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HomeMy WebLinkAboutPermit D18-0331 - BOEING #9-08 - TENANT IMPROVEMENTBOEING #9-08 9725 E MARGINAL WAY S BLDG 9-008 D18-0331 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 5624201032 Permit Number: D18-0331 9725 E MARGINAL WAY S BLDG 9-008 Issue Date: Permit Expires On: Project Name: BOEING #9-08 11/1/2018 4/30/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-59 PROPERTY TAX DEPT, SEATTLE, WA, 98124 MARTIN PROBST PO BOX 3707; M/C: 46-208 , SEATTLE, WA, 98124 BOEING COMPANY, THE 100 N RIVERSIDE, M/C 5003-4027 , CHICAGO, IL, 60606-1596 BOEINC*294ML THE BOEING COMPANY P.0 BOX 3707; M/C 46-208 , SEATTLE, WA, 98124 Phone: (206) 852-4985 Phone: (312) 544-2535 Expiration Date: 1/18/2019 DESCRIPTION OF WORK: TENANT IMPROVEMENT: REMOVAL OF NON-STRUCTURAL WALLS, DOORS, SUSPENDED ACOUSTICAL CEILING AND FLOOR FINISHES. REPLACE WITH (13) NEW ROOM WITH FULL HEIGHT WALLS, DOORS, CARPET FLOOR FINISH AND SUSPENDED ACOUSTICAL CEILING LOCATED ON THE 2ND FLOOR. Project Valuation: $400,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIA Electrical Service Provided by: TUKWILA Fees Collected: $7,260.79 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No '�% Permit Center Authorized Signature: �� ''/%/( Date: ((/ I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: i(/// 4-2P.1/1' This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the: approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 8: Special inspection for sprayed fire-resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire -resistance design as designated in the approved construction documents. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 14: 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. 15: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 18: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 16: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 17: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 19: Maintain fire extinguisher coverage throughout. 20: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 21: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: 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 to operate. (IFC 1010.1.9.1) 24: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1013.6.1) 25: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1013.6.3) 26: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 30: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 28: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 27: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436).. 32: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 31: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 34: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 35: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 29: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 36: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0502 LATH/GYPSUM BOARD 0603 ROOF/CEILING INSUL 0406 SUSPENDED CEILING CITY OF TUK'P LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. INfl ^ o 33 Project No. Date Application Accepted: Date Application Expires: t 3- t (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 9-08 Closed Rooms Site Address: 9725 East Marginal Way South Tenant Name: The Boeing Company PROPERTY OWNER Name: Martin Probst - The Boeing Company Name: The Boeing Company City: Seattle State: WA Zip: 98124 Address: PO Box 3707, M/C 46-208 Email: martin.r.probst@boeing.com City: Seattle State: WA Zip: 98124 CONTACT PERSON — person receiving all project communication Name: Martin Probst - The Boeing Company Address: PO Box 3707, M/C 46-208 City: Seattle State: WA Zip: 98124 Phone: (206) 852-4985 Fax: (253) 657-4659 Email: martin.r.probst@boeing.com GENERAL CONTRACTOR INFORMATION Company Name: Washington Patriot Construction LLC Address: 10421 Burnham Dr NW, Suite 5A Cit': Gig Harbor State: WA Zip: 98332 Phone: (253) 853-2304 Fax: (253) 657-4659 Contr Reg No.: WASHIPC906BJ Exp Date: 01/11/2020 Tukwila .Business License No.: H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docs Revised: August 2011 bh King Co Assessor's Tax No.: 562420-1032 Suite Number: 09-008 Floor: 2 New Tenant: ❑ Yes 0 ..No ARCHITECT OF RECORD Name: The Boeing Company Company Name: Sitts & Hill Company Name: Engineer Name: Wes Jones Architect Name: City: Tacoma State: WA Address: Phone: (253) 474-9449 Fax: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: The Boeing Company Company Name: Sitts & Hill City: Seattle State: WA zip: 98124 Engineer Name: Wes Jones Address: 4815 CENTER STREET City: Tacoma State: WA Zip: 98409 Phone: (253) 474-9449 Fax: Email: wesj@sittshill.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: The Boeing Company Address: PO Box 3707; M/C 46-208 City: Seattle State: WA zip: 98124 Page 1 of 4 BUILDING PERMIT INFORMATI.,.,, — 206-431-3670 Valuation of Project (contractor's bid price): $ 400,000 Existing Building Valuation: $ 25,715,500 Describe the scope of work (please provide detailed information): Tenant Improvement: removal of non-structural walls, doors, suspended acoustical ceiling and floor finishes. Replace with (13) new rooms with full height walls, doors, carpet floor finish and suspended acoustical ceiling located on the 2nd floor. Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: g Sprinklers VI Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ApplicationsWorms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 50,012 0 0 0 II - A B 2nd Floor 50,207 6,160 0 0 II - A B 3`d Floor 50,207 0 0 0 II - A B Floors 4 thru 5 100,414 0 0 0 II - A B Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: g Sprinklers VI Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ApplicationsWorms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INF'+!cMATION — 206-433-0179 Scope of Work (please provide detailed information): Tenant Improvement: removal of non-structural walls, doors, suspended acoustical ceiling and floor finishes. Replace with (13) new rooms with full height walls, doors, carpet floor finish and suspended acoustical ceiling located on the 2nd floor. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0 ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District 0 ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑...Valley View 0 .. Renton 0... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 ...Total Cut 0 ...Total Fill cubic yards cubic yards 0 ...Sanitary Side Sewer 0 ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑• ❑. ❑• 0 .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑ ... Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line 0 ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. 