET, TYP 1" S416 S416 1/2" THICK GUSSET PL (ASTM A572, GRADE 50) IT - BOAC DPA SCALE: NO SCALE J E STL BRACE CSSET SLAT 3 SIDES 5/16 TYP HSS BRACE PER PLAN IMMO —\- 5/16 TsS WF BEAM PER ELEVATION VF WLB CO\\ 3/8" STIFFENER PL EACH SIDE, FULL BM WIDTH 5/16 1/2" THICK KNIFE/GUSSET PL (ASTM A572, GRADE 50) / GUSSET TO BEAM 3/8" STIFFENER PL EA SIDE OF WEB SCALE: NO SCALE METAL DECK 1/4" xCONT PLATE SLIDING DOOR 3/16 I 2-18 TYPICAL STEEL BEAM METAL DECK I � 1 S242 S416 1/4" xCONT BENT PLATE h 3/16 I 2-18 SLIDING DOOR STEEL BEAM AT DECK EDGE TYSL\C DTRAC SCALE: NO SCALE (TYP UNO) WF COLUMN PLATE TO MATCH BEAM FLANGE WIDTH AND THICKNESS TYP PL TO COL WEB 5/16 V < (6 S459 S416 CJP, TYP BM/PLATE TO COL FLANGE 3/8" PLATE STL BEAM WELD ! BEA 5/16 < 3 SIDES CCJP, SHEAR PL AND BEAM WEB TO COL WELD ACCESS HOLE. GEOMETRY SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.8 ISSUE FOR PERMIT O616.17 RECEIVED CITY OF TUKWiLA JUN 21 2011 PERMIT CENTER DLR (/T"(S\ S242 S416 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2017 Architecture Engin roti Rut f 1 f(��T((ukwila SYM REVISION ORIG ADC THERMOPLASTICS AFP D33205-01 BY MWZ APPROVED JPT DATE SYM REVISION BY APPROVED DATE 06.16.17 W?AL iv �,• P+V/�1 �NC3 .k ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN MWZ DATE 06.16.17 CHECKED SUBTITLE STRUCTURAL DETAILS CURRENT REVISION SYMBOL •D33205-01 0 IG DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE STRUCTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET S416 JOB NO. COMP NO. DWG NO. 09-101-S41 6-1 1/2" MAX FOR SIZE AND NUMBER OF BOLTS, SEE TYPICAL BOLT SCHEDULE TYPICAL WF 3EA v w 0 1/4 3/8" FULL DEPTH STEEL SHEAR PLATE SECTION TO 3EAV CO\\ FOR SIZE, TYPE AND NUMBER OF BOLTS, SEE TYPICAL BOLT SCHEDULE 3/8" STEEL SHEAR PLATE 3/8" STEEL STIFFENER PLATE, EXTEND TO EDGE OF BEAM FLANGES, TYP AT ONE SIDED CONN. 3/8" STEEL STIFFENER PLATE, EXTEND TO EDGE OF BEAM FLANGES, TYP AT ONE SIDED CONN. SCALE: NO SCALE HSS COLUMN ERECTION ANGLE AS REQUIRED HSS BEAM OR tS1/4", t" FILLET t>1/4", 5/16" FILLET SHOP OR FIELD WELD AT CONTRACTOR'S OPTION TYPICAL HSS 3EAV TO COL CO\\ SCALE: NO SCALE (5 S459 S417 METAL DECK 1/2" 5 8" 5/8" ,W, OPENING SIZE .41 3/161/ L5x3x 1 /4 (LLV) TYP VETAL DEC S459 S417 PE\ETATIO\ STEEL BEAM SCALE: NO SCALE EXISTING WIND GIRT GC VERIFY EXACT LOCATION IN FIELD DO NOT CUT EXISTING WIND GIRTS OR RODS COPE FLANGES OF NEW CHANNEL AS REQUIRED FOR CONNECTION NEW PENETRATION LOCATE BETWEEN EXISTING WIND GIRTS NEW C6x8.2, TYPICAL WALL PE\ T�A110\ DETAIL SCALE: NO SCALE (AT EXISTING WALL) lYP CHANNEL WEB TO NEW/EXISTING (g� S459 S417 STIFFENER PL PER TYP BM TO BM CONN STEEL BEAM HSS COL PER PLAN 1 1/2" CAP PLATE AT TOP OF COLUMN WITH 5/16" PARTIAL PEN. WELD ALL AROUND 2" 1 1/2" MIN 1 1/2" MIN 1/4 TYPICAL WF SCALE: NO SCALE (6 S459 ANGLE ABOVE AND BELOW S417 vOVE\T CO\\ TYP BM TO BM CONN "N" BOLTS @ 3" OC <> PER BOLT SCHEDULE SEAN STL BEAM 3/8" SHEAR PLATE /COL co\A 1/2" OFFSET HSS BEAM 3/8" STIFFENER PLATE ci PLAN WF COL S459 S417 CONT 1/4" BENT PL STEEL BEAM CONT ANGLE 4x3x1/4 (LLV) NOTCH HORIZ LEG AT STEEL BRACE CONN STIFFENERS PER MF CONN DETAIL HSS BEAM TYP STEEL BRACE WHERE OCCURS vEZZ SCALE: NO SCALE ELEV TYP ANGLE TO WF/PLATE HSS BEAM NOTE: SEE DETAIL 7/S418 FOR HANDRAIL AT DECK EDGE WHERE OCCURS EDGE DETAIL (TYP UNO) TYP HSS TO 1/4 ANGLE ANGLE 4x4x3/8 x0'-6" ABOVE AND BELOW HSS BEAM SS 3M TO WF COLUv\ CC\\ SCALE: NO SCALE CJP TOP AND BOTTOM FLANGES SCALE NO SCALE (BEAM TO BEAM) DIAPHRAGM BRACING, TYP DIAPHAG v 3V\C1 SCALE NO SCALE (PLAN) S417 10 S459 S417 HSS COLUMN G S459 S417 DIAPHRAGM BRACING, TYP STEEL BEAM DIAPHRAGM BRACING, TYP (COLUMN WEAK AXIS) STEEL BEAM DIAPH SAG 5417 v 3A�1\G SCALE NO SCALE (PLAN) WF BEAM DIAPH;AG V 3 ACI\C SCALE NO SCALE (PLAN) 15 S459 S417 NOTE: NOT ALL BRACING ARE PRESENT AT SIM CONDITION. SEE PLAN FOR LAYOUT 1 1/2" WF BEAM CONT 1/4" BENT PL 3/16 12-18 METAL DECK STEEL BEAM METAL PANEL CONT ANGLE 4x4x1/4 NOTCH HORIZ LEG AT STEEL BRACE CONN STEEL BEAM 1' TYP v h 3/16 12-18 METAL PANEL NOTE: SEE DETAIL 7/S418 FOR HANDRAIL AT DECK EDGE WHERE OCCURS STEEL BRACE STEEL BRACE STEEL BEAM ANGLE 5x3x1/4 (LLV) AT 36" OC CONT ANGLE 3x2x1/4 (LLV) AT OVERHEAD DOOR EZZ EDGE DETAIL SCALE: NO SCALE CAP PL AND STIFFENERS PER MF CONN DETAIL CJP 3 SIDES NOTCH BRACE FLANGE IF REQUIRED TO CLR COL FLANGE O P� BEAM) FAM) WF 3V TO WF COLUM\ CO\\ WF COL ELEV BOLTS PER SCHEDULE (AT TRUSS MF) (4 S459 S417 CAP PL AND STIFFENERS PER MF CONN DETAIL 1/2" 3/8" SHEAR PLATE WF BEAM DIAPHRAGM BRACING BOLTS PER SCHEDULE ELEV 1/4 SCALE: NO SCALE 1/2" MAX BOLTS PER SCHEDULE (COLUMN WEAK AXIS) TYP SHEAR PL TO BEAM WEB AND FLANGE l)IAF) H=RAG M 3=AC1\G (1'22) SCALE: NO SCALE (AT PERPENDICULAR) TYP BOLT SCHEDULE (3/4"0 A325N) NOMINAL BEAM DEPTH "D" IN INCHES NUMBER OF BOLTS IN A ROW UP TO 7 1® 8-11 2H 12 - 14 3g 15 - 17 4 18-20 5 21 - 23 6 24 - 29 7 TYD 30LT SCHEDULE 16 SCALE: NO SCALE S4 VISJ17 S417 S417 1 1/2" PER PLAN VIEW BOLTS PER SCHEDULE 3/8" PLATE WF BEAM (EACH SIDE WHERE OCCURS PER PLAN) 1/4 TYP DIAPHAGV 3V\C1\G S459 S417 SCALE: NO SCALE (AT DIAGONAL) ISSUE FOR PERMIT 06.16.17 (8 S459 S417 RECEIVED CITY OF T UKWiLA JUN 21 20 PERMIT CE REVIEWED FOR fE COMPLIANCE APPROVED JUL 21 2017 DLR • roup Architecture E gineeriQbfrofTlik4viia BUILDING. DIVISION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP D33205-01 MWZ JPT 06.16.17 Q�BOE/NG° G'— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN MWZ DATE 06.16.17 CHECKED SUBTITLE STRUCTURAL DETAILS CURRENT REVISION SYMBOL D33205-01 0 SIG DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE STRUCTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET S417 JOB NO. COMP NO. DWG NO. 09-101-S41 7-1 SYM NOTES: 1) SEE GENERAL EQUIPMENT BASEPLATE NOTES THIS SHEET FOR INSTALLATION REQUIREMENTS. 2) SPACING BETWEEN PLATES ON PLAN IS 6", UNO. PLATE WASHER 1/4"x1 1 /2"x3", TYPICAL EMBED PLATE EP1 TYP 1'-8 1 /8" rH —4I BASPLAT SCALE: NO SCALE PL 1 "xl'- 11 5/16V EXISTING WF BEAM RAIL T.O. EXISTING MACHINE FOUNDATION 3/4" THICK BASEPLATE, TYPICAL EMBED PATE EP2 ,STA L 3'-O" T.O. PLATE EL=O'-3/4", TYPICAL EMBED PATE EP3 EXISTING MACHINE FOUNDATION CL WF RAI L 1 1'-2 1/4" GC VERIFY ,l,,,7 ,J „ (AT LINEAR UNIT) HSS COLUMN 5/16V I.J. <CJP S459 a NOTES: 1. COAT STEEL BELOW GRADE WITH COLD -APPLIED ASPHALT EMULSION PER ASTM D1187 2. OFFSET BASEPLATE AT SLIDING DOOR AS REQUIRED TO AVOID CONFLICT 3. DO NOT DEMO ADJACENT COLUMN FOOTINGS WHERE THEY OCCUR. 4. SEE DETAIL 1/S416 FOR SLAB PATCH AT PLATE. SS COL., ItAiiiitisztna�I. N 2'-0" MAX GALV PL 1/2"x1'-2" W/ (2) 3/4"0 GALV ADHESIVE ANCHORS AT 8" OC W/ 7" EMBED RAS:DLAT SCALE: NO SCALE TOS (PRIMARY FRAMING) PRIMARY STEEL BEAM FRAMING PER PLAN 3/16 S418 (LH - S459 S418 HANDRAIL PER ARCH'L. CONTRACTOR TO COORDINATE LOCATIONS WITH ARCH DRAWINGS METAL DECK COPE AT FLANGE TYPICAL SCALE: NO SCALE REVISION HSS FRAMING CENTERED UNDER HANDRAIL (WF FRAMING WHERE OCCURS) TYP, 3 SIDES TOS (DIAPHRAGM BRACING AND HANDRAIL SUPPORT FRAMING) A\D' A L SUPPOTT (AT ROOF DECK) BY APPROVED DIAPHRAGM STEEL FRAMING PER PLAN DATE SYM NOTES: 1) SEE GENERAL EQUIPMENT BASEPLATE NOTES THIS SHEET FOR INSTALLATION REQUIREMENTS. 2) SPACING BETWEEN PLATES ON PLAN IS 13/16", UNO. 3) SEE DETAIL 1/S418 FOR PLATE WASHER INFO. tap 1 T.O. PLATE EL=O'-3/4", TYPICAL 7 7/8"' 11" 11" 7 7/8" I 3 1/8" EMBED PLATE EP4 \3 1/8" BASPLATE ITAL SCALE: NO SCALE (AT HORIZONTAL POSITIONER: TAIL STOCK) J METAL PANEL EXISTING SLAB -ON -GRADE CL COLUMN I 1 1 3/4" THICK BASEPLATE 2 S459 S418 CONT ANGLE 4x4x1/4 W/ (1) 3/8"0 SCREW ANCHOR AT 24" OC (3 1/4" EMBED) NOTCH HORIZ LEG OF ANGLE AT BASEPLATES EXISTING MACHINE FOUNDATION TYD VITAL 3A\EL AT P\3\ SCALE: NO SCALE (TYP UNO) CONT 3/8" BENT PL HANDRAIL PER ARCH'L (6TYPICAL LA\DI SCALE: NO SCALE S459 S418 REVISION BY \G EDGE DETAIL S459 METAL DECK (STEEL GRATING WHERE INDICATED ON PLAN) S418 7 APPROVED DATE ORIG ADC THERMOPLASTICS AFP D33205-01 MWZ JPT 06.16.17 S4591S418 Q�BOE/NG° 1/4"0 RADIUS, TYPICAL T.O. PLATE EL=O'-2", TYPICAL NOTES: 1) SEE GENERAL DEQUIPMENT BASEPLATE NOTES THIS SHEET FOR INSTALLATION REQUIREMENTS. 2) SEE DETAIL 1/S418 FOR PLATE WASHER INFO. 10 5/8" 2'-0 3/4" 10 5/8" 2'-0 3/4" 10 5/8" 1'-3 1/81 7 5/8' - -fi- - - -I- fit 1 1 1 1 1 - 4 - --tr. - - --10- - f 1 1 - 4-4 - -4- 1 1 OPEN 2" TYP BASEPLATE FTAL SCALE: NO SCALE CONT 1/4" BENT PL STEEL BEAM HSS POST STEEL BEAM PL 3/8"x4" SQ EA SIDE OF POST W/ (1) 3/4"0 THRU BOLT IN 2" LONG VERTICAL SLOT -7 5/8" OPEN 2" THICK BASEPLATE N) CO 0 1 N (AT HORIZONTAL POSITIONER: HEAD STOCK) S459 S418 METAL DECK STEEL BRACE CONT ANGLE 1/4 ANGLE 6x6x3/8 x0'-8" LONG PL 3/8"x5"x0'-7" W/ (2) 1/2"0 ADHESIVE (4 1/2" MIN EMBED) TYP HSS POST SCALE: NO SCALE (SECTIONAL DOOR SUPPORT) S242 S418 ot./IN/200 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN MWZ CHECKED ENGINEER STEEL BEAM PL 3/8"x4" SQ EA SIDE OF POST W/ (1) 3/4"0 THRU BOLT IN 2" LONG VERTICAL SLOT 1/4 HSS POST 3/16 GENERAL EQUIPMENT BASEPLATE NOTES: 1) PLATES SHALL BE LOCATED PER PLAN WITH A MAXIMUM DEVIATION OF 3/16" IN EITHER PLAN DIRECTION. 2) TOP OF PLATE ELEVATION SHALL BE WITHIN 3/16" OF THAT NOTED ON THE PLANS/DETAILS 3) PROVIDE 2" SLOT IN PLATES IN THE NORTH/SOUTH DIRECTION CENTERED ON EACH ANCHOR. 4) ALL ANCHORS ARE 3/4"0 ADHESIVE ANCHORS WITH 8" MINIMUM EMBED. 5) PROVIDE SIKA SIKADUR 42 GROUT PAK LE EPDXY GROUT BELOW BASEPLATES TO PROVIDE A LEVEL SURFACE FOR THE EQUIPMENT AND FULL CONTACT FOR THE BASEPLATE (MINIMUM GROUT THICKNESS=1"). CONTRACTOR SHALL CHIP OUT EXISTING SLAB TO PROVIDE MINIMUM GROUT THICKNESS BELOW PLATES. SEE DETAIL BELOW FOR INSTALLATION. 6) FINAL BASEPLATE CONFIGURATION TO BE COORDINATED WITH EQUIPMENT MANUFACTURER PRIOR TO FABRICATION. EQUIPMENT BASEPLATE ADHESIVE ANCHOR T.O. PLATE ELEV Mr - /7/ ///// 1/2" MIN 3" MAX EXISTING MACHINE 0 CO TYP BASEPLATE SECTION FOUNDATION T.O. <E> MACHINE FNDN EL= O'-0" GC VERIFY CHIP OUT EXISTING CONCRETE FOR EPDXY GROUT INSTALLATION. DO NOT CHIP CONCRETE OUT BELOW TOP MAT OF REINFORCING. DO NOT DAMAGE EXISTING REINFORCING. STEEL BRACE CONT ANGLE 3/16 I 4 ANGLE 6x4x 1 /4 x0'-6" LONG PL 3/8"x5"x0'-7" W/ (2) 1/21'0 ADHESIVE ANCHORS (4 1/2" MIN EMBED) TYP HSS POST SCALE: NO SCALE (MAN DOOR SUPPORT) S242 ISSUE FOR PERMIT '£ .16.17 t flt;r ATE 06.16.17 CHECKED APPROVED APPROVED SUBTITLE TITLE STRUCTURAL MASTER STRUCTURAL DETAILS ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA S418 CURRENT REVISION D33205-01 SHEET JOB NO. DWG NO. RECEIVED CITY OF TUKWILA JUN 212017 PERM RE D FOR CODE COMPLIANCE APPROVED I DLR rQu pi 2017 Architecture E gineering Planning Interiors SYMBOL° S418 • City of Tukwila BUILDING DIVISION 09-101-S418-1 22 23 SYM W18x65 C A� /2" HSS4x4x1/2 HSS4x4x3/16 HSS4x4x1/2 f41 5459 5418 HSS8x6x1/2 HSS8x6x1/2 HSS8x6x1/2 TYP 5 EP2 EP1, TYP UNO EP2 EP2 0 EP2 0 S459 541E HSS8x6x1/2 W18x65 HSS4x4x3/16 o � EP2 EP2 EP2 EP2 EP3 EP2 EP2 EP2 EP2 EP2 EP2 EP2 EP3 EP2 EP2 EP2 0 EP2 EP2 EP2 EP2 TRUSS MF -2 PLATE LAYOUT SYMMETRIC ABOUT CL 03 00 oo W18x65 HSS8x6x1/2 4 X S459 S418 HSS8x6x1/2 HSS8x6x1/2 111 111 )7-5 7/ 8" 0 EP4 0(14 PLATES) 0 TRUSS MF -1 8'-7 1/2" 3 S459 S418 \11 V22 0 HSS8x6x1/2 HSS8x6x1/2 W18x65 �X5 PARTIAL FLO3 SLA3 PLA SCALE: 1/8" = 1'-0" REVISION BY APPROVED 1592,3,5 6 5459 DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP D33205-01 MWZ JPT 06.16.17 HSS6x6x1/4 BEAM BELOW HSS8x6x1/2 BEAM BELOW S459 S417 TYP AT WF BEAM 17'-4" TYP AT GRID X1 AND X7 4 5459 S417 19,-9" i-- -IRUSS—ME.=-2---- W16x31 N I 03 1 (D% X W24x55 x CO CO 00 W8x13 DIAGONAL DIAPHRAGM BRACING, 'TOS=29'-10" 1 S459 5417 SIM TYP HSS6x6x1/4 BEAM BELOW 1 1/2"x18 GA METAL DECK, TYP TOS=30'-0" S459 S417 TYP AT HSS COL HSS8x6x1/2 BEAM BELOW TOS=17'-0", TYP AT BM BELOW UNO N 03 CO IN x N 1� I 1 16x31 W112x14 HSS6x6x1/4 BEAM BELOW W12x14 /12x14 W24x55 IN N W24x55 W8x13 DIAGONAL DIAPHRAGM BRACING, TYP TOS=29'-10" OPEN J TYP 6 W16x31 11 S459 S417 W16x31 X3 TYP ®WF COL / Q (ABOVE) r U TYP ©WF COL (BELOW) S417 S459 S417 S459 23 MECH UNIT (200Q LBS MAX) TRUSS W8x13 MF -1 W16x31 HSS6x6x1/4 BEAM BELOW STEEL GRATING PER GENERAL NOTES TOS=17'-0" W8x13 J L PARTIAL PLATFO SCALE: 1/8" = 1'-0" v ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY PLA\ PT1 S42,3,5 61S459 DEPT. DATE DRAWN M. ZIEMANN DATE 06.16.17 CHECKED ENGINEER CHECKED APPROVED APPROVED �X 6 \E AL \OTES 1. SEE SHEET S242 FOR BRACED FRAME AND TRUSS MOMENT FRAME ELEVATIONS. 2. EQUIPMENT EMBED PLATES ARE CALLED OUT AS EPX. SEE SHEET S418 FOR BASEPLATE DETAILS AND NOTES. 3. SEE DETAIL 1/S417 FOR TYPICAL WIDE FLANGE BEAM TO BEAM CONNECTION. 4. SEE DETAIL 2/S417 FOR WIDE FLANGE BEAM TO HSS COLUMN CONNECTION AND DETAIL 5/S417 FOR HSS BEAM TO HSS COLUMN CONNECTION. 5. GRAVITY MOMENT CONNECTIONS SHOWN THUS ON PLANS. SEE DETAIL 10/S417 FOR BEAM TO BEAM MOMENT CONNECTION. 6. STEEL GRATING SHALL BE W-19-4 WITH 1 1/4"x1/8" BARS AT 1 3/16" OC, UNO. PROVIDE SADDLE CLIPS AT EACH CORNER OF PANEL AND SERRATED TOP SURFACE. 7. LOCATION OF EMBED PLATES SHOWN IS TO BE VERIFIED WITH THE MANUFACTURER'S REQUIREMENTS. CONTRACTOR TO COORDINATE. EFE E\CE D�AWI\GS S-34 TAPE LAYER MACHINE FOUNDATION S-35 TAPE LAYER MACHINE FOUNDATION DETAILS CO\ST�UCTIO\ \OTES EXISTING W6x25 CONTINUOUS WIDE FLANGE RAIL EMBEDDED IN MACHINE FOUNDATION (TO REMAIN), TYPICAL OF 4. EMBED PLATE WITH EPDXY ANCHORS, TYPICAL. SEE SHEET S418 FOR LAYOUT, ANCHORAGE AND INSTALLATION. PRIOR TO ANCHOR INSTALLATION, GC SHALL X—RAY SLAB TO LOCATE MACHINE FOUNDATION TOP REINFORCING. DO NOT CUT EXISTING REINFORCING. HSS4x4x1/4 CENTERED UNDER HANDRAIL POSTS, TYPICAL. TOP OF STEEL = 29'-10". SEE DETAIL 6/S418. NEW PENETRATION IN EXISTING EXTERIOR WALL. SEE DETAIL 9/S417. LOCATE IN ELEVATION TO AVOID EXISTING WIND GIRTS AND BRACES. DIAGONAL BRACE CONNECTION PER DETAIL 13/S417, TYPICAL > PENETRATION IN METAL DECK. SEE DETAIL 6/S417. SEE DETAIL 7/S418 FOR TYPICAL LANDING EDGE DETAIL. EXISTING COLUMN TO REMAIN. DO NOT DEMO FOOTING. PROVIDE W8X13 FRAMING CENTERED BELOW MECHANICAL UNIT CURB ON ALL EDGE. ISSUE FOR PERMIT 06.16.17 SUBTITLE FLOOR AND PLATFORM FRAMING PLAN TITLE STRUCTURAL MASTER ADC THERMOPLASTICS BUILDING 09-101 DEV. CENTER, WA RECEIVED CITY OF TUKWiLA JUN 21 2017 PERMIT DLR EVVED FOR DE'COMPLIANCE APPROVED rtibfr 2017 Architecture E gineering Planning Interiors City of Tukwila BUILDING DIVISION CURRENT REVISION SYMBOL D33205-01 0 sic Alt ...—_- 06.16.17 SHEET S459 JOB NO. D33205-01 COMP NO. DWG NO. 09-101—S45 9-1 un : GRUNGAMORNCHAI: 6/12/2017 4:34:31 V EC-A\ICAL HVAC LEGE\ 9 LEGE\D GE\E�AL G-\EAL GE\EAL S„GGESTED A33EVIATIO\S SUGGESTED A33EVIATIC\S SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION A ANCHOR LAT LEAVING AIR TEMPERATURE (°F) 24/12 IL RECTANGULAR DUCT, FIRST NUMBER 11 RECTANGULAR DUCT, SQUARE ELBOW AAV AUTOMATIC AIR VENT LBS, # POUNDS INDICATES SIZE FOR SIDE SHOWN 1 WITH TURNING VANES R THERMOSTAT, REMOTE, CEILING 24/12 f �_ AD ACCESS DOOR LWT LEAVING WATER TEMPERATURE (°F) f -'�- ADD ANGULAR DOWN DISCHARGE MA MIXED AIR 24/12 DUCT SHOWN IN SECTION, ARROW I AF AIR FOIL WHEEL MAX MAXIMUM G E \ E SAL \ ETES IL RECTANGULAR DUCT, RADIUS VANED ELBOW TT TEMPERATURE TRANSMITTER AFF ABOVE FINISHED FLOOR POINTS TO SIDE CALLED OUT FIRST MBH HEAT CAPACITY (1000 BTUH) AHU AIR HANDLING UNIT MCC MOTOR CONTROL CENTER 1 • DESIGNATES EQUIPMENT APPEARING ON AP ACCESS PANEL MIN MINIMUM MECHANICAL EQUIPMENT SCHEDULES. b 240 S ROUND DUCT, NUMBER INDICATESAUD ANGULAR UP DISCHARGE EXTRACTION GRID H HUMIDISTAT CEILING AVG AVERAGE MOV MOTOR OPERATED VALVE 240 DIAMETER MTD, MTG MOUNTED, MOUNTING j f BI BACKWARD INCLINED WHEEL BDD BACK DRAFT DAMPER 2. DIFFUSERS WITHOUT ARROWS TO INDICATE AIR :7 24/120 9 OVAL DUCT, FIRST NUMBER INDICATES HS BF BELOW FLOOR NC NORMALLY CLOSED FLOW DIRECTION ARE FOR FLOW IN ALL 24/12 MAJOR DIAMETER, SECOND NUMBER INDICATES MINOR DIAMETER PM---� FLEXIBLE DUCT HANDSWITCH BFP BACKFLOW PREVENTER NIC NOT IN CONTRACT NO NORMALLY OPEN / NUMBER DIRECTIONS (TWO DIRECTIONS FOR LINEAR j j BHD BOTTOM HORIZONTAL DISCHARGE DIFFUSERS). ARROWS ARE USED TO INDICATE BHP BRAKE HORSE POWER NTE NOT TO EXCEED SCALE DESIRED AIR FLOW DIRECTIONS IN OTHER CASES. SUPPLY AIR DUCT, SQUARE OR RECTANGULAR ELBOW FACING TOWARDS LIFLEXIBLE DUCT CONNECTION ciD DUCT TYPE SMOKE DETECTOR BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE NTS NOT TO NPSH NET POSITIVE SUCTION HEAD 3. ALL MATERIALS, EQUIPMENT AND INSTALLATIONS SHALL CONFORM TO SIDEWALL SUPPLY AIR DIFFUSER, BOS BOTTOM OF STEEL OA OUTSIDE AIR .x.' SUPPLY AIR DUCT, SQUARE OR BTU BRITISH THERMAL UNIT OBD OPPOSED BLADE DAMPER PROJECT #12281.00 SPECIFICATIONS RECTANGULAR ELBOW FACING AWAY 100 CFM GRILLE OR REGISTER AND CFM qDDUCT TYPE HEAT DETECTOR BTUHBRITISH THERMAL UNIT PER HOUROFOVERFLOW 4' AIR FLOW BW BUTTWELD OS&Y OUTSIDE SCREW AND YOKE 4. HVAC DUCT SHALL BE SEALED PER THE REQUIREMENTS C COMMON OD OUTSIDE DIAMETER OF THE WSNREC AND SPECIFICATION 15800. EXHAUST, RETURN OR SUPPLY AIR DUCT _�.___ SIDEWALL RETURN/EXHAUST AIR GRILLE 2 STATIC PRESSURE REGULATOR CV CONSTANT VOLUME ROUND, ELBOW FACING TOWARDS 100 CFM OR REGISTER AND AIR FLOWCv FLOW COEFFICIENT PBD PARALLEL BLADE DAMPER 5. DUCT INSULATION SHALL BE PER THE REQUIREMENTS °C TEMPERATURE DEGREES CELSIUS PD/LP PRESSURE DROP OR DIFFERENTIAL PRESSURE OF THE WSNREC AND SPECIFICATION 15290. - PDI PLBG. & DRAINAGE INSTITUTE -F17). EXHAUST, RETURN OR SUPPLY AIR DUCT ;"'"4--T SCREENED OPENING AND CFM AIR FLOW HTEMPERATURE CAP CAPACITY COIL POSPOSITION 6. AIR BALANCING SHALL MEET THE REQUIREMENTS OF ROUND, ELBOW FACING AWAY 100 CFM SENSOR, HUMIDITYCCCOOLING PRESS PRESSURE THE WSNREC AND SPECIFICATION 15990. IL SENSOR, DUCT MOUNTED CCW COUNTER CLOCKWISE ROTATION PRV PRSSURE REGULATING VALVE CFM CUBIC FEET PER MINUTE SWITCH 7. EXHAUST AIR OR RETURN AIR DUCT, Ir SUPPLY OUTLET, CEILING TYPE, CH CANOPY HOOD PS PRESSURE MECHANICAL COMMISSIONING SHALL BE PER THE IL _/7' SQUARE OR RECTANGULAR, ELBOW — L - I 400 FM DIFFUSER OR GRILLE, SQUARE OR T SPACE TEMPERATURE SENSOR CI CAST IRON PSIG PRESSURE - POUNDS PER SQUARE INCH, GAUGE PRESSURE RELIEF VALVE REQUIREMENTS OF THE WSNREC AND SPECIFICATION FACING TOWARDS 1 I RECTANGULAR AND CFM AIR FLOW (4 TYP) CENTER LINE PSV (SAFETY) 15990. q EXHAUST AIR OR RETURN AIR DUCT,�� CONN CONNECTION PDC PRESSURE DIFFERENTIAL CONTROL SQUARE OR RECTANGULAR, ELBOW 1111111 -SUPPLY OUTLET, CEILING TYPE, ROUND �T N NIGHT THERMOSTAT CPLG CPU COUPLING CONDENSATE PUMP UNIT PDS PRESSURE DIFFERENTIAL SWITCH E FE E \ C E SAW I \ G S 77. _ AND CFM AIR FLOW SEE NOTE 4) ( RA REVERSE ACTING (CONTROLLER) / RETURN AIR FACING AWAY 400 CFM THERMOSTAT, CEILING CRU COMPUTER ROOM COOLING UNIT RECT RECTANGULAR TRANSITION RECTANGULAR TO T CW CLOCKWISE ROTATION, COLD WATER(DOMESTIC) REF REFERENCE LINEAR DIFFUSER AND CFM AIR FLOW CWP CHILLED WATER PUMP RH RELATIVE HUMIDITY .f_____cFl, RECTANGULAR, ROUND TO ROUND DA DIRECT ACTING OR OVAL TO OVAL 100 CFM (SEE NOTE 4) SD SMOKE DETECTOR DB DRY BULB TEMPERATURE RM ROOM ROT ROTATION DBD DOWN BLAST DISCHARGE RPM REVOLUTIONS PER MINUTE DIAMETER TRANSITION AT TAKE OFF -�-'� RETURN/EXHAUST REGISTER OR GRILLE,DIA,0 CFM AIR FLO DEIONIZED SUPPLY READ REQUIRED 100 CFM CEILING DUCT TYPE AND DIS WATER DIR DEIONIZED WATER RETURN RTN RETURN TRANSITION SQUARE OR RECTANGULAR DN DOWN S SPRINKLER ci RETURN/RELIEF GRILLE, CEILING TYPE, DS DOWNSPOUT SA SUPPLY AIR, SOUND ATTENUATOR b TO ROUND OR OVAL / .1-� NON -DUCTED DWG DRAWING SAG SUPPLY AIR GRILLE SAR SUPPLY AIR REGISTER UP dB DECIBELS EA EXHAUST AIR / EACH SCFM CUBIC FEET OF AIR, AT STANDARD CONDITIONS DOWN —� UNIT HEATER EAG EXHAUST AIR GRILLE SD SMOKE DETECTOR -4— DUCT OFFSET UP OR EAT ENTER AIR TEMPERATURE CAPACITY CO \ STS U CTI C \ \OTES DOWN (°F) SHC SENSIBLE HEAT EFF EFFICIENCY SHF SENSIBLE HEAT FACTOR LI OPPOSED BLADE DAMPER LINED DUCT ELL ELBOW ELEV, EL ELEVATION SO SCREENED OPENING SOV SOLENOID OPERATED VALVE ESP EXTERNAL STATIC PRESSURE SP STATIC PRESSURE EVAP EVAPORATOR SQ SQUARE EWT ENTERING WATER TEMPERATURE SRV SAFETY RELIEF VALVE PARALLEL BLADE DAMPER SOUND ATTENUATOR IL EXH EXHAUST SS STAINLESS STEEL EXIST EXISTING STL STEEL EXT EXTERIOR /EXTERNAL SW SOCKET WELD VOLUME DAMPER ____ ACCESS DOOR LINED DUCT WITHfVDJ SUCT SUCTION �Illt AND SMOKE DAMPER °FF TEMPERATURE - DEGREES FAHRENHEITFILTER SV SAFETY RELIEF VALVE f f vD� f 1 1 FC FORWARD CURVE WHEEL TT TEMPERATURE TRANSMITTER FCO FLOOR CLEAN OUT TDH TOTAL DYNAMIC HEAD (FEET OF WATER) — . DUCT DAMPER, MOTOR OPERATED LINED DUCT WITH AXIAL FLOW FAN FD FIRE DAMPER TEMP TEMPERATURE (ELECTRIC OR PNEUMATIC) FH FUME HOOD I7l1 FLR FLOOR TH TOTAL HEAD (FEET OF WATER) FO FAIL OPEN THC TOTAL HEAT CAPICITY i. k ---- BACK DRAFT DAMPER (ALLOWS IN DIRECTION OF ARROW) CENTRIFUGAL FAN FOB FLAT ON BOTTOM FOF FACE OF FLANGE THD TOP HORIZONTAL DISCHARGE THRD THREADED BDD FLOW FOIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR TOD TOP OF DUCT FOT FLAT ON TOP TOS TOP OF STEEL it j .f BLAST GATE DAMPER :;: CENTRIFUGAL FAN W/INLET GUIDE VANES FPM FEET PER MINUTE FS FLOW SWITCH TOP TOP OF PIPE TP TOTAL PRESSURE, TRAP PRIMER FT FEET TPV TRAP PRIMER VALVE AD OR AP FUD FUNNEL DRAIN TS TEMPERATURE SWITCH ACCESS DOOR (AD) OR �•. DIRECTION PRESSURE ACCESS PANEL (AP) SUPPLY AIR FLOW FV FACE VELOCITY (FPM) TSP TOTAL STATIC VANE GAL GALLONS TV TURNING GPM GALLONS PER MINUTE TYP TYPICAL FD SD GALV GALVANIZED UBD UP BLAST DISCHARGE 111111111111 FIRE/SMOKE DAMPER (1 HOUR) ---AT---' RETURN, OUTSIDE OR EXHAUST AIR GA GAGE, GAUGE UH UNIT HEATER FD/SD FLOW DIRECTION HC HEATING COIL V VENT f 1 HD HEAD - FEET OF WATER VAV VARIABLE AIR VOLUME FD2 SD HORIZ HORIZONTAL VSD VARIABLE SPEED DRIVE RECEIVED MEE FIRE/SMOKE DAMPER (2 HOUR) 0 TIMER SWITCH HP HORSEPOWER • VD VOLUME DAMPER DLR Group CITY OF T U 6,`, ILA }FD2/SD j HPC HIGH PRESSURE CONDENSATE VP VELOCITY PRESSURE Architecture Engineering Planning Interiors f JUS! 21 2011 HR HOUR HVAC HEATING, VENTILATING AND AIR CONDITIONING VERT VERTICAL VTA VENT TO ATMOSPHERE . ELECTRIC MOTOR PROPELLER FAN HPU HEAT PUMP UNIT VTR VENT THROUGH ROOF PERMITCENTER HTG HEATING HW DOMESTIC HOT WATER WB WET BULB TEMPERATURE ID INSIDE DIAMETER OF WATER) `- EA IN-LINE FAN MS MOTOR STARTER IE INVERT ELEVATION WG WATER GAUGE (INCHES W/ WITH ISSUE FOR PER u C(�MPL IGV INLET GUIDE VANE WCO WALL CLEAN OUT a K E ANR E IN INCHES IWC INDUSTRIAL WASTE CONTAINMENT WHA WATER HAMMER ARRESTOR q 06.16 17 . APPROVED fi I I ROOF CURB MOUNTED EXHAUST 13 1 JUL 2 2017 lM� FAN (CONTROLSYMBOL) KVA KILOVOLT -AMPERE City of Tukwila • BUILDING DIVISION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE .��. ci ` w A'`�4, ACCEPTABILITY DRAWN GUIDE R. DATE 06.16.17 SUBTITLE � BBRE\ I ATIONS MECHANICAL LEGENDS & ABBREVIATIONS CURRENT REVISION D33205-01 SYMBOL 3 06.16.17 o / THIS DESIGN AND/OR CHECKED /1DDR V /`1 1 CAFETERIA - IFP 12254733 HGI SEL 06.04.12 +►. ��, ro. SPECIFICATION IS APPROVED SHEET ENGINEER 2 CAFETERIA - IFC 12254733 HU SEL 06.18.12 ® o �' APPROVED BY DEPT. DATE TITLE ADC THERMOPLASTICS AFP I\/IO/\ AMEarAeMr A�o1�4cl CHECKED A ADC HVAC UPGRADE 21406-W01969369 SAZAN/FPW 10.25.130? sm`{° $4Y$ BUILDING 09 101 JOB N0. COMP NO. DRAWING 21406-W01969369 SAZAN/FPW 11.20.14 SS��HAL��'�t` ` APPROVED - D33205-01 - RECORD DWG NO. B ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.16.17 67 Ac 11. APPROVED MECHANICAL MASTER DEV. CENTER, WA 09 -101 -MOA •••".• .°° IAIAC' nn 1n1 AA1 un : GRUNGAMORNCHAI: 6/12/2017 4:34:31 SYM REVISION DUCT SEAR\T SCHEDULE UNCONDITIONED SPACE SUPPLY AIR DUCT MATERIAL PRESSURE CLASSES: INLET/NECK SIZE, INCHES 2 INCH WG AND LOWER SEAL CLASS A HIGHER THAN 2 INCH WG SEAL CLASS A EXHAUST DUCT SEAL CLASS A RETURN AIR DUCT SEAL CLASS A CONDITIONED SPACE SUPPLY AIR DUCT .092 PRESSURE CLASSES: TITUS MODEL NO. 50F W/BORDER TYPE 3 (1/2" X 1/2" X 1" EGGCRATE GRILLE) 2 INCH WG AND LOWER SEAL CLASS A HIGHER THAN 2 INCH WG SEAL CLASS A EXHAUST DUCT SEAL CLASS A RETURN AIR DUCT SEAL CLASS A BY APPROVED DATE SYM AR DIFFUSE / REG STEL / GRILLE (AR) SCHEDULE MARK NUMBER TYPE MATERIAL FINISH INLET/NECK SIZE, INCHES MAX. NOISE COEFFICIENT MAX. TP INCH WG. MAXIMUM SET CFM MANUFACTURER (Sc MODEL NUMBER RG -1 RETURN AIR GRILLE ALUMINUM BAKED -ON ENAMEL #25 WHITE 24/16 11 .092 VARIES TITUS MODEL NO. 50F W/BORDER TYPE 3 (1/2" X 1/2" X 1" EGGCRATE GRILLE) RG -2 RETURN AIR GRILLE ALUMINUM BAKED -ON ENAMEL #25 WHITE 42/36 11 .092 VARIES TITUS MODEL N0. 50F W/BORDER TYPE 3 (1/2" X 1/2" X 1" EGGCRATE GRILLE) SD -1 SUPPLY AIR DIFFUSER STEEL BAKED -ON ENAMEL #25 WHITE 10"o 18 .043 350 TITUS MODEL "TMSA" 24/24 FACE EXHAUST FAN (EF) SCHEDULE I�PM�ER LOCATION AREA SERVED EXHAUST FAN REMARKS FAN SIZEEEL (INCHES) CFM ESP INCHES WG RPM DRIVE SIDE MOTOR HP VOLTS/PH EF -1 ROOF 2ND FLOOR CLG PLENUM 30 8100 0.375 783 V -BELT 1-1/2 480/3 GREENHECK VABS-30F14-I-15, CENTRIFUGAL ROOF EXHAUSTER COIL ROWS CAPACITY,MBH SENSIBLE EAT.°F H2O FLOW GPM EWT °F LWT °F MAX.PD FT.WG LAT.'F COIL ROWS SENSIBLE TOTAL AR HA\ DLI\G U\1T SCHEDULE MARK No. LOCATION TYPE FAN FAN MOTORS CHILLED WATER COOLING COIL HOT WATER HEAT COIL MODEL NO. TYPE AIRFLOW SCFM EXT.S.P. IN W.G. HP V/PH MCA HERTZ CAPACITY,MBH EAT.'F H2O FLOW GPM EWT 'F LWT °F MAX.PD FT.WG LAT.°F COIL ROWS CAPACITY,MBH SENSIBLE EAT.°F H2O FLOW GPM EWT °F LWT °F MAX.PD FT.WG LAT.'F COIL ROWS SENSIBLE TOTAL DB WB DB WB DB WB DB WB AHU-1 PT1V21 FLOOR MNT. SIDE FLOW EC PLENUM FAN 6000 1.5 5 460/3 8.06 60 133.8 167.18 75 63 33.5 45 55 4.34 55 54 6 188 55 0 19.3 180 160 4.18 84 0 1 TITUS TBM-H (UNIT SIZE 12) OUTSIDE AIR WITHIN CONDITIONED SPACE X X IN CONCRETE & IN GROUND X X DUCT PESSUE CLASS SCHEDULE DUCT TYPE PRESSURE CLASS SUPPLY AIR DUCT 1-1/2" MINERAL FIBER BLANKET OR BOARD DUCTS CONNECTED TO VARIABLE-AIR-BOLUME AIR -HANDLING UNITS +3 INCH WG. DUCTS CONNECTED TO EQUIPMENT NOT LISTED ABOVE +2 INCH WG. RETURN DUCTS +/-2 INCH WG. EXHAUST DUCTS DUCT MOUNTED DUCTS CONNECTED TO FANS EXHAUSTING (ASHRAE 62.1, CLASS 1 AND 2) AIR -2 INCH WG. DUCTS CONNECTED TO EQUIPMENT NOT LISTED ABOVE -2 INCH WG. OUTDOOR AIR DUCTS 4.5 DUCTS CONNECTED TO AIR -HANDLING UNITS -2 INCH WG. DUCTS CONNECTED TO EQUIPMENT NOT LISTED ABOVE -2 INCH WG. REVISION BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP DD3205-1 DLR GROUP CN 06.12.17 DUCT PESSUE CLASS SCHEDULE DESCRIPT1ON INSULATION TYPE 2" MINERAL FIBER BLANKET OR BOARD 1-1/2" MINERAL FIBER BLANKET OR BOARD 4-1/2" MINERAL FIBER BLANKET OR BOARD MANIFOLDS WEATHER BARRIER 1-1/2 LB/FTA3 SUPPLY AIR (CONDITIONED AIR) DHU-01 COL.W/23 DUCT MOUNTED 61.6 2 6000 STULZ DAH -24 NOT WITHIN CONDITIONED SPACE 4.5 X 251-350 0.29-0.32 200 2.0 X IN CONCRETE & IN GROUND 3.5 3.5 X 0.27-0.30 150 2.0 X WITHIN CONDITIONED SPACE 2.5 2.5 X 0.25-0.29 125 1.5 X 1.5 2.0 2.0 105-140 0.22-0.28 100 1.0 1.0 RETURN AIR 1.5 1.5 COOLING SYSTEMS (CHILLED WATER AND REFRIGERANT) 40-60 0.22-0.28 100 1.0 NOT WITHIN CONDITIONED SPACE 1.5 X 1.5 <=40 0.22-0.28 100 X IN CONCRETE & IN GROUND 1.5 1.5 X X OUTSIDE AIR WITHIN CONDITIONED SPACE X X IN CONCRETE & IN GROUND X X DUCTS & PLENUMS SERVING AS PART OF BUILDING ENVELOPE X X gBOE/iV) - Jun 15 2017 10:29 AM ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. CHECKED ULTRA-SO\IC HUvIDIFIER SCHEDULE MARK No. LOCATION TYPE TOTAL CAPACITY LBS/HR MANIFOLDS REMARKS QUANT. FAN ASSIST CFM DHU-01 COL.W/23 DUCT MOUNTED 61.6 2 6000 STULZ DAH -24 3.5 4.5 4.5 251-350 0.29-0.32 200 2.0 NOTE: 1. PROVIDE DEMI-CABINET DEIONIZER DI -2.0 TWO 2 CUBIC FT. BOTTLES. PIPE I\SULATIO\ THICK\ESS SCHEDULE FLUID DESIGN OPERATING TEMPERATURE RANGE, (F) INSULATION CONDUCTIVITY NOMINAL PIPE OR TUBE SIZE - IN BTRU-IN/ (HR -SF -F) MEAN RATING TEMP F <1 1 TO <1-1/2 1-1/2 TO <4 4<8 >8 HEATING SYSTEMS (STEAM, STEAM CONDENSATE AND HEATING HOT WATER) >=350 0.32-0.34 250 3.0 3.5 3.5 4.5 4.5 251-350 0.29-0.32 200 2.0 3.0 3.5 3.5 3.5 201-250 0.27-0.30 150 2.0 2.0 2.5 2.5 2.5 141-200 0.25-0.29 125 1.5 1.5 1.5 2.0 2.0 105-140 0.22-0.28 100 1.0 1.0 1.5 1.5 1.5 COOLING SYSTEMS (CHILLED WATER AND REFRIGERANT) 40-60 0.22-0.28 100 1.0 1.0 1.5 1.5 1.5 <=40 0.22-0.28 100 1.0 1.5 1.5 1.5 2.0 DATE 06.16.17 SUBTITLE DLR Group Architecture Engineering Planning Interiors RECEIVED CITY OF TUKWiLA JUN 21 2017 PERMIT CENTER ISSUE FOR PERMI 06.16.17 MECHANICAL EQUIPMENT SCHEDULES CURRENT REVISION DD3205-1 SYMBOL° ODE COMP APPRO JUL 21 FOR IANCE D 17 ila BUILDING DIVISION sic DATE 06.12.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 COL. DEV. CENTER, WA SHEET M1V JOB NO. COMP NO. DWG NO. 09-101-M1V GRUNGAMORNCHAI: 6/12/2017 4:33:00 PM 4" AIR & VAC UP (FOR CONT. SEE 9-101-C\\IM147 SYM TNMt37 - TNM137 TN 3"V I di s ka" " 11111 Sol; - I 'A 1" PUMPED WASTE(ABANDONED) 1"H PC 6" HARD VACUUM II & 4" VAC I 4"CA TUNNEL # 2"SAN 3'V (TYP 8 PLACES) r -- I r7 I I; I 0 L -- Fr -7 — — "LC TNM142 TNM502 TNM142 TNM502 TNM142 TNM502 1" PUMPED WASTE (ABANDONED) 4" SAN ANCHOR (TYP 3) MODIFY EXISTING FLOOR INCLUDE FUNNEL. DISCH 3/4"CD INTO FLOOR DRA AIR GAP. )RAIN TO GE N WITH 2"SAN FD TUNNEL TUNNEL LINOVECTOR ELEMENT 8'x 14"C-44-40 W/CX COVER (TYP 4) 14" SFCA COMPENSATOR (TYP 4) " CD 4" SAN LEGE\I A - CD PC HPC LPC STM - HPS G CW HW PW - --STS--- - --RWLVAC SAN D - CLWS CLWR HWC V EG LN2 IWP COMPRESSED AIR CONDENSATE PUMPED CONDENSATE HIGH PRESSURE CONDENSATE LOW PRESSURE CONDENSATE STEAM PIPING HIGH PRESSURE STEAM GAS DOMESTIC COLD WATER DOMESTIC HOT WATER SUPPLY PROCESS WATER STORM SEWER RAIN WATER LEADER PROCESS VACUUM (VAC 18c2) SANITARY SEWER DRAIN COOLING WATER SUPPLY COOLING WATER RETURN DOMESTIC HOT CIRCULATING WATER VENT ETHYLENE GLYCOL HYDRAULIC SUPPLY HYDRAULIC RETURN HYDRAULIC DUMP LIQUEFIED NITROGEN INDUSTRIAL WASTE PUMPED Llf EXPANSION JOINT / PIPE GUIDE SAL \OTES 6" HARD VACUUM I VAC -II -13 VAC II 4" VAC I 4" CA LINE 4 r.: 1 SLOPE 3/4"i DOWN TOWAR EXISTING FLO 11� TUNNEL R DRAIN VAC -I-12 VAC I VAC -II -12 VAC 11 CA -22 CD AIR 6" HARD VACUUM II 4" VAC I "CALINE 1. COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE-SPECIFIC PREFERENCES: `1 T (,) --r 2" CA 2" VA th II (`) (-) (`) 1-1 J REVISION TUNNEL PLUMBING & PIPING DETAIL TNM142 I TNM501 0 2" VAC II TWO 1"0 VACUUM LINES w/2"X2"X1" TEES IN THE 2"0 LINE. SEE DWG. 1M145 FOR THE PIPING CONTINUATION. BY APPROVED ./ DATE ./ SYM " CA TWO 1"0 COMPRESSED AIR LINES W\2"X2"X1" TEES IN THE 2"0 LINE. SEE DWG. 1M145 : 0R TI-rE: PIPING CONTINO ION. 1"CA UP 1 "VAC UP " VAC II REVISION 2" VAC 1 1"VAC UP 1"CA UP TRENCH (TYP) (-) ./ (-1 1"VAC UP 1"VAC UP BY APPROVED DATE 1 TWO 1''0 VACUUM LINES w/2"X2"X1" TEES IN THE 2"0 LINE. SEE DWG. 1M145 FOR THE PIPING CONTINUATION. TWO 1"0 COMPRESSED AIR LINES W\2"X2"X1" TEES IN THE 2"0 LINE. SEE DWG. 1M145 FOR THE PIPING CONTINUATION. 1 (^1 r^1 (-1 ./ ./ ./ TWO 1"0 VACUUM LINES w/2"X2"X1" TEES IN THE 2"0 LINE. SEE DWG. 1M142 FOR THE PIPING CONTINUATION. TWO 1'0 VACUUM LINES w/2"X2"X1".TEES IN THE -)2"0 LINE. SEE MG. 1M142 (FdR THE PIPING CONTINUATION. A DRAWING FIELD VERIFIED & UPDATED S.RUDELL R.SQUIRES 10.11.07 F ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.16.17 B DESIGN UTILITIES FOR CTLM #5/6 11870746 M.WONG RWS 05.31.11 C INSTALL POWER N INSTRUMENT VACUUM T.5-22 9-101 W1563890 SAZAN/SS 04.19.13 D 777 FLIPPER CELL 80 FT PANEL ONLOAD W16160449 CEI MS 05.23.14 E RELOCATE (2) XTSB TABLES W4346634 M.WONG 04.18.16 2" VAC II P A� TI AL PLA\ VIEW SCALE: 1/8" = 1'-0" DLR Group Architecture Engineering Planning Interiors " CA ,/ 3/4"CD FROM FIRST FLOOR SEE CONTINUATION ON 2/M456 (i 2 ' VAC II 21.5 PIPE: ASTM 3-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. FOR CA: 2-1/2" OR LARGER: TYPE L COPPER ROLL -GROOVED FITTINGS AND DUCTILE IRON ROLL -GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. FOR VAC: 2-1/2" OR LARGER: TYPE L COPPER SEE NOTE #5. VALVES: 2" AND SMALLER: BRONZE TWO-PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER -LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211xx 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSE AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. TESTING OF THE NEW VACUUM PIPING SHALL USE THE BUILDING VACUUM SYSTEM AND ISOLATE THE NEW PIPING FOR 1 HOUR. THERE SHALL BE NO NOTICEABLE VACUUM LOSS BY LOOKING AT THE VACUUM GAUGE. 3. COORDINATE COMPRESSED AIR PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. 4. PROVIDE PIPE LABELS AND FLOW ARROWS FOR ALL NEW PIPING. 5. FOR 2-1/2" OR LARGER VACUUM, USE VICTUALIC FLUSHSEAL GASKET. \ \OTES TNM142 M456 TNM14 TNM145 TNM146 TTc TNM110 TNM111 TNM112 TNM113 TNM114 TNM115 TNM116 TNM117 TNM118 TNM119 TNM120 TNM121 ISSUE FOR PERMIT 06.16.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN GUIDE R. CHECKED ENGINEER DATE 06.16.17 QEF E\CE RECEIVED CITY OF TU WILA JUN 21 2017 AW I \ 0 SIERIVIIT CENTER TIFF 109 -101B -4607-M1 PLUMBING UNDERGROUND PLAN TIFF 109 -101B -4672-M1 PRODUCTION AREA FLOOR PLAN 9-101-M313 9-101-TNM137 9-101-TNM143 9-101-TNM145 9-101 -TN M500 9 -101 -TN M501 9-101 -TN M502 9-101-CWM147 SUBTITLE CA & VAC. FLOW DIAGRAMS TUNNEL PARTIAL PIPING/PLUMBING PLAN TUNNEL PARTIAL PIPING/PLUMBING PLAN TUNNEL PARTIAL PIPING/PLUMBING PLAN TUNNEL 14 PLAN, SECTIONS &` RDETAILS TUNNEL 14 PLAN, SECTIONS & DETAILS TUNNEL 14 PLAN, SECTIONS & DETAILS EAST AN EX CATWALK PLUMBING PLAN PLUMBING PLAN TNM122 TNM123 TNM124 TNM125 TNM126 TNM127 TNM128 TNM129 TNM 130 TNM131 TNM132 TNM133 TNM135 TNM 140 TNM136 TNM 141 TNM 144 KEY PLAN SCALE: NONE CURRENT REVISION D33205-01 SYMBOL TNM137 TNM138 0R ANC D JUL 21 2017oi M y of Tukwila ING DIVISION u) 06.16.17 CHECKED Cv isII Jun 15 2017 10:31 AM APPROVED APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 9-101.1 MECHANICAL MASTER COL. S -W/21-22 DEV. CENTER, WA TNM142 JOB NO. DWG NO. D33205-01 COMP 09 -101.1-TNM 142 ENLARGED TUNNEL PARTIAL PLAN TNM143 TNM502 (Sc TNM138 — 2"SAN -1 (TYP 8 PLACES) T .M143 TNM502 td -c 1i" SFCA COMPENSATOR TNM143 TNM503 (TYP 3) LINOVECTOR ELEMENT 8'x11"C-44-40 W/CX COVER (TYP 4) SEE DWG. TNM138 FOR CONTINUATION ANCHOR 2"SAN (TYP 5) 1 I"LPC 6" CA LINE CA -18 VAC—II-13 1"CW UP TO EWC-1 6" VAC II UP 4" VAC I UP 4" CA UP, 1/2" C.W. UP 1NM503 TNM143 FD 1" PUMPED WASTE (ABANDONED) 4" SAN VAC—I-16 HARD 11 -LPC FD (040-2 0 4 i" CW —, ate— 2" CA 1"A--1„.------2" HARD VACUUM II 6" HARD VACUUM II 4" VAC I 4" CA LINE n VAC l CW 2" CA 2" HARD VACUUM II P-51 A 4" PUMPED SAN. P -51B -i1- PUMP MOTOR CONTROL PNL� 3/8"A (1) 3/8 "VAC (1,y TNM143 TNM502 3/8"A (1) 3/8"VAC (1) TNM143 TNM502 1"A 1 TNM143 M605 TNM143 M605 1" CA LINE UP 1" VAC. LINE UP 3/8„A (1) 3/8"VAC (1) (SIMILAR) TNM143 TNM502 2"X2"X1" VAC TIE—IN 2"X2"X1" CA TIE—IN 3/8"A (1) 3/8"VAC (1) UP TO UTILITY OUTLET (TIP) 2,c)�� TRENCH (TYP) (SIMILAR) TNM143 TNM502 11 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWING FIELD VERIFIED & UPDATED S.RUDELL R.SQUIRES 10.11.07 A DC FREEZER ADDITION J#16262 WH MBL 04.12.13 DC FREEZER ADDITION — RECORD DRAWING J#16262 WH MBL 05.07.14 B ADC THERMOPLASTIC AFP D33205-01 DLR GROUP CN 06.16.17 BOE/ TNM143 TNM503 ENLARGED TUNNEL PARTIAL PLAN DLR Group �{NM143lINM503 Architecture Engineering Planning Interiors "tose 5 ISSUE FOR PERMIT 06.16.17 LEGEND: A COMPRESSED AIR CW DOMESTIC COLD WATER D DRAIN LPC LOW PRESSURE CONDENSATE - HW DOMESTIC HOT WATER SUPPLY - PW PROCESS WATER IWP INDUSTRIAL WASTE PUMPED V VENT - RWL RAIN WATER LEADER SAN SANITARY WASTE VAC PROCESS VACUUM (VAC I&II) 6 SIMPLEX AIR OUTLET GE\ HAL OTES BURIED COMPRESSED AIR PIPING: 2 1/2" & LARGER — SCH 40, BLACK CARBON STEEL WITH WELDED FITTINGS. 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. EFEH CE D AWI\GS TIFF 109-1018-4607—M1 PLUMBING UNDERGROUND PLAN TIFF 109 -101B -4735—M1 TRENCH PIPING TIFF 109 -101B -4672—M1 PRODUCTION AREA FLOOR PLAN 9-101—M313 CA & VAC. FLOW DIAGRAMS 9-101—TNM138 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101—TNM142 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101—TNM146 TUNNEL PARTIAL PIPING PLUMBING PLAN 9-101—TNM503 TUNNEL #14 PLAN, SECTIONS & DETAILS CO\ STS CTI O \ OTES RECEIVED CITY OF T IMM P JUN 21 2011 r T -V T T T T TNM110 TNM111 TNM112 TNM113 TNM114 TNM115 TNM116 TNM117 TNM118 TNM11S TNM120 TNM121 TNM122 TNM123 TNM124 TNM125 TNM126 TNM127 TNM128, TNM129 TNM130 TNM131 TNM132 TNM133 1_A TNM134 TNM135 TNM136 TNM137 TNM138 11 TNM139 TNM140 TNM141 TNM142 STN (l4 '%___ 1t.4. TNM145 TNM146 MIT CENTER KEY PLAN SCALE: NONE 0 16 SCALE: 1/8 = ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. CHECKED DATE 06.16.17 SUBTITLE PLUMBING PLAN CURRENT REVISION D33205-01 SYMBOL FOR CODE COMPLIANCE APPROVED JUL 21 2017 City of Tukwila BI CEDING DIVISION Obi1`6T7 APPROVED BY DEPT. DATE ENGINEER CHECKED 62 t 1� Jun 15 2017 10:31 AM APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTIC AFP BUILDING 9-101.1 COL. W—Z/21-22 SITE SHEET TNMI43 JOB NO. COMP NO. DWG NO. 9-101.1—TNM143 CL ai GRUNGAMORNCHAI: 5/11/2017 0 () SYM _) C _ ) 2" VAC 2" CA 2" VAC 2" CA 2" CA 2" VAC 2" VAC 2" CA �" 2" CA \ (:' t_) 0 C:) i % C) I 1 CA UP 1"VAC U r ' ;' { :, % %:) %% P.O.C. ! I I I I C ; C, I ' ;' i) I ;; : ;' I ' ! I ; i) i t) (' 4 =) 1 ( TRENCH PIPING DETAIL 4111111k 0 0 t_) l_) r % TNM145 0:' TNM501 r) ; (� % I P.O.C. 1 1 I 1�' G r C`'' ”1"CA „._,....‹ c' 1--1 r - -2 ' . '---1„VAC I UP UP CA P.O.C. P.O.C. 1 r »�q2AC+ P. .C. I i r. I i o w 1 (ABANDON P.O.0 — -', -', -`, '`, —`, » l 1 VAC --e I p I• : I ; "�, ; -moi -�, f' s, f —\, f '`, 1 'vA� „CA I TRENCH (TYP) t,) l__; l_ ; t, ; t, ; t„' I i 1"VAC U' Th 1"CA UP 11„CAUP ! "'VAC UPS . %, 'I e -', I -`, f - , (-�, ; -s, 8-1 -,,_: „� () l,) l ) t) ) i I I I I I I I I I i 1 I 1 -`, 1 - I I ! I i I i , i -', ; -, i) 1 j r 2" VAC ; -,, , -,, ._: Uis 2" VAC a---� C0 1 1 ! I I I i _ o o_ ,i ,, is ._ , i , 0 CD [cfa . .;1 / I -4 1/2" BLK STL PIPE ON FLOOR , l,) l ) l,_) t„) l_) — I I _; 4 SLITTER _ r ;�' kJ 10" VAC 3 (ABANDONED) ' ;. ; ; ! i i, , , C) ,_) r r, ` . ,_ r, r, 8” SD UP C.O. AT FLOOR (TYP) 0 0 .. r r, r, - 16;:i 0 0 ) \_) 011 r, `: :I :::_i �i r 0 I ,f 11;:51 I : I iii) i:) I I`:)1 , —G— () ! ! i iCr:l i � Ic.C;i i) l_) II:;rI I ') 1 ! J ! , 1 , , I i ;) i) , -', , t 1 -', (-1 ; - -', �, ) I l ) l ) t -) ; ,' ! 1 1 1 \`— t-; r-, ; ) r', i ; i”; ' /' TO 10"SD 5'-0" BELOW F.F. SEE DWG C-3 FOR nnninnn innnni\ ;_; r= ; : ;) i :; L 1 0 0 u u0 T ,- '; 0 , REVISION BY APPROVED DATE SYM REVISION BY APPROVED PARTIAL PLA\ VIEW SCALE: 1/8" = 1'-0" DATE A COMP. AIR TO SLITTER MACHINE 56640800 HARR 6/21/06 DRAWING FIELD VERIFIED & UPDATED S.RUDELL S.SQU IRES 10.11.07 B DESIGN UTILITIES FOR CTLM #5/6 11870746 M.WONG RWS 05.31.11 C 777 FLIPPER CELL 80 FT PANEL ONLOAD W16160449 CEI MS 05.23.14 D ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.16.17 EFE ECE AWI\GS TIFF 109 -101B -4607-M1 PLUMBING UNDERGROUND PLAN 9-101-M313 CA & VAC. FLOW DIAGRAMS 9-101-TNM142 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101-TNM146 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101-TNM501 TUNNEL #14 PLAN, SECTIONS & DETAILS DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN GUIDE R. CHECKED ENGINEER TNM142 M456 TNM14 TNM145 TNM 146 LEGE\D A CD PC HPC LPC STM - HPS G CW HW PW STS RWL VAC SAN D - CLWS - CLWR HWC V EG c LN2 IWP L P EXPANSION JOINT COMPRESSED AIR CONDENSATE PUMPED CONDENSATE HIGH PRESSURE CONDENSATE LOW PRESSURE CONDENSATE STEAM PIPING HIGH PRESSURE STEAM GAS DOMESTIC COLD WATER DOMESTIC HOT WATER SUPPLY PROCESS WATER STORM SEWER RAIN WATER LEADER PROCESS VACUUM (VAC 1&2) SANITARY SEWER DRAIN COOLING WATER SUPPLY COOLING WATER RETURN DOMESTIC HOT CIRCULATING WATER VENT ETHYLENE GLYCOL HYDRAULIC SUPPLY HYDRAULIC RETURN HYDRAULIC DUMP LIQUEFIED NITROGEN INDUSTRIAL WASTE PUMPED X PIPE GUIDE PIPE ANCHOR \ E SAL \OTES COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE-SPECIFIC PREFERENCES: PIPE: ASTM B-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. FOR CA: 2-1/2" OR LARGER: TYPE L COPPER ROLL -GROOVED FITTINGS AND DUCTILE IRON ROLL -GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. FOR VAC: 2-1/2" OR LARGER: TYPE L COPPER SEE NOTE #5. VALVES: 2" AND SMALLER: BRONZE TWO-PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER -LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211 xx 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. TESTING OF THE NEW VACUUM PIPING SHALL USE THE BUILDING VACUUM SYSTEM AND ISOLATE THE NEW PIPING FOR 1 HOUR. THERE SHALL BE NO NOTICEABLE VACUUM LOSS BY LOOKING AT THE VACUUM GAUGE. 3. COORDINATE COMPRESSED AIR PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. 4. PROVIDE PIPE LABELS AND FLOW ARROWS FOR ALL NEW PIPING. 5. FOR 2-1/2" OR LARGER VACUUM, USE VICTUALIC FLUSHSEAL GASKET. C0\STRUCTO\ \ OTES RECEIVED CITY OF TUKWILA JUN 21 2017 PERMIT CENTER (U'E TNM110 TNM111 TNM112 TNM113 TNM114 TNM115 TNM116 TNM117 TNM118 TNM119 TNM120 TNM121 TNM122 TNM123 TNM124 TNM125 TNM126 TNM127 TNM128 TNM129 TNM130 TNM131 TNM132 TNM133 TNM135 TNM136 TNM137 TNM138 ISSUE FOR PERMIT 1 TNM 140 TNM141 TNM1--41,M1 JUL 21 2017 D E SUBTITLE 06.16.17 PLUMBING PLAN TITLE ADC THERMOPLASTICS AFP fn i6.