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HomeMy WebLinkAboutPermit D17-0065 - BOEING #14-01 - HEATING WATER PUMPSBOEING #14-01 8701 E MARGINAL WAY S EXPIRED 10/08/17 D17-0065 Parcel No: Address: 0 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 0007400033 8701 E MARGINAL WAY S BLDG 14-01 Project Name: BOEING #14-01 Permit Number: D17-0065 Issue Date: 4/11/2017 Permit Expires On: 10/8/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 JOHN S MURDOCH PO BOX 3707 MC 46-88 , SEATTLE, WA, 98124 BOEING COMPANY, THE 100 N RIVERSIDE, M/C 5003-4027 , CHICAGO, IL, 60606-1596 BOEINC*294ML BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 Phone: (253) 740-0214 Phone: (312) 544-2535 Expiration Date: 1/18/2019 DESCRIPTION OF WORK: STRUCTURAL UPGRADE TO ROOF TRUSS SYSTEM: PROJECT INCLUDES REMOVING (6) EXISTING HEATING WATER PUMPS AND INSTALLING (3) NEW HEATING WATER PUMPS WITH SUCTION DIFFUSERS. ADD PIPE SUPPORTS AND ASSOCIATED FRAMING IN THE TRUSS SPACE. Project Valuation: $569,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $9,630.04 Occupancy per IBC: F-1 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Volumes: Cut: 0 Fill: 0 Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: din <\-N Date: '[ ✓6 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or localws reg lating construction or the performance of work. I am authorized to sign and obtain this developme ermit d agree t• the conditions attached to this permit. 4'._:/ /! of Signature: Print Nam HC ?6 &tfW Date: 1C *tee- 2of7, This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0409 FRAMING 4034 SI -METAL PLATE CONN 4025 SI -STEEL CONST 4004 SI -WELDING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Souihcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No..1,11.1--,00(f)5. Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION **'OC V12614WHtof V t-(V/ke Site Address: 8701 East Marginal Way So Tenant Name: The Boeing Company PROPERTY OWNER • Name: The Boeing Company - John S Murdoch Address: P.O. Box 3707 M/C 46-88 City: Seattle State: WA zip: 98124 CONTACT PERSON — person receiving all project communication Name: John S. Murdoch - The Boeing Company Address: P.O. Box 3707 M/C 46-88 City: Seattle State: WA Zip: 98124 Phone: (253) 740-0214 Fax: Email: john.s.murdoch@boeing.com GENERAL CONTRACTOR INFORMATION Company Name: The Boeing Company - John S Murd Address: P.O. Box 3707 M/C 46-88 City: Seattle State: WA zip: 98124 Phone: (253) 740-0214 Fax: Contr Reg No.: BOEINC*294ML Exp Date: 01/18/2019 Tukwila Business License No.: H:\Application\Fomes-Applications On Line12011 Applications\Permit Application Revised - 8.9-11.doca Revised: August 2011 bh King Co Assessor's Tax No.: Suite Number: 1.4-01 Floor: Roof New Tenant: ❑ Yes ®...No ARCHITECT OF RECORD . Company Name: Coffman Engineers Company Name: Engineer Name: Emery S Ojala Architect Name: City: Seattle State: WA Address: Phone: (206) 623-0717 Fax: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD . Company Name: Coffman Engineers City: Seattle state: WA zip: 98124 Engineer Name: Emery S Ojala Address: 1601 5th Ave Suite 900 City: Seattle State: WA zip: 98101 Phone: (206) 623-0717 Fax: Email: ojalae@coffman.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: John S. Murdoch - The Boeing Company Address: P.O. Box 3707 M/C 46-88 City: Seattle state: WA zip: 98124 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 569,000 Existing Building Valuation: $ 10,000,000 Describe the scope of work (please provide detailed information): Project includes Removing (6) Existing Heating Water Pumps and Installing (3) New Heating Water Pumps with Suction Diffusers. Add Pipe Supports and Associated Framing in the Truss Space. Will there be new rack storage? ❑ Yes Z.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:lApplications'Forns-Applications On Line \2011 Applicatiors\Permil Application Revised - 8-9-11.docx Revised: August 2011 bI, Page 2 of 4 Existing Interior Remodel Addition to Existing Structure • , .-r ' -, • New • . Type of Construction per IBC Type of Occupancy per IBC 15' Floor 219,578 2nd Floor 31,145 3rd Floor 31,145 Floors thru 30,786 Basement . Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport . " "�,j , idE'1,0, 612 II -B F-1 Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:lApplications'Forns-Applications On Line \2011 Applicatiors\Permil Application Revised - 8-9-11.docx Revised: August 2011 bI, Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF P.�IcZh RY ;}Y THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: g &ay& e0 eat)/ Print Name: hn S. Mur%och - The Boeing Company Mailing Address: P.O. Box 3707 M/C 46-88 H:IApplientions\Fonm-Applications On Line 12011 Applications\Pefmit Application Revised - 8-9-11.doex Revised: August 2011 bh Day Telephone: Seattle City Date: 03/24/2018 (253) 740-0214 WA 98124 State Zip Page 4 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Does Not Apply Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District t ' ❑ ...Tukwila ❑... Water District #125 ❑ ...Water Availability Provided i 1 i , ❑ .. Highline Sewer District ❑ ...Tukwila 0...Valley View 0 .. Renton ❑ ...Sewer Use Certificate'-: `" 0... Sewer Availability Provided ` r ' ❑ .. Renton r ❑ .. Seattle ' Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) ' ❑ .. Geotechnical Report ❑...Traffic Impact Analysis 0 ...Bond 0 .. Insurance 0 .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storni Drainage ❑ ...Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Grease Interceptor ❑ ...Cap or Remove Utilities 0 .. Curb Cut 0 .. Channelization ❑ ...Frontage Improvements 0 .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO # ❑ :..TemporaryWafer Meter Size .. WO # ❑ ...Water Only MeterSize WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing, Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forna-Applications On Line \2011 Applications\Permit Application Revised - 8-9.11.docx Revised: August 2011 - bh Page 3 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY PAID $9,630.04 D17-0065 Address: 8701 E MARGINAL WAY S BLDG 14-01 Apn: 0007400033 $9,630.04 Credit Card Fee $280.49 Credit Card Fee R000.369.908.00.00 0.00 $280.49 DEVELOPMENT $9,074.70 PERMIT FEE R000.322.100.00.00 0.00 $5,497.09 PLAN CHECK FEE R000.345.830.00.00 0.00 $3,573.11 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $274.85 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11149 R000.322.900.04.00 0.00 $274.85 $9,630.04 Date Paid: Monday, March 27, 2017 Paid By: JOHN MURCOCH Pay Method: CREDIT CARD 026315 Printed: Monday, March 27, 2017 10:58 AM 1 of 1 C. SYSTEMS C 0 0 a 0 c 0 0 c 0 J 6.6.14 BOEING 14-01 UPGRADE HIGH -BAY HVAC Tukwila, Washington Structural Calculations February 2017 Boeing Project #28805 CEI Project #150731 bL7oobs SEATTLE 1 1601 Fifth Ave.,_ Suite 900 1 Seatde,WA 98101-1620 1 206.623.0717 www.toffman.com REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 4 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 272017 PERMIT CENTER COFFMAN NG1NEERS BOEING 14-01 UPGRADE HIGH—BAY HVAC THOMPSON SITE — TUKWILA, WASHINGTON STRUCTURAL CALCULATIONS SECTION PAGE DESIGN NARRATIVE 1 DESIGN CRITERIA 2 PUMP ROOM PIPE SUPPORTS 3-19 APPENDIX 20-31 AER('M mod 14-01 HIGH -BAY HVAC by AC location date 2/24/17 sheet no. chant BOEING checked date job no. 0 n u G 02/24/17 Page 1 Structural Design Narrative Building 14-01 Upgrade High -Bay HVAC Thompson Site — Tukwila, WA Structural work presented herein is provided for the support of the Boeing 14-01 building high bay HVAC upgrades. Structural steel framing will be provided in the pump room between gridlines 6 to 6.2 from B to C for the support of new overhead pipe runs. This framing will incorporate new members with existing steel framing at the bottom truss chord level to create adequate gravity and lateral support points for new pipe runs located approximately three feet below the bottom truss chords. ALCOFFN E E R SMAN N G I proms 14-01 HIGH -BAY HVAC by AC location dafe 2/24/17 sheet no. dent BOEING checked date job no. 0 j 02/24/17 Page 2 /1/-0 13444 *MT- 40,r•th-dr Gote,04,041,-, : -rivesevy rrr /11/05? AF.9fTs project citoyes06- location by date V/Ofifi sheet no. checked date job no. /se7 i 02/24/17 F?#10#4"14 408Pr•%ft. f(lcopen...„ C ionlerof Page 3 420-4)s- rPlo,„zr. eee,- #44Vc. I els') 16'145 (4tt" 3(zfr) .rif- 4,40,3S-- (1 Plac,,, tat C 21.6 ea' 4- 2r Re CioS e-- A4014,,, (.24°.2-S4$ AFRFA'f" project ,M t9/ eirildtt.- Vey/les/eV location by ge.- date sheet no. client checked date job no. 1.9)731 II d e n fl 02/24/17 Page 4 if et/ 141) (001 0 0 0 0 0 (r)'5 0 0 0 0 (0(213 0 0,, CEI AC 150731 Pump Room Framing SK - 1 Mar 28, 2016 at 8:33 AM 170731 S 160315 PIPE SUPPORT ... Page 1 C 0 D d LOB U 02/24/17 CEI Pump Room Framing : Page 5 Hot Rolled Steel Properties Label E Iksi G fks Nu Them) (\1E5 F Densitvfk/ft^31 Yieldfksi R Fufksi Rt 1A992 N5 29000 11154 .3 .65 .49 50 1.1 65 1.1 21 IA36 Gr.361 129000,' 111154 1.31 1.651 1.491 361 11.51 158! 