0 ...Water Only Meter Size 0 ...Sewer Main Extension Public 0 0 ...Water Main Extension Public 0 ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding WO # WO # WO # ❑...Deduct Water Meter Size Private 0 Private ❑ FINANCE INFORMATION Fire Line Size at Property Line 0 ...Water 0 ...Sewer Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) 0 ...Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES -" Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHO Zz1 AGENT: /tom r° Signature: Date: 10/17/2018 Print Name: Martin Probst - The Boeing Company Day Telephone: (206) 852-4985 Mailing Address: PO Box 3707; M/C 46-208 H:Wpplications\Forms-Applications On Line \2011 Applications\Pemat Application Revised - 8-9-11.docx Revised: August 2011 bh Seattle WA 98124 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT PermitTRAK I QUANTITY I PAID $7,260.79 D18-0331 Address: 9725 E MARGINAL WAY S BLDG 9-008 Apn: 5624201032 $7,260.79 Credit Card Fee $211.48 Credit Card Fee R000.369.908.00.00 0.00 $211.48 DEVELOPMENT $6,842.17 PERMIT FEE R000.322.100.00.00 0.00 $4,142.83 PLAN CHECK FEE R000.345.830.00.00 0.00 $2,692.84 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 TECHNOLOGY FEE $207.14 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15654 R000.322.900.04.00 0.00 $207.14 $7,260.79 Date Paid: Thursday, October 18, 2018 Paid By: MARTIN PROBST Pay Method: CREDIT CARD 023290 Printed: Thursday, October 18, 2018 10:49 AM 1 of 1 SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 10/18/2018 10:48:39 AM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********9321 K TRAN AMOUNT: $7,260.79 APPROVAL CD: 023290 RECORD #: 000 CLERK ID: Bill X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Page 1 of 2 https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTr... 10/18/2018 INSPECTION NO. INSPECTION RECORD Retain a copy with permit DE -c3; PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-36 Permit Inspection Request Line (206) 438-9350 Prcl l 5625.' l T of retly.: ro Jett Address: 97 . i ��) l ` it Date Called: Special Instructions: g /;400AI M O . Date m oWanted: Q ' Z. 7015 p.m. ter;,Phone honPNo: 453 -3y9. -/F6-4 Approved per applicable codes. Corrections required prior to approval. OMMENTS: Inspector: Date: gi _.2 r20 REINSPECTION FEE REQUIRED. Prior to next inspection. fee mus f be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 DM -D • ct: 4r9,Typielif prior to approval. Ins cti ...00 U. i Lci t Ay r/A111, COMMENTS: • • . rress: EJ �i25t MO/ ('dl' Date Called: Date Wanted: 7-3 I - L a.m. p.m. Special Instructions: Requester: ( t / c, o rX) Phone No: j pApproved per applicable codes. Corrections required prior to approval. COMMENTS: 11 u,s•d C ex L N to Lcirki P — gQ9,Y1 (A I L`tkvici Ae Erii-sii., m __ //v aLL l j C _(.c.v'✓etoi-- i WI S pat, S{('l..,G' i �(A ! M'/ Sp Inspector: rico - V Date: 7/3 z `Q REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Sou center Blvd., S 'te 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 D1? -0331 (206) 431-3670 p . • - ct:` Ty ns pest' n 1)—.1_ dress: , C U Sp cial Instructions: j (� Jill C� .01 ILI " Da anted: ,� — )9 r Zl p.m. Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. C$L;1L i1'�% �'%)1 i'✓I Alla 71d ,lbD COMMENTS:zAs3wat. — 01-00, LU-W(.11a fx,`F 6 S ayJ dwrs Rcxr7 ov1/4.d iicAvn 4ey Inspector: 10(c _Si '00 19-wil apVA- Date: 7-z t zo! / REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 1 k8 o531 Project: / M04 Type of Inspection: )im4‘ Ad(ddrreess: �llKi �ill�a4 Date Called: • ons: Special Instructs ns: ate Wanted: 1 & 11 Requester:mrn.1;141..., L. Phone No: ZS3 a! WW1 Approved per applicable codes. 0 Corrections required prior to approval. OMMENTS. Scs *- KG( SLeS 4,/d A.) ofi D 1e.grior (pl ---OrmrcJcoi p-eezi2 aec (AV" 1,0;(L k p(l)Y S ore_ Inspector Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INS ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Dig -o33/ 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 P 'ect: (-- Ls: --2._, Type o�ction: A dree��ss PZ6 �4 �I11,IIl �/L ,'/��" Date Called: pedal Instructions: Date Wanted: y`r- zoit a.m. a.m. p.m. Requester: Phone No: Approved per plicable codes. LJ Corrections required prior to approval. tnspectorCo (-- Ls: --2._, Date: p it REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. EIINSPECTION RECORD Retain a copywith permit '.' ION NO. Ifi bis 033) PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 940 Type of Inspection: ei4/0U,.CA— Address: , / Date Called: Sp tial Instructions: 9 "V Date Wanted:.` *15^ /4/ a.m. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: oha-P ei1 u(ho/(? tnspector��� Q7 CLe Date: 240/,' C REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter RIvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 b'6 033/ Project: WE'I require • . ' • • ,_ • oval. 'f d ,` , .� Type of Inspection: •rte COMMENTS:' —aeouPr'ci44 Address: 971-‹* t In �' l 4 ItA iAJ Date Called: oS j7/1 Special Instructions: q- ate Wanted:. ,�_ /p ' I p.m. Requester: ,Kr i 1471914 p tg--- Phone No: *C‘il ve.044,WrO .2i A- ite ,2( 4 i 14 - Approved per applicable codes. a Corrections require • . ' • • ,_ • oval. 'f d ,` , .� COMMENTS:' —aeouPr'ci44 r�- *--( .2!/9-I ---I. j7/1 IB f c. -a13 ?� 1 4f . tirt*, ..1_ —jv I ve.t.,,,t, ,Kr i 1471914 p tg--- *C‘il ve.044,WrO .2i A- ite ,2( 4 i 14 - Inspector: CfLe 1 Date: 3 - 2.7 t, REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 3) INSP CTION NO. INSPECTION RECORD Retain a copy with permit b12-033) PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro ect: k OC—‘ # 7 - off Type of Insp tion: t&4 -rt y p -s (^►'K Mildress:___ Date Call Y Special Instructions: �% Date ntea.m. 3/1.3/ 2-0! p.m. R uermsp n . e.�r7 v k/ % iib 2d' ,I Phone No: z —419Li- 75cc pproved per applicable codes. Corrections required prior to approval. COMMENTS: 0411Ai2e,tsa Prrrf� �s 14ppr4vti61 %ea wvotee 94 -a -S 1<ooms aol iA-1 i) Zz11-17� Zf 6)y kt, Inspector: cke Date: 3- 13. zoiq REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit !g-O33f PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P ect: g Type of Inspection: ddress: 3 mss(- -AtAki.ttvt.iS r rr-> Date Called: LI 0 4-e-- . d l -- Special Instruc ions: t t (J I tremIt Date Wanted: 3 - l.3" 20/5 a.m! p.m. Requester: 3Q (52_,;like Ti/r...., i• /*Alin ArCe Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: .f..\-,c444.1, ip .� 3 mss(- -AtAki.ttvt.iS r rr-> c.)a p 0 4-e-- . d l -- zot- oic -3 PvDe'1 17 I 3Q (52_,;like Ti/r...., i• /*Alin ArCe 6.-- Inspector: Date: 2 3/z4v REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 7c c'acci INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t16`033) 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: ` / ' Type of Inspection: Fvetyvlip ,0 Address:Boei y� P ___>/ / Date Called: (� he! -wee& vi Special Instructions: O 0 It/ _/' L -/vie Date Wanted: ft *0 C., L-- 1 0 itj_ -t/ a.m. p.m. Reques k/ ( `. Phone No: nApproved per applicable codes. Corrections required prior to approval. COMMENTS: * q _ N. 10 Jt * 2 Floor F I A v� r f ,0 P ___>/ sii-- F've,,,,,,,,iv /1‹.