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Permit D19-0112 - SHASTA BEVERAGES - NEW EXTERIOR DOORS, VENT OPENINGS AND STAIRS
SHASTA BEVERAGES, INC EXTERIOR OPENINGS 1227 ANDOVER PARK E FINALED 04/25/2022 D19-0112 ~^ xx ° Tukwila "~U~ « o o U o w Uxa tofKlnnr ,/ 6 VU6ou hcenterBou|evp Tuhwi|a,wxa hin un9OlB ^^ nx""~' o 'a ' nrn Deportment of t 6 VU6ou hcenterBou|evpvd'Suite #1UU Tuhwi|a,wxa hin un9OlBQ Phone ZV '4 1'3 7V Inspection Request Line: ZU6'438'935V Web site: http://www.TukwilaWA.Rov DEVELOPMENT PERMIT Parcel No: 3523049072 Permit Number: O19'0112 Address: 1227 ANDOVER PARK E Issue Date: 6/3/2019 Permit Expires On: 11/30/2019 Project Name: SHASTA8EVERAGES, INC - EXTERIOR OPENING Owner: Contact Person: Name: Address: NATIONAL BEVERAGE CORP 8100SVV10TUSTSTE4000' PLANTATION, WA, 33324 DAV|DKEMLE Phone: (206)433'8997 l910BONA|RDKSW, SEA7TLE,WA, 98116 Contractor: Name: AFFIDAVIT m\CHOLASHEATDN Phone: Address: ''' License No: Expiration Date: Lender; Name: SUA6TABEVERAGE INC Address: 1227ANDOVERPARK E'TUKVVW\ WA, 98188 DESCRIPTION OF WORK: SAW CUT INTO EXISTING CONCRETE PANELS FOR NEW EXTERIOR DOORS AND VENT OPENINGS, INCLUDING EXTERIOR PRE FAB STEEL STAIRS AND ONE CONCRETE STAIR. Project Valuation: $8,00000 Type ofFire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: U|B Electrical Service Provided by: TUKWILA Fees Collected: $71039 Occupancy per IBC: F-1 vVvtcr District: TUKVV|LA 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: VVA[l964OB: WA State Energy Code: 017 20172017 Public Works Activities: Chan ne|ioadon/5tripin8: [urbCut/Access/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|ing/OveoizeLoed: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: U Fill: O Number U No Permit Center Authorized Signature: Date: |haarbycertify that I have read and examined this permit and know the same to be true and correct. All provisions oflaw and ordinances governing this work will becomplied with, whether specified herein ornot. The granting ofthis permit does not presume tngive authority toviolate orcancel the provisions ofany other state o,local laws regulating construction orthe performance nfwork. |amauthorized tosign and obtain this development permit and agree tothe conditions attached tothis permit. Signature: Date: Print Name: 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: Doors shall swing |ndirection ufegress travel where serving anoccupant load nf5Uormore persons ura Group Hoccupancy. (|F[1OlO12.l) Z: Egress doors shall bereadily openah|efrom the egress side without the use ofakey orspecial knowledge or effort. (|FC1Ol0l9) 3: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt isautomatically retracted when the door handle isengaged from inside the tenant space, (|F[Chapter lO) 4: Exit hardware and marking shall meet the requirements ofthe International Fire Code, (|F[Chapter l0} 5: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist tooperate. (|F[101Ol9.l) 6: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit orthe path ofegress travel isnot immediately visible tnthe occupants. Exit sign placement shall besuch that nopoint in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever isless, from the nearest visible exit sign. (|F[1013.1) 7: Exit signs shall beilluminated atall times. Tuensure continued illumination for aduration nfnot less than 9Ominutes incase nfprimary power loss, the sign illumination means shall beconnected tuanemergency power system provided from storage batteries, unit equipment oron-site generator, (/F[ 10I3.6.3) 9: All new fire alarm systems ormodifications tnexisting systems shall have the written approval nfThe Tukwila Fire Prevention Bureau. Nowork shall commence until afire department permit has been obtained, (City Ordinance w2437)UFC9O12) 10: An approved manual fire alarm system including audible/visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2437.(ENSURE MANUAL FIRE ALARM PULL STATIONS INSTALLED AT THE EXTERIOR EXITS.) 11: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 8: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 12: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 13: These plans were reviewed by Inspector 511, If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 14: 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. 15: 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. 16: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 17: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 18: Installation of high -strength bolts shall be periodically inspected in accordance with AISC specifications. 19: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 20: 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. 21: 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. 22: Structural Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 23: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 24: Masonry construction shall be special inspected. 25: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 26: 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** 1400 FIRE FINAL 0409 FRAMING 4000 SI-CONCRETE CONST 4034 SI-METAL PLATE CONN 4039 SI-SEISMIC RESTIST 4004 SI-WELDING 0413 WALL SHEATHING/SHEAR CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. I) n Project No. Date Application Accepted: t) 1- Date Application Expires: 10-11-19 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 1227 Andover Park East King Co Assessor's Tax No.: 352304-9072 Suite Number: Floor: 1 Tenant Name: Shasta Beverage, Inc PROPERTY 0 N R Name: Shasta Beverage Inc Address: 1227 Andover Park East City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: David Kehle Address: 1916 Bonair Dr SW City: Seattle State: WA Zip: 98116 Phone: 206_433_8997 Fax: Email: dkehle@dkehlearch.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Expbate: Tukwila Business License No.: r3 New Tenant: E Yes ..No ARCHITECT OF RECORD Company Name: David Kehle, Architect Architect Name: David Kehle Address: 1916 Bonair Dr SW City: Seattle, State: WA Zip: 98116 Phone: 206-433-8997 Fax: Email: dkehle@dkehlearch.com ENGINEER OF RECORD Company Name: Shutler Consulting Engineers Engineer Name: John Headland Address: l 2503 Bel -Red Road City: Bellevue State: wa Zip: 98005 Phone: (425) 450-4075 Fax: Email: LENDER/BOND ISSUED (required for projects$5,000 or greater per RCW 19.27.095) Name: Shasta Beverage, Inc Address: City: State: Zip: HAApplicalionslFonns-Applications On Linat201 I Applications \Permit Application Revised - 13-9-11slocis Revised: August 201 1 bh Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 8,000 Existing Building Valuation: $ 1.3 Million Describe the scope of work (please provide detailed information): Saw cut into existing concrete panels for new exterior doors and vent openings, including exterior pre fab steel stairs and one concrete stair. Will there be new rack storage? 0 Yes .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Ist Floor 1 07649 350 0 0 III-B F 1 2' Floor 3,317 0 0 III-B Si 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) *For an Accessory dwelling, provide the following: 193,170 0 0 Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 49 Compact Handicap: 2 Will there be a change in use? 0 Yes LE No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: G6 Sprinklers 17,E ..... Automatic Fire Alarm 0 __None ..,....Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 1,6 No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplications\fortns-Applications On Line\ 2011 ApplicationsWennit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW OR . ` ZED AGENT: Signature: Date: 04/09/2019 Print Name: David Kehle Mailing Address: 1916 Bonair Dr SW Day Telephone: 206-433-8997 Seattle WA 98116 city State Zip HAApplicatiorolForms•Applicatiorts On Line\2011 ApplicationsWermit Application Revised • 8-9.11.docx Revised: August 2011 bh Page 4 of 4 DESCRIPTIONS ACCOUNT I QUANTITY PAID PermitTRAK $252.03 D19-0112 Address: 1227 ANDOVER PARK E Apn: 3523049072 $252.03 DEVELOPMENT PERMIT FEE 252.03 R000.322,100.00.00 0.00 $252.03 TOTAL FEES PAID BY RECEIPT: R17604 $252.03 Date Paid: Wednesday, May 08, 2019 Paid By: SHASTA BEVERAGES Pay Method: CHECK 598079 Printed: Wednesday, May 08, 2019 11:44 AM 1 of 1 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $168.73 D19-0112 Address: 1227 ANDOVER PARK E Apn: 3523049072 $168.73 Credit Card Fee $4.91 Credit Card Fee R000,369.908.00.00 0.00 $4,91 DEVELOPMENT $163.82 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R17378 R000.345.830.00.00 0.00 $163.82 $168.73 Date Paid: Thursday, April 11, 2019 Paid By: NICHOLAS HEATON Pay Method: CREDIT CARD 011734 Printed: Thursday, April 11, 2019 11:16 AM 1 of 1 c SYSTEMS CO TUKWILA ETRAKIT 0208 S0UTH[ENTER BLVD TUKWILA' W4 98188 286'433'1870 CITY OF TUKWILA Date: 04/11/2019 VISA CARD NUMBER: T8AN AMOUNT: APPROVAL [D: RECORD #: CLERK ID: I1:I6:18 AM CREDIT CARD SALE **********9037 $168.73 011734 000 kandace Thank you! Customer Copy K Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $19,038.05 D19-0094 Address: 1227 ANDOVER PARK E Apn: 3523049072 $346.97 DEVELOPMENT $334.37 PERMIT FEE R000.322.100.00.00 0.00 $252.03 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 STRUCTURAL CONSULTANT R000.345.830.01.00 0.00 $57.34 TECHNOLOGY FEE $12.60 TECHNOLOGY FEE R000.322.900.04.00 0.00 $12.60 D19-0099 Address: 1227 ANDOVER PARK E Apn: 3523049072 $2,645.01 • DEVELOPMENT $2,519.37 PERMIT FEE R000.322.100.00.00 0.00 $2,512.87 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 TECHNOLOGY FEE $125.64 TECHNOLOGY FEE R000.322.900.04.00 0.00 $125.64 D19-0100 Address: 1227 ANDOVER PARK E Apn: 3523049072 _ $3,701.31 DEVELOPMENT $3,526.25 PERMIT FEE R000.322.100.00.00 0.00 $3,501.25 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $175.06 TECHNOLOGY FEE R000.322.900.04.00 0.00 $175.06 D19-0106 Address: 1227 ANDOVER PARK E Apn: 3523049072 $1,596.24 DEVELOPMENT $1,534.74 STRUCTURAL CONSULTANT R000.345.830.01.00 0.00 $279.81 PERMIT FEE R000.322.100.00.00 0.00 $1,229.93 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $61.50 TECHNOLOGY FEE R000.322.900.04.00 0.00 $61.50 D19-0112 Address: 1227 ANDOVER PARK E Apn: 3523049072 $289.63 DEVELOPMENT $277.03 PERMIT FEE R000.322.100.00.00 0.00 $252.03 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $12.60 TECHNOLOGY FEE R000.322.900.04.00 I 0.00 I $12.60 Date Paid: Wednesday, April 17, 2019 Paid By: SHASTA BEVERAGES Pay Method: CHECK 596962 Printed: Wednesday, April 17, 2019 10:33 AM 1 of 3 CRWYSTEM5 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT 1 QUANTITY PAID PermitTRAK $19,038.05 EL19-0260 Address: 1227 ANDOVER PARK E Apn: 3523049072 $3,121.37 ELECTRICAL $2,972,73 PERMIT FEE MULTI-FAM/COMM R000,322,101.00,00 0,00 $2,972,73 TECHNOLOGY FEE $148.64 TECHNOLOGY FEE R000.322.900.04.00 0.00 $148.64 EL19-0270 Address: 1227 ANDOVER PARK E Apn: 3523049072 $1,808.66 ELECTRICAL $1,722.53 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $1,722.53 TECHNOLOGY FEE $86.13 TECHNOLOGY FEE R000.322.900.04.00 0.00 $86.13 EL19-0287 Address: 1227 ANDOVER PARK E Apn: 3523049072 $1,131.57 ELECTRICAL $1,077.69 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $1,077.69 TECHNOLOGY FEE $53.88 TECHNOLOGY FEE R000.322.900.04.00 0.00 $53.88 EL19-0310 Address: 1227 ANDOVER PARK E Apn: 3523049072 $291.08 ELECTRICAL $277.22 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $277.22 TECHNOLOGY FEE $13.86 TECHNOLOGY FEE R000.322.900.04.00 0.00 $13.86 M19-0048 Address: 1227 ANDOVER PARK E Apn: 3523049072 $643.84 MECHANICAL $613.18 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $580.03 TECHNOLOGY FEE $30.66 TECHNOLOGY FEE R000.322.900.04.00 0.00 $30.66 M19-0049 Address: 1227 ANDOVER PARK E Apn: 3523049072 $1,394.27 MECHANICAL $1,327.88 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $1,294.73 TECHNOLOGY FEE $66.39 TECHNOLOGY FEE R000.322.900.04.00 0.00 $66.39 Date Paid: Wednesday, April 17, 2019 Paid By: SHASTA BEVERAGES Pay Method: CHECK 596962 Printed: Wednesday, April 17, 2019 10:33 AM 2 of 3 SYSTEMS • Cash Register Receipt City of Tukwila DESCRIPTIONS 1 ACCOUNT I QUANTITY PAID PermitTRAK $19,038.05 M19-0052 Address: 1227 ANDOVER PARK E Apn: 3523049072 791.37 MECHANICAL $753.69 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $720.54 TECHNOLOGY FEE $37.68 TECHNOLOGY FEE R000.322.900.04.00 0.00 $37.68 M19-0057 Address: 1227 ANDOVER PARK E Apn: 3523049072 $590.03 MECHANICAL $561.93 PERMIT ISSUANCE BASE FEE R000,322.100.00.00 0,00 $33,15 PERMIT FEE R000.322.100.00.00 0.00 $528.78 TECHNOLOGY FEE $28.10 TECHNOLOGY FEE R000.322.900.04.00 0.00 $28.10 PG19-0049 Address: 1227 ANDOVER PARK E Apn: 3523049072 344.40 PLUMBING $328.00 PERMIT FEE R000.322.100.00.00 0.00 $293.