1121 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 '41 !A500 Gr.B RND( 29000' 111154! 1.31 1.651 1.527E 1421 11.41 '58 11.31 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 161 IA53 Gr. B1 '29000; 111154! 1.31 1.651 1.491 a, 351 11.6! 60; 11.21 7 A1085 29000 11154 .3 .65 .49 50 1.4 65 1.3 Joint Coordinates and Temperatures La bel X liin Y 2fin Temp FFl Detach From ... 1 N5 0 0 00 .21 1N281 136.6251 01 101 -..__..01 3 N13 63.125 0 0 0 1141 1N 181 1152.8751' '01 10! 101 5 N11 176.875 0 0 0 16 1N 61 12401 )Of X01 :A0l. 7 N69 63.125 9 0 0 81 'N931 1152.875! i9[ 101 10! 9 N65 36.625 25 0 0 1101 1N20! :63.1251 1361 ;01 101 11 N97 72 36 0 0 1121 1N231 99.1251 1136! :01 01 13 N89 118 36 0 0 114! N851 11321 1361 _ '01 ''01 • 15 N19152.875 36 0 0 1161 N211. _ .. . _........._ 1176.875 .-... 1361 101 1',01 17 N73 99.125 51 0 0 1181 1N811 1176.8751 1511 . 101 101 19 N7 0 63 0 0 -20! 1N611 115! :631 _101 10! 21 N27 36.625 63 0 0 22 1N8! '63.1251 `631 01 10! 23 N77 176.875 71 0 0 124! 1N571 63.1251 196.51 .e.._ 01 .01 25 N9 0 117 0 0 126r N251 1151, - 1117L =,:..'01 01 27 N14 63.125 117 00 .28r N221 99.1251 11171 101 __ 101. 29 N12 176.875 117 0 0 301 1N101 12401 11171_ '01 '.01 31 N53 132 117 0 0 321 1N261 1151 11951 101 '01 33 N29 69 195 0 0 341 1N491 11321 11951 `01 01 35 N37 69 207 0 0 30 1N411 !15! _ 2161 101 01 37 N15 0 243 0 0 1381. 1N241 1151 12431 01 101. 39 N30 69 243 0 0 1401 ;N171 11321 2431 10! 101 41 N16 240 243 0 0 RISA -3D Version 13.0.0 [P:\...\...\...\...\...\...\...\170731 S 160315 PIPE SUPPORT @ PUMP ROOM.r3d] age 2 C L D 0 d a C 02/24/17 CEI Pump Room Framing : Page 6 Joint Coordinates and Temperatures (Continued) Label X [n] Y (n] Z [in] Tem p 1F1 Detach From ... 42 N42 117.5 195 0 0 Joint Boundary Conditions Joint Label X Ik/in Y Ik/in Z Ik/in X Rot.lk-ft/radl Y Rot.Ik-ft/radl Z Rot.fk-ft/rad Footin 1 N6 Reaction Reaction Reaction Reaction Reaction Reaction Wide Flange 2 N10 Reaction Reaction Reaction Reaction Reaction Reaction B14x4x17.2 AS.. 3 N16 Reaction Reaction Reaction Reaction Reaction Reaction 4 N5 Reaction Reaction Reaction Reaction Reaction Reaction N12 5 N7 Reaction Reaction Reaction Reaction Reaction Reaction M8 6 N9 Reaction Reaction Reaction Reaction Reaction Reaction Typical 7 N15 Reaction Reaction Reaction Reaction Reaction Reaction Wide Flange Member Primary Data Label 1 J oint J Joint K Joint Rotate... Section/Shape T Design List Material Desion ... 1 M4 N5 N6 B14x4x17.2 AS... Beam Wide Flange A36 Gr.36 Typical 2 M5 N7 N8 _ B14x4x17.2 AS.. Beam Wide Flange A36 Gr.36 Typical Typical 3 M6 N9 N10 B14x4x17.2 AS.. Beam Wide Flange A36 Gr.36 4 M7 N11 N12 BenPIN B12x4x16.5AS.. Beam _ Wide Flange A36 Gr.36 Typical 5 M8 N13 N14 BenPIN B12x4x16.5_AS.. Beam Wide Flange A36 Gr.36 Typical 6 M9 N15 N16 BenPIN W14x22 Beam Wide Flange A992 Typical 7 M10 N17 N53 BenPIN W8x15 Beam Wide Flange A992 Typical 8 M11 N18 N19 BenPIN W8x15 Beam Wide Flange A992 Typical Typical 9 M12 N20 N21 BenPIN W8x15 Beam Wide Flange A992 10 M13 N22 N23 BenPIN BenPIN W8x15 Beam Wide Flange A992 Typical 11 M14 N24 N25 BenPIN BenPIN W8x15 Beam Wide Flange A992 Typical 12 M15 N26 N49 BenPIN BenPIN W8x15 Beam Wide Flange A992 Typical 13 M16 N27 N28 BenPIN BenPIN W8x1 5 Beam Wide Flange A992 Typical 14 M17 N29 N30 BenPIN BenPIN W8x15 Beam Wide Flange A992 _ Typical Member Advanced Data Label I Release J Release I Offset in J Offset in T/C Onl Phvsica 1 TOM Inactive Seismic Design ... 1 M4 BenPIN BenPIN Yes None 2 M5 BenPIN BenPIN _ Yes None 3 M6 BenPIN BenPIN Yes None 4 M7 BenPIN BenPIN Yes None 5 M8 BenPIN BenPIN Yes None 6 M9 BenPIN BenPIN Yes None 7 M10 BenPIN BenPIN Yes None 8 M11 BenPIN BenPIN Yes None 9 M12 BenPIN BenPIN Yes None 10 M13 BenPIN BenPIN Yes None 11 M14 BenPIN BenPIN Yes None 12 M15 BenPIN BenPIN Yes None 13 M16 BenPIN BenPIN Yes None 14 M17 BenPIN BenPIN Yes _ None RISA -3D Version 13.0.0 [P:\...\...\...\...1...\...\...\170731 S 160315 PIPE SUPPORT @ PUMP ROOM.r3d9age 3 0 1� Q fl fl C d 02/24/17 CEI Pump Room Framing : Page 7 Hot Rolled Steel Design Parameters Label Shape Lenath(in Lbvvf in Lbzz(inl Lcom topfinlLcomp bot linlL-torau... K Kzz Cb Function 1 M4 B14x4x17.2... 240 Segment 2 Lbyy L Z -605 3 N97 Lateral 2 M5 B14x4x17.2... 63.125 Segment Z L. 5 N93 L Z -605 Lateral 3 M6 B14x4x17.2... 240 Segment N85 Lbyy Z -605 8 N73 L Lateral 4 M7 B12x4x16.5... 117 Segment -605 Lbyy N77 L Z -605 11 Lateral 5 M8 B12x4x16.5... 117 Segment L Lbyy -605 13 N49 L Z Lateral 6 M9 W14x22 240 Segment 15 Lbyy L Z -605 16 N37 Lateral 7 M10 W8x15 126 Segment _ Z Lbyy Lateral 8 M11 W8x15 36 Segment Lbyy Lateral 9 M12 W8x15 113.75 Segment Lbyy Lateral 10 M13 W8x15 81 Se ment Lbyy Lateral 11 M14 W8x15 126 Segment Lbyy Lateral 12 M15 W8x15 117 Segment Lbyy Lateral 13 M16 W8x15 63 Segment Lbyy Lateral 14 M17 W8x15 48 Segment Lbyy Lateral Joint Loads and Enforced Displacements (BLC 2 : MEP) Joint Label L.D.M Direction Maanitudef(Ib.k-ft). in rad (Ib°s^2/in. I... 1 N65 L Z -605 2 N69 L Z -605 3 N97 L Z -605 4 N61 L Z -605 5 N93 L Z -605 6 N89 L Z -605 7 N85 L Z -605 8 N73 L Z -605 9 N81 L Z -605 10 N77 L Z -605 11 N57 L Z -605 12 N53 L Z -605 13 N49 L Z -605 14 N30 LZ -._. X -605 15 N41 L Z -605 16 N37 L Z -605 17 N42 L _ Z -605 Joint Loads and Enforced Displacements (BLC 3 : Ex) Joint Label L. D Direction MaanitudeFOb.k-ft). in rad (Ib*s^2/in. I 1 N65 L X 344 2 N69 L X ......... ... 344 3 N97 L X 344 4 N61 L X 344 5 N93 L X 344 6 N89 L X 344 7 N85 L X 344 8 N73 L X 344 9 N81 L X 344 10 N77 L X 344 11 N57 L X 344 12 N53 L X 344 13 N49L X 344 14 N30 L -._. X 344 RISA -3D Version 13.0.0 [P:1...\...\...\...\...\...\...\170731 S 160315 PIPE SUPPORT © PUMP ROOM.r3c9age 4 a D Q n C fl 02/24/17 CEI Pump Room Framing : Page 8 Joint Loads and Enforced Displacements (BLC 3 : Ex) (Continued) Joint Label L.D.M Direction Maanitudef(Ib.k-ft). in rad (Ib*s^2/in. I... 15 N41 LX 344 16 N37 L X 344 17 N42 L X 344 , Joint Loads and Enforced Displacements (BLC 4 : Ey) Joint Label D Direction Maanitudef(Ib.k-ff. in rad (Ib*s^2/in. I... 1 N65 L Y 344 2 N69 L Y 344 3 N97 L Y 344 4 N61 L Y 344 5 N93 L Y 344 6 N89 L Y 344 7 N85 L Y 344 8 N73 L Y 344 9 N81 L Y 344 10 N77 L Y 344 11 N57 L Y 344 12 N53 L Y 344 13 N49 LY -11 -lb 344 14 N30 L _.... Y 344 15 N41 L Y 344 16 N37 L Y 344 17 N42 L Y 344 Basic Load Cases BLC Description Cateaor X G...Y G...Z G... Joint Point Distributed Area(Memb...Surface(Plate/... 1 SELF WEIGHT DL Y 65 -1 .062 0 y 9 72818.. 2 MEP DL 1.0.. H1-1 b 2 17 B14x4x17... .288 36.823 9 3 Ex ELX 2 SELF WEIGHT Yes 17 65.993 1 1 3 4 Ey ELY 65 9 .059 17 y 9 12669.. 163620 Load Combinations Description Solve PD...SR... B... Fa... BLC Fa... BLC Fa... BLC Fa... BLC Fa...B... Fa...B... Fa... B... Fa...B... Fa... B... Fa... 1 SERVICE B14x4x17... Y 65 9 .062 0 y 9 72818.. 163620 5.724 49.195 1.0.. H1-1 b 2 M5 B14x4x17... .288 36.823 9 .018 0 z 2 SELF WEIGHT Yes Y 65.993 1 1 3 M6 B14x4x17... .877 65 9 .059 0 y 9 12669.. 163620 5.724 65.993 1.1.. H1 -1b 4 M7 3 D Yes Y .033 DL 1 7 14337.. 157464 6.026 54.477 1.221 -11 -lb 4 1.2D+0.7Ey Yes Y DL 1.2 ELX .7 5 1.2D+0.7Ey Yes Y DL 1.2 ELY .7 6 STRENGTH Y 7 1.4D Yes Y DL 1.4 8 1.4D+1.0Ex Yes Y DL 1.4 ELX 1 9 1.4D+1.0Ey Yes Y DL 1.4 ELY 1 Envelope AISC l4th(360-10): LRFD Steel Code Checks Mem.. Shape Code Check Loc in LC Shear Ch.. Loc in Dir LC phi*P... phi*Pnt..phi"Mn v...phi*Mn ... Cb E 1 M4 B14x4x17... .931 65 9 .062 0 y 9 72818.. 163620 5.724 49.195 1.0.. H1-1 b 2 M5 B14x4x17... .288 36.823 9 .018 0 z 9 13193.. 163620 5.724 65.993 1.1...H1 -lb 3 M6 B14x4x17... .877 65 9 .059 0 y 9 12669.. 163620 5.724 65.993 1.1.. H1 -1b 4 M7 B12x4x16... .237 70.688 8 .033 0 y 7 14337.. 157464 6.026 54.477 1.221 -11 -lb RISA -3D Version 13.0.0 [P:\...\...\...\...\...\...\...\170731 S 160315 PIPE SUPPORT © PUMP ROOM.r3c9age 5 c11.-11-1 -£1. IS £1,0"01. 008661. "1L961 6 A 0 EL0' 9 Z 6E0' SLX9M LLW b1, ql LH'. El 1,9 EL0"06 008661 "galea 6 A C9 660" 9 E90"8E S90" SLX9M 9 L1 EL cullH"'n 1.9 EL0"01, 008661, 9E1S1 L A LLL LZO" 6 9Z9"E9 9147" 9LX9M 9 U Z6 c11. -1.H "Z'l 1.9 E 1,0 .0 L 008661. -9176L1. 6 A 0 ZZO" 9 SLI 9Z1t7 1.61" S LX9M b.W L L ql-1H"£'1 IS £60'01, 008661'L61.E1 L A 1.9 E60'" 9 £1,8"S9 E90. 91,X9M £LW: 06 q l -1H -1:1, LS £1.0•0 I. 008661 .'So£81 6 h 0 LEO' 6 69"99 L617" 5 LX9M Z L W 6 g1-1H"£'l 1.9 EL0'06 008661 "90861 9 A 0 Z60` 9 6 6ZO SLX9M LLW 9 q I.- LH "E'1, IS £ 60'0 L 008661. ' 96114 6 A 0 EZO' 9 E99'9t LtiZ'. S LX9M MI W L cit. -11-1— 1.1 Elti'Zol Z9ti'91. 090Z6Z "081£1 6 Z 0 ZEO' 6 9'ZEL 669" ZZXtiLM 601 9 gl-11-1 "Z1, LLt'PS 9ZO"9 V917c91 "llobl L A 0 1170. 