�4 rag,,,ifi he! -wee& vi Lne S ; 5 0 It/ _/' L -/vie 41 ft *0 C., L-- 1 0 itj_ -t/ e_ )z ‘ ��v C,4Jt L (ir-sid, J y Inspector: LOS2 Date 245. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION DIX-033/ 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: 7N6 - Type of Inspection: M11/4/ XIG— Address: 972&-* . /4104m4-1- w..1 Date Called: Special Instructions: /'FC Date Wanted: -22.-/9 a.m. p.m. Requester: Phone No: ❑ Approved per applicable codes. Morrections required prior to approval. COMMENTS: 44 2ccrcSs. /U6 TXT-# 7 -PO /NSpe i/o// Inspector: Date: X22-/% REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. Professional Engineers & Planners CIVIL, STRUCTURAL AND SURVEYING 1*- r'?',""711,1:tir, o33i ( is 4 UKW L.r OCT 18 2018 Building 9-08.2 Tenant Improvement 9725 East Marginal Way South Tukwila, WA 98108 Z;LAnor.Lcv#iv® CALCULATIONS PREPARED FOR THE BOEING COMPANY POST OFFICE BOX 3707, M/C 5E -4H SEATTLE, WA 98124 PREPARED BY Sitts & Hill Engineers, Inc. 4815 Center Street Tacoma, WA 98409 October 16, 2018 S & H Job Number: 18,035 Mal SITTS & HILL ENGINEERS, INC. DESIGNED BRL DATE 8/8/2018 JOB 18,035 r.r TACOMA, WASHINGTON (253) 474-9449 CHECKED LGL DATE 8/8/2018 PROJECT Building 9-08.2 Tenant Improvement PAGE 1 111 •r CALCULATION INDEX BASIS 2 SEISMIC ANALYSIS 3 - 4 r RAISED FLOOR SYSTEM ANCHORAGE 5 - 22 INTERIOR PARTITION WALLS 23 - 24 bni 1 1 L 1 red la ▪ SITTS & HILL ENGINEERS, INC. DESIGNED BRL DATE 8/8/2018 JOB 18,035 ▪ TACOMA, WASHINGTON (253) 474-9449 CHECKED LGL DATE 8/8/2018 PROJECT Building 9-08.2 Tenant Improvement PAGE 2 11 ▪ BASIS FOR DESIGN 111 BUILDING CODE: 2015 Edition of the International Building Code with State of Washington and City of Tukwila boo amendments shall be used and supplemented with ASCE 7-10. • RISK CATEGORY: 11. A Yr V bar MI f GRAVITY LOADS: Floor Live Load = 100 psf (reducible). Partition Load = 8 psf (for seismic only). LATERAL LOAD CRITERIA: CONCRETE: Wind Speed = Interior Structure. Seismic Site Class: D. Seismic Design Category: D. Minimum compressive strength of concrete shall be 3,000 psi. u zusGsDesign Maps Summary Report User -Specified Input Report Title 9-08.1 Tenant Improvements 1111 Wed August 8, 2018 17:55:59 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.51745°N, 122.30236°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output Ss = 1.517 g Si = 0.575 g SMS = 1.517 g SM1 = 0.862 g SDS = 1.011 g SD, = 0.575 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and V deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.7° 1.44 1.212 1.1.3 0.5(5 037 0.64 0,48 032 000 NICER Response Spectrum 90 0.37 0,43 0.60 030 LO) 1.2) .140 100 1243 Period, T (sec) 2.00 1.10 0.54 0.W 0.77 rU4G .7.33 .7.I4 1333 0.22 0.11 Design Response Spectrum 0_33 0.47 Dat) 037 1.93 1.33 1.10 10) 137 Period, T ori 3.00 1 SITTS Et HILL ENGINEERS, INC. TACOMA, WASHINGTON (253) 474-9449 DESIGNED 11--i2L DATE 18,035 CHECKED PROJEC1G.-o75 .1 VY )1J0 -)' Qr`ST- DATE SHEET OF + ; X17 , ` i "�L' � ' ado i �i .:1 7 S CJ _ ''.v GJ 1 . t I I 1 i I.. � � 11. j ! 1 r � I ,; i t +. } i , i I t •F_ I I i 1 1 '.'.. ..... --1- . -4-A-1,-7-1 ; II =1C)' �t i 1 a t 1 i �r N)' hv� y -Li? __ - - 4- a _.. _ �- (G I -1-� + - ._ i-- l�Jyou 1 -'— C-' ��-1—r t -t -r --t--I- --T--- +�•v11—_A_C —1 . iT -_-.r t--- r 1 -i- -I-- .i�i C,,, '- 191\+V.. [. ' - 1_. _ . -i- i- ii---- I . I__ a FT +- rV �, ,---i. , 16171.. I.+1,Ca_rt 1'_i__ — _. ��. i.I 1 10 + 4 1 .. _ i - 1. II _ +I�gt >_x,11tT II 14. � I 1 t - i r 1 1 ,17\ 1I i�..Y -' ._.i - G 713,�j 1- ._ - T fir. ? — :1 � -, + :-41. \ 4.)-l.J 4." _ _... .._. Th :� �Jy N v Cj _% AO tel., 1 - } , T . - i. r . 1 i ... •,_-_, 1 m _ � _ _ ... _ --4 - l I/N(N.01 II � _. -- +- { t i ,sZ.L ! t,, - , .1Th 1. ._ _ ftillir �. �4 _,_ _. ; --1 GJ) . ._.. r H • -ti t 1 .� 1 `^x':� r i Q i� 1__ i 4- - 1-- _. _..._ + 1 i { + t_ ! f , ... t. I , _ , -. I: i i _ i_ I .. t .. - - • _ �- a • + i i i i _ .- 1 i i .. -- J. • - .I 1-.._1 - -- - 1. -i- --._1--i. a. .--- I . t 1. + 4 I _ .� —I- —�- +--4.-j------^ ? I LTJ_ t i -t-L--i---` + - �. - + -i -. ) i I.. r I ' -L__ ._ � i I � 1 — ,_ -1 4 . 1 t .- _ a _ I ___iil -- + �... .1 _- i ..J i - •� it _ i ' - - - 1 1 1 4 NNW xi Iql r.l prit P ri 1 1 N 1 owl SITTS 8- HILL ENGINEERS, INC. TACOMA, WASHINGTON (253) 474-9449 DESIGNED CHECKED PROJECT -CJ DATE S//I JOB 18,035 DATE SHEET OF I � . I i _ I , -J I , I I 1 - i .I,. -r - I • _ - I ,' 1 1 - +�I A.�I I , I' `J ``��� :. ' i 7 I 1 1..,+`i 1- . iy�_ -•-/ rl! 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Lr t 1 i�_ Lam_-1,\ .' ?T } .1. 1 T 7 a — t"T'1 t �" 1 _ b ., r �_ —I i t _ .--_f t 1 -- 1 , 1 ..... .. • , — 1— T_I .- f }, - -- _._ -r– 1 - - 1 -.- -I -I a +---a , _ .1 ..4 Jf , I -r- {. .. 4 4 t — -+ l 1 — .t__{. fi r •- I'.� -_._I. } �.. 3-., 1 I � r 4 .. .i._ .;- ;� H 1•- 1 �.-_....; I i 1 t t I ; i- . , j ._ } .. 1� .._ -.� .T ` -- • 1 I ? 1 __,____I .-i r If . T - i_ I t ._ _ , 1— t . , -; ..- 1 + -j-• -�- t -- _. 1 , _ r r t L L r; -I r 1 i I r a. 1 f I (. r _ I--�- _ -. 1 - --- t - 1. t - - -- 1 1_ t, i i 1 7 • r --1 -•--r t 1 j t - t -- �.. _. y t 1} i1 t.� t1 a -T { r —_t ,; --t1--i 1 i 1 — —, — i� 1 : • j— t.. 1 r , - +--t- } -I + a } 1 I I i Y- -1-----SI �.1 I - .4 -- .1. . ' ( i ' . { 1 -.1' t-- i s 1. 1 !--, ' , 1 t 1. y. ill 4 ! 1--t -- I I ; -1 I- J. 1 t; ; .. j -- 11_.±..i.._ Jt_.— _ } _ .. t_ . . __ _ .. _ •.!--II r i. _ -i l } + r - {t 1 11 -1. , f. t _ f . I A ,.. 4 , + + t L - , t i y t, _ . 1 1 i 1 1 -- t 1 - i - i - -1 i 1 ''.--- , y ' , L .t . - - I _, —; ._.+ 1. -1 • -- --H —-- f ._. -- 11 1 s 1' i -a r . , j i t t 1 1 4 1 I.- { ..r_. I- I ;i t + 1 1 t �- -I ,,,• Y'l 1._ tt I J } 1 I it } I -1 f : r + 1 6 www.hilti.us Profis Anchor 2.7.6 Company: Specifier: Address: n Phone I Fax: E -Mail: LA n LA n LJ kJ n n LJ Sitts & Hill Engineers BRL Page: Project: Sub -Project I Pos. No.: Date: 1 9-08.2 TI 8/8/2018 Specifier's comments: Load Case "A" 1 Input data Anchor type and diameter: Kwik Bolt TZ - CS 3/8 (2) Effective embedment depth: hef,act = 2.000 in., hnom = 2.313 in. Material: Carbon Steel Evaluation Service Report: ESR -1917 Issued I Valid: 5/1/2017 1 5/1/2019 Proof: Design method ACI 318-14 / Mech. Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.162 in. Anchor plate: lx x lY x t = 4.000 in. x 4.000 in. x 0.162 in.; (Recommended plate thickness: not calculated Profile: Rectangular HSS (AISC); (L x W x T) = 0.875 in. x 0.875 in. x 0.062 in. Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 4.