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $16,40 TECHNOLOGY FEE R000,322,900.04,00 0.00 $16,40 PG19-0052 Address: 1227 ANDOVER PARK E Apn: 3523049072 $342.30 GAS $103.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 PERMIT FEE R000.322.100.00.00 0.00 $68,00 PLUMBING $223.00 PERMIT FEE R000.322.100.00.00 0.00 $188.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $16.30 TECHNOLOGY FEE R000.322.900.04.00 0.00 $16.30 TOTAL FEES PAID BY RECEIPT: R17421 $19,038.05 Date Paid: Wednesday, April 17, 2019 Paid By: SHASTA BEVERAGES Pay Method: CHECK 596962 Printed: Wednesday, April 17, 2019 10:33 AM 3 of 3 YSTEMS 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 R3 t Prescriptive Path 2012 Washington State Energy Code Compliance Forms for Com ENV -PRESCRIPTIVE mercial. Group R1, and > 3 story R2 E Revised June 2013 Project Address 5J e€ w,ia ��' } Date 4J1 a Occupancy • Commercial ©G roup R (R1& > 3 story R2 R3) Q For Buildingg Depa rent Use + 4 ' Zone 4c/5b 0 Zone 6b Cl><.mate Zone, h. Opaque Assemblies Prescriptive R-Value Compliance Prescriptive U-Factor/F-Factor Compliance Cavity Ina. R-Value Continuous Ins. R-Value lU W I 11d W lel R-Value (Table C402.2 Footnote F)s Assembly U-Factor u-r actor hours e (Appendix A or Chapter 3 table, or approved method of calculating effective U-Factor) Roofs Insulation entirely above deck Metal building2 1 Attic and other Walls, Above Grade Semi-Heatedwall insulation exception - indicate NA Mass` Metal building Steel -framed Wood -framed; and other Walls, Below Grade Semi-Heatedwall insulation exception - indicate NA Mass LJANC r Other (define) • � `�"'ROVFn Floors Over Unconditioned Spaces �, Mass R MA ^nfp Joist/framing cu r 7 Steel joists r Doors (< 50% glazing) City City of B� Tukwila IVISION 1 Swinging Roll -up or sliding Perimeter or Continuous Ins. R-Value Insulation Length6 Assembly F-Factor F-Factor Source (Appendix A or approved calculation) Slab -on -Grade Floors Unheated slab (Radiantly) heated slab Note 1- Calculations required to demonstrate the ratio of cross -sectional area of metal penetration through ofherwri between 0.04 O.08% Note 2 - Thermal spacer blocking and liner system are required for prescriptive R-Value compliance. Note 3 - Intermediate framing Is required for prescriptive R-Value compliance in wood -framed wall assemblies. Note 4 - Proposed Zone 4C/58 non-residential building CMU walls meeting Table C402.1.2 Footnote D requirements can enter the target U- value of 0.104. Note 5 - Refer to Table C402.2, Footnote E for prescriptive R-Value requirement for steel floor joist assemblies. Note 6 - Prescriptive slab -on -grade insulation shall extend from top of slab to minimum length per an approved method es defined in C402.2. 6. ntinuo in n is Fenestration Wise. Solar Heat Gain Coefficeny (SHGC) U-Factor for Proscriptive Compliance Assembly SHGC Projection Factor Multiplier (if applicable) Adjusted SHGC Assembly U-Factor u-rauui ovuitu (NFRC, Appendix A or Chapter 3 table, or approved method of calculating effective U-Factor) Vertical Fenestration Non-metal framing - all HECEIVED Metal framing - fixed Metal framing - operable - CITY OF T U k W I LA Metal framing - entrance doors , Skylights APR 1 1 2019 All types_ 1 I I r'rescnpuve rk- Refrigerated Spaces 1 Values Lighting Summary LGT-SUM 2015 Weshi Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write - protected. y Pr n Forms Applicant lnformatio respond to inquirie Com Co pli Project Description ny Na ny nt Name in indudin R2, R3, Rk o Provide contact information for individual who can rut campliance form information provided. tit V 0 New Building IncIude PR U 0 Addition rm (includedin enve stones and eration workbook) with IN Revised Augus 2 Plans Included compliance forms. 6 Building Additions Refer to Section C502.2.6 for requirements Compliance Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project 0 Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance Addition is combined with existing: For interior lighting projects, include new + existing interior lighting fixture wattage in Proposed Lighting Wattage table in LTG-INT-BLD or LTG4NT-SPACE form. For exterior lighting projects, include new + existing exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG-EXT form. 0 Interior and Exterior Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project. If project includes a combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the fixtures are replaced in others, then provide separate lighting power ompliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. Refer to Section C503.6 for additional requirements. All alteration lighting controls shall be commissioned per C408.3. gNo changes are being made to the interior or exterior fighting systems and existing space uses and configuration are not changed. Lighting Power Interior lighting Parking garage Exterior lighting a Less than 50% of existing are replaced Lamp and/or ballast replacement only existing total wattage not increased 0 0 0 50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT fomi. Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT fonn. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total installed wattage for exterior luminaires. Lighting Controls Interior lighting Parking garage Exterior lighting New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) 0 0 New or moved lighting panel 0 Interior space is reconfigured - luminaires unchanged or relocated only New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy sensorcontrols per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per 0405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405.2.2. Reconflgured interior space - Provide all required lighting controls that apply to a new interior space, Applicaijon specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. Change of Space Use o Existing interior fighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE fonn. 131-eIC p&nsultants, LLC SHUTLER MIN CONSULTING WO WM ENE ENGINEERS, Inc. 12503 Bel -Red Road, Suite 100 *-- - Bellevue, Washington 98005 LTJ (425) 450-4075 FAX (425) 450-4076 Li JOB SHASTA TI SHEET NO. COVER OF DATE 4/4/2019 CHECKED BY JH DATE I SCALE _----1 JOB NUMBER 10-23.04 CALCULATED BY AH HevicytuRri r STRUCTURAL CALCULATIONS FOIty SHELL MODIFICATIONS SHASTA TI 1227 ANDOVER PARKWAYEAST TUKWILA, WASHINGTON ARCHITECT: David Kehle Architect 1960 Bonair Drive SW Seattle, Washington 918.116 • (206) 433-8997 * Fa.v(20.6)-246-8369 DESIGN CRITERIA: pproved ub,Aantia ompliance ants Date OR tP LANCE APPROVED MAY 31 2019 City of Tukwila BUILDING DIVISION CODE INTERNATIONAL EXISTING BUILDING CODE 2015 ROOF LIVE LOAD 25 PSF SNOW LOAD WIND LOAD...................110 MPH ZONE, EXPOSURE 'B' RECEIVED SEISMIC DESIGN INFORMATION: Ss = 143.2% Sds = 0.955 S1 = 53.4% Sdl = 0.534 APR 1 6 2019 cs= .191 R = 5.0 S-20= 2.0 SITE SOIL CLASS `D' SEISMIC DESIGN CATEGORY 'D' RECEIVED CITY OF TUKWILA ApR 2019 PERMIT CENTER • iv I •G Si I SMS 5M1 Sos 1227 Andover Park E, Tukwila, WA 98188, USA Latitude, Longitude; 47.44307149999999, -122.25218389999998 Tukvvila ; Regal Cinemas t Parkway Plaza 12 .Triiand Dr Google Date Design Code Reference Document Risk Category Site Class Type Value Description The HieDepot ,t Les Schwab Tire Center, 1.432 MCER ground motion. (for 0.2 second period) 0.534 MCER ground motion. (for 1.0s period) 1.432 Site -modified spectral acceleration value 0.8 Site -modified spectral acceleration value 0.955 Numeric seismic design value at 0.2 second SA Soi 0.534 Numeric seismic design value at 1.0 second SA 3/4/2019, 8:58:09 AM ASCE7-10 D - Stiff Soil OSHPD ark.'rt I Taco Time NW Map datap2O19Google [-Type Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2 second Fv 1.5 Site amplification factor at 1.0 second PGA 0.588 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAM 0.588 Site modified peak ground acceleration TL, 6 Long -period transition period in seconds SsRT 1.432 Probabilistic risk -targeted ground motion. (0.2 second) SsLIFI 1.509 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 3.116 Factored deterministic acceleration value. (0.2 second) S1RT 0.534 Probabilistic risk -targeted ground motion. (1.0 second) S1UH 0.572 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. SID 0.996 Factored deterministic acceleration value. (1.0 second) PGAd 1.119 Factored deterministic acceleration value. (Peak Ground Acceleration) 0.949 Mapped value of the risk coefficient at short periods • MIS SHUTLER MM.. CONSULTING ENGINEERS, INC. 12503 Bel -Red Road, Suite 100 Bellevue, WA 98005 (425) 450-4075 • FAX (425) 450-4076 JOB St+ftSTA11 - SHEET No. L-0., a OF CALCULATED BY_Aa• DATE 3-11 'awe) SCALE WIND LOADS - MAIN WIND FORCE RESISTING SYSTEM Simplified Design Wind Pressure based on Section 28.6 of ASCE 7-10 Wind Criteria: Risk Category, I, 11, Ill or IV = II (See Table 1.5-1 of ASCE 7-10) Basic Wind Speed 110 MPH (See Figure 26.5-1A, B or C of ASCE 7-10) Exposure 8 Average roof height 24.00 ft Roof angle 0° to 5° KA = 1.00 (See Section 26.8 and Figure 26.8-1 of ASCE 7-10) A= 1.00 Minimum wind pressure, ps, for Zones A and C is +16 PSF, Zones B and D is +8 PSF, while assuming Ps for Zones E, F, G and H are equal to zero psf. (Section 26.6.4 &ASCE 7-10) P= A* * s Ps30 Load Case 1 Load Case 2 Zone Ps3o Ps A 19.20 PSF 19.20 PSF B -10.00 PSF -10.00 PSF C 12.70 PSF 12.70 PSF D -5.90 PSF -5.90 PSF E -23.10 PSF -23.10 PSF F -13.10 PSF -13.10 PSF G -16.00 PSF -16.00 PSF H -10.10 PSF -10.10 PSF EOH -32.30 PSF -32.30 PSF Gal -25.30 PSF _ -25.30 PSF Main Wind Force Resisting System — Method 2 h 60 R. Figure 28.6-1 Design Wind Pressures Enclosed Buildings Walls & Roofs File:Wind cover ASCE 7-10.xls, modified 7-24-13 -_ SHUTLER _■- CONSULTING __■ ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB �itk -r4 T) SHEET NO. CALCULATED BY I+ DATE 3f 11 IIC1 SCALE OF ■■ MIME ■■■■■ ■E■©■■■IMMOMMOMMEMMEM■■■■■■■ ■■OM EMEEMMM©NOm MM■■■■■ ©' ■■U■■■■ . ■■■■■■■ ■■■ ■■■■■■■■ ■ ■■■ ■■ 4 ■■■■ E . S ! p, p 1 toS 5 }R L_ 0 15r .- ?, O 1 r►.. ... 