9 t7bE'9£ ELt7" "91XbXZ19 8W 9 u q0 ... utAi 4a..tt UIp !ga..;udY!4a ...d.!4 01 ma lLi! oo1..40 Jesus 0l lu! oo1 )13840 ap00 aae4S -wan (panulluo3) spays apo3 pen Odd7 : (01,-09£)41bb 3SIV adolanu3 : bu!weid woos dwnd 6 abed 130 L L/4220 Q 0 02/24/17 USW(' 0.2.41"-rf 314 576 u/g) 174"(flot.73 Page 10 4r 3L 2L 44011-05Pei Milk vv S W -E4,—; stoit.g ve, te.a. , AENC?!FAINI meet / *1:2 ( el1114‘0,4C by location date sheet no. diem checked date job no. /s*",'"73/ 0 fl 9. 0, 02/24/17 IDutfixs-1 Page 11 77;55 SPdvfm,, 13e -e-"3 (-ow/ 5e -e— dv.etr.4-ext../r4) 4(e ‘4,sat . era. 464..0) to.04,4, CN G 1 N E E OFFMAN Prolccl o #LiAte v(9jr41.4 location 4e. date Vet /4 sheet no. client /F04 checked date lob no c2)1.31 3 0 r1, 02/24/17 Page 12 Concentrated Force Analysis (AISC 360-10 Chapter J) Configuration dme := 20ft Distance to member end cf_restraint := "restrained" Compression flange restraint (restrained/unrestrained) lb = 5in Lb := 20ft MU := 50kip•ft Length of bearing Largest laterally unbraced length on either flange Required flexural strength at point of load application Material Properties E := 29000ksi Young's modulus FyW := 36ksi Web yield stress Fyf := 36ksi Flange yield stress Section Properties d := 12.19in bf:= 10.014in tom, := 0.359in tf:= 0.641in k:= 1.25in SX := 78.1 in3 h := d — 2.tf = 10.908•in Project: 14-01 HVAC UPGRADE Job: 150731 W12X58 CONCENT TED FORCE Sheet: 1 of 3 ANALY S By: AC Date: 3/21/2016 Checked: EO Date: 3/21/2016 0 0 ul 4 0 02/24/17 Page 13 Flange Local Bending �p := 0.9 Rn := 6.25• Fyf•t f2 •6.25•Fyf•tf2 if dme < 10•tf = 92.448 -kip _ I (p•Rn = 83.203•kip "NA" if lb < 0.15•bf Web Local Yielding �P := 1.00 Rn := I Fyw tw (5 • k + Ib) if dme > d = 145.395 kip Fyw tw (2.5•k + Ib) if d >_ dme Lp•Rn = 145.395 -kip Web Local Crippling �p := 0.75 Rn = 2 lb tw !EFywf b0.40•tw1 + 3 — — if <_ 0.2 d tf _ tom, d 2 4 lb tw 1.5 E F w tf lb 0.404:-1+ --0.2 — y if 0.2<—<0.5 d tf t� d 2 Ib tw 1.5 JE•FyW•t f0.80•tw • 1 + 3• — — 0.9 if 0.5 <_ — d tf tw d gyp -Rn = 84.665 -kip = 112.887 -kip Project: 14-01 HVAC UPGRADE W12X58 CONCENTRATED FORCE Job: 150731 ANALYSIS Sheet: 2 of 3 By: AC Date: 3/21/2016 Checked: EO Date: 3/21/2016 02/24/17 Page 14 Web Sidesway Buckling := 0.85 MY := Fyw; SX = 234.3.kip.ft Cr:= 960000ksi if Mu < My = 9.6 x 105•ksi 480000ksi if Mu z My Restrained configuration Cr•tw3tf h bf 3 RnWSBr h2 1 + 0.4. t = 434.329 kip L Lb Unrestrained configuration Rn_WSBur 2 h Cr'tw3t f pRn :_ h•bf ' 0.4 = 195.04.kip tw Lb (P' Rn W SBr if cf restraint = "restrained" = 369.179. kip P Rn WSBr if cf restraint = "restrained" h•b f "NA" if - > 2.3 twi Lb Project: 14-01 HVAC UPGRADE W12X58 CONCENTRATED FORCE Job: 150731 ANALYSIS Sheet: 3 of 3 By: AC Date: 3/21/2016 Checked: EO Date: 3/21/2016 c G 02/24/17 Page 15 Concentrated Force Analysis (AISC 360-10 Chapter J) Configuration dme :_ .5in Distance to member end cf_restraint :_ "unrestrained" Compression flange restraint (restrained/unrestrained) 1b := 10in Length of bearing Lb := 20ft Largest laterally unbraced length on either flange Mu := 20kip•ft Required flexural strength at point of load application Material Properties E:= 29000ksi Young's modulus FyW 50ksi Web yield stress Fy f := 50ksi Flange yield stress Section Properties d:= 13.7in bf := 5in tom, := 0.230in t f := 0.335in k:= 0.735in SX := 29in3 h := d — 2•tf = 13.03•in Project: 14-01 HVAC UPGRADE C CENTRATED FORCE Job: 150731 ANALYSIS Sheet: 1 of 3 By: AC Date: 3/21/2016 Checked: EO Date: 3/21/2016 02/24/17 Page 16 Flange Local Bending �p := 0.9 Rn := 6.25•Fyf•tf2 2.6.25•Fyf•tf2 if dme < 10•tf ppRn := cp•Rn = 31.563 -kip "NA" if lb < 0.15•b f = 35.07•kip Web Local Yielding cp := 1.00 Rn := Fywtw•(5•k+lb) if dme>d= 136.131•kip Fyw tw•(2.5•k + lb) if d >_ dme cp•Rn = 136.131 -kip Web Local Crippling cp:= 0.75 2 lb tw 1.5 E F w tf lb Rn := 0.40•t�`, • 1 + 3• — — y if — <0.2 d tf tw d 24 lb tw 1.5 E.F w tf lb 0.40•t�, • 1 + a - 0.2 1. y if 0.2 < d <0.5 f tw 2 lb tw 1.5 E F 0.80•t1.IYwtf.o.9wd tf t.d cp•Rn = 93.229 -kip = 124.305 -kip Project: 14-01 HVAC UPGRADE W14X22 CONCENTRATED FORCE Job: 150731 ANALYSIS Sheet: 2 of 3 By: AC Date: 3/21/2016 Checked: EO Date: 3/21/2016 C 02/24/17 Page 17 Web Sidesway Buckling tp := 0.85 My .•= FyN; SX = 120.833 •kip• ft Cr:= 960000ksi if Mu < My = 9.6 x 105•ksi 480000ksi if MU >_ My Restrained configuration Cr tw3tf, h•bf 3 RnWSBr h2 1 + 0.4. = 38.203•kip tw•Lb Unrestrained configuration Cr tw3tf h•b f 3 0.4• h2 tom' Lb RnWSBur:- I = 15.156 -kip - h2 := p•Rn WSBr (p•Rn WSBr if cf_restraint = "restrained" if cf restraint = "restrained" = 369.179•kip h-bf "NA" if > 2.3 tw.Lb Project: 14-01 HVAC UPGRADE W14X22 CONCENTRATED FORCE Job: 150731 ANALYSIS Sheet: 3 of 3 By: AC Date: 3/21/2016 Checked: EO Date: 3/21/2016 r 02/24/17 Pt-pc 544-'6-) Page 18 for Gtd ( g'`oc 'Jr-- yo' (28.6,4 r ?-1-d' 6 ) /< t/.7 ISLck a Z511--kc-L- - - sc�a ►� s cam. . (=D_62Ge. - N-t/r z szo, = ' us 0 'e = trt r/ f Z - C-7. I S(, -s 4=r).07‘"?Fc _ 6.27L t Pt/it FcC.441- 6 21 °.`"4617 R/.2. Pa , cru •. "roup` t %i '' �` , tM#tx ta' LN& ACOFFMAN Project / -0/ t`Y`VCbt. Uego-dk.s by A6r_. location date a v"( /(7 sheet no. dient 3oUN Checked date job no. ®TUL.C• e a 0 a 0 0 Fig. 980 - Universal Swivel Sway Brace Attachment Size Range - One size fits bracing pipe 1" thru 2", TOLCO 12 gauge channel, and all structural steel up to 1/4" thick. Material — Carbon Steel Function — Multi -functional attachment to structure or braced pipe fit- ting. Features — This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic con- nections. NFPA 13 (2010) 9.3.5.8.4 indicates clearly that fastener table Toad values are based only on concentric loading. Mounts to any sur- face angle. Break off bolt head assures verification of proper installation. Installation — The Fig.980 is the structural or transitional attach- ment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or 4B to form a com- plete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install — Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until set bolt head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals — Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Officeof Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note — The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000, Fig. 2002, Fig. 4A, Fig. 4B or Fig. 4L Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters' Laboratories and the National Fire Protection Association (NFPA) Finish — Plain , Note — Available in Electro -Galvanized finish. Order By — Figure number and finish. Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953,174, Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730, Pat. #7,669,806 APPROVED Component of State of California OSHPD Approved Seismic Restraints System Dimensions • Weights * Available with hole sizes to accommodate up to 3/4" fastener. Max. Design Max. Design Consult factory. A B H* Load Lbs. Load Lbs.*` Approx. ** The loads listed are axial Toads on the brace. The horizontal load (cULus) (FM) Wt./100 capacity, H, of the brace is: H = F x sin 0, where 0 is the installation angle measured from the vertical. 5 1/a 1 '/8 17h, 2015 2800 132 Cooper B -Line, Inc.'s ("Cooper B -Line") seismic bracing components are designed to be compatible only with other Cooper B -Line bracing components, resulting in a listed seismic bracing assembly. Cooper B -Line's warranty for seismic bracing components will be the warranty provided in Cooper B -Line's standard terms and conditions of sale made available by Cooper B -Line, except that, in addition to the other exclusions from Cooper B -Line's warranty, Cooper B -Line makes no warranty relating to Cooper B -Line's seismic bracing components that are combined with products not provided by Cooper B -Line. COOPER B -LINE 1375 Sampson Ave • Corona, CA 92879 • 800.786.5266 • FAX: 951.737.0330 COOPER B -Line 0 i 0 0 0 0 r?. j 1 0 0 0 02/24/17 Appendix Page 20 �COFFMAN N G I N E E R S 14-01 HIGH -BAY HVAC Prbied �, AC location date 2/24/17 sheet no. „nt BOEING checked date job no. OMUSGS Design Maps Summary Report 02/24/17 Page 21 User -Specified Input Report Title 14-01 HVAC UPGRADES Fri February 12, 2016 21:10:27 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 47.52342°N, 122.3038°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III C 0 c 0 a 0 0 0 Bellevue tfi# i Lake Sarn Jmish - BA1E '11‘1, (?I- - ---NNN L:OEININTKINGGL �,t RE!1JON 5i }MINI ',l cr Burienn ' enton Vashor SEAT -Talk,.& TAM Al BM 90 Issaquah USGS-Provided Output Ss = 1.514 g S1 = 0.575 g SMS= 1.514g SMI = 0.863 g SDs = SDI = 1.009 g 0.575 g For information on how the SS and 51 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and 0 select the "2009 NEHRP" building code reference document. 