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Permit D18-0279 - BKM MANAGEMENT COMPANY - MAINTENANCE AND WATER INFILTRATION REPAIR
BKM MANGEMENT COMPANY 825 INDUSTRY DR BLDG 27 EXPIRED 09/22/2019 D18-0279 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2523049034 Permit Number: 825 INDUSTRY DR UnitBLDG 27 Issue Date: Permit Expires On: Project Name: BKM MANAGEMENT COMPANY D18-0279 9/6/2018 3/5/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BKM TUKWILA 1701 QUAIL ST STE 100 , NEWPORT BEACH, WA, 92660 KIRT NEAL 3015 112 AVE NE - SUITE 205 , BELLEVUE, WA, 98004 Phone: (425) 582-5515 D P INC GENERAL CONTRACTORS Phone: (206) 361-2989 19936 BALLINGER WAY NE , SEATTLE, WA, 98155 DPINCGC066BU Expiration Date: 1/31/2020 BKM MANAGEMENT COMPANY 601 STRANDER BLVD , TUKWILA, WA, 98188 DESCRIPTION OF WORK: RE -CLADDING OF ENTRY ENCLOSURES WITH RE -CONSTRUCTION OF WINDOW OPENINGS AND ROOF CONFIGURATION TO ADDRESS ONGOING MAINTENANCE AND WATER INFILTRATION CONCERNS. Project Valuation: $175,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: IIIB Electrical Service Provided by: TUKWILA Fees Collected: $3,864.08 Occupancy per IBC: 6 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 LJ Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No Permit Center Authorized Signature: Date: l ,- W 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 pand agree to th conditions attached to this permit. Signature: Print Name: s Date: — 0 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1700 BUILDING FINAL** 0612 EXT ROOFING INSUL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 4027 SI -COLD -FORM WELD 4046 SI-EPDXY/EXP CONC 4028 SI-REINF STEEL -WELD 4025 SI -STEEL CONST 4026 SI-STRUCT STEEL 4004 SI -WELDING 4032 SI -WOOD CONST 0602 SLAB/FLOOR INSUL 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKCA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building PeiTrit No. Project No. Ig Date Application Accepted: Date Application Expires: 03/01�,� (Forr 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: 825 INDUSTRY DRIVE, BLDG 27 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.: 252304-9034 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: 8 181 N Via De Negocio City: Scottsdale State: AZ Zip: 85258 Phone: (480) 767-1001 Fax: Email: kevernham@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) Name: BKM MANAGEMENT COMPANY Address: 601 STRANDER BLVD. City: TUKWILA State: WA Zip: 98188 Page 1 of 4 BUILDING PERMIT INFORMATIC 206-431-3670 Valuation of Project (contractor's bid price): $ 175,000 Existing Building Valuation: $ 995,000 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. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) N/A *For an Accessory dwelling, provide the following: Lot Area (sq fl): 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 Parking Stalls Provided: Standard: N/A Will there be a change in use? Compact: N/A Handicap: N/A ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers ❑ Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ 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 O 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 \2011 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 lst Floor 13,071 0 0 0 III -B GROUP B 2"a Floor 6,930 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 fl): 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 Parking Stalls Provided: Standard: N/A Will there be a change in use? Compact: N/A Handicap: N/A ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers ❑ Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ 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 O 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 \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 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 ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided 0 .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 ...Total Cut 0 ...Total Fill cubic yards cubic yards 0 ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water 0 ...Permanent Water Meter Size... 0 ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone O .. Storm Drainage 0 .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 0 ...Sewer Main Extension Public ❑ ...Water Main Extension Public If WO # WO # WO # Private 0 Private 0 ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding 0 ... Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — 4611 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 011 AUT..H•OZED AGENT: Signature: '$Z. �/i,Gh Date: 08/31/2018 Print Name: SHI CHEN Day Telephone: (425) 582-5515 Mailing Address: 3015 112th AVENUE NE, SUITE 205 BELLEVUE WA 98004 City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila Receipt Number R15311 DESCRIPTIONS PermitTRAK ACCOUNT 1 QUANTITY PAID $7,728.16 D18-0279 Address: 825 INDUSTRY DR UnitBLDG 27 Apn: 2523049034 $3,864.08 Credit Card Fee $112.55 Credit Card Fee R000.369.908.00.00 0.00 $112.55 DEVELOPMENT $3,641.93 PERMIT FEE R000.322.100.00.00 0.00 $2,192.08 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,424.85 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $25.00 TECHNOLOGY FEE $109.60 TECHNOLOGY FEE R000.322.900.04.00 0.00 $109.60 D18-0280 Address: 825 INDUSTRY DR BLDG 21 Apn: 2523049034 $3,864.08` Credit Card Fee $112.55 Credit Card Fee R000.369.908.00.00 0.00 $112.55 DEVELOPMENT $3,64L93 PERMIT FEE R000.322.100.00.00 0.00 $2,192.08 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,424.85 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $25.00 TECHNOLOGY FEE $109.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15311 R000.322.900.04.00 0.00 $109.60 $7,728.16 Date Paid: Friday, August 31, 2018 Paid By: MONICA KAY AYDELOTTE Pay Method: CREDIT CARD 07445D Printed: Friday, August 31, 2018 1:55 PM 1 of 1 SYSTEMS Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 08/31/2018 01:54:33 PM CREDIT CARD SALE VISA CARD NUMBER: **********2561 K TRAN AMOUNT: $7,728.16 APPROVAL CD: 07445D RECORD #: 000 CLERK ID: Laurie X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy https://classic.convergepay.com/VirtualMerchant/transaction. do?dispatchMethod=printTra... 8/31 /2018 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 t ilr3 t'�7g Project: // til l /44i1/1166141-1,1 Type of Inspection: a/—t—'4 / i/N.it/4— Address: 97S— /f , P/ Date Called: Special Instructions: Date Wanted: Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: cbi R. per- re A-) �J �yo wozec,--kaao L9/ (31,.7.cJee-- GAI C�4r-cic6N- 216 ca/mac h��fL /frirAP14✓,. Inspec r: �O CAI Date: 3 ...2o zz2/5 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 Nti -627? INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pro'eT ! �'l C /) e of Ins e tion: (AA lab Oate� 7_it- 7070/t/ AL Address: 197Addr Da e Called: Instructions: Bu'l �� � � Date Wanted: 1171 - Z� �lr a.m� p.m. Requester: Phone No: Approved per applicable codes. COMMENTS: Corrections required prior to approval. / itdkA,7s act( rt4uteed 4A) S;a1C.5" ani be40.)eerl 34 - 3 " cfic' /Arm* Inspector C /) n C St..... Oate� 7_it- 7070/t/ 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 The 02-79 Project: ,Q,/,�,, etefr A444 146-Af E-►% Type of II�nspection:: tiC'f(f /i-ofi f-+R/AZ_ Address: �• 9`4.__,id.4,3V_77 X - Date Called: / /Ve .>1. i / prm401:0 ,tions: YZj' JPhone Date Wanted: /Z_/$1B m. Requester: / No: ❑ Approved per applicable codes. Corrections required prior to appr• COMMENTS: ia �— A.._ 4 (Jo M I e/1 -D d 4 ' / /Ve .>1. i / prm401:0 fri-neuud /4s/prol_ s , , ifoippiv4rits ji11f$/ C1� / 3/ Cf+ sem 0 Li. Atcrd rivi9'C Ze4iGY spec«./ //tsp dns . Inspector`s ��- 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 Oig Aver 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: ,6301 Z ..xvi(r4L�•✓G Type of Inspection: Address: . ti✓ ili-og 42 Date CaI e Special Instructions: Date Wanted: /2 - at` ie. �,� amu"'. ., p.m. Requester: Phone No: pproved per applicable codes. LJ Corrections required prior to approval. OMMENTS: /#4.21/114 Inspector: Date: REINSPECTION EE 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 Project: `V/I j11�/Otir Type of Inspection: Ai& - 4F`cat44 /.41 ai- Address: jn 9Z5 ilAd Date Called: Special Instructions:/ Date Wanted<Q•" /Z7 -18' Requester: 0i4s Phone No: 1z5-2-zo- 42E0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4/11, / O 4 Rar cf 'Ii4 Inspector: DateII-2 7-2 //z720 ' REINSPECTION FEE R P RED. 