Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D13-0367 - BOEING #9-120 - TENANT IMPROVEMENT
BOEING #9-120 9725 E MARGINAL WAY S D13-0367 0 City of Tukwila Department of Community Development /2� 6300 Southcenter Boulevard, Suite #100 _.....2 Tukwila, Washington 98188 $ Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov Parcel No: Address: Project Name: • DEVELOPMENT PERMIT 0003400018 Permit Number: 9725 E MARGINAL WAY S BLDG 9- Issue Date: 101 Permit Expires On: BOEING #9-120 D13-0367 12/9/2013 6/7/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name:. Address: • License No: Lender: Name: THE BOEING COMPANY Address: PO BOX 3707 M/C 89-14 , SEATTLE, WA, 98124 BOEING COMPANY THE PO BOX 3707 M/C 20-00 , SEATTLE, WA, 98124 JOHN 5 MURDOCH Phone: (253) 657-0868 PO BOX 3707 M/C 89-14 ,. SEATTLE, WA, 98124 BOEING COMPANY, THE , Phone: (312) 544-2535 100 N RIVERSIDE, M/C 5003-4027 CHICAGO, IL, 60606-1596 BOEINC*294ML Expiration Date: 1/18/2015 DESCRIPTION OF WORK: REMOVAL OF EXISTING EXTERIOR CLERESTORY SINGLE PANE WINDOWS, LOUVERS, AND PLYWOOD INFILL WITH THEIR FRAMES ON THE WEST PORTIONS OF THE SOUTH SIDE OF BUILDING. PROJECT ALSO INCLUDES SAW CUTTING AND REMOVAL OF A PORTION OF EXISTING EXTERIOR PRECAST CONCRETE PANELS. Project Valuation: $65,650.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Fees Collected: $1,906.70 Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE,VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 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: <3,/ Date: I0--4-13 I hearby certify that 1 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 loc . aws regulating construction or the performance of work. I am authorized to sign and obtain this developm:�'erm'; and agree to the conditions attached to this permit. Signature Print Nam e/dHM lye WA* eatkithu?mew"( - Date: [ Lie , 001 ✓ 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: 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. 5: 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. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. • • 7: 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** 4046 SI-EPDXY/EXP CONC CITY OF TUKEIDLA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building P Project No. No. Date Application Accepted: Date Application Expires: or of we use on 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 East Marginal Way So. King Co Assessor's Tax No.: C/wQCC) VI) Suite Number: 9-120 Floor: 2 Tenant Name: The Boeing Company - John S. Murdoch New Tenant: ❑ Yes ® ..No PROPERTY OWNER Name: The Boeing Company - John S. Murdoch Address: P.O. Box 3707 M/C 89-14 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 89-14 City: Seattle State: WA Zip: 98124 Phone: (253) 657-0868 Fax: (253) 657-0858 Email: john.s.murdoch@boeing.com GENERAL CONTRACTOR INFORMATION Company Name: The Boeing Company Address: P.O. Box 3707 M/C 89-14 Address: P.O. Box 3707 M/C 89-14 City: Seattle State: WA Zip: 98124 Phone: (253) 657-0868 Fax: (253) 657-0858 Contr RegNo.: BOEINC*294ML Exp Date: 01/21/2015 Tukwila Business License No.: Phone: (206) 623-9414 Fax: (206) H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh ARCHITECT OF RECORD Name: The Boeing Company Company Name: ZGF Address: P.O. Box 3707 M/C 89-14 Architect Name: Gilbert L. Recla City: Seattle State: WA Address: 925 4th Ave. Suite 2400 City: Seattle State: WA Zip: 98104 Phone: (206) 623-9414 Fax: (206) 623-7868 Email: gilbert.recla@zgf.com ENGINEER OF RECORD Name: The Boeing Company Company Name: Coffman Engineers Address: P.O. Box 3707 M/C 89-14 Engineer Name: Emery Ojala City: Seattle State: WA Address: 1601 5th Ave. Suite 900 City: Seattle State: WA Zip: 98101 Phone: (206) 623-0868 Fax: Email: ojala@coffman.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) - Name: The Boeing Company Address: P.O. Box 3707 M/C 89-14 City: Seattle State: WA Zip: 98124 Page 1 of 4 BUILDINGPERMIT INFORMATIO106-431, 3670 Valuation of Project (contractor's bid price): $ 65,650 Existing Building Valuation: $ 30,000,000 Describe the scope of work (please provide detailed information): Removal of Existing Exterior Clerestory Single Pane Windows, Louvers and Plywood infill with their frames on the West & Portions of the South Side of 9-120 Blg. Project also includes Saw Cutting & Removal of a Portion of the Existing Exterior Precast Concrete Panels. Will there be new rack storage? ❑ Yes ®.. 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 © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers ❑ Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 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:\Applicattons\Forme-Applications On Line \2011 Appltcations\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior` Remodel Addition to Existing Structure New Type of Constructiontper IBC Type of Occupancy per IBC 1e` Floor 73,700 0 0 II -B B 2°d Floor 73,700 2,200 0 II -B B 3`d Floor • Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes © No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: m Sprinklers ❑ Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 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:\Applicattons\Forme-Applications On Line \2011 Appltcations\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC. WORKSP:ERMIT INF. Scope of Work (please provide detailed information): D.N.A. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided 0 .. 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 0 .. 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 0 ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer '❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance 0 .. Work in Flood Zone 0 .. Storm Drainage ❑ .. Abandon Septic Tank 0 .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size If WO # 0 ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public 0 Private 0 0 .. Grease Interceptor 0 .. Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) 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 \20I 1 Apphcations\perma Application Revised - 8-9-1 Ldocx 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 0 RJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Signature. Print Nam RIZ ENT: Tiff gt6 (i O4 _ _ _ John S. rdoch Mailing Address: P.O. Box 3707 M/C 89-14 H:\Appltcattons\Forms-Applications On Lam \2011 Apphcattons\Permd Application Revised - 8-9-11.docx Revised: August 2011 bh Date: 12/04/2013 Day Telephone: (253) 657-0868 Seattle WA 98124 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,157.35 D13-0367 Address: 9725 E MARGINAL WAY S BLDG 9-101 Apn: 0003400018 $1,157.35 DEVELOPMENT $1,157.35 PERMIT FEE WASHINGTON STATE SURCHARGE TOTAL FEES PAID BY RECEIPT: R295 R000.322.100.00.00 B640.237.114 $1,152.85 $4.50 $1,157.35 Date Paid: Monday, December 09, 2013 Paid By: JOHN S MURDOCH WORKPLACE SVCS Pay Method: CREDIT CARD 011085 Printed: Monday, December 09, 2013 4:08 PM 1 of 1 C?WSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID D13-0367 Address: 9725 E MARGINAL WAY S BLDG 9-101 Apn: 0003400018 $749.35 DEVELOPMENT $749.35 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R255 R000.345.830.00.00 $749.35 $749.35 Date Paid: Wednesday, December 04, 2013 Paid By: JOHN S MURDOCH, WORKPLACE SVCS Pay Method: CREDIT CARD 085824 Printed: Wednesday, December 04, 2013 3:22 PM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit PM ` ✓'"-� �' INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (/ 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proje ; nr t7 f1\� fl e Type o Inspection: 0 7� U) .00 ii', v pr � A{est � fi�i1 + i i. 1-1 ``� p ( V J. AA i� &P. pp,. Date Call d: ` /_ Special Instructions: .4 A Date Wanted: // iCI'/�Q �� ,gym , p.m. Requester:. Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: h' ✓� lr'r 1 fpector: Date:/ r.er REINSPECTION FEE REQUIRErior to next inspection. fee must be paid at 6300•Southcenter Blv .. Suite 100. Call to schedule reinspection. MAYES TESTING ENGINEERS, INC. June 3, 2014 June 24, 2014 - Revision One City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188-8188 Attention: Building Official Re: Boeing Seattle Bldg 9-120 AOE Office Modifications 9725 E Marginal Way S Seattle, WA Project No. L13564 Gentlemen, Final Letter Permit No. BPA13-001 D13-0367 Seaffie ORice 2022_5 Cedar Valey Road Sub 110 LytT ood, WA 98036 ph 425.7429360 W425.745.1737 racoma QMice 10029 S.Tama way Sule E2 Tacoma, WA98499 ph 253.584.3720 W253.584.3707 Pa gamdolfice 7911 NE 33rd Dime Su1e190 Poland, OR 97211 ph 503281.7515 fax 503.281.7579 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: • Structural Steel Fabrication • Structural Steel Erection • Proprietary Anchors To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. _ We trust this provides you with the information that you require. Should you have any questions please call us at 425/742-9360. Sincerely, Mayes Testing Engineers, Inc. „e,' a__ Michael S. Dolder, P.E. Vice President MAYES TESTING ENGINEERS, INC. Project No. L13564 Project Boeing Seattle Bldg 9-120 AOE Office Modification Address Development Center, Seattle, WA Permit No. BPA13-001 Bldg Dept. Tukwila Owner Boeing Company Engineer Coffman Engineers, Inc. Architect Zimmer Gunsul Frasca Contractor Lease Crutcher Lewis Record No. 007 Date 12/30/13 Weather Overcast, 40s Inspection Proprietary anchors Sample(s) N/A Seattle Office 20225 Cedarvaley Road Site 110 Lymood, WA 98036 ph 425.7429350 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way S1ite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3,o! Portland Office 7911 NE 33rd Drive Site 190 Portland, OR 97211 ph 5013281.7515 fax 503.281.7579 Observed the anchorage of and verified installation torque of 1/2" Hilti KB -TZ mechanical anchor bolts placed into existing roof concrete slab for Thybar model TC -3 roof curb at grid lines 5.2/D -F. The anchors were embedded a minimum of 3-1/2" after proper cleaning of roto -hammer drilled holes and torqued to the manufacturer's recommended 40 foot-pounds — (22) bolts were installed for the entire roof curb, which will hold the new air handling unit. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Kevin Graham Reviewed By: Kevin Graham Senior Project Manager RECEIVED CITY OF TUKWILA JAN 0 l 2014 PERMIT CENTER Information in this report applies only to the actual items inspected or tested and shall not be reproduced except in full, without the approval of Mayes Testing Engineers, Inc. Page 1 of 1 Seat* Office MAYES TESTING ENGINEERS, INC. ae Road ;..n Suite 110 L,4TT%M od, WA 98036 ph 425.742.9360 Project No. L13564 fax 425.745.1737 Project Boeing Seattle Bldg 9-120 AOE Office Modification Tacoma Address Development Center, Seattle, WA 10029 s TTaca„aWay Permit No. BPA13-001 Suit E-2 Bldg Dept. Tukwila Taooma,WA98499 ph 253.584.3720 fax 253.584.3707 Owner Boeing Company Engineer Coffman Engineers, Inc. Architect Zimmer Gunsul Frasca Contractor Lease Crutcher Lewis Record No. 007 Date 12/30/13 Weather Overcast, 40s Inspection Proprietary anchors Sample(s) N/A Pound Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503281.7515 fax 503.281.7579 oPei Observed the anchorage of and verified installation torque of 1/2" Hilti KB -TZ mechanical anchor bolts placed into existing roof concrete slab for Thybar model TC -3 roof curb at grid lines 5.2/D -F. The anchors were embedded a minimum of 3-1/2" after proper cleaning of roto -hammer drilled holes and torqued to the manufacturer's recommended 40 foot-pounds — (22) bolts were installed for the entire roof curb, which will hold the new air handling unit. To the best of our knowledge, all items`inspected today are in conformance with approved plans and specifications. Inspector: Kevin Graham Reviewed By: Kevin Graham Senior Project Manager RECEIVED CRY OanaKWILA I JA!N .0 3 2014 PERMIT CENTER Information in this report applies only to the actual items inspected or tested and shall not be reproduced except in full, without the approval of Mayes Testing Engineers, Inc. Page 1 of 1 MAYES TESTING ENGINEERS, INC. Project No. L13564 Project Boeing Seattle Bldg 9-120 AOE Office Modification Address Development Center, Seattle, WA Permit No. BPA13-001 Bldg Dept. Tukwila Owner Boeing Company Engineer Coffman Engineers, Inc. Architect Zimmer Gunsul Frasca Contractor Lease Crutcher Lewis Record No. 005 Date 12/13/13 Weather (indoors) Inspection Proprietary anchors Sample(s) N/A RECEIVED CITY OF TUKWILA DEC 3 0 2013 PERMIT CENTER Seattle Office 20225CedarValey Road Suite 110 Lynrmood, WA 98036 ph 425.7429360 fax 425.745.1737 Tacoma Office 10029 S. Taoarra Way Site E-2 Tacoma, WA 98499 ph 253.5843720 fax 253.584.3707 PoiffandOffice 7911 NE 33rd Drke Slice 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Verified 5/8" diameter x 2" minimum depth drilled holes to receive 1/2" diameter x 4" long epoxy threaded rod anchors for anchoring the L3x5x1/4 steel angle supports into concrete structure at existing wall openings along 9 -line from C to D, and along A-line from 4 to 5. Drilled holes were cleaned with round brush and compressed air, and anchors were installed at 4' on center maximum spacing per RFI #10 using Hilti HIT RE 500 SD adhesive (lot 241382, exp. 9/14). Ledger support angles epoxied on 12/10/13 connections were snug tight verified this inspection visit. Operable partition hanger rods were field welded both sides (fillets x 3-1/2" minimum length) to the L6x4 anchor plate per attached sketch. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Todd Wirtz Reviewed By: --- Michael S. Dolder, P.E. Vice President Information in this report applies only to the actual items inspected or tested and shall not be reproduced except in lull, without the approval of Mayes Testing Engineers, Inc. Page 1 of 1 MAYES TESTING ENGINEERS, INC. Project No. L13564 Project Boeing Seattle Bldg 9-120 AOE Office Modification Address Development Center, Seattle, WA Permit No. BPA13-001 Bldg Dept. Tukwila Owner Boeing Company Engineer Coffman Engineers, Inc. Architect Zimmer Gunsul Frasca Contractor Lease Crutcher Lewis Record No. 006 Date 12/19/13 Weather (indoors) Inspection Structural steel, proprietary anchors Sample(s) N/A RECEIVED CITY OF TUKWILA DEC 3 0 2013 PERMIT CENTER Seattle Office 20225 Cedar Valley Road Sute 110 Lynnwood, WA 98036 ph 425.7429360 fax 425.745.1737 Tanana Office 10029 S. Tacoma Way Sue E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Sute 190 Portland, OR 97211 ph 503.281.7515 fax 503281.7579 Inspected the torque on 5/8" diameter anchors (60 foot-pounds) and 1/2" diameter anchors (30 foot-pounds), for wall clip angles and window sills, per details A and B/S301, at 2nd floor, grids Ni to 9 and A to D/9; also, the torque on drop-in anchors, at 2nd floor, grid H.5/3 to 4. Note: Mayes Testing Engineers did not witness cleaning of holes for drop-in anchors. Work conforms to plans. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. LVED 4WOFTUKWILA DEC 2 6 .1/4k4/IT e:IiNTER Inspector: Mat Taylor Reviewed By: ,(,s a__ Michael S. Dolder, P.E. Vice President Information in this report applies only to the actual items inspected or tested and shall not be reproduced except in full, without the approval of Mayes Testing Engineers, Inc. Page 1 of 1 MAYES TESTING ENGINEERS, INC. Seattle Office23225 CedarVaiey Road 1111111111111111101" . Suite 110 Lynnwood, WA 98036 01425.7429360 Project No. L13564 fax 426745.1737 Project Boeing Seattle Bldg 9-120 AOE Office Modification Address Development Center, Seattle, WA Tacoma Office p 10029 S. Taoaria Way Permit No. Pending Stile E2 Bldg Dept. Tukwila Taoana,WA98459 ph 253.584.3720 fax 253.584.3707 Owner Boeing Company Engineer Coffman Engineers, Inc. Contractor Lease Crutcher Lewis Record No. 001 Date 11/27/13 Weather Cloudy Inspection Welding — fabrication (at Redmond Welders facility) Sample(s) N/A Portland Office 7911 NE 33rd Drive Slue 190 PcNand, OR 97211 01503281.7515 fax 503281.7579 At Redmond Welders and Fabricators shop in Preston, WA , performed visual welding inspection of completed fillets, V -groove weld with other side ground flush, and partial penetration welds for the following piece marks 1A, 2A, 3A and (2) 5C. All welded piece marks meet shop drawings and AWS D1.1-10 visual acceptance criteria, and will be primer painted. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. ROF T�UKWILA CITY DEC 0 9 2013 PERMIT CENTER Inspector: Todd Wirtz Reviewed By: ,(/' a__ Michael S. Dolder, P.E. Vice President 17Goall Information in this report applies only to the actual items inspected or tested and shall not be reproduced except in full, without the approval o/ Mayes Testing Engineers, Inc. Page 1 of 1 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 06 2013 City of Tukwila BUILDING DIVISION BOEING 9-120 AOE Office Modernization Tukwila, Washington Concrete Panel Modifications Structural Design Calculations October 2013 Prepared by: �COFFMAN NGINEE 1601 Fifth Avenue, Suite 900 Westlake Center Office Tower Seattle, Washington 98101 (206) 623-0717 einitivp RECEIVED CITY OF TUKWIIA IDEC .0 4 20131 PERMIT CENTER 1)k 2)--ONDI • • Pre Ck e - Pa d `A.,v(:) c fit" = r;5 PSS 1.`!t- 595 pt% V " = `/Z„) K 10 psk (11.25{k) = 11,3 pj- yS(-Vk) 3t1 P(+ V c)05k, cc T,,,) = L O K - o,70 On _30 ft) kd ---- DSS5 Cl . ' "25 tv � � � � kd � Z. _ p cF CSC.) ' 1 rt.. 1 A) A 20ofez (LP, P stn (("CP - GCE.) = I I- to e5F +�1? U15 +- 1035/z = 1ST w, = I , tvti/ = ! (I I . t21.5k)(15f+) = 27C1 p(1 L=12f-k Vim = '/2 ►- - I ,� k 37/ 1‘.4-10 v x K 10' ACOFFMANNEERSI Prot o e,3 ne\ °i -1Zo location by client date 91 3'7/13 checked sheet no. job no. �3-71c) • • • Co -; ,n'S 17,“0 '1"W cQsrtiror,A 250 k5.1 A= L1000 �S LAX = 7 to K- H - v -1,,,y = 5,1 k-* S ce. PcA o,A-k p L.,{ Corr--\ be-5't5r")‘' 11-2_D t 1.to W V,� - (L2/1,N>(01.5(4� _ L,, = "2-( 3 , k_o cc See, I4-*\ 0 LA:1/4.-PLAt 5" Prc S$ec eck 'if 7 -wire. S�rn�e�TYP '/Z ec ,TYP �COFFNEERSMAN NGI Protect g o e,t fl e1. by Iocation client date 01/ 21/1 checked sheet no. date job no. t37tO 5 x 78 in Code: ACI 318-11 Units: English Run axis: About X-axis Run option: Investigation Slenderness: Not considered Column type: Structural Bars: ASTM A615 Date: 09/27/13 Time: 10:17:09 \-/2!0 A= D• Catn P (kip) 1000 — (Pmax) (Pmax) i fs=0 , fs=0 fs=0.5fy — fs=0.5fy -1000 (Pmin) -400 — (Pmin) 1000 Mx (k -ft) spColumn v4.81. Licensed to: Coffman Engineers. License ID: 60385-1035874-4-1 EDFC-21881 File: untitled.col Project: Boeing 9-120 Column: Precast Engineer: BJW f'c = 4 ksi fy = 250 ksi Ag = 390 inA2 10 bars Ec = 3605 ksi Es = 29000 ksi As = 1.44 inA2 rho = 0.37% fc = 3.4 ksi Xo = 0.00 in Ix = 197730 in^4 e_u = 0.003 in/in Yo = 0.00 in ly = 812.5104 Beta1 = 0.85 Min clear spacing = 7.57 in Clear cover = 1.79 in Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 • x 5 x 78 in Code: ACI 318-11 Units: English Run axis: About Y-axis Run option: Investigation Slenderness: Not considered Column type: Structural Bars: ASTM A615 Date: 10/03/13 Time: 07:31:45 P (kip) 1000 — (Pmax) (Pmax) A (Pmin) -400 — (Pmin) spColumn v4.81. Licensed to: Coffman Engineers. License ID: 60385-1035874-4-1 EDFC-21881 File: k:\13jobs\13710 boeing 9.120.2 aoe ti\5.0 project development\5.14 structural\5.14.5 design calcu...