0 0 0 0 a 1.76 1.60 1.4 1.22 1.12 rm 0.96 V1 0.20 0.64 0.42 0.32 0.16 0.00 0.00 MCER Response Spectrum 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 Period. T (sec) 2.00 1.10 0.99 0.92 0.77 Dn 0.66 • 0.55 0.44 0.33 0.22 0.11 0.00 0.00 0 For PGAM, T„ CRS, and CR1 values, please view the detailed report. Design Response Spectrum 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.20 Period. T (sec) 2.00 OE 02/24/17 Page 22 Design Maps Detailed Report ASCE 7-10 Standard (47.52342°N, 122.3038°W) U Site Class D "Stiff Soil", Risk Category I/II/III 0 Section 11.4.1 — Mapped Acceleration Parameters Note: Ground motion values provided below are for the direction of maximum horizontal 0 spectral response acceleration. They have been converted from corresponding geometric mean ground motions computed by the USGS by applying factors of 1.1 (to obtain Ss) and 0 1.3 (to obtain S1). Maps in the 2010 ASCE-7 Standard are provided for Site Class B. Adjustments for other Site Classes are made, as needed, in Section 11.4.3. From Figure 22-1[i] Ss = 1.514 g From Figure 22-2 [2] S = 0.575 g Section 11.4.2 — Site Class The authority having jurisdiction (not the USGS), site-specific geotechnical data, and/or the 0 default has classified the site as Site Class D, based on the site soil properties in accordance with Chapter 20. D D G 0 D Site Class Table 20.3-1 Site Classification vs Nor N„ s„ A. Hard Rock >5,000 ft/s N/A N/A B. Rock 2,500 to 5,000 ft/s N/A N/A C. Very dense soil and soft rock 1,200 to 2,500 ft/s >50 >2,000 psf D. Stiff Soil 600 to 1,200 ft/s 15 to 50 1,000 to 2,000 psf E. Soft clay soil <600 ft/s <15 <1,000 psf Any profile with more than 10 ft of soil having the characteristics: • Plasticity index PI > 20, • Moisture content w >_ 400/o, and • Undrained shear strength s < 500 psf F. Soils requiring site response analysis in accordance with Section 21.1 See Section 20.3.1 For SI: lft/s = 0.3048 m/s 11b/ft2 = 0.0479 kN/m2 02/24/17 Section 11.4.3 - Site Coefficients and Risk -Targeted Maximum Considered Earthquake (MCER) Spectral Response Acceleration Parameters Table 11.4-1: Site Coefficient Fa Site Class Mapped MCE R Spectral Response Acceleration Parameter at Short Period Ss 0.25 SS=0.50 SS=0.75 SS=1.00 Ss 1.25 A � C 1 j 11 0.8 0.8 0.8 1.0 1.0 1.0 1.2 1.2 1.1 1.6 1.4 0.8 0.8 1.0 1.0 1.0 1.0 2.5 1.7 1.2 1.0 0..9 0:9 See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of SS For Site Class = D and Ss = 1.514 g, Fa. = 1.000 Table 11.4-2: Site Coefficient F„ Site Class Mapped MCE R Spectral Response Acceleration Parameter at 1-s Period S1 <_ 0.10 S1 = 0.20 S1 = 0.30 S1 = 0.40 Si>_ 0.50 i j G 0.8 0.8 0.8 1.0 1.0 1.0 C 1.7 1.6 1.5 E F 2.4 2.0 0.8 0.8 1.0 1.0 1.4 1.3 1.8 1.6 3.5 3.2 2.8 1.5 2.4 2.4 See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of S1 For Site Class = D and S1 = 0.575 g, F„ = 1.500 Page 23 D D a 0 D 0 a 02/24/17 Page 24 Equation (11.4-1): SMS = FaSs = 1.000 x 1.514 = 1.514 g Equation (11.4-2): SM1 = F,S1 = 1.500 x 0.575 = 0.863 g Section 11.4.4 — Design Spectral Acceleration Parameters Equation (11.4-3): Sips = % SMS = % x 1.514 = 1.009 g Equation (11.4-4): S01 = % SM1 = % x 0.863 = 0.575 g Section 11.4.5 — Design Response Spectrum From Figure 22-12 [3] TL = 6 seconds Figure 11.4-1: Design Response Spectrum T<To:S,=SM(0.4+0.6T/T0) T'STS'Ta:SA=S,s T$<TSTL:So=S0,1T T>T�: Sa=Sr„TL/T2 T = 0.114 TS = 0.570 1.000 Period, T (sec) 02/24/17 'JSection 11.4.6 — Risk -Targeted Maximum Considered Earthquake (MCER) Response ESpectrum 1.] The MCER Response Spectrum is determined by multiplying the design response spectrum above by 1.5. m y 0 S = 1.514 0. 1 n = 0.114 Ts= 0.570 1.000 Period, T (sec) Page 25 n n c 02/24/17 Section 11.8.3 - Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F From Figure 22-7 [4] PGA = 0.633 Equation (11.8-1): PGAM = FPGAPGA = 1.000 x 0.633 = 0.633 g Table 11.8-1: Site Coefficient FPGA Site Class Mapped MCE Geometric Mean Peak Ground Acceleration, PGA PGA <_ 0.10 PGA = 0.20 PGA = 0.30 PGA = 0.40 PGA >_ 0.50 A B C D E 0.8 0.8 0.8 1.0 1.0 1.0 1.2 1.2 1.1 1.6 1.4 2.5 1.7 0.8 0.8 1.0 1.0 1.0 1.0 1.2 0.9 See Section 11.4.7 of ASCE 7 1.0 0.9 Note: Use straight-line interpolation for intermediate values of PGA For Site Class = D and PGA = 0.633 g, FP„ = 1.000 Section 21.2.1.1 - Method 1 (from Chapter 21 - Site -Specific Ground Motion Procedures for Seismic Design) Page 26 -� From Figure 22-17 [51 CRs = 0.937 7 From Figure 22-18[6] fl ‘7, C = 0.919 a 0 0 0 0 0 a 0 0 02/24/17 Section 11.6 Seismic Design Category Table 11.6-1 Seismic Design Category Based on Short Period Response Acceleration Parameter VALUE OF SDs RISK CATEGORY I or II III IV Sin < 0.167g A A A 0.167g5Sin <0.33g B B C 0.33g <_ SDs < 0.50g C C D 0.50g <_ SDs D D D For Risk Category = I and SD, = 1.009 g, Seismic Design Category = D Table 11.6-2 Seismic Design Category Based on 1-S Period Response Acceleration Parameter VALUE OF SD1 RISK CATEGORY IoriI III IV_ SD1 < 0.067g A A A 0.067g 5 SD1 < 0.133g B B C 0.133g 5 SD1 < 0.20g C C D 0.20g 5 SD1 D D D For Risk Category = I and SDI = 0.575 g, Seismic Design Category = D Note: When Sl is greater than or equal to 0.75g, the Seismic Design Category is E for buildings in Risk Categories I, II, and III, and F for those in Risk Category IV, irrespective of the above. Seismic Design Category E "the more severe design category in accordance with Table 11.6-1 or 11.6-2" = D 0 Note: See Section 11.6 for alternative approaches to calculating Seismic Design Category. 0 0 0 0 a 0 References Page 27 1. Figure 22-1: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-1.pdf 2. Figure 22-2: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-2.pdf 3. Figure 22-12: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22- 12.pdf 4. Figure 22-7: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-7.pdf 5. Figure 22-17: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22- 17.pdf 6. Figure 22-18: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22- 18.pdf 02/24/17 Page 28 TOP CHORD ROOF FRAMING PLAN PER 114-001-1001-S2 r -a PUMP ROOM PIPE SUPPORT FRAMING r 02/24/17 TRUSS SCHEDULE PER 114-001-1001-S8 TRUS SCHEDULE f* reffirsiore (-) comPpcssioN MOER TR P CWORD -355 r c D *357 z 2- 3 3-4 4-5 S- 6 6-7 78 e TRUSS TZ RCE SizE - 76 PIP 6 Moir 0 S 0 6 twc /S. S *64 6 8 )2 (ND CNN a-ro A490 iff iOi 4190 Ms $0L73 Page 29 02/24/17 Page 30 EXISTING PUMP ROOM FRAMING BTM TRUSS CHORD PER 114-001-1001-S15 N SUPPORT FQ A W UI ScAe_�@i'er 02/24/17 EXISTING PUMP ROOM FRAMING DETAILS @ BTM TRUSS CHORD PER 114-001-1001-S15 ✓4 Or" v rOZ d. rt. vt. t r i .. . CONN. 4,0A 5 7M Cot. A-]07 Bturs frier) i4e1 [s O tTi IME' 9f I 'At.w mos os xoNct t* nor neer. oH+Sr*Wr Ji— Page 31 �rta/lJ.S sl.re_r� aa+tt /OR .OAS& ,1.1114 AA4E I1_ 144 ire J r.t 7 Eiri r'lJky,' ',Orr CAOR.0 TR0/3$ 5EC77ON 8/31/2017 City of Tukwila Department of Community Development JOHN S MURDOCH PO BOX 3707 MC 46-88 SEATTLE, WA 98124 RE: Permit No. D17-0065 BOEING #14-01 8701 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 10/8/2017. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/8/2017, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D17-0065 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPro PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0065 DATE: :03/27/17 PROJECT NAME: BOEING #14-01 SITE ADDRESS: 8701 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Atik Building Division MI NY/.11 Public Works km Pcwo 11h0 1111 Fire Prevention Structural 102 Rc Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 03/28/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/25/17 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 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 BOEING COMPANY, THE 0 Washington State Department of Labor & Industries 0 Hoene Espanol Contact Page 1 of 8 Search L&II A -'Z Index Help My L&1 Safety & Health Claims & Insurance Workplace Rights Trades & Licensing BOEING COMPANY, THE Owner or tradesperson LOHR, MICHAEL Principals LOHR, MICHAEL, SECRETARY MCNERNEY, W (JAMES), PRESIDENT (End: 01/13/2017) WOLTER, CHRISTOPHER, TREASURER (End: 01/16/2015) READ, PAUL, SECRETARY (End: 02/07/2013) SHRONTZ, F A, SECRETARY (End: 02/07/2013) GIVAN, B E, SECRETARY (End: 02/07/2013) KING, C G, SECRETARY (End: 02/07/2013) BEIGHLE, D P, TREASURER (End: 02/07/2013) COLLINS, T J, TREASURER (End: 02/07/2013) BUDINICH, T M, TREASURER (End: 02/07/2013) WOODARD, R B, TREASURER (End: 02/07/2013) CRUZE, D D, TREASURER (End: 02/07/2013) CONDIT, P M, TREASURER (End: 02/07/2013) WA UBI No. 178 005 030 100 N RIVERSIDE M/C 5003-4027 CHICAGO, IL 60606-1596 312-544-2535 Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. BOEINC*294ML Effective — expiration 07/13/1971— 01/18/2019 Bond Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 4/7/2017 BOEING COMPANY, THE FEDERAL INS CO Bond account no. 81312466 $12,000.00 Received by L&I Effective date 01/14/2002 01/01/2002 Expiration date Until Canceled Insurance Ace American Insurance Company $1,000,000.00 Policy no. HDOG27854990 Received by L&I Effective date 10/05/2016 10/01/2016 Expiration date 10/01/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 700,216-00 Doing business as BOEING COMPANY THE Estimated workers reported N/A L&I account representative (360)902-4817 Track this contractor Self Insured. This business is certified to cover its own workers' comp costs. No premiums due. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 10/13/2016 Inspection no. 317940860 Location 7755 E. Marginal Way Seattle, WA 98108 No violations Inspection results date 10/04/2016 Inspection no. 317942065 Location 3003 W Casino Rd Everett, WA 98203 Violations Page 2 of 8 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 4/7/2017 THE COMPANY SUPPORT SERVICES GROUP 14 001 UPGRADE HIGH -BAY HVAC VICI\ ITY v AP FROM DOWNTOWN SEATTLE 14-01 900 crt rrt N 99 SYM EXIT 158 N EXIT 157 EXIT 157 99 EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE—TACOMA AIRPORT 599 TUKWILA 3EVELOPN E\TAL CE\TH REVISION BY FROM KENT & AUBURN APPROVED DATE 900 NO SCALE SYM THOMPSON SITE 8701 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 CODE SUMMARY TYPE OF APPLICATION: PROJECT DESCRIPTION: NEW ALTERATION ['ADDITION % TENANT IMPROVEMENT PROJECT INCLUDES REMOVING (6) EXISTING HEATING WATER PUMPS AND INSTALLING (3) NEW HEATING WATER PUMPS WITH SUCTION DIFFUSERS & ASSOCIATED PIPING, REPLACING EXISTING HEATING WATER CONTROL VALVES WITH NEW ON AIR HANDLING UNITS SERVING OFFICE TOWER & AHU-16, AHU-20, AHU-21, & AHU-23, AND ADDING VFD'S TO AHU-16 RETURN AND SUPPLY MOTORS. AS WELL AS PIPE SUPPORTS AND ASSOCIATED FRAMING IN TRUSS SPACE ABOVE THE PUMP ROOM. CODES: 2015 INTERNATIONAL BUILDING CODE & WAC 51-50 2015 INTERNATIONAL MECHANICAL CODE & WAC 51-52 2015 INTERNATIONAL FIRE CODE & WAC 51-54 CURRENT CITY OF TUKWILA ZONING ORDINANCES CONTRACTOR & STATE NUMBER THE BOEING CO. BOEINC *294ML(01182015) BOEING PROJECT ENGINEER: DAVE STRICKER © 206-402-1470 BOEING CONTACT: JOHN MURDOCH FAX NUMBER. 253-657-0858 E—MAIL. PHONE. 253-657-0868 john.s.murdoch©boeinq.com OCCUPANCY GROUP. GROUP F1 FACTORY CONSTRUCTION TYPE. TYPE II—B ZONING: ALLOWABLE AREA INCREASE. SPRINKLERED & 60' SET—BACK (NO CHANGES) REVISION OCCUPANT LOAD: (ALLOWABLE) NO CHANGE FLOOR AREA: (ACTUAL) NO CHANGE (TABLE 10—A) OFFICES OCC STORAGE OCC LABORATORY OCC CANOPY OCC OTHER OCC 31,145 SF BLDG GROSS 281,509 SF TUNNEL FIRST FLOOR 219,578 SF 1ST FLR MEZZ 2ND FLOOR 2ND FLOOR MEZZ 3RD FLOOR BUILDING HEIGHT: (ACTUAL) 60 FT 3RD FLOOR MEZZ PROJECT AREA 30,786 SF PUMP RM 612 SQ SQ SQ SQ SQ SQ SQ SQ SQ FT FT FT FT FT FT FT FT FT STORIES: 4 MEZZANINE ? ❑(YES)NO) SQ FT FIRE PROTECTION: SPRINKLERED THROUGHOUT PER NFPA 13 ? %'(YES) ❑(NO) SEPARATION EXTERIOR WALL (NON—BEARING) HOUR RATING NON—COMB EXTTERIOR WALL (BEARING) HOUR RATING INTERIOR WALL (NON—BEARING) HOUR RATING NON—COMB INTERIOR WALL (BEARING) HOUR RATING DEMOUNTABLE PARTITION HOUR RATING STRUCTURAL FRAME HOUR RATING NON—COMB FLOOR/CEILINGS HOUR RATING ROOF CONSTRUCTION HOUR RATING NON—COMB SEISMIC DESIGN: ZONE »D„ DESIGN LOADS: (CHAPTER 16) ROOF: LIVE (SNOW) 25 (PSF) NON—COMB FLOOR: OFFICE MECH/STOR STAIRS (PSF) (PSF) (PSF) CONCENTRATED - WIND: EXPOSURE 110 MPH, EXPOSURE C BY APPROVED DATE UPGRADE HIGH—BAY HVAC 28805 CEI MS 02.27.17 BOE/iVG° CODES AND PERMITS PROJECT TITLE: 14-001 UPGRADE HIGH—BAY HVAC QUANTITY SUBMITTED: % 4 SETS: GENERAL PERMIT (SHELL & CORE) OR STRUCTURAL TENANT IMPROVEMENT El SETS: TENANT IMPROVEMENT (NON—STRUCTURAL) II]3 SETS: FIRE PROTECTION/SPRINKLERS ❑ 2 SETS: TENANT IMPROVEMENT (REVISION) SUBMITTED FOR PERMIT & REVIEW: DI BUILDING ❑ GRADING 111 PLUMBING ❑ LANDSCAPE ❑ MECHANICAL ❑ DEMOLITION • STRUCTURAL 111— JOB NUMBER: 28805 * TO BE REVIEWED UNDER SEPARATE PERMIT WASHINGTON STATE NON—RESIDENTIAL ENERGY CODE—APPROACHES COMPLIANCE OPTION • PRESCRIPTIVE ❑ LPA ❑ ANALYSIS % N/A ❑ ELECTRICAL ❑ FIRE PROTECTION CANTILEVER RACKS SPECIAL INSPECTIONS REQUIRED: • WELD ❑ CONCRETE ❑ REBAR ❑ ANCHOR BOLTS • STRUCTURAL BOLTING M STRUCTURAL OBSERVATION ❑ OTHER CALCULATIONS TYPE• Structural ATTACHED X (YES) (NO) ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CEI DATE 01.06.17 CHECKED M. SOTURA 01.06.17 SUBTITLE DRAWING INDEX STRUCTURAL DRAWING NUMBER REV DRAWING TITLE 14-001—S2A ORIG STRUCTURAL NOTES AND ABBREVIATIONS 14-001—S2B ORIG STRUCTURAL NOTES 14-001—RFS160BA A BOTTOM CHORD FRAMING PLAN 14-001—S454 ORIG ENLARGED FRAMING PLAN 14-001—S568 ORIG MISCELLANEOUS SECTIONS & DETAILS EXPIRED CT. 08 2 lI, -- ' FILE�yCO y Permit No. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Buildino Division. NOTE.: E: Povisicnc will r� :sire ,.q art:=•.•i ran submittal and m:.t i5..<.en.a cIftiori l l'. Plan ravioli; appro nl is subject to errors and orris for . Approval of const•:ction documents does not authorize the violation of 1.3 ad . ed code or ordinance. Rec i t of approved Fie o p and condi io is acknowled;ed: B'iI,%/ 111154/ Da rocICLi'i ib T 'M ci ian:cal !cc,rlcal Plumbing #Oas Piping Ci.1.1 of Tukwila COVER SHEET REVIEWED FOR CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION 11 APR 0 4 2011 City of Tukwila BUILDING DIVISION 0045 �COFFMAN NGINEERS 1601 Fifth Avenue, Suite 900 1 Seattle, WA 98101 ph 206.623.07171 fax 206.624.3775 coffman.com LASTING creativity 1 results 1 relationships RECEIVED CITY OF TUKWILA MAR 272017 PERMIT CENTER 100% SUBMITTAL ISSUE FOR PERMIT CURRENT REVISION SYMBOL 28805 DATE 02.27.17 ENGINEER CHECKED APPROVED APPROVED TITLE GENERAL MASTER UPGRADE HIGH—BAY HVAC BUILDING 14-001 THOMPSON, WA SHEET GO JOB NO. COMP NO. DWG NO. 14-001—GO S-RU7UAL A33EV ATIO\ S °, DEG 0, DIA (E), EXIST #, NO #, LB AB ABV ADDL ADH ADJ AFS ALT ALU M APPROX AR ARCH ASPH ASSY B PL BLDG BLKG BLW BM(S) BO xxx BOT BRB BRG BS BTWN AND AT DEGREE DIAMETER EXISTING NUMBER POUND - ANCHOR BOLT ABOVE - ADDITIONAL ADHESIVE - ADJACENT ABOVE FINISHED SLAB - ALTERNATE - ALUMINUM - APPROXIMATE AS REQUIRED ARCHITECTURAL - ASPHALT ASSEMBLY BASE PLATE - BUILDING BLOCKING BELOW BEAM(S) - BOTTOM OF xxx BOTTOM BUCKLING RESTRAINED BRACE BEARING - BOTH SIDES - BETWEEN C - CANT - CDF - CEM PLAS - CIP CJ CJ P CL CLR CMU COL CONC CONN CONSTR CONT CONTR COORD CSK CTR D DC DBL DEG DEMO DET DIA DIAG DIM DIR DIST DN DWG DWL (E) EA EF EJ EL ELEC ELEV EMBED EOR EOS EQ EQL SP EQUIP ES ESCAL EW EXIST EXP EXT SYM CHANNEL CANTI LEVER CONTROLLED DENSITY FILL CEMENT PLASTER - CAST -IN-PLACE CONSTRUCTION JOINT/ CONTROL JOINT COMPLETE JOINT PENETRATION WELD CENTER LINE CLEAR(ANCE) CONCRETE MASONRY UNIT COLUMN - CONCRETE - CONNECT(ION) CONSTRUCTION - CONTINUOUS CONTRACTOR COORDINATE COUNTER SUNK CENTER(ED) DEPTH/DEEP DEMAND CRITICAL DOUBLE - DEGREE DEMOLITION DETAIL DIAMETER DIAGONAL/DIAGRAM - DIMENSION DIRECTION DISTANCE DOWN DRAWING DOWEL - EXISTING - EACH - EACH FACE EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR EMBEDMENT/EMBEDDED ENGINEER OF RECORD EDGE OF SLAB - EQUAL - EQUALLY SPACED EQUIPMENT - EACH SIDE ESCALATOR EACH WAY EXISTING EXPANSION - EXTERIOR REVISION FIN FLG FLR FO xxx FOC FOF FOS FP FRT FS FT FTG GA GALV GEN GLU LAM GR GR BM GYP BD H HDR HGR HLDN HORIZ HSS HT HVAC ID IF IJ IN INFO INSUL INT JST JT KIP KSI KWY L LBR LLH LLV LOC LONG LS H LSV LT LWC MAX MB MBR MECH MEZZ M FR MFR REC MH MID MIN MISC (N) NA NIC NIP NORM NO NS NTS 0/ OC OD OF 0 FS OPH OPNG OPP OVS BY - FINISH(ED) FLANGE FLOOR FACE OF xxx - FACE OF CONCRETE FACE OF FINISH FACE OF STEEL FIREPROOF(ING)/FIRE PROTECTION - FIRE RETARDANT TREATED FAR SIDE - FOOT, FEET FOOTING GAGE/GAUGE GALVANIZED GENERAL GLUE LAMINATED TIMBER GRADE GRADE BEAM GYPSUM BOARD - HIGH HEADER HANGER HOLDDOWN HORIZONTAL - HOLLOW STRUCTURAL SECTIONS HEIGHT HEATING, VENTILATING AND AIR CONDITIONING INSIDE DIAMETER - INSIDE FACE ISOLATION JOINT - INCHES INFORMATION INSULATE/INSULATION INTERIOR JOIST JOINT KIP (1,000 POUNDS) KIPS PER SQUARE INCH K EYWAY ANGLE/LENGTH LUMBER LONG LEG HORIZONTAL LONG LEG VERTICAL - LOCATION LONGITUDINAL LONG SLOTTED HOLE /LONG SIDE HORIZONTAL - LONG SIDE VERTICAL LIGHT LIGHTWEIGHT CONCRETE MAXIMUM - MACHINE BOLT MEMBER - MECHANICAL - MEZZANINE MANUFACTURE(R/D) MANUFACTURER'S RECOMMENDATIONS MANHOLE MIDDLE MINIMUM - MISCELLANEOUS - NEW NOT APPLICABLE NOT IN CONTRACT - NOT IN PERMIT NORMAL NUMBER NEAR SIDE - NOT TO SCALE OVER - ON CENTER - OUTSIDE DIAMETER OUTSIDE FACE OUTSIDE FACE OF STUDS OPPOSITE HAND OPENING OPPOSITE OVERSIZED (HOLES) APPROVED DATE SYM PAF PAR PCC PEN PIL PJP PL PLCS PNL PRCST PREFAB PSF PSI PT PUR R RC RD REF REINF REQD RO RST SC SCHED SECT SLRS SHT SHTHG SIM SL SMS SPEC SPCS SQ SSH SST STAG STD STI F STIR STL STL JST STRUCT SUPT SYM M TB TBC TBR TD THK TO xxx TOC TOF TOG B TOS TOSL TOW TRANSV TRTD TYP T/C T&B T&G UON VAR VIF VNR VRFY VERT W WD WF WHS WO WP WPM WT WWF W/ W/0 - POWDER ACTUATED FASTENER PARALLEL/PARAPET PRECAST CONCRETE - PENETRATE/PENETRATION PILASTER - PARTIAL JOINT PENETRATION WELD - PLATE PLACES PANEL PRECAST - PREFABRICATED POUNDS PER SQUARE FOOT - POUNDS PER SQUARE INCH POST TENSIONED/PRESSURE TREATED - PURLIN RADIUS REINFORCED CONCRETE ROOF DRAIN REFERENCE REINFORCING REQUIRED ROUGH OPENING REINFORCING STEEL - SLIP CRITICAL SCHEDULE SECTION SEISMIC LOAD RESISTING SYSTEM - SHEET SHEATHING - SIMILAR SLOPE - SHEET METAL SCREW - SPECIFICATION SPACES SQUARE SHORT SLOTTED HOLE STAINLESS STEEL STAGGERED - STANDARD - STIFFENER STIRRUP STEEL - STEEL JOIST STRUCTURAL SUPPORT - SYMMETRICAL THROUGH BOLT THREADED BAR COUPLER TO BE REMOVED TRENCH DRAIN THICK(NESS) TOP OF xxx TOP OF CONCRETE - TOP OF FOOTING TOP OF GRADE BEAM TOP OF STEEL TOP OF SLAB - TOP OF WALL TRANSVERSE TREATED TYPICAL TENSION/COMPRESSION CORD TOP AND BOTTOM - TONGUE AND GROOVE UNLESS OTHERWISE NOTED VARIATION/VARIES VERIFY IN FIELD VENEER VERIFY VERTICAL - WIDE/WIDTH WOOD - WIDE FLANGE WELDED HEADED STUDS WHERE OCCURS WATERPROOFING/WORK POINT WATERPROOF MEMBRANE WEIGHT WELDED WIRE FABRIC WITH - WITHOUT XFMR - TRANSFORMER YD REVISION YARD BY APPROVED DATE EXISTING STRUCTURE GENERAL NOTES EXISTING CONSTRUCTION 1. 