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 big oz79 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: ,8141 Alkligiyon&iT Type of Inspection: -190171 Address: �C �2 � ( Date Called: Special Instructions: Date Wanted: / 4/2746 Requester: e iis Phone No: 42 Zzo efo8v ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: ri4Trificar 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 of i9 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: 9I/4 04/4 -ttea j Type of Inspection: i b Address: '?2 /�, DP. Date Called: S ecial Instructions: Date Wanted: I/- /1' 7tq4 /�rrr. Requester: Phone No: ElApproved per applicable codes. COMMENTS: 4/4 lil Corrections 'red prior to approval. /i17t 6 b l� 14-&04 Kk. c‘(7) ELed-7-' `cAL inspector:ZiL Date: /f Z --6/y' 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 i -OZ PrbM A ^ KM 'v t .g ►� n [A Tyke oFnsp c� tion: laJba eC7 111QA 1� de Address:.04$64,640* g2,S_ uci Zr. wo-L-c.- eS 1l 11) Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. OMMENTS: idigt4e471,4 o ti L, say) Co-v2e. //440-44* Inspeor: Date: WIC -1g IS._Ig REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 1)11.027 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: a l M l�Q►��V�14- for T • �L IRe n--p"oter-+- l + (fdress: U 1 ZJdap ^: -rAkt,.4S .art Special Instructions: LJ 7::.) 42 7 Date y-9 — 2-c)/ ante / fl 1v UY a.m. p.m. Requ stere `C �� SJ Phone No: 1- i{ 25-'1.277- `ie$`O Approved per applicable codes. n Corrections required prior to approval. COMMENTS: 51T- s-1-cc,L £ -- Sir,- evict Thv-M \ills - aI& s.. -Si -L -f''S.T.- exExp roc-- Inspector; Date: J/ - 40/1 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 DSS- 021, INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: 18KP-1 ~6, ' Ce; Type f Inspection: Fi iawt) Ye dress: 2 qlDate Called: Special Instructions: 2711-0- Date Wanted: �jor/ a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: I//s 1*-AXTi:R+OR f TS S. Mit) . opLy Inspector: Date: '/8 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 D98 .-0z71 Project: ,gym rn t64 100— Type of Inspection: /2,406e,./1/46 /4 v i/ Address: S.s' pYDt)spky Die . Date Called: Special Instructions: f74a7cl bate Wanted: a.m, —,2Y11Th p.m. Requester: e./7,'21-5 Phone No: _ 92 -2210- V& O ElApproved per applicable codes. L Corrections required prior to approval. COMMENTS: f/� �l/�R1 N J A�vr�iP at74/,/G /45--a ndA) Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. L. INSPECTION RECORD Retain a copy with permit DtNl ^ 027% INSTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ',_el 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 4313 Permit Inspection Request Line (206) 438-9350 Project: uu C . U i ..Ls './A..I d Type of Inspe ion: . ` ." a / ...u/ :.114J Address 1 p == r r-•," ��' - - .•.:.ia �� �/ uctions: I ��� 00 27 oatWanted: j�' -Jo- 201e a.m . p.m. Reque�jLer:&1 Phone No: 925 Z2-0- z/Oe 0 Approved per applicable codes. Ll Corrections required prior to approval. COMMENTS: *x... w ec /_ •tif 11 f WY#a, SLk4 2S Y T�' ( 1'?' - rtG 4t- /-+L Tom. - Inspector: Date /0 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 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Seivl /714,1 HENT Ca Type of Inspection:/w- --ware'/7 w - s160,7#416�-:MOi? Address: gzs /NA.)57Ry OR, Date Called: Special Instructions: BLDG- V7 Date Wanted:m. 9 -7-dj p.m. Requester: ehirws Phone No: 11.2.5 A. 220--'0$0 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 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 RECORD Retain a copy with permit INSP CTION 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 P ect: • S__ \Xc* ( tel— — o/c r4.- Si. Type of Inspection: as SS - 1pp15 - Pe+' si .. Address 125 n Called: 0 '14-vvi ( N — COO A-1"/ A --1' Special Instruction �� B• /1 _ N. -141 r m a c•bin Date Wanted: "3/-7-0. /.;N` - C c 31 LL c.PS -Lij /Or Sic/iA p.m- Requester;,, / l/,.r SS Phone Nod'.p LP0 25 Approved per applicable codes. IXI Corrections required prior to approval. COMMENTS: • S__ \Xc* ( tel— — o/c r4.- Si. AD)-e"/LJ' as SS - 1pp15 - Pe+' si .. 11,41 K/ei'Lt l 5z -IG— onLv, • S.T - fox _ - OK ?-- . n C X ---Nor- */ Taiv OnL, 'fi►^viii.,11 0 '14-vvi ( N — COO A-1"/ A --1' ' -5 i to g' ally.. © gym•- , �f ,l/OT (� _ N. -141 r m a c•bin - l -o✓ G.l v i rte! 0K /.;N` - C c 31 LL c.PS -Lij /Or Sic/iA Inspecto/ J Date ,3 C —2.05c REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Btvd•, Suite 100. Call to schedule reinspection. DEI DIBBLE ENGINEERS INC SE?: 22 2G FAL TUKWILLA STAIR TOWERS STRUCTURAL CALCULATIONS Prepares! for Ware Malcomb DEI Project #17-031 September 26, 2017 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 04 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 31 2018 PERMIT CENTER W,�t yrti,,,,,y.• ,. 37445 .c - da Ji`purs., :o9 , l6Npi,Tale) ��p+16 hal sr ISt5 .. $ t 4L0 )44,„AtN) *be) OXVI DIBBLE ENGINEERS INC 1 1029 Market Street, Kirkland WA 980331425.828.42001 dibbleengineers.com DEI DIBBLE ENGINEERS INC ;7k1:.,' i TRUCTURAL CALCULATIONS ,rwft,-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 DEI DIBBLE ENGINEERS INC PROJECT ME �� /4_ SiThit gtt-9'4"--7 PROJECT_# Z --1rt SUBJETl NOTES TO REVIEWER SHEET # DATE BY 1 • 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 load to the new roof structure. • The new HSS steel tube sections are present to collect wind Toad 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. DEI DIBBLE ENGINEERS INC PROD E SHEET # PROJECJ # r0 / DATE 9r g c".17 SUBJECT BY gicor-rif-to-7?1,71/4) (ZilioL ' S-3 eT "W �- -7'22 2 30Z W Design Maps Summary Report User -Specified Input Report Title Tukwilla Commerce Center Mon September 25, 2017 19:44:57 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.45028°N, 122.2483°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output SMS = 1.441 g SMi = 0.804 g ADEI DIBBLE ENGINEERS INC PROJECT-AIAME 4-7Y 1041 1342" PROJECT / SHEET # DATE`/2 41,101 SUBJ /(47 BY erfAC - sLZ G- z7 /N�- .� pito (amu Ic h��2Ivo FlucYnikrr afl, (41). P4 -f- 40/itiD Ftkrooltr7.- g ; 6A-- '' (4) 11 22 611-- U ©U V (as - L1-3) t l6.&13► -m,0 WALL SECTION BUILDING 21 AND 27 O SCALE: 1/4,..r-0- 6b1 /4.=f-0 FIRST FLOOR ENLARGED PARTIAL FLOOR PLANS - BUILDING 21 AND 27 ONe SCALE: 1/4�=1-0' DEI DIBBLE ENGINEERS INC PROJECT NAME PROJECT # 17--031 SHEET# DAT'^t /� SUBJE T BYrjq n /42676Z0 //t.4 l (( SCA° o`r CC et) 0) V -err ---/t co) /4--.=-1/,,c-pr Q--/�3 °-"A% / i 3 / i‘b0 ea4-1-)64L_ (6m.ore Lt-eyylec L. 13' 0 -4 s., r" -11F ett• DEI DIBBLE ENGINEERS INC ERO;FR NAME 1 1bee* PROJECT# t s.) - SUB.IECT n SHEET # DATE V/54? BYbk A-7 =---67c6/01 56.41> 10 - Ac'' rotes , => a R DEI `DIBBLE ENGINEERS INC PROJECT NAME. SHEET # PROJECT # -91 SUBCZ--P-1 a- Roc-- / a \Pev- g.,_(5)--6) e2- '(1 .._ "gi..T-,O rx/ 11J -1 >csXY+ d� 3 3(20ie-3 DATE 24'--C BY (nem w -Me '" �nI 1=72.00; ov6n gien-&- 86 64-Srs Silo( sA- 4-22 0 7)'e (SVA€ SZAPi° P--e%cr D/ , J DEI PROJECCTN�AME� 61,4-(A97 re_ ECT # DIBBLE ENGINEERS INC PROJ(I-Oel .3(1(A/ea) mioa6 oot1/4i 4.ptLe__ SHEET # 6 DATA, 2a/n Y Be�_j 'k, 8--\wWW-(17 Veck AtJ c 1MS( D 6 -� A6k„Js r evx)c-. Pfc.0,(20/4,t,) op- AD Ce ce t p l To oc_, Loft(„, W 1 V' X Ee4'C-"pc)(2_c- /&9 &?4,ty61/4/, SIMPSON Anchor Designer TM Software Version 2.4.5940.31 1.Project 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, her (inch): 2.990 Code report: ICC -ES ESR -2713 Anchor category: 1 Anchor ductility: No tin*, (inch): 6.25 cn0 (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 )o factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No <Figure 1> )0 lb Company: Date: 9/22/2017 Engineer: Page: 1/4 Project: Address: Phone: E-mail: - mr- Project description: Tukwilia Stair Tower New HSS Base Connection Location: Bellevue, WA Fastening description: Epoxied Pin and Titen HD 9 (L&,-,"? ie Base Material Concrete: Normal -weight Concrete thickness, h (Inch): 24.00 State: Cracked Compressive strength, fc (psi): 3000 44c,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 the ked tor.Flausibifl 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 S sng <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: Recommended Anchor Anchor Name: Titen HD® - 1/2"0 Titen HD, hnom:4" (102mm) Code Report: ICC -ES ESR -2713 X111 1,1 1 �� J Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 4 Str.nq Tte , am{;,.ny in, 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong -Tie Anchor DesignerTM Software Version 2.4.5940.31 3. Resulting Anchor Forces Anchor Tension load, Nua (Ib) Company: Date: 9/22/2017 Engineer: Page: 3/4 Project: Address: Phone: E-mail: Shear load x, V. (Ib) Shear load y, Vu ay (Ib) Shear load combined, 4(Vuax)2+(Vuay)2 (Ib) 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.6.11 Vsa (Ib) 4790 Ogroui 0 0gmut0Vsa (Ib) 1.0 0.60 2874 <Figure 1028.0 3> Y 9. Concrete Breakout Strength of Anchor in Shear (Sec. D.6.2) Shear perpendicular to edge In x -direction: Vbx = min17(4/da)0'24de/ta4PCca11 6; 9Ra11Pcca11.5I (Eq. D-33 & Eq. D-34) le (in) da (in) 28 f (psi)cal (in) Vbx (Ib) 2.99 0.50 1.00 3000 3.00 2014 OVcbx =9 Ow/ Avco)Y'ed,vPPc,vlhh,vVbx (Sec. D.4.1 & Eq. D-30) Avc (in2) Avco (in2) P8d,v Vic,v Wh,v Vbx (Ib) OVmx (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.6.3) OVCp = 0kCpNCb = Okcp(ANC/ANco)Wed,N�c,NWcp,NNb (Eq. D-40) /cep ANC (in2) ANCo (1n2) !ed,N Vc,N Y'cp,N Nb (Ib) 0 gVCp (Ib) 2.0 53.82 80.46 0.901 1.000 1.000 4814 0.70 4060 11. Results Interaction of Tensile and Shear Forces (Sec. D.71 Shear Factored Load, V00 (Ib) Design Strength, OVa (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 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 112"0 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. Senpst n Strong-Tir. t„impany Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com PROJE NA E DEI�/6 ---. PROJECT# DIBBLE ENGINEERS INC ! 