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) SAFE- Geometry AFE Geometry [in.] & Loading [Ib, in.lb] Z ,r Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 7 1111 www.hilti.us 1■�11`TI Profis Anchor 2.7.6 Company: Specifier: Address: Phone I Fax: E -Mail: Sifts & Hill Engineers BRL Page: Project: Sub -Project I Pos. No.: Date: 2 9-08.2 TI 8/8/2018 2 Load case/Resulting anchor forces LI Load case: Design loads Anchor reactions [Ib] rTension force: (+Tension, -Compression) Imo' Anchor Tension force Shear force Shear force x Shear force y 1 273 28 0 28 Mk 2 64 28 0 28 Li max. concrete compressive strain: 0.08 [%o] max. concrete compressive stress: 357 [psi] resulting tension force in (x/y)=(0.621/-0.621): 337 [Ib] resulting compression force in (x/y)=(0.621/1.747): 337 [Ib] LIN 3 Tension load Load Nua [Ib] Capacity + No [Ib] Utilization rN = Nua/$ Nn Status Steel Strength* 273 4,875 Pullout Strength* 273 1,212 Concrete Breakout Strength** 337 1,371 * anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength Nsa = ESR value Nsa Nua Variables Ase,N [in.2] refer to ICC -ES ESR -1917 ACI 318-14 Table 17.3.1.1 foto [psi] 0.05 Calculations Nsa [Ib] 6,500 Results Nsa [Ib] 6,500 125,000 4) steel 4) nonductile 4 Nsa [Ib] Nua [Ib] 0.750 1.000 4,875 273 6 23 25 OK OK OK Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 8 www.hilti.us F■il`TI Profis Anchor 2.7.6 Company: Specifier: Address: Phone I Fax: E -Mail: Sifts & Hill Engineers BRL Page: Project: Sub -Project I Pos. No.: Date: 3 9-08.2 TI 8/8/2018 3.2 Pullout Strength Npn.{ = Np.2500 k a A,> w pn,f� — Nua Variables fc [psi] 2500 3,000 Calculations 2500 1.095 !�a 1.000 refer to ICC -ES ESR -1917 ACI 318-14 Table 17.3.1.1 Np,2500 [Ib] 2,270 Results Ni,,,,,,, [Ib] 4) concrete 4> seismic 4) nonductile 4> Npn,f, [Ib] Nua [Ib] 2,487 0.650 0.750 1.000 1,212 273 3.3 Concrete Breakout Strength _ ANc1/ Ncbg — (ANco/ ec,N w ed,N c,N W cp,N Nb Ncbg > Nua ANc see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) ANcO kl) ec,N ed,N w cp,N Nb =9hef 1 1+2eN 551.0 3 haf = 0.7 + 0.3 t Ca,min 5 1.0 1.5hef/ = MAX'Ca,min 1.5hef\ 1.0 Cac ' Cac J =kca. a VTchef5 ACI 318-14 Eq. (17.4.2.1b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.4) ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq. (17.4.2.2a) Variables 1 7 1 1 het [in.] ec1,N [in.] ec2,N [in.] ca,,,,,,, [in.] ‘11 c,N 2.000 0.621 0.621 11.000 1.000 Cac [in.] kc A. a fc [psi] 4.375 17 1.000 3,000 Calculations ANe [in.2] 56.00 Results Nebg [Ib] 2,813 ANcO [in.2] W ecl,N 36.00 4, concrete 0.650 0.829 W seismic 0.750 W ec2,N 0.829 y� nonductile 1.000 w ed,N W cp,N 1.000 1.000 Nb [Ib] Nebg [lb] Nua [Ib] 1,371 337 2,634 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 9 11 B I www.hilti.us Profis Anchor 2.7.6 Company: Specifier: Address: Phone I Fax: E -Mail: Sifts & Hill Engineers BRL Page: Project: Sub -Project I Pos. No.: Date: 4 9-08.2 TI 8/8/2018 4 Shear Toad Steel Strength* Steel failure (with lever arm)* Pryout Strength** Concrete edge failure in direction y+** Load Vua [lb] 28 N/A 57 57 * anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Vsa,eq = ESR value W Vsteel Z Vua Variables Ase.v [in.2] 0.05 Calculations Vsa,eq [lb] 2,255 Results Vsa,eq [Ib] 2,255 refer to ICC -ES ESR -1917 ACI 318-14 Table 17.3.1.1 fut. [psi] 125,000 W steel 0.650 W nonductile 1.000 Vsa [Ib] Capacity 4 Vn [Ib] 1,466 N/A 2,868 2,862 4.2 Pryout Strength 1/ 1 Vcpg - kcp [(AN 0/ W ec,N W ed,N W c,N W cp,N Nb] Vcpg > Vua ANC see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) ANcO = 9 hef Wec,N1+2eN)<_1.0 3 hef/ W ed,N = 0.7 + 0.3 (C ' c 1.0 1.5het W cp.N = MAX(Ca,min 1.5hef` 1.0 Cac Cac 1 Nb =kc? aAKhers Variables kcp 1 hef [in.] ec1,N [in.] 1,466 Vua [Ib] 28 ACI 318-14 Eq. (17.5.3.1b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.4) ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq. (17.4.2.2a) ec2,N [in.] W c,N 1.000 2.000 Cac [In.] 0.000 kc 0.000 a Ca,min [in.] 11.000 Calculations ANc [in.2] 56.00 36.00 Results Vcpg [Ib] 4 concrete 4,097 0.700 4.375 ANco [in.2] 17 W ecl,N 1.000 w seismic 1.000 1.000 W ec2,N 1.000 fc [psi] 3,000 W nonductile 1.000 W ed,N 1.000 Utilization I3v = Vua/4 Vn 2 N/A 2 2 4, Vcpg [Ib] 2,868 W cp,N 1.000 Vua [Ib] 57 Nb [Ib] 2,634 Status OK N/A OK OK Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 10 b.+ 14 www.hilti.us 1■■11L.T1 Profis Anchor 2.7.6 Company: Specifier: Address: Phone I Fax: E -Mail: Sifts & Hill Engineers BRL Page: Project: Sub -Project I Pos. No.: Date: 5 9-08.2 TI 8/8/2018 4.3 Concrete edge failure in direction y+ AVc Vcbg _ \Avco/ W ec,V W ed,V W c,V W h,V W parallel,V Vb 4) Vcbg > Vua Avc Avco W ec,V ed,V W h,V Vb see ACI 318-14, Section 17.5.2.1, Fig. R 17.5.2.1(b) = 4.5 Caf 1 1+2e,1/ 55 1.0 3c1 / =0.7+0.3(1 a2 )51.0 = 1.5Ca1 > 1.0 ha 0.2 = (7 (� ) Vua) x. a VTc cej a Variables Cat [in.] 8.667 la [in.] Cat [in.] ecv [in.] ACI 318-14 Eq. (17.5.2.1b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.5.2.1c) ACI 318-14 Eq. (17.5.2.5) ACI 318-14 Eq. (17.5.2.6b) ACI 318-14 Eq. (17.5.2.8) ACI 318-14 Eq. (17.5.2.2a) 11.000 2.000 Calculations A. [in.2] 96.00 Results Vcbg [Ib] 4,089 A. a 1.000 0.000 da [in.] Avco [in.2] 0.375 ec,V W c,V 1.000 ha [in.] fc [psi] 3,000 W ed,V 4.000 W parallel,V 1.000 h,V 338.00 4) concrete 0.700 1.000 4. seismic 1.000 0.954 1.803 W nonductile 1.000 5 Combined tension and shear Toads RN Rv C Utilization [3N,V [%] 0.246 0.020 5/3 10 RNV=A+Rv<=1 1 1 1 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan r Vbbg [Ib] 2,862 Status OK Vb [Ib] 8,372 Vua [Ib] 57 11 www.hilti.us I -IH -,-I Profis Anchor 2.7.6 Company: Specifier: Address: Phone I Fax: E -Mail: Sifts & Hill Engineers BRL Page: Project: Sub -Project I Pos. No.: Date: 6 9-08.2 TI 8/8/2018 6 Warnings • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc.). This means load re -distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The m factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-14, Chapter 17, Section 17.2.3.4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, the connection design (tension) shall satisfy the provisions of Section 17.2.3.4.3 (b), Section 17.2.3.4.3 (c), or Section 17.2.3.4.3 (d). The connection design (shear) shall satisfy the provisions of Section 17.2.3.5.3 (a), Section 17.2.3.5.3 (b), or Section 17.2.3.5.3 (c). • Section 17.2.3.4.3 (b) / Section 17.2.3.5.3 (a) require the attachment the anchors are connecting to the structure be designed to undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section 17.2.3.4.3 (c) / Section 17.2.3.5.3 (b) waive the ductility requirements and require the anchors to be designed for the maximum tension / shear that can be transmitted to the anchors by a non -yielding attachment. Section 17.2.3.4.3 (d) / Section 17.2.3.5.3 (c) waive the ductility requirements and require the design strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased by w0. Hilti post -installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI 318-14, Section 17.8.1. Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 12 ant 1 • www.hilti.us Profis Anchor 2.7.6 Company: Specifier: Address: Phone I Fax: E -Mail: Sitts & Hill Engineers BRL Page: Project: Sub -Project I Pos. No.: Date: 7 9-08.2 TI 8/8/2018 7 Installation data Anchor plate, steel: - Profile: Rectangular HSS (AISC); 0.875 x 0.875 x 0.062 in. Hole diameter in the fixture: df = 0.438 in. Plate thickness (input): 0.162 in. Recommended plate thickness: not calculated Drilling method: Hammer drilled Cleaning: Manual cleaning of the drilled hole according to instructions for use is required. Anchor type and diameter: Kwik Bolt TZ - CS 3/8 (2) Installation torque: 300.000 in.lb Hole diameter in the base material: 0.375 in. Hole depth in the base material: 2.625 in. Minimum thickness of the base material: 4.000 in. 7.1 Recommended accessories Drilling Cleaning Setting Iwo• Suitable Rotary Hammer • Manual blow-out pump • Properly sized drill bit u V IP PM V 1 v • Torque controlled cordless impact tool (Hilti Safeset System) • Torque wrench • Hammer • 0 0 0 0 O O 2 I 0 O 0• N O N • O O 1 O O O 0 N 1.000 2.000 1.000• • • Coordinates Anchor in. Anchor 1 2 X y 1.000 -1.000 -1.000 1.000 c -x c+x c'y c., 13.000 11.000 11.000 13.000 11.000 13.000 13.000 11.000 x Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 13 www.hilti.us IF■11`T1 Profis Anchor 2.7.6 Company: Specifier: Address: Phone I Fax: E -Mail: Sifts & Hill Engineers BRL Page: Project: Sub -Project I Pos. No.: Date: 8 9-08.2 TI 8/8/2018 8 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concem solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 14 fl t—J www.hilti.us Profis Anchor 2.7.6 Company: Specifier: Address: n Phone I Fax: E -Mail: LJ fl n u fl u 71 aJ Vl U LJ n Sifts & Hill Engineers BRL Page: Project: Sub -Project I Pos. No.: Date: 1 9-08.2 TI 8/8/2018 Specifiers comments: Load Case "B" 1 Input data Anchor type and diameter: Kwik Bolt TZ - CS 3/8 (2) Effective embedment depth: hef,act = 2.000 in., hnom = 2.313 In. Material: Carbon Steel Evaluation Service Report: ESR -1917 Issued I Valid: 5/1/2017 1 5/1/2019 Proof: Design method ACI 318-14 / Mech. Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [Ib, in.lb] SAFEU eb = 0.000 in. (no stand-off); t = 0.162 in. Ix x ly x t = 4.000 in. x 4.000 in. x 0.162 in.; (Recommended plate thickness: not calculated Rectangular HSS (AISC); (L x W x T) = 0.875 in. x 0.875 in. x 0.062 in. cracked concrete, 3000, fc' = 3,000 psi; h = 4.000 in. hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) z ,r Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 15 www.hilti.us 1■■11`TI Profis Anchor 2.7.6 Company: Specifier: Address: Phone I Fax: E -Mail: Sifts & Hill Engineers BRL Page: Project: Sub -Project I Pos. No.: Date: 2 9-08.2 TI 8/8/2018 n 2 Load case/Resulting anchor forces Load case: Design loads n Anchor reactions [Ib] Tension force: (+Tension, -Compression) u Anchor Tension force Shear force Shear force x Shear force y 1 189 29 21 21 n 2 189 29 21 21 I L i max. concrete compressive strain: 0.13 [%e] max. concrete compressive stress: 556 [psi] n resulting tension force in (x/y)=(0.000/0.000): 378 [Ib] resulting compression force in (x/y)=(1.495/1.495): 378 [Ib] u n L� 3 Tension Toad n j Load Nua [Ib] Capacity 4 N„ [lb] Utilization 13N = Nua/+ N„ Status Steel Strength* 189 4,875 4 OK Pullout Strength* 189 1,212 16 OK Concrete Breakout Strength** 378 1,997 19 OK * anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength - Nsa = ESR value Nsa Nua J J J 1 J I —J Variables Ase,N [in.2] refer to ICC -ES ESR -1917 ACI 318-14 Table 17.3.1.1 futa [psi] 0.05 Calculations Nsa [Ib] 6,500 Results Nsa [Ib] 125,000 W steel W nonductile 4) Nsa [lb] Nua [Ib] 6,500 0.750 1.000 4,875 189 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 16 7 LJ n u J n www.hilti.us 1■■11`TI Profis Anchor 2.7.6 Company: Specifier: Address: Phone I Fax: E -Mail: Sitts & Hill Engineers BRL Page: Project: Sub -Project 1 Pos. No.: Date: 3 9-08.2 TI 8/8/2018 3.2 Pullout Strength AFL Npn,f = Np.2500 A. a 2500 Npn,f > Nua Variables fc [psi] Xa refer to ICC -ES ESR -1917 ACI 318-14 Table 17.3.1.1 Np,2500 [Ib] 3,000 Calculations AT: 2500 1.095 Results Npn,f, [Ib] 2,487 1.000 4) concrete 0.650 2,270 4) seismic 0.750 3.3 Concrete Breakout Strength ANc Ncbg = \ANcO/ y/ ec,N W ed,N W c,N W cp,N Nb • Ncbg' Nua ANC see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) = 9 hef 1 1+2eN1 55 1.0 3 hef/ ANcO W ec,N W ed,N cp,N Nb = 0.7+0.3 (Ca,min ) 1 51.0 `1.5hef = MAX( min 1.5hef1 5 1.0 � (�CCac Cac f = kc X a VTc hef5 Variables hef [in.] ec1,N [in.] ec2,N [in.] W nonductile 1.000 Npn,f [Ib] 1,212 ACI 318-14 Eq. (17.4.2.1b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.4) ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq. (17.4.2.2a) Ca,min [in.] W c,N 2.000 0.000 cac [in.] kc 4.375 17 Calculations ANC [in.2] 56.00 Results Ncbg [Ib] 0.000 ANca [in.2] 36.00 4) concrete a 1.000 11.000 W ecl,N 1.000 4) seismic ( [psi] 3,000 W ec2,N 1.000 W nonductile 1.000 W ed,N 1.000 Ncbg [lb] Nua [Ib] 189 W cp,N 1.000 Nua [113[ 4,097 0.650 0.750 1.000 1,997 378 Nb [Ib] 2,634 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 17 fl u www.hilti.us PI I 1.71r1 Profis Anchor 2.7.6 Company: Specifier: Address: Phone I Fax: E -Mail: Sifts & Hill Engineers BRL Page: Project: Sub -Project I Pos. No.: Date: 4 9-08.2 TI 8/8/2018 4 Shear Toad Load Vua [Ib] Capacity 414, [Ib] Utilization ry = Vua/+ Vn Status Steel Strength* Steel failure (with lever arm)* Pryout Strength** Concrete edge failure in direction x+** * anchor having the highest loading t t 4.1 Steel Strength r�-� ,AVsa,eq = ESR value ! ! W Vsteei > Vua Variables Ase,v [in.2] 29 N/A 58 58 1,466 N/A. 2,868 2,862 **anchor group (relevant anchors) refer to ICC -ES ESR -1917 ACI 318-14 Table 17.3.1.1 luta [psi] 0.05 `' Calculations Vsa,eq [Ib] fl t� Lj n u n LJ n n 2,255 Results Vsa,eq [lb] 2,255 125,000 W steel 0.650 W nonductile 1.000 Vsa [lb] 4.2 Pryout Strength 1l ANc Vcpg — "cp [(ANcoJ W ec,N W ed,N W c,N W cp,N NbJ Vcp9 Z Vua ANc see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) ANcO = 9 he2 f 1 W ec,N 1 + 2 eN 5 1.0 3 hef W ed,N = 0.7 + 0.3 15hca,min 5 1.0 ef W cp.N = MAX Ca,min 1.5hef 5 1.0 Cac Cac Nb = kc ? a 4Tc hets Variables kcp 1 hef [in.] ec1,N [in.] 1,466 Vua [Ib] 29 ACI 318-14 Eq. (17.5.3.1b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.4) ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq. (17.4.2.2a) ec2,N [in.] Ca,min [in.] W c,N 2.000 Cac [in.] 0.000 kc 0.000 11.000 1.000 4.375 