- Jun 15 2017 10:31 AM CHECKED APPROVED APPROVED MECHANICAL MASTER BUILDING 9-101.1 COL. S—W/22-23 DEV. CENTER, WA KEY PAN SCALE: NONE City of Tukwila CURRENT REVISION D33205-01 SYMBOL b.1 b.1 / SHEET TNMI45 JOB NO. DWG NO. COMP NO. 9-101.1—TNM145 GRUNGAMORNCHAI: SYM CUUM RESSED AIR TAPE DISP. MACH. T. SEE DWG. M146 TNM146 TNM502 REVISION BY APPROVED DATE SYM 2" VAC II O `3/8"A (1) ) 3/8"VAC (1) TNM146 TNM502 3/8"A (1) x3/8"VAC (1) 2 TNM146 TNM502 %�— TRENCH (TYP) 3/8"A (1) 3/8"VAC (1) TNM146 TNM502 2" CW UP • W/HOSE BIB & VAC BREAKER • o. 8" SD UP 10 r 2" VAC II UP 2 CA UP 2" VAC 11 -� 0 2" CA 3/" CW X3/8 "A (1) 3/8"VAC (1) TNM 146 UP TO UTILITY OUTLET (TYP) " CA I l30 -FO L 1" VAC 2" VAC 11 UP REVISION TO 10" SD 5'-0" BELOW F.F. SEE DWG C-3 FOR CONTINUATION 3/8"A (1) 3/8"VAC (1) ) (SIMILAR) TNM146 TNM502 3/8"A (1) 3/8"VAC (1) b R)— TNM146 TNM502 3/8"A (1) \ 3/8"VAC (1) y (SIMILAR) TNM146 TNM502 Q r$ re' HI - 3/4" CW 1" C (SIMILAR) TNM502 3/4" C THAW ROOM 1 1Y22 1" VAC CA UP_ r BY APPROVED DATE - ADD POWER, AIR HK VACUUM J#546111-00 C.HARRAH RWS 06.08.04 D FLIPPER TOOL VAC SUPPLY W016154470 RDS RDS 5-8-14 B RELOCATE DEV -TEST - IFC WH_11047.006 WH JDM 06.23.11 E ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.16.17 C REDLINES CD07 11047.006 NC WH GV 09.05.12 A ADC WH GV 04.01.13 - RECORD SET Q� BOE/NG0 SEE DWG 1M146 FOR CONTINUATION (TYPICAL) DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN GUIDE R. CHECKED ENGINEER CHECKED APPROVED APPROVED ISSUE FOR PERMIT 06.16.17 DATE SUBTITLE 06.16.17 TITLE MECHANICAL MASTER PLUMBING PLAN ADC THERMOPLASTICS AFP LE3E\ ID A CW D G HW PW IWP V RWL SAN VAC GE COMPRESSED AIR DOMESTIC COLD WATER DRAIN GAS DOMESTIC HOT WATER SUPPLY PROCESS WATER INDUSTRIAL WASTE PUMPED VENT RAIN WATER LEADER SANITARY WASTE PROCESS VACUUM \ PAL \ OTES �EFE�E \CE IAWI\GS TIFF 109 -101B -4607-M1 PLUMBING UNDERGROUND PLAN TIFF 109-1018-4738-M1 PLUMBING UNDERGROUND PLAN 9-101-M313 CA & VAC. FLOW DIAGRAMS 9-101-TNM143 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9 -101 -TNM 145 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101-1M146 1ST FLOOR PIPING PLAN CO\ST"CTIC\ \OTES TNM110 TNM111 TNM112 TNM112 TNM114 TNM115 TNM116 TNM117 TNM118 TNM115 TNM120 TNM121 8 TNM122 TNM123 TNM124 TNM125 TNM126 TNM127 TNM128 TNM129 TNM130 TNM131 TNM132 RECEIVED CITY OF T UK(WiLR JUN 21 2017 PERMIT CENTER TNM134 TNM135 TNM136 TNM137 TNM139 TNM140 TNM141 TNM142 TNM133 TNM 138 TNM143 8' TNM124 TNM145 KEY PLAN SCALE: NONE 4' 0 4' "4EVOWED FOR CODE COMPLIANC APPROVED JL1I ' 21 2017 SCALE: 1/8"=1' -0" CURRENT REVISION SYMBOL D33205-01 E City of Tukwila 06.16.17 BUILDING 9-101.1 SHEET TNM146 JOB NO. W016154470 COMP NO. COL. W -Z/22-23 DEV. CENTER, WA DWG NG. 9-101.1-TNM146R Jun 15 2017 10:31 AM FOR CONT. SEE DWG. CWM147 SYM CA DN. TO TUNNEL FOR CONT. SEE DWG. 9-101—TNM142 r --1, II II II I II II I --�1 II I 11 11 �--11 II I II I II II 11 I II I II II II I 11 II II 11 11 1 II II 11 II --+1 II I II 1 II 11 II I II II 11 11 II 11 11 II I 11 II 11 II If --11 II 1 II II 11 II j --4I 11 II 11 II ff--11 II I II II II II II 1 II II It --11 II I II 1 11 r--1 I I L --J L L FREEZER WALK—IN BEHC 31-073261 BSS7002 L L r--1 I I L --J REVISION BY 1 "CA UP W/ Y"&34"AIR OUTLETS r--1 I I L --J 1"VAC UP W/ 4 VAC OUTLET APPROVED DATE 41 SYM ii iM145 M53 If--FMII j 11 II 11 M532 µ-1l � r2� 0 Iii II 1 11 M532 11 II III II If- 11 II 11 II II 11 11 ii. --t it IIII II 11 II II IF- fl II 111 II II II I 11 tF- 11 II 11 II. SII 1 11 if--tti —` —VAC OUTLET—SEE— -L-- DETAIL r---1 I I L --J r--1 I I L --J 1"V 4V aC UP W/ AC OUTLETS 1"CI UP W/ Y" %" AIR OU LETS MO 11 ff--fl 111 11 II II 1" VAC DOWN TO 2 µ-- REVISION BY 1 1"VAC UP W/ 4 VAC OUTLETS 1"VAC UP L PARTIAL PLA\ VIEW SCALE: 1/8" = 1-0" APPROVED DATE A 6545 — DISASSEMBLE CTLM 10146725 M.WONG RWS 01.15.10 F RELOCATE (2) XTSB TABLES W4346634 M.WONG 04.19.16 B DESIGN UTILITIES FOR CTLM #5/6 11870746 M.WONG RWS 05.31.11 G ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.16.17 C INSTALL POWER N INSTRUMENT VACUUM T.5-22 9-101 W1563890 SAZAN/SS 04.19.13 D REMOVE FREEZER W2502518 HARR 03/06/14 E 777 FLIPPER CELL 80 FT PANEL ONLOAD W16160449 CEI MS 05.23.14 DLR Group Architecture Engineering Planning Interiors Q� BOE/NG pr - II II II 11 If --fl 11 11 II II �--11 II II 4 II II II ff--fl 11 4 II II II II II II II II 1F--11 II II II II II 4 If --41 II II II II II II IF --1i II II II 4 II II If --1l II II II II II II 1f--41 II II II II II II If --11 II 4 II II II II If --11 II II II II II II If --11 II II If --11 II II II II II II If --11 II II If --11 II II �I II Ir- --1i LLJL LASER ROOM 11V21 IJ_ 0 11- 11-- 1 tt--tl I 11 11 ISSUE FOR PERMIT 06.16.17 0 \- 1M1421M456 1M143`� 1M145 1M146 'EFEE\CE 3AWI\GS LEGE \D A CW —D G -HW PW PHW PHWC IWP V —RWL- -SAN- -VAC- PSAN —STS - CD 0 Vv GE\ COMPRESSED AIR DOMESTIC COLD WATER DRAIN GAS DOMESTIC HOT WATER SUPPLY PROCESS WATER PROCESS HOT WATER PROCESS HOT WATER CIRCULATING INDUSTRIAL WASTE PUMPED VENT RAIN WATER LEADER SANITARY WASTE VACUUM PUMPED SANITARY WASTE STORM SEWER, RAIN WATER LEADER CONDENSATE DRAIN DUPLEX COMPRESSED AIR OUTLET SIMPLEX PROCESS VACUUM OUTLET DUPLEX PROCESS VACUUM OUTLET HAL \OTES COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE—SPECIFIC PREFERENCES: PIPE: ASTM B-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. FOR CA: 2-1/2" OR LARGER: TYPE L COPPER ROLL—GROOVED FITTINGS AND DUCTILE IRON ROLL—GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. FOR VAC: 2-1/2" OR LARGER: TYPE L COPPER SEE NOTE #5. VALVES: 2" AND SMALLER: BRONZE TWO—PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER—LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211xx 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. TESTING OF THE NEW VACUUM PIPING SHALL USE THE BUILDING VACUUM SYSTEM AND ISOLATE THE NEW PIPING FOR 1 HOUR. THERE SHALL BE NO NOTICEABLE VACUUM LOSS BY LOOKING AT THE VACUUM GAUGE. 3. COORDINATE COMPRESSED AIR PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. 4. PROVIDE PIPE LABELS AND FLOW ARROWS FOR ALL NEW PIPING. 5. FOR 2-1/2" OR LARGER VACUUM, USE VICTUALIC FLUSHSEAL GASKET. CC\STCTIO\ \OTES RECEIVED CITY OF 'i UKWIL JUN 21 2017 PERMIT CENTE TIFF 109 -101B -4632-M1 TRUSS SPACE PLUMBING 109-101-CWM147 EAST ANNEX CATWALK PLUMBING PLAN 109-101-TNM142 TUNNEL #14 PIPING/FLS► BING PLAN 40, V T T T T___, 1M110 1M111 1M112 1M113 1M114 1M115 k 1M116 1M117 1M118 1M119 1M120 1M121 11M122 1M123 1M124 1M125 1M126 1M127 1M128 1M129 1M130 1M131 1M132 1M133 1M134 1M135 1M136 1M1 ,EVIE EFOR 1 -:.':- r1 1M139 1M140 1M141 INri 1M142 a: -- D 1M144 1M145JUL %11.4g017 9-101 KEY PLAN ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN GUIDE R. CHECKED ENGINEER DA 06.16.17 SUBTITLE PLUMBING PLAN CURRENT REVISION D33205-01 SYMBOL 0 1 Cn f Tukwila G DIVISION 06.16.17 TITLE ADC THERMOPLASTICS AFP /6 - Jun 15 2017 10:31 AM CHECKED APPROVED APPROVED MECHANICAL MASTER BUILDING 9-101.1 COL. S -W/21-22 JOB NO. D33205-01 COMP NO. DEV. CENTER, WA DWG NO. 09-101-1M142 GRUNGAMORNCHAI: 5/ SYM REVISION N L 3"VAC 1"CA \- 1 /2"CA 1M143 M630 • 1 /2 "CA 1M143 M630 FOR CONTINUATION SEE SHEET 1M138 X3 BY APPROVED DATE SYM REVISION BY 1"CA 3"VAC 1"CA 1/2"CA 1M143 M630 1 /2 "CA 1M143 M630 1 /2"CA -/ 1 M143 M630 \-1/2"CA 1M143 M630 UTILITY HATCH FOR 1" AIR OUTLET IN TRENCH, SEE / 1M143 M605 9 UTILITY HATCH FOR 1" AIR OUTLET IN TRENCH, SEE 1M143 M605 1 1 /2"VAC 1M143 M630 UTILITY HATCH UTILITY HATCH Alk (TYP) 1 M 143 TNM502 FOR CONTINUATION SEE SHEET 1M146 APPROVED PARTIAL PLA\ VIEW SCALE: 1/8" = 1'-0" DATE RELOCATED CA, VAC I&II TO DWG. CWM147 S.RUDELL 02.12.08 D RELOCATE (2) XTSB TABLES W4346634 M.WONG 04.19.16 A RELOCATE SEALAUNCH 11670978 M.WONG RWS 03.29.11 E ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.16.17 B DC FREEZER ADDITION J#16262 WH MBL 04.12.13 DC FREEZER ADDITION - RECORD DRAWING J#16262 WH MBL 05.07.14 C OPF-CAF CELLS W3266018 EISI M.WONG 02.24.15 F I� L- DLR Group Architecture Engineering Planning Interiors Pp Th 2"VAC 2"A I IN 4"A, 4"VAC I & 6"VAC II DOWN TO THE TRENCH, FOR CONT. SEE DWG. TNM 143 & DWG. C M147 FOR TRUSS LOCATION I -4"A TO MFC, SEE M553 1 "A WITH BALL VALVE 1"CW DN, I PROVIDE 1" BALL VALVE 48" AFF CO w U) w w (E)2"A (E)2"VAC 2"VAC FOR CONTINUATION 1 "CW 12" SEISMIC LOOP (TYP) 21.5 -FELE\CE D�AWI\GS 9-101-CWM147 9-101-TNM143 ISSUE FOR PERMIT 06.16.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. CHECKED DATE LEGE\D GE\PAL \ A COMPRESSED AIR VAC PROCESS VACUUM CW COLD WATER OTES 1. COMPRESSED AIR AND VACUUM PIPING SHALL BE: COPPER, TYPE L, HARD DRAWN, SEAMLESS, ASTM B88. SUPPORT PIPE EVERY 8'-0" O.C. 2. ALL PIPE FITTINGS OTHER THAN CONNECTIONS AT BUTTERFLY VALVES SHALL BE: COPPER, PRESS FITTINGS, EPDM SEALS, MATERIALS SHALL COMPLY TO ASTM B16.22 AND PERFORMANCE CRITERIA SHALL COMPLY TO IAPMO PS 117. 3. PIPE FITTINGS AT CONNECTIONS TO BUTTERFLY VALVES SHALL BE: VICTAULIC DUCTILE IRON GROOVED PIPE COUPLINGS, STYLE 75, MATERIALS SHALL COMPLY TO ASTM A 395 AND ASTM A 536, AND BE UL LISTED. 4. VALVES SMALLER THAN 2-1/2" SHALL BE: BRONZE TWO-PIECE BALL VALVE, THREADED END. WATTS B6000 LH SERIES. PROVIDE WITH THREADED ADAPTER FITTINGS. 5. VALVES 2-1/2" AND LARGER SHALL BE: VICTAULIC VIC-300 MASTERSEAL CARBON STEEL BUTTERFLY VALVE, GROOVED END BODY, LEVER LOCK HANDLE, NITRILE SEATS. 6. PIPE ROUTING SHOWN ON DRAWINGS IS DIAGRAMMATIC AND SUBJECT TO REQUIREMENTS OF ACTUAL FIELD CONDITIONS. ALL NEW PIPING AND COMPONENTS SHALL BE LOCATED TO PREVENT INTERFERENCE WITH ACCESS TO AND MAINTENANCE OF EXISTING EQUIPMENT AND COMPONENTS. 7. PIPING IS SUBJECT TO FIELD CONDITIONS. COORDINATE EXACT LOCATIONS WITH BOEING AFTER PLACEMENT OF ASSOCIATED EQUIPMENT. 8. CAP COMPRESSED AIR PIPING INSTALLED AS PART OF THIS JOB, AND USING A 0-200 PSIG PRESSURE GAUGE, CONDUCT A STATIC PRESSURE TEST AT 150 PSIG FOR 2 HOURS WITH NO NOTICEABLE DROP IN PRESSURE. IF PRESSURE GAUGE INDICATES A DECREASE IN PRESSURE, INSPECT PIPING AND REPAIR ALL LEAKS. REPEAT TEST/INSPECTION UNTIL THE PRESSURE TEST INDICATES NO LEAKS. 9. WRAP COPPER PIPE AT ALL PIPE SUPPORTS WITH B -LINE "ISO PIPE" RUBBER TAPE TO A THICKNESS OF 0.04 INCHES TO PREVENT GALVANIC REACTION. 10. COORDINATE ROUTING OF PIPING AND CONDUIT WITH ELECTRICAL PRIOR TO INSTALLATION. 11. CAP THE VACUUM PIPING INSTALLED AS PART OF THIS JOB AND INSTALL A VACUUM GAUGE. CONDUCT A VACUUM TEST USING THE TEMPORARY VACUUM PUMP PROVIDED WITH THIS WORK. AFTER THE VACUUM GAUGE PRESSURE WITHIN THE PIPES HAS STABILIZED NEAR A COMPLETE VACUUM, ISOLATE THE PIPING FROM THE VACUUM PUMP AND STOP THE PUMP. MONITOR THE VACUUM GAUGE FOR (2) HOURS WITHOUT ANY NOTICEABLE CHANGE IN THE VACUUM PRESSURE. IF VACUUM GAUGE INDICATES A DECREASE IN VACUUM, INSPECT AND REPAIR ALL LEAKS AND REPEAT UNTIL THE VACUUM TEST INDICATES NO LEAKS. 12. FOR LEGEND AND ABBREVIATIONS, REFER TO SHEETS MOA AND MOB. EAST ANNEX CATWALK PLUMBING PLAN PLUMBING TUNNEL #14 PLAN 05.12.17 SCALE: 1/8" = SUBTITLE CO\ STS CTI O \ \OTES 0 0 1M110 1M111 1M112 1M113 1M114 1M115 1M116 1M117 1M118 1M119 1M120 1M121 0 0 1M122 1M123 1M124 1M125 1M126 1M127 1M128 1M129 1M134 1M130 1M131 1M132 1M135 1M136 1M137 1M133 1M138 PECEIVEn 11 M 39 TY OF'i UKWILA JUN 21 2011 PERMIT CENTER PLUMBING PLAN iM144 1M145 D FO ELLAtg E LVED JUL 21 9-101.1 KEY PL SCALE: N.T.S. CURRENT REVISION D33205-01 SYMBOL City kIt wila BUILDING DIVISION DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101.1 COL. W—Z/21-22 06.16.17 SHEET 1M143 JOB NO. W3266018 COMP NO. DWG NO. 9-101.1-1M143 Jun 15 2017 10:31 AM GRUNGAMORNCHAI: 5/11/2017 1:54:49 PM SYM P.25 P6 2R 5 6 V � T `� Y �" �" T ri 1M144 1 r 1 �' 1 W113X45 9 1( 1 -W X45 I I x 1% 1 I y 11 H f 111110 1 ® 0 EMER. GEN. ROOM in 2 1 N 2 FCO „ 13V1 ;0] L Z L__ J 2"V - •�'- „ 2V UP FCOpt _ (-.I1FC0 81--• 1 TRAP PRIMERS- .."-4„RD 4” L_ _ _J 3"VTR 2" FD i_J . CO 2" -§AN UP I I `- 2" SAN FROM FD -1 (TYP 8) :01.] 1 FROM �0 I I a• (l)LUNCHROOM 2" FD (TYPI 3)D-2 (TYP 3) MECHANICAL ROOM _ HB -1- L__ J • 111 i�� • iP UP 1 1 I -<z F._ i.- c: 1 I I f�-��t,J i , I I 1 I L_ ---I 2 TRAP PRIMERS RI:_ • M• �---I • 1 1 -- „ :iii TRAPRIMER R H 1 I 1 � 1 1 I 1 2„ 1 FROM IFD-2 SAN FCO6 ” :e] 6 " „ - - o 4" SAN I �SAN RO M k� D72 c �- 11 3"CW UP TO dr 'NINE ©©X29 DN — — W8X24 V _ 24 '=='" SEE CONTINUA 3RD FROM COOLING TOWER j 3'V UP , 3" RELIEF P.O.0 ON SHEET 1M VENT UP 4" SAN \4" STORM \4CW DRAIN REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A HIGH BAY LUNCH ROOM J#140791-12 M.WONG RWS 11.17.05 B GENERAL DRAWING UPDATE S. RUDELL 05.24.07 C HSTAB TOOL AND EQUIPMENT REMOVAL W4670984 M.WONG 09.28.16 D REMOVE CHILLER PLANT AND PUMPS W4762988 D.STRICKER 12.06.16 E ADC THERMOPLASTICS AFP D33205-10 DLR GROUP CN 06.16.17 Q�BOE/NG M455 2.25 2.35 2.5 2.75 DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN GUIDE R. CHECKED LEGE\I A COMPRESSED AIR CW DOMESTIC COLD WATER D DRAIN G GAS HW DOMESTIC HOT WATER SUPPLY PW PROCESS WATER PHW PROCESS HOT WATER PHWC PROCESS HOT WATER CIRCULATING IWP INDUSTRIAL WASTE PUMPED V VENT RWL RAIN WATER LEADER SAN SANITARY WASTE VAC VACU U M PSAN PUMPED SANITARY WASTE STS STORM SEWER, RAIN WATER LEADER CD CONDENSATE DRAIN DUPLEX COMPRESSED AIR OUTLET Q SIMPLEX PROCESS VACUUM OUTLET CO DUPLEX PROCESS VACUUM OUTLET 3E\EAL \C TES 1. EVERPURE INSURICE WATER FILTER EV9324-01 W/ EV9612-21 CO\STRUCTIO OTES 1. REMOVED CHILLER PLANT PUMPS AND PIPING FROM MECH ROOM . EFHE\CE \GS 109-101-M1M144 MEZZANINE PLUMBING PLAN 109-101-M455 ENLARGED RESTROOM PLUMBING PLAN RECEIVED CITY OF T UKWILA JUN 21 2011 PERMIT CENTER 1M110 1M111 1M112 1M113 1M114 1M115 1M116 1M117 1M118 1M119 1M120 1M121 1M122 1M123 1M124 1M125 1M126 1M127 1M128 1M129 1M130 1M131 1M132 1M133 ISSUE FOR PERMIT 06.16.17 .01° '11M134 1 M 139 1M135 1M136 1M140 1M141 ,y// 1M144� 4 17 l7 9-101 KEY PLAN •: Tukwila BUILD .► , DIVISION DATE 06.16.17 SUBTITLE PLUMBING PLAN CURRENT REVISION D33205-10 SYMBOL DATE 06.16.17 ENGINEER TITLE (PASTE Jun 15 2017 10:31 AM CHECKED APPROVED APPROVED MECHANICAL MASTER BUILDING 9-101 COL.P-S/22-23 1M144 DEV. CENTER, WA JOB NO. DWG NO. 1 4079 1-1 2 COMP NO. 09-101-1M144 GRUNGAMORNCHAI: 6/12/2017 5:00:48 PM \ DISCONNECTED VAC HERE 1Y"A W/ VALVE AT r 3' A.F.F. +9 / "A TO E REEL EXCHANGER 2"VAC W/ VALVE AT N 5' A.F.F. P O.C. LEGE\ ID A CW D G HW PW PHW - PHWC IWP V RWL SAN VAC - PSAN STS CD O vv 1Y "VALVE (EXIST) 3/4"A, (-96" A.F.F. 1"CA UP W/ Y"&3/g"AIR OUTLETS �1"VAC UP W/ 4 V C OUTLETS AIR, UP TO CABLE TRAY 1Y4" STL CA REMNANT MACHINE 1"VAC UP W/ 4 VAC OUTLET 1M145 M532 1"CA UP W/ Y2" & 3/" AIR OUTLETS COMPRESSED AIR DOMESTIC COLD WATER DRAIN GAS DOMESTIC HOT WATER SUPPLY PROCESS WATER PROCESS HOT WATER PROCESS HOT WATER CIRCULATING INDUSTRIAL WASTE PUMPED VENT RAIN WATER LEADER SANITARY WASTE VACUUM PUMPED SANITARY WASTE STORM SEWER, RAIN WATER LEADER CONDENSATE DRAIN DUPLEX COMPRESSED AIR OUTLET SIMPLEX PROCESS VACUUM OUTLET DUPLEX PROCESS VACUUM OUTLET GE\EAL \OTES 1. COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE-SPECIFIC PREFERENCES: ,/ 2" COPPER CA (E)1 -1/2"A DN TO TRENCH PIPE: ASTM B-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. Y2" W/ VALVE FOR SLITTER LASE ROO 4"VAC I UP .1 111 111 6"VAC II UP UIII FOR CONT. SEEr DWG. M 1 M501 H�I 2" COPPER IP /" w 0 w O Q C_) CL V) re) Q. 1"CA UP W/ Y2"&3/"AIR OUTLETS 1M145 M532 1"V C UP W/ 4 VIC OUTLETS ."----1"C UP W/ Y2" %" AIR OUTLETS FOR CA: 2-1/2" OR LARGER: TYPE L COPPER ROLL -GROOVED FITTINGS AND DUCTILE IRON ROLL -GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. FOR VAC: 2-1/2" OR LARGER: TYPE L COPPER SEE NOTE #5. VALVES: 2" AND SMALLER: BRONZE TWO-PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER -LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211xx 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. TESTING OF THE NEW VACUUM PIPING SHALL USE THE BUILDING VACUUM SYSTEM AND ISOLATE THE NEW PIPING FOR 1 HOUR. THERE SHALL BE NO NOTICEABLE VACUUM LOSS BY LOOKING AT THE VACUUM GAUGE. 3. COORDINATE COMPRESSED AIR PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. 4. PROVIDE PIPE LABELS AND FLOW ARROWS FOR ALL NEW PIPING. 3/4"CW UP TO PLATFORM -- 5. FOR 2-1/2" OR LARGER VACUUM, USE VICTUALIC FLUSHSEAL GASKET. SEE CONTINUATION ON SHEET 1M144 1"VAC UP W CONSTRUCT 11V22 W33)1221 LY" AIR TO VACUUM PUMP W33)1221 SYM REVISION BY APPROVED DATE SYM REVISION BY ATIAL PLA\ SCALE: 1/8" = 1-0" APPROVED DATE A 6545 - DISASSEMBLE CTLM 10146725 M.WONG RWS 01.15.10 F RELOCATE (2) XTSB TABLES W4346634 M.WONG 04.19.16 B DESIGN UTILITIES FOR CTLM #5/6 11870746 M.WONG RWS 05.31.11 G ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.16.17 C INSTALL POWER N INSTRUMENT VACUUM T.5-22 9-101 W1563890 SAZAN/SS 04.19.13 D REMOVE FREEZER W2502518 HARR 03/06/14 E 777 FLIPPER CELL 80 FT PANEL ONLOAD W16160449 CEI MS 05.23.14 VI -W DLR Group Architecture Engineering Planning Interiors BOE/NGS o -- ISSUE FOR PERMIT 06.16.17 -FELE\CE DRAW GS 1M142 M456 1 M 14i3 1 M 145 1M146 RECEIVED CITY OF 1 UKWiLA JUN 212011 PERMIT CENTER TIFF 109 -101B -4632-M1 TRUSS SPACE PLUMBING 109-101-CWM147 EAST ANNEX CATWALK PLUMBING PLAN 109-101-TNM142 TUNNEL #14 PIPING/PLUMBING PLAN O\ \OTES 11 15 21 y " 9-101 KEY PLAN _�r �;Cit. of Tukwila ING DIVISION ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. DATE 06.16.17 CHECKED SUBTITLE PLUMBING PLAN CURRENT REVISION D33205-01 SYMBOL DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED In Jun 15 2017 10:31 AM APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 9-101.1 MECHANICAL MASTER COL. S -W/21-22 DEV. CENTER, WA SHEET 1M145 JOB NO. D33205-01 COMP NO. DWG NO. 9-101.1-1M145 GRUNGAMORNCHA T T T T--- 1M110 1M111 1M112 1M113 1M114 1M115 1M116 1M117 1M118 1M119 1M120 1M121 1M122 1M123 1M124 1M125 1M126 1M127 1M128 1M129 1M130 1M131 1M132 1M133 VIEV1 i F 1 M 134 1 M 135 1 M 136 1 M 1 PO FMMI APPROVED PLIA 1 M 139 1 M 140 1 M 141 1 M 1 2 % 1M1 5 77r 77r 1 JUt 1M146 1L. 431 1 _ 1M144,s___ 1M144 1._ 11 15 21 y " 9-101 KEY PLAN _�r �;Cit. of Tukwila ING DIVISION ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. DATE 06.16.17 CHECKED SUBTITLE PLUMBING PLAN CURRENT REVISION D33205-01 SYMBOL DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED In Jun 15 2017 10:31 AM APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 9-101.1 MECHANICAL MASTER COL. S -W/21-22 DEV. CENTER, WA SHEET 1M145 JOB NO. D33205-01 COMP NO. DWG NO. 9-101.1-1M145 GRUNGAMORNCHA SYM p II O LASER ROOM 11V21 r = r =1= I 1—L- I I 7 TRENCH (TYFICA O 11V/22 O =OS =St __ r—� LJ [E_N REVISION BY APPROVED DATE SYM CAPPED (TYP) 11^1-1/2"A 1-1 /2"VAC Ojv FOR CONTINUATION SEE SHEET 1M143 mit‘ HATCH --J—_L-------- rJ L� I L UTILITY HATCH (TYP) 1 M146 XXXX UTILITY HATCH UTILITY HATCH 7 1M142 M456 1M14 1M145 1M146 I0I L L_ r--T- L__1_ J r- -----1--1 /2"---rt=11 / "VAC 1: 1 VAC 101A I VAC I �I I i I 4 TRENCH BELOW (TYPICAL) I —T--1 I__1_] UTILITY HATCH UTILITY HATCH n UTILITY HATCH II J L L REVISION PARTIAL PLA\ SCALE: 1/8"=1' —0" BY VIEW APPROVED DATE L A ADD POWER, AIR & VACUUM J#546111-00 C. HARRAH RWS 06.13.04 E DC FREEZER ADDTION J#16262 WH MBL 04.12.13 B ADD UTILITIES AND LIGHTS J#546775-00 M.WONG RWS 12.06.04 DC FREEZER ADDITION - RECORD DRAWING J#16262 WH MBL 05.07.14 C RELOCATE SEALAUNCH 11670978 M.WONG RWS 03.29.11 F RELOCATE (2) XTSB TABLES W4346634 M.WONG 04.19.16 D ADC WH GV 04.01.13 G ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.16.17 RECORD SET VAC I 0 1 J SEE DWG 1M143 FOR CONTINUATION 2"A—Ns, 2"VAC DN, FOR CONT SFF 1M148_ 1"A DN, FOR CONT SEE 1M148 L 21/AC 2"VAC 2"A 2"VAC 2"A J 1-nfi/2"Xi 1-1 t vP VAp I I I I 1 —1 /2 m ><- L— _J DUPLEX VACUUM DROP 7 (TYP) 1M146 M534 DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DUPLEX AIR DROP OUTLET (6� (TYP) 1M146 M534 EFEH\CE D AWI\GS 9-101-TNM146 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101-1 M396 DUST COLLECTION FIRST FLOOR PLAN ISSUE FOR PERMIT 06.16.17 DRAWN GUIDE R. CHECKED DATE 06.16.17 SUBTITLE PLUMBING PLAN LEGE\ 3 A VAC vv 9 GE\ COMPREESED AIR PROCESS VACUUM DUPLEX PROCESS VACUUM OUTLET DUPLEX COMPRESSED AIR OUTLET HAL \OTES FOR HOUSE KEEPING VAC. & DUST COLLECTION SEE FIRST FLOOR PLAN, 9-101-1M396 1. FOR HOUSE KEEPING VAC. & DUST COLLECTION SEE FIRST FLOOR PLAN, 9-101-1M396 2. COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE—SPECIFIC PREFERENCES: PIPE: ASTM B-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. 