1 EXISTING STRUCTURAL DIMENSIONS AND MEMBERS SIZES ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION. THE CONTRACTOR SHALL VERIFY THE ACTUAL CONFIGURATION OF EXISTING CONSTRUCTION AND THE CONDITION OF THE STRUCTURE BEFORE BEGINNING WORK. ANY DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE REPORTED TO THE ENGINEER FOR RESOLUTION BEFORE BEGINNING WORK. REFER TO ARCHITECTURAL, PLANS FOR DIMENSIONS, EMBEDMENTS AND OPENINGS NOT SHOWN. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL PLANS FOR DUCTS, PIPING, EMBEDMENTS, AND OPENINGS NOT SHOWN. 2. TEMPORARY SHORING AND BRACING MAY BE NECESSARY IN ORDER TO PERFORM THE NECESSARY STRUCTURAL MODIFICATIONS TO THE EXISTING STRUCTURE SHOWN ON THE STRUCTURAL AND ARCHITECTURAL DRAWINGS. THE CONTRACTOR MUST SUBMIT PLANS AND SUPPORTING CALCULATIONS PREPARED BY A DESIGN PROFESSIONAL LICENSED TO PERFORM WORK IN THE PROJECT JURISDICTION. 3. WHERE NEW STRUCTURAL WORK IS BEING PERFORMED, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS REQUIRED PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER FOR RESOLUTION PRIOR TO BEGINNING WORK. 4. EXISTING CONSTRUCTION, FRAMING MEMBERS AND DIMENSIONS HAVE BEEN ESTABLISHED BASED ON REVIEW OF THE AVAILABLE CONSTRUCTION DRAWINGS FOR THE ORIGINAL BUILDING. ONLY LIMITED FIELD VERIFICATION HAS BEEN PERFORMED. ANY DISCREPANCIES CONCERNING HOW NEW WORK RELATED TO THE AS -BUILT CONSTRUCTION SHALL BE REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION PRIOR TO BEGINNING WORK. 5. UNLESS SPECIFIED OTHERWISE, LOCATION AND ELEVATION OF NEW STRUCTURAL ELEMENTS WITHIN THE EXISTING STRUCTURE ARE DETERMINED BY THEIR RELATIONSHIP TO EXISTING CONDITIONS. THESE RELATIONSHIPS ARE NOTED ON THE PLANS, SECTIONS AND DETAILS. 6. WHEN PROVIDED, DEMOLITION DRAWINGS INDICATE DEMOLITION EXTENT ASSOCIATED WITH THE ACTUAL SIZE OF THE NEW ELEMENT. THE EXTENT OF DEMO MAY NOT REFLECT ADDITIONAL DEMOLITION REQUIRED TO INSTALL NEW ELEMENTS. IN ADDITION TO WHAT IS SHOWN ON THE ARCHITECTURAL DEMOLITION DRAWINGS, MINOR LOCAL DEMOLITION OF EXISTING ELEMENTS MAY BE REQUIRED TO PERFORM THE STRUCTURAL WORK AS INDICATED ON THE PLANS, SECTIONS AND DETAILS. DEMOLITION 1. ALL DEMOLITION SHALL BE CARRIED ON IN SUCH A MANNER AS NOT TO DAMAGE EXISTING ELEMENTS WHICH ARE TO REMAIN A PART OF THE FINISHED STRUCTURE. 2. EXISTING ELEMENTS SHALL BE PROTECTED TO THE FULLEST EXTENT POSSIBLE TO REDUCE SUCH DAMAGE TO A MINIMUM. 3. ALL ELEMENTS OF THE STRUCTURE THAT ARE TO REMAIN AND WHICH ARE DAMAGED DURING DEMOLITION WORK SHALL BE REPLACED AT NO ADDED COST. SUBMITTALS 1. THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION/ERECTION/INSTALLATION. THESE ITEMS ARE IN ADDITION TO ANY SUBMITTAL REQUIREMENTS SPECIFIED ON THESE PLANS OR IN THE PROJECT SPECIFICATIONS. STRUCTURAL SUBMITTALS ITEM PROD DATA SHOP DWGS TEST RESULTS CALCS BLDG DEPT STRUCTURAL STEEL X 2. "PROD DATA" - SUBMIT ADEQUATE DOCUMENTATION THAT THE PRODUCT PROPOSED TO BE USED MEETS THE REQUIREMENTS ON THESE PLANS AND THE PROJECT SPECIFICATIONS. 3. "SHOP DWGS" - SUBMIT COMPLETE SHOP DRAWINGS SUFFICIENT TO SHOW QUANTITIES AND KINDS OF MATERIALS, METHODS OF ASSEMBLY, AND ALL DATA REQUIRED FOR FABRICATION, ERECTION, AND INSTALLATION. THE PURPOSE OF THESE DRAWINGS IS TO DEMONSTRATE THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT DOCUMENTED HEREIN. SUBMITTALS CONSISTING OF DRAWINGS TAKEN DIRECTLY FROM THESE PLANS WILL NOT BE APPROVED. 4. "TEST RESULTS" - SUBMIT RESULTS FOR ANY TESTING REQUIRED BY BUILDING CODE OR THESE PLANS. 5. "CALCS" - SUBMIT CALCULATIONS SIGNED AND SEALED BY A DESIGN PROFESSIONAL AUTHORIZED TO PERFORM WORK IN THE PROJECT JURISDICTION. 6. "BLDG DEPT" - IF CHECKED, THE SUBMITTALS SHALL BE REVIEWED AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO FABRICATION AND/OR INSTALLATION. ORIG UPGRADE HIGH -BAY HVAC 28805 CEI E0 02.27.17 Q� BOE/NG° THE STRUCTURAL DRAWINGS REPRESENT THE DESIGN OF THE PRIMARY STRUCTURE BASED ON PRESCRIBED LOADS, (SEE "DESIGN CRITERIA" SECTION), IMPOSED ON THE STRUCTURE PER THE BUILDING CODE AS SPECIFIED IN THE "BUILDING CODE" SECTION. THE PRIMARY STRUCTURE OF THE BUILDING IS DEFINED AS THE FOUNDATIONS, BEARING WALLS, SHEAR WALLS, COLUMNS, BEAMS, SLABS, FLOOR FRAMING AND LATERAL FORCE RESISTING ELEMENTS REQUIRED TO MAINTAIN THE STABILITY OF THE COMPLETED STRUCTURE AS A WHOLE. 2. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND REGULATIONS OF THE BUILDING CODE AS DEFINED IN THE "BUILDING CODE" SECTION. 3. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED T0, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BRACING AS REQUIRED FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL MEMBERS ARE IN PLACE AND FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. CONSTRUCTION TOLERANCES SHALL CONFORM TO THE BUILDING STANDARDS SPECIFIED IN THE "BUILDING CODE" SECTION. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 7. MECHANICAL AND ELECTRICAL LOADS MAY BE SUPPORTED FROM BEAMS. 8. IF ANY ERRORS OR OMISSIONS APPEAR TO EXIST IN THESE DRAWINGS, SPECIFICATIONS, OR OTHER CONTRACT DOCUMENTS; THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER IN WRITING OF SUCH OMISSION OR ERROR BEFORE PROCEEDING WITH THE WORK. 9. NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NOTES AND DETAILS ON DRAWINGS AND THESE GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT WITH THE PROJECT SPECIFICATIONS, THE MOST STRINGENT SHALL APPLY. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED AS SHOWN FOR SIMILAR WORK, SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER. 10. MANUFACTURED MATERIALS SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE FOLLOWED. 11. SEE MECHANICAL, PLUMBING, ELECTRICAL AND OTHER SPECIALTY DRAWINGS AND PROJECT SPECIFICATIONS FOR THE FOLLOWING: A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL, ROOF AND FLOOR OPENINGS, ETC., NOT SHOWN OR NOTED. B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. C. ANCHORAGE AND BRACING FOR ELECTRICAL, MECHANICAL OR PLUMBING EQUIPMENT TO THE STRUCTURE. D. ANCHOR BOLTS FOR MOTOR MOUNTS. E. SIZE, WEIGHT AND LOCATION OF MACHINES AND EQUIPMENT BASES. 12. FRAMING MEMBERS WHICH ARE NOT DIMENSIONED SHALL BE EQUALLY SPACED BETWEEN DIMENSIONED POINT OF MEMBERS. 13. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CEI DATE 01.06.17 CHECKED R. REEVES ENGINEER K. WANG CHECKED E. OJALA APPROVED APPROVED 01.06.17 01.06.17 01.06.17 SUBTITLE BUILDING CODE 1. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THESE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND REGULATIONS OF THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, AS ADOPTED AND AMENDED BY THE CITY OF TUKWILA, HEREINAFTER REFERRED TO AS THE BUILDING CODE. 2. WHERE NOTED IN THE STRUCTURAL NOTES, CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL ALSO CONFORM TO THE FOLLOWING STANDARDS. WHERE THESE STANDARDS CONFLICT WITH THE BUILDING CODE, THE CODE SHALL GOVERN. GENERAL ASCE7 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE/SEI 7 - 2010 EDITION HOT ROLLED STEEL AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AMERICAN INSTITUTE OF STEEL CONSTRUCTION ANSI/AISC360 - 2010 EDITION AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS JUNE 30, 2004 AISC-341 "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS" AMERICAN INSTITUTE OF STEEL CONSTRUCTION ANSI/AISC341 - 2010 EDITION AISC-303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISC303 - 2010 EDITION DESIGN CRITERIA ROOF LIVE LOAD CRITERIA SNOW DESIGN CRITERIA GROUND SNOW LOAD FLAT ROOF SNOW LOAD EXPOSURE FACTOR - Ce THERMAL FACTOR - Cf DESIGN SNOW DENSITY WIND DESIGN CRITERIA 3 -SECOND GUST WIND SPEED, V = EXPOSURE FACTOR ' IMPORTANCE FACTOR I = INTERNAL PRESSURE COEFFICIENT GCpi = SEISMIC DESIGN CRITERIA SEISMIC USE GROUP SITE CLASS IMPORTANCE FACTOR I = SDS = SD1 = SEISMIC DESIGN CATEGORY LATITUDE LONGITUDE EX?I .fie. 08 2917, bto 100% SUBMITTAL ISSUE FOR PERMIT 65 STRUCTURAL NOTES AND ABBREVIATIONS 20 PSF 25 PSF 25 PSF 0.9 1.0 17.25 PCF 110 MPH C 1.00 0.18 D 1.00 1.009g 0.575g D 47°31'27" N 12218'13" W REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 4 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 2 7 2017 PERMIT CENTER ACOFFMAN N G I N E E R S 1601 Fifth Avenue, Suite 9001 Seattle, WA 98101 ph 206.623.07171 fax 206.624.3775 coffman.com LASTING creativity results 1 relationships CURRENT REVISION SYMBOL 28805 DATE 02.27.17 TITLE STRUCTURAL MASTER UPGRADE HIGH -BAY HVAC BUILDING 14-01 THOMPSON, WA SHEET S2A JOB NO. 28805 COMP NO. DWG NO. 14-01-S2A SYM STRUCTURAL STEEL, MISC. METAL 1. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE BUILDING CODE AND AISC STANDARDS USING LOADS AS DEFINED IN AISC-360 SECTION B3-3 "DESIGN FOR STRENGTH USING LOAD AND RESISTANCE FACTOR DESIGN (LRFD)". STRUCTURAL STEEL FABRICATION AND ERECTION SHALL CONFORM TO AISC REQUIREMENTS AND THE PROJECT SPECIFICATIONS. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION OF ELEMENTS AND CONNECTIONS MARKED `SLRS' SHALL CONFORM TO AISC-341. 4. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: TYPE OF MEMBER ASTM SPECIFICATION WIDE FLANGE SHAPES A992 PLATES, SHAPES, ANGLES, AND RODS A36 (UON) HOLLOW STRUCTURAL SECTIONS (ROUND) HOLLOW STRUCTURAL SECTIONS (SQUARE OR RECTANGLE) PIPE ANCHOR RODS (EMBEDDED IN CONCRETE) CONNECTION BOLTS Fy 50 KSI 36 KSI A500 (GRADE B) 42 KSI A500 (GRADE B) A53 (GRADE B) F1554-36 (UON) A325—N—STD (UON) 46 KSI 35 KSI 36 KSI 5. HEADED STEEL STUD CONNECTORS SHALL BE NELSON GRANULAR FLUX—FILLED HEADED ANCHOR STUDS OR AN APPROVED EQUAL AND BE MADE FROM COLD ROLLED CARBON STEEL AND SHALL CONFORM TO ASTM A-108, GRADE 1015 OR 1020 WITH A MINIMUM TENSILE STRENGTH OF 60,000 PSI. STUD WELDING, INSPECTION AND TESTING SHALL CONFORM TO AWS REQUIREMENTS. 6. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO THE START OF FABRICATION. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS REQUIREMENTS. ALL WELDS SHALL BE PREQUALIFIED IN ACCORDANCE WITH AWS AND AISC STANDARDS. USE E70XX ELECTRODES, UON. WELDING OF MEMBERS AND CONNECTIONS MARKED 'SLRS' SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.8. 9. ALL WELDS SHALL BE PERFORMED BY WELDERS CERTIFIED IN THE JURISDICTION HAVING AUTHORITY OVER THIS PORTION OF THE WORK. 10. WELD LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WELD SIZE SHALL BE AISC MINIMUM, UON. 11. BOLTED CONNECTIONS OF MEMBERS MARKED 'SLRS' SHALL BE PRETENSIONED AND AND SHALL MEET THE REQUIREMENTS FOR A CLASS A FAYING SURFACE. CONNECTIONS AT THESE MEMBERS SHALL BE MADE USING STANDARD HOLES IN ALL PLYS. 12. CONNECTIONS SHOWN FIELD WELDED MAY BE FIELD BOLTED AT OPTION OF FABRICATOR. SUBMIT PROPOSED CONDITION TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO SUBMISSION OF SHOP DRAWINGS AND FABRICATION. 13. TENSION CONTROL BOLTS MAY BE SUBSTITUTED FOR THE BOLTS SPECIFIED IN THESE PLANS AT THE DISCRETION OF THE CONTRACTOR. ASTM F1852 TC BOLTS MAY BE SUBSTITUTED FOR ASTM A325 BOLTS AND ASTM F2280 TC BOLTS MAY BE SUBSTITUTED FOR ASTM A490. TENSION CONTROL TWIST—OFF BOLTS CONFORMING TO ASTM F1852 AND RCSC SPECIFICATION, 2004, MAY BE ALSO SUBSTITUTED. 14. A449, A193 GRADE B7, OR F1554 GRADE 105 THREADED ROD SHALL BE USED WHERE THRU BOLT LENGTH DOES NOT ALLOW FOR STANDARD A325 BOLTS. PROVIDE ASTM A563 NUTS WITH MATCHED WASHERS AT BOTH ENDS. 15. WELDS AT MEMBERS AND CONNECTIONS OF THE SEISMIC LOAD RESISTING SYSTEM SHALL BE MADE WITH FILLER METAL PRODUCING WELDS WITH A MINIMUM CHARPY V -NOTCH TOUGHNESS OF 20 FT—LBF AT 0°F AS DETERMINED BY THE AWS AS CLASSIFICATION METHOD. 16. DEMAND CRITICAL WELDS SHALL BE MADE WITH FILLER METAL PRODUCING WELDS WITH MINIMUM CHARPY V—NOTCH TOUGHNESS OF 20 FT—LBF AT —20°F AS DETERMINED BY THE AWS A5 CLASSIFICATION METHOD AND 40 FT—LBF AS DETERMINED BY APPENDIX X OF THE AISC 341-05. REVISION BY APPROVED DATE SYM REVISION STRUCTURAL OBSERVATION 1. STRUCTURAL OBSERVATION IS REQUIRED FOR THE STRUCTURAL SYSTEM IN ACCORDANCE WITH THE GOVERNING CODE. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE ELEMENTS AND CONNECTIONS OF THE STRUCTURAL SYSTEMS AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETED STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE BUILDING INSPECTOR OR THE DEPUTY INSPECTOR. 2. THE OWNER SHALL EMPLOY AN ENGINEER OR ARCHITECT LICENSED TO PERFORM STRUCTURAL OBSERVATION IN THE PROJECT JURISDICTION. 3. THE STRUCTURAL OBSERVER SHALL PROVIDE A LETTER TO BE SUBMITTED TO THE BUILDING OFFICIAL, AS REQUIRED BY THE JURISDICTION, BEFORE THE FIRST SITE VISIT. THE STRUCTURAL OBSERVER SHALL ALSO INFORM THE OWNER OF THE REQUIREMENTS FOR A PRECONSTRUCTION MEETING AND SHALL PRESIDE OVER THIS MEETING. THE OWNER OR OWNER'S REPRESENTATIVE SHALL COORDINATE COMMUNICATION BETWEEN THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, STRUCTURAL OBSERVER, CONTRACTOR, AFFECTED SUBCONTRACTORS AND SPECIAL INSPECTORS. THE PURPOSE OF THIS COMMUNICATION SHALL BE TO IDENTIFY THE MAJOR STRUCTURAL ELEMENTS AND CONNECTIONS THAT AFFECT THE VERTICAL AND LATERAL LOAD SYSTEMS OF THE STRUCTURE AND TO REVIEW SCHEDULING OF THE REQUIRED OBSERVATIONS. 5. REPORTS SHALL BE ISSUED FOR EACH STRUCTURAL OBSERVATION AND ISSUED TO THE OWNER, ARCHITECT, CONTRACTOR AND BUILDING OFFICIAL. A RECORD OF THE PRECONSTRUCTION MEETING NOTED ABOVE SHALL BE INCLUDED IN THE FIRST OBSERVATION REPORT. 6. THE CONTRACTOR SHALL SCHEDULE EACH OBSERVATION AT LEAST TWO WEEKS PRIOR TO DATE OF THE PROPOSED OBSERVATION. 7. THE STRUCTURAL OBSERVER SHALL PERFORM OBSERVATIONS AT THE FOLLOWING SIGNIFICANT CONSTRUCTION STAGES: CONSTRUCTION STAGES ELEMENTS/CONNECTIONS TO BE OBSERVED: a) AFTER SUBSTANTIAL COMPLETION OF STEEL FRAMING. b) AT SUBSTANTIAL COMPLETION OF THE PROJECT. BY APPROVED DATE ORIG UPGRADE HIGH -BAY HVAC 28805 CEI EO 02.27.17 SPECIAL INSPECTION SPECIAL INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR, IN CONTRACT WITH THE OWNER AND APPROVED BY THE ARCHITECT AND THE BUILDING OFFICIAL, SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK (SEE THE PROJECT SPECIFICATIONS FOR FURTHER REQUIREMENTS): ITEM BUILDING CODE REFERENCE STEEL 1705.2 AND AISC 360 CHAPTER N DETAIL VERIFICATION WELDING OF STRUCTURAL STEEL HIGH STRENGTH BOLTING SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHEN THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. NONDESTRUCTIVE INSPECTION OF ALL WELDS, SHOP AND FIELD, OF MOMENT—RESISTING FRAMES SHALL BE PROVIDED IN ACCORDANCE WITH THE GOVERNING CODE. SUMMARY REPORTS OF ALL INSPECTIONS AND TEST RESULTS SHALL BE DISTRIBUTED TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL WITH DEFICIENCIES CLEARLY NOTED. DEFICIENCIES SHALL BE REPORTED TO THE CONTRACTOR ON A DAILY BASIS. DEFINITIONS OF SPECIAL INSPECTIONS AND TESTING FREQUENCY: "CONTINUOUS" THE FULL—TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. "PERIODIC" — THE PART—TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK. 100% SUBMITTAL ISSUE FOR PERMIT Q� BOE/NGS 1 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY ((7 DEPT. DATE DRAWN CEI ACOFFMANENGINE 1601 Fifth Avenue, Suite 9001 Seattle, WA 98101 ph 206.623.07171 fax 206.624.3775 coffman.com LASTING creativity 1 results I relationships DATE 01.06.17 CHECKED R. REEVES ENGINEER K. WANG CHECKED E. OJALA APPROVED APPROVED 01.06.17 01.06.17 01.06.17 SUBTITLE AISC 360 TABLE N5.4-1 INSPECTION TASKS PRIOR TO WELDING INSPECTION TASKS PRIOR TO WELDING QC QA WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE P P MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE P P MATERIAL IDENTIFICATION (TYPE/GRADE) 0 0 WELDER IDENTIFICATION SYSTEM' 0 0 FIT -UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) -JOINT PREPARATION -DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) -CLEANLINESS (CONDITION OF STEEL SURFACES) -TACKING (TACK WELD QUALITY AND LOCATION) -BACKING TYPE AND FIT (IF APPLICABLE) 0 0 CONFIGURATION AND FINISH OF ACCESS HOLES 0 0 FIT -UP OF FILLET WELDS -DIMENSIONS (ALIGNMENT, GAPS AT ROOTS) -CLEANLINESS (CONDITION OF STEEL SURFACES) -TACKING (TACK WELD QUALITY AND LOCATION) 0 0 CHECK WELDING EQUIPMENT 0 - 1. THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW -STRESS TYPE. AISC 360 TABLE N5.4-2 INSPECTION TASKS DURING WELDING INSPECTION TASKS DURING WELDING QC QA USE OF QUALIFIED WELDERS O O CONTROL AND HANDLING OF WELD CONSUMABLES -PACKAGING -EXPOSURE CONTROL 0 O NO WELDING OVER CRACKED TACK WELDS O O ENVIRONMENTAL CONDITIONS -WIND SPEED