Calculations ANc [in.2] 56.00 Results Vcpg [Ib] 4,097 ANco [in.2] 36.00 4) concrete 0.700 17 W ecl,N 1.000 1.000 4) seismic 1.000 ec2,N 1.000 fc [Psi] 3,000 0 nonductile 1.000 W ed,N 1.000 Vcpg [Ib] 2,868 2 N/A 3 3 W cp,N 1.000 Vua [Ib] 58 Nb [Ib] 2,634 OK N/A OK OK Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 18 n n LJ www.hilti.us 1-1116,-r Profis Anchor 2.7.6 Company: Specifier: Address: Phone I Fax: E -Mail: Sifts & Hill Engineers BRL Page: Project: Sub -Project I Pos. No.: Date: 5 9-08.2 TI 8/8/2018 4.3 Concrete edge failure in direction x+ AVc Vcbg — \Avco/dW ec,V W ed,V W c,V W h,V W parallel,V Vb Vcbg > Vua Avc see ACI 318-14, Section 17.5.2.1, Fig. R 17.5.2.1(b) Avoo W ec,V ed,V W h,V Vb = 4.5 cat 1 1+2e) 551.0 3cat l 51.0 =0.7+0.3(15Cat) 1.5Cat Ca2 , 1.0 ha l0.2 _ (7 (� / da) a VTC c;i5 a Variables Gal [in.] 8.667 le [in.] 2.000 cat [in.] ecv [in.] ACI 318-14 Eq. (17.5.2.1b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.5.2.1c) ACI 318-14 Eq. (17.5.2.5) ACI 318-14 Eq. (17.5.2.6b) ACI 318-14 Eq. (17.5.2.8) ACI 318-14 Eq. (17.5.2.2a) W c,V ha [in.] 11.000 !�a 0.000 da [in.] Calculations Avc [in.2] 96.00 Results Vcbg [lb] 4,089 1.000 Avoo [in.2] 0.375 338.00 4, concrete 0.700 W ec,V 1.000 1.000 fc [psi] 3,000 41 seismic 1.000 5 Combined tension and shear Toads 4.000 W parallel,V 1.000 W ed,V W h,V 0.954 1.803 y nonductile 1.000 13N [3v Utilization RN,V [%] 0.189 0.020 5/3 7 RNV=R`ry+Rv5=1 (I) Vcbg [Ib] 2,862 Status OK Vb [lb] 8,372 Vaa [lb] 58 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 19 www.hilti.us 1■■11`T1 Profis Anchor 2.7.6 Company: Specifier: Address: Phone I Fax: E -Mail: lJ n n LJ Sifts & Hill Engineers BRL Page: Project: Sub -Project I Pos. No.: Date: 6 9-08.2 TI 8/8/2018 6 Warnings The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc.). This means load re -distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The cD factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-14, Chapter 17, Section 17.2.3.4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, the connection design (tension) shall satisfy the provisions of Section 17.2.3.4.3 (b), Section 17.2.3.4.3 (c), or Section 17.2.3.4.3 (d). The connection design (shear) shall satisfy the provisions of Section 17.2.3.5.3 (a), Section 17.2.3.5.3 (b), or Section 17.2.3.5.3 (c). • Section 17.2.3.4.3 (b) / Section 17.2.3.5.3 (a) require the attachment the anchors are connecting to the structure be designed to undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section 17.2.3.4.3 (c) / Section 17.2.3.5.3 (b) waive the ductility requirements and require the anchors to be designed for the maximum tension / shear that can be transmitted to the anchors by a non -yielding attachment. Section 17.2.3.4.3 (d) / Section 17.2.3.5.3 (c) waive the ductility requirements and require the design strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased by coo. • Hilti post -installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI 318-14, Section 17.8.1. Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 20 11 www.hilti.us 1!■11`TI Profis Anchor 2.7.6 Company: Specifier: Address: Phone I Fax: E -Mail: Sifts & Hill Engineers BRL Page: Project: Sub -Project I Pos. No.: Date: 7 9-08.2 TI 8/8/2018 7 Installation data Anchor plate, steel: - Profile: Rectangular HSS (AISC); 0.875 x 0.875 x 0.062 in. Hole diameter in the fixture: df = 0.438 in. Plate thickness (input): 0.162 in. Recommended plate thickness: not calculated Drilling method: Hammer drilled Cleaning: Manual cleaning of the drilled hole according to instructions for use is required. Anchor type and diameter: Kwik Bolt TZ - CS 3/8 (2) Installation torque: 300.000 in.lb Hole diameter in the base material: 0.375 in. Hole depth in the base material: 2.625 in. Minimum thickness of the base material: 4.000 in. 7.1 Recommended accessories Drilling Cleaning Setting • Suitable Rotary Hammer • Manual blow-out pump • Properly sized drill bit y • Torque controlled cordless impact tool (Hilti Safeset System) • Torque wrench • Hammer Coordinates Anchor in. Anchor x y 1 1.000 -1.000 2 -1.000 1.000 c -x 13.000 11.000 C+x 11.000 13.000 c -y +y 11.000 11.000 13.000 13.000 11.000 x Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 21 . -� 0 O Q0 . T 2.000 2 of 0 ii O N O O 1 / O O O 0 N 1.000 2.000 1.000 Coordinates Anchor in. Anchor x y 1 1.000 -1.000 2 -1.000 1.000 c -x 13.000 11.000 C+x 11.000 13.000 c -y +y 11.000 11.000 13.000 13.000 11.000 x Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 21 n r1 www.hilti.us I-III—T1 Profis Anchor 2.7.6 LJ Company: Silts & Hill Engineers Page: Specifier: BRL Project: Address: Sub -Project I Pos. No.: ,fl Phone I Fax: E -Mail: 1 Date: L.i 8 Remarks; Your Cooperation Duties 8 9-08.2 TI 8/8/2018 • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and LJ security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using 1-1 the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. u • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the n u n b fl n n ►J n I 0 fl 0 regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of Post or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 22 n LTJ f—' J r-1 n r f L L 0 L! SITTS £t HILL ENGINEERS, INC. TACOMA, WASHINGTON (253) 474-9449 PROJECTQ- •\ IV DESIGNED DATE JOB 18,035 CHECKED DATE SHEET OF r � 1 i1 _ i I � i' 1—i-1 , 1 'a" ' J -� ; -, --_ r--- IA i L ► J- .. 4-- __ � ., . � {1 — GSC, I -11sal,+; ff ; ; j I r„ .-- 1_J t . , — ;1 — :.� 1��.)16_ {� i1 -ri f __ _ 1 _L_ 1 1 � _ 1. L _ I r. —�� 1 I t J T 1 �- 1 , i I { f I i. 4 i l , ) -- , . I i 1 I I 1 ', I -1—v ___ -. -� J _—�—_-- l h .J { I _._____ I -I Jr J. l . i _,_ _t.4 -� �_..1 T .4 1 r L I - , 1. j . i.J { tj- i .� 1 i J I 1 I —r 1 ! 1- 1 H I 1 1 - 1 1 - L a. -� -i- _ -t-, I_� T- 1 { ii � - �- —I_ ' 1 1— t. _- . � __ i 111 t-1 T1 ,. _. 1 ! , I r I _---I { -4 fif _ � i I i , 1 .' i---- I i 1 �--'-- LI { -1 _ .-r_ fit i ' i i ' 1 4 T . I 1 1 . - . ' I. I i ,1 i I I -t- i , L 1 ! 1 I ! 1 i i i TT 1 1 1. i� -- 1 ; } ' ' 7 I —i. 1 -.. J_..-1 I _, — — - 1 17 t --iI ' 1 I f 1-1 --tt I_ , - -I-. ----I i 1 J_ - - - -- --- — - - --- - 1 r _. - - -- -'---- -- -. ----� J i 1.1 , ! �.