7-0S( SU Cc Osf Cecorn - 6 '1,1-4xex, i'--0"4 • 1 S) r. - 6 -- ���r De - SHEET # DATE BY 0.114 5 1 I V. 5/78 YA,EN'svG1-- Ar?(6(11-:Atl- t-riv\A 1/2" (6) 1) 7iy T ‘1-1-0 X'f o 6a' lt-)/1V 'a' X(' =22. i/r 44e) P -D. /U 2H/iv •xia) 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. 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, 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 0 Ib flo factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic load <Figure 1> Sig Company: Date: 9/22/2017 Engineer: Page: 1/4 Project: Address: Phone: E-mail: 7 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, f c (psi): 3000 4Wo,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 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. sun Strong- Lc: Lnmpany inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON ron g Tie � .er <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: 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. 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- de Anchor Designer TM Software Version 2.4.5940.31 3. Resulting Anchor Forces Anchor Tension load, N. (Ib) Company: Date: 9/22/2017 Engineer: Page: 3/4 Project: Address: Phone: E-mail: Shear load x, V ax (Ib) Shear load y, Way (Ib) Shear load combined, 4(Vuax)2+(Vuay)2 (Ib) 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 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) tgrouf 0 Ogrcui(Vsa (Ib) 4790 1.0 0.60 2874 0.0 2042.3 <Figure 3> 01 03 9. Concrete Breakout Strength of Anchor in Shear (Sec. 0.6.2) Shear perpendicular to edge in x -direction: Vbx = minI70e/da)g2Ida2allfccafl•5; 92allfcca/1•51 (Eq. D-33 & Eq. D-34) /e (in) da (in) 2a fc (psi) cal (in) Vbx (Ib) 2.99 0.50 1.00 3000 3.00 2014 QVcbgx=0(Ave/Avc0)y'Oc,VY'ed,V Y'c,V Th,VVbx (Sec. D.4.1 & Eq. D-31) Ave (int) Avco (in2) Y'ec,v Y'ed,v Vie,V 5rin.v Vox (Ib) 0¢Vebgx (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 = minj7(le/da)021da2aIfccal1•5; 9.1.4fccar1•5I (Eq. D-33 & Eq. D-34) le (in) da (in) A. fc (psi) co (in) Vby (Ib) 2.99 0.50 1.00 3000 4.00 3102 OVcbx =O (2)(Avc/Avco)Ted,VWc,V 'h,VVby (Sec. D.4.1 & Eq. D-30) Avc (in2) Avco (in2) 'Ped,v Y'c,V Th,v Vby (Ib) 0 gVcbx (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. 51,npson Strong -Tu; 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 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) (Vcp = QikcpNca = glkcp(ANc/ANco)'f'ed,NWc,NWcp,NNb (Eq. D-40) kep ANC (int) ANce (Ing) Y'od,N Pc,N 'J'cp,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, Vue (Ib) Design Strength, 0V„ (Ib) Ratio Steel 1207 2874 0. Pass T Concrete breakout x+ 1578 1533 1.03 / Fall (Governs) II Concrete breakout y- 1207 2171 . Pass (Governs) Pryout 1207 2954 0.41 - s Off/ NC - y r' !�2 : 2) tol 0 Status FAIL, Selected anchor type and embedment do not meet the selected esign criteria. 12. Warnings - Per designer Input, ductility requirements for tension have been determi :d to be satisfied — designer to verify. - Per designer input, ductility requirements for shear have been determi -d to be satisfied — designer to verify. - Designer must exercise own judgement to determine if this design is citable. - Refer to manufacturer's product literature for hole cleaning and insta ation instructions. Lorj w u /Q&&/-4, �.�-Z Com.. 4 ge_1),-..airx-v 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 Posites Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com DEI ;.DIBBLE ENGINEERS INC PROJECT <-/ (tel,e17/C-A/1"" jr4:}rie PROJECT 7123 SUBJECT BYM/4 SHEET# DATE?_Z—(r1 t." l C/ t- V "'fie : NoV 6,4 .sreet_gra3d N) T.O.P 0 Au- ��,,,, �� 25-0" / V E `--�- _� (E) T.O.C. JL(LIJ 4 } / /sr. 7 a L nW,+-L D rD o Co/r. / � 1-e 1,1 a? i M SIM. 116)145( / 90 C ci W `II l(4-nre1-.S °P)V y" ri$o 1/x-4 i iVi6270)0 (z -mo d) F.F.E IINPra;-0" 0 (E)B.O.S. n 7-)7040 000 IeS re WALL SECTION BLDG. 24 AND 28 SCALE: 1 /4"=1'-0" l�� DEI DIBBLE ENGINEERS INC PROJECT NAME PROJECT -5 SUBJECT 1r2w01Nle ?,411 (toiT/0). Afige,o0-0.1 15 16 0 W z SHEET # DAT r7�J� �� BY, I • " ii.1 -vou sko ave . 15 11'-31 17 (02-‹-INL ROOF PLAN SIMPSON Anchor Designer TM Software Version 2.4.5940.32 1.Proiect 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 ca. (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 Do 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. (psi): 4000 4Po,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 0 Ib 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, Nub (Ib) 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, 1/(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 (%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 Qi Ogroutb/Vsa (lb) 1695 1.0 0.60 1017 <Figure 3> 9. Concrete Breakout Strength of Anchor in Shear (Sec. D.6.2) Shear perpendicular to edge in x -direction: Vbx = minI7 (le /da)021idaa.a/f'cCa11'5; 92a//f cca11.51 (Eq. D-33 & Eq. D-34) le (in) de (in) ,.a f'c (psi) cal (in) Vbx (Ib) 1.51 0.25 1.00 4000 4.00 2537 0Vcbx =96(Avc/Avco) Yed.VWc,VVh,vVbx (Sec. D.4.1 & Eq. D-30) Avc (in2) Avco (in2) Yad,v �c,V y'h,V Vbx (Ib) 72.00 72.00 1.000 1.000 1.000 2537 10. Concrete Pryout Strength of Anchor in Shear (Sec. D.6.31 QVcp = OkcpNcb = 0kcp(ANc/ANco)V'ed.N Tc,NVcp,NNb (Eq. D-40) l(cp Aft (in2) ANco (in2) Ped,N ye,N Wcp,N Nb (lb) 1.0 20.52 20.52 1.000 1.000 1.000 1995 11. Results Interaction of Tensile and Shear Forces (Sec. D.7) Shear Factored Load, Vua (lb) Design Strength, 0V„ (Ib) Ratio 1000.0 x Y 0 OVcbx (lb) 0.70 1776 0 0.70 q$Vcp (Ib) 1397 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 DesignerTM Software Version 2.4.5940.32 Steel 1000 T Concrete breakout x+ 1000 Pryout 1000 Company: Date: 9/25/2017 Engineer: Page: 4/4 Project: Address: Phone: E-mail: 1017 0.98 1776 0.56 1397 0.72 1/4"0 Titen HD, hnom:2" (51mm) meets the selected design criteria. 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 8/5/2019 0 City of Tukwila Department of Community Development KIRT NEAL 3015 112 AVE NE - SUITE 205 BELLEVUE, WA 98004 RE: Permit No. D18-0279 BKM MANAGEMENT COMPANY 925 INDUSTRY DR BLDG 27 Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 9/22/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 9/22/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 4064 "A/i1C3 Kandace Nichols2 Permit Technician File No: D18-0279 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 0 WARE 1V1ALCOMB ARCHITECTURE I PLANNING I INTERIORS BRANDING I CIVIL ENGINEERING Memorandum Date: Aug. 31, 2018 Project Name: Tukwila commerce center_BIdg 27 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. RECEIVED CITY OF TUKWILA AUG 31 2018 PERMIT CENTER 171`61- 00-11 3015 112th Ave NE #205, Bellevue, WA 98004 P 425.670.6706 F 425.774.8219 8.31.2018 PAGE 1 D P INC GENERAL CONTRACTORS 1-lome Espanol Contact Safety & Health Washington State Department of "Labor & Industries 0 Search LM A -L Index Help Page 1 of 2 My L&I Claims & Insurance 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 contractors 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 08/21/2018 09/15/2016 Expiration date 09/15/2019 Insurance history Savings ..._.............._.. No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. 1 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601515833&LIC=DPINCGC066BU&SAW= 9/6/2018 D P INC GENERAL CONTRACTORS License Violations No license violations during the previous 6 yE`LJeriod. 