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Home My WebLink AboutPermit D18-0002 - BKM MANAGEMENT CO - MAINTENANCE AND WATER INFILTRATION REPAIRBKM MANAGEMENT CO 825 INDUSTRY DR BLDG 21 WITHDR WN/CA NCEL 09/06/18 D18-0002 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.Rov DEVELOPMENT PERMIT 2523049034 825 INDUSTRY DR BLDG 21 Project Name: BKM MANAGEMENT CO Permit Number: D18-0002 Issue Date: 5/16/2018 Permit Expires On: 11/12/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BKM TUKWILA 117 LLC 111 THEORY STE #250 , IRVINE, WA, 92617 KIRT NEAL 3015 112 AVE NE - SUITE 205 , BELLEVUE, WA, 98004 D P INC GENERAL CONTRACTORS 19936 BALLINGER WAY NE , SEATTLE, WA, 98155 DPINCGC066BU BKM TUKWILA 117 LLC 111 THEORY STE #250 , IRVINE, CA, 92617 Phone: (425) 582-5515 Phone: (206) 361-2989 Expiration Date: 1/31/2020 DESCRIPTION OF WORK: PROJECT INCLUDES RECLADDING OF ENTRY ENCLOSURES WITH RECONSTRUCTION OF WINDOW OPENINGS AND ROOF CONFIGURATION TO ADDRESS ONGOING MAINTENANCE AND WATER INFILTRATION CONCERNS. Project Valuation: $350,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: IIIB Electrical Service Provided by: TUKWILA Fees Collected: $6,310.36 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 .1111111 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No n r (n (AIX R/ Permit Center Authorized Signature: % Date: ` I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development p@rrpit and agrthe conditions attached to this permit. Signature: Print Name: Date: Ib 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: 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. 6: 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. 7: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: ***BUILDING PERMIT CONDITIONS*** 15: 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. 16: 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. 17: 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. 18: 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. 19: 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. 20: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 21: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 22: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 23: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 24: 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. 25: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 26: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0409 FRAMING 0606 GLAZING 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 4037 SI -CAST -IN-PLACE 4046 SI-EPDXY/EXP CONC 4034 SI -METAL PLATE CONN 4025 SI -STEEL CONST 4026 SI-STRUCT STEEL 4004 SI -WELDING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKCLA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pei, lit No. 1 g 000 ?1 Project No. Date Application Accepted: 1--1-4 Date Application Expires: L-1_15 (For office use, only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 82.. 1% U ST 'f PRIDE Tenant Name: BKM MANAGEMENT COMPANY PROPERTY OWNER Name: BKM MANAGEMENT COMPANY Address: 601 STRANDER BLVD. City: TUKWILA State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: KIRT NEAL Address: 3015 112th AVENUE NE, SUITE 205 City: BELLEVUE State: WA Zip: 98004 Phone: (425) 582-5515 Fax: Email: kneal@waremalcomb.com GENERAL CONTRACTOR INFORMATION Company Name: DP INC. Address: 19936 BALLINGER WAY NE City: SEATTLE State: WA Zip: 98155 Phone: (206) 361-2989 Fax: (206) 362-3665 Contr Reg No.: DPINCGC066BU Exp Date: 01/31/2018 Tukwila Business License No.: BUS -0994280 H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh King Co Assessor's Tax No.: 252304-9015 Suite Number: Floor:2 FLOORS New Tenant: ❑ Yes ®..No ARCHITECT OF RECORD Company Name: DIBBLE ENGINEERS INC Company Name: WARE MALCOMB Address: 1029 MARKET STREET Architect Name: KEVIN EVERNHAM Phone: (425) 828-4200 Fax: Address: 8181 N Via De Negocio City: Scottsdale State: AZ Zip: 85258 Phone: (480) 767-1001 Fax: Email: kevemham@waremalcomb.com ENGINEER OF RECORD Company Name: DIBBLE ENGINEERS INC Engineer Name: EDWARD EGAN PE Address: 1029 MARKET STREET City: KIRKLAND State: WA Zip: 98033 Phone: (425) 828-4200 Fax: Email: Edward@DibbleEngineers.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) BI<V /MN6 E Co i pilName: Address: /0/RkNDu6-/ City: Zip: p0 /a, - 11vz/State: WA Page 1 of 4 Valuation of Project (contractor's bid price): $ 350,000 Describe the scope of work (please provide detailed information): PROJECT INCLUDES RE -CLADDING OF ENTRY ENCLOSURES WITH RE -CONSTRUCTION OF WINDOW OPENINGS AND ROOF CONFIGURATION TO ADDRESS ONGOING MAINTENANCE AND WATER INFILTRATION CONCERNS. Existing Building Valuation: $ 1,990,000 TWO BUILDINGS Will there be new rack storage? ❑ Yes E.. 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) N/A *For an Accessory dwelling, provide the following: Lot Area (sq ft): N/A Floor area of principal dwelling: N/A Floor area of accessory dwelling: N/A *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parlcing Stalls Provided: Standard: N/A Compact: N/A Handicap: N/A Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes , attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \20I1 Applications\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 Construction per IBC Type of Occupancy per IBC 1St Floor 23,977 0 0 0 III -B GROUP B 2nd Floor 13,882 0 0 0 III -B GROUP B 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) N/A *For an Accessory dwelling, provide the following: Lot Area (sq ft): N/A Floor area of principal dwelling: N/A Floor area of accessory dwelling: N/A *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parlcing Stalls Provided: Standard: N/A Compact: N/A Handicap: N/A Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes , attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \20I1 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFCVIATION — 206-433-0179 Scope of Work (please provide detailed information): NO UTILITY WORK 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 0 .. Highline ❑ ...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided 0 .. Renton 0 .. 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): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 0 ...Total Cut 0 ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer 0 ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water 0 .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) 0 .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone 0 .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size 1, WO # 0 ...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 ❑ ...Sewer ❑ ...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\Fortes-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 • PERMIT APPLICATION NOTES —' Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE O Ay1JED AGENT: Signature: Date: 12/20/2017 Print Name: KIRT NEAL Day Telephone: (425) 582-5515 Mailing Address: 3015 112th AVENUE NE, SUITE 205 BELLEVUE WA 98004 City State Zip H:\Applications\Fomu-Applications On Line \2011 Applications\Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT I QUANTITY PAID $6,310.36 D18-0002 Address: 825 INDUSTRY DR BLDG 21 Apn: 2523049034 $6,310.36 DEVELOPMENT $6,124.89 PERMIT FEE R000.322.100.00.00 0.00 $3,709.33 PLAN CHECK FEE R000.345.830.00.00 0.00 $2,411.06 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $185.47 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R13157 R000.322.900.04.00 0.00 $185.47 $6,310.36 Date Paid: Thursday, January 04, 2018 Paid By: BKM TUKWILA 117 LLC Pay Method: CHECK 1784 Printed: Thursday, January 04, 2018 9:54 AM 1 of 1 SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit DtgocDz PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 PrrKV� Tyke ofvrspe r ctiQn; ' Address: / �0 $2- -Tjtl• ii ,Vlei. 44ate-C ed+- c 1, 4-114 Speci I I structio ,1 ` 52-1-1 0 PO e0e7 Date Wanted: - ?mg t p.m. Requester on No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Y -ROOF SAQ6144w-ex:-- ,..,)ffieri `or cOhoig-r-- inspector: ;5 Z/J Date: z_oteri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 1g- orzcz. Project: /+ Type of Inspection: 1.0"` Date Called: i/ Special 1 .tructions: Date Wanted: T - 2,3 - 7.D4 a,m? p.m. Requester: -----"\N\ Phone No: ❑ Approved per applicable code Corrections required prior to approval. COMMENTS: S�•��- -iteL— SI- 47Idvr' Pe -cm 'I:- 9 '3 J REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Dia -ooh 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Proect: 1UKVI m, ', 1INT C6, Type of Inspection: FR414101 G--- rAddress: Address: 825 ///DUSTRY DR, Date Called: Special Instructions: Date Wanted: �" a.m: Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: / it_DiNG- t C:SAJ Inspector: ig4 Date: -leo REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 137011 A't fit/f G 4ENT Type of Inspection: re/till/A/6— Address: 82.5' `HDcsy DR. Date Called: Special Instructions: off Date Wanted: t"--/..5--/ 8 C4'_:_—_ p.m. Requester: Phone No: Approved per applicable codes. ' Corrections required prior to approval. COMMENTS: / p1.(inti/ T oR P Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit b -oo3Z PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 826�R.. Type of Inspection: SI" Ebb Y DcaJteTll'd:�� ' tgroi Special Instructions: � 421. 13cQ DateJWa_nted: a.m. 8-9- ZoL5 Requester: Phone No: fc nee hc_ 220 --(IO: ClApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: A r qty- ,S Ark 5,7 - ti3e. vett a rat s.r. N©1 Inspector: Kat& Date:G'9` u'/r' REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: KM Type of Inspection: J c' y 51.. f X y/Exp ic- Ad,�rccess--:��++ ..O Date Cal`ISed: S Special Instructions: .61-4.5...#21 Date Wanted: 8 - 7- le' 1m. p.m. Requester: 7 l,S 4., - Phone No: a Approved per applicable codes. Corrections uired prior to approval. COMMENTS: 51.. f X y/Exp ic- r. sipttoktr4L ts-61-- //, 3..I we.14-0,,Q_ '/7 : /C i6 l,S ,tryvvtv4– r A itd) c 7 / 1 Op jot- Ap 0 k.) 1S S e r cU.( 1np cid- Amo vr,S Ih 1-f- biZ ule. n Insect . Date: g - 'Z- ZMMY REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 375904 Project: Address: Client: CONSTRUCTION INSPECTION REPORT TCC Stair Enclosure 825 Industry Drive, Tukwila DP, Inc. Permit Number: Job Number: Client Address: D18-0002 18-0504 19936 Ballinger Wav NE, Shoreline Inspections Performed. Steel Decking Other (specify): Structural Steel Fabrication Structural Steel Erection X Inspector and Date Remarks Jim Linehan Representative was on site for periodic visual welding testing/inspection of the following for 8/06/2018 conformance with construction documents,. AISC 360, and AWS D1.1: Building 21 North Stair and Building 27 North Stair HSS Connections to Plates Welder was not on site at time of inspection. Inspection tasks were performed in accordance with AISC 360:10 "Specifications for Structural Steel Buildings" Tables N5.4-3 "Inspection Tasks After Welding". This is a work in progress. Inspector found one (1) weld underfilled (Building 27: South HSS, top connection, north -side flare bevel). Work In Progress Copies to: X Client Engineer Owner X Contractor Architect X Building Dept. Others Technical Responsibility: RECEIVED C.;ITY OF TUKWILA AUG 14 2018 PERIVIIT CENTER Isaac off, roject Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN -63-05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Job Number: 18-0504 Project: TCC Stair Enclosure Address: 825 Industry Drive, Tukwila Inspector: Mebratu Gebrehiwot Report Number: 373859 Client: Address: Date: Permit Number: D18-0002 DP, Inc. 19936 Ballinger Way NE, Shoreline 6/20/2018 Description/Location: On site to inspect the threaded anchors epoxy at building 23 stair 2 and building 27 stair 2 in accordance with the approved plan. Intended Use: Mounting plate for structural post Building Code & Year: IBC 2015 Reference Standard(s) Used: Copies to: X Client Engineer Owner X Contractor Architect X Building Dept. Comments ' RECEIVED CITY OF TUKWILA JUL 09 2018 Others PERMIT CENTER Technical Responsibility: Conforms X Does Not Conform Isaac Ruoff, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN -86-02 (Rev. 05/13) ® Reinforcing Steel i:I All Thread Bar/Dowel Size & Quantity: Anchor Size & Quantity: Rebar Manufacturer: Type of Steel (ASTM): Grade: A-36 ■ F-1554 ■ A-307 Rebar Grade: ■ 40 1 60 IN Other: ■ 36 ■ 50 • 75 ■ Other: Type of Bar: 1 A-615 ■ A-706 ■ A-775 ■ Other: Special Ductile Quality (SDQ): • Yes • No Anchor Length: 2" Hole Depth: 2"-2 %2" Required Embedment: 2" Hole Diameter: 5/8" Concrete Thickness: N/A Concrete Strength: N/A Hole Orientation: • Vertical Down ■ Vertical Up 0 Horizontal Concrete Base Material: it Normal Weight Concrete • Light Weight ■ CMU ■ Brick ■ Composite Deck Compressed Air PSI: 80-100 Hole Cleaning: I4 Compressed Air 1 Hand Pump • Other: Hole Condition: Brushed: l:4 Yes ■ No ►4 Dry ■ Damp 1 Water Saturated ■ Submerged Approved Diamond Cored Drill Bit (ANSI B212.15): ►4 Yes • No Hole: • Yes 0 No Adhesive Type: Hilti/Hit-HY200-R Expiration Date: 11/2018 ICC ESR #: 3187 Weather: Sunny Ambient Temperature: 72°F Substrate Temperature: 70°F Reference Standard(s) Used: Copies to: X Client Engineer Owner X Contractor Architect X Building Dept. Comments ' RECEIVED CITY OF TUKWILA JUL 09 2018 Others PERMIT CENTER Technical Responsibility: Conforms X Does Not Conform Isaac Ruoff, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN -86-02 (Rev. 05/13) DEI DIBBLE ENGINEERS INC TUKWILLA STAIR TOWERS STRUCTURAL CALCULATIONS Prepared for Ware Malcomb DEI Project #17-031 September 26, 2017 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 01 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 04 2018 PERMIT CENTER bI80002 DIBBLE ENGINEERS INC 11029 Market Street, Kirkland WA 98033 1425.828.42001 dibbleengineers.com DEI DIBBLE ENGINEERS INC STRUCTURAL CALCULATIONS TABLE OF CONTENTS Tukwilla Stair Towers DEI Project Number 17-031 • Note to Reviewer 1 General 2 - 3 • Buildings 21 and 27 4 - 16 • Buildings 24 and 28 17 - 22 PROJECT NAME 1 ! g DEI DIBBLE ENGINEERS INC PROJECT_# t SUBJE NOTES TO REVIEWER SHEET # r DATE 11 BY y( n • The exterior precast concrete tilt -up north and south walls of the existing stairway are considered to be supported laterally by the shorter east pre- cast concrete tilt -up wall, not imparting any lateral Toad to the new roof structure. • The new HSS steel tube sections are present to collect wind load from the north and south walls and transmit that load through diaphragm action to the main building structure. • Although the localized wind load to the main building is increased slightly due to the additional wind exposure from the side, the increase is very small relative to what the main building sees. Therefore a lateral check of the four buildings was not considered to be warranted. Untitled Map Write a description for your map. Min -ler-Blvd Legend 1/ 900 Industry Dr • Andover Park w & P Asemco Inc In CB Richard Ellis l Courtyard Seattle Southcenter la Crown Moving Company, Inc. Feature 1 • Feature 2 • Feature 3 a Feature 4 (D Feature 5 CI Feature 6 O Feature 7 C,? Feature 8 =' Feature 9 In George K. Teramoto, LMP • Heatcon Composite Systems King County Housing Authority MasterChef Seattle Cooking Classes Quiznos Sandwich Restaurants Redi-Bag Inc • Southcenter a Tukwila Fire Dept e Washington Law Center 1000 ft r DEI .'1, DIBBLE ENGINEERS INC PROJE/7-031 SUBJECT crei SHEET# DATE BY /21 t/i /frioo 7vAwt/L-L441-7 wq- ^^� er271 1, Le7.v� — S'-3,67 yW -122,24-6 3OZ _.&.y= -61 -*.- zusGs Design Maps Summary Report User—Specified Input Report Title Building Code Reference Document Site Coordinates Site Soil Classification Risk Category Tukwilla Commerce Center Mon September 25, 2017 19:44:57 UTC 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) 47.45028°N, 122.2483°W Site Class D - "Stiff Soil" I/II/III FLDF'.114 OD4TL RENTONMUNI StATTt TA CQIJ4 ' ..,DesMoines. USGS—Provided Output SMS = 1.441 g SMS = 0.804 g PROD .:AE 4?i SHEET# //_ DEI PR��O� ��ul DATE �'" DIBBLE ENGINEERS INC PRO* �3/ O'H, SUBJ / nt %�ZJi'►...- %�C� BY%/%/ '"/ AI 0-v &o- Fe-AM IN 1-- e4 1479,44 -or A.6-7.0 r7tJ 5-f (am [�� Avo F� /- egr 40)2, 1,,P — ( 1111 17A1-0011-= 1 -t�LbG-Z SLt�pINC�- I4` f� f1/tJ 8; 6 60- C i 72:22 6,1--3 - led X007 P&NG OUc - w -lJ WALL SECTION BUILDING 21 AND 27 SCALE: 1/4-1'-cr FIRST FLOOR ENLARGED PARTIAL FLOOR PLANS - BUILDING 21 AND 27ON�uWm-j'J` SCALE 1/4-1'-0' DEI j DIBBLE ENGINEERS INC PROJECT NAME PROJECj # ��3 1 SUBJE SHEET# DAT', t./...„7,0/7 8Y� ^ G'OOg& //t-, - gcilld oe Of 13 4- 4 ,'(n4 ) 0 141- =Zoo cp.r C=-7 Q— /13 c1°X 3 /m,#J b F p- ®. ° TI 6.51c0 (6-?; Li -47)1.k) 41. 4 -wit--,- :441;f":6, d 0 w Z15 J W O PROJECT NAME DEI DIBBLE ENGINEERS INC PROJE T # 3 SUB C ci 12_ Roc__ /otp.m., Lootie-e- fri-Frf 3s3 atm4A)) -;"i1K00(11.4--2.) RI (-47) e-2.--= in fit,=r� r(i 1v\k=1-,6 -(0= i‘e—g--1 .1-2) jla/(70d3 -->(-sx)40 = , l view r =,(G.)(nu? zu 3 3 Me -3 3, 4G gr w ProT (ft SX-3>eY/ta iMoT 3,c6 3x3 SHEET# DATE BY in %m 6-'-2.4 F--72 b 7�- - o I? criakic.-.169 =-1/3,0 F154_6,4tr- ADEI EDIBBLE ENGINEERS INC PROJECT NAME ��it POJ614)SP/97 Rijn) i!< "Vv n BY MeYlel SHEET # e su 1lK,NL'G(1 IMoC!d C- id'kV?It- aamo Apt,e_ �- Y4,Ly' CoolTS4 De) k/21A+pd coo -Leto iMPs-60,/5-1.4) 84.W 0-K7 �rk� LicNi) 1/2i4+X 1-1) 3►h MS( `rz rO e r 60/Jc-, 1,0014eOC7O m, IJ L 7 > �(---Z�o �� Inge -NvfLr- bof,C- w i 1/L>c Fev p2/L-a //U 62A)(LeAl SIMPSON Strong -Tie Anchor Designer TM Software Version 2.4.5940.31 1.Proiect information Customer company: Ware Malcomb Customer contact name: Customer e-mail: Comment: 2. Inaut Data & Anchor Parameters General Design method:ACI 318-11 Units: Imperial units Anchor Information: Anchor type: Concrete screw Material: Carbon Steel Diameter (inch): 0.500 Nominal Embedment depth (inch): 4.000 Effective Embedment depth, her (inch): 2.990 Code report: ICC -ES ESR -2713 Anchor category: 1 Anchor ductility: No hmin (inch): 6.25 cep (inch): 4.50 Cmin (inch): 1.75 Smin (inch): 3.00 Load and Geometry Load factor source: ACI 318 Section 9.2 Load combination: not set Seismic design: Yes Anchors subjected to sustained tension: Not applicable Ductility section for tension: D.3.3.4.3 (d) is satisfied Ductility section for shear: D.3.3.5.3 (c) is satisfied Da factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No <Figure 1> ,O lb Company: Date: 9/22/2017 Engineer: Page: 1/4 Project: Address: Phone: E-mail: Project description: Tukwilla Stair Tower New HSS Base Connection Location: Bellevue, WA Fastening description: Epoxied Pin and Titen HD Base Material Concrete: Normal -weight Concrete thickness, h (Inch): 24.00 State: Cracked Compressive strength, fn (psi): 3000 Wc,v: 1.0 Reinforcement condition: A tension, B shear Supplemental reinforcement: Not applicable Reinforcement provided at comers: No Do not evaluate concrete breakout in tension: No Do not evaluate concrete breakout in shear: No Ignore 6do requirement: Not applicable Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 5.50 x 7.00 x 0.25 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpcor. Strong-T,e Company Inc 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong -Tie <Figure 2> Anchor DesignerTM Software Version 2.4.5940.31 Company: Date: 9/22/2017 Engineer: Page: 2/4 Project: Address: Phone: E-mail: Recommended Anchor Anchor Name: Titen HD® - 1/2"0 Titen HD, hnom:4" (102mm) Code Report: ICC -ES ESR -2713 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpton Strong -Tie Company Inc 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON StrongTie Anchor Designer TM Software Version 2.4.5940.31 Company: Date: 9/22/2017 Engineer: Page: 3/4 Project: Address: Phone: E-mail: 3. Resulting Anchor Forces Anchor Tension Toad, Shear load x, N. (Ib) V. (Ib) Shear load y, Vuay (Ib) Shear Toad combined, 4(Vuax)2+(Vuay)2 (lb) 1 0.0 1028.0 0.0 1028.0 Sum 0.0 1028.0 0.0 Maximum concrete compression strain (%o): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (Ib): 0 Resultant compression force (Ib): 0 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'vx (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 8. Steel Strength of Anchor in Shear (Sec. D.6.1) Vsa (Ib) Ogrout (ti Ogroui /Vsa (Ib) 4790 1.0 0.60 2874 <Figure 1028.0 3> x Y 9. Concrete Breakout Strength of Anchor in Shear (Sec. D.6.2) Shear perpendicular to edge in x -direction: Vbx = min17(/e/da)°'24da/la4ficall'6; 9i140cce11•51 (Eq. D-33 & Eq. D-34) /a (in) da (in) /la f'0 (psi) cal (in) Vex (Ib) 2.99 0.50 1.00 3000 3.00 2014 OVcbx =q (Avc /Avco)Wed,V rc,V'h,VVbx (Sec. D.4.1 & Eq. D-30) Avc (in2) Avco (in2) Y'ed,V 'Ic,V Y'h,v Vex (Ib) 0 qtVicex (Ib) 40.50 40.50 1,000 1.000 1.000 2014 0.70 1410 10. Concrete Pryout Strength of Anchor in Shear (Sec. D.6.31 q5Vcp = rkcpNcb = Okcp(ANc/ANco)Ved,N�PC,N9'cp,NNb (Eq. D-40) kcp ANc (in2) ANco (in2) Ped,N Tc,N TCp,N Nb (Ib) 0 qtVcp (Ib) 2.0 53.82 80.46 0.901 1.000 1.000 4814 0.70 400V6,4,0(1b) 060 11. Results Interaction of Tensile and Shear Forces (Sec. D.7) Shear Factored Load, V. (Ib) Design Strength, oVn (Ib) Ratio Status Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Stmptcn Strong -Tit. Company Inc 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON StrongTie Anchor Designer TM Software Version 2.4.5940.31 Steel 1028 T Concrete breakout x+ 1028 Pryout 1028 Company: Date: 9/22/2017 Engineer: Page: 4/4 Project: Address: Phone: E-mail: 2874 1410 4060 1/2"f5 Titen HD, hnom:4" (102mm) meets the selected design criteria. 0.36 0.73 0.25 12. Warnings - Per designer input, ductility requirements for tension have been determined to be satisfied — designer to verify. - Per designer input, ductility requirements for shear have been determined to be satisfied — designer to verify. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer's product literature for hole cleaning and installation instructions. Pass Pass (Governs) Pass Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Situp: c, Strong TIC Company Inc 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 'DEI /' j DIBBLE ENGINEERS INC SHEET# PROJECT# DATE SU T o 1 (z cc/12_ „ Osf ecciorA BY III 0.104 ` ea/c. yr tat-- SIMPSON Anchor Designer TM Software Version 2.4.5940.31 1.Proiect information Customer company: Ware Malcomb Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-11 Units: imperial units Anchor Information: Anchor type: Concrete screw Material: Carbon Steel Diameter (inch): 0.500 Nominal Embedment depth (inch): 4.000 Effective Embedment depth, hot (inch): 2.990 Code report: ICC -ES ESR -2713 Anchor category: 1 Anchor ductility: No hmin (inch): 6.25 Cac (inch): 4.50 Cmin (inch): 1.75 Smin (inch): 3.00 Load and Geometry Load factor source: ACI 318 Section 9.2 Load combination: not set Seismic design: Yes Anchors subjected to sustained tension: Not applicable Ductility section for tension: D.3.3.4.3 (d) is satisfied Ductility section for shear: D.3.3.5.3 (c) is satisfied 0 Ib S)o factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic load <Figure 1> 557 ft -lb Company: Date: 9/22/2017 Engineer: Page: 1/4 Project: Address: Phone: E-mail: Project description: Tukwilla Stair Tower New HSS Base Connection Location: Bellevue, WA Fastening description: Epoxied Pin and Titen HD Base Material Concrete: Normal -weight Concrete thickness, h (Inch): 24.00 State: Cracked Compressive strength, fc (psi): 3000 4�cv: 1.0 Reinforcement condition: A tension, B shear Supplemental reinforcement: Not applicable Reinforcement provided at comers: No Do not evaluate concrete breakout in tension: No Do not evaluate concrete breakout in shear: No Ignore 6do requirement: Not applicable Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 5.50 x 11.50 x 0.25 oft -Ib Y Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 5irnp4on strong Tie Gurnpany Inc, 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON <Figure 2> Anchor Designer TM Software Version 2.4.5940.31 Company: Date: 9/22/2017 Engineer: Page: 2/4 Project: Address: Phone: E-mail: 4.00 Recommended Anchor Anchor Name: Titen HD® - 1/2"0 Titen HD, hnom:4" (102mm) Code Report: ICC -ES ESR -2713 -..----.- _ -. ..._ ..,. .....\ .....r_ ..........v.................._._.- �w l Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strung I t Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong -Tie Anchor Designer TM Software Version 2.4.5940.31 3. Resulting Anchor Forces Anchor Tension load, N. (Ib) 1( Company: Date: 9/22/2017 Engineer: Page: 3/4 Project: Address: Phone: E-mail: Shear load x, Vuax (lb) Shear load y, Vuay (Ib) Shear load combined, J(Vuax)2+(Vuay)2 (lb) 1 0.0 1206.8 2 0.0 371.3 3 0.0 -464.1 0.0 0.0 0.0 1206.8 371.3 464.1 Sum 0.0 1114.0 0.0 2042.3 Maximum concrete compression strain (%o): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (Ib): 0 Resultant compression force (Ib): 0 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'vx (inch): 0.00 Eccentricity of resultant shear forces in y-axis, evy (inch): 0.00 8. Steel Strength of Anchor in Shear (Sec. 13.6.1) Vsa (Ib) 4790 bgrout 1.0 0 41,04148 (Ib) 0.60 2874 <Figure 3> 01 Y X 03 9. Concrete Breakout Strength of Anchor in Shear (Sec, D.6.21 Shear perpendicular to edge in x -direction: Vbx = minI7(le/da)1211da2aJPcca11.5; 92a1/Pccat1.5p (Eq. D-33 & Eq. D-34) le (in) da (in) Aa Pc (psi) cat (in) Vbx (Ib) 2.99 0.50 1.00 3000 3.00 2014 OVcbgx = 0 (Avc/AVco)Woc,VY'ed,VYC,VY'b,VVbx (Sec. D.4.1 & Eq. D-31) Avc (in2) Avco (in2) %'ec,V Y'ed,v Y'c,V Y'h,V Vbx (Ib) 0 bVcbgx (Ib) 56.25 40.50 0.810 0.967 1.000. 1.000 2014 0.70 1533 Shear parallel to edge in x -direction: Vby = min17(/e/da)02Jda2aJPcca11.5; 92aJPcCat1.5I (Eq. D-33 & Eq. D-34) Ib (in) da (in) Aa Pc (psi) cat (in) Vby (Ib) 2.99 0.50 1.00 3000 4.00 3102 Qivcbx =O(2)(Avc/Avco)Y'ed,vY'c,v'Ph,vVby (Sec. D.4.1 & Eq. 0-30) Avc (in2) Avco (in2) Wed,v Y'c,V Y'b,V Vby (Ib) Qi OVcbx (Ib) 36.00 72.00 1.000 1.000 1.000 3102 0.70 2171 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Stmpcon Strong -Tie Cc,mpany Ire 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong -Tie Anchor Designer TM Software Version 2.4.5940.31 Company: Date: 9/22/2017 Engineer: Page: 4/4 Project: Address: Phone: E-mail: 10. Concrete Pryout Strength of Anchor in Shear (Sec. D,6.3) 6Vcp = glkcpNcb =Okcp(ANc/ANco)'Ped,N`Yc,NWcp,NNb(Eq. D-40) kcp ANc (in2) ANce (1n2) 9'ed,N Pc,N Pcp,N Nb (Ib) !� OVcp (Ib) 2.0 36.00 64.00 0.925 1.000 1.000 4055 0.70 2954 11. Results Interaction of Tensile and Shear Forces (Sec. D.7) Shear Factored Load, V. (Ib) Design Strength, I Vn (Ib) Ratio Status Steel 1207 2874 T Concrete breakout x+ 1578 1533 Concrete breakout y- 1207 2171 Pryout 1207 2954 0. Pass 1.03 / Fail (Governs) Pass (Governs) 0.41 s FAIL! Selected anchor type and embedment do not meet the selected design criteria. 