2-1/2" OR LARGER: TYPE L COPPER ROLL—GROOVED FITTINGS AND DUCTILE IRON ROLL—GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. VALVES: 2" AND SMALLER: BRONZE TWO—PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER—LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211xx 3. TESTING OF NEW COMPRESSED AIR AND PROCESS VACUUM PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. 4. FOR LEGEND AND ABBREVIATIONS, REFER TO SHEETS M1 AND M1A. CO\STUCTIO\ \OTES cO)c 1M10 1M11 1M12 1M13 1M14 1M15 1M16 1M17 1M18 1M19 1 M20 1M21 1M 22 1 M23 1M24 1 M25 1M26 1 M27 1M28 1 M29 1M34 1 M30 1M35 1M31 1M36 1 M32 1M37 1M33 1 M38 1 M39 1M 40 1M41 1M 42 1M 43 RECEIVED CITY OF 't UKWILA JUN 212011 PERMIT CENTER 1M44 1 M45 9-101.1 KEY PLA SCALE: N.T.S. 8 4 SCALE: 1/8" = 1'— CURRENT REVISION D33205-01 SYMBOL 1M 48 c ro23 CODE COMPLIANCE VED BUILDING DIVISION DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED 67 /6-1 Jun 15 2017 10:31 AM APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101.1 COL. W—Z/22-23 D.C. SHEET 1M146 1/2017 2:04:35 PM JOB NO. J#546111 COMP NO. DWG NO. 9-101-1M146 GRUNGAMORNCHAI: 5/ SYM REVISION MATCHLINE SHEET 09-101—PTA45 BY APPROVED DATE SYM REVISION BY APPROVED PATTIAL PLA SCALE: 1/8"= DATE ORIG ADC THERMOPLASTICS AFP D33205-1 DLR GROUP CN 06.16.17 VIE BOE/NG o -- PT1M42 PT1 M4 PT1 M45 PT1M46 M457 —\\_ FLAMM IF 1 T1 /21 T 2r• FAC DUCT DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED i a 1 ti i9 1.1 1l T10SRi Fir .as DRAWN GUIDE R. ISSUE FOR PERMIT 06.16.17 DATE 06.16.17 CHECKED SUBTITLE LEGE\D GE\ SAL OTES -FES \CE D AWI\GS CO \ STS CTI O \OTES 0 Q 1M10 1M11 1M12 1M13 1M14 1M15 1M16 1M17 1M18 1M19 1M20 1M21 1M22 1M 23 1M24 1 M25 1 M26 1 M27 1M28 1M29 1M30 1M32 1M33 1M34 1 M35 1M37 1M 38 1M39 1M 40 1 M40 X/1 M42� 1 M 43 -J RECEIVED 1M44 CITY OF TUKWiLA JUN 212017 KEY PLA SCALE: NONE PERMIT CENTER PARTIAL PLATFORM PLAN 1 M45 1M 46 CURRENT REVISION SYMBOL° EVIEWED FOR BODE COMPLIANCE APPROVED a JUL 21 2017 City of Tukwila ILu1N(3 DIVISION (7b.1b.1/ APPROVED BY DEPT. DATE ENGINEER CHECKED 6' is1 Jun 15 2017 10:31 AM APPROVED APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 09-101 ARCHITECTURAL MASTER COL. S—W/21-22 DEV. CENTER, WA SHEET PT1 M42 CC 0 JOB NO. D33205-1 COMP NO. DWG NO. 09-101— PT 1 A42 SYM REVISION PT1M42 M457 PT1M4 PT1M45 PT1M46 MATCHLINE SHEET 09-101-PTA42 f BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTIC AFP D33205-1 DLR GROUP CN 06.16.17 el_m,ffiE7ermr6 MATCHLINE SHEET 09-101 -PTA46 DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. 21.5 ISSUE FOR PERMIT 06.16.17 DATE 06.16.17 CHECKED SUBTITLE L- - 3 SEE SHEET G1 FOR LEGEND SYMBOLS GE\ERAL \ OTES SEE SHEET 01 FOR ADDITIONAL GENERAL NOTES. R -F -RE CE 3AWI \GS C STS ,CTIO\ \OTES F - T T T T_, 1M10 1M11 1M12 1M13 1M14 1M15 1M16 1M17 1M18 1M19 1M20 1M21 1M22 1M23 1M24 1M25 1M26 1M27 1M28 1M29 1M30 1M31 1M32 1M33 1M34 1M35 1M36 1M37 1M38 ri-< 1M39 1M40 1M40 1M42 iii// /1 //M43 / 1M44 1M45 1M46 KEY P_AN RECEWED SCALE: NONE CITY OF T UKWILA JUN 21 2017 PERMIT CENTER PARTIAL PLATFORM PLAN CURRENT REVISION SYMBOL° REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2017 City of Tukwila BUILDING DIVISION RIGS 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED Cv is 11 - Jun 15 2017 10:32 AM APPROVED APPROVED TITLE ADC THERMOPLASTIC AFP BUILDING 09-101.1 ARCHITECTURAL MASTER COL. 7/21-22.5 DEV. CENTER, WA 'HEA PT1 M43 JOB NO. D33205-1 COMP NO. DWG NO. 09 -101.1-PT1 A43 GRUNGAMORNCHAI: 5/11/2017 2:19:45 PM SYM cs) PT1M42 M457 PT1M4 PT1M45 PT1M46 PT 1 V2 1 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTIC AFP D33205-1 DLR GROUP CN 06.16.17 Q� BOE/NG o'— Jun 15 117 1 1:47 AM rte; DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED MATCHLINE SHEET 09 -101 -PT DRAWN GUIDE R. CHECKED ISSUE FOR PERMIT 06.16.17 DATE 06.16.17 SUBTITLE sc0)( \� \ ERN_ \ OTES R -F -R -\C 3 \GS C3\ST ��CTIO \OT IS 1 M 1 0 1M11 1M12 1M13 1M14 1M15 1M16 1M17 1M18 1M19 1M20 1M21 1M22 1M23 1M 24 1M25 1 M 26 1M27 1M28 1 M29 1M34 1 M30 1M35 1M31 1 M36 1 M32 1M37 1M33 1M38 1M39 1M40 1 M 40 1M42 1 M43 RECEIVES) CITY OF T t KWILA JUN 21 2017 PERMIT CENTER PARTIAL PLATFORM PLAN 1M44 L ; 2;1 M45/ /- 1 M46 KEY PLAN SCALE: NONE CURRENT REVISION SYMBOL° REittVVED FOR ODE COMPLIANCE --A 'ROVED JUL 21 2017 City of Tukwila BUILDING DIVISION RI J DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTIC AFP BUILDING 09-101 ARCHITECTURAL MASTER COL. S -W/22-23 DEV. CENTER, WA SHEET PTIM45 JOB NO. D33205-1 COMP NO. DWG NO. 09-101-PT1A45 OE r tr; z c z PT1 M42 M457 PT1M4 PT1M45 PT1M46 SYM 11 XB PLATFORM PT1V21 L N N X6 L_ REVISION LO Q MATCHLINE SHEET 09-101 BY APPROVED DATE SYM REVISION DATTIAL PLA\ VIEW 1/8" = 1'—O" BY APPROVED DATE ORIG ADC THERMOPLASTIC AFP D33205-1 DLR GROUP CN 06.16.17 DLR Group Architecture Engineering Planning Interiors i Lnl6,f Jun 152)17 1 l :47 AM. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN GUIDE R. CHECKED ISSUE FOR PERMIT 06.16.17 DATE 06.16.17 SUBTITLE LEGEND: SEE SHEET 01 FOR LEGEND SYMBOLS GE\EAL \OTES: SEE SHEET G1 FOR ADDITIONAL GENERAL NOTES. CONSTRUCTION NOTES: F 7-'V T T T T� 1M10 1M11 1M12 1M13 1M14 1M15 1M16 1M17 1M18 1M19 1M20 1M21 1M22 1M23 1M24 1M25 1M26 1M27 1M28 1M29 1M30 1M31 1M32 1M33 1M34 1M35 1M36 1M37 1M38 I ij 1M39 1M40 1M40 1M42 1M43 1 M44 1M45 1 / / 464 � 9-101.1 KEY PLAN RECEIVED CITY OF T U KW LA PARTIAL PLATFORM PLAN JUN 212017 PERMIT CENTER CURRENT REVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2017 City of Tukwila BUILDING DIVISION 06.16.17 ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTIC AFP BUILDING 09-101.1 ARCHITECTURAL MASTER COL. Z/21-22.5 DEV. CENTER, WA SHEET PT1 M46 JOB NO. D33205-1 COMP NO. DWG NO. 09-101.1-PT1A46 ROUTE 3/4"CD FROM PLATFORM DOWN TO TUNNEL SEE CONTINUATION ON SHEET TNM450 2"VAC W/ VALVE ON RISER, SEE DWG. TNM142 FOR CON'T 1-1/4"A W/ VALVE ON RISER, SEE DWG. TNM142 FOR CON'T 3/4"CW UP TO PLATFORM SEE 2/M457 SEE CONTINUATION ON SHEET 1M145 L J cw 0 0 0 SYM LJ LT 22 x1 X2 II DARTIAL PLA\ VIEW -FIRST LEVEL SCALE: 1/8" = 1'-0" REVISION BY APPROVED DATE SYM 1M142[NJj456 1M143 1M 145 iM146 X/ REVISION SEE CONTINUATION ON SHEET TNM142 3/4"CD FROM FIRST FLOOR SEE CONTINUATION ON 2/M457 0 1 AREA CLG 0 L_ `-� AREA CLG 41 I 2"(BF J REFERENCE 1M295 FOR CONTINUATION L Th Th -1 1-1/ 12"(BFj 3" 0 r L — J L0 L1 0 0 L — J PARTIAL PLA\ VEW - TU\\EL BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP DLR GROUP CN 06.16.17 ( 2 TNM142L1\456 TNM143 TNM145 TNM 146 PARTIAL Fl;E D R3TECTIO\ PLA\ SCALE: 1/8" = 1'-0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN C. NARRAMORE DATE 06.16.17 CHECKED SUBTITLE 3 X7 LEGE\D A CW D' G HW PW PHW - PHWC IWP ----- V RWL SAN VAC - PSAN STS CD 0 vv COMPRESSED AIR DOMESTIC COLD WATER DRAIN GAS DOMESTIC HOT WATER SUPPLY PROCESS WATER PROCESS HOT WATER PROCESS HOT WATER CIRCULATING INDUSTRIAL WASTE PUMPED VENT RAIN WATER LEADER SANITARY WASTE VACUUM PUMPED SANITARY WASTE STORM SEWER, RAIN WATER LEADER CONDENSATE DRAIN DUPLEX COMPRESSED AIR OUTLET SIMPLEX PROCESS VACUUM OUTLET DUPLEX PROCESS VACUUM OUTLET GE\RAL \OTES 1. COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE-SPECIFIC PREFERENCES: PIPE: ASTM 8-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. FOR CA: 2-1/2" OR LARGER: TYPE L COPPER ROLL -GROOVED FITTINGS AND DUCTILE IRON ROLL -GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. FOR VAC: 2-1/2" OR LARGER: TYPE L COPPER SEE NOTE #5. VALVES: 2" AND SMALLER: BRONZE TWO-PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER -LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211 xx 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. TESTING OF THE NEW VACUUM PIPING SHALL USE THE BUILDING VACUUM SYSTEM AND ISOLATE THE NEW PIPING FOR 1 HOUR. THERE SHALL BE NO NOTICEABLE VACUUM LOSS BY LOOKING AT THE VACUUM GAUGE. 3. COORDINATE COMPRESSED AIR PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. 4. PROVIDE PIPE LABELS AND FLOW ARROWS FOR ALL NEW PIPING. 5. FOR 2-1/2" OR LARGER VACUUM, USE VICTUALIC FLUSHSEAL GASKET. 'ONS-RUCTIC\ \ETES DOWN AT SIDE OF NEW STRUCTURE. 1-1/4" A DN TO DUPLEX OUTLET. 2"VAC DN TO DUPLEX INLET DN TO BELOW CEILING INSTALL NEW 2" VAC II BRANCH TIE INTO EXISTING 2" VAC II TO SERVE LASER ROOM. INSTALL NEW 1-1/4" A BRANCH TIE INTO EXISTING 2" A TO SERVE LASER ROOM. RECEIVED CITY OF 'i UKWILA JUN 212017 PERMIT CENTER ISSUE FOR PERMIT 06.16.17 1M292[ 456 1M293 1M295 1M296 DLR Grou Architecture Engineering Plani REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2017 61Y of Tukwila "'BUILDING DIVISION ENLARGED PLANS CURRENT REWSICIN DD3205-1 DATE 06.16.17 DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET M456 JOB NO. COMP NO. DWG NO. 09-101-1M458 Jun 15 2017 10:32 AM GRUNGAMORNCHAI: 6/12/2017 4:30:45 PM ' I ILJ ILl - ia d -2" ,-1- VAC I 1 _ ❑ — 1 ■ ■ 0 ❑ 1 kliii1110 0 1ill-r-1/4P' 7 4111 111 _ _ II J :f� Plii �» VAC I_ -lu �--ill ul 0 T __ J 17 L J 1 ❑ I ❑ I 0 1 0 1 — I L-__-_-1 1 1 1 — --- _ I 1. - E7 — (I �.1---E7 \ 111<0 II ° -11I I I I L_ _ _ti - =J 11/ - = II--IIIF= I_IN u _u V- -Ir --ilii - �I l r e 1 5 I / it 1L NI/ - % ''- II I L i _ ll- 1 \ 1 Iil 11 11 1 --1I�- I I r I -T- � J SYM LJ LT 22 x1 X2 II DARTIAL PLA\ VIEW -FIRST LEVEL SCALE: 1/8" = 1'-0" REVISION BY APPROVED DATE SYM 1M142[NJj456 1M143 1M 145 iM146 X/ REVISION SEE CONTINUATION ON SHEET TNM142 3/4"CD FROM FIRST FLOOR SEE CONTINUATION ON 2/M457 0 1 AREA CLG 0 L_ `-� AREA CLG 41 I 2"(BF J REFERENCE 1M295 FOR CONTINUATION L Th Th -1 1-1/ 12"(BFj 3" 0 r L — J L0 L1 0 0 L — J PARTIAL PLA\ VEW - TU\\EL BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP DLR GROUP CN 06.16.17 ( 2 TNM142L1\456 TNM143 TNM145 TNM 146 PARTIAL Fl;E D R3TECTIO\ PLA\ SCALE: 1/8" = 1'-0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN C. NARRAMORE DATE 06.16.17 CHECKED SUBTITLE 3 X7 LEGE\D A CW D' G HW PW PHW - PHWC IWP ----- V RWL SAN VAC - PSAN STS CD 0 vv COMPRESSED AIR DOMESTIC COLD WATER DRAIN GAS DOMESTIC HOT WATER SUPPLY PROCESS WATER PROCESS HOT WATER PROCESS HOT WATER CIRCULATING INDUSTRIAL WASTE PUMPED VENT RAIN WATER LEADER SANITARY WASTE VACUUM PUMPED SANITARY WASTE STORM SEWER, RAIN WATER LEADER CONDENSATE DRAIN DUPLEX COMPRESSED AIR OUTLET SIMPLEX PROCESS VACUUM OUTLET DUPLEX PROCESS VACUUM OUTLET GE\RAL \OTES 1. COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE-SPECIFIC PREFERENCES: PIPE: ASTM 8-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. FOR CA: 2-1/2" OR LARGER: TYPE L COPPER ROLL -GROOVED FITTINGS AND DUCTILE IRON ROLL -GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. FOR VAC: 2-1/2" OR LARGER: TYPE L COPPER SEE NOTE #5. VALVES: 2" AND SMALLER: BRONZE TWO-PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER -LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211 xx 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. TESTING OF THE NEW VACUUM PIPING SHALL USE THE BUILDING VACUUM SYSTEM AND ISOLATE THE NEW PIPING FOR 1 HOUR. THERE SHALL BE NO NOTICEABLE VACUUM LOSS BY LOOKING AT THE VACUUM GAUGE. 3. COORDINATE COMPRESSED AIR PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. 4. PROVIDE PIPE LABELS AND FLOW ARROWS FOR ALL NEW PIPING. 5. FOR 2-1/2" OR LARGER VACUUM, USE VICTUALIC FLUSHSEAL GASKET. 'ONS-RUCTIC\ \ETES DOWN AT SIDE OF NEW STRUCTURE. 1-1/4" A DN TO DUPLEX OUTLET. 2"VAC DN TO DUPLEX INLET DN TO BELOW CEILING INSTALL NEW 2" VAC II BRANCH TIE INTO EXISTING 2" VAC II TO SERVE LASER ROOM. INSTALL NEW 1-1/4" A BRANCH TIE INTO EXISTING 2" A TO SERVE LASER ROOM. RECEIVED CITY OF 'i UKWILA JUN 212017 PERMIT CENTER ISSUE FOR PERMIT 06.16.17 1M292[ 456 1M293 1M295 1M296 DLR Grou Architecture Engineering Plani REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2017 61Y of Tukwila "'BUILDING DIVISION ENLARGED PLANS CURRENT REWSICIN DD3205-1 DATE 06.16.17 DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET M456 JOB NO. COMP NO. DWG NO. 09-101-1M458 Jun 15 2017 10:32 AM GRUNGAMORNCHAI: 6/12/2017 4:30:45 PM SYM 24x16 RG -1 1350 CFM TIGHT TO STRUCTURE 11 (TYP.6) MOUNT AS HIGH AS POSSIBLE co "'T1 OR 21 DUCT IN SPACE BELOW co N OR 32/28 EA 32/28 EA DN TO SPACE BELOW 21 EF -1 PLATFORM RF 30 DEG. MAXIMUM TRANSITION DUCT ON PLATFORM 32"0 EA DN TO PLATFORM LEVEL lri Ill PROVIDE ACCESS RA DN THRU URN GRILLE AHU-1 CURB r PROVIDE 1" DUCT LINER 42x36 RG -2 6000 CFM 46/20 REUEF DUCT DN THRU PLATFORM TO RETURN GRILLE 46/2' RA BOTTOM OF DUCT 7'-O" CLR ABOVE PLATFORM 1■ REFER TO ARCH DRAWING FOR / EXHAUST LOUVER SIZE AND LOCATION v EC REFER TO ARCH DRAWING FOR INTAKE LOUVER SIZE AND LOCATION A\ I CAL PARTIAL P LATFO M PLA\ SCALE: 1/8" = 1'-0" REVISION BY APPROVED DATE SYM 1 110 PT 1 M 42 [457 PT1M43 PT1M45 PT1M46 REVISION 3/4"CD DOWN SEE CONTINUATI MOUNT SLOPE FLOOR R PLATFORM PT1V21 28"0 FABRIC DUCT AS POSSIBLE X� MOUNT AS HIGH TIGHT TO STRUCTURE 22 0 -0 TRENCH ON ON 2/M456 SA DN AND TRANSITION TO FABRIC DUC PLATFORM 18/20 TO SPACE BELOW DEIONIZER HUMIDIFIER CO MOUNT ON UNI HUMIDIFIER AUXIUARY MOUNT ON UNI • • :+. -STRUT BOX -STRUT PROVIDE ACCESS RA DN THRU URN GRILLE AHU-1 CURB r PROVIDE 1" DUCT LINER 42x36 RG -2 6000 CFM 46/20 REUEF DUCT DN THRU PLATFORM TO RETURN GRILLE 46/2' RA BOTTOM OF DUCT 7'-O" CLR ABOVE PLATFORM 1■ REFER TO ARCH DRAWING FOR / EXHAUST LOUVER SIZE AND LOCATION v EC REFER TO ARCH DRAWING FOR INTAKE LOUVER SIZE AND LOCATION A\ I CAL PARTIAL P LATFO M PLA\ SCALE: 1/8" = 1'-0" REVISION BY APPROVED DATE SYM 1 110 PT 1 M 42 [457 PT1M43 PT1M45 PT1M46 REVISION 3/4"CD DOWN SEE CONTINUATI MOUNT SLOPE FLOOR R BY PLJ v 31\G PARTIAL P LATFO v PLA APPROVED SCALE: 1/8" = 1'-0" DATE ORIG ADC THERMOPALSTICS AFP D33205-1 DLR GROUP CN 06.16.17 gl....tmorraermr”® rr— 22 (2� M456 M457 60 /'n'f Jun 15 2017 10:32 AM DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN C. NARRAMORE DATE 06.16.17 CHECKED ISSUE FOR PERMIT 06.16.17 SUBTITLE ENLARGED PLANS & DETAILS RECEIVED CITY OF i t3KWiLA JUN 21201 REVIEWED FOR CODE COMPLIANCE APPROVED PERMIT CEN TER JUL 21 2017 CURRENT REVISION SYMBOL° City of Tukwila BUILDING DIVISION SIG DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET M457 JOB NO. D33205-1 COMP NO. DWG NO. 09-101—PT1 M450 45-011-A209 g • • , P . • . s . • / 0 -0 TRENCH ON ON 2/M456 _ PLATFORM PT1V21 0 X2 ® PLATFORM PT1V21 1 1 0410 X3 x3 PLATFORM PT1V21 3/4"CD TO WALL 2% TOWARD EXISTING N DRAIN IN TUNNEL PLATFORM 1 /8"CD DEIONIZER oU PT1V21 1/2"DEIONIZED WATER TO HUMIDIFIER 1 /8"CD CD DUTE 3/4"CW ON .-11 PLATFORM FLOOR DHU-01 3/4 3/4"CW DN TO FIRST FLOOR 5EE SHEET 1M458 — AHU-1 T o DN > DN > 0 T BY PLJ v 31\G PARTIAL P LATFO v PLA APPROVED SCALE: 1/8" = 1'-0" DATE ORIG ADC THERMOPALSTICS AFP D33205-1 DLR GROUP CN 06.16.17 gl....tmorraermr”® rr— 22 (2� M456 M457 60 /'n'f Jun 15 2017 10:32 AM DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN C. NARRAMORE DATE 06.16.17 CHECKED ISSUE FOR PERMIT 06.16.17 SUBTITLE ENLARGED PLANS & DETAILS RECEIVED CITY OF i t3KWiLA JUN 21201 REVIEWED FOR CODE COMPLIANCE APPROVED PERMIT CEN TER JUL 21 2017 CURRENT REVISION SYMBOL° City of Tukwila BUILDING DIVISION SIG DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET M457 JOB NO. D33205-1 COMP NO. DWG NO. 09-101—PT1 M450 45-011-A209 SYM 4"CHWR - 4"CHWS —� " to 2 2" 0 2 0 2 0 21" HWS 2i" HWR 2-1/2" 2-1/2" HWS HWS 6"HWR CHWS , 6" 1 CHWR HWR— CHWS -0 CHWR 2-1/2" 2-1/2" 6" 6" HWS HWR CHWS CHWR I/ r`. /\/ `;`; /,:/,\----(j--- • - -0 STEP -UP O J 4"CHWS 4"CHWR to LPS LPC 2-1/2" DRIP LEG WITH 1"-15B4 F&T TRAP SET -DUTY 560#/HR CWM96 ®WM503 TYP. OR SIM. 2 UNITS THIS rL-4"CHW' (11 4"CHWS HWR i"LPC 24" HWS 2i"LPS 4"CHWR i"LPC 2i"LPS REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE - AS -BUILT - REFURB AHU'S (2008) A RELOCATE DRIP LEG TRAP OVER AHU 215 10460778 HARR HARR 04/20/10 04/20/10 B ADC THERMOPLASTICS AFP D33205 DLR GROUP CN 06.16.17 Ot...LMElF,Mrm DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN GUIDE R. CHECKED ENGINEER CHECKED APPROVED APPROVED LEGE\D HPC - HPS STM HWS HWR CHWS - CHWR COND PCOND LPC LPS GE \ RAL CONDENSATE STEAM HIGH PRESSURE 125, 250 PSIG) HIGH PRESSURE STEAM SUPPLY STEAM SUPPLY HEATING WATER SUPPLY HEATING WATER RETURN CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSATE PUMPED CONDENSATE LOW PRESSURE CONDENSATE LOW PRESSURE STEAM OTES AHU 214 & 215 REFURBISHED IN 2008. SEE DWG CWM503. REHEAT COIL IN AHU 214 REPLACED IN 2008. NEW COIL: COLMAC BWL-43.5X108-2R-8F-WR. EFEH\CE D AWI\GS TIFF 109 -101B -4672-M2 PRODUCTION AREA -TRUSS LEVEL PLAN TIFF 109 -101B -4657-M4 SECTIONS 109-101-CWM500 CATWALK PIPING PLANS, SECTIONS & DETAILS 109-101-M1M94 MEZZANINE SUPPORT AREA PIPING PLAN 109-101-CWM147 CATWALK PLUMBING PLAN 109-101-1M188 PIPING FIRST FLOOR PLAN 2"CHWS/CHWR MOUNT TIGHT TO WALL AND DROP TO BELOW PLATFORM ISSUE FOR PERMIT 06.16.17 40/ TE SUBTITLE 06.16.17 C CWM60 CWM61 CWM62 CWM63 CWM64 CWM65 CWM66 CWM67 CWM68 CWM69 CWM70 CWM71 CWM 72 CWM 73 CWM74 CWM75 CWM76 CWM77 CWM78 CWM79 CWM80 CWM81 CWM82 CWM83 WM84 CWM85 CWM86 am 7 ___6WM8z REVIEWED FOR E COWMANCE AP , a? CWM9ibL,>V�M/ RECEIVED Y OF CWM89 JUN 21 2017 PERMIT CENTER CATWALK HVAC PIPING PLAN CWM90 CWM91 CWM94 KEY P LAN SCALE: NONE CURRENT REVISION SYMBOL D33205 fy 3 DATE of Tukwila NG DIVISION 06.16.17 TITLE ADC THERMOPLASTICS AFP BUILDING 9-101.CW MECHANICAL MASTER COL. W -Z/22-23 SHEET CWM96 JOB NO. D33205-01 COMP NO. DEV. CENTER, WA DWG NO. 09-101-CWM96 Jun 15 2017 10:32 AM GRUNGAMORNCHAI: 6/12/2017 4:32:13 PM SYM REVISION BY APPROVED DATE SYM REVISION PA'TIAL PLA\ VIEW SCALE: 1/8"= 1' —0" BY APPROVED DATE - REDRAWN TO ACAD FROM 109-1018-4682/4684-M2 KB CH 6.24.01 A RELOCATE FREEZER 110064-06 KGP RWS 12.20.01 - MOVED SPRINK. TO CWM292 S.RU DELL 11.16.07 B REMOVE FREEZER W2502518 HARR 03/06/14 C ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.16.17 QBOE/NG° p - 1M292 M456 1 M29 1M295 M296 DLR Group Architecture Engineering Planning Interiors LECE\D (EXIST) STANDARD SPRINKLER, PENDANT (165' UNLESS OTHERWISE NOTED) —0— (NEW) STANDARD SPRINKLER, PENDANT (165' UNLESS OTHERWISE NOTED) (EXIST) STANDARD SPRINKLER, SIDEWALL (165' UNLESS OTHERWISE NOTED) UN ESS OTHERWISE RWISESTANDARD PNOTED) RINKLER' SIDEWALL (165' UN- XLESS SOTHEDRWIDSESNOIT NKLED) R, UPRIGHT (165' —0_ UNLESS STOTHD RWISEARD PNOTED) RINKLER' UPRIGHT (165' SPRINKLER PIPING, SIZE AND SLOPE TO LOW POINT DRAIN 0 SPRINKLER RISER (ALARM VALVE OR UPPER) FLOORS WATER MOTOR GONG WATER MOTOR GONG 6 PIPE HANGER 2 -WAY EARTHQUAKE BRACING 4 -WAY EARTHQUAKE BRACING GE\PAL \OTES CO \ STS U CTI C \ \OTES 'EFHE\CE J �AWI\GS RECEIVED CITY OF T UKWILA JUN 21 2011 PERMIT CENTER '5) 1M260 1M261 1M262 1M263 1M264 1M265 1M266 1M267 1M268 1M269 1M270 1M271 1M272 1M273 1M274 1M275 1M276 1M277 1M278 1M279 '1M284 1M289 1M280 1M281 1M282 1M283 < 19 1M 285 1M286 1 M 2R72Lia„ _____20 ,I E wEo r4R 21 1M290 1M291 // r, ri�E:'`I3IANCE jiiiii PROVED 194 1M 291511 1i29 . 9-101.1 KEY PLAN Tukwila BUILG DIVISION 3 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. DATE SUBTITLE 06.16.17 CHECKED FIRE PROTECTION FLOOR PLAN CURRENT REVISION SYMBOL D33205-01 C DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 9-101.1 COL. S—W/21-22 ARCHITECTURAL MASTER SHEET 1M292 JOB NO. D33205-01 COMP NO. DEV. CENTER, WA DWG No. 09-101-1M292 Jun 15 2017 10:32 AM GRUNGAMORNCHJ: 5/11/2017 2:16:35 PM \ / X A 1 FREEZER WALK-IN BEHC 31-073261 BSS7002 1 LL --- --- ---- -- -- --- --- -- -- --- ---- --- I GIRD 1 1 1 I 1 1 11 1 1 11 1 _ASER ROOM I 1 1 111 11V21 T L41) F( 1 1 1 1 1 11 I� 1 1 1 11 11 1 1 1 1 1 11 d1 i I -I x x x x x x x x 1 1 1 x x x / , x x x x x X3 - I REVISION BY APPROVED DATE SYM REVISION PA'TIAL PLA\ VIEW SCALE: 1/8"= 1' —0" BY APPROVED DATE - REDRAWN TO ACAD FROM 109-1018-4682/4684-M2 KB CH 6.24.01 A RELOCATE FREEZER 110064-06 KGP RWS 12.20.01 - MOVED SPRINK. TO CWM292 S.RU DELL 11.16.07 B REMOVE FREEZER W2502518 HARR 03/06/14 C ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.16.17 QBOE/NG° p - 1M292 M456 1 M29 1M295 M296 DLR Group Architecture Engineering Planning Interiors LECE\D (EXIST) STANDARD SPRINKLER, PENDANT (165' UNLESS OTHERWISE NOTED) —0— (NEW) STANDARD SPRINKLER, PENDANT (165' UNLESS OTHERWISE NOTED) (EXIST) STANDARD SPRINKLER, SIDEWALL (165' UNLESS OTHERWISE NOTED) UN ESS OTHERWISE RWISESTANDARD PNOTED) RINKLER' SIDEWALL (165' UN- XLESS SOTHEDRWIDSESNOIT NKLED) R, UPRIGHT (165' —0_ UNLESS STOTHD RWISEARD PNOTED) RINKLER' UPRIGHT (165' SPRINKLER PIPING, SIZE AND SLOPE TO LOW POINT DRAIN 0 SPRINKLER RISER (ALARM VALVE OR UPPER) FLOORS WATER MOTOR GONG WATER MOTOR GONG 6 PIPE HANGER 2 -WAY EARTHQUAKE BRACING 4 -WAY EARTHQUAKE BRACING GE\PAL \OTES CO \ STS U CTI C \ \OTES 'EFHE\CE J �AWI\GS RECEIVED CITY OF T UKWILA JUN 21 2011 PERMIT CENTER '5) 1M260 1M261 1M262 1M263 1M264 1M265 1M266 1M267 1M268 1M269 1M270 1M271 1M272 1M273 1M274 1M275 1M276 1M277 1M278 1M279 '1M284 1M289 1M280 1M281 1M282 1M283 < 19 1M 285 1M286 1 M 2R72Lia„ _____20 ,I E wEo r4R 21 1M290 1M291 // r, ri�E:'`I3IANCE jiiiii PROVED 194 1M 291511 1i29 . 