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 2 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 O 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= 9/6/2018 0 ¢1 r) 0 0 0 D 0 0 0 0 0 a) 0 cp0 N') co CAU I ION: I1- I HIS SHEL 115 NO 1 24"x3b" I 1 15 A I-<EUUUEU 1-'1-ZIN ABBREVIATIONS SYMBOLS PERMIT SUBMITTAL UKW� z'� 3t A COMMERCt C NT R & And Jan. Janitor; L Angle JT. Joint © At Centerline � KIT. Kitchen Diameter or Round Pound or Number LAB. Laboratory (E) Existing LAM. Laminate LAV. Lavatory ACOUS Acoustical LKR. Locker A.D. Area Drain LT. Light ADJ. Adjustable AGGR. Aggregate MAX. MaximumDOOR AL. Aluminum M.C. Medicine APPROX. Approximate MECH. Mechanical ARCH. Architectural MEMB. Membrane ASB. Asbestos MET. Metal ASPH. Asphalt MFR. Manufacturer MH. Manhole BD. Board MIN. Minimum BITUM. Bituminous MIR. Mirror BLDG. Building MISC. Miscellaneous BLK. Block M.O. Masonry Opening BLKG. Blocking MTD. Mounted BM. Beam MUL. Mullion B.O.P. Bottom of Panel B.O.R. Bottom of Reveal N. North BOT. Bottom N.I.C. Not In Contract N0. or # Number CAB. Cabinet NOM. Nominal C.B. Catch Basin N.T.S. Not To Scale CEM. Cement CER. Ceramic O.A. Overall C.I. Cast Iron OBS. Obscure C.G. Corner Guard 0.C. On Center CLG. Ceiling 0.D. Outside Diameter (Dim.) CLKG. Caulking OFF. Office CLO. Closet OPNG. Opening CLR. Clear OPP. Opposite C.O. Cased Opening COL. Column PRCST. Pre -cast C.O.M. Center of Mullion PL. Plate CONC. Concrete P.LAM. Plastic Laminate N. Connection CONN. Construction PLAS. Plaster PLYWD. Plywood CONT. Continuous PR. Pair C.O.R. Continuous PT. Point CORR. Corridor P.T.D Paper Towel Dispenser CTSK. Countersunk100 P.T.D/R Combination Paper Towel CNTR. Counter PTN. Partition CTR. Center P.T.R. Paper Towel Receptacle DBL. Double Q T, Quarr Tile DEPT. Department y D.F. Drinking Fountain DET. Detail R. Riser DIA. Diameter RAD. Radius DIM. Dimension R.D. Roof Drain DISP. Dispenser REF. Reference DN. Down REFR. Refrigerator D.O. Door Opening RGTR. Register D. Door REINF. Reinforced DR. Drawer REQ. Required DS. Downspout RESIL. Resilient D.S.P. DryStandpipe RM. Room R.O. Rough Opening DWG Drawing RWD. Redwood R.W.L. Rain Water Leader E. East EA. Each S. South E.J. Expansion Joint S.C. Solid Core EL. Elevation S.C.D. Seat Cover Dispenser ELEC. Electrical SCHED. Schedule ELEV. Elevator S.D. SoapDispenser EMER. Emergency p SECT. Section ENCL. Enclosure SH. Shelf E.P. Electrical Panelboard SHR. Shower EQ. Equal SHT. Sheet EQPT. Equipment SIM. Similar E.W.C.Electric Water Cooler S.N.D. Sanitary Napkin Dispenser EXST. Existing S.N.R. Sanitary Napkin Receptacletacle EXPO. Exposed SPEC. Specification EXP. Expansion SQ. Square EXT. Exterior S.ST. Stainless Steel S.SK. Service Sink F.A. Fire Alarm STA. Station F.B. Flat Bar STD. Standard F.D. Floor Drain STL. Steel FDN. Foundation STOR. Storage F.E. Fire Extinguisher STRL. Structural F.E.C. Fire Extinguisher Cab SUSP. Suspended F.H.C. Fire Hose Cabinet SYS. Symmetrical FIN. Finish FL. Floor TRD. Tread FLASH. Flashing T.B. Towel Bar FLUOR. Fluorescent T.C. Top of Curb F.O.C. Face of Concrete TEL. Telephone F.O.F. Face of Finish TER. Terrazzo."..,........... F.O.S. Face of Stud T. & G. Tongue and Groove FPRF. Fireproof THK. Thick F.S. Full SizeAPPROVED FT. Foot or Feet T.O.P. Top of Panel FTG. Footing T.O.R. Top of Reveal FTG. Furring T.P. Top of Pavement UR FUT. Future T.P.D. Toilet Paper Dispenser T.V. Televisioni" T.W. Top of Wall141 GA. Gauge TYP. Typical GALV. Galvanized G.B. Grab Bar UNF. Unfinished GL. Glass U.O.N. Unless Otherwise Noted GND. Ground UR. Urinal GR. Grade GYP. Gypsum VERT. Vertical H.B. Hose Bibb VEST. Vestibule H.C. Hollow Core W. West HDWD. Hardwood W/ With HDWE. Hardware W.C. Water Closet H.M. Hollow Metal WD. Wood HORIZ. Horizontal W/0 Without HR. Hour WP Waterproof HGT. Height WSCT. Wainscot I.D. Inside Diameter (Dim.) WT. Weight INSUL. Insulation INT. Interior ALIGN • OFFICE ROOM NAME DATE 'OFFICE' 0000 �.t tt ,.a:,,, ,> ..,F,.: ,.,, Yv ,<Z, ,,,:' ,'?,,. ..rt:: . is. .v, trs..,... n.9.. t= P + ,l,..,l?v Y'�JI,.nSI,. �.�..P.<t.S,a v...,2Ti t. ,»,.., .,, a„ ., .L rF'. ✓,2.. Y 3. .v,.,,fi3� s: i.xia.:,, v,-.1. »i ,,t ..,. ,. >..... ..... ... ... ,...... a ... r ,a... .,.. ,.. »,... s .. .., >. ..,s , ,. ,.. ,,.... .. ... ... ., <... ,,, 2018-07-09 C1-671)�, ROOM NUMBER NUMBER St.AIR»,.,>�NC K. r; ' " r; * 1 , 22 .„av , 4.-4.4 i� A' 26i „3.„ :>,v;, V i', Yom: 825 OSUR INDUS RY C ADD NG DERN ---N O WINDOW NUMBER REFERENCE i' ADETAIL t\ -' SHEET NUMBER X DETAIL SECTION REFERENCE XX SHEET NUMBER SECTION REFERENCE WASHINGTON 98188 DETAIL SHEET NUMBER REFERENCE PROJECT LD/\1"/\ DV\/I'J E I S E E- 1T 1NIDEX EXTERIOR ELEVATION SHEET NUMBER A +— INTERIOR ELEVATION VIEW PROJECT SCOPE: PROJECT INCLUDES RE -CLADDING OF ENTRY BKM KM MANAGEMENT COMPANY ARCHITECTURAL (8 SHEETS) (OPTION #1) ELEVATION REFERENCE ENCLOSURES WITH RE -CONSTRUCTION OF WINDOW OPENINGS AND ROOF CONFIGURATION TO ADDRESS ONGOING MAINTENANCE AND WATER INFILTRATION CONCERNS. BUILDING DEPARTMENT: CITY OF TUKWILA 601' STRANDER BLVD. C.E. KAISER TUKWILA WA 98188 PH: (206) 487-7042 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 INTERIOR D B SHEET NUMBER C ELEVATION VIEW (OPTION #2) A INTERIOR A3.1 EXTERIOR ELEVATIONS OFFICE--- ROOM NAME BUILDING CODES: 2015 INTERNATIONAL BUILDING CODE A4.1 PARTIAL FLOOR PLANS, ELEVATION AND SECTION - BUILDING 21 AND 27 A5.1 DETAILSccJ D ---- B SHEET NUMBER 2014 NATIONAL ELECTRIC CODE 2015 INTERNATIONAL MECHANICAL CODES 2015 UNIFORM PLUMBING CODE G E N E RAL N T RACTO R C 2015 INTERNATIONAL FIRE CODE 2015 WASHINGTON STATE AMENDMENTS 2015 WASHINGTON STATE ENERGY CODE OCCUPANCY CLASSIFICATION: BUSINESS GROUP B DP INC. XXX KEYNOTE INDICATOR ® FINISH INDICATOR FIRE PARTITION: NOT APPLICABLE 19936 BALLINGER WAY NE TRYGVE OYE SEATTLE, WA PH: (206) 361-2989 REVISION TYPE OF CONSTRUCTION: CONSTRUCTION TYPE - IIIB SPRINKLERED: NOT-SPRINKLERED /FcF-I (� I TE CT CT -•-- FLOOR MATERIAL TYPE NUMBER OF STORIES. TWO FLOOR NOTE 1 -• WARE COMB WALL MATERIAL TYPE ASSESSOR'S PARCEL NO.: 252304-9034 p OCCUPANT LOADS: EXISTING OCCUPANT LOADS REMAIN JONATHAN THOMAS 3015 112th AVENUE NE, SUITE 205 PH: (425) 670-6706 WALL NOTE UNCHANGED; CORRIDORS, STAIRS, DOORS AND ALL OTHER COMPONENTS OF THE EGRESS PATH REMAIN UNCHANGED; ONLY EXTERIOR CLADDING AND ROOF ARE BELLEVUE. WASHINGTON. 98004 FAX: (425) 774-8219 h fi, "� "•" �\ `""" ' "A ,fi 9 � �� X�� i� B BASE MATERIAL TYPE -r— 1 �— BASE NOTE »� »n,�» . WALL TYPE INDICATOR IMPACTED. ARC N 1 I T E CT S CONSULTANTS �, '• �'�. r .. � ���' � � � 9 ° 2 ' EXIT ILLUMINATED EXIT SIGN STRUCTURAL ENGINEER c� r >;� r, r,� SE A t, �l L_ F ' F,MiT 1:1,._C Ul D FOI is ; +, S 1 FOOT FLOOR ,=ACKUl') " .. CANDLE MIN. AT LEVEL. (BATTERY 4 •tl,, _ .., _� H ;, ; , ) J • •,�, . = 21^i t�0 DIBBLE ENGINEERS INC. 1029 MARKET STREET KIRKLAND, WA 98033 PH: 828 -4200 -^---- (21 Mechanical Electrical Ptbin COum9 CO G0:-....5 Piping -••• - REVISIQNS • No changes shall he made to the scope of work without prior approval of L1il of , `f<tiA,,ila SU!! .r. ' ", ! 5iV !ON .— Tukwila Building f )Msicn NOTE: Revisions will require a nr;v plan submittal t and may in�;u�'c� additional plan review facts VIC-I Yw.. MAP REVIEWED FOR CODE COMPLIANCE FILE COPY SEP 04 2016 Permit C4■ 0'4/(Y1 Ity Of Tukwil Plan review approval is subject Approval of construction documents he violation of any adopted Of approved Fiel Pp py and By, ^,"' to code BUILDING DIVISION errors and omissions. does not authorize or Ordinance. Receipt s CE , r D ions is acknowledged: CITY OF TU K W I LA AUG 3 2018 STRANDER BLVD © z 8 MINKLER BLVD / o i-- = z <v� gPERMIT Date: Ot — - i X CENTER City of Tukwila BUILDING DIVISION , /r I' Ot{t? cr a¢. or W > ¢ w w o' W o ¢t �<`' /II PROJECT SITE - - - - V, THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. ex Ca) 014 O 4 4< J 0 N ww .2 8 0 bA4 ca '0 ccii KEVIN T. EVERNHAM STATE OF WASHINGTON i's�19Y1� y. W �.. z W L"� U < W—J U 2 W Q VJ 0 U 0 < z �I W ct VJ NDUSTRY DRIVE N CO TUKWILA, WASHINGTON 98188 TITLE SHEET REMARKS PERMIT SUBMITTAL PERMIT RE—SUBMITTAL z 0 5 w Et SEA16-0013-00 DATE 2017-12-27 2018-02-19 2018-07-09 .— N THESE DRAWINGS AND SPECIFICATIONS ARE PA / PM: J. THOMAS DRAWN BY: - JOB NO.: SEA16-0013-00 SHEET A0.1 Wed, 11 Jul 2018 W: \SEA\16\0013\00\Architectural\Cad\CD\CD\0013_A02.dwg UAU I ION: II- I HIS SHEL 115 NU I 24"x3b" I I I5 A F EUUUEU THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED THESE DRAWINGS AND 0 N 9926 REGISTERED ARCHITECT KEVIN T. EVERNHAM STATE OF WASHINGTON OC O 2 E W o W � L.L W W OC O 0 0 z _J W F- VJ NDUSTRY DRIVE 03 00 V"" 03 0') z O z J. N 0 GENERAL NOTES REMARKS DEMOLITIONNOTES FIRE AUTHORITY NOTES GENERAL PROJECT NOTES ... . z. 