12. Warnings aartivc., X 71,1 .2) pi - Per designer input, ductility requirements for tension have been determined to be satisfied — designer to verify. - Per designer input, ductility requirements for shear have been determined to be satisfied — designer to verify. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simp;.an Strong•T:u Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com \'i \ DIBLE ENGINEERS INC PROJECT PROJECT b123 SUBJECT BY � MI SHEET # T.O.P 0 25-0" (E) T.O.C. _� T t24'-0" 0 At F.F.E TITr0-0"-- 0/44x-e F-0:12100o by /es ire WALL SECTION BLDG. 24 AND 28 SCALE: 1/4"=11-0" (4.,p-dk& 314-ep„r--A-1-:-L) DEI DIBBLE ENGINEERS INC PROJECT NAME PROJECT�� SUBJECT -1ur0l NGS ¢ 7.ts Difiee,00ld cV SHEET # BYin �' t zoeg-g0ro Dfl(J 15 O —1 15 -H ±11'-3* 17 (711-06\-A- ROOF PLAN kei SIMPSON Anchor DesignerTM Software Version 2.4.5940.32 1.Prolect information Customer company: Olympic Precast Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-11 Units: Imperial units Anchor Information: Anchor type: Concrete screw Material: Carbon Steel Diameter (inch): 0.250 Nominal Embedment depth (inch): 2,000 Effective Embedment depth, her (inch): 1.510 Code report: ICC -ES ESR -2713 Anchor category: 1 Anchor ductility: No hmin (inch): 3.36 cac (inch): 4.29 Cmin (inch): 1.50 Smin (inch): 3.00 Load and Geometry Load factor source: ACI 318 Section 9.2 Load combination: not set Seismic design: Yes Anchors subjected to sustained tension: Not applicable Ductility section for tension: D.3.3.4.3 (d) is satisfied Ductility section for shear: D.3.3.5.3 (c) is satisfied Qo factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No <Figure 1> Company: Date: 9/25/2017 Engineer: Page: 1/4 Project: Address: Phone: E-mail: Project description: shear only Connection Detail 6/ P3.0, E2 Location: Bellevue, WA Fastening description: Base Material Concrete: Normal -weight Concrete thickness, h (inch): 24.00 State: Cracked Compressive strength, f'c (psi): 4000 4ic,v: 1.0 Reinforcement condition: A tension, B shear Supplemental reinforcement: Not applicable Reinforcement provided at corners: Yes Do not evaluate concrete breakout in tension: No Do not evaluate concrete breakout in shear: No Ignore 6do requirement: Not applicable Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 6.00 x 6.00 x 0.13 O lb 0 lb •Y 0 ft -Ib Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com • SIMPSON <Figure 2> Anchor DesignerTM Software Version 2.4.5940.32 1,0 Company: Date: 9/25/2017 Engineer: Page: 2/4 Project: Address: Phone: E-mail: Recommended Anchor Anchor Name: Titen HD®- 1/4"0 Titen HD, hnom:2" (51mm) Code Report: ICC -ES ESR -2713 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong -Tie Anchor Designer TM Software Version 2.4.5940.32 3. Resulting Anchor Forces Anchor Tension load, Nab (Ib) Set Company: Date: 9/25/2017 Engineer: Page: 3/4 Project: Address: Phone: E-mail: Shear load x, V. (Ib) Shear load y, Vuay (Ib) Shear load combined, /(Vuax)2+(Vuay)2 (Ib) 1 0.0 1000.0 0.0 1000.0 Sum 0.0 1000,0 0.0 Maximum concrete compression strain (°/ao): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (Ib): 0 Resultant compression force (Ib): 0 Eccentricity of resultant tension forces in x-axis, e'N0 (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'vx (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 8. Steel Strength of Anchor in Shear (Sec. D.6.11 Vse (Ib) Ogroul Qi rbgroul0Vsa (Ib) 1695 1.0 0.60 1017 <Figure 3> 1000.0 9. Concrete Breakout Strength of Anchor in Shear (Sec. D.6.2) Shear perpendicular to edge in x -direction: Vbx = minj7(le/da)02'/da%aN'f'ccall.5; 92a/f'cca,1•5I (Eq. D-33 & Eq. D-34) le (in) da (in) %.a Fc (psi) cat (in) Vbx (Ib) 1.51 0.25 1.00 4000 4.00 2537 OVcbx =0 (AVc/AVco)Vjed,VVc.v5uh,VVbx (Sec. D.4.1 & Eq. D-30) AVc (in2) Avco (in2) V'ed.V '1 e.V Ixh,V Vbx (lb) O 0Vcbx (Ib) 72.00 72.00 1.000 1.000 1.000 2537 0.70 1776 10. Concrete Pryout Strength of Anchor in Shear (Sec. D.6.31 0Vcp = OkcpNcb = Okcp(ANc/ANca)Yed,NVic,N'Pcp,NNb (Eq. D-40) kcp ANc (in2) ANco (in2) YPed,N ye,N 1.0 20.52 20.52 1.000 1.000 rPcp,N 1.000 Nb (Ib) 0 OVcp (lb) 1995 0.70 1397 11. Results Interaction of Tensile and Shear Forces (Sec. D.7) Shear Factored Load, V. (Ib) Design Strength, laVe (Ib) Ratio Status Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong -Tie Anchor Designer TM Software Version 2.4.5940.32 Steel 1000 1017 T Concrete breakout x+ 1000 1776 Pryout 1000 1397 Company: Date: 9/25/2017 Engineer: Page: 4/4 Project: Address: Phone: E-mail: 1/4' 0 Titen HD, hnom:2" (51mm) meets the selected design criteria. 0.98 0.56 0.72 12. Warnings - Per designer input, ductility requirements for tension have been determined to be satisfied — designer to verify. - Per designer input, ductility requirements for shear have been determined to be satisfied — designer to verify. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer's product literature for hole cleaning and installation instructions. Pass (Governs) Pass Pass Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com TO: FROM: DATE: SUBJECT: MEMORANDUM Diane Jaber Rachelle Ripley September 6, 2018 Refund for Building Permit D18-0002 c e- ceCI. Please draw a check in the amount of $3,115.84 (three thousand one hundred fifteen dollars and eighty-four cents) to be payable to BKM Tukwila 117 LLC at 111 Theory Ste #250, Irvine, CA 92617. The permit has been cancelled and the applicant has requested a refund which the Building Official has granted at 80%. Please provide the refund as follows: *Account Amount 000.322.100.00.00 $2,967.46 000.322.900.04.00 $148.38 Total $3,115.84 Thank you! WARE MALCOMB ARCHITECTURE I PLANNING I INTERIORS BRANDING I CIVIL ENGINEERING Memorandum Date: Aug. 31, 2018 Project Name: Tukwila commerce center_Bldg 21 To: Jerry Hight Project No.: WM #SEA16-0013-00 City of Tukwila Permit Center From: Ware Malcomb Subject: Permit statement Copies To: File Dear Jerry Hight, Per your conversation with Al Wallace we are requesting that permit #D18-0002 be cancelled and that two new permits be issued one for each building (bldg. 21 and 27). Here within are two sets of buildings plans for the separate permits. We are also requesting that the permit fees be reimbursed per the city standard procedures. Request for Refund Approved for full refund Approv7d for% refund of Denied (provide explanation) Signature/Initials fee(s) RECTIVED CITY OF T U K 'MLA AUG 3 1 2018 PERMIT CENTER DV6'OOO2- 3015 112th Ave NE #205, Bellevue, WA 98004 P 425.670.6706 F 425.774.8219 8.31.2018 PAGE 1 Rachelle Ripley From: Jerry Hight Sent: Thursday, August 30, 2018 9:58 AM To: Allen Johannessen Cc: Lee Sipe; Bill Centen; Bill Rambo; Rachelle Ripley; Wallace, Alan Subject: RE: Separate permits are being required by City of Tukwila for Buildings 21 and 27!!! After discussing this permit (D18-0002) with all, we (I) decided the following: 1. The applicant will come in and provide the permit center with a request to cancel the D18-0002 permit. We will grant the cancelation and refund 80% of the permit fee (even though they have had inspections). 2. The applicant will submit everything as before (complete application, plans, et cetera) with correct address of the project on each. Lee, Allen, or I will take the new plans to the back plan counter and verify the new plans/submittals are identical to the plans/submittals originally approved by all departments. If so, (re)approve the plans and issue permit. 3. Add note in TRAKiT regarding this email in new permit # and D18-0002. 4. In the meantime, since this is a paper issue and they have a permit (two permits soon) inspections can proceed. Jerry E Hight MCP :nib Building Official 1 City of Tukwila 6300 Southcenter BLVD, Suite 100 1Tukwila, WA 98188 T: 206/431-3675 1F: 206/431-3665 Jerry.Hight@TukwilaWA.gov [2017] http://www.TukwilaWA.gov 21211:1111. PRO? tSYQNAI Rt Sro',iSrk't The City of opportunity, the community of choice. **My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 ** From: Allen Johannessen Sent: Thursday, August 30, 2018 9:42 AM To: Jerry Hight <Jerry.Hight@TukwilaWA.gov> Cc: Lee Sipe <Lee.Sipe@TukwilaWA.gov> Subject: RE: Separate permits are being required by City of Tukwila for Buildings 21 and 27!!! Hi Jerry, I approved the permit for the one building indicated in the application which also is indicated on the plan with dotted lines around that specific stair well revision. I have had conversations with the architect and at the counter with the contractor. I pointed out to the contractor at the counter (and later the assumed architect) what I indicated above. I also explained these are two separate buildings with two separate parcel numbers. We require permits separate for each separate parcel even if the scope of work is the same. I believe I made it clear, one permit for each separate building with its own separate parcel number. I explained we do this with apartments for example where each are being reroofed or renovated. Each building is a separate parcel number and requires separate permits. If I am not clear enough then let me know. Hope this is helpful. Allen From: Jerry Hight Sent: Thursday, August 30, 2018 9:30 AM To: Allen Johannessen <AI.Johannessen@TukwilaWA.gov> Subject: FW: Separate permits are being required by City of Tukwila for Buildings 21 and 27!!! Allen, You performed the review on this(?) and Bill posted Stop Work for separate permit. Is my response correct? Please advise Jerry E Hight MCP "T4 Building Official 1 City of Tukwila 6300 Southcenter BLVD, Suite 1001 Tukwila, WA 98188 T: 206/431-36751F: 206/431-3665 Jerry.Hight@TukwilaWA.gov [2017] http://www.TukwilaWA.gov The City of opportunity, the community of choice. **My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 ** From: Jerry Hight Sent: Thursday, August 30, 2018 6:08 AM To: Wallace, Alan <awallace@williamskastner.com> Cc: Lee Sipe <Lee.Sipe@TukwilaWA.gov> Subject: Re: Separate permits are being required by City of Tukwila for Buildings 21 and 27!!! Hello Alan, I understand your confusion, since one person owns both buildings. However, we issue a separate permit for each address. Otherwise, say an owner of 20 seperate buildings (which we have) could come in and apply for a reroof permit for one building and have five different contractors reroof all 20. Hope this helps, Ill be in the office within the hour if you want to discuss this further. Respectfully Jerry E Hight MCP Building Official 1 City of Tukwila 6300 Southcenter BLVD. Suite 1.00 1 Tukwila. WA 98188 2 T: 206/431-36751F: 206/431-366 Jerry.Hight@TukwilaWA.gov [2018] http://www.TukwilaWA.gov The City of opportunity, the community of choice. **My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 ** From: Wallace, Alan <awallace@williamskastner.com> Sent: Wednesday, August 29, 2018 5:26 PM To: Jerry Hight Subject: FW: Separate permits are being required by City of Tukwila for Buildings 21 and 27!!! Hello Building Code Official Hight — I left a voice mail with you earlier today, and follow up here with excerpts from the approved building permit for retrofitting stairwells at Buildings 21 and 27 at Tukwila Commerce Park, 825 Industry Drive. I understand a stop work was put in place at framing inspection for both buildings. Stated basis is need for City to issue a separate building permit for each building, despite common ownership, and existing permit approval as shown below. Could you call at your earliest convenience? Thank you, Alan Alan L. Wallace Williams Kastner I Attorney at Law 601 Union Street, Suite 4100 Seattle, WA 98101-2380 P: 206-628-6771 1 M: 206-920-6771 www.williamskastner.com 1 Bio 1 V -Card WASHINGTON OREGON ALASKA From: C.E. Kaiser Sent: Monday, August 27, 2018 2:35 PM To: 'Wallace, Alan' <awallace@williamskastner.com> Cc: Monica Aydelotte <maydelotte@bkmmgmt.com> Subject: RE: Separate permits are being required by City of Tukwila for Buildings 21 and 27!!! The building plans clearly identify both buildings as part of the project. We paid a permit fee based on the entire value of the project (i.e. both buildings). Below are some screenshots from the plans the city provided a permit off of. 3 EXISTING BUILDING 22 — *NI (J ----INDUSTRY---DRIVE L EXISTING BUILDING Ni � �I JI -_ ``_EXISTING %'4 BUILDING 21 EXISTING BUILDING 23 _.... EXISTING BUILDING 25 EXISTING BUILDING i SCOPE OF WORK SEE SHEET A2_1 -H H _A, III r r F 8 25 5P 1P0 Y7P 4 m'. F I 1 1 1 9 4' P 14 94 44 E1T TR>r FE1P .EFY OVERALL SECOND FLOOR PLAN - BUILDING 21 AND 27 50.19: stsr.r—,• k;Y—I4 C.E. KAISER !Regional General Manager bkm Management Company O 206.487.7042 IC 602.377.6363 cekaiserAbkmmgmt. com CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. 5 City of Tukwila Department of Community Development February 08, 2018 KIRT NEAL 3015 112 AVE NE - SUITE 205 BELLEVUE, WA 98004 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0002 BKM MANAGEMENT CO - 825 INDUSTRY DR Dear KIRT NEAL, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. All architectural sheets with the stamp and signature shall have date of that signature. See General Note above. 