9-101.1 KEY PLAN Tukwila BUILG DIVISION 3 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. DATE SUBTITLE 06.16.17 CHECKED FIRE PROTECTION FLOOR PLAN CURRENT REVISION SYMBOL D33205-01 C DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 9-101.1 COL. S—W/21-22 ARCHITECTURAL MASTER SHEET 1M292 JOB NO. D33205-01 COMP NO. DEV. CENTER, WA DWG No. 09-101-1M292 Jun 15 2017 10:32 AM GRUNGAMORNCHJ: 5/11/2017 2:16:35 PM SYM REVISION 11V21 • 1 1 1 1 1 1 • o❑ 0 LASER ROOM 11V21 BY -1 (12w21 0 X1 /11 X3 y APPROVED DATE SYM 1M292 M456 1 M29 1M295 1M296 REVISION 0I 0I -TRENCH n L 1"0 1 1/4"0 i I0 •I 1"0 E10 si* T 7- 2"0 2 1/2"0 TRENCH 1 1/2"0 /4"0 PATTIAL PLA\ VIEW SCALE: 1/8"=1'-0" BY APPROVED DATE A CONST. 400/100K CLEAN RM 7576603-00 KGP RWS/EJC B INSTALL IS/PS TOOLING 777097-45 KGP RWS/EJC MOVED SPRINK. TO DWG. CWM293 S.RU DELL 11.16.07 C RELOCATE SEALAUNCH 11670978 M.WONG RWS 03.29.11 D ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.16.17 • Q� BOE/NG DLR Group Architecture Engineering Planning Interiors L =GE\� UNLESS OTHERWISE SPRINKLENOTED) R, PENDANT (165' -O- (NEW) STANDARD SPRINKLER, PENDANT (165' UNLESS OTHERWISE NOTED) - (EXIST) STANDARD SPRINKLER, SIDEWALL (165' UNLESS OTHERWISE NOTED) - UNLESS STOTHDERWISEARD PNO ED) RINKLER' SIDEWALL (165' - (EXIST) STANDARD SPRINKLER, UPRIGHT (165 UNLESS OTHERWISE NOTED) -0- UNLESS STOT ANDERWISEARD PNOTED) RINKLER' UPRIGHT (165 SPRINKLER PIPING, SIZE AND SLOPE TO LOW POINT DRAIN 0 SPRINKLER RISER (ALARM VALVE OR UPPER) FLOORS T WATER MOTOR GONG _O_ WATER MOTOR GONG -�� PIPE HANGER -#- 2 -WAY EARTHQUAKE BRACING -X- 4 -WAY EARTHQUAKE BRACING GE\ RAL \OTES CO\ STUCTIO\ OTES EFRE\CE D AWI\GS RECEIVED CITY OF T 'UKWILiA JUN 21 2017 PERMIT CENTER (S). F 1- V T T T T, 1M260 1M261 1M262 1M263 1M264 1M265 1M266 1M267 1M268 1M269 1M270 1M271 1M272 1M273 1M274 1M275 1M276 1M277 1M278 1M279 1M280 1M281 1M282 1M283 1M285 1M286 1M287 1M288 ri1M284 1M289 1M290 1M291 y:�o;'E, rtr a "� R �1 1M2 94 OODtt;�CtK1GE 1M2 p ai'.;h D 9-101.1 KEY PLA 21 2017 City of Tukwila ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. DATE 06.16.17 CHECKED SUBTITLE FIRE PROTECTION FLOOR PLAN CURRENT REVISION D33205-01 SYMBOL u LDf-NG � I ISION APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED C� i.6" 1 Jun 15 2017 10:32 AM APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 9-101 MECHANICAL MASTER COL. W—Z/21-22 DEV. CENTER, WA SHEET 1M293 JOB NO. D33205-01 COMP NO. DWG NO. 09-101-1 M293 0 cO 1 0 szfr 1'- 4 • i '4- -I LJ W30X173 SYM REVISION 0 0 W33 221 BY APPROVED DATE SYM 109-10 H -10U1 -51b 4" RISE 11'-2" REVISION 8" RISER 109^ H-1 ie,--- FIRE HOSE STATION b BY APPROVED DATE REDRAWN TO ACAD FROM 109 -101B -4684-M2 KB CH 6.24.01 MOVED SPRINK. FROM 1M295 TO CWM295 S.RUDELL 11.15.07 A ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.16.17 9 0 3) 221 Q� BOE/NG C'- 109-10 H -1001 -Sib 0 • LEGE\D (EXIST) STANDARD SPRINKLER, PENDANT (165' UNLESS OTHERWISE NOTED) -O- (NEW) STANDARD SPRINKLER, PENDANT (165° UNLESS OTHERWISE NOTED) (EXIST) STANDARD SPRINKLER, SIDEWALL (165' UNLESS OTHERWISE NOTED) - (NEW) STANDARD SPRINKLER, SIDEWALL (165' UNLESS OTHERWISE NOTED) - (EXIST) STANDARD SPRINKLER, UPRIGHT (165' UNLESS OTHERWISE NOTED) -0- (NEW) STANDARD SPRINKLER, UPRIGHT (165' UNLESS OTHERWISE NOTED) SPRINKLER PIPING, SIZE AND SLOPE TO LOW POINT DRAIN 0 SPRINKLER RISER (ALARM VALVE OR UPPER) FLOORS I WATER MOTOR GONG --A- WATER MOTOR GONG -74-- PIPE HANGER 2 -WAY EARTHQUAKE BRACING - 4 -WAY EARTHQUAKE BRACING s GE\ HAL \CIES BSER OOM 1 V2 1 C O \ STS L CT 0\ \OTES CONNECT TO EXISTING RISER 8" RISER SEE pDETAILS ISV9�1 EFEE\CE SAI \GS 9-101-CWM295 CATWALK FIREPROTECTION PLAN RECEIVED CITY OF IUKWILA DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. 1M292M456 iM293`� 1M295 1M296 JUN 21 2011 PERMIT CENTER ISSUE FOR PERMIT 06.16.17 DATE 06.16.17 CHECKED SUBTITLE 1Wg FIRE PROTECTION FLOOR PLAN 9-101.1 KE CURRENT REVISION D33205-01 PLAN City of SYMPLDINGI. VISION 1 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED l.2/ -11 - Jun 15 2017 10:32 AM APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101.1 COL. S-41/22-23 DEV. CENTER, WA SHEET 1M295 JOB NO. D33205-01 COMP NO. DWG NO. 09-101-1M295 GRUNGAMORNCHAI: 5/11/2017 2:15:33 PM -V T T T T__, 1M260 1M261 1M262 1M263 1M264 1M265 1M266 1M267 1M268 1M269 1M270 1M271 --- 1M272 1M273 1M274 1M275 1M276 1M277 1M278 1M279 1M280 1M281 1M282 1M283 -I1 M 284 1M285 1M286 1M287 1M288 1M289 1M290 M 1Evi .'LEI A 1 294; ;."12,41 ,‘1M296 9-101.1 KE CURRENT REVISION D33205-01 PLAN City of SYMPLDINGI. VISION 1 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED l.2/ -11 - Jun 15 2017 10:32 AM APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101.1 COL. S-41/22-23 DEV. CENTER, WA SHEET 1M295 JOB NO. D33205-01 COMP NO. DWG NO. 09-101-1M295 GRUNGAMORNCHAI: 5/11/2017 2:15:33 PM LASER ROOM 1 1 V2 1 0 SYM REVISION 3 0 0 0 0 u I I I I I I 11 L o J 11 0 0 L T r ni 1M292 M456 1M29 1M295 1M296 BY APPROVED DATE SYM N REVISION O rJ L1 n L_ J 1 L L_ 3'-8" M L 1 L1 TTI If ---T"-7 L_ -1-J I --1-J 18'-4" 4 J L_ L L_ L_ J T J I— J m O X C) or 0) DATIAL PLA\ VIEW BY APPROVED DATE - REDRAWN TO ACAD FROM 109-1018-4685-M2 KB CH 6.15.01 - MOVED SPRINK. TO DWG. CWM296 S.RUDELL 11.15.07 A RELOCATE SEALAUNCH 11670978 M.WONG RWS 03.29.11 B ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.16.17 VW - ° DLR Group Architecture Engineering Planning Interiors ISSUE FOR PERMIT 06.16.17 LEGE\D (EXIST) STANDARD SPRINKLER, PENDANT (165' UNLESS OTHERWISE NOTED) -0- (NEW) STANDARD SPRINKLER, PENDANT (165' UNLESS OTHERWISE NOTED) - (EXIST) STANDARD SPRINKLER, SIDEWALL (165' UNLESS OTHERWISE NOTED) UNLESS OTHERWISE STANDARD SPNOTED) RINKLER' SIDEWALL (165' UNXLESS STANDAR0TH RWIDSESNOITED) NKLER, UPRIGHT (165' _ UNLESS OTHERWISESTANDARD PNOTED) RINKLER, UPRIGHT (165' s SPRINKLER PIPING, SIZE AND SLOPE TO LOW POINT DRAIN 0 SPRINKLER RISER (ALARM VALVE OR UPPER) FLOORS T WATER MOTOR GONG _A WATER MOTOR GONG PIPE HANGER -;- 2 -WAY EARTHQUAKE BRACING 4 -WAY EARTHQUAKE BRACING GE\HAL \OTES CO\STUCTIO\ \OTES EF \C DAWI\GS RECEIVED CITY OF TUKWILA JUN 21 2017 PERMIT CENTER 1M260 1M261 1M262 1M263 1M264 1M265 1M266 1M267 1M268 1M269 1M270 1M271 1M272 1M273 1M274 1M275 1M276 1M277 1M278 1M279 1M280 1M281 1M282 1M283 J 1M284 1M285 1M286 1M289 1M290 1M291 11\1294 9-101.1 KEY PLA 1M288 OR NC 1 M295R ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN GUIDE R. CHECKED ENGINEER CHECKED APPROVED APPROVED DATE SUBTITLE 06.16.17 FIRE PROTECTION FLOOR PLAN CURRENT REVISION SYMBOL D33205-01 is RI Ill flINC, DIVISION 06.16.17 g TITLE ADC THERMOPLASTICS AFP BUILDING 9-101.1 MECHANICAL MASTER COL. W -Z/22-23 SHEET 1M296 JOB NO. D33205-01 COMP NO. DEV. CENTER, WA DWG No. 09-101-1M296 Jun 15 2017 10:32 AM GRUNGAMORNCHAI: 5/11/2017 2:13:51 2"x15" DRAIN POTS vAc J J v SCALE: NONE ALTERNATE 3" TO COMPRESSOR -, AI\ POT DETAIL 3" BALL VA BY—PASS LINE PRESS GAUGE (0-160 PSI) 3" BALL VALVE VACUU v SCALE: NONE REVISION 1M138 1M508 3"CA DIFF. PRESS GAUGE WILKERSON X08-02-000 1" BALL VA VENT 3" BALL VALVE ALTERNATE i 3" PIPE MINIMUM FOR HORIZONTAL RUNS BLACK MALLEABLE IRON PIPE OR p COPPER 3" 90' ELL OR REDUCING TEE 7, J Y2" PIPE MINIMUM FOR HORIZONTAL RUNS Y" 90' ESL OR REDUCING TEE BLACK MALLEABLE IRON OR COPPER PIPE AND FITTINGS " X " ELL UNISTRUT WITH (---- PIPE SUPPORT (TYP) —#" HARD PIPE 3" BALL VALVE 3" X in X 8" TEE " TEE i" PARKER QUICK COUPLER, E—Z—MATE SERIES EZ306M-6T CCVPESSED 3" PARKER QUICK COUPLER, E—Z—MATE SERIES EZ308M-8T AIS 0 SCALE: NONE 3" TO OUTLETS 3" NPT COALESCING AIR FILTER WITH AUTO DRAINER FOR 90%+ REMOVAL OF SOLIDS AND LIQUID AEROSOLS 0.03 MICRON OR LESS. WILKERSON MODEL M50—OE—COO WITH TYPE "C" ELEMENT AND MODEL XOA-04—M00 AUTO DRAIN. TO FLOOR DRAIN DAI\ POT DETAIL (4 BY APPROVED 1M138 1M508 DATE SYM REVISION VACUU v •AI\ " ELBOW TLET DETAIL (2 1M13811M508 TO TRUSS SPACE 3" BALL VA. 4(1�,.--3 TO OUTLETS 3" CAP MOISTURE DRAIN (SEE DET. 1 THIS SHT.) SCALE: NONE BY VAC L " X i" ELL v 7\ J UNISTRUT WITH PIPE SUPPORT (TYP) �'— Y" BLACK MALLEABLE IRON PIPE 4 BALL VALVE 1■1 11 QUIC " TEE f1 \\_1" PARKER VACUUM QUICK—CONNECT STEM SS—QC6—D-6PMHS C0\\ ECT SCALE: NONE i" ELL DETAIL 1M138y508 w a - w 0 0 00 C i"CD POT DETAIL (5 APPROVED DATE ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.16.17 1M138 1M508 MiffE/NG m C'— 1 M 508 C0\ E\SATE CONDENSATE PUMP PLAN P DETAIL "CD 6 SCALE: NONE ir,CD Jun 15 2017 10:33 AM U CONDENSATE PUMP SECTION SECTIO\ SCALE: NONE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 1M1381)A508 i"CD CLEAN ROOM ROOF 1M508 DRAWN GUIDE R. CHECKED DLR Group Architecture Engineering Planning Interiors LE3E\D GE\EAL \ OT ES EFE�E\CE DAW\CS TIFF 109 -101B -4632—M1 TIFF 109 -101B -4732—M1 9-101-1M138 9-101-1M188 C0\STCTI0\ PLUMBING TRUSS SPACE PLAN PLUMBING 1st FLOOR PLAN PLUMBING FIRST FLOOR PLAN PIPING FIRST FLOOR PLAN \ CTES RECEIVED CITY OF T UKWILA JUN 212017 PERMIT CENTER ISSUE FOR PERMIT 06.16.17 DATE 06.16.17 SUBTITLE PLUMBING SECTIONS & DETAILS CURRENT REVISION D33205-01 REVIEWED CODE COMPLI Arrno'I[ NCE JUL 21 2017 City of Tukwila BUILDING DIVISION SYMBOL A DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC TEHRMOPLASTICS AFP BUILDING 9-101.1 MECHANICAL MASTER COL. W—Z/19-21 DEV. CENTER, WA SHEET 1M508 JOB NO. D33208-01 COMP NO. DWG NO. 09-101.1-1M508 f;Rl1NrAMnRNCHAI• 6/17/7017 4.77.47 Ptd 0-101 DO \T LST DESCRIPTION FUNCTIONAL POINTS OPERATOR TERMINAL OUTPUT SOFTWARE OUTPUTS INPUTS COMMANDS STATUS DISPLAY DIGITAL ANALOG DIGITAL ANALOG START/STOP H I/LOW ON/OFF GEN OFF CONTROLLER OUTPUT SPEED FILTER DIFFERENTIAL PRESSURE AUXILIARY CONTACT STATUS CURRENT RELAY COMMON ALARM TEMPERATURE RELATIVE HUMIDITY PRESSURE CD SPEED FEEDBACK CO2 SENSOR MANUAL S/S MANUAL CPA MANUAL ON/OFF TIMED OFF GEN OFF MANUAL TIMED ON GEN OFF HI ALARM LOW ALARM FLOATI NG HI ALARM FLOATING LO ALARM ABNORMAL TEMPERATURE PRESSURE RELATIVE HUMIDITY GENERAL FAILURE CDU_ ACTUATOR POSITION SUB STATION AMPERES INPUT SIGNAL / SCHEDULED S/S ZERO ENERGY BAND LOAD RESET ENTHALPY DIFFERENTIAL ECONOMIZER OPTIMUM START DUTY CYCLE OPTIMUM STOP NIGHT CYCLE NIGHT PURGE DEMAND AVERAGE TEMPERATURE CHILLER OPT. SAFE I Y PROGRAM AHU'S 74 I I <, _ I AHU-1 SUPPLY FAN X X X X X X X X MIXING DAMPERS CHW COIL HW COIL X X X1 X X MIXED AIR TEMP X X X X SUPPLY AIR TEMP SPACE TEMP SPACE RELATIVE HUMIDITY X X X X X X X X X X X X FREEZE 1 X 1 X SMOKE X X FILTER AP RETURN AIR X X X EF'S X X X EF -1 POWER SUPPLY BY ELECTRICAL (SPEC DIVISION 26) r r- HUI/IDIFIH CO\TOL 'DA\EL 0 r DUCT HIGH HUMIDITY LIMIT HUMIDIFIER ro 0 SD TT 0 0 0 F HEATING WATER COIL CHWS CHILLED WATER COIL TEMPERATURE CONTROL VALVE CHWS OA E 0 T TT -� �----- 1 T ROOM HUMIDITY SENSOR - i ---1 I L ROOM TEMP SENSOR L_ J SPACE 7SERVED BY UNIT --� r -1 AO HUMIDTY LEVEL FAN FAN FAN FAN START/ STATUS SPEED SPEED STOP FEEDBACK SUMMARY FAN A_ARM START STOP UNIT HEATING COOLING SA VALVE VALVE TEMP MIXED MIXED AIR AIR TEMP CONTROL DI DIRTY FILTER ALARM SPACE SMOKE RETURN ROOM CARBON DUCT TEMP DETECTOR AIR RELATIVE DIOXIDE HUMIDITY ALARM TEMP HUMIDITY DETECTOR HI LIMIT SYM REVISION BY APPROVED DATE SYM Ev CS PA\EL REVISION BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP DD3205-1 DLR GROUP CN 06.16.17 1. ADC AHU (CRITICAL TEMEPRATURE/HUMIDITY CONTROL) GENERAL: (AHU-1) A. UNIT IS A VARIABLE AIR VOLUME, AIR HANDLING UNIT. B. SUPPLY FAN PROOF OF AIR FLOW IS BY FEEDBACK FROM THE VFD ON THE FAN MOTOR. IF FLOW IS NOT PROVEN IN 30 SECONDS (ADJ), EMCS DISABLES UNIT FAN AND INITIATES AN ALARM TO EMCS CONSOLE. C. ALL SYSTEM SET POINTS, TIME DELAYS, PARAMETERS, START TIMES, ETC, SHALL BE FULLY SOFTWARE ADJUSTABLE THROUGH THE OPERATOR TERMINAL LOCATED AT THE 09 -XX BUILDING. D. UNIT SUPPLY FAN VFDS ARE INTERLOCKED WITH SMOKE DETECTORS. FAN MOTORS STOP WHEN UNIT IS DISABLED BY SMOKE DETECTOR. ALARM WILL BE INDICATED AT EMCS PANEL. E. DIRTY FILTER CONDITION INITIATES AN ALARM TO THE EMCS PANEL WHEN HIGH PRESSURE DROP SETPOINT IS REACHED. F. LOW UNIT INTERIOR TEMPERATURE AS SENSED AT UNIT COIL SECTION BELOW 45 DEGREES SHALL ENERGIZE UNIT HOT WATER COIL VALVE TO FULL, ENERGIZE SYSTEM WATER HEATING PUMP, ALARM AT EMCS PANEL AND CAUSE UNIT FAN TO SHUT -DOWN. UNOCCUPIED OPERATION A. UNIT STARTS BY DIRECT COMMAND FROM EMCS. START/STOP PROGRAM RESIDES IN EMCS. SYSTEM WILL START BASED UPON THE OPTIMUvI START TIME SCHEDULE PROGRAM (ADJ). PROGRAM SHALL CONSIDER THE TIME OF DAY, DAY OF WEEK, HOLIDAY SCHEDULE, OUTSIDE AIR TEMPERATURE, SPACE TEMPERATURES AND BUILDING THERMAL COEFFICIENTS IN DETERMINING OPTIMUM START TIME. OA TEMPERATURE SENSOR PROVIDES OA TEMPERATURE FOR THIS FUNCTION. IN UNOCCUPIED MODE OPERATE FAN AT FULL FLOW. B. PREHEAT VENTILATION CYCLE: AT START COMMAND WHEN OA TEMPERATURE IS BELOW 45 DEG.F. HW VALVE FULLY OPENS. WHEN HW FLOW IS PROVEN, OA DAMPER OPENS TO MINIMUM VENTILATION POSITION, RA DAMPER REMAINS OPEN, AFTER A 15 SECOND TIME DELAY, SUPPLY FANS START. THIS CYCLE WILL CONTINUE UNTIL SPACE TEMPERATURE IS 70 DEG F. C. PRECOOL VENTLATION CYCLE: WHEN OA IS ABOVE 60 DEG OA (ADJ), EMCS WILL START RETURN AND SUPPLY FANS AND SELECT EITHER OUTSIDE OR RETURN AIR STREAM WITH LOWEST SENSIBLE HEAT TO COOL SPACE. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED OCCUPIED OPERATION A. AT CONCLUSION OF ABOVE START-UP CYCLES, EMCS ENABLES AIR HANDLING UNIT TO GO INTO THE OCCUPIED CYCLE IN HEATING MODE OR COOLING MODE WITH OUTSIDE AIR. HEATING OR COOLING LEAVING AIR TEMPERATURE WILL BE RAISED OR LOWERED BASED ON A ROOM SENSOR RESETTING A SUPPLY AIR DISCHARGE CONTROLLER, ROOM TEMPERATURE SETPOINT SHALL BE 72 DEGREES F (ADJ). DEFAULT SUPPLY FAN SPEED SHALL PROVIDE 75% OF THE FULL FLOW CFM. IF IN COOLING MODE, THE ROOM TEMPERATURE IS 4 DEGREES F ABOVE SETPOINT, THEN FAN SPEED SHALL BE 100%, WHEN ROOM TEMPERATURE SHALL RETURN TO SETPOINT REVERT BACK TO 75% OF FULL FLOW. B. EMCS SHALL SELECT EITHER 100% OUTSIDE OR RETURN AIR AND MINIMUM OUTSIDE AIR (WHICHEVER HAS LOWEST TEMPERATURE WHEN UNIT IS ON OUTSIDE AIR COOLING MODE.) THE HOT WATER CONTROL VALVE SHALL BE CLOSED IN COOLING MODE. D. IN HEATING MODE THE SUPPLY FAN SPEED SHALL BE 75% OF FULL FLOW. THE OUTSIDE AIR DAMPER MINIMUM POSITION SHALL BE LIMITED TO PROVIDE THE SCHEDULED MINIMUM AIRFLOW. THE MEASURED DIFFERENCE BETWEEN THE RETURN DUCT MOUNTED CARBON DIOXIDE SENSOR AND THE COMMON OUTDOOR AIR CARBON DIOXIDE SENSOR SHALL BE MAINTAINED LESS THAN 500 PPM. THE MINIMUM OUTDOOR RATE CORRESPONDING TO THIS REQUIREMENT IS 30 PERCENT OF THE SCHEDULED MINIMUM AIRFLOW. MODULATE THE MINIMUM OUTDOOR AIR DAMPER POSITION SETPOINT BETWEEN THESE TWO LIMITS. E. SMOKE DETECTORS IN RETURN DUCT SHALL STOP UNIT FANS AND ALARM EMCS PANEL. F. ON CALL FOR HUMIDIFICATION, MCMS SHALL INITIATE HUMIDIFIER AND MAINTAIN RELATIVE HUMIDITY SETPOINT IN SPACE. DRAWN GUIDE R. CHECKED DATE 06.16.17 1 SUBTITLE Ib L =GE\D SEVERAL COTES A. MANTAIN TEMPERATURE IN THE MANUFACTURING AREA BETWEEN 65T TO 7SF F WITH MAXIMUM TEMPERATURE FLUCTUATION OF 3T WITHIN 8 HOUR PERIOD. B. MANTAIN RELATIVE HUMIDITY AT 30% TO 60%. REFERE\CE GS DLR Group Architecture Engineering Planning Interiors RECEPJED CITY OF TUKWILA JUN 21 2017 PERMIT CENTER ISSUE FOR PERMIT 06.16.17 REVIEWED CODE COMP APPROV MECHANICAL CONTROLS CURRENT REVISION DD3205 1 SYMBOL OR IANCE JUL 21 2017 City of Tukwila DIVISION 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED Ain 1-5 2417 10:33 AM APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 09-101 MECHANICAL MASTER COL. DEV. CENTER. WA SHEET M323 JOB NO. COMP NO. DWG NO. 09-101-M1V f;AMC1RNCHAI• R /1.3 /9(117 19•72.n(1 PM I- - - -0 — , 0 0 0 0 \ FILTER \\/< ' M I X / SECTION SD `>< 74 I I <, _ I 0 T TT -� �----- 1 T ROOM HUMIDITY SENSOR - i ---1 I L ROOM TEMP SENSOR L_ J SPACE 7SERVED BY UNIT --� r -1 AO HUMIDTY LEVEL FAN FAN FAN FAN START/ STATUS SPEED SPEED STOP FEEDBACK SUMMARY FAN A_ARM START STOP UNIT HEATING COOLING SA VALVE VALVE TEMP MIXED MIXED AIR AIR TEMP CONTROL DI DIRTY FILTER ALARM SPACE SMOKE RETURN ROOM CARBON DUCT TEMP DETECTOR AIR RELATIVE DIOXIDE HUMIDITY ALARM TEMP HUMIDITY DETECTOR HI LIMIT SYM REVISION BY APPROVED DATE SYM Ev CS PA\EL REVISION BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP DD3205-1 DLR GROUP CN 06.16.17 1. ADC AHU (CRITICAL TEMEPRATURE/HUMIDITY CONTROL) GENERAL: (AHU-1) A. UNIT IS A VARIABLE AIR VOLUME, AIR HANDLING UNIT. B. SUPPLY FAN PROOF OF AIR FLOW IS BY FEEDBACK FROM THE VFD ON THE FAN MOTOR. IF FLOW IS NOT PROVEN IN 30 SECONDS (ADJ), EMCS DISABLES UNIT FAN AND INITIATES AN ALARM TO EMCS CONSOLE. C. ALL SYSTEM SET POINTS, TIME DELAYS, PARAMETERS, START TIMES, ETC, SHALL BE FULLY SOFTWARE ADJUSTABLE THROUGH THE OPERATOR TERMINAL LOCATED AT THE 09 -XX BUILDING. D. UNIT SUPPLY FAN VFDS ARE INTERLOCKED WITH SMOKE DETECTORS. FAN MOTORS STOP WHEN UNIT IS DISABLED BY SMOKE DETECTOR. ALARM WILL BE INDICATED AT EMCS PANEL. E. DIRTY FILTER CONDITION INITIATES AN ALARM TO THE EMCS PANEL WHEN HIGH PRESSURE DROP SETPOINT IS REACHED. F. LOW UNIT INTERIOR TEMPERATURE AS SENSED AT UNIT COIL SECTION BELOW 45 DEGREES SHALL ENERGIZE UNIT HOT WATER COIL VALVE TO FULL, ENERGIZE SYSTEM WATER HEATING PUMP, ALARM AT EMCS PANEL AND CAUSE UNIT FAN TO SHUT -DOWN. UNOCCUPIED OPERATION A. UNIT STARTS BY DIRECT COMMAND FROM EMCS. START/STOP PROGRAM RESIDES IN EMCS. SYSTEM WILL START BASED UPON THE OPTIMUvI START TIME SCHEDULE PROGRAM (ADJ). PROGRAM SHALL CONSIDER THE TIME OF DAY, DAY OF WEEK, HOLIDAY SCHEDULE, OUTSIDE AIR TEMPERATURE, SPACE TEMPERATURES AND BUILDING THERMAL COEFFICIENTS IN DETERMINING OPTIMUM START TIME. OA TEMPERATURE SENSOR PROVIDES OA TEMPERATURE FOR THIS FUNCTION. IN UNOCCUPIED MODE OPERATE FAN AT FULL FLOW. B. PREHEAT VENTILATION CYCLE: AT START COMMAND WHEN OA TEMPERATURE IS BELOW 45 DEG.F. HW VALVE FULLY OPENS. WHEN HW FLOW IS PROVEN, OA DAMPER OPENS TO MINIMUM VENTILATION POSITION, RA DAMPER REMAINS OPEN, AFTER A 15 SECOND TIME DELAY, SUPPLY FANS START. THIS CYCLE WILL CONTINUE UNTIL SPACE TEMPERATURE IS 70 DEG F. C. PRECOOL VENTLATION CYCLE: WHEN OA IS ABOVE 60 DEG OA (ADJ), EMCS WILL START RETURN AND SUPPLY FANS AND SELECT EITHER OUTSIDE OR RETURN AIR STREAM WITH LOWEST SENSIBLE HEAT TO COOL SPACE. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED OCCUPIED OPERATION A. AT CONCLUSION OF ABOVE START-UP CYCLES, EMCS ENABLES AIR HANDLING UNIT TO GO INTO THE OCCUPIED CYCLE IN HEATING MODE OR COOLING MODE WITH OUTSIDE AIR. HEATING OR COOLING LEAVING AIR TEMPERATURE WILL BE RAISED OR LOWERED BASED ON A ROOM SENSOR RESETTING A SUPPLY AIR DISCHARGE CONTROLLER, ROOM TEMPERATURE SETPOINT SHALL BE 72 DEGREES F (ADJ). DEFAULT SUPPLY FAN SPEED SHALL PROVIDE 75% OF THE FULL FLOW CFM. IF IN COOLING MODE, THE ROOM TEMPERATURE IS 4 DEGREES F ABOVE SETPOINT, THEN FAN SPEED SHALL BE 100%, WHEN ROOM TEMPERATURE SHALL RETURN TO SETPOINT REVERT BACK TO 75% OF FULL FLOW. B. EMCS SHALL SELECT EITHER 100% OUTSIDE OR RETURN AIR AND MINIMUM OUTSIDE AIR (WHICHEVER HAS LOWEST TEMPERATURE WHEN UNIT IS ON OUTSIDE AIR COOLING MODE.) THE HOT WATER CONTROL VALVE SHALL BE CLOSED IN COOLING MODE. D. IN HEATING MODE THE SUPPLY FAN SPEED SHALL BE 75% OF FULL FLOW. THE OUTSIDE AIR DAMPER MINIMUM POSITION SHALL BE LIMITED TO PROVIDE THE SCHEDULED MINIMUM AIRFLOW. THE MEASURED DIFFERENCE BETWEEN THE RETURN DUCT MOUNTED CARBON DIOXIDE SENSOR AND THE COMMON OUTDOOR AIR CARBON DIOXIDE SENSOR SHALL BE MAINTAINED LESS THAN 500 PPM. THE MINIMUM OUTDOOR RATE CORRESPONDING TO THIS REQUIREMENT IS 30 PERCENT OF THE SCHEDULED MINIMUM AIRFLOW. MODULATE THE MINIMUM OUTDOOR AIR DAMPER POSITION SETPOINT BETWEEN THESE TWO LIMITS. E. SMOKE DETECTORS IN RETURN DUCT SHALL STOP UNIT FANS AND ALARM EMCS PANEL. F. ON CALL FOR HUMIDIFICATION, MCMS SHALL INITIATE HUMIDIFIER AND MAINTAIN RELATIVE HUMIDITY SETPOINT IN SPACE. DRAWN GUIDE R. CHECKED DATE 06.16.17 1 SUBTITLE Ib L =GE\D SEVERAL COTES A. MANTAIN TEMPERATURE IN THE MANUFACTURING AREA BETWEEN 65T TO 7SF F WITH MAXIMUM TEMPERATURE FLUCTUATION OF 3T WITHIN 8 HOUR PERIOD. B. MANTAIN RELATIVE HUMIDITY AT 30% TO 60%. REFERE\CE GS DLR Group Architecture Engineering Planning Interiors RECEPJED CITY OF TUKWILA JUN 21 2017 PERMIT CENTER ISSUE FOR PERMIT 06.16.17 REVIEWED CODE COMP APPROV MECHANICAL CONTROLS CURRENT REVISION DD3205 1 SYMBOL OR IANCE JUL 21 2017 City of Tukwila DIVISION 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED Ain 1-5 2417 10:33 AM APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 09-101 MECHANICAL MASTER COL. DEV. CENTER. WA SHEET M323 JOB NO. COMP NO. DWG NO. 09-101-M1V f;AMC1RNCHAI• R /1.3 /9(117 19•72.n(1 PM KPFF Boe 9-101-1 ADC 5—Axis Mill\_Drawings\09-101—El.dwg I:\ES\Projects\14\141-021 0 0 10/23/15 12:30:44 GROUNDING GROUND CABLE CONNECTION GROUND ROD CONNECTION GROUND CABLE PIGTAIL G GROUND CABLE (UNDERGROUND) G INSULATED GROUND BUS BAR POWER - GENERAL CP EP 30/20 v Fri . 