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. IF 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 RATINGS) 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 SHALL PATCH/REPAIR THE FIREPROOFING INSULATION TO A 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 TO REMAIN. DISCONNECT REMOVE UTILITIES. LOCATE AND PROTECT UTILITIES3. 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, 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. A 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING 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 DURING 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. . 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 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 WHEREPROCEEDING 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 LINE 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. - 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 ALARM 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 & 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. 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 STATE AND LOCAL CODES AND ORDINANCES HAVING JURISDICTION PROJECT. 2. THE TERM "ARCHITECT" OR "DESIGNER" AS USED IN THESE TO WARE MALCOMB. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURE, OR FOR SAFETY PRECAUTIONS AND PROGRAMS THE WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY CONTRACTOR. 4. THE DESIGN ADEQUACY, AND SAFETY OF ERECTION BRACING, TEMPORARY SUPPORTS, ETC. DURING DEMOLITION AND/OR CONSTRUCTION SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT THE STRUCTURAL ENGINEER OR ARCHITECT. 5. THE ARCHITECT ASSUMES N0 RESPONSIBILITY FOR THE COMPLETENESS FOR BID PURPOSES PRIOR TO THE ISSUANCE OF THE BUILDING 6. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE EXAMINING CONTRACT DOCUMENTS, FIELD CONDITIONS, AND WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION OR 7. CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION ("AS -BUILT DRAWINGS") AND SHALL PROVIDE SAID DOCUMENTATION ARCHITECT UPON COMPLETION OF CONSTRUCTION - NO EXCEPTION 8. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE TO COORDINATE SUBCONTRACTORS PERREQUIREMENTS ESTABLIS D HE BY OWNER, BOTH, WHICH ARE UNDER SEPARATE CONTRACT WITH THE OWNER, OR BOTH. 9. THE STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, OTHER JOB SPECIFICATIONS ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS. ANY DISCREPANCY BETWEEN THESE .DOCUMENTS IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT 10. THE INTENT OF DRAWINGS AND SPECIFICATIONS IS TO INCLUDE MATERIALS AND SERVICES NECESSARY FOR THE COMPLETION SHOWN, DESCRIBED, OR REASONABLY IMPLIED, BUT NOT LIMITED EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS. 11. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, U.O.N. 12. ANY WORK INSTALLED IN CONFLICT WITH THE CONSTRUCTION THE PRIOR APPROVAL OF THE OWNER AND THE ARCHITECT AT THE CONTRACTOR'S EXPENSE. 13. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE WILL CAUSE A DELAY IN THE CONSTRUCTION COMPLETION SCHEDULE. CONTRACTOR SHALL SUBMIT CONFIRMATIONS OF DELIVERY DATES MATERIALS AND EQUIPMENT HAVING LONG LEAD TIMES. 14. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL WRITING AND WILL BE CONSIDERED ONLY IF BETTER SERVICE ADVANTAGEOUS DELIVERY DATE, OR A LOWER PRICE WITH CREDIT / TENANT WILL BE PROVIDED WITHOUT SACRIFICING QUALITY, FUNCTION. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS QUALITY TO THE PRODUCT SPECIFIED. 15. PROJECT SPECIFICATIONS ARE AN INTEGRAL PART OF THESE SUBSTITUTIONS FOR SPECIFIED MATERIALS REQUIRE THE WRITTEN THE ARCHITECT. 16. UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS, SHALL SUBMIT ONE (1) SET OF SHOP DRAWINGS. SHOP DRAWINGS INCLUDE DETAILED, FABRICATION AND ERECTION DRAWINGS, DIAGRAMMATIC DRAWINGS, AND MATERIAL SCHEDULES. LOCATION ORIENTATION OF ALL ITEMS SHOULD BE CLEARLY INDICATED. OF SHOP ITEMS AFTER RECEIVING ARCHITECTS OR DESIGNERS SHOP DRAWINGS. 17. THE ARCHITECT'S REVIEW OF SHOP DRAWINGS SHALL NOT RELIEVE CONTRACTOR OR SUBCONTRACTOR FROM RESPONSIBILITY FOR THE DRAWINGS OR SPECIFICATIONS UNLESS HE HAS, IN WRITING, TO THE ATTENTION OF THE ARCHITECT SUCH DEVIATIONS AT SUBMISSION, NOR SHALL IT RELIEVE HIM (GENERAL CONTRACTOR) RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS. 18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING REQUIRED BUILDING PERMITS PRIOR TO STARTING CONSTRUCTION. 19. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT EVIDENCE OF CURRENT WORKMAN'S COMPENSATION INSURANCE WITH THE STATE LABOR DEPARTMENT IN COMPLIANCE CODES. 20. PROVIDE CONTINUOUS INSPECTIONS AS SET FORTH IN STATE AND PER CONTRACT DOCUMENTS AS NEEDED. 21. PRIOR TO THE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY PROJECT, THE GENERAL CONTRACTOR SHALL SUBMIT A SIGNED THE DEPARTMENT OF BUILDING AND SAFETY STATING THAT PERFORMED AND MATERIALS INSTALLED ACCORDING TO THE SPECIFICATIONS AFFECTING NON-RESIDENTIAL ENERGY. 22. CONTRACTOR SHALL VERIFY ALL BUILDING STANDARDS WITH PRIOR TO BEGINNING ANY WORK. HOWEVER, THERE SHALL BE WHATSOEVER FROM THE CONTRACTOR DOCUMENTS WITHOUT WRITTEN APPROVAL THEREOF. THE CONTRACTOR AGREES TO AND HOLD THE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING OF UNAPPROVED CHANGES. :, CONFORM OVER THIS DOCUMENTS REFERS AND SHALL NOT SEQUENCE IN CONNECTION OF THE SHORING, IS BEEN CONSIDERED OF PLANS PERMIT. RESPONSIBLE FOR CONFIRMING THAT IF ITEMS, FROM THE RELATED WORK. CHANGES TO THE ALLOWED. WITH ALL TENANT, OR OR TENANT, DRAWINGS, AND CONSTRUCTION SHALL BE FOR CLARIFICATION. ALL LABOR, OF ALL WORK TO THAT IN STRICT DRAWINGS, WITHOUT SHALL BE CORRECTED OF OR THAT THE FOR ORDERS BE SUBMITTED FACILITIES, A MORE TO THE OWNER APPEARANCE, BE REQUIRED TO OR IS NOT OF EQUAL PLANS - APPROVAL THE CONTRACTOR SHOULD SETTING DRAWINGS, AND BEGIN FABRICATION APPROVAL OF THE GENERAL DEVIATIONS FROM AND BROUGHT THE TIME OF THE FROM ALL SHALL HAVE COVERAGE ON WITH CURRENT LABOR AND LOCAL CODES FOR THIS CERTIFICATE ALL WORK HAS PLANS AND BUILDING LANDLORD NO DEVIATIONS THE ARCHITECT'S DEFEND, INDEMNIFY AS A RESULT �� a ,. R ` .. _._.>.� SFP �' TO BE OF WITH THE BY ANY OF IN AND FROM TO BEEN x , a ". � � SEP, ^"20;3 DRAWING NOTES: 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE SHALL BE TO FACE OF CURB, FACE OF CONCRETE OR MASONRY, FACE OR CENTERLINE OF GRIDS. 2. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FLOOR SLAB, U.O.N. 3. DIMENSIONS SHOWN IN FIGURES TAKE PRECEDENCE OVER DIMENSIONS FROM DRAWINGS. -LARGE SCALE DRAWINGS AND'DETAILS TAKE PRECEDENCE SMALLER SCALE DRAWINGS. 4. THE TERM "ALIGN", AS USED IN THESE DOCUMENTS, SHALL MEAN ACCURATELY LOCATE FINISHES IN THE SAME PLANE. 5. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, U.O.N. 6. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS THROUGHOUT, U.O.N. 7• COLUMN CENTERLINES (GRID LINES) ARE SHOWN FOR DIMENSIONING 8. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY THE WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR THE SAME BUILDING. INTERIOR /EXTERIOR NOTES: 1. WHERE ELECTRICAL, MECHANICAL AND/OR PLUMBING ITEMS, SUCH DUCTS PIPING,DOWNSPOUTS,ETC. ARE TO PENETRATE ANY BUILDING I ING SLABS, FLOORS, STRUCTURAL FRAMING, WALL PARTITIONS, CEILINGS, REQUIRED THAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE FURNISHED. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF WITH THE CONSTRUCTION DOCUMENTS PRIOR TO THE INSTALLATION STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WORK. ANY DISCREPANCY WITHIN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT ARCHITECT'S ATTENTION FOR CLARIFICATION. 2. CONTRACTOR ALONG WITH MECHANICAL CONTRACTOR, SHALL PROVIDE LOCATE ACCESS DOORS/PANELS IN WALL & CEILING CONSTRUCTION TO PROVIDE ACCESS TO MECHANICAL, FIRE SPRINKLER, PLUMBING WORK. CONTRACTOR SHALL SUBMIT A PLAN OF ALL PROPOSED ACCESS LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 3. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED RATING. 4. WHERE OCCURS, CONTRACTOR SHALL PATCH ANY EXISTING WALLS CEILINGS AS NEEDED TO REFURBISH THE LEASE SPACE AND REPAIR DAMAGES CAUSED BY CONTRACTOR. 5. INTERIOR WALLS AND CEILINGS SHALL BE INSTALLED IN ACCORDANCE LOCAL CODES, INCLUDING REQUIREMENTS FOR FLAME SPREAD AND DENSITY RATINGS FOR FINISH MATERIALS. 6. WHEN USED, ALL NOISE BARRIER BATTS (SOUND INSULATION) AND BATTS SHALL BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR OZONE DEPLETING COMPOUNDS. - 7. ALL NEW CONSTRUCTION MATERIALS SHALL BE 100%. ASBESTOS -FREE. 8. OUR FIELD VERIFICATION IS BASED ON THOSE BUILDING ELEMENTS IMMEDIATELY AND READILY VISIBLE WITHOUT THE USE OF DEMOLITION REMOVAL OF ANY PERMANENT ELEMENTS. JOB SITE NOTES: 1. WHERE EXISTING TENANTS BUSINESSES ARE ADJACENT TO THE JOB / THE CONTRACTOR SHALL MINIMIZE CONSTRUCTION NOISE -EXTREME CONSTRUCTION SHALL OCCUR AT NON -TYPICAL BUSINESS HOURS. SHOULD NOTIFY BUILDING REPRESENTATIVE OF SPECIAL CIRCUMSTANCES ADVANCE PRIOR TO WORK. 2. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT SURROUNDING AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS REGULATIONS OF THE STATE DEPARTMENT OF HEALTH. 3. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN SITE. THE CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVE LOCATION OF DISPOSAL SITES. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING AFTER ITS COMPLETION. WHERE APPLICABLE, CLEANING SHALL INCLUDE, NOT BE LIMITED TO, THE EXTERIOR AND THE INTERIOR OF THE BUILDING, PATH OF TRAVEL TO THE JOB SITE, PARKING LOTS, ELEVATORS, LOBBIES, CORRIDOR CARPETS. 5. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE . PER STATE ANDLOCAL CODES. 6. IF TRENCHES OR EXCAVATIONS 5'-0" OR MORE IN DEPTH ARE REQUIRED, ISSUANCE OF A BUILDING OR GRADING PERMIT. 7. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE WHICH DOES NOT COMPLY WITH THE LOCAL FIRE AUTHORITY AND COUNTY REQUIREMENTS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AIR GRILLES, DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING AIR DISTRIBUTION SYSTEMS. 9. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION DONE SO IN ACCORDANCE WITH STATE & LOCAL CODES. 10. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY BUILDING AND SIF w1LF JOB IS IN PRO(RESS AND UNTIL THE JOB DOCUMENTS OF FINISH SCALED OVER TO CONDITION IS WHEN THEY PURPOSES. PART OF WORK IN AS LIGHTS, F00 GS TIN ETC., IT IS BE ALL ITEMS OF CONFLICT OR TO THE AND AS REQUIRED & ELECTRICAL PANEL TO MAINTAIN AND/OR ALL TO STATE & SMOKE INSULATION UTILIZE WHICH ARE OR SITE/TENANT, SITE TENANT, NOISE CONTRACTOR IN AND BE IN AND APPROPRIATE OF THE OF THE JOB BUT THE AND REQUIRED OBTAIN BUILDING STATE AND RETURN INTO BUILDING SHALL BE THE OF THE IS .�; 2018 GLAZING NOTES 1. 2. 3. 4. 5. 6. EACH LIGHT SHALL BEAR THE MANUFACTURER'S AND THICKNESS OF THE GLASS. GLASS SHALL BE FIRMLY SUPPORTED FIELD MEASURE ALL OPENINGS PRIOR �� ALL GLAZING WITHIN A 24 ARC THE FLOOR SHALL BE TEMPERED. ALL GLASS SHALL COMPLY WITH CODES AND THE U.S. PRODUCT SAFETY ARCHITECTURAL GLAZING MATERIALS. WHERE JOINTS ARE REQUIRED IN PROVIDED U.O.N. LABEL DESIGNATING ON ALL FOUR EDGES. TO FABRICATION. OF EITHER EDGE OF A DOOR AND (SAFETY GLASS) THE REQUIREMENTS OF STATE. COMMISSIONS: SAFETY STANDARDS MULTIPLE LITE SITUATIONS, SILICON "6R 'r?'9 $ 1"`"R • r �, i ,n' ., �} ,.....0L,- . ,. ._ ... >,� SEP 2.� 1� THE TYPE �� WITHIN 60 OF AND LOCAL FOR IS TO BE ` w `" ROOF NOTES 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 WITH WORK. CHANGES TO ACCOMMODATE FIELD CONDITIONSORFILE 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" 0.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. 13. 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). COMPLETED. ��^- : c `. _... ( REVIEWED FOR CODE COMPLIANCE APPROVED SEP 04 2018 City Of Tukwila BUILDING DIVISION I` EC EIV CITY OF -fUKdVu AUG 3 1 PERMIT CENTER 0 2011A THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED THESE DRAWINGS AND 0 N 9926 REGISTERED ARCHITECT KEVIN T. EVERNHAM STATE OF WASHINGTON OC O 2 E W o W � L.L W W OC O 0 0 z _J W F- VJ NDUSTRY DRIVE 03 00 V"" 03 0') z O z J. N 0 GENERAL NOTES REMARKS PERMIT SUBMITTAL PERMIT RE—SUBMITTAL REVISIONS SEA16-0013-00 DATE 2017-12-27 m i N 0 I M 0 N 2018-07-09 ..--04 PA / PM: J. THOMAS DRAWN BY: 000 JOB NO.: SEA16-0013-00 SHEET A0.2 Wed, 11 Jul 2018 W: \SEA\16\0013\00\Architectural\Cad\CD\CD\0013_A03.dwg CAU I ION: II- I HIS SI-ILE I IS NU I 24'xib" 1 115 A KE,UUUEUH-<IN 1 SES 22 NO NEW HSS COLUMN SHIM 1/2"X3 1/2"X2" 3/16" 2" I` 3/16" 3 1/2" PL 1 /4"X6"X1'-2" SIDE PLATE EA SIDE (P .CONNECTION DETAIL 9 1 /2"TITEN HD X4" ®QOF 6" WALL TILT UP CONC. SIDE WALL SCALE: 3"= 1'-0" PLATE 1 /4"X6"X1'-2" W 3 1 2"X4"TITEN HD /" 4" CONNECTION DETAIL -01 3/16" V12" 4 1/2" 1 /2"X2"PIN SET XP CONNECTION DETAIL SCALE: 3"= 1'-0" O C c. WALL CONNECTION DETAIL -01 2) STRUCTURAL NOTES 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 shell 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 1735P. (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 DI.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 "Verso"tyP a as shown on the structural drawings based on single -span, unstiored condition. DIAPHRAGM CAPACITY: Deck and attachments shall be capable of resisting q minimum of 100 Of diaphragm shear at all boundary edge members. Submit ICC Evaluation Report as proof of compliance. INSTALLATIOle: Install deck in accordance with suppliers Instructions and shop drawings. Attachments shall resist the uplift forces and the diaphragm shear forces shown on the drawings. Welding shall conform to AWS D1.3. Welders shall have current WABO LightGa a Certification. Minimum end lap 9 g 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 all Joists, and at 6" on center at all edge members COLD -FORMED STEEL FRAMING REFERENCE STANDARDS: Conform to: (1) AISI "Specification for the Design of Cold -Formed Steel Structural Members." (2), IBC Section 2210 and 2211. (3) AWS D1.3 "Structural Welding Code - Sheet Steel." MATERIALS: Studs and Track 16 gage and heavier ASTM A653 Grade D or ASTM A1011 Grade 50, Min FY=50 KSI 18 gage and fighter ASTM A653 Grade A or ASTM A1011 Grade 33, Min FY=33 KSI Sheet Metal Screws Grabber Wafer Self Drilling, #8x1/2 Track o Steel Heti ESD 16 PST Track to Concrete (Shear Wall) heti Kwik-BoltTZ Expansion Anchors Weld Materials E60XX electrodes - conform to AWS D1.3 Galvanizing Studs and Track shall be galvanized in accordance with ASTM A525, G60 Fastenings not shown As recommended bythe 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 he drawings. Alternate members' equivalent In shape, size, stiffness, and strength by manufacturers not current members of the Steet Stud Manufacturer's Association shall be subject to review end 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 L1800 for masonry or precast concreto'veneer, 0600 for EIFS-type system, and 11360,480 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 84" 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 manufacturer's instructions and shop drawings. FIELD CUTS and NOTCHES: Field cuts or notches of anykind: are not permitted In axial load bearing cold -formed steel members, orany member: in the P9Y shearwell 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. !EMBER CONDITIONS: All 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 fisted 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 1/1000e of the member length. (2) Forjoists, out of straightness (camber and sweep) shall not exceed,1/1000e ofthe memberlength. (3) For track, camber shall not exceed 1/1000e of the member length, TEMPORARY BRACING: The contractor is responsible for the strength and stability of the structure: during. construction. Contractor shall provide temporary bracingand other elements aired to maintain stability until the structure is complete. Temporary bracing shall be designed by a licensed Po �' reg � P P ry Washington State registered structural Engineer (SSE) and submitted to the EOR for 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 not shown 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 below40F. Install anchors In strict accordance to ICC report and manufacturers 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 -2528. 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. SEP, 2 2 2QiQ 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 flat molter the stairwells. NOTE PRIORITIES: 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: ARCHITECTURAL 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 wall 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 oonstruction and shall provide temporaryshoring, raci and other elementsrequired to maintain stabilityuntil the structure is completed it is the contractor's responsibility to be familiar with the work b n9 n P P ty a 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 govern. 