111111 111111111111 MEMEMEMM ■ ■ ■ ■■■■■■ ■■■ ■ ■ ■ ■■ MMEMMIIIMMEM ■ AI U■ � ' ■ OU Mil ■�■ ■ ■ ■■■■■■•■■ , s " jowlAm IMI11111111111111111, M1• a Mk Shutter Consulting Engineers, Inc. 12503 Bel -Red Road Suite 100 Bellevue, WA 98005 IMF (425) 450-4075 * Fax (425) 450-4076 Project Title: Engineer: Project ID: Project Descr: 5 - Steel Beam Lic. #: KW-06000346 Description : iftlefr CODE REFERENCES Printed: 19 MAR 2019, 9:09AM File - CAUsersAndy1DOCUME-11ENERCA-1!Shastaec6 yright ENERCALC, INC. 1983-2018, Build:10.18.12.13 Licensee : SHUTLER CONSULTING ENGINEERS Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-16 Material Properties Analysis Method Allowable Strength Design Beam Bracing : Beam bracing is defined as a set spacing over all spans Bending Axis : Major Axis Bending Unbraced Lerigttis First Brace starts at 3.0 ft from Left -Most support Regular spacing of lateral supports on length of beam = 3.0 ft Fy : Steel Yield E: Modulus : 50.0 ksi 29,000,0 ksi D(0.152) • HSS4x4x5/16 Span = 21:0 ft Applied Loads - Beam self weight NOT internally calculated and added Load for Span Number 1 Uniform Load : D = 0.1520 kift, Extent = 0.0 --» 12.0 ft, Tributary Width = 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.400 : 1 Maximum Shear Stress Ratio = HSS4x4x5/16 Section used for this span 5.584 k-ft Va : Applied 13.947 k-ft Vn/Omega : Allowable +D+H Load Combination 8.580ft Location of maximum on span Span # 1 Span # where maximum occurs 0.000 in Ratio = 0.000 in Ratio = 1.553 in Ratio = 0.000 in Ratio = 0 <360 0 <360 162 >=150 0 <150 Service loads entered. Load Factors will be applied for calculations. Design OK 0.040 : 1 HSS4x4x5/1 6 1.303 k 32.693 k +D+H 0.000 ft Span # 1 Overall Maximum bitiections Load Combination Span Max. "-" Defl Location In Span Load Combination Max. "+" Defl Location in Span D Only 1 Vertical Reactiops Load Combination Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.7501+0.750S+H +D+0.60W+H +D+0.750Lr40.450W+H +D+0.7503+0.450W+H +0.60D+0.60W40.60H +D+0.70E+0.60H +0+0.750L+0.750S+0.5250E+H +0.60D+0.70E+H Support 1 1.303 0.782 1,303 1.303 1.303 1.303 1.303 1.303 1.303 1.303 1.303 0,782 1.303 1.303 0.782 1.5534 9.900 Support 2 0.521 0.313 0.521 0.521 0.521 0.521 0.521 0.521 0.521 0.521 0.521 0,313 0.521 0.521 0.313 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Shutter Consulting Engineers, Inc. , AMP , 12503 Bel -Red Road In II 411111 Suite 100 Bellevue, WA 98005 (425) 450-4075 * Fax (425) 450-4076 Project Title: Engineer: Project ID: Project Descr: 5 - Printed: 19 MAR 2019, 9:37AM Steel Beam Lic. #: KW-06000346 Description : CODE REFERENCES - File = CAUserslAndfflOCUME-11ENERCA-11Sha,staec6 . Software copyright ENERCALC, INC. 1983-2018, Bufld:10.1 8.12,13 . Licensee SHUTLER CONSULTING ENGINEERS Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-16 Material Properties Analysis Method: Allowable Strength Design Beam Bracing : Beam bracing is defined as a set spacing over all spans Bending Axis: Major Axis Bending Unbraced Lengths First Brace starts at 3.0 ft from Left -Most support Regular spacing of lateral supports on length of beam = 3.0 ft Fy : Steel Yield : E: Modulus : 50.0 ksi 29,000.0 ksi D 0.05 II I! • 07 ttt.tt t4t. ' HSS4x4x5/16 Span 7 21.0 ft ApPliedLhacli Beam self weight NOT internally calculated and added Load for Span Number 1 Uniform Load : D = 0.0510 k/ft, Extent = 0.0 -» 12.0 ft, Tributary Width = 1.0 ft Point Load : D = 0.9070 k @ 12.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.447: 1 HSS4x4x5I16 6.238 k-ft 13.947 k-ft +D+H 12.000ft Span # 1 Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.000 in Ratio = 0.000 in Ratio = 1.631 in Ratio = 0.000 in Ratio = 0 <360 0 <360 154 >=150 0 <150 Service loads entered. Load Factors will be applied for calculations. Design OK 0.025 : • HSS4x4x5/16 0.8259 k 32.693 k 0.000 ft Span # 1 th/erall Maximum Deflections Load Combination Span Max. '' Defl ocation in Span Load Combination Max. "+" Defl Location in Span D Only Vertical Reactions Load Combination Support 1 1.6313 10.680 Support 2 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Overall MAXimum Overall MlNimum +D+H +D+L+H +D+Lr+1-1 +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.750Lr+0.450W+H +D+0.750S+0,450W+H 40.60D+0.60W+0.60H 0.826 0.496 0.826 0.826 0.826 0,826 0.826 0.826 0.826 0.826 0.826 0.496 0.693 0.416 0.693 0,693 0,693 0.693 0.693 0.693 0.693 0.693 0.693 0.416 SHUTLER NM= CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 JOB 94-A-s-r-A- SHEET NO. CALCULATED BY klir DATE I -I I; I OF FAX (425) 450-4076 .... MEMO III , _ MM. MI b.jjjgT i I 1111! III VIII 7-- RIM IRMO • , 0 11111111 IIIIIIIIIIII I II f ill 111111 II ill Ili Milli. 11111 1111111611111 IIMMENIMMTMEMZUEBEEMMUMMOMMEMMEM 1111111114111111111EZEI 111111 ELMEII MEMMEM111111111111111111111111 Shutler Consulting Engineers, Inc. 12503 Bel -Red Road Suite 100 Bellevue, WA 98005 (425) 450-4075 Fax (425) 450-4076 Project Title: Engineer: Project ID: Project Descr: 5- 5 Printed: 5 APR 2019, 9:58AM Steel Beam #: KW-06000346 Description : Man Door Strongback CODE REFERENCES Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-16 Nigeria! Properties File = CAUsers‘Andy\DOCUME-11ENERCA-1\Shasta.ec6 . Software Copyright ENERCALC, INC. 1983-2018, Build:10181213 . Licensee : SHUTLER CONSULTING ENGINEERS Analysis Method Load Resistance Factor Design Beam Bracing : Beam bracing is defined as a set spacing over all spans Bending Axis : Major Axis Bending Unbraced Lengths Fy : Steel Yield : E: Modulus : 50.0 ksi 29,000.0 ksi First Brace starts at 3.0 ft from Left -Most support Regular spacing of lateral supports on length of beam = 3.0 ft E(0. 2) HSS4x4x1/4 Span 20.0 ft Applied Loads Beam self weight NOT internally calculated and added Load for Span Number 1 Uniform Load: E = 0.1920 kift, Extent = 0.0 —>> 10.0 ft, Tributary Width = 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.307: 1 Section used for this span HSS4x4x1/4 Mu : Applied 5.400 k-ft Mn * Phi : Allowable 17.588 k-ft Load Combination +1.20D+L+0.20S+E+1,90H Location of maximum on span 7.486ft Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 1.540 in Ratio = 0.000 in Ratio = 1,084 in Ratio = 0.000 in Ratio = axi um Shear Stress Ratio = Section used for this span Vu Applied Vn " Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs 155>=150 0 <150 221 >=150 0 <150 Service loads entered. Load Factors will be applied for calculations. Design OK 0.0 5 : HSS4x4x1/4 1.440 k 41.533 k +1,20D+L+0.20S+E+1.90H 0.000 ft Span # 1 Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span E Only Vertical Reactions 1 1.5481 9.200 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Load Combination Support 1 Support 2 Overall MAXimum Overall MlNimum +D+H +D+L+1-1 +D+Lr+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +040.60W+11 +D+0.750Lr+0.450W+11 +D40.750S+0.450W+H 40.60D+0.60W+0.60H +D+0.70E+0.60H +D+0.750L+0.750S+0.5250E+H +0.60D+0.70E+H 1.440 0.756 1.008 0.756 1.008 0.480 0.252 0.336 0.252 0.336 Steel Beam Lic. # : KW-06000346 Description : Man Door Strongback Vertical Reactions Shutter Consulting Engineers, Inc. 12503 Bel -Red Road Suite 100 Bellevue, WA 98005 (425) 450-4075 * Fax (425) 450-4076 Project Title: Engineer: Project ID: Project Descr: Support notation : Far left is #1 Printed: 5 APR 2019, 9:5BAM File = C:lqserstAndy1DOCyME-11ENERCA-11Shasta.ec6 Software copyright ENERCALC, INC. 1983-2018, Build:10.18.12,13 . Licensee SHUTLER CONSULTING ENGINEERS Values in KIPS Load Combination Support 1 Support 2 D Only - Lr Onty L Only S Only 1/11 Only E Only H Only 1.440 0.480 MEI= SHUTLER 1111111111=11. CONSULTING MIIFVMIMI ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB 51iFtCTA T I SHEET Na CALCULATED BY Pr 14 OF DATE SCALE 6 p%) Irmo momm ME MN= Shutler Consulting Engineers, Inc. 12503 Bel -Red Road Suite 100 Bellevue, WA 98005 (425) 450-4075 * Fax (425) 450-4076 Lic. #: KW-06000346 Description : General Beam Propeities Elastic Modulus 29,000.0 ksi Span #1 Span Length = Span #2 Span Length = 4.0 ft 2.0 ft Area = Area = Project Title: Engineer: Project ID: Project Descr: 10.0 inA2 10.0 102 S- 2 Printed: 18 MAR 2019, 4:36PM File i.CAPROGRA-2\ENERCA-1ENERCALC3 . opynghtENERCAIC, 1983-2018, Buird:10,18.12.13 Licensee : SHUTLER CONSULTING ENGINEERS Moment of Inertia = Moment of Inertia = 100.0 inA4 100.0 inA4 Applied Loads Loads on all spans... Uniform Load on ALL spans : D = 0.0180 k/ft, Tributary Width = 1.0 ft DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. Maximum Bending = Load Combination Span # where maximum occurs Location of maximum on span Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.036 k-ft +D+1-1 Span # 1 4.000 ft 0.000 in 0.000 in 0.000 in 0.000 in Maximum Shear = Load Combination Span # where maximum occurs Location of maximum on span 0 0 2249188 4726173 0.0450 k +D+H Span # 1 4.000 ft Maxiinum Forces & Stresses for Load Combinations oad Combination Segment Length Max Stress Ratios Span # M V Summary of Moment Values (k-ft) Mmax + Shear Values (k) Mmax - Ma - Max Mnx Mnx/0me9a Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn. L = 4.00 ft 1 Dsgn. L = 2.00 ft 2 +D+H Dsgn. L = 4.00 ft 1 Dsgn. L = 2.00 ft 2 +D+L+H Dsgn, L = 4,00 ft 1 Dsgn. L = 2.00 ft 2 +D+Lr+H Dsgn. L = 4.00 ft 1 Dsgn. L = 2.00 ft 2 +D+S+H Dsgn. L = 4.00 ft 1 Dsgn. L = 2.00 ft 2 +D+0,750Lr+0.750L+H Dsgn. L = 4.00 ft 1 Dsgn. L = 2.00 ft 2 +D+0.750L+0,750S+H Dsgn. L = 4.00 ft 1 Dsgn. L = ZOO ft 2 +D+0,60W+H Dsgn. L= 4.00 ft 1 Dsgn. L = 2.00 ft 2 +D+0.750Lr+0.450W+H Dsgn. L = 4.00 ft 1 Dsgn. L = 2.00 ft 2 +D+0.750S+0.450W+H Dsgn, L = 4.00 ft 1 Dsgn. L = 2,00 ft 2 +0.60D+0.60W+0.60H 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 -0.04 0.04 -0.04 0.04 -0.04 0.04 -0.04 0.04 -0.04 0.04 -0.04 0.04 -0.04 0.04 -0.04 0.04 -0.04 0.04 -0.04 0.04 -0.04 0.04 -0.04 0.04 -0.04 0.04 -0.04 0.04 -0.04 0.04 -0.04 0.04 -0.04 0.04 -0.04 0.04 -0.04 0.04 -0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0,04 0.04 0.04 0.04 0.04 0.04 Shutler Consulting Engineers, Inc. 12503 Bel -Red Road Suite 100 Bellevue, WA 98005 111111111 (425) 450-4075 * Fax (425) 450-4076 Project Title: Engineer: Project ID: Project Descr: 5-1 Printed: 16 MAR 2019, 4:36PM General Beam Analysis Lic. # : KW-06000346 Description : Mw po_kr1 41 cz.F Load Combination Max Stress Ratios Segment Length Span # M V T LE \WA File = CAPROGRA-ZENERCA-1ENERCALC_6 Sofrare copyright ENERC.ALC, INC. 1983-2018, Build:10.18.12,13 Licensee : SHUTLER CONSULTING ENGINEERS Summary of Moment Values (k-ft) Mmax + ax - Ma -Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Shear Values (k) Dsgn. L = 4.00 ft 1 Dsgn. L = 2.00 ft 2 +D+0.70E+0.60H Dsgn. L = 4.00 ft 1 Dsgn. L = 2.00 ft 2 +D+0.750L+0.750S+0.5250E+H Dsgn. L = 4.00 ft 1 Dsgn. L = 2.00 ft 2 +0.60D+0,70E+H Dsgn. L = 4.00 ft 1 Dsgn. L = 2.00 ft 2 Overall Maximum Deflections 0.01 -0.02 -0.02 0.02 -0.04 -0.04 0.02 -0.04 -0.04 0.01 -0.02 -0.02 0.02 0.02 0.04 0.04 0.04 0.04 0.02 0.02 0.03 0.02 0.04 0.04 0.04 0.04 0.03 0.02 Load Combination Span Max, "-" Defl Location in Span Load Combination Max. '+" Defl Location in Span D Only D Only 1 0.0000 1.692 2 0.0000 2.000 Vertical Reactions Support notation : Far left is #1 0.0000 0.0000 Values in KIPS 0.000 0.000 Load Combination Overall MAXimum Overall MlNimum +D+H +D+L+H +134-Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.750Lr+0.450W+H +D+0.750S+0.450W+H +0.60D+0.60W+0.60H +D+0.70E+0.60H +D+0.750L+0.750S+0.5250E+H +0.60D+0.70E+H D Only Lr Only L Only S Only W Only E Only H Only Support 1 Support 2 Support 3 0.027 0.081 0.027 0.081 0.027 0.081 0.027 0.081 0.027 0.081 0.027 0.081 0.027 0.081 0.027 0.081 0.027 0.081 0.027 0,081 0.016 0.049 0.027 0.081 0.027 0.081 0.016 0.049 0.027 0.081 IM SHUTLER •CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB 5 ti-ks11 -rk SHEET NO. OF CALCULATED BY Prit- DATE VI oquil SCALE —__ SHUTLER 111- CONSULTING - ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB S Fii+sT 4 TI SHEET NO. 7 - l ( CALCULATED BY OF DATE k)R01`j SCALE El`El JE City of Tukwila Department of Community Development January 12, 2022 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Correction Letter # 1 to Revision #2 DEVELOPMENT Permit Application Number D19-0112 SHASTA BEVERAGES, INC - EXTERIOR OPENINGS - 1227 ANDOVER PARK E Dear DAVID KEHLE, Allan Ekberg, Mayor Nora Gierloff, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following depattments: BUILDING - R DEPARTMENT: Lee Sipe at (206)-431-3656 if you have questions regarding these comments. • Plans need engineer signed dated seal. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Correction Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. The expiration date on your permit is 5/22/2022, please send an email to permits@tukwilawa.gov or call the Permit Center at 206-431-3670 if expiring within the next 30 days and you wish to extend. Sincerely, Laurie Werle Permit Technician File No. D19-0112 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 david kehle architect November 8, 2021 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: RE: Mr. Lee Sipe Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Exterior Openings D19-0112 Dear Lee, RECEIVE') CITY OF NOV 0 8 PERMIT REVISION NO. I There are revisions to the exterior opening reinforcing based on existing conditions and clarification on those that have not been installed. Shutter Consulting Engineers has reviewed the existing conditions and has modified their drawings to reflect those conditions. Sheet S-1.0 added notes regarding wet conditions Sheet S- 2.0 Strong backs clarified as to new for needing installation Sheet S-6.1 Strong -back that were on Plump drawings but not installed Sheet S-6.2 Strong back that is required in electrical room door These have been clouded and flagged as rev 1 dated 11-03-21. See also letter from Shutter Consulting Engineers. If you have any questions, please let me know. These are being submitted via hard copies. David Kehle DI(H)rt2, 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com MI..1 SHUTLER =MI CONSULTING la ENGINEERS, INC. 12503 Bel -Red Road, Salle 100, Bellevue, WA 98005* (425) 450-4075 11-8-2021 David Kehle Architect 1960 Bonair Drive SW Seattle, Washington 98116 RE: Shasta Tukwila Shell Changes (D19-0112) Tukwila, WA Dave, RECEIVED CITY OF TUKWILA NOV 0 8 2021 PERMIT CENTER REVISION N0.14 Please find below a quick description of the plan changes associated with the revision 1 issuance of drawings. • S-1,0 — We added a note to section A-1.0 which applies if strong -backs need to be installed in locations where they will be getting wet constantly. • S-2.0 — There are two additional strong -backs added to the plans where there are saw -cut openings in the panels • S-6.1 & S-6.2 — elevations now show the two additional strong -backs which have been added to the plans. In addition to the above specific changes, we have also tried to clarify further which strong -backs are to be installed and which are existing on site already. Those to be installed per our drawings have been marked with a (N), while those that were installed previously, designed by others are marked with a (E). If you have any questions, please don't hesitate to call us, we would be happy to clear them up. Regards, Andy Hardnan, Project Engineer 0 1194 City of Tukwila Department of Community s Development 10/4/2021 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Permit No. D19-0112 SHASTA BEVERAGES, INC - EXTERIOR OPENING 1227 ANDOVER PARK E Dear Permit Holder: Allan Ekberg, Mayor Nora Gierloff, 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 11/22/2021. Based on the above, you are hereby advised to: 1) Login to the City of Tukwila's Online Portal https://tukw-egov.aspgov.com/BP/index.html 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 11/22/2021, 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, Elisa Villegas Permit Technician File No: D19-0112 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 david kehle •archItOct May 10, 2021 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Mr. Jerry Hight RE: Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Permit Extension D19-0112 Exterior Opening Dear Mr. Hight, RECEIVE:S', CITY OF TUKV,JiLt, MAY PERMIT CEN1T-' I was looking on line for this permit and noted that it will expire on 06/01/21. There had been some confusion regarding another opening in the building tilt up wall which I had submitted for a separate permit. I have asked for an extension for that permit (D20- 0316) which had a comment letter for Reid Middleton un known to us. The strong backs and reinforcing has been done and inspected by our special inspector. I have told neil at Shasta to call for inspections on this permit but Neil may not be intown until next week. So I am asking for an extension for this permit. I believe these are adequate to allow for the extension of the permits. Sincerely, David Kehle 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director October 25, 2019 David Kehle 1916 Bonair Dr SW Seattle, WA 98116 RE: Request for Extension #1 Permit Number D19-0094 D19-0099 D19-0112 M19-0057 PG19-0052 Dear Mr. Kehle, This letter is in response to your written request for an extension to the permits above. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permits through May 30, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Rache le Ripley Permit Coordinator File: Permit No. D19-0094 D19-0099 D19-0112 M19-0057 PG 19-0052 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov david kehle architect. October 10, 2019 Request . E Current Eypiration 1Date: Extension :‘'ecluest: Approv',:ci for IZ) days ,„" Denied (pro\ 1de eXplInaition) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: RE: Mr. Jerry Hight Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Exterior Openings D19-0112 Dear Mr. Hight, ension # Signature/Initials RECEIVED CITY OF TUKWILA OCT 1 1 2019 PERMIT CENTER As the Design Professional In Responsible Charge, I am requesting an extension for the above permit based on the following: 1. There are several sequential items that need to take place before other permitted projects can proceed. Timing is causing delays for some construction and final inspections. 2. There are on going reviews of some projects (Glycol Room, and revised drawings for Breakroom and QA lab) that have been submitted to the city 3. There are on going reviews of the projects waiting for our responses or city reviews. 4. We have been working with Lee on several of the permits and inspection processes. For the above reasons, I am requesting the permit be extended. If you have any questions, please let me know. Since ely, David Kehle 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com City of Tukwila Department of Community Development 10/1/2019 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Permit No. D19-0112 SHASTA BEVERAGES, INC - EXTERIOR OPENING 1227 ANDOVER PARK E 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 11/30/2019. 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 11/30/2019, 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, Bill Rambo Permit Technician File No: D19-0112 6300 Southcenter Boulevard Suite #100 • Tu a, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ��11LA k, City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director April 16, 2019 William Hill, CBO, ACO BHC Consultants 1601 Fifth Ave, Ste 500 Seattle, WA 98101 RE: Supplemental Nonstructural Review Development Permit D19-0112 Shasta Beverage — Exterior Opening —1227 Andover Park E Dear Mr. Hill, Please review the enclosed set of plans and documents for compliance with the 2015 International Mechanical Code. As always, once all items have been reviewed and deemed correct, please provide two approved sets of approved plans and calculations with original approval stamps back to the Permit Center, attention Building Official. If you have any questions regarding these drawings and/or the scope of work feel free to contact David Kehle (Project Design Professional in Responsible Charge) at 206- 433-8997 or Jerry Hight (City of Tukwila Building Official) at 206-431-3675. If you should have any questions, please feel free contact us in the Permit Center at (206) 431-3670. Sincerely, a Kandace Nichols Permit Technician encl File: D19-0112 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov david kehle Rare itect) April 9, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: RE: Mr. Jerry Hight Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement New Exterior Openings Dear Mr. Hight, RECEIVED CITY OF TUKWILA APR 1 1 2019 PERMIT CENTER As the Design Professional In Responsible Charge, 1 have reviewed the attached permit submittal, drawings and calculations for the exterior new doors and interior conveyor openings including engineering. The new openings require exterior stairs which are steel pre fabricated and will be a deferred submittal. The new concrete stair is engineered. I believe these are adequate for permit submission and initial review. Please accept for permit review. Sincerely, David Kehle 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0112 DATE: 01/1 22 PROJECT NAME: Shasta Beverages - Exterior Openings SITE ADDRESS: 1227 Andover Park E Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 to X Revision # 2 after Permit Issued DEPARTMENTS: Ls AY_ Building Division Public Works Fire Prevention Planning Division Structural 1 1 Permit Coordinator PRELIMINARY REVIEW: Not Applicable T (no approval/review required) REVIEWER'S INITIALS: DATE: 01/20/22 Structural Review Required DATE: F APPROVALS OR CORRECTIONS: DUE DATE: Approved n Corrections Required (corrections entered in Reviews) Approved with Conditions T Denied (ie: Zoning Issues) L 03/03/22 Fire Fees Apply E Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW El Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0112 DATE: 01/10/22 PROJECT NAME: Shasta Beverages - Exterior Openings SITE ADDRESS: 1227 Andover Park E Original Plan Submittal Response to Correction Letter # X Revision # 2 before Permit Issued Revision # after Permit Issued DIPARTMENTS: co - I l)~ Building Division Public Works Fire Prevention Structural P P Planning Division E Permit Coordinator igt PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 01/11/22 Structural Review Required REVIEWER'S INITIALS: DATE: P APPROVALS OR CORRECTIONS: Approved Corrections Required P (corrections entered in Reviews) Notation: DUE DATE: 03/08/22 Approved with Conditions Fire Fees Apply Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire D Ping 0 PW 0 Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0112 DATE: 1409/21 PROJECT NAME: Shasta - Exterior 0 enin s SITE ADDRESS: 1227 Andover Park E Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1. after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Planning Division Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 11/11/21 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 01/06/22 perApproved with Conditions Fire Fees Apply (corrections entered in Reviews) Notation: Denied (ie: Zoning Issues) E REVIEWER'S INITIALS: DATE: - Permit Center Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire El Ping 0 PW Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0112 DATE: 11/001 PROJECT NAME: Shasta - Exterior Openings SITE ADDRESS: 1227 Andover Park E Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: Building Division Fire Prevention Public Works ri Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 11/11/21 Structural Review Required DATE: LI APPROVALS OR CORRECTIONS: Approved Corrections Required P (corrections entered in Reviews) DUE DATE: Approved with Conditions Denied (ie: Zoning Issues) Notation: 01 06 22 Fire Fees Apply REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping fl PW 0 Staff Initiats: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0112 DATE: 04/11/19 PROJECT NAME: SHASTA- EXTERIOR OPENING SITE ADDRESS: 1227 ANDOVER PARK E X Origin& Plan Submittal Response to Correction Letter Revision # Revision # before PermitIssued after Permit Issued DEPARTMENTS: tkg Division Public Works Fire Prevention Structural Planning Division Permit Coordinator ID PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 04/16/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Notation: DUE DATE: 05/14/19 Approved with Conditions Denied (ie.. Zoning Issues REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire D Ping PW Staff Initials: 12/18/2013 11 0 PROJECT NAME: eirrcor Ot1YS PERMIT NO: Dig -0 t SITE ADDRESS: 1 lover7R(4;c: ORIGINAL ISSUE DATE: (145 1/9 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I ///08id-( IN (-(-) II IN/AA - 46) ' Summary of Revision: error do Received by: (),0013 - f 5 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS A 011/0P-9, AcA...) Summary o Revision: -e. ( e)4-er. or ea, 4, (L 1flfr 4dcadMfriS Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please print REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov CZCTION/INCOMPLETE SUBMITTAL RECEIVED CITY OF TUKW'ILA JAN 19 2022 PERMIT CENTER Correction/Incomplete submittals must be submitted via paper if started as paper at the Permit Center. Corrections/Incomplete submittals must be attached to your permit if started electronically at Construction Permits (aspjov.com). Please notes staff of your submittal by emailing permits@tukwilawa.gov Date: 1,1 \ 114110?i?...