4 4 PANELBOARD, 208Y/120V, 3 PHASE (0 INDICATES SHUNT–TRIP) PANELBOARD, 480Y/277V, 3 PHASE PANELBOARD, 400 HZ, 200Y/115V PANELBOARD, 28 VDC DC PANEL POWER SUPPLY, SIZE AS NOTED EQUIPMENT IDENTIFICATION "X" DENOTES EQUIPMENT TYPE "Y" DENOTES EQUIPMENT NUMBER CIRCUIT BREAKER ENCLOSURE CKT. BKR. ENCLOSURE WITH SHUNT–TRIP DISCONNECT SWITCH (FUSED OR UNFUSED) SWITCH RATING/FUSE RATING MOTOR STARTER (COMBINATION) MANUAL MOTOR STARTER TRANSFORMER (SIZE AS SHOWN, IN KVA) JUNCTION BOX ON–OFF SELECTOR SWITCH SINGLE MOMENTARY PUSH BUTTON STATION PUSHBUTTON STOP–START STATION 460 VOLT MOTOR (SIZE AS NOTED) 208 VOLT OR 240 V MOTOR (SIZE AS NOTED) 115 VOLT MOTOR (SIZE AS NOTED) POWER FACTOR CORRECTION CAPACITOR TELEPHONE/POWER POLE TIME CLOCK CONTACTOR RACEWAYS CONDUIT NOT BURIED (INCLUDING ABOVE SUSPENDED CEILING & UNDER RAISED FLOOR) - BURIED CONDUIT WIRING (UNDERGROUND & IN FLOOR SLAB) f FLEXIBLE METAL CONDUIT CONDUIT HASH MARK DESIGNATIONS PHASE CONDUCTOR NEUTRAL CONDUCTOR GROUND CONDUCTOR \ ISOLATED GREEN GROUND CONDUCTOR CIRCUIT SOURCE PANEL/CIRCUIT BREAKER N0.(S) 1D6-1/1,3,5 CONDUIT TURNS DOWN 0 CONDUIT TURNS UP —�-- CONDUIT ONLY ISSUE FOR PERMIT 06.16.17 P _Af\ SY POWER RECEPTACLES X15 X20 IG X15 IG 13E20 IG X30 X50 v1BOLS DUPLEX, 2 POLE, 3 WIRE, PARALLEL BLADE, NEMA GROUNDING RECEPTACLE, 15 AMP, 120 V, HUBBELL 5262 OR EQUAL PER BOEING STANDARDS DUPLEX, 2 POLE, 3 WIRE, STRAIGHT BLADE, NEMA GROUNDING RECEPTACLE, 20 AMP, 120 V, HUBBELL 5362 OR EQUAL PER BOEING STANDARDS DUPLEX, 2 POLE, 3 WIRE, PARALLEL BLADE, ISOLATED GROUND RECEPTACLE, 15 AMP, 120 V, HUBBELL IG5262 OR EQUAL PER BOEING STANDARDS DUPLEX, 2 POLE, 3 WIRE, PARALLEL BLADE, ISOLATED GROUND RECEPTACLE, 20 AMP, 120 V, HUBBELL 105362 OR EQUAL PER BOEING STANDARDS SINGLE, 2 POLE, 3 WIRE, TWISTLOCK, ISOLATED GROUND RECEPTACLE, 208 V, SINGLE PHASE, 20 AMP, HUBBELL IG 2320A SINGLE, 2 POLE, 3 WIRE, TWISTLOCK, ISOLATED GROUND, 30 AMP, 120 V RECEPTACLE, HUBBELL IG 2610A OR EQUAL PER BOEING STANDARDS SINGLE, 3 POLE, 3 WIRE, NON–GROUNDING, 50 AMP, 28 VDC RECEPTACLE, HUBBELL 7962 OR EQUAL PER BOEING STANDARDS 30 SINGLE, 4 POLE, 4 WIRE, GROUND THRU SHELL, 30 AMP, 208Y/120 V, 3 PHASE, 400 HZ RECEPTACLE, RUSSELL–STOLL TYPE FC 3114W 30 60 100 200 0 4 480 VAC, 4 POLE, 3 WIRE RECEPTACLE (GROUND THRU EXTRA POLE & SHELL) 30 AMP, CROUSE–HINDS ARE 3423 480 VAC, 4 POLE, 3 WIRE RECEPTACLE (GROUND THRU EXTRA POLE & SHELL) 60 AMP, CROUSE–HINDS ARE 6425 480 VAC, 4 POLE, 3 WIRE RECEPTACLE (GROUND THRU EXTRA POLE & SHELL) 100 AMP, CROUSE–HINDS AREA 10426 480 VAC, 4 POLE, 3 WIRE RECEPTACLE (GROUND THRU EXTRA POLE & SHELL) 200 AMP, CROUSE–HINDS AREA 20427 OUTLET MOUNTED IN BOX ATTACHED TO UNDERSIDE OF RAISED FLOOR TYPICAL FOR ALL OUTLET TYPES POWER OR TELEPHONE OUTLET MOUNTED IN DOUBLE BOX ATTACHED TO UNDER– SIDE OF RAISED FLOOR. TYPICAL OF ALL OUTLET TYPES OUTLET MOUNTED IN BOX ON SLAB TYPICAL FOR ALL OUTLET TYPES 20 CEILING MOUNTED DUPLEX, 2 POLE, 3 WIRE, STRAIGHT BLADE, NEMA GROUNDING RECEPTACLE, 20 AMP, 120 V, HUBBELL 5362 OR EQUAL PER BOEING STANDARDS COMMUNICATIONS TELEPHONE OUTLET 2 DUPLEX TELEPHONE OUTLET © FLUSH MOUNTED SIGNAL BELL b DATA OUTLET VOLUME CONTROL OS SPEAKER, CEILING MOUNTED LOWBAY SPEAKER, HORN TYPE EKI M MID HEIGHT SPEAKER HORN TYPE CLUSTER HORNS DLR Group Architecture Engineering Planning Interiors LIGHTING KD 0 -0- IC) HIGH INTENSITY DISCHARGE (HID) FIXTURE FLOODLIGHT – WALL MTD. / POLE MTD. LIGHTING FIXTURE – 2' x 4' LAYIN FLUORESCENT WITH 3 TUBES LIGHTING FIXTURE – 2' x 4' LAYIN FLUORESCENT WITH 2 TUBES LIGHTING FIXTURE – 2' x 2' LAYIN FLUORESCENT WITH 2 TUBES LIGHT FIXTURE – 1' x 4' SURFACE OR PENDANT FLUORESCENT WITH 2 TUBES 2–LAMP EMERGENCY LIGHTING UNIT WITH BATTERY BACKUP LIGHT FIXTURE TAP 1/2" FLEXIBLE METAL CONDUIT – 4 #12: TWO PHASE CONDUCTORS, ONE NEUTRAL, ONE GROUND (3 #12 FOR SINGLE OR COMMON BALLAST SWITCHING) LIGHTING FIXTURE – 1' x 8' SURFACE OR PENDANT FLUORESCENT WITH 2 TUBES EXIT SIGN, WALL MOUNTED EXIT SIGN, CEILING MOUNTED EXIT SIGN, WALL MOUNTED WITH BATTERY BACKUP EXIT SIGN, CEILING MOUNTED WITH BATTERY BACKUP FIXTURE IDENTIFICATION "X" DENOTES FIXTURE TYPE "Y" DENOTES FIXTURE SUB–TYPE LIGHT SWITCH FIRE DETECTION FIRE A ARM SYSTEM RACEWAY FIRE ALARM HORN SMOKE DETECTOR – IONIZATION TYPE SMOKE DETECTOR – PHOTOELECTRIC TYPE SMOKE DETECTOR BELOW RAISED FLOOR THERMAL DETECTOR FIRE ALARM PULL STATION EMERGENCY POWER OFF (E.P.O.) PUSHBUTTON FIRE ALARM OR ADT PANEL SINGLE LINE T 480:120 800:5 TRANSFORMER (DASHED LINE INDICATES ELECTROSTATIC SHIELD) SURGE ARRESTER CIRCUIT BREAKER W/ ELECTRICAL OPERATOR LT = LONG T.D. TRIP UNIT ST = SHORT T.D. TRIP UNIT I = INSTANT. TRIP UNIT GF = GND. FAULT TRIP UNIT POTENTIAL TRANSFORMER QUANTITY & RATIO AS SHOWN CURRENT TRANSFORMER QUANTITY & RATIO AS SHOWN ASH AMMETER w/SWITCH VOLTMETER w/SWITCH WATTHOUR METER 3P -60A Mall=11111111 E19-1 400 A M. BKR. 3 PH, 4 W G19-2 100 A M. BKR. 400 HZ G19-1 100 A M. BKR. 28 VDC 3A BUS DUCT WITH BREAKER 480V OR 480Y/277V PANELBOARD (RATINGS AS NOTED) 208V OR 208Y/120V PAN ELBOARD (RATINGS AS NOTED) 400 HZ AC PANELBOARD (RATINGS AS NOTED) 28 VDC PANELBOARD (RATINGS AS NOTED) COMBINATION STARTER CONTROLLER OR MCC CUBICLE NUMBER STARTER SIZE POWER FACTOR CORRECTION CAPACITOR MOTOR HORSEPOWER DIAGRAM SYMBOLS SINGLE LINE ELECTRICAL POWER FILTER FUSED SWITCH DISCONNECT SWITCH GENERATOR TRANSFER SWITCH 1 DISCONNECT SWITCH INTERLOCK K=KEY M=MECHANICAL E=ELECTRICAL SCHEMATIC - I IX 1- r-,r-�r-,rl \ / / \ DISCONNECT SWITCH FUSE CIRCUIT BREAKER TRANSFORMER GROUND CONNECTION PILOT LIGHT * INDICATES COLOR PUSHBUTTON — o o— MOMENTARY CONTACT NORMALLY OPEN PUSHBUTTON ---n I o— MOMENTARY CONTACT NORMALLY CLOSED OFF � ON o— o- -075- SELECTOR SWITCH MAINTAINED CONTACT TWO POSITION SELECTOR SWITCH MAINTAINED CONTACT THREE POSITION SOLENOID VALVE PRESSURE SWITCH – N.C. OPENS ON RISING PRESSURE PRESSURE SWITCH – N.O. CLOSES ON RISING PRESSURE OPENS ON RISING LEVEL FLOAT OR LEVEL SWITCH – N.C. CLOSES ON RISING LEVEL FLOAT OR LEVEL SWITCH – N.O. FLOW SWITCH – N.C. OPENS ON INCREASE IN FLOW FLOW SWITCH – N.O. CLOSES ON INCREASE IN FLOW TEMPERATURE SWITCH – N.C. OPENS ON RISING TEMP TEMPERATURE SWITCH – N.O. CLOSES ON RISING TEMP LIMIT SWITCH – N.C. LIMIT SWITCH – N.O. RELAYS & COILS *=TYPE N=MOTOR STARTER CR=CONTROL RELAY C=CONTACTOR TR=TIME DELAY OR TIMING RELAY N.O. CONTACT N.C. CONTACT N.O. – ON DELAY CONTACT N.C. – ON DELAY CONTACT N.O. – OFF DELAY CONTACT N.C. – OFF DELAY CONTACT GENERAL NOTES 1. CONDUIT: EMT, UNLESS OTHERWISE NOTED, UP TO 2". FOR SIZES ABOVE 2" AND FOR EXPOSED CONDUIT IN MANUFACTURING AND HIGH BAY AREAS INSTALLED LESS THAN 4 FT. ABOVE FINISHED FLOOR LEVEL USE RIGID STEEL CONDUIT. 2 CONDUCTORS SHOWN: #12 AWG, STRANDED COPPER, INSULATION TYPE THHN/THWN, UNLESS OTHERWISE NOTED. USE #14 AWG FOR LOW VOLTAGE CONTROL WIRING. 3 COLOR CODE CONDUCTORS: IDENTIFY CONDUCTORS WHICH DO NOT HAVE APPROPRIATELY COLORED INSULATION WITH COLOR TAPE WHEREVER CONDUCTORS ARE ACCESSIBLE. IDENTIFY INSULATED GROUND CONDUCTORS PER NEC 250-57(b) EXCEPTION #1, b OR c (USING TAPE). COLOR CODE AS FOLLOWS: 208Y/120V 480Y/277V A 0 (LEFT BUS IN PNL) B 0CENTER BUS IN PNL) C 0 (RIGHT BUS IN PNL) NEUTRAL EQUIPMENT GROUND ISOLATED GROUND BLACK RED BLUE WHITE GREEN GRN/YEL* BROWN ORANGE YELLOW GRAY GREEN GRN/YEL* *GREEN WITH YELLOW TRACER 4. DYMO LABEL EACH RECEPTACLE, JUNCTION/OUTLET BOX AND SWITCH WITH CIRCUIT IDENTIFICATION. 5. POST NEW OR REVISED PANEL SCHEDULES INSIDE PANELS UPON COMPLETION OF JOB. 6. PROVIDE #12 AWG INSULATED CONDUCTOR, OR OTHER APPROVED PULLING CABLE, AS A PULL–WIRE IN ALL CONDUITS MORE THAN 5 FEET IN LENGTH. ABBREVIATIONS AF AFF AHC AHU AL AT ATS AWG CB CMCS CO CRU DED DP EF EMCS EMT EPO ES EWC FAC P FAR FDP FVN R FVR GFI GND HP IMC kcM1L LV M.BKR. MCC MCM MLO NACB NEC N/A NC NO PA PH PNL PVC RF RVNR SRP SWBD SWGR SF ST TBD TD THHN THWN T/S UH VFD WP r'IVEI?);FMR U KWil_A REQ./, CITY OF JUN PERMIT 21 2017 CENTER FRAME RATING IN AMPS ABOVE FINISHED FLOOR ABOVE HUNG CEILING AIR HANDLING UNIT ALUMINUM TRIP RATING IN AMPS AUTOMATIC TRANSFER SWITCH AMERICAN WIRE GAUGE CIRCUIT BREAKER CENTRAL MANAGEMENT CONTROL SYSTEM CONDUIT ONLY COMPUTER ROOM UNIT DEDICATED DISTRIBUTION PANELBOARD EXHAUST FAN ENERGY MANAGEMENT CONTROL SYSTEM ELECTRICAL METALLIC TUBING EMERGENCY POWER OFF EPO SWITCH ELECTRIC WATER COOLER FIRE ALARM CONTROL PANEL FIRE ARM RELAY FIRE DETECTION PANEL FULL VOLTAGE, NON–REVERSING FULL VOLTAGE, REVERSING GROUND FAULT INTERRUPTER GROUND HORSEPOWER INTERMEDIATE METAL CONDUIT THOUSAND CIRCULAR MILS LOW VOLTAGE MAIN BREAKER MOTOR CONTROL CENTER THOUSAND CIRCULAR MILS MAIN LUGS ONLY NON–AUTOMATIC CIRCUIT BREAKER NATIONAL ELECTRICAL CODE NOT APPLICABLE NORMALLY CLOSED NORMALLY OPEN PAGING SYSTEM PHASE PANEL POLY–VINYL CHLORIDE (CONDUIT) RETURN FAN REDUCED VOLTAGE, NON–REVERSING SMOKE REMOVAL PANEL SWITCHBOARD SWITCHGEAR SUPPLY FAN SHUNT TRIP (CIRCUIT BREAKER) TO BE DETERMINED TIME DELAY WIRE INSULATION TYPE REFER TO N.E.C. WIRE INSULATION TYPE REFER TO N.E.C. TWISTED & SHIELDED UNIT HEATER VARIABLE FREQU WEATHER PROTE TRANSFORMER r D FOR 6. DE COMPLIANCE APPROVED JUL 21 2011 City of Tukwila BUILDING DIVISION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE F-22 WORK ROOM RECORD DRAWING ADC PRECISION 5 -AXIS GANTRY MILL RECORD SET A ADC THERMOPLASTICS AFP W1208311 W1208311 16015520 16015520 D33205-01 DLR GROUP DLR GROUP CASNE CASNE DLR GROUP AVERY AVERY DAT DAT DMG 06.26.12 10.19.12 07.16.14 10.23.15 06.16.17 Q� BOE/NG C'— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN D.HAMMOND DATE CHECKED J.HAMLIN SUBTITLE ELECTRICAL SYMBOLS & LEGEND CURRENT REVISION SYMBOL D33205-01 A DATE 06.16.17 ENGINEER D.HAMMOND CHECKED D.HAMMOND APPROVED J.KOKOCZKA APPROVED D.SEPTELKA 10.21.94 TITLE ELECTRICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101.1 DEV. CENTER, WA SHEET El JOB NO. COMP NO. DWG NO. 09-101–E 1 DLR Group Architecture Engineering Planning Interiors ISSUE FOR PERMIT 06.16.17 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE * REDRAWN FROM 109-1018-2002-E13 R.RIVERA J. VAVREK A ADC THERMOPLASTICS AFP D33205-01 DLR GROUP DMG 1-19-98 06.16.17 Q� BOE/ ”® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN R. RIVERA =FERE\C DRAW \GS 09-101—HBE42 DAT 11-21-97 CHECKED SUBTITLE PARTIAL 1ST FL00H L GHTI\ G -G \D J—\ -RAL \ OTES ALL CONDUIT TO BE 2"E.M.T. UNLESS OTHERWISE NOTED. 2. ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING TO CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600—VOLTS OR LESS. • 120/208V 277/480V "A" PHASE (LFT BUS IN PNL) BLACK BROWN "B" PHASE (CTR BUS IN PNL) RED ORANGE "C" PHASE (RHT BUS IN PNL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAYS. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7. LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. \CE DRAWI\ GS 9 > SEE DWG. #109 -101B -2001-E180 FOR FIXTURE SCHEDULE AND SYMBOL LIST. C \ STS:T O \ \OTES 0 0 0 0 1E10 1E11 1E16 1E17 1E22 1E23 1E28 1E29 1E34 1E39 1E12 1E13 1E14 1E15 1E18 1E19 1E20 1E21 1E24 1E25 1E26 1E27 1E30 1E31 1E32 1E33 1E35 1E36 1E37 1E38 RECEIVED CITY OF TUKWILA JUN 21 2017 PERMIT CENTER PLA\ 1E40 1E40E a s� WED FOR zz 1E4 Ctibt COMPLIANC.. APPROVED 9-11'1.1 iC SCALE: Ni E t L Nn i f moil 4al p City of Tukwila QBUILDING DIVISION A T REVISION SYMBO�E �` V �ll E D33205-01 CURRENT 06.16.17 ENGINEER CHECKED APPROVED APPROVED TITLE ELECTRICAL MASTER B ADC THERMOPLASTICS AFP ILD \G 9-1C1 COL. S—W/21-22 DEV. CENTER, WA SHEET 1 F 4 2 JOB NO. COMP NO. DWG NO. 9-101-1E4 2 DLR Group Architecture Engineering Planning Inferiors ISSUE FOR PERMIT 06.16.17 DART AL 1ST FLOOR LIG SCALE: 1/8" = 1'-0" TO FREE EXIT SIG XXA23-1 9-101-1 �ER a EI48� H H 8a® LEGE\ GE\ERAL \OTIS 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK "B" PHASE (CENTER BUS IN PANEL) RED "C" PHASE (RIGHT BUS IN PANEL) BLUE NEUTRAL WHITE EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. BROWN ORANGE YELLOW GRAY REF E\CE DRAW \GS 9-101-1E93 g > SEE DWG. #109 -101B -2001—E180 FOR FIXTURE SCHEDULE AND SYMBOL LIST. CO\STR,CT 0\ \CIES: 'cU( 0 0 O O aB 1E10 1E11 1E12 1E13 1E14 1E15 O 1E16 1E22 1E23 1E17 1E18 1E19 1E20 1E21 1E24 1E25 1E26 1E27 1E39 1E40 1E41 RECEIVED CITY OF TUKWILA JUN 21 2017 8' PERMIT CENTER SCALE: 1 /8"= 144 1E42 j E4 Qs 1E45 1E46 1E48 ° 9-101 REVIEWED FOR SCALE: NONE •i� V '�� l�U�� j i CE APPRO 4' 0 4' 21 201 6, „ of I uKwira BUILDING DIVISION SYM A B C D E REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE REDRAWN FROM 109 -101B -2002—E14 UTILITIES AND LIGHTS (SEA LAUNCH) MODIFY AREA AS REQUESTED SEA LAUNCH RELOCATION — REMOVALS SEA LAUNCH PHASE 4 J#54677500 J#54698700 11713309 RIVERA SANTOS SANTOS VAVREK WH VAVREK VAVREK VAVREK VAVREK MAS 1/20/98 11/30/04 2/17/05 F 03.28.11 11.08.11 G DC FREEZER ADDITION DC FREEZER ADDITION — RECORD DRAWING AS BUILT ADC THERMOPLASTICS AFP J#16262 J#16262 WH WH D33205-01 VAVREK DLR GROUP MAS MAS VAVREK DMG 04.13.12 05.07.14 11.14.13 06.16.17 ”® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CAD CHECKED P.C. ENGINEER JOHN J. VAVREK CHECKED DATE 8-27-85 SUBTITLE PARTIAL 1ST FLOOR LIGHTING PLAN CURRENT REVISION SYMBOL D33205-01 G DATE 06.16.17 APPROVED JOHN J. VAVREK APPROVED 08.27.85 08.27.85 TITLE ELECTRICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101.1 COL. W—Z/21-22 D.C. SHEET 1 E43 JOB NO. 11713309 COMP NO. DWG NO. 9-101-1E4 3 0 n II DLR Group Architecture Engineering Planning Interiors 1500 MA TYP. 800 MA TYP CB—HB5 T u n u n LJ 9b—R34 n u -oC ISSUE FOR PERMIT 06.16.17 ATO SW.#22, SEE 1E145 XT22-1 /2a ELEV — 27' AFF P A T A L_ LIG SCALE: 1/8" = 1'-0" TI\G T O 0 R -FERE\ E DAW 09-101—HBE45 EGE\D G=\ HAL \OTIS 1. ALL CONDUIT TO BE "E.M.T. UNLESS OTHERWISE NOTED. 2. ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING TO CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600—VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LFT BUS IN PNL) BLACK BROWN "B" PHASE (CTR BUS IN PNL) RED ORANGE "C" PHASE (RHT BUS IN PNL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAYS. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7. LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. EFHE \C 3 SAW \ 0 S 9 > SEE DWG. #109 -101B -2001-E180 FOR FIXTURE SCHEDULE AND SYMBOL LIST. CO\STR CTIO \TT -S 1E10 1E11 1E12 1E13 1E14 1E15 1E16 1E17 1E18 1E19 1E20 1E21 0 1E22 1E23 1E24 1E25 1E26 1E27 1E28 1E29 ECFI°� =n 1E34 \ G SCITY OF TU KWILP ri 1 E39 JUN 21 2017 PERMIT CENTER 1E30 1E35 1E40 1E31 1E 1E 1E�4 1E32 IVI GGJE �E4 1E33 EWE COM is JUL 21 20 9-101.1 KEY PLAN SCALE: NONE N City of Tu wila BUILDING DIVISION SYM A B C D REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE REDRAWN FROM 109 -101B -2002-E15 INSTALL EXIT LIGHTS RELAMP COLUMN LINE 23 FIXTURES ADC THERMOPLASTICS AFP 12124124 D33205-01 R RIVERA DELLINGER ESBROOK DLR GROUP VAVREK TAE DMG 02.04.98 08.17.11 10.14.13 06.16.17 .ff® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN CAD DATE 8-27-85 CHECKED P.C. SUBTITLE PATTIAL 1ST FL0M LIGHTI\G PLA\ CURRENT REVISION D33205-01 SYMBOL DATE 06.16.17 DATE ENGINEER CHECKED APPROVED APPROVED TITLE ELECTRICAL MASTER ADC THERMOPLASTICS AFP SDI\G 9-101 COL. S—W/22-23 DEV. CENTER, WA SHEET 11-45 JOB NO. COMP NO. DWG NO. 9-101-1E45 C 11V21 11 11 1 1 11 DLR Group Architecture Engineering Planning Interiors ISSUE FOR PERMIT 06.16.17 AFF XT22-1/2 a a T22 -4/28b 120V BUSS PLUG XX /0b 3/4"C, (2) #10 (SEE SHEET E96) 120V BUSS PLUG 116 /0a,ob 3/4"C, (3) #10 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A B C D E REDRAWN FROM 109 -101B -202-E16 IMPROVE FACTORY LIGHTING ADD PWR, AIR, & HK VACUUM INSTALL EXIT LIGHTS RELOCATE DEV TEST - IFC WH_11047.006 545662-00 546111-00 12124124 RIVERA AKC AKC DELLINGER WH VAVREK VAVREK VAVREK VAVREK MAS 1/21/98 5/11/04 6/8/04 8/17/11 06.22.11 F 0 H REDLINES CD01 RELAMP COLUMN LINE 23 FIXTURES ADC THERMOPLASTICS AFP 11047.006NC D33205-01 WH ESBROOK DLR GROUP LEG TAE DMG 12.19.11 10.14.13 06.16.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CAD DATE 8-27-85 CHECKED P.C. 8-27-85 SUBTITLE LEG \D 0 2 LAMP, 1x8 FLUORESCENT FIXTURE 2 LAMP, 1x8 FLUORESCENT FIXTURE, EMERG. 2 LAMP, 2x4 FLOURESCENT FIXTURE 2 LAMP, 2x4 FLUORESCENT FIXTURE, EMERG. 2 LAMP, 1x4, FLUORESCENT FIXTURE METAL HALIDE FIXTURE LIGHT, INCANDESCENT EXIT LIGHT —0 EXIT LIGHT, WALL MOUNT SINGLE POLE SWITCH, LOW VOLTAGE JUNCTION BOX 277/480 POWER PANEL RELAY PANEL LOV VOLTAGE CONDUIT/CABLE RUN J—BOX WITH LOW VOLTAGE RELAY J—BOX WITH X LOW VOLTAGE RELAYS 0 J—BOX WITH LOW VOLTAGE TRANSFORMER LV R LVA 'E\HAL \OTES 1. CONDUIT SHOWN SHALL BE 1/2" EMT UNLESS OTHERWISE NOTED. 2. CONDUCTORS SHOWN: #12 AWG, STRANDED COPPER, INSULATION TYPE THHN/THWN, UNLESS OTHERWISE NOTED. 480Y/277V 3. COLOR CODE CONDUCTORS: IDENTIFY CONDUCTQROWN WHICH DO NOT HAVE APPROPRIATELY COLOREDORANGE INSULATION WITH COLOR TAPE WHEREVER CONDICI S ARE ACCESSIBLE. IDENTIFY INSULATED GROUND GRAY CONDUCTORS PER NEC 250-57(b) EXCEPTION GREEN #1,b OR c (USING TAPE). COLOR CODE AS FOW$EL* 208Y/120V A 0 (LEFT BUS IN PNL) BLACK B 0 CENTER BUS IN PNL) RED C 0 (RIGHT BUS IN PNL) BLUE NEUTRAL WHITE EQUIPMENT GROUND GREEN ISOLATED GROUND GRN/YEL* *GREEN WITH YELLOW TRACER 4. DYMO LABEL EACH RECEPTACLE, JUNCTION/OUTLET BOX AND SWITCH WITH CIRCUIT IDENTIFICATION. 5. POST NEW OR REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 6. IDENTIFY PANELS WITH LAMINATED PHENOLIC NAMEPLATES AS DETAILED. 7. RETURN REDLINE MARKUP DRAWINGS TO ENGINEERING UPON COMPLETION OF JOB. EFERE\ CE S J 9 > SEE DWG. #109 -101B -2001-E180 FOR FIXTURE SCHEDULE RECEIVED CITY OF T 9JKWILA JUN 21 2011 PERMIT CENTER AND SYMBOL LIST, CO\STRLCTIO\ \ OTES cUc 0C) 00 1E10 1E11 1E12 1E13 1E14 1E15 1E16 1E17 1E18 1E19 1E20 1 E21 0 1E22 1E23 1E24 1E25 1E26 1E27 1E28 1E29 1E30 1E31 1E32 EVI D FOR • 1•MPLIANCE rt rROVED ij 1E34 1E39 1E35 1E36 1E37 1 38 1E40 1E41 1E42 1E 44 1E45 1 43 JUL `'21 2017 iii zz /1 46 9-101.1 KEY PLAN SCALE: NONE :f Tukwila DING DIVISION PARTIAL FIRST FLOOR LIGHTING PLAN CURRENT REVISION SYMBOL D33205-01 H DATE 06.16.17 ENGINEER CHECKED APPROVED APPROVED TITLE ELECTRICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101 COL. W—Z/22-23 DEV. CENTER, WA SHEET 1 E46 JOB NO. 54611100 COMP NO. DWG NO. 9-101-1E4 6 R21-1/ SEE 1E91 R21-1/21 SEE 1E87 R21-1/7,2 SEE 1E91 2 .1/31 CEAD ENDdD 3/4"C.❑. ABANDONED IN SLAB SEE 1E87 DLR Group Architecture Engineering Planning Inferiors X 3/4"C.O. IN SLAB OVER TUNNEL X X ISSUE FOR PERMIT 06.16.17 X X 20A X LC37c IT 3/4"C.❑, ABANDONED IN SLAB SEE 1E8 CO x x x x 3/4"C.O. IN SLAB OVER TUNNEL 1 /2"RS, 2#12,1 #12GRD. LC3Zc _SEE 1F95 X X x 20A LC72a t LC72a 20A 20A LC72b 1 LC72b 20A X X 1/2"RS, 2#12,1#12GRD.