- ... . . --' h - - 1 t 1- , J_ i 23 • mcKer0 1 WASHINGTON RFI Number 016 PATRI Q 11Raised floor base plate Subject: install CONSTRUCTION Response Needed By: 1/31/19 REQUEST FOR INFORMATION Project: Boeing 9-08 Ti Project #: 9695 To: Joe Shin Company: The Boeing Company Subcontractor: N/A Cost Impact: ❑ Increase ❑ Decrease ® TBD Spec Section: N/A Dwg/Sheet: A504 INFORMATION REQUESTED: In reviewing the installation guide for the raised floor, there is an install note (see page 43) that notes the holes in the base plate must be 1/16"-1/8" larger than the anchor diameter. Detail #2 on A504 slEYaVV.98" anchors. CITY OF TUKWILA MAY 0 2 2019 PERMIT CENTER PROPOSED SOLUTION: We recommend to use '4" anchors instead of 3/8" anchors to allow for the hole to be 1/16"-1/8" larger than the bolt diameter per the installation guide. Please advise if this is acceptable. Sketch attached? ® Yes ❑ No Date: 1/24/19 Written by: Matt Budelman RESPONSE: At both the 9-8.1 and 9-08.2 Tenant Improvement (first and second floor areas), it is structurally acceptable to anchor the existing raised floor support pedestal base plates with (2) 1/4" diameter Titen HD Heavy -Duty Screw anchors by Simpson Strong -Tie or pre -approved equivalent. Anchors shall have a nominal minimum embedment depth of 1-5/8", and shall be installed in accordance with the manufacturer's recommendations for anchors installed in the topside of concrete topped metal decks. Provide washers as required to make up any difference between the anchor diameter, anchor head, and the existing holes in the base plates. In addition to the anchorage specified, please adhere the existing base plates to the concrete topped metal deck surface with AIM382 pedestal adhesive. AIM382 pedestal adhesive shall be installed prior to installation of the screw anchors and in accordance with the manufacturer's recommendations. Sketch attached? ❑ Yes ® No Date: 02/26/2019 Signed: Brian Labrecque / Sitts & Hill Engineers LEAD I DESIGN I CONSTRUCT I SERVE P.O. Box 339, Gig Harbor, WA 98332 1 P: (253) 853-2304 1 F: (253) 853-5921 1 www.wapatriot.com General Contractor —Service Disabled Veteran Owned Small Business (SDVOSB) vr g S11V130 ONV SNO1103S OSII1 I 1 D 0 co 0 0 O T co XI m C) 73 0 Z o me 0 z k A Pg. 11 z9 [V TLV 'ZGCV 1IV130 ONIWV?J3 IdOddflS 01 0 PI Z 0 m r 0 0 D V) 0 qi iu 9 t i!M;liY0iVeg AWASYi�i�i�i�.�1 am�r.m: iii eglf gl 0 0 N rn 0 0 g N-:' a,-,-; SIS !lil r NO N4 at fE 14 ____ L -v,;w,___4,..ot..._..----------rotr:,?._.f.e,....._..w i...?-_ _. Il 9uccm8r 9/ 9/291) 1059,12 w r The procedures outlined on the following pages will help you install Tate access floor products for office and equipment room applications. Typically, equipment room applications require access floor panels supported by an understructure system using stringers, where office installations may not. Columns Cut Panels Tate Ai Diffuser Introduction At the beginning of each section, you will find an illustration with the area to be explained highlighted. If you have never installed a Tate access floor system before now, please begin by reviewing the common component illustrations on the following pages. The illustrations will help you identify the components of the system you are about to install. PVD Servicenters' Stinger Systems Ramp Assemblies Positile Carpet Fascia ConCore' Access Floor 1 Panels PosiLock' Pedestal Assembles Modular Power, Voice, and Data Components Special Conditions 'Meg ACCESS r(OORS SITE INSTALLATIO Introduction Tate ACCESS FLOORS COMMON COMPONENTS Access Floor Panels ConCore' panel with holes for PosiTileM Standard Height PosiLockTM Field head All Steel panel Field/perimeter/corner base Low Finish Floor Height (FFH) PosiLockTM Field head Bolted Stringer System .> Field/perimeter/corner head Perimeter head Field/perimeter/corner base Field/perimeter/corner base Perforated panel inside/outside corner head 3" Perimeter head Stringers Note: Product dimensions (i.e. tube length, threaded rod) will vary depending on project specifications 2 COMMON COMPONENTS Seismic Pedestal Type 6A Fascia Components Sizes available: IN-STALLATIION METHODS Type 1 Type 2A Type 3A Introduction Consult technical services for proper usage of all pedestal styles for seismic conditions Fascia plates (typical sizes) Ramp Components 72" Ramp shoe assembly 171/2" Fascia top trim angle 3" Ramp swivel pedestal head 1" 4" Fascia bottom angle Ramp threslhold Note: Product dimensions (i.e. tube length, threaded rod) will vary depending on project specifications ACCESS FLOORS SITE INSTALLATION METHODS Introduction Tate ACCESS FLOORS A/F Access Floor accessories. B/M Bill of Material. C/L Center line. GLOSSARY including panels, pedestals and Dry Line A string line (with no chalk on it) on top of the access floor used as a temporary reference line. ELL Sections of access floor laid along perpendicular control lines forming an 'L' shape, normally 5 panels wide. FFH Finished Floor Height. Dimension measured from the subfloor surface to the top surface of the access floor panel. Field The main open floor area where full floor panels are installed. Does not include perimeter panels. Grid Line Lines formed where the panels join together. Laser Electronic transit. Leveling Bar A straight edge having permanent 2 -foot center marks used for leveling of pedestals. It is usually made from a rectangular aluminum tube with the following dimension: width 3/4" to 1"; height 21/2" to 4"; wall thickness .080" to .125"; length 8 to 10 ft. Plumb 90 degrees from horizontal level. Rocker A panel that rocks up and down diagonally when installed. 4 Shoot In (Sight In) Establish elevation reference points in any given area by using a transit or laser. Spreading To spread understructure components throughout an area by placing the pedestal assemblies (without adhesive) on approximately 2 -foot centers. Starting Point A specific location in the area which has been purposely designated as the best place to start the installation. Typically designated by the architect on architectural drawings. Transit Builder's optical leveling device used for establishing grade levels for floors, ceilings, etc.; for measuring horizontal angles. SITE INSTALLATION METHODS Preparation Tate ACCESS FLOORS SITE INSTALLATION METHODS Preparation LIST OF TOOLS Power Tools • Laser with target designed for access floor Caution: Adequately protect the A/F when moving installation. (Recommendation: Spectra Precision gang boxes and bandsaws across finished 1485 HP with DBS) surfaces by placing 3/4" plywood sheets on the • (1) Power drill 3/8" floor. • (1) Power drill 1/2" Handbox • (1) Adjustable hammer drill V2" • (1) 10 -foot tape measure (min. length) • (1) Powder actuator (Hilti DX 350 or equiv.) • (1) 16 -foot steel tape measure • (1) Set of powder actuator pins & shots • (1) 20 -oz. claw hammer with steel handle • (1) Bayonet saw and bi-metal blades • (1) Centerpunch • (1) 10" Electric Miter box saw (optional) • (1) Countersink • (1) 14" Metal -cutting bandsaw with cutting speed capability of 450 ft. per minute. (Recommendations: • (1) Screwdrivers (2 Phillips & 2 Standard) Rockwell Model 28-300 or MA615-Mobile Band • (1) 2 -foot Hand Level Saw). • (1) Pair of pliers/channel locks • (1) Chalk line and chalk • (1) Dry line • (1) Pop rivet gun • (1) Awl • (1) Drill bit set 1/8" to 1/2" • (1) Putty