-- 0 Response to Incomplete Letter # ® Response to Correction Letter # l to Revision #2 Plan Check/Permit Number: D 19-0112 Project Name: Shasta Beverages — Exterior Openings Project Address: 1227 Andover Park E Contact Person:;Phone Number: 406•43s Summary of Revision: / OO*line 6tiv ,-A4u6Tworte Sheet Number(s): % tit, Selt Z �7t Zo I t i Wa / jKr % ¢IQp ale "Cloud" or highlight all areas of correction including da of correction C:\Users\David Kehle\Downloads\Correttion-Incomplete Submittal Form D19-0112 (1).doc Revised: January 2021 City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http.•//www.ci.tukwila.wa.us Steve Lancaster, Director F ECEIVED CITY OF TUKWILA JAN 10 2022 PERMIT CENTER Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through. the mail, fax, etc. Date: cilVl f.I Plan Check/Permit Number: 12 19 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # -1 Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner rc7 Project Name: ' �,;.�! -� .w,.r • ti' +� ;,,� Project Address: (2 `►�►..�► �..."' =� ,�1 Contact Person: }► !@6 Phone Number: a, ""4 ''th Summary of Revision: VeZA*13-3 1 6 lot. _. Jcc ; t .246 To Eisusicc flew rt-pcmc, Sheet Number(s): L .0 4j �ZlZo tZI 'ilt,�,'Lc ._�.L� Nct & ,e -e "Cloud" highlight o revision inL�lu 'n date o revision io or allareasf luding If vas n Received at the City of Tukwila Permit Center by: i, W Entered in Permits Plus on ()/ J /i (a), applicationslforms-applications on linekrevision sub Created: 8-13-2004 Revised: Cityof Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: httplIwww.citukwilawa,us Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: D Plan Check/Permit Number: PI lei Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: 102-k- vr! r CITY OF r PERMIT t)creEtoe. e:040444,7 Project Address:122..7 44IDOita.....litaic 6 Contact Person:124V° ilattLe Phone Number:10,2433 4914 Summary of Revision: revioceyt4 16 Cgroz402. altitvetu_14 GDWASOth.34 ttiCIAW *354 Vie* Sheet Number(s) .1 .9 /t.0) 43 17412, "Fek 1/ vs Zt "Cloud" or highlight al areas ofrevision ilcluding date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on kapplicationsIforms-applicauons on isnerevision submittal Created; 8-13-2004 Revised: CITY 9 TUKWILA Department of Community Development 6300 Southcenter Boulevard, 7111cwila, WA 98188 Telephone: (206) 431-367o FAX (2o6) 431-3665 E-mail: tukplanPci.tukwila.wa.us Permit Center/Building Division •206 431-3670 Public Worlcs Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRACTOR P.EGiSTRiV PERMIT NO: 00 STATE OF WASHINGTON) ) ss. COUNTY OF KING NS [please print name] , states as follows: i. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed -on the reverse side of,this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW18.27.o9o, I consider the work authorized under this permit to be exempt under number t1/4, , and will therefore not be performed by a registered contractor. . 5. I understand that the licensing provision of RCW 19.28.16a through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. Owner Owner's Agent* Signed and sworn to before me this re' n c / . day of °l '1 N61'AIY PUBLIC in and for the State of Washington Residing at 1 , County Name as commissioned: My commission expires: of_517 Ds'd Z2 NOTE: 3" STANDOFF FROM PANEL FACE IS ACCEPTABLE IF REQUIRED. USE PANEL JT. X9116x0'-3" IN THIS WHERE SITUATION OCCURS EXISTING 4x PURLIN aR STIFFENER CAPPLATE 43x3xY4x0'-3" w/5/8"o EXP. BOLT (EMBED 33/a") EACH. SIDE OF TS COL JDET \nP FIELD WELD ACCEPTABLE 20 0 I � i 1S T 6Y2x 1' -0" w/2-%"4 EXP. BOLTS 'o (EMBED 33/a") _ - HSS STRONGBACK PER EXISTING ELEVATION P.C. PANEL I i EXISTING pE CONC. SLAB o DETAIL I 1 u 43 w 2 lil IIIIiIIII- NOTE: IF INSTALLED ON EXISTING a EXTERIOR OF BUILDING _ I- I - FOOTING ° OR IN HIGH40/2 HUMIDITY/WETNESS 2 STRUCTURAL STEEL HSS5x5 SHALL BE GALVANIZED AND STAINLESS STEEL DETAIL II BOLTS USED ��IIIIi�III (E)P.0 PANEL SECTION A- 1.0. SCALE: 3/4"=1' 0" -1" it SS )LTS BOTH I, 0 A NGBACKE DETAILE: 3/4"= V -0" I I - 0 a \Y2 GUSSET EITHER SIDE OF TUBE #4 @ 18"o.c. o V-0" PER ARCH. 4 NOSING TYP.) PLAN _ a d. b 4. tr (E) PAVING CLR. PER ARCH. a #4 @ 18"0 .c. EACH WAY 777- Dili-11- _T—Iir 2-#4 NOTE: STAIRS SHALL BE INSPECTED TO ASSURE CONSTRUCTION MEETS THIS DETAIL 4-#6 VERT. #3 TIES @ 12"o.c. a� -#4 9 18"o.c. EACH WAY PER M SECTION B-1.0 SCALE: 3/4"=1 '-0" 2-#4 BETWEEN PILASTERS (E) P.C. PANEL L ATTACH PER SECTION B-1.0� i � S I I I � 8-1.0 I i � I L (E) PILASTER L6x4xY4xO'-9" w/ 242"0 STAINLESS STEEL BOLTS (EMBED 3%") (AT LOCATIONS INDICATED ON AN THIS SHEET) (E) P.C. PANEL -3" PLAN (GALVANIZED) w/STAINLESS STEEL EXP. BOLTS (EMBED 33/a") EXTERIOR STAIR ENLARGED PLAN SCALE: Y4"=1'-O" GENERAL NOTES CODE: INTERNATIONAL EXISTING BUILDING CODE, 2015 EDITION BUILDING RISK CATEGORY =II LIVE LOADS: UNIFORM LOADS LOCATION LIVE LOAD REDUCIBLE SLAB ON GRADE (SEE SLAB ON GRADE NOTES) ROOF 25 PSF (SNOW) NO WIND DESIGN INFORMATION: WIND LOADS ON THE MAIN WIND -FORCE RESISTING SYSTEM (MWFRS) WAS DETERMINED USING THE ENVELOPE PROCEDURE. WIND SPEED (BASED ON TABLE 1609.3.1 OF IBC 2015): V„ iU = 110 MPH VsW = 85 MPH EXPOSURE"B" A= 1.0 K 1.00 SEISMIC DESIGN INFORMATION: SEISMIC FORCE RESISTING SYSTEM IS A BEARING WALL SYSTEM WITH SPECIAL REINFORCED CONCRETE SHEAR WALLS. THE STRUCTURE WAS ANALYZED USING THE EQUIVALENT LATERAL FORCE PROCEDURE. R=5.0 Qo=2.0 Ss - 143.2 % So' = .955 Si - 53.4% Sm _ .534 Cs = .191 1, = 1.0 SITE SOIL CLASS = E SEISMIC DESIGN CATEGORY = D ANCHORAGE TO CONCRETE: EXPANSION BOLTS INTO CONCRETE SHALL BE HILTI KWIK BOLT T7 AS MANUFACTURED BY HILTI, INC. SPECIAL INSPECTION AND INSTALLATION PER ICC-ES REPORT ESR-1917. ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER. ANCHORAGE SUBSTITUTION REQUESTS REQUIRE ADDITIONAL ENGINEERING SERVICES. NEW ANCHOR INSTALLATIONS SHALL BE INSPECTED ON A PERIODIC BASIS BY A T141RD PARTY, REPORTS PER SPECIAL INSPECTION SECTION OF THE GENERAL NOTES. STRUCTURAL STEEL: SQUARE HSS SECTIONS SHALL. CONFORM TO ASTM A500, GRADE C (Fy = 50,000 psi). ALL OTHER STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 (Fy=36,000 psi) OR ASTM A992 GRADE 50 (Fy = 50,000 psi). APPLY PRIMER COATS PER ARCHITECTURAL SPECIFICATIONS. WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE IN ACCORDANCE WITH AWS DLL AND DI.S AND BY WABO CERTIFIED WELDERS. USE FRESH E70XX LOW HYDROGEN ELECTRODES. SPECIAL INSPECTIONS: SPECIAL INSPECTIONS PER IBC SECTION 1705. A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS FOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, SHUTLER CONSULTING ENGINEERS, THE OWNER AND THE ARCHITECT BY THE TESTING AGENCY FOR REVIEW. THE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING AGENCY APPROVED BY THE BUILDING DEPARTMENT, THE FOLLOWING INSPECTIONS SHALL BE PROVIDED AS A MINIMUM; ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING DEPARTMENT SHALL ALSO BE PERFORMED. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. SPECIAL CONDITIONS: THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION. DURING CONSTRUCTION THE CONTRACTOR SHALI. PROVIDE ADEQUATE SHORING, BRACING, AND GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD, OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC. MECHANICAL FIRE PROTECTION AND ELECTRICAL SYSTEMS: IT SHALL BE THE GENERAL CONTRACTOR AND/OR SUB -CONTRACTOR'S RESPONSIBILITY TO PROV IDE ALL NECESSARY ENGINEERING AND CONSTRUCTION DOCUMENTS FOR THEIR SCOPc OF WORK. THIS SHALL INCLUDE THE DESIGN OF THEIR SYSTEM AND ANY REVIEW AND MODIFICATIONS OF THE BASIC STRUCTURAL SYSTEM SHOWN ON THESE CONSTRUCTION DOCUMENTS AS WELL AS ANY ADDITIONAL STRUCTURAL SUPPORT REQUIRED BY THEIR. SYSTEM. I ,cn®r;9�a9hzi t* maft ��"'Qrti �gfi�yPd?rWr to � 1 +SEPARATE PERMIT REQUIRED FOR: �i/ Mechanical Electrical Plumbing I� Gas Piping City of Tukwila BUILDING DIVISION CORnECT1OM I TR#._ REVIEWED FOR CODE COMPLIANCE' APPROVED JAN 2 8 2022 City of Tukwila BUILDING DIVISION 11PAII'mm , 4 RECEIVED CITY OF TUKWILA JAN 19 2022 PERMIT CENTER D/19-011;t C. y wog wtir�'9d O�A� i 7. SS3 rAl LN6R�'�;�•, U u W a W o E.°cw H Y�� C NL gym=' E o I Emil W> o o — o ��G7 z E wE3 101 � oL9a N p E O4 n i ZO a U Z O U) l - U w Z O 4 K z o Z — 0 O 10 O F U LL Un F t 5 c0 U l IL No N l m W N I � r N O V � F' 00 z - -4""; W z !� � Y LtJ 0 Lu <t cD oZ0_Z U > Q Id � z < r e,% d Q h fn <W r� O �— z J �C W z LU ENGINEER: AH CHECKED BY: JH DATE: 3-20-19 JOB No.: 10-23.04 SHEET No.: S1.0 1 OF6 t EXISTING 4x PURLIN PANEL JT. OR STIFFENER WHERE CAP PLATE OCCURS 43x3x%xO'-3" wJs/8'm EXP. BOLTTi— (EMBED 3%") EACH SIDE OF TS COL. nP FIELD WELD Y4 ACCEPTABLE 20'�0" i 19'-6° ` Z R6Yzx1'-0" o w/2-%"O --�� EXP. BOLTS °-w (EMBED 3%-) w HSS STRONGBACK EXISTING PER ELEVATION— .Z — P.C. PANEL--\ 00 DETAIL I I DET w I IF INSTALLED ON _ OR OF BUILDING — I — EX TURAL STEEL F BE GALVANIZED TAINLESS STEEL USED ill�llii�l!I- EXISTING CONC. SLAB ISTING DOTING SECTION A-1.0 SCALE: 3/4"=1 '-O" E 0 HSS5x5 DETAIL II #4 @ 180.c. o PER 4 NOSING ARCH. �TYP.) PLAN d:.a d. i 0- o O`er.? (E) PAVING 11'2 PER ARCH. CLR. #4 @ 18"o,c. EACH WAY I i� I IU-rl I I 2-#4 NOTE: STAIRS SHALL BE INSPECTED TO ASSURE CONSTRUCTION MEETS THIS DETAIL #4 @ 18"o.c. EACH WAY PER d 2-#4 BETWEEN PILASTERS SECTION B-1.0 SCALE: 3/4"=1 ' -O" 4-#6 VERT. #3 TIES @ a f d: n 12°o.C. L6x4xY4xO'-9" w/ 242"0 STAINLESS STEEL BOLTS (EMBED 3%") (AT LOCATIONS INDICATED ON AN THIS SHEET) (E) P.C. PANEL -3" PLAN (GALVANIZED) w/STAINLESS STEEL EXP. BOLTS (EMBED 33/a") GENERAL NOTES CODE: INTERNATIONAL EXISTING BUILDING CODE, 2015 EDITION BUILDING RISK CATEGORY = If LIVE LOADS: UNIFORM LOADS LOCATION LIVE LOAD REDUCIBLE SLAB ON GRADE (SEE SLAB ON GRADE NOTES) ROOF 25 PSF (SNOW) NO WIND DESIGN INFORMATION: WIND LOADS ON THE MAIN WIND -FORCE RESISTING SYSTEM (MWFRS) WAS DETERMINED USING THE ENVELOPE PROCEDURE. WIND SPEED (BASED ON TABLE 1609.3.1 OF IBC 2015): V„ I, = 110 MPH Vsd = 85 MPH EXPOSURE "B" h= Lo K,, 1.00 SEISMIC DESIGN INFORMATION: SEISMIC FORCE RESISTING SYSTEM IS A BEARING WALL SYSTEM WITH SPECIAL REINFORCED CONCRETE SHEAR WALLS. THE STRUCTURE WAS ANALYZED USING THE EQUIVALENT LATERAL FORCE PROCEDURE. R 5.0 0, = 2.0 Ss = 143.2% Sos=.955 SI 53.4% Sol = .534 Cs =. 191 lE = 1.0 SITE SOIL CLASS = E SEISMIC DESIGN CATEGORY = D ANCHORAGE TO CONCRETE: EXPANSION BOLTS INTO CONCRETE SHALL BE HILTI KWIK BOLT TZ AS MANUFACTURED BY HILTL INC. SPECIAL INSPECTION AND INSTALLATION PER ICC-ES REPORT ESR-1917. ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER. ANCHORAGE SUBSTITUTION REQUESTS REQUIRE ADDITIONAL ENGINEERING SERVICES. NEW ANCHOR INSTALLATIONS SI IALL BE INSPECTED ON A PERIODIC BASIS BY A TIBRD PARTY, REPORTS PER SPECIAL INSPECTION SECTION OF THE GENERAL NOTES. STRUCTURALSTEEL: SQUARE HSS SECTIONS SHALL CONFORM TO ASTM A500, GRADE C (Fy = 50,000 psi). ALL OTHER STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 (Fy = 36,000 psi) OR ASTM A992 GRADE 50 (Fy = 50,000 psi). APPLY PRIMER COATS PER ARCHITECTURAL SPECIFICATIONS, WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE IN ACCORDANCE WITH AWS Dl.l AND DI.8 AND BY WABO CERTIFIED WELDERS. USE FRESH E70XX LOW IIYDROGEN ELECTRODES. SPECIAL INSPECTIONS: SPECIAL INSPECTIONS PER IBC SECTION 1705. A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS FOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, SHUTLER CONSULTING ENGINEERS, THE OWNER AND THE ARCHITECT BY THE TESTING AGENCY FOR REVIEW. THE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING AGENCY APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING INSPECTIONS SHALL BE PROVIDED AS A MINIMUM; ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING DEPARTMENT SHALL ALSO BE PERFORMED. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. SPECIAL CONDITIONS: (E) P.C. PANEL L ATTACH PER THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION. DURING SECTION B-1 .0 CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC. B-1.0 (E) PILASTER EXTERIOR STAIR ENLARGED PLAN SCALE: Y4"=l'-O" MECHANICAL, FIRE PROTECTION AND ELECTRICAL SYSTEMS: IT SHALL BE TIIE GENERAL CONTRACTOR AND/OR SUB -CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY ENGINEERING AND CONSTRUCTION DOCUMENTS FOR THEIR SCOPE OF WORK. THIS SHALL INCLUDE THE DESIGN OF THEIR SYSTEM AND ANY REVIEW AND MODIFICATIONS OF THE BASIC STRUCTURAL SYSTEM SHOWN ON THESE CONSTRUCTION DOCUMENTS AS WELL AS ANY ADDITIONAL STRUCTURAL SUPPORT REQUIRED BY THEIR SYSTEM. FIL' c py pemm No. Plan ravlow approval Is subject to ehars ano omissldns. Approval of construction dotsarlmintil dome not authorize the violation of any adopted COCO or ordinance. Rece@t of aporoved Field COPY and COrltlit10nS 6 ,cxnowledgmo: By. (10✓Il7 C7 Dole. City or Tu.wlta BUILDING DIVISION SEPARATE PERMIT RE91JIRED FOR: 0 Mechanical Electrical rlumbing G('J Gas Piping City of Tukwila BUILDING DIVISION Ng charig'es shall be msda to, oi't"dork without aflor a=9orouAt d t Tutmea OuMung Ometan. �p?E: Revidtaha WI retgtma B tom+ OM submW and may lncluda aidditicin 9l M REVIEWED FOR -- CODE COMPLIANCEII APPROVED NOV 10 2021 City of Tukwila BUILDING DIVISION] RECEIVED CITY OF TUKWILA REVISION No. Nov 0 a 2021 PERMIT CENTER C. HFAO I VAS N �419Z O,r FSs��NAt Digitally signed by John Headland Date: 2021.11.08 11:19:29-08'00' d z " E2w :D Z z o _�- 0Ev a a3 �aE v E E vupS m N v D 2 O d o N rn6€ O< O a � Z o U w > of o Z U q U w N h Li. w LI a N N v Uj Q wz �00 W 0a0 c QG I OC W Y O WO /' Z m�U>d �WO� I<—z�ag C( Z N F_ Z d ry LU Z LU ENGINEER: AH CHECKED BY: JH DATE: 3-20-19 JOB No.: 10-23.04 SHEET No.: 0 1 OF 6 2( I PANEL, T sY8 F„ TGS & COLUMNS BEYOND FACE of t321'-0" 220'-6" -0�40'-0�-0" 40'-0�40'-0" w:0� w ci 4Z 40'-0" PANELi--- ' ! (E)7)'4" P.C. I PANEL i F}\�Q i I I � F-I F- z 6 Z - 2'-0" DIAMOND I ISOLATION JOINT (TYP.)- FACE OF ---.=— - L------___ PANEL No EXISTING 5" j GONG. SLAB II I I II 1 I (E) 6)14 P.C. PANEL - --- - L - - - LJ ----- L J ��-- (E)2 -0 ! ( FTGCONT III LV` �I r— ] _ FACE OF (E)PILASTER (j `TMP.) SER I , I ,- --- ---- -- ----- --- --- ---- -- — — T W N 1 -- I ENLARGED "N)ISAWCIT EXIST'G °- a EXIST'G N o EXIST'G OPENING OPENING OPNG OP NG 0 OPNG ' i ' i 1 I I y- i I I 1 ! i _ —��' J —__ _� _ --- Lam%—_ __ __ _—*Ot �' �✓; __� _ "�- _ v � _.._ �J _ �� _ _.._ ; �y ; _ _— �✓� __ —t�� _ �. � r � _ _ INTERIOR TILT PANELS! ENLARGED OPENING— �1 I I �1�` QP� I I I EXISTING 5" ( LQ I C01\C. SLAB --L- I , I I -Al -J , i \ T Lf _ _EXISTING I � PAD FTG j (TYP.) ! (E}CMU 'BLOCK -WALL I c Q v� I I OFFICE -- - ---—I L4�� -- — — — — ---------- -- — —--------- ----'— -- B-1.0 20' 0" 20'-0" i 20'-0" 20'-0" - i 20'-0" 20'-0° I 20'-0" 20'-0° i 20 0 20' 0" 20'-0" 20'-6" 20' 0" 20'-0" I 20'-0" I 321' 0" (FIELD VERIFY) 116 0 E)2'-o" CONT. FTG. (E)7),4" - o 0 P.C. i PANEL o 1 (E)DOCK LEVELER (TYP.) STAIRS PER ARCH. (TYP.) E OFFICE a REVIEWED FOR CODE COMPLIANCE IPPROVE'D Moo i 0 2021 [Cibj of Tukwila BUILDING DIVISION G• HE4� �Ot •ASy�iC'92 O� blA, A'�PHA 1, Ett6 Digitally signed by John Headland Date: 2021.11.08 11:18:49-08'00' W W o 0 o v E2 rxiz U N E 5 I b� a T m�E Ilan y c=o E o aim N 0.1v d�`3 loll N t o O < m O Z O a U N N w W x z 0 U LL w � � 5 w U a N c? N ui v uj t- p W 00 V W co W z O� W �O W >— > 0z�-z z WCL�W= CO � uj C' z 0 QJ < V/ z N > C) < C14 Z) z_ U) X w ENGINEER: AH CHECKED BY: JH DATE: 3-20-19 JOB No.: 10-23.04 SHEET No,: 2 OF 6 ,}(PER PLANT 1-cP 1 13'-6 1� 0 -6 7 -6 i -6 �� 20'-6" 20'-0" 20'-0" 20'-0" � 20'-0" 20'-0" 20'-0" Q 20'-0" � 20'-0" 20'-0" 14 20'-0" y 20'-0" 19'-0" I I I I 1 PARTIAL EXISTING P.C. WALL ELEVATION AT GRID JJ (PANELS VIEWED FROM INSIDE EXISTING BUILDING) 4" ' " ' 4 _. 24-024-024'-0" 24'-6" � r 23'-0" 23' -0" 23'-0" 22'-1 1 " 21) ;2 2) \2 3) ;2 4) PARTIAL EXISTING P.C. WALL ELEVATION AT GRID 17 (PANELS VIEWED FROM INSIDE EXISTING BUILDING) 24'-6" 24'-0" 24'-0" 24'-0" 22' -1 1 Y2" 23 -0" 23'-0" 23'-0° {17) ;18,) (19) (20) PARTIAL EXISTING P.C. WALL ELEVATION AT GRID 17 (PANELS VIEWED FROM INSIDE EXISTING BUILDING) 20'-6" 16 20'-0" , 5 20'-0" , 4 20'-0" i 3 20'-0" 19'-6" 3 -0 ---� ;2 5;> ;2 6) ;2 7) �;2 8) (;2 9) PARTIAL EXISTING P.C. WALL ELEVATION AT GRID (PANELS VIEWED FROM INSIDE EXISTING BUILDING) ;ISTING iNEL 21 EIVED 1 T ul- TUKWILA NOV 0 8 2021 PERMIT CENTER G. HEq, I VASy�yC,S,Z O �fS'�ADNAL Digitally signed by John Headland Date: 2021.11.08 11:18:13-08'00' H� I-, C/] q s Gov cam �D o (D o� a 'y o n9� o E zoo 0.1 C I I N v d N mo N � OQ E 0 a Z o 0 U) N > Lu o it 0 QW U u_ N i- 4: 5 � W o a N ci rn O N 4 Lu Q Q W 00 �J W U) 00 Q� wz >��eo W >olaz z 0- j O m j Q �W0'S > I<—zvQ�_ W ff)<C N Qz Nv w W r' � ~ Z Cn I— CD z F- U) X W ENGINEER: AH CHECKED BY: JH DATE: 3-20-19 JOB No.: 10-23.04 SHEET No.: ■ 3 OF 6 12 n i rel 7 6 n � I 3 2 20'-0" 20'-0" 20.-0" 20'-0" 20'-0" 20"-0" 20"-0" 20'-0" 20'-0" 20"-0" 20'-6" PER PLAN 9'-0" 19'-0" 19'-0" 9'-0" 9' 0" 19,-0" 19'-0" (N)HSS6x6x5/6 STRONGBACK 19,-0,, I ,9'-0" I 18'-10Y2" PER PLAN I I I I I I I I i I i I I I 1 I I I I t I I I I I I I ! I i 1 I I I I I i4'ititr.v' I I I I I t I I I I x I I I I I I 1 I I A I I I 1 I j 1 I I I i I I I I I I 1 I t -,. A D� I� OF NEW I STRONGBACKI I i I I I i i t I I I I I I I t I t I I I I I I I I 1 I I I I I I I I I I I I I I I I EXISTING PANEL 29 , 4-6 (E)10'-0" 4'-6" 4'_6' � (E)10'-0" 4'-6„ 3'_,' (E)10'-0" 3'-6" 13'—tYa" 2'-0" 63/a" 1'-6" �,(E)7'-05/8'1 1p'-53/e„ 15'-1Ya�� ,4, {PER PLAN) 24'-6" 22'-10Y" 6' 4" 2'-0" 2'-2Y2" 2'-8' 1 1'-8 OPENING — OPEN (,41,) (N)3-0 OPENING 1 20'-6" 20'-0" 2'-1Y2" PER PLAN 17'-10Y2" 9'-0" 6'-02,. (E)4'-0" 7'-6" 7'-6" (E)4'—O" 7'-6" OPNG. 3x NAILER j I I I I i I 1 i I I _..__._ 1 OPNG. 3x NAILER I I I I I I I I I I l i I I 1 i I I I I I I I i I I u I I I I I I I I l I I I I I I I I I I I I 14'-9Y2" L4(E)3'—1 OPENING (/49j (50y, �'51;> PARTIAL EXISTING P.C. WALL ELEVATION AT GRID C1 (PANELS VIEWED FROM INSIDE EXISTING BUILDING) OPENING i� i� )\ (3 2) (;3 3,) ;3 4;> ;3 5 j ;3 6;> (3 7;> 3 8,> 3 9,> 40,> PARTIAL EXISTING P.C. WALL ELEVATION AT GRID (PANELS VIEWED FROM INSIDE EXISTING BUILDING) 3 C D E F G J 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" H 24'-6" 23'-0" 23'-0" 23'-0" 23'-0" 23'-0" _ 23'-0" 22'-10}'2" It I iPER PLAN,,L \52j (53j 54;> PARTIAL EXISTING P.C. WALL ELEVATION AT GRID �5 (PANELS VIEWED FROM INSIDE EXISTING BUILDING) 5 5,> 5 6,> 5 7 OPENING > (NO REINF. 5 8, RECEIVED REQUIRED) `— CITY OF TUKWILA PARTIAL EXISTING P.C. NOV 08 2021 WALL ELEVATION AT GRID @ PERMIT CENTER (PANELS VIEWED FROM INSIDE EXISTING BUILDING) G• Hf4 off? I�t tASy�� 9y �f�S2�NAL EENG`��4, Digitally signed by John Headland Date: 2021.11.08 11:17:53-08'00' E =0 w m u N O v a n �Eg I I b� w x o TS m�E o N Nmg rn O Q v o 0 U z LD a E U w w z 0 w U � N F g W 0 IL N N M N � V' F � 00 W E- 00 UJ 00 Q I z W Fro > O Z z z W CL U W= O m 10 Q S z > UJI dam_ W 'n�nZ VJ Q N > W Q Z z W ~ ��//�� ~ 0— V 1 z x w ENGINEER: AH CHECKED BY: JH DATE: 3-20-19 JOB No.: 10-23.04 SHEET No.: %) 6, 2% 4 OF 6 PER PLAN PER PLANT o'-o" I I I I I I I I I I 1 I 1 I I I 1 I 1 1 1 I I E X I I Ixl\ I I (E) (E) 3-10" 3-3 3' " L4-7" 3'-10" 4'-7" ' "(E)7-8% 3'-1„ (E)7-85/8 3'- -E E 5' " 3'-10" 3'-3" 3-1 0 �3'-(-EI)O' 7'-7"4'-7 nPNG I ,nPNG. .. _..,. OPNc- OPENING OPENING OPNG. ., .:. OPNG. OPNG. OPNG. OPNG. OPNG. 7Y2" PILASTE TO BE VERIFIED—, €� PER PLAN] EXISTING BUILDING - EXISTING PANEL ao 59` 60` 61\ 62` ` 64\ > 63> OFFICE AREA WALL ELEVATIONS (PANELS VIEWED FROM INSIDE EXISTING BUILDING) 6 5\> 6 6> 6 7; 6 8,> 6 9,> <\7 0,> RETAINING WALL ELEVATIONS (PANELS VIEWED FROM INSIDE EXISTING BUILDING) `I) `3 0 8" 24'-33/4" 24'-11)/2" ( 17'-11)12" 1/2"JT, 17'-4" 73/4" 20'-23/4:: 20'-2Y" 19'-11Y2" 1/2"JT. 20'-4" ' TYP. 1 TYP. 4Y4" PLATOP PLATOP PLATOP PLATOP F <PER PLAN> PLATEP 1 PLATOP PLATEOP PLATOP <PER PLAN>.I. .�.,-.1�.��� l I i i _.. _ 7 EXISTING P/ M BEYOND Lx i F--, , Ir T I r = wV -11I=111' �11- I (PER PLAN)+ �- _ i 11-111- "I=III 1'-83/4" 19'-103/4" — EXISTING PANEL_ C72) EXISTING PANEL 71 15'-13/4" -- 1'-83/4" 2'-53/4° (E)15'-0" 0Y4" (\681) OPENING (,69/) 70,> 7 I PARTIAL EXISTING P.C. WALL ELEVATION AT GRID 1J (PANELS VIEWED FROM INSIDE EXISTING BUILDING) PARTIAL EXISTING P.C. WALL ELEVATION AT GRID �5 (PANELS VIEWED FROM INSIDE EXISTING BUILDING) ING L aD ED- 28'-5)/2" F/-2x TOP ! PLATE 13/a 23,-43/4:: (Q 4r, OPENING \�8\> EXISTING SKEWED P.C. WALL ELEVATION (PANEL VIEWED FROM INSIDE EXISTING BUILDING) 1-1 \72/> (\73,> OPENING (\74j 75,> PARTIAL EXISTING P.C. WALL ELEVATION 36' NORTH OF GRID �K (PANELS VIEWED FROM INSIDE EXISTING BUILDING) T T 19'-11)/2" 19'-11Y2'• „r1/2°JT. 19'-11Y2" 19'-11}'2" TYP zm 11 19,-11Y2" „ PARTIAL EXISTING P.C. WALL ELEVATIONS AT GRID �M (PANELS VIEWED FROM INSIDE EXISTING BUILDING) 19,-11Y2" COD(_ Gf :�3 4/-IaCE Ckv ofT r+rnla SU,I_DlNG DIVIS10 ; RECEIVED CITY OF TUKWILA NOV 0 8 2021 PERMIT CENTER C• H�q� 3m 0 AL 20 AL Digitally signed by John Headland Date: 2021.11.08 11:09:41-08'00' z uo H ° �^ 6 �D O z En U W _ E V2. up o = o N W d c 3 I I h rn rn m o s N oMIR .E @'< v z 0 z O a U m w w ° O U w N w r w o a N N rn N V w < Wz �� t CD W Q� wz OC W 0 W >r > z 0- Z z U O W i Q LLI W tTt^Zv4� VJ Q N Qz N� W Z W `- ~ a �~ CD z U) X U1 ENGINEER: AH CHECKED BY: JH DATE: 3-20-19 JOB No.: 10-23.04 SHEET No.: S' 6. no 5 OF 6 1PE� Y 13 19'-10/2" _i�_ 19'-11Y" 15 19'-1 1Y2" 20'-2Y2" 20'-23/4" PARTIAL EXISTING P.C. WALL ELEVATIONS AT GRID Q (PANELS VIEWED FROM INSIDE EXISTING BUILDING) I U 63/4" 24'-5" 24'-11)/2" 24'-11Y2' 1/2"JT. 24'-11Y2" 24'-11Y2" TYP. 24'-3Y4" 8° £PE 0.-0LX N L\ N I I I EXISTING PANEL 89 1,74 I=I. 1'-2Y4'• (E)9'-0" .,., �.. .� 3, 6„ (E)9,-O.. nnr-.,�.�n (E)9'-O" nncn 1-1 9'-2" ,_. _. _., (E)9,-O" nocnnn�r 3'_6" (E)9'-0" nocnunin I (E)9'-O" nocnnnir 3'_6" (E)9'-O" nocni min (E)9,-O„ nocnunic 3, 6„ 9,-0» i Inocnunin (E)9.-O" 9'-2„ �1V-8/4" 1'-83/41'-83/4�� J�-�\ OPENING 1' 83/4,. J� �\ 1'-83/4„ 1'-8%4" J� �l 3 90) 91) �92) �g3) 94) �95) PARTIAL EXISTING P.C. WALL ELEVATIONS AT GRID 17 (PANELS VIEWED FROM INSIDE EXISTING BUILDING) 15 7 9 11 13 15 17 '� 79 80 81 82 83 84 85 86 87 88 89 n 77 2 73 74 75 76 70 69 � 90 � 91 ZJ 92 2010 ADDITION 93 94 n 2 3 4 5 6 7 8 9 10 1 1 12 _ 13 14 15 16 17 U H 047)---i 18 tn1 58 57 56 55 9 v ORIGINAL 20 54 1967 60 61 62 E 59 44 BUILDING 21 9 g 53 — 43 63 49 50 51 52 22 C 42 ' 23 67 65 66 64 O 41 24 6 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 25 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 P.C. PANEL PLACEMENT KEY N SCALE: 1 "=50' <PER�_ EXISTING BUILDING 7 (E)3'-4" OPENING i rt W' NOV 10 2021 City 0# T u!"v! !a EUNLIDI.-zOt DIMS€Oi! RECEIVED CITY OF TUI(WILA NOV 0 8 2021 PERMIT CENTER PANEL & OPENING CLARIFICATION PANELS DESCRIPTION ORIGINAL BUILDING (1967) SHELL PANELS. 1-48 ALL OPENINGS MARKED EXISTING (E) WERE PART OF THE ORIGINAL DESIGN OR INCLUDED IN THE 2010 ADDITION. ALL OPENINGS MARKED NEW (N) HAVE BEEN CUT SINCE THEN AND STRONGBACKS ADDED WHERE NEEDED. ORIGINAL (1967) INTERIOR PANELS. 49-58 ALL OPENINGS MARKED EXISTING (E) WERE PART OF THE ORIGINAL DESIGN. ALL OPENINGS MARKED NEW (N) HAVE BEEN CUT SINCE THEN OR ARE PROPOSED TO BE CUT. IT IS OUR UNDERSTANDING THAT ALL OPENINGS ARE EXISTING & UNMODIFIED. 