\precast panel.col Project: Boeing 9-120 Column: Precast Engineer: BJW f'c = 4 ksi fy = 250 ksi Ag = 390 inA2 10 bars Ec = 3605 ksi Es = 29000 ksi As = 1.44 inA2 rho = 0.37% fc = 3.4 ksi Xo = 0.00 in Ix = 197730 in^4 e_u = 0.003 in/in Yo = 0.00 in ly = 812.5 in^4 Beta1 = 0.85 Min clear spacing = 7.57 in Clear cover = 1.79 in Confinement: Tied phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 111•41111101r1 www.hiki.ue Company: Specifier. Address: Phone 1 Fax: E -Mail: I Page: Project: Sub -Project I Pos. No.: Date: Profls Anchor 2.4.0 1 10/3/2013 Specifiers comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [In.] & Loading [Ib, In.lb] HIT -RE 500 -SD + HAS 5/8 h,r,0$ = 3.125 In. Nor,* = 3.500 In.) ASTM F 568M Class 5.8 ESR -2322 3/1/2013 14/1/2014 design method ACI 318 / AC308 eb = 0.000 in. (no stand-off); t = 0.500 in. lx x ly x t = 19.000 in. x 8.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) S shape (AISC); (L x W x T x FT) = 3.000 In. x 2.330 in. x 0.170 In. x 0.260 in. cracked concrete, 4000, fc' = 4000 psi; h = 5.000 in., Temp. short/long: 32/32 °F hammer drilled hole, installation condition: dry tension: condition B, shear. condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar no Z i Input data and results must be checked for agreement with the existing conditions and for plausibllltyl PROFIS Anchor ( c ) 2003-2009 Hilt A0, FL -9494 Schaan Hilti is a registered Trademark of Hlltl AO, Schaan MI LIT I www.hlitl.us Profit' Anchor 2.4.0 2 Company: Specifier. Address: Phone I Fax: E -Mail: Page: Project: Sub -Protect I Pos. No.: Date: 10/3/2013 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity iiN / v [%] Statue Tension Concrete Breakout Strength 3600 8892 4i/ - OK Shear Concrete edge failure in direction y- 8200 11109 - / 74 OK Loading Combined tension and shear loads IIN jiv 0.405 0.738 r; Utilization DN,v [%] Status 5/3 83 OK 3 Warnings • Please consider all details and hints/wamings given in the detailed report) Fastening meets the design criteria! 4 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 Hiltl'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 carted 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 cordtdone end for plausibility! PROFIS Anchor ( c ) 2003-2009 HMI AO, FL -8494 Schoen Hilt) to a registered Trademark of Hilti AO, Schwan big ) ILir" ed-TL--vp �� rs f'`f 5/1/2014 City of Tukwila Department of Community Development JOHN S MURDOCH PO BOX 3707 M/C 89-14 SEATTLE, WA 98124 RE: Permit No. D13-0367 BOEING #9-120 9725 EAST MARGINAL WY S Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 6/7/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 6/7/2014, 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, JjV\&\J enni1er Marshall Permit Technician File N: D13-0367 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 S PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITYNUMBER: D13-0367 DATE: 12/04/13 PROJECT NAME: BOEING #9-120 SITE ADDRESS: 9725 EAST MARGINAL WY S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: /� `�`( f isi 1. 1!�'W •t 17 Building Division am I� 1'1'6—'1) Public Works Awl NV' Fire Prevention Structural 12.05.14, bill ta-vsi Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12/05/13 Complete Incomplete Not Applicable Comments: Permrt;Center4UserOnl�..; - INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: • :w.,; ' :taw `t1 TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 01/02/14 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: PermitCenter Use Only' CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: BOEING COMPANY, THE 1 Washington State Department of Labor & Industries Page 1 of 9 BOEING COMPANY, THE Owner or tradesperson MCNERNEY, W (JAMES) Principals MCNERNEY, W (JAMES) Doing business as BOEING COMPANY, THE WA UBI No. 178 005 030 100 N RIVERSIDE CHICAGO, IL60606-1596 312-544-2535 Business type Corporation Governing persons License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. BOEINC*294ML Effective — expiration 07/13/1971 — 01/18/2015 Bond FEDERAL INS CO Bond account no. 81312466 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 01/14/2002 01/01/2002 Insurance Ace American Insurance Company Policy no. hdog27022996 $10,000,000.00 Received by L&I Effective date 10/03/2013 10/01/2013 Expiration date 10/01/2014 Savings No savings accounts during the previous 6 year period. httns://secure.lni.wa. gov/verify/Detail.asnx?UBI=178005030&LIC=BOEINC*294ML&S... 12/09/2013 AU VICINITY MAP PROJECT SITE FROM DOWNTOWN SEATTLE 14-01 7-127 KING COUNTY AIRPORT OFFICE CENTER (FM) 900 99 EXIT 157 99 EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE—TACOMA AIRPORT BOEING DEVELOP 599 TUKWILA FROM KENT & AUBURN vENTAL CENTER 900 NO SCALE A o\ S RU C B� S D OVA o\ \G 9 20 R0E\C DEVELORYE\TAL CE\TES 9725 EAST VACINAL WAY SOUTH TUKWILA, WASHI\GTO\ 98108 AREA MAP BUILDING ADDRESS: 9725 EAST NARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 PROJECT SITE REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. j 9-120 BUILDING LOCATION NO SCALE GENERAL NOTES CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH WORK WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO ROCK MOUG, 253-773-8400, AT BUILDING 9-51.2 AFTER COMPLETION OF WORK OF THIS CONTRACT. PROJECT CHECKLIST CHECK BOX ® THESE DRAWINGS CONFORM TO THE I.B.C., I.F.C., I.M.C., .I.P.C., N.E.C. AND THE WAC 51-20 AS ADOPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH CITY OF TUKWILA, WASHINGTON ZONING. ROOMS LABELED PER OCCUPANCY PER I.B.C. TABLE 1004.1.2. BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: 1. TENANT IMPROVEMENT (STRUCTURAL): ® 5 SETS OF ARCHITECTURAL DRAWINGS ® 5 SETS OF STRUCTURAL DRAWINGS ❑ 5 SETS OF STANDARD DETAILS 2 SETS OF ENGINEERING CALCULATIONS o 5 SETS OF ENERGY CALCULATIONS ❑ 5 SETS OF CONSTRUCTION SPECIFICATIONS • 2. TENANT IMPROVEMENT (NON—STRUCTURAL): o 4 SETS OF ARCHITECTURAL DRAWINGS o 4 SETS OF STANDARD DETAILS ❑ 4 SETS OF ENERGY CALCULATIONS ❑ 4 SETS OF CONSTRUCTION SPECIFICATIONS O 3. MECHANICAL, 4 COMPLETE SETS. O 4. FIRE PROTECTION/SPRINKLERS, 3 COMPLETE SETS. ® BRIEF PROJECT NARRATIVE: SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas ROW. QV of Tukwila , 11 PROJECT INCLUDES REMOVAL OF EXISTING EXTERIOR CLERESTORY SINGLE PANE WINDOWS, LOUVERS AND PLYWOOD INFILL WITH THEIR FRAMES ON THE WEST SIDE AND A PORTION OF THE SOUTH SIDE OF THE EXISTING B9-120 BUILDING. PROJECT ALSO INCLUDES SAW—CUTTING AND REMOVAL OF A PORTION OF THE EXISTING EXTERIOR PRECAST CONCRETE PANELS ON THE WEST SIDE AND A PORTION OF THE SOUTH SIDE OF THE EXISTING BUILDING TO EXPAND THE NEW WINDOW AREA DOWN CLOSER TO THE FLOOR. STRUCTURAL PLATES WILL BE REQUIRED TO REATTACH CONCRETE PANEL TO STRUCTURE. NEW WEST AND SOUTH ELEVATIONS ARE INCLUDED. FOR REFERENCE OF WORK AREA ONLY. EXTERIOR STOREFRONT SYSTEM TO BE PERMITTED UNDER SEPARATE PERMIT. •. DESIGN TEAM OWNER: BOEING DEVELOPMENT CENTER ei..... 9725 EAST MARGINAL WAY SOUTH AFL rAr,A W a TUKWILA, WASHINGTON 98108 CONSTRUCTION MANAGER: LEE LEI, Iee.lei3@boeing.com (206) 304-8415 USER GROUP: USER: COMMERCIAL AIRLINE SERVICES (CAS) PROJECT NAME: AVIATION SERVICES INNOVATION CENTER (ASIC) DIRECTOR — MICHAEL SANDIFER ARCHITECTURAL: ZGF ARCHITECTS 925 4TH AVENUE, SUITE 2400 SEATTLE, WA 98104 (206) 623-9414 CONTACT: GILBERT RECLA, gilbert.recla@zgf.com STRUCTURAL, MECHANICAL, ELECTRICAL & PLUMBING: COFFMAN ENGINEERS 1601 5TH AVENUE, SUITE 900 SEATTLE, WA 98101 (206) 623-0717 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 G 1013 STRUCTURAL: EMERY OLJALA, ojala@coffman.com MECHANICAL & PLUMBING: MICHEL SOTURA, sotura@coffman.com ELECTRICAL: BEN MAXWELL, maxwell@coffman.com CODE SUMMARY LAND USE CODE BUILDING CODES * CITY * 2012 * 2012 * 2012 * 2012 * 2012 CITY OF TUKWILA, WASHINGTON OF TUKWILA ORDINANCES AND ZONING INTERNATIONAL BUILDING CODE (IBC) INTERNATIONAL FIRE CODE (IFC) INTERNATIONAL MECHANICAL CODE (IMC) NATIONAL ELECTRICAL CODE (NEC) INTERNATIONAL PLUMBING CODE (IPC) * 2012 INTERNATIONAL ENERGY CONSERVATION/ WASHINGTON STATE ENERGY CODE * ACCESSIBLE AND USABLE BUILDINGS AND FACILITEIS WITH STATEWIDE ADMENDMENTS, ICC/ANSI A117.1-09 OCCUPANCY GROUP GROUP B, OFFICE CONSTRUCTION TYPE TYPE II -g N COMBUSTIBLE EXISTING FLOOR AREAS: BUILDING FOOTPRINT BUILDING GROSS,. FIRST FLOOR SECOND FLOOR PENTHOUSE EFFECTED AREA BUILDING HEIGHT STORIES OCCUPANT LOAD: HANDICAPPED REQUIREMENTS FIRE PROTECTION SEISMIC CATEGORY: DESIGN LOADS: ROOF — SNOW ROOF — LIVE FLOOR — OFFICE (LIVE) FLOOR DEAD FLOOR — MECHANICAL & STORAGE FLOOR — STAIRS AND CORRIDORS WIND LOADING NUMBER OF EXITS: EXIT WIDTH REQUIRED: EXIT WIDTH PROVIDED: FIRE EXTINGUISHERS: 73,700 S.F. 180,170 S.F. 73,700 S.F. 73,700 S.F. 32,770 S.F. TENANT IMPROVEMENT OF APPROXIMATELY 27,633 SQUARE FEET 55 FT. 3 NO CHANGES BARRIER FREE FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT 25 PSF 20 PSF 150 PSF 20 PSF (PARTITION) 125 PSF 150 PSF 80 MPH, EXPOSURE C 4 TOTAL STAIRS= 148 INCHES DOORS= 111 INCHES STAIRS= 198 INCHES DOORS= 136 INCHES TYPE: AMEREX MODEL 461, RATED 3A:40B:C, 6 LB CAPACITY. MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER = 75 FEET, MAXIMUM FLOOR AREA PER EXTINGUISHER = 11,250 SF FILE FOPY i, Permit No. k/ t 99 ---1)"j-fl Plan review approval is subject to errors and omissions. Approval o nst I on documents does not authorize the violet' f a adopted code or ordinance. Receipt of appro r+' ,,: is : ,, :. , ed 'i.44fj/jq /4.� fir, 1 AI OIL OM ;:id. f Oty OfTihkwlla BUILDING DIVISION SYM ORIG A B C REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 9-120 FCS - SPL LABS 9-120 FCS - SPL LABS DCN#01 RECORD DRAWING 9-120 ASIC - EXTERIOR ENVELOPE 9-120 ASIC - 60% SUBMITTAL ISSUE J#16054201-02 416054201-02 J# 16054201-02 DLR GROUP DLR GROUP DLR GROUP ZGF ZGF DR/LS LS/DR LS TS TS 07.12.07 07.25.07 04.11.08 10.01.13 10.04.13 ?)LAINSFAEFAW' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN ZGF ARCHITECTS DATE 10.01.13 CHECKED ENGINEER CHECKED APPROVED APPROVED SUBTITLE TITLE TITLE SHEET BUILDING 9-120 ARCHITECTURAL MASTER COL. ow* kAVVIID rogviNA 4Et 0 4 26131 CURRENT REVISION 131174-00 SHEET SYMBOL 10.04.13 GO JOB NO. 131174-00 CP NO. ROOF ■■■■■■ ■■■ 0 03 3RD FL 0 03 (2ND FL 0 I 1ST FL IJ 1A\ r -i Fir Aldalualimisr REMOVE EXISTING PLYWOOD PANEL REMOVE EXISTING WINDOW SYSTEM REMOVE PRECAST SILL DOWN TO PRECAST PANEL 41111111•1111111111r N ‘1\ MINION HATCHED SAW CU T CUT FOR CEN TERED STRANDS, AREA INDICATES OF PRECAST PANEL SILL SHOULD BE BETWEEN (E) TENSION FIELD VERIFY ■■■■■■INN 1111111111111111111111111111111 SOUTH ELEVATION HATCHED AREA INDICATES SAW CUT OF PRECAST PANEL CUT FOR SILL SHOULD BE CENTERED BETWEEN (E) TENSION STRANDS, FIELD VERIFY WEST ELEVATION 1/1 6 " = - 0" FOR REVIEWS CODE COMPLIANCE APPROVED DEC 0 6 2013 City of Tukwila BUILDING DIVISION X13 p3 � ` TOOMA 0 4 1Q%3 ogOIKAMISIGIN SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE RECORD DRAWING JM GS 0.9.01,94 A 9-120 ASIC - EXTERIOR ENVELOPE ZGF TS 10.1.13 B 9-120 ASIC - EXTERIOR ENVELOPE REVISIONS ZGF TS 10.31.13 C 9-120 ASIC - 90% CD REVIEW J#131174-00 ZGF TS 11.21.13 BOE/NG' o� ACCEPTABILITY T""' DESIGN AND/OR ATION IS APPROVED DRAWN ZGF ARCHITECTS DATE 11.21.13 CH ECKED TS 11.21.13 SUBTITLE EXTERIOR REMOVAL ELEVATIONS CURRENT REVISION 131174-00 SYMBOL DATE 12.04.13 BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER RELOC ACAL/ASIC LAB BUILDING 9-120 COL. A -K/1-9 DEV. CENTER, WA SHEET 1 R61 JOB NO. 131174-00 COMP NO. DWG NO. 9-120-1R61 PANEL SYSTEM DOWN TO ROOF REMOVE EXISTING PLYWOOD REMOVE EXISTING WINDOW REMOVE PRECAST SILL PRECAST PANEL 1 1 1 1 1111] 1111111 MI ■■ 11 iftallihd m► I■i HIAL411 I 3RD FL ILIff•• All rrf.TrTrrr rir rr riii , //,r r / /iv/ r/riiiii�r�airi�r //A r// riiiiiiiiiiiiiii //// //) riii ///// - - - ' 2ND FL I 1 1ST FL it.6 HATCHED AREA INDICATES SAW CUT OF PRECAST PANEL CUT FOR SILL SHOULD BE CENTERED BETWEEN (E) TENSION STRANDS, FIELD VERIFY WEST ELEVATION 1/1 6 " = - 0" FOR REVIEWS CODE COMPLIANCE APPROVED DEC 0 6 2013 City of Tukwila BUILDING DIVISION X13 p3 � ` TOOMA 0 4 1Q%3 ogOIKAMISIGIN SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE RECORD DRAWING JM GS 0.9.01,94 A 9-120 ASIC - EXTERIOR ENVELOPE ZGF TS 10.1.13 B 9-120 ASIC - EXTERIOR ENVELOPE REVISIONS ZGF TS 10.31.13 C 9-120 ASIC - 90% CD REVIEW J#131174-00 ZGF TS 11.21.13 BOE/NG' o� ACCEPTABILITY T""' DESIGN AND/OR ATION IS APPROVED DRAWN ZGF ARCHITECTS DATE 11.21.13 CH ECKED TS 11.21.13 SUBTITLE EXTERIOR REMOVAL ELEVATIONS CURRENT REVISION 131174-00 SYMBOL DATE 12.04.13 BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER RELOC ACAL/ASIC LAB BUILDING 9-120 COL. A -K/1-9 DEV. CENTER, WA SHEET 1 R61 JOB NO. 131174-00 COMP NO. DWG NO. 9-120-1R61 SPANDREL GLAZING NEW STOREFRONT WINDOW SYSTEM 03 *Co ROOF 1 A61 A45 1 A61 A450 A61 A451 A61 A450 (3RD FL 14 5=4N N !2ND FL r -i ' A61 A451 2'-2" X 5'-0" MTL. LOUVERS SPANDREL GLAZING MTL INFILL PANEL (r) NEW STOREFRONT WINDOW SYSTEM 1 SOUTH ELEVATION A450 NEW STOREFRO SIM 1I951 A61 A450 A61 A450 1/16"=11-0" EXISTING TEST TOWER NEW STOREFRONT WINDOW SYSTEM u A61 A451 A61 A451 REMOVE PIPE A61 A451 MTL INFILL PANEL 2'-2" X 5'-6" MTL. LOUVERS SPANDREL GLAZING SYM A B C D REVISION 9-120 FCS - SPL LABS 9-120 FCS - SPL LABS DCN #01 RECORD DRAWING RELOCATE ACAL/ASIC LAB J#16054201 -02 J#16054201-02 J# 16054201-02 W12370688 9-120 ASIC - EXTERIOR ENVELOPE BY APPROVED DATE DLR GROUP DLR GROUP DLR GROUP TWH ZGF TS 10.1.13 SYM REVISION BY APPROVED DATE DR/LS 07.12.07 E 9-120 ASIC - EXTERIOR ENVELOPE ZGF TS LS/DR 07.25.07 F 9-120 ASIC - 90% CD REVIEW J#131174-00 ZGF TS 10.31.13 11.21.13 LS 04.11.08 11.29.11 Q�BOE/NG° 9762 REGISTER J Y ST B. OF W . GTON ACCEPTABILITY THIS DESIGN AND/OR kTION IS APPROVED ROOF 0 bp 3RD FL 0 2ND FL 1ST FL 1 WEST ELEVATION 0 03 1/16"=1-0" DRAWN DATE ZGF ARCHITECTS 11.21.13 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 6 2013 City of Tukwila BUILDING DIVISION BY DEPT. DATE CHECKED TS ENGINEER CHECKED 11.21.13 SUBTITLE SOUTH AND WEST ELEVATIONS CURRENT REVISION 131174-00 SYMBOL OrilitOMLA \a :,4it?SO DATE 12.04.13 APPROVED APPROVED TITLE ARCHITECTURAL MASTER RELOC ACAL/ASIC LAB BUILDING 9-120 COL. A -K/1-9 DEV. CENTER, WA SHEET 1 A61 JOB NO. 131174-00 COMP NO. DWG NO. 9-120-1A61 S-RUCTUAL A 33EVIATI \S °, DEG 0, DIA (E), EXIST #, NO #, LB AB ABV ADDL ADH ADJ AFS ALT ALU M APPROX AR ARCH ASPH ASSY BASE PL BLDG BLW BM(S) BO xxx BOT BRG BS BTWN C CANT CEM PLAS CIP CJ CJP CL CLR CMU COL CONC CONN CONSTR CONT CONTR COORD CTR D DBL DEG DEMO DET DIA DIAG DIM DIST DN DWG DWL EA EF EJ EL ELEC ELEV EMBED EOS EQ EQL SPCD EQUIP ES EW EXP EXT FIN FLG FLR FO xxx FOC FP FS FT FTG GA GALV GEN GR GYP BD SYM 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 BELOW BEAM(S) - BOTTOM OF xxx BOTTOM BEARING - BOTH SIDES - BETWEEN - CHANNEL CANTILEVER - CEMENT PLASTER - CAST -IN-PLACE CONSTRUCTION JOINT/CONTROL - COMPLETE JOINT PENETRATION - CENTER LINE - CLEAR(ANCE) CONCRETE MASONRY UNIT - COLUMN - CONCRETE CONNECT(ION) CONSTRUCTION - CONTINUOUS CONTRACTOR - COORDINATE CENTER(ED) DEPTH/DEEP DOUBLE DEGREE DEMOLITION DETAIL DIAMETER - DIAGONAL/DIAGRAM - DIMENSION - DISTANCE DOWN - DRAWING DOWEL - EACH - EACH FACE - EXPANSION JOINT - ELEVATION ELECTRICAL ELEVATOR - EMBEDMENT/EMBEDDED EDGE OF SLAB - EQUAL - EQUALLY SPACED - EQUIPMENT EACH SIDE EACH WAY EXPANSION EXTERIOR H HGR HORIZ HSS HT HVAC ID IF IN INFO INSUL INT JST JT KIP KSI L LLH LLV LOC LONG LSH LSV LT LT WT MAX MBR MECH MFR JOINT MFR REC WELD MIN MISC FINISHED) FLANGE FLOOR FACE OF xxx FACE OF CONCRETE FIREPROOF(ING)/FIRE PROTECTION FAR SIDE FOOT, FEET FOOTING - GAGE/GAUGE - GALVANIZED - GENERAL GRADE GYPSUM BOARD REVISION BY NA NORM NO NS NTS OC OD OF OPH OPNG OPP PAF PAR PC PEN PL PNL PREFAB PSF PSI R RC RD REF REINF REQD RO RTU APPROVED - HIGH - HANGER - HORIZONTAL - HOLLOW STRUCTURAL SECTIONS - HEIGHT - HEATING, VENTILATING & AIR CONDITIONING - INSIDE DIAMETER - INSIDE FACE - INCHES - INFORMATION - INSULATE/INSULATION - INTERIOR - JOIST - JOINT - 1,000 POUNDS - KIPS PER SQUARE INCH - ANGLE/LENGTH - LONG LEG HORIZONTAL - LONG LEG VERTICAL - LOCATION - LONGITUDINAL - LONG SLOTTED HOLE /LONG SIDE HORIZONAL - LONG SIDE VERTICAL - LIGHT - LIGHTWEIGHT SCHED SECT SIM SPEC SQ SSH STD STIF. STL STRUCT SYM M THK TO xxx TOC TOSL TRANSV TYP T&B UON VIF VERT W WT WWF W/ W/0 - MAXIMUM - MEMBER - MECHANICAL - MANUFACTURE(R/D) - MANUFACTURER'S RECOMMENDATIONS - MINIMUM - MISCELLANEOUS - NOT APPLICABLE - NORMAL - NUMBER - NEAR SIDE - NOT TO SCALE - ON CENTER - OUTSIDE DIAMETER - OUTSIDE FACE - OPPOSITE HAND - OPENING - OPPOSITE - POWER ACTUATED FASTENER - PARALLEL/PARAPET - PRECAST CONCRETE - PENETRATE/PENETRATION PLATE PANEL - PREFABRICATED - POUNDS PER SQUARE FOOT - POUNDS PER SQUARE INCH - RADIUS - REINFORCED CONCRETE - ROOF DRAIN - REFERENCE - REINFORCING - REQUIRED - ROUGH OP.ENJNG - ROOFTOP UNIT DATE SYM REVISION SCHEDULE SECTION - SIMILAR - SPECIFICATION - SQUARE SHORT SLOTTED HOLE STANDARD - STIFFENER STEEL STRUCTURAL SYMMETRICAL THICK(NESS) TOP OF xxx TOP OF CONCRETE TOP OF SLAB - TRANSVERSE TYPICAL TOP AND BOTTOM UNLESS OTHERWISE NOTED VERIFY IN FIELD VERTICAL WIDE/WIDTH WEIGHT WELDED WIRE FABRIC - WITH WITHOUT BY GENERAL NOTES 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 TO, 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 ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 7. IF ANY ERRORS OR OMISSIONS APPEAR TO EXIST IN THESE DRAWINGS, SPECIFICATIONS, OR OTHER CONTRACT DOCUMENTS; THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OR ARCHITECT IN WRITING OF SUCH OMISSION OR ERROR BEFORE PROCEEDING WITH THE WORK. 8. 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. 9. MANUFACTURED MATERIALS SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE FOLLOWED. 10. SEE ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS FOR THE FOLLOWING: A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS AND THRESHOLD REQUIREMENTS. B. SIZE AND LOCATION OF ALL NON-BEARING PARTITIONS. C. SIZE AND LOCATION OF ROOF, FLOOR AND WALL OPENINGS. D. SIZE AND LOCATION OF DEPRESSED AREAS, CHANGES IN ELEVATION, FLOOR AND ROOF DRAINS, SLOPES, SUMPS, CONCRETE CURBS, LEDGES, PADS AND ISLANDS, CHAMFERS, GROOVES, INSERTS, EMBEDDED ITEMS, FINISH REQUIREMENTS, MISCELLANEOUS STEEL, ETC. E. DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. F. EXTERIOR WALL SYSTEMS. 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. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. 14. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION. 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), 2012 EDITION, AS ADOPTED AND AMENDED BY THE CITY OF TUKWILA,WA. 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. APPROVED DATE ORIG BOEING 9-120 AOE OFFICE MODERNIZATION J#131174-00 COFFMAN E. OJALA 10.04.13 �a.BOE/N' o� �n/nA /1z BUILDING CODE (CONT.) 