2. Roof detail indicates R-30 insulation. Revise to show R-49 and joist shall be sized accordingly. Show method for ventilation baffle above the insulation and how vented to the exterior. (TABLE C402.1.3) Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans., specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, kat Rachelle Ripley Permit Technician File No. D18-0002 6300.Cnttthepnter Rnnlovnrrl.Cnita ff11)1) • Tn4wiln Wnvhinotnn OR1RR • PAn.ao'7nh_421_2A71) • ti',,v ,11.S_42/_2�KS PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0002 DATE: 02/26/18 PROJECT NAME: BKM MANAGEMENT CO SITE ADDRESS: 825 INDUSTRY DR Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: `1( Building Division Public Works ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator El PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 02/27/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/27/18 Approved ❑ Approved with Conditions Corrections Required ❑ 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 ❑ Ping 0 PW 0 Staff Initials: 12/18/2013 C3ERMBT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0002 DATE: 01/04/18 PROJECT NAME: BKM MANAGEMENT CO SITE ADDRESS: 825 INDUSTRY DR X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 'p -BuC/6\41— Building ilding Division 1AG) I4Pc 11411c Public Works W NIS Fire Prevention Structural X161Planning Division Permit Coordinator ap PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 01/09/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/06/18 Approved Corrections Required nApproved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through.the mail, fax, etc. Date: February 20, 2018 Plan Check/Permit Number: D18-0002 O Response to Incomplete Letter # E Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner O Deferred Submittal # RECEIVED CITY OF TUKW;L/: FEB 2 3 2018 PERMIT CENTER Project Name: BKM MANAGEMENT CO Project Address: 825 INDUSTRY DR Contact Person: Kirt A Neal Phone Number: 425-582-5515 Summary of Revision: Comment #1: Stamp and signature with date was referenced. The drawings submitted are dated 12/27/2017, which is the same date that would be assigned to the stamp. We do not typically include a date directly as part of the stamp and signature. If required, a representative from our office can manually add this to each sheet. Comment #2: Insulation and ventilation at upper roof framing cavity was referenced. Attached sketches show clouded revisions to the detail and elevations show the framing revision with R-49 insulation. Elevations and details show an expanded cavity allowing space for the insulation, air circulation space and sidewall venting. If required a representative from our office can deliver the full revised sheets, or they can be transmitted as PDF by email. Sheet Number(s): Elevations B & C on sheet A4.1, Detail 3 on sheet A5.1 "Cloud" or highlight all areas of revision including date of revision 1 Received at the City of Tukwila Permit Center by: 1 j2/ Entered in TRAKiT on 02_4-3/fr W:\Permit Center (Brenda)\Forms\Permit Center Documents (Word)\Revision Submittal Form.doc Revised: August 2015 D P INC GENERAL CONTRACTOR Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Page 1 of 2 Search L&I A -L Index Help My IA&I Workplace Rights Trades & Licensing D P INC GENERAL CONTRACTORS Owner or tradesperson Principals DODSON, WILLIAM, PRESIDENT Doing business as D P INC GENERAL CONTRACTORS WA UBI No. 601 515 833 19936 BALLINGER WAY NE SEATTLE, WA 98155 206-361-2989 KING County 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. DPINCGC066BU Effective — expiration 01/31/1994— 01/31/2020 Bond Merchants Bonding Co (Mutual) Bond account no. WA28622 $12,000.00 Received by L&I Effective date 12/27/2012 01/31/2013 Expiration date Until Canceled Bond history Insurance .............................. Continental Western Ins Co $1,000,000.00 Policy no. CPA6015605 Received by L&I Effective date 08/10/2017 09/15/2016 Expiration date 09/15/2018 Insurance history Savin Nogs 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, ut some debts may be recorded by other agencies. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601515833&LIC=DPINCGC066BU&SAW= 5/16/2018 D P INC GENERAL CONTRACT ORS No license violations during the previous 6 y€./period. License Violations Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 578,236-01 ................................ Doing business as D P INC Estimated workers reported Quarter 1 of Year 2018 "76 to 100 Workers" L&I account contact T5 / JAVIER PAREDES (360)902-4639 - Email: PAJB235@Ini.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid ......................................................................................... No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 03/05/2014 Inspection no. 316958065 Location 625 Andover Park W. Tukwila, WA 98188 Violations Page 2 of 2 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601515833&LIC=DPINCGC066BU&SAW= 5/16/2018 W: \SEA\16\0013\00\Architectural\Cad\CD\CD\0013_A01.dwg CAU I ION: II- 11-115 SI -ILL SI—ILLI IS NO 1 24"Xib" 1115 A I(EUUUEU I-'I(IN ABBREVIATIONS SYMBOLS L (E) ACOUS A.D. ADJ. AGGR. AL. APPROX. ARCH. ASB. ASPH. BD. BITUM. BLDG. BLK. BLKG. BM. B.O.P. B.O.R. BOT. CAB. C.B. CEM. CER. C.I. C.G. CLG. CLKG. CLO. CLR. C.O. COL. C.O.M. And Angle At Centerline Diameter or Round Pound or Number Existing Acoustical Area Drain Adjustable Aggregate Aluminum Approximate Architectural Asbestos Asphalt Board Bituminous Building Block Blocking Beam Bottom of Panel Bottom of Reveal Bottom Cabinet Catch Basin Cement Ceramic Cast Iron Corner Guard Ceiling Caulking Closet Clear Cased Opening Column Center of Mullion CONC. Concrete CONN. Connection CONSTR. Construction CONT. Continuous C.O.R. Continuous CORR. Corridor CTSK. Countersunk CNTR. Counter CTR. Center DBL. DEPT. D.F. DET. DIA. DIM. DISP. DN. D.O. DR. DWR. DS. D.S.P. DWG E. EA. E.J. EL. ELEC. ELEV. EMER. ENCL. E.P. EQ. EQPT. E.W.C. EXST. EXPO. EXP. EXT. F.A. F.B. F.D. FDN. F.E. F.E.C. F.H.C. FIN. FL. FLASH. FLUOR. F.O.C. F.O.F. F.O.S. FPRF. F.S. FT. FTG. FURR. FU T. GA. GALV. G.B. GL. GND. GR. GYP. H.B. H.C. HDWD. HDWE. H.M. HORIZ. HR. HGT. I.D. INSUL. IN T. Double Department Drinking Fountain Detail Diameter Dimension Dispenser Down Door Opening Door Drawer Downspout Dry Standpipe Drawing East Each Expansion Joint Elevation Electrical Elevator Emergency Enclosure Electrical Panelboard Equal Equipment Electric Water Cooler Existing Exposed Expansion Exterior Fire Alarm Flat Bar Floor Drain Foundation Fire Extinguisher Fire Extinguisher Cab Fire Hose Cabinet Finish Floor Flashing Fluorescent Face of Concrete Face of Finish Face of Stud Fireproof Full Size Foot or Feet Footing Furring Future Gauge Galvanized Grab Bar Glass Ground Grade Gypsum Hose Bibb Hollow Core Hardwood Hardware Hollow Metal Horizontal Hour Height Inside Diameter (Dim.) Insulation Interior Jan. Janitor JT. Joint KIT. Kitchen LAB. LAM. LAV. LKR. LT. MAX. M.C. MECH. MEMB. MET. MFR. MH. MIN. MIR. MISC. M.O. MTD. MUL. Laboratory Laminate Lavatory Locker Light Maximum Medicine Mechanical Membrane Metal Manufacturer Manhole Minimum Mirror Miscellaneous Masonry Opening Mounted Mullion N. North N.I.C. Not In Contract NO. or # Number NOM. Nominal N.T.S. Not To Scale 0.A. OBS. 0.C. 0.D. OFF. OPNG. OPP. PRCST. PL. P.LAM. PLAS. PLYWD. PR. PT. P.T.D P.T.D/R PTN. P.T.R. Q.T. R. RAD. R.D. REF. REFR. RGTR. REINF. REQ. RESIL. RM. R.O. RWD. R.W.L. S. S.C. S.C.D. SCHED. S.D. SECT. SH. SHR. SHT. SIM. S.N.D. S.N.R. SPEC. SQ. S.ST. S.SK. STA. STD. STL. STOR. STRL. SUSP. SYS. TRD. T.B. T.C. TEL. TER. T. Sc G. THK. T.O.P. T.O.R. T.P. T.P.D. T.V. T.W. TYP. UNF. U.O.N. UR. Overall Obscure On Center Outside Diameter (Dim.) Office Opening Opposite Pre—cast Plate Plastic Laminate Plaster Plywood Pair Point Paper Towel Dispenser Combination Paper Towel Partition Paper Towel Receptacle Quarry Tile Riser Radius Roof Drain Reference Refrigerator Register Reinforced Required Resilient Room Rough Opening Redwood Rain Water Leader South Solid Core Seat Cover Dispenser Schedule Soap Dispenser Section Shelf Shower Sheet Similar Sanitary Napkin Dispenser Sanitary Napkin Receptacle Specification Square Stainless Steel Service Sink Station Standard Steel Storage Structural Suspended Symmetrical Tread Towel Bar Top of Curb Telephone Terrazzo Tongue and Groove Thick Top of Panel Top of Reveal Top of Pavement Toilet Paper Dispenser Television Top of Wall Typical Unfinished Unless Otherwise Noted Urinal VERT. Vertical VEST. Vestibule W. W W.C. WD. w/o WP WSCT. WT. West With Water Closet Wood Without Waterproof Wainscot Weight OFFICE PFFICE ALIGN ROOM NAME 0000 ROOM NUMBER DOOR NUMBER 00 WINDOW NUMBER (OPTION #1) D (OPTION #2) D A C A OFFICE 100 B C CT 1 B 1 EXIT DETAIL REFERENCE SHEET NUMBER DETAIL SECTION REFERENCE SHEET NUMBER DETAIL SECTION REFERENCE SHEET NUMBER EXTERIOR ELEVATION REFERENCE SHEET NUMBER INTERIOR ELEVATION VIEW INTERIOR ELEVATION REFERENCE SHEET NUMBER INTERIOR ELEVATION VIEW ROOM NAME SHEET NUMBER KEYNOTE INDICATOR FINISH INDICATOR REVISION FLOOR MATERIAL TYPE FLOOR NOTE WALL MATERIAL TYPE WALL NOTE BASE MATERIAL TYPE BASE NOTE WALL TYPE INDICATOR ILLUMINATED EXIT SIGN, 1 FOOT CANDLE MIN. AT FLOOR LEVEL. (BATTERY BACKUP) TUKWILA COMMERCE CENTER ' } �� .lex 6'';�,., �+t vs\^�s�.'��!f�§fu,3,atiaka`�re"u�:LS6v"�.tia^,vs�wkt�'�,,'tit,�..f;�?,�J��Lmx`st�d?'±4k�`.u.7,x�:R3p ..`��'s'3£3fs3.an:�., t UbfG�,v3,�:.? `;,;,�;,ttoi �,.:A'�-';vzit �„t.rs ,�✓xl..,`.�,,a�,;`?L ,NR.;fn'.f n�nb3�4�Pa's`r`J,f+�mtf; 1,?3.�xt;e�s' STAIR ENCLOSURE CLADDING 825 INDUSTRY DRIVE TUKWILA, WASHINGTON 98188 PROJECT DATA OWNER SHEET INDEX VICINITY MAP PROJECT SITE PROJECT SCOPE: BUILDING DEPARTMENT: BUILDING CODES. OCCUPANCY CLASSIFICATION. FIRE PARTITION' TYPE OF CONSTRUCTION: SPRINKLERED: NUMBER OF STORIES. ASSESSOR'S PARCEL NO.: OCCUPANT LOADS: PROJECT INCLUDES RE—CLADDING OF ENTRY ENCLOSURES WITH RE—CONSTRUCTION OF WINDOW OPENINGS AND ROOF CONFIGURATION TO ADDRESS ONGOING MAINTENANCE AND WATER INFILTRATION CONCERNS. CITY OF TUKWILA 2015 INTERNATIONAL BUILDING CODE 2014 NATIONAL ELECTRIC CODE 2015 INTERNATIONAL MECHANICAL CODES 2015 UNIFORM PLUMBING CODE 2015 INTERNATIONAL FIRE CODE 2015 WASHINGTON STATE AMENDMENTS 2015 WASHINGTON STATE ENERGY CODE BUSINESS GROUP B NOT APPLICABLE CONSTRUCTION TYPE — IIIB NOT—SPRINKLERED TWO 252304-9034 EXISTING OCCUPANT LOADS REMAIN UNCHANGED; CORRIDORS, STAIRS, DOORS AND ALL OTHER COMPONENTS OF THE EGRESS PATH REMAIN UNCHANGED; ONLY EXTERIOR CLADDING AND ROOF ARE IMPACTED. BKM MANAGEMENT COMPANY 601 STRANDER BLVD. TUKWILA WA 98188 C.E. KAISER PH: (206) 487-7042 GENERAL CONTRACTOR DP INC. 19936 BALLINGER WAY NE SEATTLE, WA TRYGVE OYE PH: (206) 361-2989 ARCHITECT WARE COMB 3015 112th AVENUE NE, SUITE 205 BELLEVUE. WASHINGTON. 98004 JONATHAN THOMAS PH: 425 670-6706 FAX: 425 774-8219 ARCHITECT'S CONSULTANTS STRUCTURAL ENGINEER DIBBLE ENGINEERS INC. 1029 MARKET STREET KIRKLAND, WA 98033 PH: (425) 828-4200 ARCHITECTURAL (8 SHEETS) A0.1 TITLE SHEET A0.2 GENERAL NOTES A0.3 STRUCTURAL NOTES AND DETAILS A1.1 OVERALL SITE PLAN A2.1 FIRST AND SECOND FLOOR PLANS — BUILDING 21 AND 27 A3.1 EXTERIOR ELEVATIONS A4.1 PARTIAL FLOOR PLANS, ELEVATION AND SECTION — BUILDING 21 AND 27 A5.1 DETAILS REVISIONS — No changes shall bo made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a nc;.v plan submittal and may include additional plan revi^vJ fee; FILE COPY Permit No. 171 YL. Plan review approval is subject to errors and omissions. Approval of construction documents doos not authorize the violation of any adopted coda or ordi cnc . Marc,; t of approved Field .py a;rconditions is acknowlod•gad: By: Date: I SEI i't; Er ,cl n cal Plc�trlcal umbsng 19:CM3 Piping C City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED MAR 01 2018 >rJ City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 2 3 2018 PERMIT CENTER �ORRE irl- N R# .4.1116..0 1- W r m W Y 0 ffi 0 >- -4 a 6 D W CO 1- 0 z x 0 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB rZCZ .01a) O( umi II E E O U c cn .N 0) :a nsJ 0 a\ ccI 825 INDUSTRY DRIVE TUKWILA, WASHINGTON 98188 PA / PM: J. THOMAS DRAWN BY: — JOB NO.: SEA16-0013-00 SHEET A0.1 Tue, 20 Feb 2018 W: \SEA\16\0013\00\Architectural\Cad\CD\CD\0013_A02.dwg C..AU I ION: II- I HIS SHlE I IS NUI 14"X3bi" I I IS A t<EU ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. 0 w 0 W WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE lu.l Ocucu O ,ctS 1 Icc- 41‹ a. C W . cz4 'II< In RSJ TUKWILA COMMERCE CENTER V u W co co OC z U C, O W o CO VJ O J 0 W Q c VJ GENERAL NOTES REMARKS DEMOLITION NOTES PERMIT RE—SUBMITTAL GENERAL PROJECT NOTES FIRE AUTHORITYT O S 27. 28. 29. 30. 31. DO NOT PERFORM ANY WORK THAT WILL VOID WARRANTIES OF EXISTING WEATHER EXPOSED OR MOISTURE RESISTANT ELEMENTS WITHOUT PRIOR APPROVAL FROM THE OWNER. ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY TOXIC MATERIALS, INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY TO ITS EXISTENCE OR REMOVAL. THE OWNER WILL TAKE ACTION FOR DIRECTLY CONTRACTING WITH A CONSULTANT OR SPECIALIST, LICENSED BY THE STATE, FOR SUCH SERVICES SHOULD THOSE SERVICES BE REQUIRED ON THE PROJECT. W THE EXISTING BUILDING CONSTRUCTION IS CLASSIFIED SUCH THAT FIREPROOFING INSULATION IS PRESENT, THEN THE CONTRACTOR, PRIOR TO STARTING ANY WORK, SHALL VERIFY THE CURRENT FIRE -RESISTANCE RATING(S) OF THE EXISTING BUILDING ELEMENT(S). IF THE EXISTING FIREPROOFING INSULATION IS DAMAGED/AFFECTED DURING THE COURSE OF THE WORK, AS DEFINED BY THIS PROJECT SCOPE, THEN THE CONTRACTOR SHALLTHE PATCH/REPAIR THE FIREPROOFING INSULATION TOA CONDITION THAT SHALL MATCH OR EXCEED THE ORIGINAL FIRE -RESISTANCE RATING(S) OF THE EXISTING BUILDING ELEMENT(S). CONTRACTOR TO RELOCATE AND REUSE EXISTING DOORS AND HARDWARE WHERE POSSIBLE. EXISTING DOORS TO REMAIN U.O.N. 1. DRAWINGS OF EXISTING CONDITIONS HAVE BEEN COMPILED FROM EXISTING DATA SUPPLIED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT MAKES NO WARRANTY, EITHER EXPRESS OR IMPLIED, FOR THE ACCURACY OF THE COMPLETENESS OF THE EXISTING INFORMATION RECORDED. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE IN THE COURSE OF THE DEMOLITION WORK. 2. VERIFY LOCATIONS OF EXISTING MECHANICAL, PLUMBING AND ELECTRICAL UTILITIES. LOCATE AND PROTECT UTILITIES TO REMAIN. DISCONNECT, REMOVE BACK TO NEAREST JUNCTION BOX OR PANEL, AS REQUIRED, AND CAP DESIGNATED UTILITIES WITHIN THE DEMOLITION AREA. REFER TO THE MECHANICAL,PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. 3. EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON DEMOLISHED WALLS ARE TO BE REMOVED INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. LOCATIONS ARE TO BE PATCHED AND REPAIRED TO BE FLUSH WITH ADJACENT WALL SURFACE. 4. WHERE PLUMBING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PLUMBING PIPES OCCUR, CAP LINES BEHIND FINISHED SURFACES. PATCH AND REPAIR AS REQUIRED. 5. ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, 1. FINAL INSPECTION BY FIRE DEPARTMENT IS REQUIRED - SCHEDULE 72 HOURS IN ADVANCE. 2. THE PROJECT ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER LOCAL FIRE DEPARTMENT STANDARDS. 3. AN UNOBSTRUCTED ALL-WEATHER FIRE APPARATUS ACCESS ROAD SHALL BE IN PLACE PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE SITE. 4. FIRE PREVENTION WATER SERVICE SHALL BE IN SERVICE PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE SITE. 5. ACCESS GATES SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE IN COMPLIANCE WITH LOCAL FIRE AUTHORITY. 6. FIRE SPRINKLER SYSTEM(S) SHALL MEET STATE &LOCAL FIRE CODES AND BE , PROVIDED TO PROTECT ENTIRE BUILDING INCLUDING PROJECTIONS OVER 4 -0 AND SPRAY BOOTH. 7. FIRE SPRINKLER SYSTEM(S) AND ALL CONTROL VALVES, INCLUDING EXTERIOR SHALL BE SUPERVISED BY A U.L. LISTED CENTRAL ALARA STATION OR PER STATE &LOCAL FIRE CODES. 8. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND WATER -FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS (100) OR MORE. 9. ELECTRICAL SUBCONTRACTORS TO INSTALL WIRING FOR FIRE SPRINKLER, ALARM BELL AND TELEPHONE WARNING AS REQUIRED BY FIRE DEPARTMENT. 10. INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH STATE & LOCAL FIRE CODES. 11. COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIXED FIRE PROTECTION EQUIPMENT INCLUDING AUTOMATIC SPRINKLERS AND OTHER FIRE -PROTECTION SYSTEMS, SHALL BE SUBMITTED BY INSTALLING CONTRACTOR. SUCH PLANS SHALL BE APPROVED BY LOCAL FIRE AUTHORITY PRIOR TO INSTALLATION. 12. LOCATIONS AND CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH STATE 8c LOCAL FIRE CODES AND PLACEMENT IS SUBJECT TO THE APPROVAL OF THE FIRE INSPECTOR. VERIFY QUANTITY & EXACT LOCATION FROM FIRE DEPARTMENT PRIOR TO ORDERING. 13. AT LEAST ONE (1) FIRE EXTINGUISHER WITH A MINIMUM RATING OF: 2 -A -10B: C (FOR OFFICE), OR 10 -A -80B: C (FOR WAREHOUSE), SHALL BE PROVIDED WITHIN 75'-0" MAXIMUM TRAVEL DISTANCE FOR EACH 3,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 14. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH STATE & LOCAL FIRE CODES. THE STORAGE AND USE OF HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO ANY MATERIALS BEING STORED OR USED ON SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS. 15. BUILDING(S) NOT APPROVED FOR HIGH -PILED STOCK (MATERIALS IN CLOSELY PACKED PILES OR ON PALLETS, OR IN RACKS WHERE THE TOP OF STORAGE EXCEEDS 12'-0" IN HEIGHT, AND 6'-0" FOR GROUP "A" PLASTICS AND CERTAIN OTHER HIGH -HAZARD COMMODITIES). HIGH -PILED STOCK SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO MATERIALS BEING STORED ON SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR HIGH -PILED STORAGE IN ACCORDANCE WITH STATE & LOCAL FIRE CODES. 16. A LETTER OF INTENDED USE MAY BE REQUIRED BY THE FIRE INSPECTOR. 17. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATING. 18. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO ALL APPLICABLE BUILDING AND FIRE CODES. 19. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 20. PROVIDE OR MODIFY AS NEEDED SPRINKLER ALARM AND SMOKE DETECTION SYSTEM PER APPLICABLE CODES INCLUDING IF NECESSARY FIR HORNS, STROBE LIGHTS, CONTROL PANEL CONNECTIONS, SMOKE DETECTORS, AUDIO VISUAL ALARMS. SUBMIT SHOP DRAWINGS TO THE FIRE MARSHAL FOR APPROVAL. GENERAL NOTES: 1. THIS PROJECT AND ALL WORK ASSOCIATED WITH PROJECT SHALL CONFORM TO STATE AND LOCAL CODES AND ORDINANCES HAVING JURISDICTION OVER THIS PROJECT. 2. THE TERM "ARCHITECT" OR "DESIGNER" AS USED IN THESE DOCUMENTS REFERS TO WARE MALCOMB. 3. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE OF PROCEDURE, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4. THE DESIGN ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. DURING DEMOLITION AND/OR CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER OR ARCHITECT. 5. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OF PLANS FOR BID PURPOSES PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. 6. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR EXAMINING CONTRACT DOCUMENTS, FIELD CONDITIONS, AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION ITEMS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION OR RELATED WORK. 7. CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES "AS -BUILT DRAWINGS" AND SHALL PROVIDE SAID DOCUMENTATION TO THE ( ) ARCHITECT UPON COMPLETION OF CONSTRUCTION - NO EXCEPTION ALLOWED. 8. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE TO COORDINATE WITH ALL SUBCONTRACTORS PER REQUIREMENTS ESTABLISHED BY OWNER, TENANT, BOTH, WHICH ARE UNDER SEPARATE CONTRACT WITH THE OWNER, OR TENANT, OR BOTH. 9. THE STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, OTHER DRAWINGS, AND JOB SPECIFICATIONS ARE SUPPLEMENTARY TO ARCHITECTURAL CONSTRUCTION DRAWINGS. ANY DISCREPANCY BETWEEN THESE DOCUMENTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. 10. THE INTENT OF DRAWINGS AND SPECIFICATIONS IS TO INCLUDE ALL LABOR, MATERIALS AND SERVICES NECESSARY FOR THE COMPLETION OF ALL WORK SHOWN, DESCRIBED, OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS. 11. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, U.O.N. 12. ANY WORK INSTALLED IN CONFLICT WITH THE CONSTRUCTION DRAWINGS, WITHOUT THE PRIOR APPROVAL OF THE OWNER AND THE ARCHITECT SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 13. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR THAT WILL CAUSE A DELAY IN THE CONSTRUCTION COMPLETION SCHEDULE. THE CONTRACTOR SHALL SUBMIT CONFIRMATIONS OF DELIVERY DATES FOR ORDERS OF MATERIALS AND EQUIPMENT HAVING LONG LEAD TIMES. 14. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING AND WILL BE CONSIDERED ONLY IF BETTER SERVICE FACILITIES, A MORE ADVANTAGEOUS DELIVERY DATE, OR A LOWER PRICE WITH CREDIT TO THE OWNER / TENANT WILL BE PROVIDED WITHOUT SACRIFICING QUALITY, APPEARANCE, AND FUNCTION. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. 15. PROJECT SPECIFICATIONS ARE AN INTEGRAL PART OF THESE PLANS - SUBSTITUTIONS FOR SPECIFIED MATERIALS REQUIRE THE WRITTEN APPROVAL FROM THE ARCHITECT. 16. UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL SUBMIT ONE(1)SET OF SHOP DRAWINGS. SHOP DRAWINGS SHOULD INCLUDE DETAILED, FABRICATION AND ERECTION DRAWINGS, SETTING DRAWINGS, DIAGRAMMATIC DRAWINGS, AND MATERIAL SCHEDULES. LOCATION AND ORIENTATION OF ALL ITEMS SHOULD BE CLEARLY INDICATED. BEGIN FABRICATION OF SHOP ITEMS AFTER RECEIVING ARCHITECT'S OR DESIGNER'S APPROVAL OF SHOP DRAWINGS. 17. THE ARCHITECT'S REVIEW OF SHOP DRAWINGS SHALL NOT RELIEVE THE GENERAL CONTRACTOR OR SUBCONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS UNLESS HE HAS, IN WRITING, AND BROUGHT TO THE ATTENTION OF THE ARCHITECT SUCH DEVIATIONS AT THE TIME OF THE SUBMISSION, NOR SHALL IT RELIEVE HIM (GENERAL CONTRACTOR) FROM RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS. 18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING PERMITS PRIOR TO STARTING CONSTRUCTION. 19. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL HAVE EVIDENCE OF CURRENT WORKMAN'S COMPENSATION INSURANCE COVERAGE ON FILE WITH THE STATE LABOR DEPARTMENT IN COMPLIANCE WITH CURRENT LABOR CODES. 20. PROVIDE CONTINUOUS INSPECTIONS AS SET FORTH IN STATE AND LOCAL CODES AND PER CONTRACT DOCUMENTS AS NEEDED. 21. PRIOR TO THE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY FOR THIS PROJECT, THE GENERAL CONTRACTOR SHALL SUBMIT A SIGNED CERTIFICATE TO THE DEPARTMENT OF BUILDING AND SAFETY STATING THAT ALL WORK HAS BEEN PERFORMED AND MATERIALS INSTALLED ACCORDING TO THE PLANS AND SPECIFICATIONS AFFECTING NON-RESIDENTIAL ENERGY. 22. CONTRACTOR SHALL VERIFY ALL BUILDING STANDARDS WITH BUILDING LANDLORD PRIOR TO BEGINNING ANY WORK. HOWEVER, THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACTOR DOCUMENTS WITHOUT THE ARCHITECT'S WRITTEN APPROVAL THEREOF. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD THE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES. DRAWING NOTES: 1. UNLESS OTHERWISE NOTED SHALL BE TO FACE OF OR CENTERLINE OF GRIDS. 2. ALL VERTICAL DIMENSIONS 3. DIMENSIONS SHOWN IN FROM DRAWINGS. LARGE SMALLER SCALE DRAWINGS. 4. THE TERM "ALIGN", AS ACCURATELY LOCATE FINISHES 5. "TYPICAL" AS USED IN THE SAME OR REPRESENTATIVE U.O.N. 6. DETAILS ARE USUALLY FIRST OCCUR AND ARE THROUGHOUT, U.O.N. 7. COLUMN CENTERLINES (GRID 8. WHERE CONSTRUCTION THE WORK THE DETAILS ' THE SAME BUILDING. INTERIOR l EXTERIOR 1. WHERE ELECTRICAL, MECHANICAL- DUCTS, PIPING, DOWNSPOUTS, SLABS, FLOORS, STRUCTURAL REQUIRED THAT AN APPROPRIATELY FURNISHED. CONTRACTOR WITH THE CONSTRUCTION STRUCTURAL, MECHANICAL, ARCHITECT'S ATTENTION 2. CONTRACTOR, ALONG WITH LOCATE ACCESS DOORS/PANELS TO PROVIDE ACCESS TO WORK. CONTRACTOR SHALL LOCATIONS TO ARCHITECT 3. ALL PENETRATIONS AT RATING. 4. WHERE OCCURS, CONTRACTOR CEILINGS AS NEEDED TO DAMAGES CAUSED BY CONTRACTOR. 5. INTERIOR WALLS AND CEILINGS LOCAL CODES, INCLUDING DENSITY RATINGS FOR FINISH 6. WHEN USED, ALL NOISE BATTS SHALL BE NON-COMBUSTIBLE OZONE DEPLETING COMPOUNDS. 7. ALL NEW CONSTRUCTION 8. OUR FIELD VERIFICATION IMMEDIATELY AND READILY REMOVAL OF ANY PERMANENT JOB SITE NOTES: 1. WHERE EXISTING TENANTS/BUSINESSES THE CONTRACTOR SHALL CONSTRUCTION SHALL OCCUR SHOULD NOTIFY BUILDING ADVANCE PRIOR TO WORK. 2. THE CONTRACTOR AT HIS SURROUNDING AREA FREE CONFORMANCE WITH THE REGULATIONS OF THE STATE 3. CONSTRUCTION DEBRIS SITE. THE CONTRACTOR LOCATION OF DISPOSAL 4. CONTRACTOR SHALL BE AFTER ITS COMPLETION. NOT BE LIMITED TO, THE PATH OF TRAVEL TO THE CORRIDOR CARPETS. 5. THE CONTRACTOR SHALL PER STATE AND LOCAL 6. IF TRENCHES OR EXCAVATIONS ISSUANCE OF A BUILDING 7. NO HAZARDOUS MATERIALS WHICH DOES NOT COMPLY COUNTY REQUIREMENTS. 8. CONTRACTOR SHALL BE AIR GRILLES, DIFFUSERS AIR DISTRIBUTION SYSTEMS. 9. BUILDINGS UNDERGOING DONE SO IN ACCORDANCE 10. THE CONTRACTOR SHALL SAFETY OF THE OCCUPANTS 11. THE CONTRACTOR SHALL BUILDING AND SITE WHILE COMPLETED. OR INDICATED, ALL DIMENSIONS CURB, FACE OF CONCRETE SHOWN ARE FROM FLOOR FIGURES TAKE PRECEDENCE SCALE DRAWINGS AND DETAILS USED IN THESE DOCUMENTS, IN THE SAME PLANE. THESE DOCUMENTS SHALL FOR ALL SIMILAR KEYED AND NOTED "TYPICAL" REPRESENTATIVE OF ALL SIMILAR LINES) ARE SHOWN FOR DETAILS ARE NOT SHOWN OR SHALL BE THE SAME AS NOTES: AND/OR PLUMBING ETC. ARE TO PENETRATE FRAMING, WALL PARTITIONS, SIZED OPENING SHALL COORDINATE THE DOCUMENTS PRIOR TO THE PLUMBING AND ELECTRICAL FOR CLARIFICATION. MECHANICAL CONTRACTOR, IN WALL & CEILING MECHANICAL, FIRE SPRINKLER, SUBMIT A PLAN OF ALL FOR APPROVAL PRIOR TO RATED CONSTRUCTION SHALL SHALL PATCH ANY REFURBISH THE LEASE SPACE SHALL BE INSTALLED REQUIREMENTS FOR FLAME MATERIALS. BARRIER BATTS (SOUND INSULATION) AND SHALL NOT MATERIALS SHALL BE 100% IS BASED ON THOSE BUILDING VISIBLE WITHOUT THE USE ELEMENTS. ARE ADJACENT MINIMIZE CONSTRUCTION AT NON -TYPICAL BUSINESS REPRESENTATIVE OF SPECIAL OWN EXPENSE, SHALL KEEP FROM DUST AND DEBRIS. AIR AND WATER POLLUTION DEPARTMENT OF HEALTH. AND WASTES SHALL BE DEPOSITED SHALL INFORM THE BUILDING SITES. RESPONSIBLE FOR THE GENERAL WHERE APPLICABLE, CLEANING EXTERIOR AND THE INTERIOR JOB SITE, PARKING LOTS, PROVIDE PEDESTRIAN PROTECTION, CODES. 