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 Mr adjustment in the Contract Price. SITE VERIFICATION.; The contractor shall 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 shalt 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 psf 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.WindSpeed (3 -Second Gust) V=110 MPH (LRFD); 85 mph (ASO) Wind Importance Factor Iw =1.0` Risk -Category = II Exposure Category = B Analysis' Procedure— All 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= 0.54 g Site Class = D Sds=0.96g Sd1=0.548 Seismic Design Category = D LIVE LOADS: Roof (Live) 20 PSF Roof (Snow) 25 PSF ALTERNATES: Alternates for. specified items may be submitted to the Engineer for review. SHOP DRAWING REVIEW Any review by the ArchftectlEngineer 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'withthe project plans and specifications, nor departures therefrom. The contractor remalns responsible for details and accuracy; for confirming and correlating all quantities and dimensions; for selecting fabrication processes; for techniques of assembly; andfor prfoming work in a secure manner. When shopdrawings (componentdesiggn drawings) differ from or add la the requirements e Structural drawings they shall be designed and stamped byte responsible SSC. 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 ArchitectiEnglneer for review. The Building :Official may accept inspection ofand reports by approved inspection a endes in lieu of Building Official's inspectionsThe contractor shall obtain approval of Buildin9 Official to use the third -party inspection agency and contractor shall alert the Architect/Engineer as such. P C inspections per Chapter 17 shall be performed byan approved testing agency as outlined in the Special SPECIAL INSPECTIONS: Special sp P P P . PP 9 P , Inspection Schedule and the projectspecification.: Reference plans for the Special Inspection Schedule for this project containing alt inspection, special inspection, and structutafobservaton requirements. STATEMENT OF SPECIAL INSPECTIONS: In addition to the lnspections required by IBC Sec 110, Special Inspectors shall, in accordance with IBC Sec 1705. The registered design professional in responsible charge shall prepare a statement of special inspections in accordance with Section 1704.3.1 for submittal in accordance with Sec 1704.2.3.The Speixat Inspector shall be hired by the Owner as mi independent third -party inspector to perform the inspections listed below. The contractor' is responsible tar` scheduling the inspections, per the'.city/Building Official requirements. Concrete Periodic inspection of cast -in-place anchors Steel Periodic Inspection of steI, bolts, and wathers Identification marks conform to ASTM standard and weld filler material conformsto 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 requi : s =r111i o t+ e I of" ns' ctibn . type used for this projects , .% � hr t xM SOILS AND FOUNDATIONS REFERENCE STANDARDS: Conform to IBC Chapter 18 "Soils and Foundations," DESIGN SOIL VALUES: (Assumed) Allowable Soil Bearing Pressure + LL 20015060 PSFPSF DLDL + Lt- + Setsmiclwind SLABS -ON -GRADE &FOUNDATIONS Foundation is existing. No additional loads and no new work Is needed STRUCTURAL STEEL DESIGN STANDARDS: Structure' steel far 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 besign of Composite Slabs." SEP 22 262 MATERIALS: HSS StruduralTubing' Welding Electrodes Adhesive Anchors; Concrete Screws ASTM A500, Grade B,Fy= 46.ksi E70XX; H110 HY-150 Max or Simpson Si_T 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 Code Sec 6.5. Do not paint steel to be embedded in concrete, fireproofed, or concealed by the interior building finish. Do not paint surfacesto be field welded or where slip -critical baits 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 sl all t 8 ENVES ib' tou CODE COMPLIANCE APPROVED SEP 04 2018 City of Tukwila BUILDING DIVISION c r -ups per project specifications. VE CiTY OF I UK1,'`d1LA AUG 31 2018 PERMIT CENTER 0 d o . f - w W U w 0 U w 0 0 n. 0 J 0 U 0 0 O m >- 2 2 a cece 0 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. W O C.0) "5u tT N —J KEVIN T. EVERNHAM STATE OF WASHINGTON V z 0 -J w VJ 0 -J U z w I.Lr V ) NDUSTRY DRIVE CO CO CO0) STRUCTURAL NOTES & DETAILS REMARKS PERMIT SUBMITTAL PERMIT RE—SUBMITTAL REVISIONS SEA16-0013-00 DATE 2017-12-27 rn N 0 I CO 0 N 2018-07-09 N PA / PM: J. THOMAS DRAWN BY: 000 JOB NO.: SEA16-0013-00 SHEET A0.3 W: \SEA\16\0013\00\Architectural\Cad\CD\CD\0013_A11.dwg CAU 1 ION: 11- I HIS SHEL 1 15 NO 124"Xib" 1115 A F(EUUUEU I- <IN I Se 22 nig GREEN RIVER EXISTING BUILDING 18 EXISTING BUILDING 20 INDUSTRY - EXISTING`. BUILDING 19 ISI -F— EXISTING UILDING 21 EXISTING. BUILDING. 23 EXISTING BUILDING:::. 25 EXISTING BUILDING 22 EXISTING BUILDING 24 f . O 9. 1 EXISTING BUILDING:. 26 EXISTING BUILDING`:. 28 • EXISTING BUILDING 27 SCOPE OF WORK SEE SHEET A2.1 1" =50' 1?? 1 • EXISTING BUILDING 29 EXISTING BUILDING'. 31 4- 4- SCOPE OF WORK H EET, '.2.1 • SE?, 2.2 2Oi2 BOULEVARD ft -Jw z SEP 22 200 REVIEWED FOR doDE C PLIANC APPROVED SEP 04 2018 City of Tukwila BUILDING DIVISION ung—o2�a CITY OF T UKWIL AUG 31 2018 PERMIT CENTER SITE PLAN REFERENCE ONLY 0 25 50 100 250 SCALE: 1"=500'-0" AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. z 8 z W W rZq tha) w O L `I o • en h� w s a cts J bo g 6 .0 N ai d+ ,.sd maw 9926 REGISTERED ARCHITECT KEVIN T. EVERNHAM STATE OF WASHINGTON w z UJ < —J LD W Lill Et � E O U � < .I W Et .17 -• et �-- (/) NDUSTRY DRIVE 0o SITE PLAN REMARKS PERMIT SUBMITTAL PERMIT RE—SUBMITTAL 0) Z O V s w c SEA16-0013-00 DATE 2017-12-27 2018-02-19 2018-07-09 .- N PA / PM: J. THOMAS DRAWN BY: 000 JOB NO.: SEA16-0013-00 SHEET A1.1 Wed, 11 Jul 2018 W: \SEA\16\0013\00\Architectural\Cad\CD\CD\0013_A21.dwg CAU 1 IUN: II— I HIS SHEL 115 NU 1 24"xiti" I I IS A I(EUUUEU PRIN I ±13'-10" L • TYP. EXISTING FIELD VERIFY 3/32"=1'-0" 1 t , 0 4' 8' 16' 24' 48' OVERALL SECOND FLOOR PLAN BUILDING 21 AND 27 SCALE: 3/32"=1'-0 EXISTING FIELD VERIFY EXISTING ROOF SEP 2 2 2019 W' A 3/32"=1'-0" 1 1 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 SEP, 2.2 2t i Pi(6Ca761 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 04 2018 City of Tukwila BUILDING DIVISION WALL LEGEND CITY OF T IJKWILA AUG 31 2018 PERMIT CENTER EXISTING CONCRETE WALL TO REMAIN. EXISTING INTERIOR PARTITION TO REMAIN. • • EXTERIOR EXISTING WALL WITH NEW FURRING THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. ANY DISCREPANCY SHALL BE BROUGHT TO WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. THESE DRAWINGS AND SPECIFICATIONS ARE .45 licee' Co) v 1-4 N o U r4tT r:::4 C:14) 441 cts N -J KEVIN T. EVERNHAM STATE OF WASHINGTON z z o W O U < W Q W W tt O U J C) ._..1 W OC Cl) 825 INDUSTRY DRIVE TUKWILA, WASHINGTON 98188 FLOOR PLANS REMARKS AI MM. PERMIT RE—SUBMITTAL z. 0 w w SEA16-0013-00 MINN 4 DATE IIMMIll 2018-02-19 2018-07-09 MINIM OPEN TO BELOW ��. MINN!. .- MIMI L • TYP. EXISTING FIELD VERIFY 3/32"=1'-0" 1 t , 0 4' 8' 16' 24' 48' OVERALL SECOND FLOOR PLAN BUILDING 21 AND 27 SCALE: 3/32"=1'-0 EXISTING FIELD VERIFY EXISTING ROOF SEP 2 2 2019 W' A 3/32"=1'-0" 1 1 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 SEP, 2.2 2t i Pi(6Ca761 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 04 2018 City of Tukwila BUILDING DIVISION WALL LEGEND CITY OF T IJKWILA AUG 31 2018 PERMIT CENTER EXISTING CONCRETE WALL TO REMAIN. EXISTING INTERIOR PARTITION TO REMAIN. • • EXTERIOR EXISTING WALL WITH NEW FURRING THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. ANY DISCREPANCY SHALL BE BROUGHT TO WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. THESE DRAWINGS AND SPECIFICATIONS ARE .45 licee' Co) v 1-4 N o U r4tT r:::4 C:14) 441 cts N -J KEVIN T. EVERNHAM STATE OF WASHINGTON z z o W O U < W Q W W tt O U J C) ._..1 W OC Cl) 825 INDUSTRY DRIVE TUKWILA, WASHINGTON 98188 FLOOR PLANS REMARKS PERMIT SUBMITTAL PERMIT RE—SUBMITTAL z. 0 w w SEA16-0013-00 DATE 2017-12-27 2018-02-19 2018-07-09 .- N PA / PM: J. THOMAS DRAWN BY: - JOB NO.: SEA16-0013-00 SHEET A2.1 Wed, 11 Jul 2018 W: \SEA\16\0013\00\Architectural\Cad\CD\CD\0013_A31.dwg UAU I IUN: 11- I HIS SHEL 1 15 NU 124"X3b" 11 ISA KEDUUEU i -'F IN I SFP I 2 2Qi' SIDE ELEVATION y , , y / I y vL 1 1 1 1 1 1 1 1 1 1 1 111111111111 11111 111111 11111111111 11111111111 111111111111 1 1 1 1 1 1 1 1 1 1 1 1 r-lr-lr-7-Tr-rt--I 1 11 11 11 11 11 1 11 11 11 11 11 I I 11 II II it 11 I L LLAIA y y y 1 C 3 y 1 1 1 1 1 1 1 1 1 1 1 111111111111 11111 111111 111111111111 1 1 1 1 1 1 1 1 1 111111111111 1 1 1 1 1 1 1 1 1 1 r-tr-7f-7--1r-7--1 1 11 11 11 11 11 1 I1 11 It 11 11 11 11 11 11 11 t IL .L JL Jl A J 3,3,33/ 3 (E) T.O.WALL ±27'-1 /2" SECOND FLOOR iht ±13'-5 2 4 y 3 1 SIDE ELEVATION (N) T.O.WALL / f29'-1/2" (E) T.O.WALL ±2T-1/2" 6 u 3 i i 3 i y 3 y 3 y 2 3 FRONT ELEVATION F.F.E C-0" IINIF EXISTING EXTERIOR ELEVATIONS - BUILDING 21 AND 27 SCALE: 3/32"=1'-0" 3 y 3 3 3 3 3 3 ><i y 3 3 I REMARKS I PERMIT RE—SUBMITTAL REVISIONS I 3 (E) T.O.WALL ±27'-1 /2" SECOND FLOOR iht ±13'-5 2 4 y 3 1 SIDE ELEVATION (N) T.O.WALL / f29'-1/2" (E) T.O.WALL ±2T-1/2" 6 u 3 i i 3 i y 3 y 3 y 2 3 FRONT ELEVATION F.F.E C-0" IINIF EXISTING EXTERIOR ELEVATIONS - BUILDING 21 AND 27 SCALE: 3/32"=1'-0" 3 y 3 3 3 3 3 3 ><i y 3 3 I REMARKS I PERMIT RE—SUBMITTAL REVISIONS I DATE 2017-12-27 1 01 0 I 0 I s N I � r- N ,� y33i'1 !fit a (N) T.O.WALL ±29'-1/2" (E) T.O.WALL ±2T-1 /2" SECOND FLOOR ithi ±13'-5" 3/32"= r-0" } } } 2 } • 0 4' 8' 16' 24' 48' 3 FRONT ELEVATION F.F.E 0'-0" INV PROPOSED EXTERIOR ELEVATIONS - BUILDING 21 AND 27 SCALE: 3/32"=1'-0" A� 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 5 7 8 9 10 LEGEND VISION GLASS. SPANDREL GLASS OTEMPERED GLASS (N) (E) ALL. NEW EXISTING GLASS USED ON THE ENVELOPE OF U FACTOR = 0.28 AND SHGC = 0.28 COLOR LEGEND .. ta. ""*tn 2610 PROVIDE 6'-0" WIDE PAINT COLOR MOCK-UP FU OWNER/ARCHITECT REVIEW. 