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 STRUCTUAL 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, 20004 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 CONCRETE ACI ACI ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AMERICAN CONCRETE INSTITUTE AC1318 - 2011 EDITION "SPECIFICATIONS FOR STRUCTURAL CONCRETE" AMERICAN CONCRETE INSTITUTE ACI301 - 2010 EDITION "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" AMERICAN CONCRETE INSTITUTE ACI315 - 1999 EDITION ACI -117 "STANDARD SPECIFICATIONS FOR TOLERANCES CONSTRUCTION AND MATERIALS" AMERICAN CONCRETE INSTITUTE ACI117 - 2010 DESIGN CRITERIA LIVE LOAD CRITERIA ROOF LIVE LOAD (PER ASCE 7-10) FLOOR (PER ASCE 7-10) CORRIDOR AND STAIRS OFFICE PARTITIONS SNOW DESIGN CRITERIA 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 = SS = S1 = SDS = SD1 = SEISMIC DESIGN CATEGORY LATITUDE LONGITUDE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN COFFMAN EKED B. WALKENHAUER ENGINEER B. WALKENHAUER CHECKED E. OJALA APPROVED APPROVED DATE 10.04.13 FO " VED FOR CODE COMPLIANCE APPROVED DEC 0 6 2013 20 PSF 100 PSF City of Tukwila BUILDING DIVISION 50 PSF (REDUCIBLE) 15 PSF 25 PSF 0.9 1.0 17.25 PCF 80 MPH B 1.00 0.18 D 1.00 X.XXX X.XXX X.XXX X.XXX B 47°31'09" N -122°17'60" W EXISTING STRUCTURE 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 ARCHITECT 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 PROFFESIONAL LICENSED TO PERFORM WORK IN THE PROJECT JUSRISDICTION. 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 ARCHITECT 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 2. 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. 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 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. ITEM PROD SHOP TEST DATA DWGS RESULTS A. STRUCTURAL STEEL X B. CONCRETE X X C. REINFORCING X D. EPDXY X E. EXPANSION ANCHORS 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. biO3b7 60% CD PROGRESS PRINTING 10/4113 10.04.13 10.04.13 10.04.13 SUBTITLE TITLE GENERAL STRUCTURAL NOTES BOEING 9-120 AOE OFFICE MODERNIZATION BUILDING 9-120 STRUCTURAL MASTER DEV. CENTER, WA OM OF TUKVINIA SEC IO420131 ATAINIT COMB �OFFMAN N G I N E E R S 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.07171 fax 206.624.3775 coffman.com LASTING c eatIvity Ieeui16 fetation hIp6 CURRENT REVISION J#131174-00 SYMBOL^ SIG DATE 10.04.13 SHEET S2A JOB NO. 16054201-02 COMP NO. DWG NO. 09-120-S2A SYM ORIG STRUCTURAL STEEL, MISC. METAL 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)". 2. STRUCTURAL STEEL FABRICATION AND ERECTION SHALL CONFORM TO AISC REQUIREMENTS AND THE PROJECT SPECIFICATIONS. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: TYPE OF MEMBER PLATES AND BARS CHANNELS AND ANGLES ASTM SPECIFICATION A36 A36 CONNECTION BOLTS A325 -N -STD (UON) Fy 36 KSI 36 KSI THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO THE START OF FABRICATION. 5. 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. 6. ALL WELDS SHALL BE PERFORMED BY WELDERS CERTIFIED IN THE JURISDICTION HAVING AUTHORITY OVER THIS PORTION OF THE WORK. 7. WELD LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WELD SIZE SHALL BE AISC MINIMUM, UON. 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. 9. 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. 10. USE DOUBLE NUTS OR SINGLE NUT AND PEENED THREADS AT BOLTED CONNECTIONS WITH LONG SLOT HOLES. CONCRETE ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE AND ACI SPECIFICATIONS. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS IN ADDITION TO THE REQUIREMENTS IN THESE DRAWINGS. WHERE THE SPECIFICATIONS APPEAR TO CONFLICT WITH THE REQUIREMENTS IN THESE DRAWINGS, THE CONTRACTOR SHALL OBTAIN CLARIFICATION FROM THE ARCHITECT/STRUCTURAL ENGINEER BEFORE PROCEEDING WITH WORK. 3. CONCRETE SHALL CONFORM TO THE STRENGTH, WATER -CEMENT RATIO, EXPOSURE CLASS, MAXIMUM UNIT WEIGHT AND CEMENT TYPE SPECIFIED IN THE TABLE BELOW. CONCRETE STRENGTHS SHALL BE VERIFIED BY 28 -DAY CYLINDER TESTS. ELEMENT WALLS ROOF MECH CURBS AND PADS f'c MAX W/C EXPOSURE MAX UNIT CEMENT PSI RATIO CLASS WEIGHT TYPE 4,000 0.50 3,000 0.50 C1 145 145 I OR II IORII EXPOSURE CLASSES ARE FO, S0, P0, CO UNLESS NOTED OTHERWISE IN THE TABLE ABOVE. 4. CONCRETE MIXES SHALL COMPLY WITH ACI 318 SECTION 4.3 FOR THE EXPOSURE CLASSES INDICATED THE TABLE ABOVE. FOR CLASSES F1 THROUGH F3, AIR ENTRAINMENT SHALL MEET THE REQUIREMENTS OF ACI -318 TABLE 4.4.1. 5. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150 OF THE TYPE SPECIFIED IN THE TABLE ABOVE. 6. COARSE AND FINE AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33. 7. AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C-330. 8. WATER SHALL BE CLEAR AND SHALL CONFORM TO ASTM C-94. 9. CONCRETE MIXING OPERATIONS SHALL CONFORM TO ASTM C-94. 10. CONTRACTOR MAY USE AN ADMIXTURE SYSTEM TO PRODUCE FLOWABLE CONCRETE. MAXIMUM SLUMP SHALL NOT EXCEED 8 INCHES MEASURED AT THE PUMP. THE WATER/CEMENTIOUS MATERIAL RATIO OF THE APPROVED MIXES SHALL BE MAINTAINED OR LOWERED WHEN FLOWABLE CONCRETE IS USED. A REPRESENTATIVE OF THE ADMIXTURE SYSTEM SHALL ASSIST IN DETERMINING PROPORTIONS FOR FLOWABLE CONCRETE AND SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER AND ARCHITECT PRIOR TO EMPLOYING THIS PROCEDURE. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. REVISION BY APPROVED DATE CONCRETE (CONT.) 11. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT PLACED IN CAST -IN-PLACE CONCRETE: CONCRETE COVER (MINIMUM) A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: B. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS #5 BAR, W31 OR D31 WIRE, AND SMALLER CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS: #14 AND #18 BARS #11 BARS AND SMALLER BEAMS, COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS SHELLS, FOLDED PLATE MEMBERS: #6 BAR AND LARGER #5 BAR, W31 OR D31 WIRE, AND SMALLER 12. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI REQUIREMENTS AND THE CONTRACT DOCUMENTS. SANDBLAST ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED, UON. REINFORCING STEEL 1. REINFORCING STEEL SHALL BE DETAILED, INCLUDING HOOKS AND BENDS, AND PLACED IN ACCORDANCE WITH ACI 315 AND ACI 318. 2. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 OR A-706, GRADE 60. 3. THE FOLLOWING SHALL BE USED IN CONCRETE BUILDING STRUCTURES A. THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS SHALL NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI. RETESTS SHALL NOT EXCEED THIS VALUE BY MORE THAN AN ADDITIONAL 3000 PSI. 3" 2" 1 1/2" 1 1/2" 3/4" 1 1/2" 3/4" 1/2" B. THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL TENSILE YIELD STRENGTH SHALL NOT BE LESS THAN 1.25. 5. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. BARS SHALL NOT BE RE-BENT. 6. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. 7. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED AND REVIEWED BY THE STRUCTURAL ENGINEER. REINFORCEMENT SHALL BE SECURELY TIED IN PLACE PRIOR TO THE PLACEMENT OF CONCRETE OR GROUT. CONCRETE REINFORCEMENT OF SHALL BE SECURED IN CONFORMANCE WITH ACI -318 SECTION 7.5. REINFORCING STEEL PROJECTING FROM THE CONCRETE AND CONNECTING DIRECTLY TO STRUCTURAL STEEL WHERE DIMENSIONAL CONTROL IS CRITICAL OR WHERE SPECIFICALLY NOTED ON THE PLAN SHALL BE TREATED AS AN ANCHOR ROD AND SHALL CONFORM TO THE TOLERANCES SPECIFIED IN SECTION 7.5 OF AISC 303-05 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". POST INSTALLED ANCHORAGE ADHESIVE ANCHORAGES, WHERE SPECIFIED ON THE DRAWINGS, SHALL CONFORM TO THE FOLLOWING: MATERIAL ADHESIVE PRODUCT ICC EVALUATION CONCRETE EPDXY HILTI HIT -RE 500 -SD ESR -2322 MECHANICAL ANCHORAGES, WHERE SPECIFIED ON THE DRAWINGS, SHALL CONFORM TO THE FOLLOWING: MATERIAL TYPE CONCRETE EXPANSION HILTI KWIK BOLT TZ ESR -1917 HEAVY DUTY CONCRETE EXPANSION HILTI HSL 3 ESR -1545 CONCRETE UNDERCUT HILTI HDA ESR -1546 PRODUCT ICC EVALUATION 3. DRILLING SHALL BE PERFORMED WITH A ROTARY HAMMER DRILL AND CARBIDE TIPPED DRILL BIT IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION REPORT. 4. BORE HOLE CLEANING PROCEDURES MUST COMPLY WITH THE MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION REPORT IN ORDER TO PRODUCE A DRY, DUST -FREE HOLE. 5. INJECTION OF ADHESIVE SHALL BE PERFORMED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS THE APPLICABLE ICC EVALUATION REPORT IN ORDER TO PRODUCE AN AIR -VOID FREE INJECTION. SYM REVISION BY APPROVED DATE POST INSTALLED ANCHORAGE (CONT.) 6. SPECIAL CONDITIONS SUCH AS WATER SATURATED CONCRETE, WATER -FILLED HOLES, UNDERWATER AND OVERHEAD INSTALLATIONS MUST BE APPROVED BY THE ENGINEER OF RECORD AND COMPLY WITH THE APPLICABLE ICC -ES REPORT. 7. STEEL ANCHORING ELEMENTS SHALL BE THE SIZE AND GRADE SHOWN ON THE DRAWINGS AND MUST BE CLEAN, DRY AND FREE OF ANY OIL OR CONTAMINANTS. CARBON STEEL, ZINC PLATED 8. SUBSTITUTIONS FOR ANCHOR SYSTEMS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO INSTALLATION AND SHALL HAVE A VALID ICC -ES EVALUATION IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE. ALL ANCHOR EMBED DEPTHS SPECIFIED ON THESE DRAWINGS ARE EFFECTIVE EMBEDMENT DEPTHS. ADDITIONAL ANCHOR LENGTH AND OR HOLE DEPTH SHALL BE PROVIDED AS REQUIRED BY THE ANCHOR MANUFACTURER AND ASSOCIATED SPECIAL INSPECTION 1. 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 HIGH STRENGTH BOLTING 1704.3 2. EPDXY OR EXPANSION TYPE ANCHORS SHALL BE APPROVED BY THE BUILDING OFFICIAL FOR THEIR USE AND SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND ICC PRODUCT APPROVAL CONDITIONS. 3. SUMMARY REPORTS OF ALL INSPECTIONS AND TEST RESULTS SHALL BE DISTRIBUTED TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL WITH DEFICIENCIES CLEARLY NOTED. 4. DEFICIENCIES SHALL BE REPORTED TO THE CONTRACTOR ON A DAILY BASIS. 5. 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. REVIEWED FOR CODE COMPLIANCE C CE APPROVED DEC 06 2013 City of Tukwila BUILDING DIVISION BOEING 9-120 AOE OFFICE MODERNIZATION J#131174-00 COFFMAN E. OJALA 11.21.13 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE HE B. WALKENHAUER 11.21.13 ENGINEER B. WALKENHAUER 11.21.13 CHECKED E. OJALA APPROVED 11.21.13 SUBTITLE TITLE iG3 6?"7 GENERAL STRUCTURAL NOTES BOEING 9-120 AOE OFFICE MODERNIZATION STRUCTURAL MASTER BUILDING 9-120 DEV. CENTER, WA CII' RIVED ECEVOPTUMNEA /OEC 0 4 20131 PIRMIT CENTER AEOFFMAN NGINEERS 1601 Fifth Avenue, Suite 9001 Seattle, WA 98101 ph 206.623.0717 1 fax 206.624.3776 coftman.com LASTING creetty y 1 rewlh 1 relationships CURRENT REVISION J#131174-00 SHEET SYMBOL 3 tic DATE 11.21.13 S26 JOB NO. 16054201-02 COMP NO. DWG NO. 09-120-S2B (E) STEEL CONN TYP REVISION 1'-6y" 4 REMOVE (E) STEEL CONN ABOVE SAWCUT LINE, TYP 32'-0" (E) PRESTRESSED CONC PANEL REMOVE PRECAST PANEL ABOVE �SAWCUT LINE SAWCUT LINE GR D (N) L5x5 (N) L8x6 A I III I II 111 I II 1 S301 L_Nie Ii U L LSI 1C-1134" L (E) SECOND FLOOR 10'-0" 10'-11,%." 31'-11%" APPROVED BOEING 9-120 AOE OFFICE MODERNIZATION Jft131174-00 COFFMAN TYDICAL PA\EL SCALE: 1/2"- 11-0" NOTE: SEE ARCH FOR LOCATIONS WHERE OCCURS. 'HSLPPNT DETAIL (L03 REVISION <I\G DUTSIDE APPROVED fl S301 E. OJALA 10.31.13 Z� BOE/NGm - (3) ROWS OF /8"0 EXP ANCHORS @ 7Y2" OC (EMBED 3Y") IN HORIZ LSH. (E) PRESTRESSED CONC PANEL (3) ROWS OF /8"0 EXP ANCHORS @ 7Y2" OC (EMBED 3Y") IN VERT LSH. _,ETAIL SCALE: 1' =1'-0" (E) PRESTRESSED CONC PANEL DETAIL (E) CONC COLUMN S301 L5x5x3/8x1'-4" W/ (2) ROWS OF (3) 5/8"0 EXP ANCHORS @ 6" OC (EMBED 3Y8") IN HORIZ LSH. (E) CONC SLAB SCALE: 1'=1'-0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN COFFMAN DATE SUBTITLE 10.31.13 CHECKED B. WALKENHAUER ENGINEER B. WALKENHAUER CHECKED E. OJALA APPROVED 10.31.13 10.31.13 TITLE 5301 L -GE\ GE\ERAL OTES 1. EXTERIOR STOREFRONT WINDOW PACKAGE TO BE SUBMITTED UNDER SEPARATE PERMIT. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 6 2013 City of Tukwila' BUILDING DIVISION 'EFR \CE 9�Avul\GS 9 -120 -6130D -C11 9 -120 -6130D -C14 CO\STR L.'}1-10\ \ OT -S LOCATE (E) PRESTRESSED CABLES & MAINTAIN 3" MIN CLEARANCE TO (N) EXPANSION ANCHORS. SAWCUT PRESTRESSED CONCRETE PANEL. LOCATE (E) PRESTRESSED CABLES & MAINTAIN 3" MIN EDGE DISTANCE TO SAWCUT LINE. 3. DO NOT DAMAGE (E) REINFORCING WHEN INSTALLING (N) EXPANSION ANCHORS. `r 4. AT CONTRACTOR'S OPTION IT IS ACCEPTABLE TO USE /8" 0 EPDXY ANCHORS (EMBED 3Y8") IN LIEU OF EXPANSION ANCHORS SHOWN. 5. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR EXPANSION OR EPDXY ANCHORS. D 13-0 3(07 PRECAST RESUPPORT DETAILS BOEING 9-120 AOE OFFICE MODERNIZATION 10.31.13 BUILDING 9-120 RENNED CCTV OF TUKWILA IDEC ,O 4 20131 'ARCENTER AEOFFMAN NGINEEAS 1601 Fifth Avenue, Suite 9001 Seattle, WA 98101 ph 206.623.07171 fax 206.624.3775 coffman.com LASTING math/ay 1 results 1 relationships CURRENT REVISION 4131174-00 SHEET SYMBOL° DATE 10.31.13 JOB NO. 16054201-02 COMP NO. STRUCTURAL MASTER DEV. CENTER, WA DWG NO. 09-120-S301