5'-0" OR MORE IN OR GRADING PERMIT. SHALL BE USED OR STORED WITH THE LOCAL FIRE AUTHORITY RESPONSIBLE FOR BLOCKING & DUCTS TO KEEP DUST CONSTRUCTION, ALTERATION WITH STATE & LOCAL CODES. TAKE ALL NECESSARY PRECAUTIONS AND WORKERS AT ALL BE RESPONSIBLE FOR THE JOB IS IN PROGRESS AND ON THESE DOCUMENTS OR MASONRY, FACE OF FINISH SLAB, U.O.N. OVER DIMENSIONS SCALED TAKE PRECEDENCE OVER SHALL MEAN TO MEAN THAT THE CONDITION IS CONDITIONS THROUGHOUT, ONLY ONCE, WHEN THEY CONDITIONS DIMENSIONING PURPOSES. NOTED FOR ANY PART OF FOR OTHER SIMILAR WORK IN ITEMS, SUCH AS LIGHTS, ANY BUILDING FOOTINGS, CEILINGS, ETC., IT IS OR CLEARANCE BE INSTALLATION OF ALL ITEMS INSTALLATION OF WORK. ANY CONFLICT OR THE SHALL PROVIDE AND CONSTRUCTION AS REQUIRED PLUMBING & ELECTRICAL PROPOSED ACCESS PANEL INSTALLATION. BE PROTECTED TO MAINTAIN EXISTING WALLS AND/OR AND REPAIR ALL IN ACCORDANCE TO STATE & SPREAD AND SMOKE AND INSULATION CONTAIN OR UTILIZE ASBESTOS -FREE. ELEMENTS WHICH ARE OF DEMOLITION OR TO THE JOB SITE/TENANT, NOISE - EXTREME NOISE HOURS. CONTRACTOR CIRCUMSTANCES IN THE PROJECT AND THE WORK SHALL BE IN CONTROL STANDARDS AND AT AN APPROPRIATE REPRESENTATIVE OF THE CLEANING OF THE JOB SHALL INCLUDE, BUT OF THE BUILDING, THE ELEVATORS, LOBBIES, AND WHERE REQUIRED DEPTH ARE REQUIRED, OBTAIN WITHIN THE BUILDING AND STATE & OFF SUPPLY AND RETURN FROM ENTERING INTO BUILDING OR DEMOLITION SHALL BE TO ENSURE THE TIMES. COMPLETE SECURITY OF THE UNTIL THE JOB IS RECEIVED CITY OF TUKWILA FEB 2 3 2018 PERMIT CENTER GLAZING N TELEPHONE, PLUMBING AND MECHANICAL DEVICES NOT OTHERWISE INDICATED ON THESE CONSTRUCTION DRAWINGS SHALL BE REMOVED IN A CAREFUL MANNER SO AS NOT TO DAMAGE ADJOINING CONSTRUCTION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING � 1. 2. 3. 4. 5. 6. EACH LIGHT SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE AND THICKNESS OF THE GLASS. GLASS SHALL BE FIRMLY SUPPORTED ON ALL FOUR EDGES. FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATION. ALL GLAZING WITHIN A 24" ARC OF EITHER EDGE OF A DOOR AND WITHIN 60" OF THE FLOOR SHALL BE TEMPERED. (SAFETY GLASS) ALL GLASS SHALL COMPLY WITH THE REQUIREMENTS OF STATE AND LOCAL CODES AND THE U.S. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS. WHERE JOINTS ARE REQUIRED IN MULTIPLE LITE SITUATIONS, SILICON IS TO BE PROVIDED U.O.N. UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF HIS WORK. 7. ALL EXISTING BUILDING UTILITIES SHALL REMAIN IN OPERATION DU E RING CONSTRUCTION. PROVIDE REROUTING OF UTILITIES SERVING ADJACENT AREAS THAT ARE TO MAINTAIN UNINTERRUPTED SERVICE. ANY TEMPORARY SUSPENSION OF SERVICE SHALL BE COORDINATED AND APPROVED BY THE FACILITY MANAGER, NOT LESS THAN 24 -HOURS IN ADVANCE. 8. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS. 9. THE DEMOLITION PLAN KEYNOTES ARE DIAGRAMMATIC AND GENERAL IN NATURE. THE INTENT IS TO ILLUSTRATE THE COMPLETE DEMOLITION OF THE SPACES INDICATED UNLESS NOTED OTHERWISE. FIELD VERIFICATION OF EXISTING CONDITIONS AND SPECIFIC QUANTITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. 10. REMOVAL AND DISPOSAL OF DEMOLITION DEBRIS IS THE RESPONSIBILITY OF THE CONTRACTOR. VERIFY THE HAULING ROUTE THROUGH THE BUILDING, THE DEMOLITION STAGING AREA, AND THE LOCATION OF THE DUMPSTERS WITH THE OWNER PRIOR TO THE START OF DEMOLITION. DISPOSAL OF RUBBISH SHALL BE DONE IN A LEGAL MANNER. 11. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY DEMOLISHED ITEM. VERIFY ITEMS TO BE SALVAGED WITH THE OWNER PRIOR TO THE START OF DEMOLITION. REMOVE, PROTECT, CLEAN, REPAIR FOR REUSE AND TURN OVER SUCH ITEMS AS DIRECTED BY THE OWNER. 12. IN ORDER TO INSTALL SOME OF THE NEW WORK (INCLUDING, BUT NOT LIMITED TO MECHANICAL, PLUMBING OR ELECTRICAL) IT WILL BE NECESSARY FOR THE CONTRACTOR AND HIS SUBCONTRACTORS TO REMOVE AND REPLACE (OR REFINISH) EXISTING WALLS, FLOORS, OR CEILING IN THE AREAS OF THE BUILDING NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL INCLUDE ALL RELATED COSTS IN HIS BASE BID, WHETHER SHOWN ON THESE PLANS OR NOT. 13. PROTECT ADJACENT SPACES NOT SCHEDULED FOR DEMOLITION. PATCH AND REPAIR DAMAGED FINISHES, ITEMS AND FIXTURES TO REMAIN AND/OR REPLACE IN KIND TO MATCH EXISTING FROM DAMAGE DURING THE PROGRESS OF THE WORK. PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE AND AS INDICATED TO INSURE PUBLIC SAFETY AND TO ALLOW BUILDING OCCUPANCY. CONTRACTOR TO SUBMIT FOR APPROVAL, BARRIER LOCATIONS, AND METHOD OF CONSTRUCTION TO THE ARCHITECT PRIOR TO INSTALLATION. 14. NO STRUCTURAL ELEMENTS ARE INCLUDED IN THIS SCOPE OF WORK. 15. PROVIDE DUST BARRIERS AROUND OPENINGS, TO AND FROM THE CONSTRUCTION AREA. PROVIDE ALL MEANS NECESSARY TO INHIBIT DUST FROM ENTERING OTHER PORTIONS OF THE FACILITY. SUBMIT BARRIER LOCATIONS TO THE ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. 16. PROVIDE ADEQUATE SHORING, BRACING, BARRICADES AND PROTECTIVE MEASURES AS REQUIRED TO SAFELY EXECUTE THE WORK IN THE CONSTRUCTION AREA AND THE AREAS ADJACENT TO THE CONSTRUCTION AREA. CEASE OPERATIONS AND NOTIFY THE ARCHITECT IMMEDIATELY IF THE STRUCTURE APPEARS TO BE ROOF NOTES ENDANGERED. DO NOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVE BEEN TAKEN. 17. CONTRACTOR SHALL MAINTAIN REQUIRED MEANS OF EGRESS AND ENSURE THAT EXIT ROUTES ARE SIGNED, LIGHTED AND PROTECTED IN ACCORDANCE WITH CODE REQUIREMENTS. RELOCATE EXISTING AND/OR PROVIDE SMOKE PROTECTORS AND LIFE SAFETY EQUIPMENT FOR ADEQUATE COVERAGE. 18. PROVIDE TEMPORARY NON-COMBUSTIBLE CONSTRUCTION BARRIERS WHERE REQUIRED BY CODE AND THE GOVERNING FIRE AUTHORITY. MINIMUM REQUIREMENTS: A. FULL HEIGHT WALL FROM FLOOR TO CEILING. B. STUDS AT 24" O.C., WITH 5/8" TYPE 'X' GYPSUM BOARD. C. NON-COMBUSTIBLE ACCESS DOOR WITH (3) HINGES AND SPRING CLOSER. 19. SURVEY EXISTING FLOORS AND CLEARLY MARK ON FLOOR SURFACE THE LOCATIONS OF ALL BEAMS AND JOISTS. MARK ALL CORE DRILL PENETRATIONS AND RECEIVE STRUCTURAL ENGINEER'S APPROVAL PRIOR TO DRILLING CONCRETE. 20. CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL. PNEUMATIC TOOLS ARE NOT ALLOWED WITHOUT PRIOR APPROVAL. 21. ALL CORE DRILLING OR OTHER NOISY WORK SHALL BE SCHEDULED 48 -HOURS IN ADVANCE WITH THE OWNER. 22. APPLY CEMENT BASE FLOOR PATCH AS REQUIRED TO FILL DINGS, NAIL HOLES, CHIPS AND CRACKS. 23. AT FLOOR AREAS SCHEDULED TO RECEIVE NEW FLOOR COVERING, REMOVE EXISTING FLOOR COVERING AND PREPARE SUBSTRATE FOR NEW FLOOR COVERING PER SPECIFICATIONS AND MANUFACTURER'S REQUIREMENTS. 24. AT ABANDONED PENETRATIONS OF FIRE RATED WALLS, CEILING OR FLOOR CONSTRUCTION, COMPLETELY SEAL VOIDS WITH FIRE RATED MATERIAL TO FULL THICKNESS OF THE PENETRATED ELEMENT. ALL PATCHING OF EXISTING WORK TO REMAIN SHALL MATCH FINISH PER SCHEDULE OR WHERE UNSCHEDULED TO MATCH EXISTING FINISHES TO REMAIN, AND SHALL MEET OR EXCEED FIRE RATING INDICATED ON FLOOR PLAN AND AS REQUIRED BY THE FIRE/LIFE SAFETY INSPECTOR. 25. COORDINATE EXISTING SPRINKLER UNE AND HEAD LOCATION WITH NEW PLAN. SUBMIT SPRINKLER SHOP DRAWINGS TO ARCHITECT FOR REVIEW WITH THE CITY FIRE DEPARTMENT. 26. CONTRACTOR IS RESPONSIBLE FOR BUILDING SECURITY DURING DEMOLITION PHASE. PROTECT ALL OPENINGS FROM WEATHER CONDITIONS AND SECURE THEM TO PREVENT VANDALISM. 1. SEE MECHANICAL DRAWINGS FOR HVAC EQUIPMENT, SHAFT, AND PENETRATION LOCATIONS. 2. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PLATFORMS AND BASES, POWER, WATER AND DRAIN LOCATIONS AND INSTALLATION REQUIREMENTS WITH EQUIPMENT MANUFACTURERS PRIOR TO PROCEEDING WITH WORK. CHANGES TO ACCOMMODATE FIELD CONDITIONS OR MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT ADDITIONAL CHARGE TO OWNER. 3. MECHANICAL AND PLUMBING EQUIPMENT PLATFORM DIMENSIONS SHALL BE A MINIMUM OF 0'-8" ABOVE ADJACENT ROOF ELEVATION. 4. VENTS THROUGH THE ROOF SHALL BE INSTALLED 10'-0" FROM AND TERMINATED 3'-0" ABOVE ANY FRESH AIR INTAKES. 5. ORIENT SKYLIGHT/SMOKE HATCH HINGES TOWARD THE PREVAILING WIND. 6. SEE PLUMBING DRAWINGS FOR ALL ROOF DRAIN SIZES. 7. LEAD FLASHING TO BE USED AT ALL ROOF DRAIN AND OVERFLOW PENETRATIONS. 8. OVERFLOW SCUPPERS SHALL BE LOCATED 2 INCHES ABOVE THE LOW POINT OF THE ADJACENT FINISHED ROOF. 9. ALL INDIRECT WASTE PIPING ON ROOF SHALL BE TYPE "L" COPPER ATTACHED BY PIPE STRAPS NAILED TO 2 x 4 REDWOOD BLOCKING. BLOCKING SHALL BE SET IN MASTIC AT 6'-0" O.C. PIPING SHALL BE SLOPED AND TERMINATE IN AN APPROVED RECEPTOR. PIPING TO BE INSTALLED PARALLEL AND PERPENDICULAR TO BUILDING ELEVATIONS. 10. SEE STRUCTURAL DRAWINGS FOR ROOF FRAMING. 11. ALL ROOF SURFACES SHALL SLOPE AT A MINIMUM OF 1/4 INCH PER FOOT IN ALL DIRECTIONS. CRICKETS SHALL BE USED ON THE HIGH SIDE OF ALL EQUIPMENT PLATFORMS. 12. ALL ROOFING SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH LOCAL CITY AGENCY WIND DESIGN ORDINANCES. ROOFING TO BE UL CLASS "A" FIRE -RETARDANT RATING AS MANUFACTURED BY GAF, MANVILLE OR EQUAL. 14. ALL ROOF ELEVATIONS INDICATE BOTTOM OF SHEATHING FROM FINISHED FLOOR, DATUM ELEVATION 0'-0". SEE STRUCTURAL DRAWINGS. 15. REFER TO STRUCTURAL DRAWINGS TO CONFIRM ROOF ELEVATIONS. 16. T.O.P. = TOP OF PARAPET (ON SITE PLAN ONLY). ^- REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 j 2018 C« of TuItwll IV - r _ ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. 0 w 0 W WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE lu.l Ocucu O ,ctS 1 Icc- 41‹ a. C W . cz4 'II< In RSJ TUKWILA COMMERCE CENTER V u W co co OC z U C, O W o CO VJ O J 0 W Q c VJ GENERAL NOTES REMARKS PERMIT SUBMITTAL PERMIT RE—SUBMITTAL JOB NO.: SEA16-0013-00 DATE 2017-12-27 0) i N 0 1 co 0 N PA / PM: J. THOMAS DRAWN BY: 000 JOB NO.: SEA16-0013-00 SHEET A0.2 Tue, 20 Feb 2018 W: \SEA\16\0013\00\Architectural\Cad\CD\CD\0013_A03.dwg CAU I IUN: 0— I HIS SHEL 1 15 NU I ?4" xib" 1 115 A I-<E000EL) I-'I<IN I STRUCTURAL NOTES NEW HSS COLUMN 3/16" 3 1/2" PL 1 /4"X6"X1'-2" (1) 1/4"X2"X1'-0" SIDE PLATE EA SIDE SHIM 1/2"X3 1/2"X2" 1 /2"TITEN HD X4" QOF 6" WALL TILT UP CONC. SIDE WALL CONNECTION DETAIL SCALE: 3"= 1'-0" CONNECTION DETAIL -01 PLATE 1 /4"X6"X1'-2" W/(3)1 /2"X4"TITEN HD HSS 3 1/2"X3 1/2" X1/4" 1 /2"X2"PIN SET XP CONNECTION DETAIL SCALE: 3"= 1'-0" CONNECTION DETAIL -01 ERECTION: Conform to AISC Specification Sec M4 'Erection" and AISC Code Sec 7 "Erection," Steel work shall be carried up true and plumb within the limits defined in AISC Code Sec 7.11. BRACING: The contractor shall provide temporary bracing by AISC Specification Sec M4.2 "Bracing" and AISC Code Sec 7.10 'Temporary Support of Structural Steel Frames." ARCHITECTURALLY EXPOSED STRUCTURAL STEEL,: Steel identified by the Architect an the architectural drawings as *Architecturally Exposed Structural Steel, (AESS)" shall conform to AISC Sec 10. STEEL ROOF DECK REFERENCE STANDARDS: Conform to: (1) ICC Report 1736P. (2) "Specification for the Design of Cold -Formed Steel Structural Members.' (3) AISI "Specification for the Design of Cold -Formed Steel Structural Members." (4) AWS D1.3 *Structural Welding Code - Sheet Steel." MATERIAL: ASTM A653 - SS Designation, Grade 33. Zinc coated per A653, G60. Minimum yield strength shall be 38 KSI. TYPE: Deck shall be Nemo" type as shown on the structural drawings based on single -span, unshored condition. DIAPHRAGM CAPACITY: Deck and attachments shall be capable of resisting q minimum of 100 pif diaphragm shear at all boundary edge members. Submit ICC Evaluation Report as proof of compliance. INSTALLATION: install deck in accordance with supplier's instructions and shop drawings, Attachments shag resist the uplift forces the diaphragm shear forces shown on the drawings. Welding shall conform to AWS D1.3. Welders shall have current WABO Light Gage Certification. Minimum end lap shall be 2" centered over supports, Minimum bearing shall be 2". OPENINGS Deck openings less than 6" do not require reinforcement. For larger openings, refer to typical details. ACCESSORIES: Deck manufacturer shall furnish shoring plans, closure plates, ridge and valley plates, cant strips, sump pans, flashing and all other light gage steel material required to complete the work. DECK FASTENING: Minimum deck fastening shall be as follows, unless noted otherwise on the drawings: • #8 Self tapping screws at 12" on center, at alt joists, and at 6" on center at at edge members COLD -FORMED STEEL. FRAMING RjFERENCE STANDARDS: Conform to: (1) AISI 'Specification for the Design of Cold -Formed Steel Structural Members' (2) IBC Section 2210 and 2211. (3) AWS DI.3 "Structural Welding Code - Sheet Steel." MATERIALS: Studs and Track 16 gage and heavier 18 gage and lighter Sheet Metal Screws Track to Steel Track to Concrete (Shear Wall) Weld Materials Galvanizing Fastenings not shown ASTM A653 Grade D or ASTM A1011 Grade 50, MinFY=50 KSI ASTM A653 Grade A or ASTM A1011 Grade 33, Min FY=33 KSI Grabber Wafer Self -Drilling, #8x1/2 Hilti ESD 16 P8T Kwik -Bolt TZ Expansion Anchors E60XX electrodes - conform to AWS D1.3 Studs and Track shalt be galvanized In accordance with ASTM A525, G60 As recommended by the manufacturer SiZE AND PROFILE: Cold -formed steel framing members shall be as specified in the Steel Stud Manufacturer's Association ICC ESR -3064P and of the size and profile as shown on the drawings. Alternate members' equivalent in shape, size, stiffness, and strength by manufacturers not current members of the Steel Stud Manufacturer's Association shall be subject to review and approval by the EOR. EXTERIOR WALL STUDS'DESIGN CRITERIA: The magnitude of the lateral force shall be calculated per Chapter 16 of the IBC. Reference DESIGN CRITERIA on this sheet for loading criteria. Lateral load deflection criteria shall be L/800 for masonry or precast concrete veneer, U600 for EIFS-type system, and 0360,480 for flexible finishes such as metal panels or siding. The studs shall be attached to the new structure so as to not interfere with other trades of the project. ,ROOF DESIGN: Roof framing shall be of the size and profile shown on the Architect or structural drawings. Framing shall be designed to support a uniform live and dead load within the deflection limits as defined in DESIGN CRITERIA. Reference DESIGN CRITERIA on this sheet for loading criteria. Framing shall also be designed to resist the specified wind and seismic loads. JOiST BRIDGING: Joist