---`z) LC72a SEE 1E95 1/2"C, 2#12,1 #12GRD. LC72a SEE 1E95 PLA\ 3/4 �T BABA 3/4"C,O, IN SLAB OVER TUNNEL LC93c 3/4"RS, 2#12,#12GRD 1 /2"RS, #12 LC102b SCALE: 1/8" = 1'-0" LC93c 20A 20A SLA C,❑, DINED IN SEE 1E87 SEE 1E95 3/4"RS, 2#12,#12GRD LC93c SEE 1E95 3/4"C,O, IN SLAB OVER TUNNEL NED IN EE 1 87 LC126b 1/2"RS, #12 SEE 1E95 LEGEND: I 120A DED 30A 133 30A ❑T LE] XX/NF Liz 4� 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE 20A, 125V, 1 PHASE DUPLEX RECEPTACLE 15A, 125V, 1 PHASE DUPLEX RECEPTACLE (DEDICATED) 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE DROP 30A, 125V, 1 PHASE, TWISTLOCK RECEPTACLE 15A, 125V, 1 PHASE, 4-PLEX RECEPTACLE 30A, 120/208V, 3 PHASE RECEPTACLE 15A, 125V, 1 PHASE, 4-PLEX POWER POLE DATA POLE SINGLE POLE TOGGLE SWITCH 120/208V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN DISCONNECT SWITCH, NON-FUSED, XX AMPERES MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH MOTOR STARTER, MANUAL 115V MOTOR (SIZE AS NOTED) 208 OR 230V MOTOR (SIZE AS NOTED) GENERAL NOTES: 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. REFERENCE DAWINGS: FOR 120V SERVICE IN TUNNEL SEE 9-101—TNE92. CON STU CTION NOTES: RECEIVED CITY OF 1 U KWI LR JUN 21 2017 PERMIT CENTER (0)'' e (p, 1E60 1E61 1E62 1E63 1E64 1E65 1E66 1E67 1E68 1E69 1E70 1E71 1E72 1E73 1E74 1E75 1E76 1E77 1E82 1E89 1E90 E94 JUL 2 ;�II2017 9-101.1 KEY LAN N City wila BUILDING DIVISION 5 DFOR PL N vvR CE 2z 23 SYM K L M N REVISION BY APPROVED DATE SYM REVISION BY CTLM 9 & 10 - IFC ADC INSTALL PWR. & INSRTR VACUUM AS BUILT WH_ 11047.017 W1563890 14210870 WH WH SAZAN VAVREK SRM SRM SL VAVREK 07.06.12 04.01.13 04.22.13 10.08.13 F G H FAB AREA - IFC CTLM WORKSTATIONS - 90% IFR CTLLM WORKSTATIONS - FIC REDLINES CD05 11047.017 NC WH_ 11047.017 WH_ 11047.027 WH_11047.027 WH WH WH WH APPROVED MAS SRM SSRM LEG DATE 11.17.11 04.19.12 04.26.12 05.07.12 0 ADC THERMOPLASTICS AFP D33205-01 DLR GROUP DMG 06.16.17 J CTLM 9 & 10 - 90% IFR WH_11047.031 WH SRM 06.26.12 Q�BOE/ ® c -- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN KYLE HO DATE SUBTITLE 6-8-98 CHECKED 120/208V POWER PLA\ CURRENT REVISION SYMBOL D33205-01 0 DATE 06.16.17 ENGINEER KYLE HO CHECKED JOHN J. VAVREK APPROVED APPROVED JOHN J. VAVREK 6-9-98 6-10-98 6-10-98 TITLE ELECTRICAL MASTER B ADC THERMOPLASTICS AFP .,ILS \c,', 9-1 COL. S—W/21-22 DC SHEET H92 JOB NO. COMP NO. DWG NO. 9-101-1E9 2 2 1E93 E556 DLR Group Architecture Engineering Planning Inferiors COVER(TYP.) 111211 SEE DWG. 1E88 FOR CONTINUATION + 18' p , .Ili 1 ■ wow `til♦r�. ..� Via: == V ‚il-wi 1 1 /4"C.O. / PULL STRING' 3/4"R. 4#12 • • +1833c •—,,,. +4' 3/4"R. 4#12-n, LB30c '1lll� ORD 1 1 11 TRENCH 0 LASER ROOM 11V21 ISSUE FOR PERMIT 06.16.17 12W21 0 W74X6R 1 LD20a 3/4"R. 4#12– TUNNEL #12– TUNNEL C X3 \TLD X.3 W74Xfi8 CONTROL PANEL LD46abc DEAD 11 11 11 11 11 ra 11 111 1 T e o �iI 55a :•'• 45c il 1–al 118' SEE DWG. 1E88 FOR CONTINUATION —1- 1C.0. W/ PULL, STRING 55b Y LD48c ---180 rr-h— ILy t.r 4' bbac 3/4"R. 4#12 3/4", 2#10 LD48b 3/4",#10 BUS PLUG LD46 ON S UTH WALL X.8 W74X68- 21.6 5b SEE DWG. 1E88 FOR CONTINUATION 1 1 /4"C.O. W/ PULL STRING (14+18' 1 I.Ill ` ^ Vii, i" • ialmf 3/4"C,.,te, 1–#12G�, ��./ a `1. ♦`rn -/Iitamufwmpi • Y. 2 21.6 18 6c +4' ASSIVBLY AA 400< CLEA\ .00v TO BUS PLUG LD48 ON SOUTH WALL 3 4" 3#10 I .LA\ 1 /8" = 1'-0" TO BUS PLUG LD77 ON SOUTH WALL 3 4" 3#10 LD77a 3/4", 2#10 3/4"R. 4#12 --r J TO BUSWAY "LB" ON 0 LB74b LD120/b LD109/abc 4 1— C1Q '17 LD77b 11 Y9 X68 EXISTG6#4/0 BAR COPPPER SEE DWG 109-101B 2001–E9 NORTH WALL AT X.5/19 I w I w z z G 0 LB75a,c, DEAD Jam 1 1 E10 a NETWORK CABINET LD120c DEAD EMPTY LD120/bc LD109/abc #1° 3/4"C, 10 LD120/bc LD109/abc I 21.5 ® (i) r �7 -V T T 1 I_, 1E60 1E61 1E62 1E63 1E64 1E65 1E66 1E67 1E68 1E69 1E70 1E71 1E72 1E73 1E74 1E75 1E76 1E77 1E78 1E79 1E80 1E81 1E82 1E83 1E84 1E85 1E86 1E87 1E88 1E89 1E90 1E91 1E92 j1E9�/ 194E 1E95 1E96 9-101.1 KEY PLA\ 4114 � 20A DED I °30A 30A z rn LES \D 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE 20A, 125V, 1 PHASE DUPLEX RECEPTACLE 15A, 125V, 1 PHASE DUPLEX RECEPTACLE (DEDICATED) 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE DROP 30A, 125V, 1 PHASE, TWISTLOCK RECEPTACLE 15A, 125V, 1 PHASE, 4-PLEX RECEPTACLE 30A, 120/208V, 3 PHASE RECEPTACLE 15A, 125V, 1 PHASE, 4-PLEX POWER POLE DATA POLE SINGLE POLE TOGGLE SWITCH 120/208V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN RX /NF DISCONNECT SWITCH, NON-FUSED, XX AMPERES ® MOTOR STARTER, MAGNETIC Z-' MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH M MOTOR STARTER, MANUAL 115V MOTOR (SIZE AS NOTED) 208 OR 230V MOTOR (SIZE AS NOTED) G VIRAL \OTES: 1. CONDUIT SHOWN SHALL BE 1/2" EMT UNLESS OTHERWISE NOTED. 2. CONDUCTORS SHOWN: #12 AWG, STRANDED COPPER, INSULATION TYPE THHN/THWN, UNLESS OTHERWISE NOTED. 3. COLOR CODE CONDUCTORS: IDENTIFY CONDUCTORS WHICH DO NOT HAVE APPROPRIATELY COLORED INSULATION WITH COLOR TAPE WHEREVER CONDUCTORS ARE ACCESSIBLE. IDENTIFY INSULATED GROUND CONDUCTORS PER NEC 250-57(b) EXCEPTION #1,b OR c (USING TAPE). COLOR CODE AS FOLLOWS: 208Y/120V 480Y/277V A 0 (LEFT BUS IN PNL.) BLACK BROWN B 0 CENTER BUS IN PNL) RED ORANGE C 0 RIGHT BUS IN PNL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN GREEN ISOLATED GROUND GRN/YEL* GRN/YEL* *GREEN WITH YELLOW TRACER 4. DYMO LABEL EACH RECEPTACLE, JUNCTION/OUTLET BOX AND SWITCH WITH CIRCUIT IDENTIFICATION. 5. POST NEW OR REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 6. IDENTIFY PANELS WITH LAMINATED PHENOLIC NAMEPLATES AS DETAILED. 7. RETURN REDLINE MARKUP DRAWINGS TO ENGINEERING UPON COMPLETION OF JOB. R C 3RAWI\GS: 9-101-1E96 9-101-1E43 9-101-1E511 9-101-1E88 FOR TUNNEL SERVICE SEE 9-101—TNE93 CO\ STR CT 0\ \OTES RECEIVE.' CITY OF TUKWILA JUN 212017 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2017 City of Tukwila BUILDING DIVISION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE F RELOCATE DEV -TEST IFC WH_11047.006 MAS VAVREK 06.22.11 K AS BUILT 14210870 VAVREK VAVREK 10.08.13 G PICKED UP REDLINES WH LEG 12.19.11 L REMOVE CTLM#12 GANTRY, PILLERS, ETC W1832481 SAZAN SL 10.15.13 H INSTALL SYSTEMS FURNITURE 12876958 ESBROOK VAVREK 02.28.12 M ADC OPF AT 9-101 W3266018 EISI VAVREK 03.06.15 WORKSTATION RELOCATION - 90% WH MAS 10.12.12 N ADC THERMOPLASTICS AFP D33205-01 DLR GROUP DMG 06.16.17 J ADC WH SRM 04.01.13 Q� BOE/NG ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN AISAKA CHECKED DATE 5/14/96 SUBTITLE 120V/208Y POWER PLAN APPROVED BY DEPT. DATE ENGINEER AISAKA 5/14/96 06/j!I/2.017 CHECKED JV/M EHTA APPROVED JV/MENTA APPROVED 7/23/96 7/23/96 TITLE ELECTRICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101 COL. W—Z/21-22 DEV. CENTER, WA CURRENT REVISION D33205-01 SHEET SYMBOL DATE 06.16.17 1E93 JOB NO. COMP NO. DWG NO. 9-101-1E93 SYM U V W X Y 3/4",2#12 3/4",3#12 �-- 3/4"C, NW CABLES SEE 1E91 // UP TO BRIDLE RING AT 2ND LANDING I LC1 a I +40" AFF J I I I 2#12,1#12GRD. LC29c SEE 1E92 LC2a,c DEAD ENDED LC2b �1 LC1a ` +40" AFF 3/4"C 3/4",4#12 T22-6/3 TRUSS LEVEL PLATFORM 3/4",4#12 NW CABLES 0 UP 1 /2"RS, 2#12,1 #12GRD. LC37c SEE 1E92 T II H 1 b LC37b J L -G81 3/4"R, 4#12.1 #12GRD 3/4"R,6#12,1 #12GRD LC27 LC10 C102 1P20 LC29 LC30 (3)1P20 1 1P30 (3)1 P20 (3)1P20 LC37c LC38b LC38a LC38 1P20 1P20 SPA LC81 a LC81c 1/2"RS, 2#12,1#12GRD. LC72a SEE 1E92 UNISTRUT BRIDGE UP LC81b T22-5/28 LC72c O /2"C, 2#12,1#12GRD. LC72b SEE 1E92 1/2'R, 2#12,1#12GRD LC72b 3/4"C, 6#12.1#12GRD 3/4"R, 2#12.1 #12GRD LC64 (3)1P20 L J 72 LC71 (3)1P20 IN 1 1P20 LC72c +12"AFF 1 /2"RS, #12 3/4"RS, 2#12, #12GRD LC71b 1/2"RS, #12 LC102b SEE 1E92 LC102b 3/4"RS, 2#12, #12GRD t-- LC93c SEE 1E92 LC101 DEAD ENDED UP 30 30 ^!=-O LC102a LC93b 1 LA I I 4#1 3#12 II LC102c /1 LC102c , 1#10 GRD. k LC102c II-12"AFF ,,----1/2"RS, #12 3/4"RS, 4#12, #1 LC93b & LC93c 3/4"C, 4#12, 2GRD LC126b 1/2"RS, 2#12 LC125 DEAD ENDED- LC125 30/30 1 /2"RS, 2#12 3/4"RS, 4#10 & 1#10 GRD. 1E95 E556 3/4"C, 4#10 & 1#10 GRD. LC126c 3/4"R 4#10,2 1 #1 r , EMPTY 3/4"R, #12 & J GRD. 1 3/4"C, 4#10 & 410 GRD. 5#10 LOCATED ON CTLM COLUMN (8 TYP) WIRELESS ANTENNA CONTROL BOX 16"x20" +12"AFF LC102a 3/4"RS, 6#12, #12GRD (3)1P20 (3)1P20 (3)1P20 (3)1P20 100 AMP PLUG-IN BUSWAY, 120/208V 30, 4WIRE LC126 (3)1P20 LC125 (1)3P30 LC124 (3)1 P20 LC101 LC102 (1)3P30 (3)1P20 1-1/2"C, 4#1/0 3/4" #2 LC112 (3) P20 LC128 3/4"C LC 135 30 CIRCLE AW #664 +18"AFF LC126a OLT LASER PWR. CONTROL CABINET 1"RS, 4#10 & 1#10 GRD. 2"C, 8#10,2# 1#10 GRD. 1 LC129 1 (3)1 P 1 LASER ROOM 11V21 #10 iiik24" I b C135 (1) 3P30A DED,EPIC SYSTEM DLR Group Architecture Engineering Planning Interiors ISSUE FOR PERMIT 06.16.17 REVISION BY APPROVED 20A/ n 30A WP WP GFCI DATE CTLM 9 & 10 - 90% IFR CTLM 9 & 10 - IFC ADC INSTAL PWR & INSTR. VACUUM AS BUILT WH_11047.031 WH_11047.031 W156890 14210870 WH WH WH SAZAN VAVREK SRM SRM SRM SL VAVREK 06.28.12 07.06.12 04.01.13 04.22.13 10.08.13 3/4"C, #12 SYM Z REVISION 3/4"C, #12 2KW,277V,1PH,8' BASEBOARD HTR b PH DEAD a PH DEAD BY APPROVED DN, IN WALL ( YP) 3/4"C, #12 NETWORK CABINET 18X18X4 DATE A B C D REMOVE CTLM#12 GANTRY, PILLARS, ETC INSTALL PLANT AIR & 120V AT V23 RELOCATE AGFM40 INSTALL POWER & DATA OUTLETS AT T23 ADC THERMOPLASTICS AFP W1832481 W2342325 22279-20 C154370 D33205-01 SAZAN VAVREK EISI SANIDAD DLR GROUP SL VAVREK D.O. SANIDAD DMG 10.15.13 11.25.13 02.07.14 10.05.15 06.16.17 UP 1KW,277V,1PH,4' 3/4"C, 4#10, 1#10 GRD. BASEBOARD HTR T22-5/26 LA\ SCALE: 1/8" = 1'-0" ”® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED FAN RF -2, 1/8HP,120V, LC126a, MTD. 21' AFF DRAWN CHESTERFIELD CHECKED DATE 10/13/94 \D 2OA I� DED 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE 20A, 125V, 1 PHASE DUPLEX RECEPTACLE 15A, 125V, 1 PHASE DUPLEX RECEPTACLE (DEDICATED) 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE DROP OA 30A, 125V, 1 PHASE, TWISTLOCK RECEPTACLE 15A, 125V, 1 PHASE, 4-PLEX RECEPTACLE I3g30A 30A, 120/208V, 3 PHASE RECEPTACLE 15A, 125V, 1 PHASE, 4-PLEX POWER POLE DATA POLE SINGLE POLE TOGGLE SWITCH 120/208V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN XX/NF DISCONNECT SWITCH, NON-FUSED, XX AMPERES MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH ® MOTOR STARTER, MANUAL 115V MOTOR (SIZE AS NOTED) 208 OR 230V MOTOR (SIZE AS NOTED) GE SAL OTIS 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. OFFER \CE _fRAW \GS CO\STRvCI lo\ \OTES RECEIVED CITY OF T UKWILA JUN 21 2017 PERMIT CENTER 1E60 ( lJ I I I I O 1E61 1E62 1E63 1E64 1E65 1E66 1E67 1E68 1E69 1E70 1E71 8 1E72 1E73 1E74 1E75 1E76 1E77 1E78 1E79 1E80 1E81 1E82 1E83 S 1E89 RETE 1E86 VVE 1E87 LAS- z i 2017 ALE: NTS City of Tukwila BUILDING DIVISION SUBTITLE 120 VOLT POWER CURRENT REVISION D33205-01 SYMBOL 3 DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER DARCY CHECKED VAVREK APPROVED APPROVED MEHTA 10/13/94 10/17/94 10/17/94 TITLE ELECTRICAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 COL. W -S/22-23 DEV. CENTER, WA SHEET 1 E95 JOB NO. 1001715343 COMP NO. DWG NO. 09-101-1E95 WIRELESS ANTENNA CONTROL BOX 16"x20" SYM T22-6/4 TRUSS LEVEL PLATFORM SEE DWG 1E79 & E5 r 0 0 11V21 L- T I 1 N At N DLR Group A x D o (co N, n J J J (0 N. CO 0) O s- 0 JJJJoo Architecture Engineering Planning Interiors LD1a LABELED "LD" 100 AMP PLUG-IN BUSWAY, 120/208V, 30, 4 WIRE ISSUE FOR PERMIT 06.16.17 REVISION BY APPROVED DATE SYM 3/4"C,4#10 LD46abc 3/4"C,3#10 LD48bc LD28a,b & • DEAD ENDED DEAD ENDED rJ L LD45c rX FLIPPER TOOL CONTROL LD45ab DEAD ENDED IN FLR CHASE (3)3/4" EMT 4#10 ON WEST WALL IN TRENCH 1D"x10"x6" 0 diPP LD47c k3/4" 2#10 LD47b 3/4" 3#10 LD47c L_ co 00 00 cb LD74a LD74b REVISION LD74c L_ LD74c 3/4"C,3#10 LD1177bc P-T- L_I LD87a,b & c DEAD ENDED IN FLR CHASE L- J 'J LD74b BY APPROVED L r- 3/4" 4#10 3/4" 3#10 r -- J til ) LD77a LD76c 3/4" 2#10 LD76b 3/4" 3#10 3/4" 6#10, #12G II ii J z Z N LiJ_x DATE W AS BUILT 14210870 VAVREK VAVREK 10.08.13 B ADC THERMOPLASTICS AFP D33205-01 DLR GROUP DMG 06.16.17 X REMOVE CTLM#12 GANTRY, PILLARS, ETC W1832481 SAZAN SL 10.15.13 S REDLINES CD01 NC/OS NC 11047.006 WH LEG 12.19.11 Y ZENITH AREA 1 - CLEAN ROOM 16-306-22 EISI VAVREK 10.17.13 T INSTALL SYSTEMS FKURNITURE 12876958 ESBROOK VAVREK 02.28.12 Z ZENITH AREA 1 REMOVAL 15653180 VAVREK VAVREK 02.04.14 U UTILITY RELOC FOR DC FREEZER - 90% WH MAS 10.26.12 A INSTALL (6) STATIONS W/PWR & NETWK W2807033 VAVREK VAVEK 06.05.14 V ADC WH MAS 04.01.13 DLA\ b 11 L L- J �-1- LD109/abc, LD120bc 3/4" 7#10 C.Ns(,- LD108abc (TYP) 3/4" 6#10 TO LD113abc 3/4" 6#10 TO LD103abc 3/4" 6#10 LD105abc 3/4" 4#10 LD108abc n 3/4" 2#10 TO LD110 L_ 1 3/4" 4#10 I 0117 1 2P50A SCALE: 1/8" = 1'-0" G Ola n n n 111b o JJJ of ro -J -J #1 0 J LD103a,c NETWORK CABINET AUTOTRONICS T n n r7 n ry0 n n 114 b 0 111ab A, 110ab c 3/4" 4#10 12a LD111 (3)20A,1P LD114 (3)20A,1P LD112 LD120a 3/4' , 4#10, IN SLAB ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN D. CHESTERFIELD CHECKED ENGINEER KEN DARCY CHECKED APPROVED APPROVED NAREN MEHTA DATE 10/13/94 10/13/94 10/17/94 r -7 V T T 1 T 1E60 1E61 1E62 1E63 1E64 1E65 1E66 1E67 1E68 1E69 1E70 1E71 1E72 1E73 1E74 1E75 1E76 1E77 1E78 1E79 1E80 1E81 1E82 1E83 J 1E84 1E85 1E86 1E87 1E88 1E89 1E90 1E91 1E92 1E93 a 1E94 1E95 /1E96/ SUBTITLE TITLE ELECTRICAL MASTER 9-101.1 KEY PLAN IIIA 1hl► qlU,. LIGE 3 1gc 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE 120A 20A, 125V, 1 PHASE DUPLEX RECEPTACLE I=CEDED 15A, 125V, 1 PHASE DUPLEX RECEPTACLE (DEDICATED) O 15A, 125V, 1 PHASE, DUPLEX RECEPTACLE DROP I030A 30A, 125V, 1 PHASE, TWISTLOCK RECEPTACLE 15A, 125V, 1 PHASE, 4-PLEX RECEPTACLE 1.°30A 30A, 208V, 1 PHASE RECEPTACLE, #2620 15A, 125V, 1 PHASE, 4-PLEX POWER POLE DATA POLE ❑T SINGLE POLE TOGGLE SWITCH 120/208V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN DISCONNECT SWITCH, NON-FUSED, XX AMPERES MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH MOTOR STARTER, MANUAL 115V MOTOR (SIZE AS NOTED) 208 OR 230V MOTOR (SIZE AS NOTED) MACHINE/EQUIPMENT NUMBER x, y HORSEPOWER G VIRAL \OTES 1. CONDUIT SHOWN SHALL BE 1/2" EMT UNLESS OTHERWISE NOTED. 2. CONDUCTORS SHOWN: #12 AWG, STRANDED COPPER, INSULATION TYPE THHN/THWN, UNLESS OTHERWISE NOTED. 3. COLOR CODE CONDUCTORS: IDENTIFY CONDUCTORS WHICH DO NOT HAVE APPROPRIATELY COLORED INSULATION WITH COLOR TAPE WHEREVER CONDUCTORS ARE ACCESSIBLE. IDENTIFY INSULATED GROUND CONDUCTORS PER NEC 250-57(b) EXCEPTION #1,b OR c (USING TAPE). COLOR CODE AS FOLLOWS: 208Y/120V 480Y/277V A 0 (LEFT BUS IN PNL) BLACK BROWN B 0 CENTER BUS IN PNL) RED ORANGE C 0 RIGHT BUS IN PNL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN GREEN ISOLATED GROUND GRN/YEL* GRN/YEL* *GREEN WITH YELLOW TRACER 4. DYMO LABEL EACH RECEPTACLE, JUNCTION/OUTLET BOX AND SWITCH WITH CIRCUIT IDENTIFICATION. 5. POST NEW OR REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 6. IDENTIFY PANELS WITH LAMINATED PHENOLIC NAMEPLATES AS DETAILED. 7. RETURN REDLINE MARKUP DRAWINGS TO ENGINEERING UPON COMPLETION OF JOB. REFE E\CL DRAW \GS: 9-101-1E96 9-101-1E43 9-101-1E511 9-101-1E88 FOR TUNNEL SERVICE SEE 9-101-TNE93 CO\STR,CTIO\ 3 ES PROVIDE NEW 20A/1P BUS PLUG FOR EQUIPMENT CONNECTION. 120V/208Y POWER PLAN ADC THERMOPLASTICS AFP BUILDING 9-101 COL. W -Z/22-23 RECEIVED CITY OF TUKWILA JUN 21 2017 PERMIT. CENTER DEV. CENTER, WA CURRENT REVISION D33205-01 SYMBOL REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2017 SHEET 1 E96 JOB NO. 54677500 COMP NO. DWG NO. 9-101-1E96 SYM r 1-1 /4"RS, C.O. SEE DWG. 1E137 DLR Group Architecture Engineering Planning Interiors x —CONDENSATE RETURN PUMPS #CRU 1 a 8c CRU 1 b ON ALTERNTOR. 1/3HP EACH. 1"RS, 6#12 BUS HB, #H4133 & IIf34 SEE DWG. 1E145 ISSUE FOR PERMIT 06.16.17 REVISION BY APPROVED DATE X SYM 30/N \,:U 30 x X 1/2"C, 3#10 TO HB29 REVISION x x x x x x 60/NF HB39 I■=%� 60 3/4"C, 3#6 TO HB39 x SEE 1E145 BY APPROVED DATE -r- A DISASSEMBLE CTLM MACHINE 10146708 VAVREK VAVREK 01.18.10 F AS BUILT 14210870 VAVREK VAVREK 10.10.13 B POWER ISLAND 4—PLEX OUTLETS ESBROOK TAE 05.31.11 G REMOVEL CTLM #12 GANTRY, PILLERS, ETC W1832481 SAZAN SL 10.15.13 C CTLM TAPE REEL — IFC WH_11047.018 WH MAS 11.14.11 H ADC THERMOPLASTICS AFP D33205-01 DLR GROUP DMG 06.16.17 D REDLINES CD05 11047.018 WH LEG 05.14.12 E ADC WH MAS 04.01.13 PLA\ 1-1 /4"RS, C.O. SEE DWG. 1E137 CINN—MILACRON TAPE REEL LOADER #1 & #2 (2)10FLA SCALE: 1/8" = 1'-0" Q� BOE/ G® o'— 30/15 3/4"C, 3#12,#12G 3/4"C, 3#12,#12G TO HC20 SEE 1E145 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. B38 DATE 3/4"C, 6#10,#10G TO HB38 & HB37 VIA PULLBOX AT V.5/23 SEE DWG. 1E145 DRAWN EDDIE P. DUARTE CHECKED DATE 04.14.03 SUBTITLE 480/277V POWER LEG \� (41 xx 480 VOLT DROP-3—WIRE, 4—POLE CROUSE HINDS TYPE APR, XX APMERES. 480 VOLT RECEPT., 3—WIRE, 4—POLE, CROUSE HINDS, TYPE ARE, XX AMPERES. J—BOX 480/277V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN - GROUND 480V 3 PHASE MOTOR ® MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH ® MOTOR STARTER, MANUAL Xx/N1L • DISCONNECT SWITCH, NON—FUSED, XX AMPERES Y MACHINE/EQUIPMENT NUMBER X, Y HORSEPOWER GE\ =RAL \OTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK "B" PHASE (CENTER BUS IN PANEL) RED "C" PHASE (RIGHT BUS IN PANEL) BLUE NEUTRAL WHITE EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) PERMANENTLY LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. BROWN ORANGE YELLOW GRAY =FELE\CE DRAM \GS SEE DWG. 9-101—TNE142. CO\STR,CTI3\ \OT -S RECEIVED CITY OF TUKWIL/ JUN 21 2017 PERMIT CENTER 9-101.1 KEY PLAN CURRENT REVISION D33205-01 SYMBOL UL 2 N 22 ENGINEER JOHN J. VAVREK CHECKED APPROVED JOHN J. VAVREK APPROVED 04.14.03 04.14.04 TITLE ELECTRICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101 COL. 21-22/S—W DEV. CENTER, WA SHEET 1E142 JOB NO. COMP NO. DWG NO. 9-101-1E142 -V- 1E110 1E110 1 E111 1E112 1E113 1E114 1E115 1E116 1E117 1E12 1E119 1E120 1E121 1E122 1E123 1E124 1E125 1E126 1E127 I 1E128 1E129 1E130 1E131 1E132 1E133 I 1E134 1E135 1E136 IWO 1E139 1E140 1 E141 %I% �:� . �I ,�,y;h , . OUIP IA 1E144I 1E145�° p1 o.T 9-101.1 KEY PLAN CURRENT REVISION D33205-01 SYMBOL UL 2 N 22 ENGINEER JOHN J. VAVREK CHECKED APPROVED JOHN J. VAVREK APPROVED 04.14.03 04.14.04 TITLE ELECTRICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101 COL. 21-22/S—W DEV. CENTER, WA SHEET 1E142 JOB NO. COMP NO. DWG NO. 9-101-1E142 DLR Group Architecture Engineering Planning Inferiors 1 1/4" IN SLAB -4—z- 4_ 1 1/4" IN SLAB --6 SEE DWG. 1E138 FOR CONTINUATION 3/4"C,3#10,1—# 1 CG ISSUE FOR PERMIT 06.16.17 HA 100 30A —r n .TUNNEL O J 1 ASSI- OOK TUNNEL .1 CONTINUATION SEE N. 1 FOR COI 3/4"C,3#10,1—#10G 1 1/4" R.C.O. IN TNL ROOF SLAB 122 4" C.O. FROM BUS PLUG AT COL. Y23. SEE DWG. 1E138 FOR CONTINUATION -r n L_ TRENCH i TT- =1' J L_ BL" FA\ 3/4"C.O. SEF DWG 1E146 DLA\ 1/8" = 1'-0" ARI- A ROOV 3/4"RC.O. 4 3/4"C, 3#10,#100 TO HE28. SEE 1E146. SEE DWG. 1E1 -4 -6 - ISSUEE1-46 4"C.0. FROM BUS PLUG AT COL. Y23. SEE DWG. 1E146 FOR CONTINUATION 30 E10 VERTICAL LIFT DOOR MOTOR 3HP O XX/NFLa 480 VOLT DROP-3—WIRE, 4—POLE CROUSE HINDS TYPE APR, XX APMERES. 480 VOLT RECEPT., 3—WIRE, 4—POLE, CROUSE HINDS, TYPE ARE, XX AMPERES. J—BOX 480/277V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN GROUND 480V 3 PHASE MOTOR MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH MOTOR STARTER, MANUAL DISCONNECT SWITCH, NON—FUSED, XX AMPERES MACHINE/EQUIPMENT NUMBER X, Y HORSEPOWER GENERAL NOTES: 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. EFE ENCE DAWINGS: SEE DWG 9-101-1E138 NOTE:SEE ORIGINAL DWG 9 -101B -2001—E54 FOR REFERENCE. CONSTRUCTION NOTES: RECEN CITY OF T U KWILA JUN 212017 9-101.1 T? V T T T T C 1E110 1E111 1E112 1E113 1E114 1E115 1E116 1E117 1E118 1E119 1E120 1E121 1E122 1E123 1E124 1E125 1E126 1E127 11 1E128 1E129 1E130 1E131 1E132 1E133 1s / 19 E r) J 1E134 1E135 1E136 1E137 1E138 ` z 1E139 1E140 1E141 1E142 �E 43% rrrri; z, , R 1 E� 144 1E145 1E14 PERMIT CENTER <EY PLA\ O IEWED FOR COMPLIANCE +APPROVED JUL 21 2017 City of Tukwila ILDING DIVISION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE R ADC OPF AT 9-101 W3266018 EISI VAVREK 03.06.15 L DT & E CLEAN RM. ELECTRICAL HOOKUPS 13030111 VAVREK VAVREK 04.10.12 S ADC THERMOPLASTICS AFP D33205-01 DLR GROUP DMG 06.16.17 M ADC WH MAS 04.01.13 SEA LAUNCH PHASE 4 — 90% SUBMITTALS WH_1 1045.001 WH MAS 05.25.11 N AS BUILT 14210870 VAVREK VAVREK 10.15.13 J SEA LAUNCH PHASE 4 — IFC WH_11045.001 WH MAS 06.02.11 P REMOVED CTLM #12 GANTRY, PILLARS ETC W1832481 SAZAN SL 10.15.13 K PICKED UP REDLINES WH LEG 12.19.11 Q RECORD DWG. — FREEZER ADDITION 16262 WH MAS 05.07.14 ”® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DITTMAR CHECKED DATE 1/23/92 SUBTITLE 480Y/277 VOLT POWER. ENGINEER JOHN J. VAVREK CHECKED APPROVED JOHN J. VAVREK APPROVED 1/27/92 1/27/92 TITLE ELECTRICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101 COL. W -Z/21-22 DEV. CENTER, WA CURRENT REVISION D33205-01 SHEET SYMBOL 06.16.17 1E143 JOB NO. COMP NO. DWG NO. 9-101-1E143 DEAD ENDED H 2"C.O. 2"C, 3#2/0 HB1 ---TO PUMPS #CRU -1 a & 1 b SEE DWG 1E142 3/4"C, 3#6 - FROM 1E142 HB39 00 1 —TO 1E142 1 JB J U LEGE\ ft 480 VOLT DROP -3 -WIRE, 4 -POLE CROUSE HINDS APR XX AMP. 480 VOLT RECEPT., 3 -WIRE, 4 -POLE, CROUSE HINDS, ARE XX AMP J -BOX 480/277V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN I I I I HH I I I I I I I I HH I I L �I 1 1"C, 6#12 HB3 & HB4 TO LTG. SEE 1E45) HB3 HB4 HB5 / HB7 20A 20A 20A ✓ 30A 2"C, 3#1/0,#6G 0 ,Lh 100/60 HB24 H HB 1-7 (3/4"C, 3#10 30/NF HB28 HB21 100/NF 2"C, 3#2/0,#40-� 2"C, 3#1/0,#6G 2"C, 3#2/0,#4G HB13 HB19 t HB21 HB 150A 400A I PTA] 30/NF 2"C, 3#2,#6GRD TO Bus Plug HB21 2"C, 3#1/0460 TO LTG. SEE 1E45 73/4"C, 3#10 HB23 HB24 30A 100A HB27 HB28 HB29 30 3/4"C, 3#10 3/4"C, 3#6, 3#10 TO HB39 & HB40 _J I I 1 30/NF —1 IMM/_v I 1 I 30 5 I- B40 6 7 II � NTLM 125A 20• --, 2"C, 3#1,#6GRD HB43 TO 125A NTLM HB37 HB38 HB39 HB40 HB41 HB42 30A 30A 30A 60A 8 2"C, 3#2/0 HB44 TO CTLM#7 2"C, 3#2/0 HB44 TO CTLM#7 9 30 60 2"C.O. H1343 HB44 HB45 150A 1150A 20A I HC 3/4"C, 3#10 TO HB41 1"C, 3#4 TO HB42 11 5 6 7 0) 1 J I-- 8 _J 2"C, 3#2/0 I HC18 TO CTLM#8 I d I I I I 60/NF HC 17 ---r)-1 6KVA 3PH 480/120-208 9 10 3/4"RS, 3#12,#12GRD 11 HC17 5 , 3#12 & 1#12 GND 6 12x16x6 (9 TYP) 7 10A HC18 HC19 1 50A 8 2"C, 3# /0 HC19 T CTLM#9 9 OLT LASER PWR. CONTROL CABINET 10 11 2"C.0 2"C, 3#2/0 HC31 TO CTLM 0 5 7 J U 8 HC31 1 Fc„ HC34 30 150A 150A 9 H 12 x 16x41 (14 TYP) DLR Group Architecture Engineering Planning Interiors 7' 6" AFF (5 TYP) ISSUE FOR PERMIT 06.16.17 \30 1-1/2", 3#1/0, #6G GE ARMOUR CLAD BUSWAY 8 TYP) 800A, 277/480V,3PH, 4W, AFF (8 /2 NEUT. (2 TYP) CRANE 9-101 PLA\ SEE 145 SCALE: 1/8" = 1'-0" DOOR CONTROLLER i GROUND 480V 3 PHASE MOTOR MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH MOTOR STARTER, MANUAL DISCONNECT SWITCH, NON-FUSED, XX AMPERES GENERAL NOTES: 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF CO\ STS 0\ SOT IS: REC PE CITY OF Tiii(WiLA JUN 212017 PERMIT CENTER ('Tc4).