59-67 ADDITIONAL PANELS IN 2010. 68-95 ALL OPENINGS ARE EXISTING WITH NONE ADDED SINCE CONSTRUCTION. G• H4 tASgJ'j`gZ O��`"p4 a 3.` �fSSJaNAL Digitally signed by John Headland Date: 2021.11.08 11:08:45-08'00' _E r w z O Z 7 N N G v O c N C T J z3 Qa� Up 0 E o � o N L o E �a w Z O a z O U N n > w ❑ w 0 a O w N w o a 0 m rn 0 N � � Q ❑ W� W o ~ � W (/ U) CC) J Q 2E LLl Z LZIJ ryW Yp <C a `WJ>WQ� �ZaZ / z O W J i Q =off QZ > Lu ir�—�/� Z <t u >�_ V! Q N > < Z N W z `�^^ L1L1.! v l i� CL z_ I- U) X UJ ENGINEER: AH CHECKED BY: JH DATE: 3-20-19 JOB No.: 10-23.04 SHEET No.: 4 ■ 6 OF 6 •r. VALVE `' `" w VALVE SEINER MANHOLE A Z12RII M23.62' PIPE N 16.49 ' PIPE S 16.53 8' PIPE E = 16.53 8' PIPE W = 16.53 'STREET PVC OR D.I.) LIGHT "\-d-Box \ " EX. FIRE HYDRANT WATER VALVE O VALVE BUILDING CODE: 2015 15C ZONING- TUC CONSTRUCTION TYPE: 111 5 ESFR 5PRINKLER OCCPANCY GROUP: F1,51,5 TOTAL 5LDG AREA: 101,W49 5F EX. OFFICE (5) 3,311 SF EX. FACTORY (F1) 104,332 5F AREA OF NEW OFFICE: XX,XXX 5F PARKING: 51 (NO CHANGES) I'MYRIMMMIS, FOR OF GRIDLINE I IN NE 1/4 OF 5ECTiON 35-23-04- BEGIN NE CORNER OF GRIDLINE I THEN N 81-44-06 W ALING N LINE OF GRIDLINE 1449.48 FT THEN 5 01-51-313 W 455.51 FT THEN N 99-08-21 W 30 FT TO TPO5, THEN 01-51-39 LJ 411 FT THEN N 88-08-21 W 410 FT THEN N 01-51-39 E 411 FT THEN 5 88-05-21 E 41OFT TO TP05 - -- 3523049012 CUT IN NEW EXTERIOR OPENINGS FOR NEW DOORS AND NEW VENTING, CENLARGE EXISTING CONCRETE OPENINGS FOR CONVEYORS. SEE STRUCTURAL SITE ADDRESS 1221 ANDOVER PARKWAY EAST OWNER 5HASTA BEVERAGE INC: 1221 ANDOVER PARKWAY EAST TUKUJILA, UJA 98188 STRUCTURAL FOR CAN LINE ONE SHUTLER CONSULTING ENGINEERS 12503 5EL-RED ROAD 5ELLEVUE, WA 98005 Fo. nff-v-L' Portntt No. _.1. Plan review approval is suolect to errors and omissions Approval of construction documents does lot aUtWtze the violal'On Of any adopted code Or ordinance Recelpt of aporoved Field Copy and conditions Is.aLISDOWi B e Y Date: Cny of TZ". ElUit-DING nIVISION ---__ 00 N 04 I. NO CHANGES TO EXISTING SITE _ (f co CAS 2, NO CHANGES TO EXISTING PARKING OR PAVING VALVE CC) 3. NO CHANGES TO BULDING ENVELOPE 3. m EX. SEWER MANHOLE A RIM = 25.39 RECEIVED 12'PIPE N= 18.16 12' PIPE S - 18.20 8' PIPE E = 18.20 APR 16 1Q1� 8' PIPE W = 18.20 (PIPES PVC OR D.I.) 8HC Consultants, LLC SEPARATE PERMITS: 1, SPRINKLER MODIFICATIONS TO EXISTING ESFR RECEIVED EX. FIRE HYDRANT CITY OF TUKWILA 2, ELECTRICAL CHANGES 3, PLUMBING CHANGES APR 1 1 2019 4. INDIVIDUAL AREAS OF TENANT IMPROVEMENTS PERMIT CENTER SEINER MANHOLE A = 25.39 PIPE N = 18.16 PIPE S = 18.20 8' PIPE E = 18.20 8' PIPE W = 18.20 (PIPES PVC OR D.I.) SEPARATE PERMIT RE UIRED FOR: Mechanical Electrical �/ Plumbing ts4 Gas Piping City of Tukwila BUILDING DIVISION OVERALL SITE PLAN C) NORTH SCALE 1' 20' Pi-olva 3 — - 011a i (,isi71t?Ce --- REVISIONS �' t �) 1 �rCSi1SUlf,9i tS No cnanoes shall be made to the scope "/1/j r///�/� / /v/'/ Of Wo(K withOUt prior apDroval of the a 4el/ Tukwila Building Division Date NOTE: Revisions will require a new plan submittal and may include additional plan review. ,NI Li ANCE --PROVED 312019 ;I�iy� of Tukwila .DING DIVISION r r • • • 1 • r t v EXTERIOR OPENINGS A-] EX. RAILROAD SPUR EX. PROPERTY LINE EX. FENCING NO CHANGE #24 W; !�Jjrffll ATAW=,q NEUJ CONVE�,OR it wWME LUALL i OF`ENINj3 IN TILT i UP 5EEi. STRRAL EX15TIW3 BOTTE4"ING LINE NO CH4NGE8 t i i y II �' il��,ii NEW OPENING IN col,,tr-�ETE WALL 1jul tt FOR CONVEYOR. SEE i STRUCTURAL i EXISTING FILLING t>� ��' LINE ! No c-H%%f/tom't, 4NGES t i ' y EXISTING II���111 TANKS i NO CHANG MPE OI ao � AMON14 Roo If MID W #21 ADJ HYDRANT NO CHANGES #23 ------- L --------- '-4 0 E U, RE RECEIVED CITY OF TUKWILA APR 112019 PERMIT CENTER l cc co r=w�ql T-H Fib EX, OFFICES 00 0) Luj NO CHANGES EiD EX, c/) �71 SHIP 0 OFFIC z E- 0 0 B z # 8A ca, rg� ME E U) CLEAN o #17 AINTENANCE UP RM WITH ROOM UJIT 114 STORAGE E CHAIN t am EX, ADA RAMP ACCESS 51TE x ee tEZZANINE ROVE LINK FENCING qmu — STOR. -SEE PLAN Q4 .4 0 e ;=;==M11r EPARTE �zq 5NAIrTE A— ty L Tr b I I —I I RECEIVED E- FE _n R.' - 6- AC)" #1 1 1 CITYO�TUKWILA z i 1:31 Q1 NEW DOOR OPENING IN! 0\ I APR 112019 EL cl VM > CONCRETE WALL FOR E�<TERIOR PERNIIT CENTER DOOR AND VENTING. SOE SHEET cm r Eg 24L4 A-3 AND STRUSTU L I C.IX , T.. NEUJ DOOR 0 ENIN W DOOR OPENING IN ON:t'LANCE CONCRETE LU LL FOR EX OR CONCRETE WALL FOR EXTERI' - E- <� OA�IPROVED z DOOR SEE 5 EET A-3 AND DOOR SEE SHEET A-3 AN #8 ❑ STRUCTURAL STRUCTURAL Wes} N esD T C.�ft T. E- U) --.i E- T1- 11�- City of Tukwila 11�plo ------------------------------------------------------- L ------ -- �T� ....... ............................. —1 --------- --Li SCOPE OF TH15 PERMIT ,QVERALL FLOOR FLAN: C)l EXTERIOR SAW CUT IN NELU OPENINGS FOR EXTERIOR DOORS AND VENTS AND NTERIOR It j CONVEYLOR OPENINGS. SEE STRUCTURAL FOR STRONG 5ACK5 AND SEE NORTH SCALE: P = 20' OPENINGS PAGE 3 FOR 5LOW UP OF EXTERIOR DOORS A - 2 LANDING FIFE1 GUARD RAIL AND HANDRAIL CONCRETE F D BELC 3 N4 NEW VENTS SEE PANEL 41 STRUCTURAL - N FU OFENING WE6T N-4 NORTH SCALE: 1/4" = 1'-0" DOOR SCHEDULE (LEVER HANDLES) N1: NEW 3'-0" X 71'-0" HOLLOW METAL INSULTED DOOR, 1 1/2 PAIR BUTTS. NRP, LOCKSET (ALTERNATE PANIC EXIT PAR), CLOSER, THRESHOLD, WEATHERSTRIP, DRIP CAP, LATCH GUARD (U=0.3i) N2: NEW 3'-0" X 1'-0" HOLLOW METAL INSULTED DOOR, 1 1/2 PAIR BUTTS. NRP, LOCKSET (ALTERNATE PANIC EXIT PAR), CLOSER, THRESHOLD, WEATHERSTRIP, DRIP CAP, LATCH GUARD (U=0.31) N3: NEW 3'-0" X 71'-0" HOLLOW METAL INSULTED DOOR, 1 1/2 PAIR BUTTS. NRP, LOCKSET (ALTERNATE PANIC EXIT PAR), CLOSER, THRESHOLD, WEATHERSTRIP, DRIP CAP, LATCH GUARD (U=0.31) FROPVIDE FIRE DEFT. KNOX BOX N4: NEW V-0" X 1'-0" HOLLOW METAL INSULTED DOOR, 1 1/2 PAIR BUTTS. NRP, LOCKSET (ALTERNATE PANIC EXIT PAR), CLOSER, THRESHOLD, WEATHERSTRIP, DRIP CAP, LATCH GUARD (U=0.3-1) NOTE: 1. NEW HANDLES TO BE LEVER HANDLED 2. LOCKSETS TO HAVE INSIDE KNOB TURN FREELY FOR EGRESS, OUTSIDE KEYED EXI ILLUMINATED EXIT SIGN WITH BUG EYES FOR PATHWAY ILLUMINATION, AND BATTERY BACK UP. PROVIDE OUTSIDE LIGHT WITH BATTERY BACK UP NOTE: 1. PROVIDE METAL STAIR AND GUARDRAIL.HANDRAIL SHOP DRAWINGS FOR APPROVAL. 2. 50ilD RISERS ARE NOT REQUIRED FOR F OCCUPANCIES NOT OPEN TO THE PUBLIC 3. RISER HEIGHT MAX i", STAIR TREAD MIN 11" 4. GUARDRAILS TO BE MIN 42" ABOVE LANDING OR STAIR NOSING, WITH OPENINGS NOT ALLOWING A SPHERE 21" FOR NON PUBLIC SPACES PER SEC 1015.4 EXCEPTION 4 5. HANDRAILS TO BE MIN 34" TO 38" MAX HEIGHT ABOVE NOSING 6. STAIR LANDINGS CAN BE 46" IN STARIGHT RUN STAIRS. "p 3 Current L L Air Compressor 3 L 6 ) (MainEXI z c� N3 N2 Gas Pill- 0001 Meter ® Current Tra forme ® ® NEW DOOR OPENING PRE FAB MET STAIRS AND LANDING PIPE GUARD RAIL AND HANDRAIL% NORTH SCALE: 1/4" = 1'-0" (bacK-up) TH N2 AND N NEW DOOR OPENING CONCRETE STAIRS AND LANDING PIPE GUARD RAIL AND HANDRAIL NEW OFENING SOUT�4 N1 NORTH SCALE. 1/4" = 1'-0" RECEIVED CITY OF TUKWILA APR 1 1 2019 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED .,; MAY 31 2�i9 City of Tukwila BUILDING DIVISION Of �SU/2` 7 S f10/70e ,W G_ z n O tL a o � , (E) PAVING PER ARCH: SECTION A-1.0 SCALE: 3/4"= V-0" #4 @ 18"o.c. I -0" 2� F SECTION B-1.0 SCALE: 3/4"=1 "-0" (E) P.C. PANEL L ATTACH PER SECTION B-1.0 #4 ® 18"o.c. EACH WAY PER -ARCH. OL 2-#4 BETWEEN PILASTERS i I i t B-1.0 L(E) PILASTER EXTERIOR STAIR ENLARGED PLAN SCALE: Y4"=V-0" 4-#6 VERT. #3 TIES n: a, a L&4xY40'-9" w/ 242"6 STAINLESS STEEL BOLTS (EMBED 3%") (AT LOCATIONS INDICATED ON AN THIS SHEET) (E) P.C. PANEL -3" (GALVANIZED) w/STAINLESS STEEL EXP. BOLTS (EMBED 33A") GENERAL NOTES CODE: INTERNATIONAL EXISTING BUILDING CODE, 2015 EDITION BUILDING RISK CATEGORY = II LIVE LOADS: UNIFORM LOADS: LOCATION LIVE LOAD REDUCIBLE SLAB ON GRADE (SEE SLAB ON GRADE NOTES) ROOF 25 PSF (SNOW) NO WIND DESIGN INFORMATION: WIND LOADS ON THE MAIN WIND -FORCE RESISTING SYSTEM (MWFRS) WAS DETERMINED USING THE ENVELOPE PROCEDURE. WIND SPEED (BASED ON TABLE 1609.3.1 OF IBC 2015): V„ I, = 110 MPH V, = 85 MPH EXPOSURE `B" X= 1.0 Ka I.00 SEISMIC DESIGN INFORMATION: SEISMIC FORCE RESISTING SYSTEM IS A BEARING WALL SYSTEM WITH SPECIAL REINFORCED CONCRETE SHEAR WALLS. THE STRUCTURE WAS ANALYZED USING THE EQUIVALENT LATERAL FORCE PROCEDURE. R = 5.0 0, 2.0 Ss = 143.2% SD, = .955 S,=53.4% SDI= .534 Cs = .191 IE = 1.0 SITE SOIL CLASS = E SEISMIC DESIGN CATEGORY = D ANCHORAGE TO CONCRETE: EXPANSION BOLTS INTO CONCRETE SHALL BE HILTI KWIK BOLT TZ AS MANUFACTURED BY HILTI, INC. SPECIAL INSPECTION AND INSTALLATION PER ICC-ES REPORT ESR-1917. ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER. ANCHORAGE SUBSTITUTION REQUESTS REQUIRE ADDITIONAL ENGINEERING SERVICES. NEW ANCHOR INSTALLATIONS SHALL BE INSPECTED ON A PERIODIC BASIS BY A THIRD PARTY, REPORTS PER SPECIAL INSPECTION SECTION OF THE GENERAL NOTES. STRUCTURAL STEEL: SQUARE HSS SECTIONS SHALL CONFORM TO ASTM A500, GRADE C (Fy = 50,000 psi). ALL OTHER STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 (Fy = 36,000 psi) OR ASTM A992 GRADE 50 (Fy = 50,000 psi). APPLY PRIMER COATS PER ARCHITECTURAL SPECIFICATIONS. WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE IN ACCORDANCE WITH AWS DIA AND D1.8 AND BY WABO CERTIFIED WELDERS. USE FRESH E70XX LOW HYDROGEN ELECTRODES. SPECIAL INSPECTIONS: SPECIAL INSPECTIONS PER IBC SECTION 1705. A COPY OF ALL INSPECTION REPORTS AND TEST,RESULTS FOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, SHUTLER CONSULTING ENGINEERS, THE OWNER AND THE ARCHITECT BY THE TESTING AGENCY FOR REVIEW. THE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING AGENCY APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING INSPECTIONS SHALL BE PROVIDED AS A MINIMUM; ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING DEPARTMENT SHALL ALSO BE PERFORMED. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. SPECIAL CONDITIONS: THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION. DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC. MECHANICAL FIRE PROTECTION AND ELECTRICAL SYSTEMS: IT SHALL BE THE GENERAL CONTRACTOR. AND/OR SUB -CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY ENGINEERING AND CONSTRUCTION DOCUMENTS FOR THEIR SCOPE OF WORK. THIS SHALL INCLUDE THE DESIGN OF THEIR SYSTEM AND ANY REVIEW AND MODIFICATIONS OF THE BASIC STRUCTURAL SYSTEM SHOWN ON THESE CONSTRUCTION DOCUMENTS AS WELL AS ANY ADDITIONAL STRUCTURAL SUPPORT REQUIRED BY THEIR SYSTEM. RECEIVED CITY OF TUKWILA ApR 1 112019 PERMIT CENTER VaE'� FOR ._ COMPLIANCE APPROVED h1A� 312M City of Tukwila BUILDING DIVISION jy Iy `�- 4 T U C7 � E2 ° 0 H er Y E=m c°w N m � �U a N mKo E c aEU in W ( gw o>' 6a E I z€o I ° ono Naas 9 �=3 I I m c N �a O Q d R O F a N W w U) W W i Wn E' L co 1" T V W W z W>WQ� >Qzn-z CLU>Uj J W �C � O W Z Q J <� z N H Tnf ~ ~ z v� qJ L.� W z W 0 ENGINEER: AH CHECKED BY: JH DATE: 3-20-19 JOB No.: 10-23.04 SHEET No.: 0 1 OF 6 Q ±321'-O" Q 9 05 80' 6" 20'-0" 1 1 1 1 220'-6" 1 1 40'-6" 40'-0" 40' -0" 40'-0" 40'-0" 40'-0" 40'-0" 40'-6" PANEL, C KU MN 35/p 1-� 0' 0 BEYONDI!T FACE f— -LT-F —R�f —LT-F — — — — — — — - LT-1 ------ ]a_eQ3F-F ------ I 0 PANEL (E)7Y42-, o P.C. PANEL F- --1 L L, L z C). -J 2'-0" DIAMOND -1 -J N 0 ISOLATION JOINT (E)2'-O" CONT. J-- (TYP.) FTG. LFACE OF PANEL F - — — — — — FEXISTING 5- - (E)7Y4"] 0 0 0 CONC, SLAB P.C. PANEL 0 0 (E)0/4!�, I P.C. PANEL (11)2'-O- FF- --1 -1 F-J� -LJ - T' _j Lt Lj�-I L -J 0 co CONT. FTG. 11 (E)DOCK LEVELER /-(TYP.) F F 0 —FACE OF Q STER (E)PILASTER (E), ILAS ER S STAIRS PER (TYP-) (TYP.) > >- - - - - - - Tj�AIRCH. io IST'G EN RGED EX EXIST'G 1[�)ISAWC IT EXIST'G Ld OPItNING OPENING OPNG OPNG OPNG --T 4 L j INTERIOR -F-NELSr TILT A q T II -0 . II L-- - - - I I I I I I L- 01 ENLARGED OP + --4 r 'D c EXISTING 5" CONC. SLAB IF I IANCE - - - - - - - - - .