bridging shall be a maximum 8'-0" oc. CONNECTORS: Connectors shall be installed per the manufacturer's instructions. Where connector straps connect two members, center the connector between the two members and place one half of the screws or bolts in each member. UNO, all screws all be #8 x 1.25" Hex Washer Head. ERECTION: Erect framing in accordance with manufacturers instructions and shop drawings. FIELD CUTS and NOTCHES: Field cuts or notches of any kind are not permitted in axial toad bearing cold -formed steel members, or any member In the shearwall or drag struts. If a field cut is required, contractor shall contact the EOR prior to cutting. The EOR will provide direction to the contractor. MEMBER CONDITIONS: Ali structural cold -formed framing members must maintain a good condition. Damaged members, members with cracking in the steel at the bend radius locations, and members with significant red rusting or scaling of the protective coating are unacceptable and must be replaced, unless approved by EOR. TOLERANCE: Axial load-bearing cold -formed steel framing members shall be erected true and plumb within the specified tolerance listed below. For purposed of this. section, camber is defined as the deviation from straightness of a member or any portion of a member with respect to its major axis, and sweep is defined as the deviation from straightness of a member or any portion of a member with respect to its minor axis. (1) For axial load bearing studs, out of plump and out of straightness (camber and sweep) shall not exceed 1/1000" of the member length. (2) For joists, out of straightness (camber and sweep) shall not exceed 1/1000th of the member length. (3) For track, camber shall not exceed 1/1000" of the member length. TEMPORARY BRACING: The contractor is responsible for the strength and stability of the structure during construction. Contractor shall provide temporarybracing and other elements required to maintain stabilityuntil the structure is complete. Temporary bracing shall be designed by a licensed Washington State registered structural Engineer (SSE) and submitted to the EOR far approval prior to fabrication of the framing. ANCHORS POST -INSTALLED ANCHORS., Provide post -installed anchors as specified in these drawings. Use of alternate products, or of post -Installed anchors at locations nototshowni in these drawings, is subject to the approval of the Architect/Engineer. Submit proposed anchors to the Architect/Engineer with an ICC -ES Report valid for the 2015 IBC or municipality where the building is to be constructed. Submitted ICC -ES reports shall demonstrate that the anchors are suitable for use in cracked concrete. Use acrylic anchors of equivalent strength when base material falls below 40F. install anchors in strict accordance to ICC report and manufacturer's instructions. Where anchors resist seismic loads, submitted ICC -ED reports shag demonstrate that the anchors are suitable for the resistance of seismic loads. CONCRETE SCREWS: Concrete screws shall be Powers West ICC #ER -2526 or EOR approved equal with current ICC report. Install screws in accordance with manufacturer's instructions. Embedment lengths shall be as shown on the drawings. STRUCTURAL NOTES GENERAL REQUIREMENTS BUILDING CODE & REFERENCE STANDARDS: The "International Building Code" (IBC), 2015 Edition, as adopted and modified by the local jurisdiction, govems the design and construction of this project. Reference to a specific section in the Code does not relieve the contractor from compliance with the entire materials reference standards noted below. The latest edition of the materials reference standards shall be used. SCOPE OF STRUCTURAL WORK: DEFINITIONS: The following definitions apply to these general notes: • "Structural Engineer of Record" (EOR) - The structural Engineer who is legally responsible for stamping & signing the structural documents for the project. The EOR Is responsible for the design of the Primary Structural System relating to the new fiat roof for the stairwells. NOTE PRIORmES: Notes on the individual drawings shall govern over these general notes. SPECIFICATIONS: Refer to the contract specifications for information in addition to that contained in these notes and the structural drawings. STRUCTURAL DETAILS: The structural drawings are Intended to show the general character and extent of the project and are not intended to show all details of the work: AJ CHIT CTURAL DRAWINGS: Refer to the Architectural drawings for information including, but not limited to: dimensions, elevations, slopes, door and window openings, non-bearing walls, curtain walls, stairs, drains, depressions, railings, waterproofing, finishes and other nonstructural Items. STRUCTURAL RESPONSIBILITIES:, The EOR is responsible for the strength and stability of the stair new roof and wail enclosure In its completed state. CONTRACTOR RESPONSIBILITIES: The contractor is responsible for the means and methods of construction and all job related safety standards such as OSHA and WSHA. The contractor is responsible for the strength and stability of the structure during construction and shall provide temporary shoring, bracing and other elements required to maintain stability until the structure Is completed. It is the contractor's responsibility to be familiar with the work required in the construction documents and the requirements for executing it properly. DISCREPANCIES: In case of discrepancies between these general notes, the contract drawings and specifications, and/or reference standards, the Engineer shall determine which shall govem. Discrepancies shall' be brought to the attention of the Engineer before proceeding with the work. Accordingly, any conflict in or between the Contract Documents shall not be a basis for adjustment in the Contract Price. SiTE VERIFICATION: The contractor shag verify all dimensions and conditions at the site prior to fabrication and/or construction. Conflicts between the drawings and actual site conditions shall be brought to the attention of the Engineer before proceeding with the work. All underground utilities shall be determined by the Contractor prior to excavation or drilling. DESIGN CRITERIA CONSTRUCTION LOADS: Loads on the structure during construction shag not exceed the design loads or the capacity of the partially completed construction. SNOW LOAD: The roof snow load is determine by using Chapter 7 of ASCE 7-10 in accordance with IBC Section 1608 and with the following factors: Minimum roof design load 25 psi without drift Ground Snow Load, Pg = 20 psf WIND DESIGN: Wind load is determined using Chapter 27 of ASCE 7-10 in accordance with IBC Section 1609 with the following factors: Basic Wind Speed (3 -Second Gust) Wind Importance Factor lw =1.0 Exposure Category = B V = 110 MPH (LRFD); 85 mph (ASD) Risk -Category = II Analysis Procedure - Ail Heights per ASCE 7, Table 27.2-1 SEISMIC DESIGN: Earthquake design Is determined using Chapter 12 ASCE 07-10 in accordance with IBC Chapter 16 with the following factors: Importance Factor le =1.0 Risk Category= II" Ss= 1.44g S1=0.54g Site Class = D LIVE LOADS: Roof (Live) Roof(Snow) Sds = 0.96 g Sd1=0.54g Seismic Design Category = D 20 PSF 25 PSF ALTERNATES: Alternates for specified items may be submitted to the Engineer for review. SHOP DRAWING REVIEW: Any review by the Architect/Engineer is for general compliance with the design concept and the contract documents. Dimensions and quantities are not reviewed by the EOR, and therefore, must be verified by the General Contractor. Markings or comments shall not be construed as relieving the contractor from compliance with the project plans and specifications, nor departures therefrom. The contractor remains responsible for details and accuracy; for confirming and correlating all quantities and dimensions; for selecting fabrication processes; for techniques of assembly; and for performing work in a secure manner. When shop drawings (component design drawings) differ from or add to the requirements of the Structural drawings they shalt be designed and stamped by the responsible SSE. Allow one week for Engineer review time. TESTS & INSPECTIONS INSPECTIONS: All construction is subject to inspection by the Building Official in accordance with IBC Sec 110. The contractor shall coordinate all required inspections with the Building Official. Submit copies of all inspection reports to the Architect/Engineer for review. The Building Official may accept inspection of and reports by approved inspection agencies in lieu of Building Official's inspections. The contractor shall obtain approval of Building Official to use the third -party inspection agency and contractor shall alert the Architect/Engineer as such, SPECIAL INSPECTIONS: Special inspections per IBC Chapter 17 shall be performed by an approved testing agency as outlined in the Special Inspection; Schedule and the project specification. Reference plans for the Special inspection Schedule for this project containing all inspection, special inspection, and structural observation requirements. STATEMENT OF SPECIAL INSPECTIONS: in addition to the inspections required by IBC Sec 110 Special inspectors shall, in accordance with IBC Sec 1705. The registered design professional in responsible chargeshall prepare a statement of special inspections in accordance with Section 1704.11 for submittal in accordance with Sec 1704.2.3.The Special Inspector shall be hired by the Owner as an independent third -party inspector to perform the inspections listed below. The contractor is responsible for scheduling the inspections, per the city/Building Official requirements. Concrete Periodic inspection of cast -in-place anchors l Periodic inspection of steel, bolts, nuts and washers tdentification marks conform to ASTM standard and weld filter material conforms to AWS. Periodic verification of certificate of compliance. Periodic inspection of fillet welds < 5116 -inch,' and floor and roof deck welds Special Cases Continuous inspection of post -Installed anchors during grouting of anchors. PREFABRICATED CONSTRUCTION: All prefabricated construction shall conform to the inspection requirements of the same material or construction type used for this project. SOILS AND FOUNDATIONS REFERENCE STANDARDS: Conform to IBC Chapter 18 "Soils and Foundations." DESIGN SOIL VALUES: (Assumed) Allowable Son Bearing Pressure 1500PSF DL+LL 2000 PSF DL + LL + SeismtcAvind SLABS -ON -GRADE & FOUNDATIONS: Foundation is existing. No additional loads and no new work is needed. STRUCTURAL STEEL DESIGN STANDARDS: Structural steel for this project is designed In accordance with the latest edition of the AISC Steel Construction Manual. REFERENCE STANDARDS: Conform to: (1) AISC "Code of Standard Practice for Steel Buildings & Bridges." (2) RCSC "Specification for Structural Joints using ASTM A325 or A490 Bolts." (3) AWS D1.1 "Structural Welding Code - Steel." (4) AISC 341 "Seismic Provisions for Structural Steel Buildings.' (5) ASCE 3 "Standard for the Structural Design of Composite Slabs." MATERIALS: HSS Structural Tubing Welding Electrodes Adhesive Anchors Concrete Screws ASTM A500, Grade B, Fy = 46 ksi E70XX Hifi f HY-150 Max or Simpson SET Simpson TITEN HD WELDING: Conform to AWS D1.1. Welders shall be certified in accordance with AWS and WABO requirements. Use E70 electrodes of type required for materials to be welded. SHOP PAINTING: Conform to AISC 360, AISC Specification Sec M3, and AISC Coda Sec 6.5. Do not paint steel to be embedded in concrete, fireproofed, or concealed by the interior building finish. Do not paint surfaces to be field welded or where slip -critical bolts are specified. All other interior steel shall be painted with one coat of grey shop primer. All exposed exterior steel shall be painted with an exterior multi -coat system as per the Architect or project specifications. Field touch-up painting shall be with primer for exposed interior surfaces and as per the Architect or project specifications for exposed exterior surfaces. GALVANIZING: All exposed steel outside the building envelope shall be hot -dipped galvanized. Apply field touch-ups per project specifications. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 01 2019 City of Tukwila BUILDING_ DIVISION RECEIVED CITY OF TUKWILA FEB 23 2013 PERMIT CENTER SIONS AND SHALL BE VERIFIED ON THE JOB SITE. r W Oru O "as 1=gcsi O "C jP-r�1I a' t%1 g ‘4‹ li `a N J 0 J i.� r� 0 0 z 'W 825 INDUSTRY DRIVE STRUCTURAL NOTES & DETAILS REMARKS PERMIT SUBMITTAL PERMIT RE—SUBMITTAL JOB NO.: SEA16-0013-00 n N I N_ 1 2018-02-19 o I 0 N PA / PM: J. THOMAS DRAWN BY: 000 JOB NO.: SEA16-0013-00 SHEET A0.3 w w 0 0 VJ w V 0 0_' 0_ N 0 N Tue, 20 Feb 2018 W: \SEA\16\0013\00\Architectural\Cad\CD\CD\0013_A11.dwg CAU I ION: It- HIS SHLE 11S NUI 24"Xi1D" 1115 A KJL)UUEU I-'I<IN I 1 GREEN RIVER 1 1 1 1 EXISTING BUILDING 18 EXISTING BUILDING 20 tN B tl-S-TRY- - - DRIVE- 7 iliti/ E- EXISTING: BUILDING 19 EXISTING UILDING 21 7 I EXISTING BUILDING 23 EXISTING BUILDING:. 25 \\ EXISTING BUILDING 22 EXISTING BUILDING 24 r MEM • 1 EXISTING BUILDING. 26 EXISTING: BUILDING:`` 28 L_ (4. —I I EXISTING BUILDING 27 SCOPE OF WORK SEE SHEET A2.1 1" =50' 1!! 1 EXISTING BUILDING 29 EXISTING. BUILDING. 