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 C:UUt •- i, egP APPROVED SEP 04 2018 City of Tukwila BUILDING DIVISION E'.. 0EId_"D CITY OF "t UKWILI AUG 31..2018 • PERMIT CENTER 2:77 3 0 0 W X 0 a 0 3 X 0 x 0 a 0 0 THE JOB SITE. z 0 0 DIMENSIONS AND SHALL 0 6 0. 0 Z P SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. 0 z THESE DRAWINGS c:Q 11 w ns �.../ c LLQ T-3 • G,1 o U 42W g:14 F� 0 N J NDUSTRY DRIVE NGTON 98188 TUKWILA, WASH EXTERIOR ELEVATIONS REMARKS PERMIT SUBMITTAL PERMIT RE—SUBMITTAL REVISIONS SEA16-0013-00 DATE 2017-12-27 2018-02-19 01 0 I 0 I s N r- N PA / PM: J. THOMAS DRAWN BY: - JOB NO.: SEA16-0013-00 SHEET A3.1 W: \SEA\16\0013\00\Architectural\Cad\CD\CD\0013_A41.dwg UAU 1 IUN: 11- !HIS SHEL 1 IS NU 1 24"x3ti" 11 IS A I<EL)UCUEU H -<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 ACCENT COLOR: (BLDG 21) CONNOR'S LAKEFRONT SW 9060 173-C7 ACCENT COLOR: (BLDG 27) MAXI TEAL SW 6769 164-C7 PPG MATCH NUMBER KNT-16-495 rYa a. Gffq J' 8E' 22. 2010 4 2'-0" (E) T.O.C. ±27'-1/2" 1 22 R 0 B B B B 8 (N)T.O.M. 3 EQ. REVEAL B B B B FA B < C,D �C,D 18 (N)B.O.M. 11'-6 3/4" V.I.F. 5 EQ. REVEAL 4 A5.1 0 w dr w V (N) T.O.P ±29'-1/2"1111-i 0 b) N 21 F.F.E LEFT SIDE ELEVATION BUILDING 21 AND 27 (N) T.O.P qlr ±29'-1/2" 1 (E) T.O.C. N ±27'-1 /2" F.F.E 0'-O" 11'-6 3/4" V.I.F 3 SCALE: 1/4"=1'- 0" /12 f (N)T.O.M. u (N)B.O.M. w A5.1) r e I ib m ITT -fT I - II- I I I- WALL SECTION BUILDING 21 AND 27 SCALE: 1/4"=1'-0" (N) T.O.P ±29'-1/2" 21 F.F.E INV 0'-0" 22 2'-0" T N 0 N LO Ln M co J Q67, 6 w M (N)T.O.M. 5 EQ. REVEAL (N)B.O.M. ao 4\ B B B B A59 C,D (E) T.O.C. ±27'-1/2" C 18 RIGHT SIDE ELEVATION BUILDING 21 AND 27 (N) T.O.P ±29'-1/2" (E) T.O.0 ±27'-1/-2" to LO F.F.E 0'-0" to -H (E)T.O.M. SCALE: 1/4"=1'- 0" 17 B 15 r A, 2 (E)B.O.M. T B B < A59 B.O.S. -H I5 / r- T / T SEA16-0013-00 T /ff: ---->„--- 1 DATE 2017-12-27 2018-02-19 2018-07-09 IIMIS A A v- 4'-7" V.I.F. A A 13'-10" l 1 T 7 18 L ENLARGED PARTIAL ELEVATION BUILDING 21 AND 27 SCALE: 1/4"=1'-0" ATTACH JOISTS TO HSS W/ (4) #8 SELF -TAPPING SCREWS EA. END 16 SLOPING 1/4"/FT MIN. 8", 16GA C JOIST©24 MAX W/ 1 1/2" "22GA" B DECK OVER (800S200-43) A 12 5. 15 1 ±14'-6" (2) JOISTS w 0 0 z JOIST SPAN 1- 0 0 w 0 C 17 8" C LEDGER W/ 1/4"x3" TITEN HD ©24 13'-10" 0 O w 16 A5.1 EQ. EQ. EQ. 0 Li w ROOF PLAN (E) F.O.C. 0 4 OPEN t T BELOW DN V.— (E) F.O.C. 13'-10" w 13 o- w SECOND FLOOR (E) F.O.C. a UP 4 a • 8" C LEDGER W/ 1/4"X3" TITEN HD 24 (E) F.O.C. 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. 2 EXISTING STOREFRONT WINDOW TO REMAIN. EXISTING SECOND FLOOR BUILDING LINE ABOVE. EXISTING STAIR TO REMAIN. 5 EXISTING STOREFRONT DOOR TO REMAIN. EXISTING BUILT UP ROOFING TO REMAIN. 7 NEW EXTERIOR FIBER CEMENT WALL PANEL SYSTEM OVER EXISTING WALL. 8 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. 1 3 4 6 9 10 11 12 13 14 15 16 17 18 19 20 21 22 REFLECTED CEILING PLAN LEGEND EXISTING SHADE TO REMAIN EXISTING TO BE VISION GLASS SPANDREL GLASS (N) NEW (E) EXISTING PENDANT LIGHT FIXTURE. WALL LEGEND SEP; 22 21 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 04 2018 City of Tukwila BUILDING DIVISION EXISTING CONCRETE WALL TO REMAIN. EXISTING INTERIOR PARTITION TO REMAIN. EXTERIOR EXISTING WALL WITH NEW FURRING • CiTY Y OF TUKWILA ABBREVIATIONS T.O.C. T.O.P. B.O.C. B.O.S. T.O.M. B.O.M. = TOP OF CONCRETE = TOP OF PARAPET = BOTTOM OF CONCRETE = BOTTOM OF SOFFIT = TOP OF MULLION BOTTOM OF MULLION AUG 3 1 2018 PERMIT CENTER 0 >- 0 0 0 a 0 -J w 0 U 0 0 F- 0 O cc U a r TAKE PRECEDENCE OVER. SCALED DIMENSIONS AND SHALL BE VERIFIED ON PC1 4'1 3 O g E O 8 bA O 6 91 .5 bEc.•U KEVIN T. EVERNHAM STATE OF WASHINGTON NDUSTRY DRIVE FLOOR PLANS / ELEV. REMARKS PERMIT SUBMITTAL PERMIT RE—SUBMITTAL z 0 w SEA16-0013-00 DATE 2017-12-27 2018-02-19 2018-07-09 v- N PA / PM: J. THOMAS DRAWN BY: - JOB NO.: SEA16-0013-00 SHEET A4.1 \\wma—arch.com\wm\SEA\16\0013\00\Architectural\Cad\CD\CD\0013_A51 \0013_A51.dwg CAU I ION: II- I HIS SHEL I IS NU 114" )Citi" I I IS A 1<EUUUEU I -'I -<IN I 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'—O" GLAZING WINDOW BACKER ROD AND SEALANT WINDOW PANEL HEAD -02 ALUMINUM FLASHING, PAINTED TO MATCH STOREFRONT FACE FASTENER SPACER BY MFG. R-21 BATT INSULATION FIBER CEMENT ALUMINUM WINDOW SYSTEM MULLION CORNER BEAD 5/8" GYP. BD. EXTERIOR WALL PANEL WEATHER RESISTANT R R LU 'P Adibbh- 1/4"X7.5" WIDE CONT. FLAT PLATE z 0 J SHEATHING BOARD R-6, 1-1/2" RIGID INSULATION STOREFRONT GLAZING SILL SCALE: 3"= 1'-0" METAL STUD FRAMING 1/2" METAL TRIM REVEAL 1/2" TITEN HD SCREW ANCHOR EXI N CONCRETE WALL WINDOW PANEL SILL -01 SEP 2, 26 SHEET METAL CAP FLASHING SEALANT FACE FASTENER SPACER BY MFG. WEATHER SLOPE RESISTANT BARRIER FLUID APPLIED R-21 BATT INSULATION GLASS—MAT GYPSUM SHEATHING BOARD TRIM BY MFG. 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. AIN SEE WALL SECTIONS IIVF 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 *CLASS—A BUILT-UP ROOFING APPLICATION PER MANUFACTURER'S SPECIFICATIONS j(61, SEP, 22 mg. FIBERGLASS BASE SHEET FIBERGLASSPLY SHEET (2 LAYER MINERAL SURFACED CAP SHEET NAILS STAGGERED IN FIELD 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-4ply_classA-01 2 8R, 2.2.2D EXISTING CONCRETE WALL WHERE OCCURS METAL STUD FRAMING R-6, 1-1/2" RIGID INSULATION BUILT UP ROOF SYSTEM R-49 BATT INSULATION 22 GA. GI. SHEET METAL FLASHING OVER WATERPROOF MEMBRANE GLASS—MAT GYPSUM SHEATHING BOARD WEATHER RESISTANT BARRIER, FLUID APPLIED TRIM BY MFG. FIBER CEMENT EXTERIOR WALL PANEL SPANDREL GLASS ALUMINUM WINDOW SYSTEM MULLION BACKER ROD AND SEALANT "J" CORNER TRIM PANEL CLIP STOREFRONT GLAZING JAMB SCALE: 3"= 1'—O" WINDOW PANEL WDW JAMB -02 6" INSULATION SPACE PARAPET CAP SCALE: 3" = 1'-0" 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. 8" GYPSUM WALL BOARD EDGE PARAPET -01 PLATE 1/4"X5 1/2" 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 HS COLU 1/2"DIA PIN WELDED 4" EMBED OUTSIDE NEW PANEL VERTICAL CUT (E) CONCRETE WALL SCALE: 3"= 1'-0" WINDOW PANEL SILL -01 SHEET METAL CAP FLASHING SEALANT FACE FASTENER. SPACER BY MFG. WEATHER SLOPE 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 CONTINUOUS THREE—COURSE APPLICATION (MODIFIED FLASHING GRADE ROOF CEMENT & FIBERGLASS WEBBING) T.O.P. SEE WALL SECTIONS SHIM TO SLOPE CONTINUOUS METAL CLEAT SEALANT, TYP. GLASS—MAT GYPSUM SHEATHING BOARD MTh TRIM, LAP WITH ROOFING, SEAL ALL EDGES SEAL WEATHER TIGHT, TYP. EXISTING ROOF LINE, VIF PARAPET EXTE SION SCALE: 3"= 1'-0" PARAPET—WALL PANEL -01 GLASS—MAT GYPSUM SHEATHING BOARD WEATHER RESISTANT BARRIER, FLUID APPLIED FIBER CEMENT EXTERIOR WALL PANEL FACE FASTENER 1/4" CLR. FROM EDGE OF PANEL TO FLASHING MIN. 2" CLEARANCE AT GRADE WALL PANEL SILL SCALE: 3"= 1' ff METAL STUD FRAMING; SECURE TO (E) CONC WALL R-6, 1-1/2" RIGID INSULATION 3-1/2"X 2-1/2" 16 GA PAINTED CONT MTL ANGLE EXISTING CONCRETE WALL WHERE OCCURS PANEL SILL -02 \� WEATHER RESISTANT BARRIE, FLUID APPLIED PANEL CLIP M F" BATT INSUL TION AMINGREVIEWED FOR miNG ff1 �' �' LIANCE APPR,a VED 018 GLASS—MAT GYPSUM SHEATHING BOARD FIBER CEMENT EXTERIOR WALL PANEL la ISION SPACING TO BE 1/8" MAX. ANN PANEL OPEN OUTSIDE CORNER TRIM BM" --62-019 TYP. WALL PANEL CORNER EDRSF—Ps_nt_1b_ins_b-01 4 IV ,,v= u TUKWILA 31 2018 CENTER GLASS—MAT GYPSUM SHEATHING BOARD FIBER CEMENT EXTERIOR WALL PANEL PANEL CLIP SCALE: 3"= 1'-0" 0 z 0 w w 0 W 0 W X 0 0 a m 0 2 w 0 w 0 0 z X 0 1- 0 0 CC w J 0 U z a w 0 cn 0 r z ON THE JOB SITE. THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED THESE DRAWINGS AND SPECIFICATIONS ARE Un 0 KEVIN T. EVERNHAM STATE OF WASHINGTON CO CO 00 C3) z O 0 DETAILS REMARKS PERMIT SUBMITTAL PERMIT RE—SUBMITTAL CO z 0 in LU C SEA16-0013-00 0 2017-12-27 12018-02-19 2018-07-09 .- N PA / PM: J. THOMAS DRAWN BY: 000 JOB NO.: SEA16-0013-00 SHEET A5.1 Wed, 11 Jul 2018