%ppRO\JED I r) 1 'Ile 2019 I F- - - -1-y-j- City of Tukwila ON DIVISION — -- --------4 + L_J L_J L J L J L J L_J L`_YJ L-_j L`_YJ L_J LS LS BUILDING to \EXISTING PAD FTG (E) RECEIVED (TYP OFFICE CITY OF TUKWILA WALL I ApR i 120119 - — — I- I (E) PERMIT CENTER - — - — - ------- OFFICE j---- Al - ---- - B-1 0 FOUNDATION PLAN cmna/ SCALE: 1"=20'-0" 0 NOTES: z' 1) TOPUM OF=. FINISHED FLOOR AT ELEVATION 30.0' IS REFERENCE 1;w?t's C DAT7/?Ce 20'-6" 20'-0" 20'-0" 20 0" 20'-0" 20'-0 20'-0" 20 20 -0 20 -0" 20-0, 20'-0" 20 -0 20'-6"_ 2) CONTRACTOR TO VERIFY ALL DIMENSION AND CONDITIONS IN FIELD AND NOTIFY ENGINEER AND ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. tt 321 0" (FIELD VERIFY) 1 S2 S3 S4 S5 S6 S7 S8 10 11 1O? 13 14 " E 2 ZO g rn U 8 E z 2;1 P @ z 0 w Lu U) w a. 0 w < U) F— 00 uj z NO-0 Lij U) oc) <w 0 � W v 0 0 Lu < (D > (y 29 0 - z :F z < ry ui n w '< U) in >0 � z wl < 2: 0 s - 0 �-z z < <r-_ < U) < 0 < Z 04 c%4 Z Z) af W 0 U) u- (D z cf) x uj ENGINEER: AH CHECKED BY: JH DATE: 3-20-19 JOB No.: 10-23.04 SHEET No.: Z5 . u 2 OF PER PLAN 1 1 1� 10'-6" 20'-6" 20'-0" 20'-0" 20'-0" 20'-0 1 \ OPENING i i \ i \ i \ i \ \ 2> 3> 4> �5> �6> �> �8> �g> �10> �11> PARTIAL EXISTING P.C. WALL ELEVATION AT GRID JO (PANELS VIEWED FROM INSIDE EXISTING BUILDING) 20'-0" 20'-0" 20'-6" (12 ) (/13> ('14\> ;15;' ;1 6 j PARTIAL EXISTING P.C. WALL ELEVATION AT GRID JO (PANELS VIEWED FROM INSIDE EXISTING BUILDING) 24'-0" 24'-0" 24'-0" 23'-0" _ 23'-0" _ 23'-0"_ 1 3 -0 24'-6" 22'-1 1 " (;21 j ;22j (;2, ;24j PARTIAL EXISTING P.C. WALL ELEVATION AT GRID 17 (PANELS VIEWED FROM INSIDE EXISTING BUILDING) 24'-6" 24'-0" 24'-0" 22"-1 1)2" i � 23 -0" 23 -0 � 23'-0" ;17j (18j (19j (,20;) PARTIAL EXISTING P.C. WALL INSIDE ELEVATION AT GRID (PANELS 17 16 20'-6" 20'-0" 19'-6" � I � 19'-0" 20'-0" T 20'-0" 20'-0" 3'-0" EXISTII PANEL 15'-1 1)/463/4' (N)3'-0" OPENING ,2 5;> (2 6;> (2 7;> ;2 8 j (2 9;> PARTIAL EXISTING P.C. WALL ELEVATION AT GRID QA (PANELS VIEWED FROM INSIDE EXISTING BUILDING) (ISTING �NEL 21 CI TYECEIVED OF TUKWILA APR 1 1 2019 F E.f1. CENTER =V`a�D i=O2 ,OWLiANCE 312-'s9 of Tukwila NG DIVISION S Or W k1 (Wil �o� E2. U Nov E� co as oT' o o=v 0 ivWa z°o�m w<� N o<a O a U W W to h cc Lu W d m a 4 w 00 w z� Ur W U) 00 W Z W } Q O w >Oz°-Z 0�_ z = 0 nW G 5) r) > LLI <CJ W �%/�z v! Q N'S W <Z NY z LLJ ~ '~ � V^^ J Z_ F— fn X W ENGINEER: AH CHECKED BY: JH DATE: 3-20-19 JOB No.: 10-23.04 SHEET No.: sfo a 3 OF 6 r'1 Q 3 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" T 20'-0" 20'-0" 20'-0" 20'-6" ,°1 ; PER � PLAN{ -- I i I 1 I i I I I I I I I i I I 1 I I I I 19'-0" 19'-0" 19'-0" 19'-01, T i 19'-0" 19'-0" 19'-0" 19'-0" 18'-10Y2" PER PLAN I t I I I 1 I I I i I I I I 1 I i I I I I I i I I t I I I I I 1 I I I I I I I I I EXISTING PANEL 29 I 1 I I I I I l I I I I 1 i t I I I I I t I I t I I I I I I I i I i I I I i I i 1 1 I I I I i I I I I I t I I I I I I I I I I I I I I I I I I t I i I I I t I t I 1 I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i i I i I I I i I i I I I I I I I I I I I I I I I I I I i I I i I 4'_6^ (E)10'-0" 4 _g" I I I I I I I I f I t I I I t 1 t i I I I I I I I I I I I I I I I I I t I I I I I 4'_g^ (E)10'-0" 4'-6" I I I I I I I i i I i I i I 1 I t I i I I i I I I I I I I I I 1 I I 3' 1" (E)10'-0" 3'_6° )10*- n I I I I I I i I I I I I I I I I I i i i I I t i I I I I I I I I I I I I I I 1 I I t I I I I I I I I I I I I I I I I t I t I I t I I I I i I I I I I I I I I 1 I I l I 1'-6" I I I I I I I I I I I 1 I I I I I I I I I I I I t I I i I I I I I I 1 I I I I I (E)T tT5/a„ I i I I I I I I I I 1 I I I I I I I I I I I I I I I t I I i f I I I I I I I I PER PLAN PER PI 24'-6" 27-1 oY" (32j ;33j ;34j ;35j ;36j PARTIAL EXISTING P.C. WALL ELEVATION (PANELS VIEWED FROM INSIDE EXISTING BUILDING) 37,> ,3 8,> <,3 g,> < > 0 24 -0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-6" i 23'-0" I 23 -0" � i � 23'-0'r i � 23'-0" I � 23'-0° I I 23 -0 � (�22 -t 0Y2 3PER PLANI,I 3 4 5 2 i ° " I I I II II I I I I I j I I I i i I I I I I 1 I I I i I I I j j I I I I I I I I I I I I I I I I i I i i I I 1 17'-10Y2" 19'-0" 6'-4Y2" (E)4'-O" 7'-6" 7'-6" (E)4'-O7'-6" 7'-6E)4'-O"7'-6"'" OPNG. OPNG. OPNG. 3x NAILER 3xNAILER 3x NAILER !IF 3x NAILER (N)SAWCUT OPENING (NO REINF. REQUIRED) 14'-9Y2" �(E)3- OPENING I I I 3'-1Y2" 12'-9Y2„ (E)3•-1" OPENING 49 > ,,> 51,> PARTIAL EXISTING P.C. WALL ELEVATION AT GRID C1 (PANELS VIEWED FROM INSIDE EXISTING BUILDING) MAL EXISTING P.C. WALL ELEVATION AT GRID 1T (PANELS VIEWED FROM INSIDE EXISTING BUILDING) 3x NAILER 3x NAILER PER PLAN PER PLAN ll (E)CONC. BEAM I i I I I I I I I (N)HSS4x4xs/6 1 STRONGBACK� 12'-1" ( (N)11'-O" �_ 8'-9Y2' ' (E)7 -0 8'-9Y2" ENLARGED 1'-6" OPENING OPENING ;5 3,> ;5 4;> 1-1 11 PARTIAL EXISTING P.C. WALL ELEVATION AT GRID (PANELS VIEWED FROM INSIDE EXISTING BUILDING) 2'-4Yz' I I I i I 1 I i i I i I i I /\ ( I I I i 10'-6" 6'-6" NAILER (E)2'-O" 3x OPENING E)HSS4x4x/6 STRONGBACK (TYP.) FUTURE SAWCUT OPNG. (N)SAWCUT OPENING (NO REINF. REQUIRED) 10'- �ar .for 1�HC consnitm. Dare 'IT RECEIVED TUKWILA APR 112019 'ERfulrt CENTER I I I l I I i I I I II iI ; f i I ?1 i i t I I f 1 I _. I 20'-0" 20'-0" 20'-6" 19'-0" 1917'-10)/2 2'-tY2" 7'-6" (E)4'-O" 7'-6" 11'-10Y" 4'-0" 3x NAILER OPNG. 3x NAILER (E)2'-O' 1 OPENING x NAILERPR Aq (N)ENLARGED OPENING (NO (N)2'-0Cj{y Of Tt REINF. REQD) OPENING SSTRONGBACC(NO REINF. BUILDIN I REQUIRED) 6'-6" 1 f (E)14-' -.3 14'-(E7}Y1z" -4-2'-4Y2" OPNGYz E)14'-32'-4Y2 2'-4Y2 OPENING E2'-0" OPENING 'I-N3G OPENING <;'5 6\ /,5 7;>j PARTIAL EXISTING P " .0 WALL ELEVATION AT RID (PANELS VIEWED FROM INSIDE EXISTING BUILDING) . g 3-6 " 1 11 ' -1 OY2" < n 'OPNG.' 91-111' (N)7'-1 1y 2'-4Y2 ENLARGED N 2'-O" OPENING OPENING (NO REINF. \58,) REQUIRED) '- k � 14'-9Y2" �(E)3- OPENING I I I 3'-1Y2" 12'-9Y2„ (E)3•-1" OPENING 49 > ,,> 51,> PARTIAL EXISTING P.C. WALL ELEVATION AT GRID C1 (PANELS VIEWED FROM INSIDE EXISTING BUILDING) MAL EXISTING P.C. WALL ELEVATION AT GRID 1T (PANELS VIEWED FROM INSIDE EXISTING BUILDING) 3x NAILER 3x NAILER PER PLAN PER PLAN ll (E)CONC. BEAM I i I I I I I I I (N)HSS4x4xs/6 1 STRONGBACK� 12'-1" ( (N)11'-O" �_ 8'-9Y2' ' (E)7 -0 8'-9Y2" ENLARGED 1'-6" OPENING OPENING ;5 3,> ;5 4;> 1-1 11 PARTIAL EXISTING P.C. WALL ELEVATION AT GRID (PANELS VIEWED FROM INSIDE EXISTING BUILDING) 2'-4Yz' I I I i I 1 I i i I i I i I /\ ( I I I i 10'-6" 6'-6" NAILER (E)2'-O" 3x OPENING E)HSS4x4x/6 STRONGBACK (TYP.) FUTURE SAWCUT OPNG. (N)SAWCUT OPENING (NO REINF. REQUIRED) 10'- �ar .for 1�HC consnitm. Dare 'IT RECEIVED TUKWILA APR 112019 'ERfulrt CENTER I I I l I I i I I I II iI ; f i I ?1 i i t I I f 1 I _. I 20'-0" 20'-0" 20'-6" 19'-0" 1917'-10)/2 2'-tY2" 7'-6" (E)4'-O" 7'-6" 11'-10Y" 4'-0" 3x NAILER OPNG. 3x NAILER (E)2'-O' 1 OPENING x NAILERPR Aq (N)ENLARGED OPENING (NO (N)2'-0Cj{y Of Tt REINF. REQD) OPENING SSTRONGBACC(NO REINF. BUILDIN I REQUIRED) 6'-6" 1 f (E)14-' -.3 14'-(E7}Y1z" -4-2'-4Y2" OPNGYz E)14'-32'-4Y2 2'-4Y2 OPENING E2'-0" OPENING 'I-N3G OPENING <;'5 6\ /,5 7;>j PARTIAL EXISTING P " .0 WALL ELEVATION AT RID (PANELS VIEWED FROM INSIDE EXISTING BUILDING) . g 3-6 " 1 11 ' -1 OY2" < n 'OPNG.' 91-111' (N)7'-1 1y 2'-4Y2 ENLARGED N 2'-O" OPENING OPENING (NO REINF. \58,) REQUIRED) '- k � �ar .for 1�HC consnitm. Dare 'IT RECEIVED TUKWILA APR 112019 'ERfulrt CENTER I I I l I I i I I I II iI ; f i I ?1 i i t I I f 1 I _. I 20'-0" 20'-0" 20'-6" 19'-0" 1917'-10)/2 2'-tY2" 7'-6" (E)4'-O" 7'-6" 11'-10Y" 4'-0" 3x NAILER OPNG. 3x NAILER (E)2'-O' 1 OPENING x NAILERPR Aq (N)ENLARGED OPENING (NO (N)2'-0Cj{y Of Tt REINF. REQD) OPENING SSTRONGBACC(NO REINF. BUILDIN I REQUIRED) 6'-6" 1 f (E)14-' -.3 14'-(E7}Y1z" -4-2'-4Y2" OPNGYz E)14'-32'-4Y2 2'-4Y2 OPENING E2'-0" OPENING 'I-N3G OPENING <;'5 6\ /,5 7;>j PARTIAL EXISTING P " .0 WALL ELEVATION AT RID (PANELS VIEWED FROM INSIDE EXISTING BUILDING) . g 3-6 " 1 11 ' -1 OY2" < n 'OPNG.' 91-111' (N)7'-1 1y 2'-4Y2 ENLARGED N 2'-O" OPENING OPENING (NO REINF. \58,) REQUIRED) '- k � pVUpN 26'-0" 13'-0" 13'-0" 13'-0" 12'-6" PER PLAN 1J- PER PLAN I I I I I I I i I I I I I I I I i I i I I I I t I I I I I I I I I I I I I I I i I I I I I I I I I t I I 1 1 i i i I I I I I 1 1 t t t I I I I i I I I I I I I I I t I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1'-1' (E) „ 3'-10 nanlr. 8'-1'3'-10" .... (E) nPnlr 3'-3" (E) „ n(E)_'- 3'-10 4'-7' (E) 3'-10" n(E) . „ 4'-7 �S-8%J 5„ (E)T-8/a 3'-1" 5„7(E)(E)(E) (E)T-8/s 3'-8/e" 4'-7" 3'-10" 4'-7" 3'-10" j(E)5'-6] 3'-10° 3'-3" (E) 3'-10" (E) 3'-10" 7'-7" IR1� OPENING OPENING OPNG. .. .., OPNG. OPNG. OPNG. OPNG. OPNG. 7Yz„ PILA TO BE VERIFIED €P� EXISTIN( BUILDIN, f� EXISTING PANEL M -wz— —1 -wz 5g\ 60\ 61\ 62\ 63\ /64\ 65\ ( OFFICE AREA WALL ELEVATIONS (PANELS VIEWED FROM INSIDE EXISTING BUILDING) (\b 6/> % (\ / U/> / I PARTIAL EXISTING P.C. WALL ELEVATION AT GRID 1D (PANELS VIEWED FROM INSIDE EXISTING BUILDING) \7 6) <;77;> PARTIAL EXISTING P.C. WALL ELEVATION AT GRID �5 (PANELS VIEWED FROM INSIDE EXISTING BUILDING) r- 28'-5Y" 1'-0lz"_l �-V-V' ;6 6) \6 7) (6 8) (6 9) </\7 0) RETAINING WALL ELEVATIONS (PANELS VIEWED FROM INSIDE EXISTING BUILDING) TYP. PARTIAL EXISTING P.C. WALL ELEVATION 36' NORTH OF GRID Q (PANELS VIEWED FROM INSIDE EXISTING BUILDING) Q Q Z0'-4" 2x TOP PLATE (E)15'-O" OPENING --4 /4" <PER PLAN>� �EXISTING PANEL 76 BEYOND 0'-0" 1 (PER PLAN),, 0U> C5 I; (\0Z) �J> EXISTING SKEWED PARTIAL EXISTING P.C. WALL ELEVATIONS AT GRID P.C. WALL ELEVATION (PANELS VIEWED FROM INSIDE EXISTING BUILDING) (PANEL VIEWED FROM INSIDE EXISTING BUILDING) IN © L RECEIVED CITY OF TUKWILA APR 1 1 2019 'ERMIT CENTER Q F `�cra yyy E W y U W m q 0 E UO a a� E Qi O o O O�Q O ace Zloll N = � �a>u€ 00 a E en 0 w I- w a rn u5 v w 00 Ll.l z o0 �W co wz W \eo W > Off- > �Z°-z Z W CL u w = m J>�jQ _O I- 2 ., z Q d W �^ VJ Q N > W z CN Y z W `' ~ a I— Z U) x w ENGINEER: AH CHECKED BY: JH DATE: 3-20-19 JOB No.: 10-23.04 SHEET No.: s 5 OF 6 1PE <vV �D/ <,b (7,) PARTIAL EXISTING P.C. WALL ELEVATIONS AT GRID 0 (PANELS VIEWED FROM INSIDE EXISTING BUILDING) 8 4- Of 6�/4'- 24'-5" 24'-11Y2" 24'-11Y2" Y2"JT, 24'-11Y2" 24'-11Y2" 24'-3314" 8" TYP. x A� 01-01, ,=X x x x x EXISTING PANEL 89 1'-w (E)9'-O" nnrnunn 3'_6" (E)9'-0. 10 11 , (E)9'-0" nocnun�r_ 9'-2" (E)9'-O" nPFNINr 3'_6" (E)9'-O" nRFNWr (E)9'-O" nPFNINr 3'_6" (E)9'-O" nPFNINr I I (E)9'_O^ nPFNING 3'_6" 9'-0" (E)9'-O" nPFNINr 9'-2" n O' 1-1 1�-83�4" 1-874 9 �> OPENING 1-$3�4 < 9 2> t -83�4 9 3> 1-$I4 < 9 4�) �:J J, \` J, ,` Ji %` J, PARTIAL EXISTING P.C. WALL ELEVATIONS AT GRID 17 (PANELS VIEWED FROM INSIDE EXISTING BUILDING) 1 3 5 7 9 11 13 15 17 79 80 81 82 S3 84 85 86 87 88 89 M O 90 77 9i 72 73 74 75 76 92 71 2010 ADDITION 70 93 69 94 y 47 ig -fl 46 58 57 56 55 19 �/F�b, V 45 ORIGINAL 20 54 1967 59 60 67 62}- E 44 BUILDING 21 53 OD 43 22 63 42 49 50 51 52 23 67 65 66 64 41 24 A 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 1 2 3 4 5 6 7 8 9 60 11 12 13 14 15 16 17 <PER PLAN?+ EXISTING BUILDING OPENING _k P.C. PANEL PLACEMENT KEY SCALE: 1 "=50' ial CO Mpli�L 11Y S(- O Cortsultar,nce ts ®ate RECEIVED CITY OF TUKWILA APR 1 1 2019 PERMIT CENTER PANEL & OPENING CLARIFICATION PANELS DESCRIPTION ORIGINAL BUILDING (1967) SHELL PANELS. 1-48 ALL OPENINGS MARKED EXISTING (E) WERE PART OF THE ORIGINAL DESIGN OR INCLUDED IN THE 2010 ADDITION. ALL OPENINGS MARKED NEW (N) HAVE BEEN CUT SINCE THEN AND STRONGBACKS ADDED WHERE NEEDED. ORIGINAL (1967) INTERIOR PANELS. 49-58 ALL OPENINGS MARKED EXISTING (E) WERE PART OF THE ORIGINAL DESIGN. ALL OPENINGS MARKED NEW (N) HAVE BEEN CUT SINCE THEN OR ARE PROPOSED TO BE CUT. IT IS OUR UNDERSTANDING THAT ALL OPENINGS ARE EXISTING & UNMODIFIED. 59-67 ADDITIONAL PANELS IN 2010. 68-95 ALL OPENINGS ARE EXISTING WITH NONE ADDED SINCE CONSTRUCTION. fi ffiJAW T +JE rrrrrr'''"' b 1 or U iq N IN H o dz U W o a •y, T o E o y o c -s o "PRE O rr 0 w co F- i it a rn in w R (— W 00 W �00 Y ��nn� V W Z rr W Yp CL W>W¢� , >0(°-_z Z WM c=i W O W "' 'S p <F Z<C dJ J w W tV' , 04 Z CL..6� CD Z ukwila (VISION C5 X w ENGINEER: AH CHECKED BY: JH DATE: 3-20-19 JOB No.: 10-23.04 SHEET No.: 4 ■ 6 OF 6