31 SCOPE OF WORK SEE SHEET A2.1 0 25 50 100 250 4 BOULEVARD w J Ahoir 7Th .1.11111 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 01 2010 City of Tukwila BU1i_VI.SION RECEIVED CI Y OF TUKWILA FEB 2 3 2098 PERMIT CENTER SITE PLAN -REFERENCE ONLY SCALE: 1"=500'-0" -ircs c2 r 17-,s 1.1c? .01 iircs C.� J z —J 0 w (1) 0 -J z w OC 825 INDUSTRY DRIVE 00 00 rn z 0 F- 0 Q S Q J_ SITE PLAN1 REMARKS PERMIT SUBMITTAL PERMIT RE—SUBMITTAL JOB NO.: SEA16-0013-00 Q a 12017-12-27 2018-02-19 PA / PM: J. THOMAS DRAWN BY: 000 JOB NO.: SEA16-0013-00 SHEET A1 .1 w >> w 0 0 U) U) Ca 0 Lc)I N N Tue, 20 Feb 2018 W: \SEA\16\0013\00\Architectural\Cad\CD\CD\0013_A21.dwg UAU I ION: 11- HIS SHOE 1 15 NO 1 Z4" x3t5" 11 15 A IKEUUUbU I-'I<IN 1 OPEN TO BELOW OPEN TO BELOW 3/32" = 1'-0" 0 4' 8' 16' 24' 48' EXISTING FIELD VERIFY OVERALL SECOND FLOOR PLAN -BUILDING 21 AND 27 SCALE: 3/32"=1'-0" EXISTING FIELD VERIFY EXISTING ROOF 3/32" = 1',0" _ INN C1714 INEMMINNOMMI _ 1 0 4' 8' 16' 24' 48' EXISTING FIELD VERIFY OVERALL FIRST FLOOR PLAN - BUILDING 21 AND 27 SCALE: 3/32"=1'-0" N FLOOR PLAN NOTES SEE SHEET A0.2 FOR GENERAL NOTES EXISTING CONCRETE WALL TO REMAIN. EXISTING STOREFRONT WINDOW TO REMAIN. EXISTING SECOND FLOOR BUILDING LINE ABOVE. EXISTING STAIR TO REMAIN. EXISTING STOREFRONT DOOR TO REMAIN. EXISTING BUILT UP ROOFING TO REMAIN. NEW EXTERIOR FIBER CEMENT WALL PANEL SYSTEM OVER EXISTING WALL NEW STOREFRONT SYSTEM WINDOW TO MATCH EXISTING 2 3 4 5 6 7 8 REVIEWED FOR CODE COMPLIANCE MART i2fl1 • _ APPROVED City of Tukwila81�ux Y.w FRECELVED CITY OF TUKWILA FEB 2 3 2010 PERMIT CENTER WALL LEGEND • EXISTING CONCRETE WALL TO REMAIN. ... EXISTING INTERIOR PARTITION. TO REMAIN. EXTERIOR EXISTING WALL WITH NEW FURRING ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. 0 w 3 0 w SCALED DIMENSIONS AND SHALL BE P Li] O( Cs) '' 1.4 N W .cn 41‹ ts a) -J cu 8 W z rrUJ 0 0 W -J CJ 0 p! W W 0 O 0 J 0 0 W 1- O) NDUSTRY DRIVE 1.0 N 00 oo 00 r 07 z 0 0 z Q S Q FLOOR PLANS REMARKS PERMIT SUBMITTAL PERMIT RE—SUBMITTAL JOB NO.: SEA16-0013-00 d 0 2017-12-27 2018-02-19 PA / PM: J, THOMAS DRAWN BY: - JOB NO.: SEA16-0013-00 SHEET A2.1 Tue, 20 Feb 2018 W: \SEA\16\0013\00\Architectural\Cad\CD\CD\0013_A31.dwg CAU I ION: II— I HIS SI—ILL. I IS NUI 24"Xiti" I I IS A I-(EUUC:IU Fi-<IN I SIDE ELEVATION 3 1 1 1 1 1 1 11 1 1 1 1 1 111111111111 11111 111111 111111111111 111111111111 1 1 r—rr—Tr—T—lr=1-1 1 11 11 11 11 11 11 11 11 11 11 I 3 y 3 3 3 y 3 y y 3 3 y y y 1 y 11111 11111 111111111111 11111 111111 11111111111 11111111111 r-IrTrlr-lf1 1 111101101 1 11 11 11 11 1 L- L 1L JL JL Jt J / 3 , 3 3 3 I 3 1 1 1 1 1 1 11 1 1 1 1 1 111111111111 11111 111111 111111111111 111111111111 1 1 r—rr—Tr—T—lr=1-1 1 11 11 11 11 11 11 11 11 11 11 I 3 y 3 3 3 y 3 y y 3 3 y y y 1 y 11111 11111 111111111111 11111 111111 11111111111 11111111111 r-IrTrlr-lf1 1 111101101 1 11 11 11 11 1 L- L 1L JL JL Jt J / 3 , 3 y / 3 y 3 2 _ (E) T.O.WALL 124'-0" 3 FRONT ELEVATION EXISTING EXTERIOR ELEVATIONS - BUILDING 21 AND 27 F.F.E 0'-0" QV 4 (N) T.O.WALL / 126-0" (E) T.O.WALL 124'-0" SIDE ELEVATION 5 F.F.E 0'-0" SCALE: 3/32"=1'-0" (N) T.O. WALL / 126-0" (E) T.O.WALL 124'-0" INV 3/32"=1'-0" } } } } } 0 4' 8' 16' 24' } 48' 3 FRONT ELEVATION PROPOSED EXTERIOR ELEVATIONS -BUILDING 21 AND 27 SCALE: 3/32"=1'-0" F.F.E —0" ELEVATION NOTES SEE SHEET A0.2 FOR GENERAL NOTES EXISTING CONCRETE WALL TO REMAIN. EXISTING STOREFRONT WINDOW SYSTEM TO REMAIN. EXISTING STOREFRONT DOOR TO REMAIN. EXISTING BUILT UP ROOFING TO REMAIN. NEW EXTERIOR FIBER CEMENT WALL PANEL SYSTEM OVER EXISTING WALL NEW STOREFRONT SYSTEM WINDOW TO MATCH EXISTING EXISTING EXTERIOR STOREFRONT WINDOW SYSTEM TO BE REMOVED. EXISTING STANDING SEAM METAL ROOF & FRAMING TO BE REMOVED. EXISTING CONCRETE WALL TO BE REMOVE. EXISTING MTL CAP TO BE REMOVED. 2 3 4 6 8 9 10 LEGEND VISION GLASS SPANDREL GLASS OT TEMPERED GLASS (N) (E) NEW EXISTING ALL GLASS USED ON THE ENVELOPE OF THE BUILDING TO BE: U FACTOR = 0.28 AND SHGC = 0.28 REVIEWED FOR CODE COMPLIANCE APPROVED COLOR LEGEND MAR 01 201I City of Tukwila BUILDING DIVISION PROVIDE 6'-0" WIDE PAINT COLOR MOCK—UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW. D BASE COLOR: URBANE BRONZE SW 7048 245—C7 PPG MATCH NUMBER KNT-16-425 SECONDARY COLOR: ALABASTER SW 7008 255—C2 PPG MATCH NUMBER KNT-16-424 ACCENT COLOR: CONNOR'S LAKEFRONT SW 9060 173—C7 ACCENT COLOR: MAXI TEAL SW 6769 164—C7 PPG MATCH NUMBER KNT-16-495 RECEIVED CITY OF TUKV'IILA FEB 2 3 2018 PERMIT CENTER THESE DRAWINGS AND SPECIFICATIONS ARE bD g TUKWILA COMMERCE CENTER 0 0 0 W OC VJ O 0 z W Ct C/) 00 00 17)0) z 0 rF— V F- EXTERIOR ELEVATIONS REMARKS PERMIT SUBMITTAL PERMIT RE—SUBMITTAL JOB NO.: SEA16-0013-00 < 0 LZ-Z1-LLOZ 2018-02-19 PA / PM: J. THOMAS DRAWN BY: — JOB NO.: SEA16-0013-00 SHEET A3.1 _W UJ OC 0 00 00w CCO OC LLQ u7 r i r N Tue, 20 Feb 2018 W: \SEA\16\0013\00\Architectural\Cad\CD\CD\0013_A41.dwg UAU I IUN: II— I HIS SHEL I IS NU 1 24" x ti" I I IS A I<EUUUEU I-'F<IN 1 COLOR LEGEND PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FULL HEIGHT OF BUILDING FOR OWNER/ARCHITECT REVIEW. B BASE COLOR: URBANE BRONZE SW 7048 245-C7 PPG MATCH NUMBER KNT-16-425 SECONDARY COLOR: ALABASTER SW 7008 255-C2 PPG MATCH NUMBER KNT-16-424 D ACCENT COLOR: CONNOR'S LAKEFRONT SW 9060 173-C7 ACCENT COLOR: MAXI TEAL SW 6769 164-C7 PPG MATCH NUMBER KNT-16-495 2'-O" (E) T.O.C. f 24'-0" rer A G(N) T.O.P B B C,D (.0 3 EQ. REVEAL (N) T.O.P f26'-0" 18 LEFT SIDE ELEVATION BUILDING 21 AND 27 ±26'-0" 0 (E) T.O.C. t24'-0" AIL F.F.E C-0" 0 SCALE: 1/4"=1'-0" 21 (N) T.O.P t26'-0" F.F.E Akik F.F.E 0'-0" 0'-0" I\) 0 io O I N (N)T.O.M. 0 i w (N)B.O.M. Otintra W41, U 1 111 p-11= 1 r,.,V11,11mI =1 —171-111-11 WALL SECTION BUILDING 21 AND 27 SCALE: 1/4"---1'- 0" �� 3 EQ. REVEAL (N)T.O.M. w c w (N)B.O.M. B O B A5.1 B C,D C,D / 2'-O"/ 12 A5.1 (E) T.O.C. f24'-0" 18 RIGHT SIDE ELEVATION BUILDING 21 AND 27 (N) T.O.P t26'-0" (E) T.O.0 ±24'-O" 0 -H -H •(E)T.0.M. `(E)B.O.M. SCALE: 1/4"=1'-0" 17 B 15 ALIGN L 3 ALIGN — A5.1 i .O.S. 1-1 U F.F.E • 0'-0" 18 ENLARGED PARTIAL ELEVATION BUILDING 21 AND 27 SCALE: 1/4"=1'- 0" ATTACH JOISTS TO HSS W/ (4) #8 SELF -TAPPING SCREWS EA. END 116 SLOPING 1/4"/FT MIN. 8", 16GA C JOIST©24 MAX W/ 1 1/2" "22GA" B DECK OVER (8005200-43) 15 ±14'-6" (2) JOISTS w a 0 —J z JOIST SPAN----- ed PAN— e w 0 NEW S / HS 3 1 /2"X3 1/2 X1 /4" 17 8" C LEDGER W/ 1/4"X3" TITEN HD ©24 0 N 13'-10" EQ. EQ. EQ. 0 L w 16 A5.1 / w ROOF PLAN (E) F.O.C. 3 1/2"X3 NEW HSS 1/2"X1/4" Y Y \ 4 --/1 / OPEN P' BELOW 13'-10" DN NEW HSS 3 1/2"X3 1/2"X1/4" 0 (E) F.O.C. 0 w 13 UP a 0 w a SECOND FLOOR 4 as • (E) F.O.C. (E) F.O.C. 8" C LEDGER W/ 1/4"X3" TITEN HD ©24 0 FIRST FLOOR ENLARGED PARTIAL FLOOR PLANS -BUILDING 21 AND 27 SCALE: 1/4"=1'-0" WALL SECTION NOTES SEE SHEET A0.2 FOR GENERAL NOTES EXISTING CONCRETE WALL TO REMAIN. EXISTING STOREFRONT WINDOW TO REMAIN. EXISTING SECOND FLOOR BUILDING LINE ABOVE. EXISTING STAIR TO REMAIN. EXISTING STOREFRONT DOOR TO REMAIN. EXISTING BUILT UP ROOFING TO REMAIN. NEW EXTERIOR FIBER CEMENT WALL PANEL SYSTEM OVER EXISTING WALL. NEW STOREFRONT WINDOW SYSTEM; FRAME & GLAZING TO MATCH (E). EXISTING ROOF RAFTER ASSEMBLY TO BE REMOVED. NEW GWB FINISH ON CEILING FRAMING. EXISTING SECOND FLOOR FRAME TO REMAIN. EXISTING STRUCTURAL FOOTING AND CONCRETE SLAB .TO REMAIN. EXISTING EXTERIOR STOREFRONT WINDOW SYSTEM TO BE REMOVED. NEW ROOF FRAMING, SEE STRUCTURAL DRAWINGS. EXISTING ROOF PARAPET TO REMAIN NEW 3 PLY BUILT UP ROOFING, SEE DETAIL 2 ON SHEET A5.1 NEW SHEET METAL CAP ROOF PARAPET FLASHING NEW PANEL REVEAL NEW PENDANTS HANGING LIGHTING FIXTURE NEW INTERIOR 1/2" METAL REVEAL SEE 1,7/A5.1 FOR TYPICAL VERTICAL AND HORIZONTAL JOINT DETAILS 4x 12 VENT WITH RAIN HOOD AND INSECT SCREEN. 2 3 5 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 3'-6" 14 - _dr 3'-6" 4 .• REFLECTED CEILING PLAN LEGEND (N) (E) EXISTING SHADE TO REMAIN EXISTING TO BE REMOVED VISION GLASS SPANDREL GLASS NEW EXISTING PENDANT LIGHT FIXTURE. WALL LEGEND REVIEWED FOR CODE COMPLIANCE APPROVED MAR 01 2010 City of Tukwila BUILQ "..1 1 SiOw • 1 3: EXISTING CONCRETE WALL TO REMAIN. EXISTING INTERIOR PARTITION TO REMAIN. EXTERIOR EXISTING WALL WITH NEW FURRING ABBREVIATIONS RECEIVED CITY OF TUKWILA. T. 0.C. T.O.P. B.O.C. B.O.S. T. 0.M. B.O.M. = TOP OF CONCRETE = TOP OF PARAPET = BOTTOM OF CONCRETE = BOTTOM OF SOFFIT = TOP OF MULLION = BOTTOM OF MULLION FEB 2 3 2018 PERMIT CENTER DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. TUKWILA COMMERCE CENTER 0 0 —J U W CL (/) 0 J U z W vJ NDUSTRY DRIVE 1.0 CO oo 00 Mc 00 0) z 0 0 etC J FLOOR PLANS / ELEV. REMARKS PERMIT SUBMITTAL PERMIT RE—SUBMITTAL JOB NO.: SEA16-0013-00 p N N I N j r, 0 N 2018-02-19 r PA / PM: J. THOMAS DRAWN BY: - JOB NO.: SEA16-0013-00 SHEET A4.1 W OC 0 coV 0 0 C%".' I r O N Tue, 20 Feb 2018 W: \SEA\16\0013\00\Architectural\Cad\CD\CD\0013_A51 \0013_A51.dwg CAU 1 IUN: It- 1 HIS SHEL 1 15 NU 1 24" Xibi" 11 15 A I<EUUUEU I -'I -<IN 1 GLASS—MAT GYPSUM SHEATHING BOARD R-21 BATT INSULATION WEATHER RESISTANT BARRIER, FLUID APPLIED FIBER CEMENT EXTERIOR WALL PANEL SPACER BY MFG. FACE FASTENER 1/4" CLR. FROM EDGE OF PANEL TO FLASHING "Z" FLASHING BACKER ROD AND SEALANT ALUMINUM WINDOW SYSTEM MULLION GLAZING WINDOW STOREFRONT GLAZING HEAD METAL STUD FRAMING 5/8" GYP. BD. CORNER BEAD SCALE: 3"= 1'-0" WINDOW PANEL HEAD -02 SHEET METAL CAP FLASHING SEALANT FACE FASTENER SPACER BY MFG. WEATHER RESISTANT BARRIER FLUID APPLIED R-21 BATT INSULATION GLASS—MAT GYPSUM SHEATHING BOARD TRIM BY MFG. SLOPE FIBER CEMENT EXTERIOR WALL PANEL METAL STUD FRAMING PARAPET SCALE: 3"= 1'-0" CONTINUOUS THREE—COURSE APPLICATION (MODIFIED FLASHING GRADE ROOF CEMENT & FIBERGLASS WEBBING) T.O.P. SEE WALL SECTIONS INF SHIM TO SLOPE CONTINUOUS METAL CLEAT SEALANT, TYP. GLASS—MAT GYPSUM SHEATHING BOARD SINGLE—PLY ROOFING, INSTALL PER ROOFING MANUFACTURER'S SPECIFICATIONS WOOD DECK PARAPET—WALL PANEL -01 GLAZING WINDOW BACKER ROD AND SEALANT ALUMINUM FLASHING, PAINTED TO MATCH STOREFRONT FACE FASTENER SPACER BY MFG. R-21 BATT INSULATION h:^ FIBER CEMENT EXTERIOR WALL PANEL WEATHER RESISTANT BARRIER,FLUID APPLIED GLASS—MAT GYPSUM SHEATHING BOARD R-6, 1-1/2" RIGID INSULATION r ti 644 H STOREFRONT GLAZING SILL ALUMINUM WINDOW SYSTEM MULLION CORNER BEAD 5/8" GYP. BD. METAL STUD FRAMING 1/2" METAL TRIM REVEAL c0 EXISTING CONCRETE WALL SCALE: 3"= 1'-0" WINDOW PANEL SILL -01 14� *CLASS—A BUILT—UP ROOFING APPLICATION PER MANUFACTURER'S SPECIFICATIONS FIBERGLASS BASE SHEET FIBERGLAS PLY SHEET (2 LAYERS MINERAL SURFACED CAP SHEET NAILS STAGGERED IN HELD END LAPS STAGGERED 3' APART (MIN.) 2" LAP, TYP. ASPHALT BITUMEN 6" END LAP FASTENING OF BASE SHEET SHOULD COMPLY WITH FM—I-90 50% ADDITIONAL FASTENERS TO BE USED AT PERIMETER AREA BUILT-UP ROOFING SYSTEM SCALE: 1/2"=1'-0" ERFFN-4pIy_classA-01 PLATE 1/4"X5 1/2"X7" WINDOW SILL BELOW INSULATED GLASS ALUMINUM WINDOW SYSTEM MULLION BACKER ROD AND SEALANT FIBER CEMENT BD JAMB AT SIDE 1/2"X4" TITEN HD SCREW ANCHOR (E) CONCRETE WALL BELOW HSS 3.5X3.5 COLUMN 1/2"DIA PIN WELDED 4" EMBED OUTSIDE NEW PANEL VERTICAL CUT (E) CONCRETE WALL SCALE: 3"= 1'-0" WINDOW PANEL SILL -01 6 SHEET METAL CAP FLASHING SEALANT FACE FASTENER SPACER BY MFG. WEATHER RESISTANT BARRIER. FLUID APPLIED GLASS—MAT GYPSUM SHEATHING BOARD FIBER CEMENT EXTERIOR WALL PANEL PROVIDE OUTSIDE CORNER TRIM AT EDGE SSF OVER MTL TRIM EXISTING MTL COPING SLOPE CONTINUOUS THREE—COURSE APPLICATION (MODIFIED FLASHING GRADE ROOF CEMENT & FIBERGLASS WEBBING) T.O.P. SEE WALL SECTIONS IV SHIM TO SLOPE CONTINUOUS METAL CLEAT SEALANT, TYP. GLASS—MAT GYPSUM SHEATHING BOARD MTL TRIM, LAP WITH ROOFING, SEAL ALL EDGES SEAL WEATHER TIGHT, TYP. EXISTING ROOF LINE, VIF PARAPET EXTESION SCALE: 3"= 1'-0" PARAPET—WALL PANEL -01 EXISTING CONCRETE WALL WHERE OCCURS METAL STUD FRAMING R-6, 1-1/2" RIGID INSULATION GLASS—MAT GYPSUM r SHEATHING BOARD Pr WEATHER RESISTANT BARRIER, FLUID APPLIED TRIM BY MFG. FIBER CEMENT EXTERIOR WALL PANEL STOREFRONT GLAZING JAMB SCALE: 3"= 1'-0" GLASS—MAT GYPSUM SHEATHING BOARD SPANDREL GLASS ALUMINUM WINDOW SYSTEM MULLION BACKER ROD AND SEALANT "J" CORNER TRIM PANEL CLIP WINDOW PANEL WDW JAMB -02 WEATHER RESISTANT BARRIER, FLUID APPLIED FIBER CEMENT EXTERIOR WALL PANEL FACE FASTENER 4 1/4" CLR. FROM EDGE OF PANEL TO FLASHING MIN. 2" SLAB, DECK OR SIDEWALK CLEARANCE WALL PANEL SILL SCALE: 3"= 1'-0" METAL STUD FRAMING R-6, 1-1/2" RIGID INSULATION EXISTING CONCRETE WALL WHERE OCCURS PANEL SILL -02 W Z Q cno NSULATION SPACE SLOPE BUILT UP ROOF SYSTEM R-49 BATT INSULATION 22 GA. GI. SHEET METAL FLASHING OVER WATERPROOF MEMBRANE 8" METAL STUD JOIST CONTINUOUS CLEAT SHEET METAL EDGE FLASHING HORIZONTAL VENT WITH RAIN HOOD AND INTERIOR BAFFLE REFER TO SHEET A4.1 ELEV B & C FOR SIZE EXISTING ROOF FLASHING, FIELD VERIFY EXISTING CONCRETE WALL 3-5/8" METAL STUDS AT 16" O.C. WEATHER RESISTANT BARRIE, FLUID APPLIED PANEL CLIP GLASS—MAT GYPSUM SHEATHING BOARD FIBER CEMENT EXTERIOR WALL PANEL SPACING TO BE 1/8" MAX. PANEL OPEN OUTSIDE CORNER TRIM II 41 ;.f .IQ 46 L Ir-jEV V11ED FOR CODE COMPLIANCE APPROVED METAL , TUD FRAMIN BATT• INSULATION. ip r ;'CEIVED 4 uF TUKWILA 2 3 2018 0 .. f 13 01. 11318 E�FJSi€� BION. GLASS—MAT GYPSUM SHEATHING BOARD FIBER CEMENT EXTERIOR WALL PANEL PANEL CLIP TYP. WALL PANEL CORNER SCALE: 3"= 1'-0" EDRSF—Ps_mt_p_ins_b-01 THESE DRAWINGS AND SPECIFICATIONS ARE bA rpOA W L.L.. >0 0 z 10 N CO 00 00 co d) z 0 0 z 1— PA / PM: J. THOMAS DRAWN BY: 000 JOB NO.: SEA16-0013-00 SHEET A5.1 Tue, 20 Feb 2018