WITHIN LIMITS 0 0 WPS FOLLOWED 0 0 WELDING TECHNIQUES -INTERPASS AND FINAL CLEANING -EACH PASS WITHIN PROFILE LIMITATIONS -EACH PASS MEETS QUALITY REQUIREMENTS O O AISC 360 TABLE N5.4-3 INSPECTION TASKS AFTER WELDING INSPECTION TASKS AFTER WELDING QC QA WELDS CLEANED O O SIZE, LENGTH AND LOCATION OF WELDS P P WELDS MEET VISUAL ACCEPTANCE CRITERIA -CRACK PROHIBITION -WELD/BASE-METAL FUSION -CRATER CROSS SECTION -WELD PROFILES -WELD SIZE -UNDERCUT -POROSITY P P ARC STRIKES P P K -AREA' P P BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) P P RE PAI R ACTIVITIES P P DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P 1. WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K -AREA, VISUALLY INSPECT THE WEB K -AREA FOR CRACKS WITHIN 3IN OF THE WELD. O -OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED P -PERFORM THESE TASKS FOR EACH WELDED JOINT OR MEMBER. AISC 360 TABLE N5.6-1 INSPECTION TASKS PRIOR TO BOLTING INSPECTION TASKS PRIOR TO BOLTING QC QA MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS 0 P FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O O PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) 0 O PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL O O CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS O O PRE -INSTALLATION VERIFICATION TESTING BY INSTALLATION* PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED P 1.1 w Nb '1 ti PROPER STORAGE PROVI DED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS 0 O ..0C1 AISC 360 TABLE N5.6-2 INSPECTION TASKS DURING BOLTING ,--- INSPECTION TASKS DURING BOLTING QC - .p,, QA�� FASTENERS ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED O O JOINT BROUGHT TO THE SNUG -TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION 0 1 COL FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING 0 p FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT ARD THE FREE EDGES 0Cli 1 DUI %71i PECTION TAS AFTE - BOL NG INSPECTION TASKS AFTER BOLTING QC QA DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P crr 0 -OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. PE P -PERFORM THESE TASKS FOR EACH BOLTED CONNECTION. STRUCTURAL NOTES CURRENT REVISION 28805 SYMBOL° SIG 08 2017 EVIEVVED FOR )E COMPLIANCE APPROVED. APR 042.017 ity Of Tukwila DING DIVISION RECEIVED Y OF TUKWILA MAR 2 7 2017 RMIT CENTER DATE 02.27.17 TITLE STRUCTURAL MASTER UPGRADE HIGH—BAY HVAC BUILDING 14-01 THOMPSON, WA SHEET S26 JOB NO. 28805 COMP NO. DWG NO. 14-01—S2B SYM 6.2 6.!1 7 7.2 10 BAYS © 20'-0" = 200'-0" 82 8 /l 9e2 TYP BAY FRAMING UNO LiJ U Q REVISION BY APPROVED DATE SYM REVISION ROTTOv CHORD FSA SCALE 1/8"=1'-0" BY APPROVED DATE A CAD CONVERSION UPGRADE HIGH -BAY HVAC 28805 CADDNW CEI 04.23.98 EO 02.27.17 vl\G PI A\ RFSi606A Q� BOE/NG d -- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN J.BERMUDEZ DATE CHECKED R.F.BUKOSKI SUBTITLE LEGE\D GE\EAL \ OTES 1. SEE SHEET S260 FOR STRUCTURAL STEEL SCHEDULE. HFEH\CE DAWI\GS SEE NEW ENLARGED PLAN 1/S454 FOR PUMP ROOM PIPE SUPPORT FRAMING br7oo it: kr 13 I OCT. os 2017 100% SUBMITTAL ISSUE FOR PERMIT BOTTOM CHORD FRAMING PLAN 112:4 T vvivXJJ — trl /RFS160BA / RFS16OBB RFS161BA RFS161BB L3x3x 1 /4 HORIZ BRACIN . N. n BELOW _ W12x27 BOJTT�N\ CH( MATCH LINE - SEE Pl I -, W12x27 BOTTO C DO WT5x10.5 ,o o o o 0 STRUT o 0 0 0 0 0 0 0 0 0 0 o c In F- W10x33 /I `-{ V MATCH LINE . SEE SHT RFS162B REVISION BY APPROVED DATE SYM REVISION ROTTOv CHORD FSA SCALE 1/8"=1'-0" BY APPROVED DATE A CAD CONVERSION UPGRADE HIGH -BAY HVAC 28805 CADDNW CEI 04.23.98 EO 02.27.17 vl\G PI A\ RFSi606A Q� BOE/NG d -- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN J.BERMUDEZ DATE CHECKED R.F.BUKOSKI SUBTITLE LEGE\D GE\EAL \ OTES 1. SEE SHEET S260 FOR STRUCTURAL STEEL SCHEDULE. HFEH\CE DAWI\GS SEE NEW ENLARGED PLAN 1/S454 FOR PUMP ROOM PIPE SUPPORT FRAMING br7oo it: kr 13 I OCT. os 2017 100% SUBMITTAL ISSUE FOR PERMIT BOTTOM CHORD FRAMING PLAN 112:4 T — T — trl /RFS160BA / RFS16OBB RFS161BA RFS161BB KEY PLAN SCALE: NONE RECEIVED CITY OF TUKWILA MAR 2 7 2017 PERMIT CENTER REVIEWED h CODE COMPLIANt,t. APPROVED APR 0 4 2017 0 4' 8' ACOFFMAN NGINEERS 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.07171 fax 206.624.3775 coffman.com LASTING creativity] results] relationships CURRENT REVISION SYMBOL 28805 A DATE O 16' 02.27.17 ENGINEER K.KOLB CHECKED D.OLSON APPROVED W.E.MOOR APPROVED 07.25.94 TITLE UPGRADE HIGH -BAY HVAC BUILDING 14-01 STRUCTURAL MASTER COL B -C/6-9.2 THOMPSON, WA SHEET RFS160BA JOB NO. COMP NO. DWG NO. 14-001-RFS1 60BA SYM REVISION S454 S568 TYP S568 TRUSS BTM CHORD BLW S454 14B17.2 14B17.2 W8x15 Lr) 7< 14B17.2 PAD CION/ PIKE SUPPORT RAVI\G 1 SCALE: 1/4"=1'-0" BY APPROVED DATE SYM RFS160BA S454 REVISION BY APPROVED DATE ORIG UPGRADE HIGH—BAY HVAC 28805 CEI EO 02.27.17 gLim,Eir,mrel ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY 117 DEPT. DATE DRAWN CEI DATE 01.06.17 CHECKED R. REEVES ENGINEER K. WANG CHECKED E. OJALA APPROVED 01.06.17 01.06.17 01.06.17 SUBTITLE LEGE\D GE\HAL \OTES 1. SEE GENERAL NOTES ON S2A & S2B. 2. FOR PUMP ROOM PIPE LATERAL BRACING REQS SEE 1/S568. 3. FOR PUMP ROOM PIPE GRAVITY SUPPORTS SEE MECH 3/M505. EFHE\CE AWI\GS CO\STUCTIO\ \OTES oo T 100% SUBMITTAL ISSUE FOR PERMIT ENLARGED FRAMING PLAN INSTALL WIDE FLANGE STEEL SECTION. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. COORDINATE PLACEMENT WITH PIPE SUPPORT LOCATIONS, SEE MECH. -0\7 say OCT. . Os 2017, 11 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 4 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 2 7 2017 PERMIT CENTER AEOFFMAN NGINEERS 1601 Fifth Avenue, Suite 900 1 Seattle, WA 98101 ph 206.623.07171 fax 206.624.3775 coffman.com LASTING creativity I results I relationships CURRENT REVISION 28805 sYmB°1-01G DATE 02.27.17 APPROVED TITLE UPGRADE HIGH—BAY HVAC BUILDING 14-01 STRUCTURAL MASTER THOMPSON, WA SHEET S454 JOB NO. 28805 COMP NO. DWG NO. 14-01—S45 4 SYM PIPE 3ACI\ (1) LONGITUDINAL BRACE REQUIRED AT EVERY RUN AND AT 80'-0" SPACING MIN UON THESE TRANSVERSE BRACES ACT AS A LONGITUDINAL BRACE THESE TRANSVERSE BRACES ACT AS A LONGITUDINAL BRACE (1) TRANSVERSE BRACE REQUIRED AT EACH END OF EVERY RUN AND AT 40'-0" SPACING MIN UON PLAN VIEW NOTES: 1. THIS BRACING APPLIES TO PIPES OR CONDUIT GREATER THAN 2" DIAMETER AND NOT WITHIN 12" OF THE SUPPORT ELEVATION FOR THE ENTIRE RUN. 2. BRACES TO SMALLER PIPING CANNOT BE USED FOR BRACING LARGER PIPING. 3. c TRANSVERSE BRACING REQUIRED, SEE 4/S568. 0 LONGITUDINAL BRACING REQUIRED, SEE 3/S568. DETAILS 0 TRANSVERSE BRACE MAY ALSO COUNT AS LONGITUDINAL BRACE FOR ADJACENT PIPE RUN AT THIS LOCATION. 4. AT A MINIMUM ALL BRACING SHALL MEET IBC 2012 REQUIREMENTS. 5. FOR PIPE BRACING AT VERTICAL DROPS TO EQUIPMENT SEE 2/S568. 1 SCALE: NTS TOLCO 980 SWAY BRACE ATTACHMENT TO STEEL BEAM FLANGE TYP TYPICAL LC\GITUDI\AL PIPE 3/6\CE <TY P 1Y2''0 SCHED 40 STEEL PIPE DOUBLE BRACE TOLCO 980 SWAY BRACE ATTACHMENT TYP TOLCO PIPE CLAMP STEEL BEAM TOLCO 980 SWAY BRACE ATTACHMENT TO STEEL BEAM FLANGE TYP 0 LLJ 1 3/1 TYP 1S454,1M451S568 SCALE: NTS BEAM SEE PLAN PL3/8 W/ (2) 7A"0 BOLTS 54 6 3" L BEAM SEE PLAN 3EAV TO 3EA v CLR 3OLTED CO\\ECTIC\ SCALE: 1' =1' —0" REVISION ORIG UPGRADE HIGH -BAY HVAC 28805 BY CEI APPROVED DATE SYM S454 S568 REVISION W14 SEE PLAN /I 346 y4 STIF PL3/8 NS/FS STIF PL3/8 EA SIDE (E) W12 TRUSS BOT CHORD SEE PLAN 3EAV TC SCALE: 1'=l'—O" 3/1 6 3 SIDES TYP NS/FS 3 SIDES TYP S568 3EAV 3E6a\G CO\\ECTIO\ (B BY APPROVED DATE EO 02.27.17 S454 S568 TRANSVERSE BRACE AT FINAL SUPPORT POINT BEFORE VERTICAL DROP A FLEXIBLE CONNECTOR, SWING OR LOOP JOINT IS REQUIRED BEFORE CONNECTING SYSTEM TO EQUIPMENT EQUIPMENT ELEVATION VIEW PIPE 3ACI\G DETAILS IF VERTICAL DROP IS GREATER THAN 15'-0" PROVIDE BRACING TO THE FLOOR IF LESS THAN 6'-0" PROVIDE BRACING TO THE FLOOR SCALE: NTS TOLCO 980 SWAY BRACE ATTACHMENT TO STEEL BEAM FLANGE TYP 1 STEEL BEAM TOLCO 980 SWAY BRACE ATTACHMENT TO STEEL BEAM FLANGE TYP <C 0 LLI 1)/2'10 SCHED 40 STEEL PIPE DOUBLE BRACE TOLCO 980 SWAY BRACE ATTACH M ENT TYP 1 TYP 16 TYPICAL -RANSVESE PIPE 3/6\CE TOLCO PIPE CLAMP (2 S568 SCALE: NTS ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CEI DATE 01.06.17 CHECKED R. REEVES ENGINEER K. WANG CHECKED E. OJALA APPROVED APPROVED 01.06.17 01.06.17 01.06.17 SUBTITLE 100% SUBMITTAL ISSUE FOR PERMIT MISCELLANEOUS SECTIONS & DETAILS -17 gik7 g").1 OCT 08 2O1? S568 LREVIEWED FOR CODE COI'viPLIANCE APPR.OVED APR 04 2017 CitiofTukmMa BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 2 7 2017 PERMIT CENTER A ASTF,MiT 1601 Fifth Avenue, Suite 900 1 Seattle, WA 98101 ph 206.623.07171 fax 206.624.3775 coffman.com LASTING creativity 1 results 1 relationships CURRENT REVISION 28805 SYM BOLCIG DATE 02.27.17 TITLE STRUCTURAL MASTER UPGRADE HIGH—BAY HVAC BUILDING 14-01 THOMPSON, WA SHEET S568 JOB NO. 28805 COMP NO. DWG NO. 14-01—S568