° 1E110 1E111 1E112 1E113 1E116 1E122 1E128 1E117 1E123 1E129 1E118 1E119 1E114 1E120 1E115 1E121 EMI15111...M. ihti5 MI E1' 1E140 ILM SgrA 1E139 1E135 1E136 IRR 1 m 9-101.1 K 1 144 1E146 Y Pcitte ,I1f11, I IRJl.R1h!1 se ila ISION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE K L M N P CTLM REFURBISHMENT 90% IFR CTLM REFURBISHMENT IFC REDLINES CD01 NC REDLINES CD05 REDLINES CD06 WH_11047.29 WH_11047.29 11048.18 11047.029/OS WH WH WH WH WH SRM SSRM LEG LEG LEG 05.03.12 05.08.12 05.14.12 05.14.12 07.20.12 Q R S T U ADC AS BUILT REMOVE CTLM#12 GANTRY, PILLARS, ETC RELOCATE AGFM40 ADC THERMOPLASTICS AFP 14210870 W1832481 22279-10 D33205-01 WH VAVREK SAZAN SISI DLR GROUP MAS VAVREK SL D.O. DMG 04.01.13 10.15.13 10.15.13 02.07.14 06.16.17 Q� BOE/ GG' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CHESTERFIELD DATE 10/13/94 CHECKED SUBTITLE PLAN -277/480V POWER CURRENT REVISION D33205-01 SYMBOL DATE 06.16.17 ENGINEER CHECKED VAVREK APPROVED APPROVED M ETHA 10/14/94 10/14/94 TITLE ELECTRICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101 COL. S -W/22-23 DEV. CENTER, WA SHEET 1E145 JOB NO. 54704700 COMP NO. DWG NO. 9-101-1E145 H I I 2"C.O. rt 2"C 3#2/0 DEAD ENDED 4- HD26 DEAD 1-1 /4"C, L_ ENDED—ti, 3#2, 3/4"C.O. 3/4"C.O. L_ _J n 30 4 2"C, / 1 1/4",3#2 HD17 HD22 3#4/0,/#2G HD25 HD26 3" 1HD28 HD29 HD30 60 30 3/4"C.O. SEE 1E143 n 3/4"R OTY ON EAST WALL IN IRENCy 10110"x61 L L_ GE ARMOUR CLAD BUSWAY 800A, 277/480V, 3PH, 4W, 1/2 NEUT. (2 TYP) DLR Group 30 1-1/4"C, 3#2,#20 J 7 T L_L—J HD41 HD42 60 30 F 1-1 /2"C,3#2,#6G 7'-6" AFF PNL 1X23 (NOT EMERG. PNL) 30" AFF(2 TYP) Architecture Engineering Planning Interiors 1E146 E142 ISSUE FOR PERMIT 06.16.17 1-1/4"C, 3#2,#6G 7'-6" AFF CONDUIT IN WALL L_A\ SCALE: 1/8" = 1'-0" J 3/4"C, 3#10,#10G� 4"C.0. HE48 30/NF j --J1 JO/NF (BATT CHARGER) TRENCH IF 1-1 /2"C.O. II J1 L- 1 3/4"C, 3#10,#10G III TO HD28 & HD30 (BATT CHARGER) HE51 HH 22 5 VACUUM J, PUMP 7.5HP HEATER 3/4"C, 3#10I#1bG 3/4"C, 3#12,# 2G- 3/4"C, 3#10,#10G 1X23/3 ASSEMBLY AREA 400K CLEAN ROOM J HE2 ►� 1 11 HH�7 n '�-1�f 11 la l 5 0 30 HE51 HE49 30 HE48 30 D U O r— T 0 8 J � HE25 0 1 11. 3/4'C,3#10410G HEi• 0, HE12 ( i� HE17 r �f 1601 60 60 I � � 60 60A 1 1/4"0,3#1 X3/4"C.O. TO HD29 1-1 /2"C, 3#448G SOUTH BLADE FORMER NORTH BLADE FORMER CONDUIT IN WALL PULLBOX @ 40" AFF (2 so/so 1 "C,3#4,#8G TO HD29 G.E. ARMOR -CLAD 800 AMP PLUG-IN BUSWAY, 480/277V, 30, 4W, 1/2 N 3/4"C, 3#10,#100 TO VERTICAL LIFT DOOR AT COL Z20. SEE 1E143 BUS DUCT "HE" GE, 3 ph, 3 wire EQUIPMENT WAS DISCONNECTED SPARE DISCONNECT SWITCH OFF POSITION LEGEND: 480 VOLT DROP-3—WIRE, 4—POLE CROUSE XX HINDS TYPE APR, XX APNERES. 480 VOLT RECEPT., 3—WIRE, 4—POLE, CROUSE HINDS, TYPE ARE, XX AMPERES. OJ J—BOX XX \ 480/277V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN GROUND 480V 3 PHASE MOTOR MOTOR STARTER, MAGNETIC v1OTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH MOTOR STARTER, MANUAL DISCONNECT SWITCH, NON—FUSED, XX AMPERES MACHINE/EQUIPMENT NUMBER X, Y HORSEPOWER GENERAL NOTES: 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. CONS -RUCTION NOTES: PROVIDE NEW 3P BUS PLUG OF INDICATED AMPERAGE FOR EQUIPMENT CONNECTION. (1( 1E110 1E111 1E112 1E113 1E114 1E115 1E116 1E117 1E118 1E119 1E120 1E121 1E122 1E123 1E124 1E125 1E126 1E127 1E128 1E129 J 1E134 1E139 RECEIVED CITY OF T UKWILA JUN 21 2017 PERMIT CENTER 1E130 1E135 1E140 1E131 1E136 1E141 1 1E132 1E133 1 VI � gwE22 23 14 9-101.1 K 1E14 \ JUL 21 2017 Y PLAN dP�..alb �p In City of Tukwila BUILDING DIVISION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE Z A B S AUTO STRINGER REVISED AS BUILT ADC THERMOPLASTICS AFP DT & E CLEAN RM ELECTRICAL HOOKUPS W16160449 17211733 D33205-01 13030111 CEI PWJ 12.04.14 U AS BUILT 14210870 VAVREK VAVREK 01.20.15 V ZENITH AREA 1 - CLEAN ROOM 16306-22 DLR GROUP DMG 06.16.17 W REMOVE ZENITH AREA 1 15653180 VAVREK VAVREK 04.10.12 X RECORD DWG. - FREEZER ADDITION 16262 VAVREK EISI VAVREK WH VAVREK VAVR EK VAVREK MAS 10.15.13 10.17.13 02.03.14 05.07.14 ADC WH MAS 04.01.13 STACKER CHARGING UNIT REMOVAL W2952232 VAVREK VAVEK 08.29.14 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN D CHESTERFIELD DATE 10/13/94 CHECKED SUBTITLE 277V/480Y POWER PLAN CURRENT REVISION SYMBOL D33205-01 11.11111.4. 06.16.17 ENGINEER CHECKED J VAVREK APPROVED APPROVED NAREN METHA 10/14/94 10/14/94 TITLE ELECTRICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101 DEV. CENTER, WA SHEET 1E146 JOB NO. COMP NO. DWG NO. 46 I LLi _ 60A I I I -� a , Lii, 60/NF 11 1—F1-41-- 1 1/4"0,3#1 X3/4"C.O. TO HD29 1-1 /2"C, 3#448G SOUTH BLADE FORMER NORTH BLADE FORMER CONDUIT IN WALL PULLBOX @ 40" AFF (2 so/so 1 "C,3#4,#8G TO HD29 G.E. ARMOR -CLAD 800 AMP PLUG-IN BUSWAY, 480/277V, 30, 4W, 1/2 N 3/4"C, 3#10,#100 TO VERTICAL LIFT DOOR AT COL Z20. SEE 1E143 BUS DUCT "HE" GE, 3 ph, 3 wire EQUIPMENT WAS DISCONNECTED SPARE DISCONNECT SWITCH OFF POSITION LEGEND: 480 VOLT DROP-3—WIRE, 4—POLE CROUSE XX HINDS TYPE APR, XX APNERES. 480 VOLT RECEPT., 3—WIRE, 4—POLE, CROUSE HINDS, TYPE ARE, XX AMPERES. OJ J—BOX XX \ 480/277V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN GROUND 480V 3 PHASE MOTOR MOTOR STARTER, MAGNETIC v1OTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH MOTOR STARTER, MANUAL DISCONNECT SWITCH, NON—FUSED, XX AMPERES MACHINE/EQUIPMENT NUMBER X, Y HORSEPOWER GENERAL NOTES: 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. CONS -RUCTION NOTES: PROVIDE NEW 3P BUS PLUG OF INDICATED AMPERAGE FOR EQUIPMENT CONNECTION. (1( 1E110 1E111 1E112 1E113 1E114 1E115 1E116 1E117 1E118 1E119 1E120 1E121 1E122 1E123 1E124 1E125 1E126 1E127 1E128 1E129 J 1E134 1E139 RECEIVED CITY OF T UKWILA JUN 21 2017 PERMIT CENTER 1E130 1E135 1E140 1E131 1E136 1E141 1 1E132 1E133 1 VI � gwE22 23 14 9-101.1 K 1E14 \ JUL 21 2017 Y PLAN dP�..alb �p In City of Tukwila BUILDING DIVISION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE Z A B S AUTO STRINGER REVISED AS BUILT ADC THERMOPLASTICS AFP DT & E CLEAN RM ELECTRICAL HOOKUPS W16160449 17211733 D33205-01 13030111 CEI PWJ 12.04.14 U AS BUILT 14210870 VAVREK VAVREK 01.20.15 V ZENITH AREA 1 - CLEAN ROOM 16306-22 DLR GROUP DMG 06.16.17 W REMOVE ZENITH AREA 1 15653180 VAVREK VAVREK 04.10.12 X RECORD DWG. - FREEZER ADDITION 16262 VAVREK EISI VAVREK WH VAVREK VAVR EK VAVREK MAS 10.15.13 10.17.13 02.03.14 05.07.14 ADC WH MAS 04.01.13 STACKER CHARGING UNIT REMOVAL W2952232 VAVREK VAVEK 08.29.14 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN D CHESTERFIELD DATE 10/13/94 CHECKED SUBTITLE 277V/480Y POWER PLAN CURRENT REVISION SYMBOL D33205-01 11.11111.4. 06.16.17 ENGINEER CHECKED J VAVREK APPROVED APPROVED NAREN METHA 10/14/94 10/14/94 TITLE ELECTRICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101 DEV. CENTER, WA SHEET 1E146 JOB NO. COMP NO. DWG NO. 46 TO 1600 A SUB 73/74 TIE BREAKER (2)3#500MCM,2#250MCM T 74F6 800 AF 720 AT .1, GE AKR-6D-30H MICROVERSATRIP LT P/U=0.9C LT DELAY=2 ST P/U=2.5C ST DELAY=MIN 12T OUT INST.=6X /////////, BUS DUCT HC 800/*** 3 PH, 4W W -Y/23 //////// 1X23 225/225 3 PH, 3W (NOT AN EMER. PNL) DLR Group Architecture Engineering Planning Interiors (2)3#250MCM,#2G 480 V, 2400 A, 3 P 4 WIRE (40,000 AIC) 1 74F5 800 AF 125 AT 4, GE AKR-6D-30H MICROVERSATRIP THERMOPLASTICS LASER 400AF/125AT 9770A 3PH FAULT EMERGENCY FEED XR22/abc ISSUE FOR PERMIT 06.16.17 (2)4#350MCM GEN ROOM T 74F4 800 AT 600 AT .1, GE AKR-6D-30H MICROVERSATRIP LT P/U=1.0C LT DELAY=2 ST P/U=3.0C ST DELAY=MIN 12T OUT INST.=8X (2)4#350MCM 0 ATS #18 /////////, XR22-1 600/MLO 3 PH, 4W —e .. 4#1/0 XT22-1 150/150 A LI -JJ 30KVA 3PH, 4W 208Y/120V TRUSS, T22 ---- 2" 4#1 XR22-2 100/100 3 PH, 4W (2)4#350MCM 74F3 800 AF 9 600 AT �. GE AKR-6D-30H MICROVERSATRIP LT P/U=1.0C LT DELAY=2 ST P/U=3.00 ST DELAY=MIN 12T OUT INST.=8X ///////// S22-2 600/600 3 PH, 4W MECH RM201 firM3OKVA 208Y/120V �— 2" 4#1/0 XT22-2 100/100 3 PH, 4W TRUSS, T22 LINE 7 TO SUBSTATION 73 LINE 1 T 74F2 800 AF 600 AT 1 GE AKR-6D-30H MICROVERSATRIP LT P/u=1.0C LT DELAY=3 ST P/U=9.0C ST DELAY=INT 12T OUT INST.=1 OX HUSTLE MACHINE 3"C, 3#500MCM & 1#4 GRD. A (2)4#500MCM,1 #4/0 r 1500/2000 KVA 5.95 % L 74F1 800 AF 320 AT GE AKR-6D-30H MICROVERSATRIP LT P/U=0.8C LT DELAY=2 ST P/U=3.0C ST DELAY=MIN 12T OUT INST.=8X nr 1,225 KVA 208Y/120V T22-6 800/800 3 PH, 4W TRUSS PLATFORM DIST -- 2-1/2" 5#4/0 -- 2 1/2" 5#4/0 S -W/20 ONE LINE DIAGRAM - SUBSTATION 74 BUSWAY LB 100/*** 3 PH, 4W W -Y/20 1600:5 (3) 1600 AT LINE 7 REFER TO DRAWING 109-000-2000-E4 LINE 1 3-1/2"STEEL CONDUIT 3#4/0, 15KV, EPR UNIT SUBSTATION 74 POWER METER PML 7650 ACM G.E.AKRT-6D-50H MICROVERSATRIP LT P/U=1.00 LT DELAY=2 ST P/U=3.00 ST DELAY=MAX 12T OUT GF P/U=0.3C GF DELAY=MAX 12T OUT INST.=8X 2-1/2" 5#4/0 ---- 2" 5#1 BUSWAY LC 100/*** 3 PH, 4W S -W/23 40,11 BUSWAY LD 100/*** 3 PH, 4W W -Y/23 LEGEND: GENERAL NOTES: 1. REFER TO SUBSTATION BOOK (3 -RING BINDER) (4 PRIME POWER MAINTENANCE OFFICE, BLDG. 9-51.1 FOR UPDATED SETTING OF BREAKERS. MEL NELSON, PRIME POWER ELECTRICIAN, PHONE (206) 544-6937, IS THE CUSTODIAN OF THE BOOK. REFERENCE DRAWINGS: 9-101-E4S73 109-101 B-2001-E4A 109-101 B-2001-E4B CONSTRUCTION NOTES: ADJUST TRIP ON EXISTING BREAKER FOR 125A TRIP SETTING. IF NOT POSSIBLE, PROVIDE NEW 125A/3P ADJUSTABLE BREAKER. FDR 7 FDR 1 TRANSFORMER METERS 73F2 74F6 74F5 METERS TRANSFORMER FDR 1 FDR 7 73F3 AMMETER & SW 74F4 TIE MAIN MAIN 73F4 74F3 73F1 73F5 73F6 74F2 74F1 CODE REVIEWED COMPLIANCE APPROVED FOR DOUDLE-ENDED SUBSTATION 73 & 74 \IOT TO SCALE MANUFACTURER: ITC SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A ADC THERMOPLATICS AFP DD3205-01 DLR GROUP DMG 06.16.17 Q� BOE/NG C'— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN PRS DATE 3/31/04 CHECKED SUBTITLE ONE LINE DIAGRAM - SUBSTATION 74 CITY OF T LIKWIL JUN 21 2017 PERMIT CENTE JUL 21 2017 City of Tukwila BUILDING DIVISION CURRENT REVISION SYMBOL DD3205-01 A DATE 06.16.17 ENGINEER CHECKED APPROVED APPROVED TITLE ELECTRICAL MASTER BUILDING 9-101 COL. DEV. CENTER, WA SHEET ES74 JOB NO. COMP NO. DWG NO. 9-101-ES7 4 WAS 9-101-E4Z 0 0 / 32c 2a \SER ROOM 11V21 / 2a 32d 0 _0 r -Ips- -Ill r =11 32c 2a 1I J / U HH LJ / / 17 77 I I r— c 0 0 6 — 1 $ 7 \ I II II 11 I1 11 I u rH L_ SEE SHEET 1E46 122-5/32a 0 SCALE: 1/8" = 1'-0" r 1 E42,3,5,6 E556 23) 20A 9 0 DS 20A 20A 00 0 2011 >020 20A n a 20A / 0 1120A r- 7 >0 0 I0 20A -z. L II II N J 0 0 J 0 0 8 SL >o o LASER ROOM 11V21 L— T — I— I 1 I PREE INri Li IUUL 20A SII L 2C1A I II 20A u__ • D J oo rn o 0 0 0 0 O 0 F- CD o 0 L_ L J 0 0 22 -� (23 DARTAL 120V/208Y DOW SCALE: 1/8" = 1'-0" -R DLA\ (2 1 E92,3,5,6 E556 0 0 • / 1 1 I I I I I 60 60A/NF / n _ASER ROOM 11V21 1-1/4"C, 3#4, #1 L- 60 )--14 / 1- /4"C, 3#4, #10G 0 0 11--1111 u u LJ `\ I 0 1 L 1 / 60 60A/NF 41\ I L J LJII II U r LEGE\3 924 SL DS UL -924 RELAY DEVICE, WATTSTOPPER ELCU-200 OR EQUAL SAFETY LATCH, EUCHNER MGB OR EQUAL DOOR POSITION SWITCH, PILZ PSENmag OR EQUAL G \ERAL \OTES 1 . ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED 2. ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED 3. THE FOLLOWING COLOR CODING TO CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 -VOLTS OR LESS JKL 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE 22 L__J r-1 111/4"C 3#4, #10G L� 1--1 I Td SUBSTA11ON 74 L 3"C,(2)3#250MCM,#2G I I L_ — J II II u II 1 CO d- 0 C3 = _ cn o 0 0 OOA/ 25A V6G—I I— —I L_ i- -I 1—J 1—J 3"C,(2)3#250MCM,#2G 0 0 0 )3 DATIAL 277\080Y SCALE: 1/8" = 1'-0" DOWER DLA\ 11 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6. FEEDERS TO PANESLA ND BUSWAYS SHOWN ON SHEETS E2 AND E3 7. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB EFFRE\CE 3RAWI\GS SEE DWG. #09-101—E605 FOR FIXTURE SCHEDULE CO\ST.JCTIO\ \CIES PROVIDE FINAL CONNECTION TO CORIOLIS ELECTRICAL CABINET. COORDINATE ALL CONNECTION REQUIREMENTS WITH CORIOLIS PRIOR TO INSTALLATION. PROVIDE CONNECTION TO OVERHEAD SECTIONAL DOOR MOTOR. CONFIRM FINAL REQUIREMENTS WITH MANUFACTURER PRIOR TO INSTALLATION. FIELD COORDINATE EXACT DISCONNECT LOCATION TO ENSURE THAT DISCONNECT IS ACCESSIBLE. PROVIDE CEILING MOUNTED RECEPTACLE FOR FUTURE OLTS PROVIDE CEILING MOUTNED RECEPTACLE FOR OWNER PROVIDED CAMERAS. PLATFORMS FOR OPERATOR ROOM AND MACHINE ROOM WILL BE +28" AFF. ALL HEIGHTS FOR WALL MOUNTED DEVICES SHALL BE ADJUSTED ACCORDINGLY. MOUNT IN—USE LIGHT ABOVE DOOR ON EXTERIOR OF ENCLOSURE. PROVIDE EXTERNAL RELAY AND CONTROL WIRING BACK TO CORIOLIS CONTROLLER. COORDINATE FINAL CONNECTION REQUIREMENTS WITH CORIOLIS PRIOR TO INSTALLATION. PROVIDE UL -924 DEVICE TO ALLOW CONTROL OF EMERGENCY FIXTURES WITH NORMAL FIXTURES. PROVIDE SAFETY LATCH ON CONTROL ROOM DOOR AND ASSOCIATED LOW VOLTAGE WIRING. CONFIRM FINAL CONNECTION REQUIREMENTS WITH OWNER PRIOR TO INSTALLATION. PROVIDE DOOR POSITION SWITCH AND ASSOCIATED LOW VOLTAGE WIRING BACK TO CORIOLIS CONTROLLER. COORDINATE FINAL CONNECTION REQUIREMENTS WITH CORIOLIS PRIOR TO INSTALLATION. DLR Group Architecture Engineering Planning Interiors RECEIV x D CITY OF T UK WiLA JUN 212017 PIE'MIT ;",,a, 1ik FOR nnlnG r'nMPI IANCE ISSUE FOR P Rj 21 201VED 7 06.16.1 7 Ci of Tukwila u: nintr n1\/ISI(7 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP DD3205-1 DLR GROUP DMG 06.16.17 Q� BOE/NG ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN D. GIAMALIS DATE 5/12/17 CHECKED SUBTITLE ENLARGED PLANS CURRENT REVISION SYMBOL DD3205-1 0 R I G DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED 06/P1/2.017 APPROVED APPROVED TITLE ELECTRICAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET E556 JOB NO. D33205-1 COMP NO. DWG NO. 09-101-E5 56 O 0 L 3 3 3 3 3 n ID -0k 3 0 3 I— 3 3 n n 7111= -1111 - �� u LASE; ROOM 11V21 I I >0)-1- -- H 3 1 �� L JI I J ✓ L_ DART AL LOW VO STAG - SCALE: 1/8" = 1'-0" • LA\ 2 T E557 PT1V21 PT1V21 PT1V21 PT1V21 \ / - 4 J c DN J DN 0 0 L J L DARTIAL 3LATFOR v 123V/208Y DLA\ SCALE: 1/8" = 1'-0" E557 2 q/vD PLATFORM PT1V21 PLATFORM PT1V21 1 LSP PLATFORM PT1V21 I LL -HP -4 PLATFORM PT1V21 J 30/NF r AHU-1 1 L 4 — O N > 0 0 DARTAL DLATFOR SCALE: 1/8" = 1'-0" J L v 27 /080Y LA\ 3� E557 22 LHCIH \D G- \FRAL \OTI- S 1. ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED 2. ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED 3. THE FOLLOWING COLOR CODING TO CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 -VOLTS OR LESS JKL 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6. FEEDERS TO PANESLA ND BUSWAYS SHOWN ON SHEETS E2 AND E3 7. DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION 8. INSTALL REVISED PANEL SCHEDULES UPON COv1PLETION OF JOB 9 ANY PENETRATIONS OF THE LASER ENCLOSURE FOR DATA CABLING THAT IS NOT IN CONDUIT SHALL UTILIZE STI EZ -PATH SMOKE AND ACOUSTICAL PATHWAY TO ENSURE THE PATHWAY IS SEALED FOR LIGHT PENETRATION. R -PI-R- \CP DRAW\GS C0\STRCTIO\ \OT - S PROVIDE CONNECTION TO OVERHEAD DOOR MOTOR. CONFIRM FINAL REQUIREMENTS WITH MANUFACTURER PRIOR TO INSTALLATION. MOUNT DISCONNECT ON UNISTRUT ABOVE ENCLOSURE. FIELD COORDINATE EXACT DISCONNECT LOCATION TO ENSURE THAT DISCONNECT IS ACCESSIBLE. ENSURE CONDUIT ROUTING IS INSTALLED BEHIND RAILING GUARD AND CLEAR OF PATHWAY. PROVIDE CONNECTION TO MECHANICAL HVAC UNIT. CONFIRM FINAL REQUIREMENTS WITH MANUFACTURER PRIOR TO INSTALLATION. FIELD COORDINATE EXACT DISCONNECT LOCATION TO ENSURE THAT DISCONNECT IS ACCESSIBLE AND HAS CODE REQUIRED CLEARANCE. ENSURE CONDUIT ROUTING IS INSTALLED CLEAR OF PATHWAY. PROVIDE EMPTY J -BOX WITH GROMET COVERPLATE FOR FUTURE DATA WIRING. PROVIDE 1-1/4" CONDUIT BETWEEN J -BOXES BACK TO CONTROL ROOM. DLR Group Architecture Engineering Planning Interiors RECEIVED CITY OF '1i lKWiLA JUN 212011 PERMIT CENTER ISSUE FOR PE 06.16.17 ITRovED JUL 21 2017 City of Tukwila IL 1�'3V vii V �Ot SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP D33205-1 DLR GROUP DMG 06.16.17 Q� BOE/NG ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN D. GIAMALIS CHECKED DATE 5/12/17 SUBTITLE ENLARGED PLANS CURRENT REVISION SYMBOL() In ,� DATE 06.16.17 ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 09-101 ELECTRICAL MASTER DEV. CENTER, WA SHEET E557 JOB NO. D33205-1 COMP NO. DWG NO. 09-101-E5 57 LIGHT FIXTUPE SCHEDULE TYPE DESCRIPTION MOUNTING FIXTURE VOLTAGE LAMPS BALLAST MANUFACTURERS CATALOG SERIES NUMBER REMARKS SYMBOL TYPE Q�, COMBINATION DIRECT/INDIRECT LUMINAIRE; 75% UPLT/25% DNLT BAKED WHITE ENAMEL FINISH, 4' LENGTH DOUBLE DIFFUSING OPTICAL SYSTEM, MICRO PRISM DIFFUSER CENTER OPTICAL CHANNEL, PROGRAMMED START ELECTRONIC BALLAST; <10% THD UL LISTED, UNIVERSAL VOLTAGE BALLAST. SURFACE MTD W/MTG HARDWARE AS INDICATED ON DWGS. S 1'X4' 120/277 F54 T5H0 35 1 ELECTRONIC FINELITE S-15-4'-1T5HO-SC-120/277-SM SF1A 62 SAME AS TYPE "SF1A" EXCEPT 8' LONG. S 1'X8' 120/277 F54 835 2 ELECTRONIC 1T5H0 SNST8-15-SC-120 277 -SM 124 SAME AS TYPE "SF1A" EXCEPT 12' LONG. S 1'X 12' 120/277 F54 835 3 ELECTRONIC 11T5H0 SNST 2-T5H0-SC-120 277 -SM 124 RECESSED DIRECT/INDIRECT 2'X4' FIXTURE; LAMP COMPARTMENT ACRYLIC PRISMATIC DIFFUSER WITH LIGHT DIFFUSING FILM; PROGRAMMED START ELECTRONIC BALLAST; <10% THD UL LISTED UNIVERSAL VOLTAGE BALLAST P 2'X4' 120/277 T5 F54 835 2 ELECTRONIC I2T ON1�8T5-120/277-GEB95-LPM835P RF1 124 PENDANT DIRECT 1'X8' FIXTURE; HIGH -GLOSS BAKED WHITE ENAMEL FINISH HEAVY DUTY 20 -GAUGE CHANNEL; WHITE STRAIGHT BLADE LOUVER; PROGRAMMED START ELECTRONIC BALLAST; <10% THD UL LISTED UNIVERSAL VOLTAGE BALLAST P 1'X8' 120/277 F54 T853 5 2 ELECTRONIC LITHONIA TMS5-2-54T5H0-SBL-120/277-GEB10PS PF1 124 PENDANT DIRECT 1'X4' FIXTURE; MATTE BLACK ENAMEL FINISH; 22 -GAUGE CHANNEL; 0-1OV DIMMING DRIVER; DLC LISTINNG P 1'X4' 120/277 35K LED 0-10V DRIVER GE LDS -C4 -A -0 -65 -W0 -8 -35 -VQ -SM -BECK (PF2 58) WALL MOUNTED "LASER IN USE" LIGHT, ALUMINUM FRAME, BACKLIT ACRYLIC FACE WALL 120/277 LED ELECTRONIC SIGNAL -TECH 38638 ® © THERMOPLASTIC EXIT SIGN, BLACK FINISH WALL 120/277 LED ELECTRONIC EXITRONIX VEX -U -BP -LB -BL MI/ ISSUE FOR PERMIT 06.16.17 DLR Group Architecture Engineering Planning Interiors 111-0k REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 21 2017 PERMIT CENTER SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE RECORD DRAWING A ADC THERMOPLASTICS AFP DCA -9-05013 D33205-01 DLR GROUP DLR GROUP LM/LS DMG 12.19.08 06.16.17 Q� BOE/NG o-- ' &IO.NAL °C ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DLR GROUP DATE 11.21.05 CHECKED AF 12.06.05 SUBTITLE ELECTRICAL LIGHT FIXTURE SCHEDULE CURRENT REVISION SYMBOL D33205-01 A DATE 06.16.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ELECTRICAL MASTER BUILDING 09-101 DEV. CENTER, WA SHEET E605 JOB NO. DCA -9-05013 COMP N0. DWG NO. 09-101-E6 05