knife, 3" wide • (1) Drill bits, 9/64" • (1) Utility knife • (1) Pair tin shears (good quality) • (1) Double cup section panel lifter • Marking pencils • Rasp and metal files • Screw gun tip bits (Standard and Phillips #2 & #3) Safety items required • Safety glasses • Work gloves • Ear plugs or ear muffs • Steel toe safety shoes or boots • Sleeve protectors • Full -face shields Tate ACCESS Fl00RS 6 • (6) Bandsaw and reciprocating saw blades: Bi -metal, 14 -tooth, 1/2" wide, .034" thick. This blade will cut: All Steel panels, ConCore° panels, Woodcore panels, stringers, pedestal heads and bases, fascia plate and other misc. items. For cutting aluminum, use bi-metal blade with 10 teeth per inch or circular non-ferrous metal cutting saw. • (1) 25" pallet jack (Stratton or equivalent) • (1) Leveling bar 10 ft. • (1) Adjustable torque -limiting screw gun • (1) 50 -foot extension cords • (2) 100 -foot extension cords • (1 each) 3", 4" and 5" metal cutting hole saws • (1) Industrial Shop -Vac SITE INSTALLATION METHODS INSTALLER QUALIFICATIONS Lead Man or Foreman • Experience with successful access floor installations. • Basic carpentry skills. • Ability to use multiple measuring devices. • Ability to read and understand architectural drawings and building specifications. • Ability to operate budding laser and/or electronic transit for control line layout and setting pedestal elevations. • Ability to direct a minimum crew of 10 to efficiently install the access floor. • Experience with asbestos handling. Installers • Experience with successful access floor installations. • Ability to use multiple measuring devices. • Ability to operate building laser and/or electronic transit for control line layout and setting pedestal elevations. • Ability to read and understand architectural drawings and building specifications. • Ability to install access floor and accessories with minimal supervision. • Ability to use multiple power tools and cutting devices. Helpers or Apprentices • Ability to assist with installing access floor under supervision. • Ability to unload trucks and experience with material handling. • Experience with trash removal and clean up. Preparation PRODUCTION RATES & CREW SIZES Production Rates The type of floor being installed and the conditions of the job site will affect production rates. Given favorable conditions, as described in this section, the approximate production rates shown (table #1) can be used as a guide. Unloading Trucks If an unloading dock is available, a 40 -foot tractor trailer can typically be unloaded in two hours by using two pallet jacks. (Actual time for moving the material to the area receiving the A/F installation depends on the distance from the loading dock and on having a clear path to move the material). Where an outside hoist or forklift is used because there is no loading dock, it may take four men four hours to unload a tractor trailer load of material. Crew Size The size of the crew is affected by various factors that are unique to each project: • The speed of the installation required • Availability of the installation area in conjunction with other trades • Having continuous flow of work without interruptions in project construction schedule. If the installation area is freely and continuously available without interruption by other trades and the schedule is not hurried to meet the project schedule, then the crew size(s) for effective production rates in a given room or area should be based on the square footages shown opposite (table #2). Tate ACCESS ELMS PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0331 DATE: 10/18/18 PROJECT NAME: BOEING #9-08 SITE ADDRESS: 9725 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Auk, tar --(6 Building Division 1\\ 1; I k1liC6 Public Works A Ativc t°- to NP- ttot Fire Prevention Plahnmg Division Structural Permit Coordinator Ill PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 10/23/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required n Denied (ie: Zoning Issues) Approved with Conditions (corrections entered in Reviews) DUE DATE: 11/20/18 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW ❑ Staff Initials: 12/18/2013 BOEING COMPANY, THE A k11114 Washington State Department of Labor & Industries O Hrnne Espanol Contact Safety & Health Claims & Insurance Page 1 of 9 Search L&I A -Z Index Help My I.&I Workplace Rights Trades & Licensing BOEING COMPANY, THE Owner or tradesperson LOHR, MICHAEL Principals LOHR, MICHAEL, SECRETARY MCNERNEY, W (JAMES), PRESIDENT (End: 01/13/2017) WOLTER, CHRISTOPHER, TREASURER (End: 01/16/2015) READ, PAUL, SECRETARY (End: 02/07/2013) SHRONTZ, F A, SECRETARY (End: 02/07/2013) GIVAN, B E, SECRETARY (End: 02/07/2013) KING, C G, SECRETARY (End: 02/07/2013) BEIGHLE, D P, TREASURER (End: 02/07/2013) COLLINS, T J, TREASURER (End: 02/07/2013) BUDINICH, T M, TREASURER (End: 02/07/2013) WOODARD, R B, TREASURER (End: 02/07/2013) CRUZE, D D, TREASURER (End: 02/07/2013) CONDIT, P M, TREASURER (End: 02/07/2013) WA UBI No. 178 005 030 100 N RIVERSIDE M/C 5003-4027 CHICAGO, IL 60606-1596 312-544-2535 Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. BOEINC*294ML Effective — expiration 07/13/1971— 01/18/2019 Bond Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 11/1/2018 VI C I \ ITY VAP PROJECT SITE FROM DOWNTOWN SEATTLE ❑❑ n 0 14-01 900 99 EXIT 158 d EXIT 157 EXIT 157 99 EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE—TACOMA AIRPORT DEVELOPMENTAL CE 599 TUKWILA \TES FROM KENT & AUBURN NO SCALE 900 SYM REVISION 9-08.2 TENANT IMPROVEMENT W5563002 BY SITTS APPROVED DATE SYM THE BOEING COMPANY BUILDING 9 08 9 08.2 TENANT IMPROVEMENT BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 AREA VAP 3UILD1\G A»HSS: 9725 EAST vAKI\AL WAY SOUTH TU<WILA, WASHI\GTO\ NO SCALE 9-08 3UILDI\G LOCATIO\ REVISION BY APPROVED DATE BKL 10.16.18 GE\HAL \OYES CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS. CODE SUIVIVAY BUILDING CODE OCCUPANCY GROUP CONSTRUCTION TYPE LOCATION ON PROPERTY FLOOR AREA (ACTUAL): BUIDLING FOOTPRINT BUILDING GROSS 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR PENTHOUSE BUIDLING HEIGHT STORIES OCCUPANT LOAD: OFFICE @ 1 TO 100SF MECH/STORAGE @ 1 TO 300SF OTHER @ 1 TO 100SF HANDICAPPED REQUIREMENTS FIRE PROTECTIONS SEPARATION EXTERIOR WALL (NON—BEARING) INTERIOR WALLS (NON—BEARING) INTERIOR WALLS (BEARING) STRUCTURAL FRAME FLOORS STAIR ENCLOSURES SHAFT ENCLOSURES ELEVATOR SHAFT CORRIDORS ROOF ROOFING CONSTRUCTION SEISMIC ZONE DESIGN LOADS: ROOF — SNOW LIVE FLOOR OFFICE (LIVE) DEAD MECH & STORAGE STAIRS & CORRIDOR WIND 2015 INTERNATIONAL BUILDING CODE B BUSINESS (GROUP B, PROFESSIONAL SERVICES — ENGINEERS) TYPE II—A (FORMERLY II—FR) MINIMUM 60 FT. ALL SIDES 50,207 SF (37,500SF X 2=75,000SF ALLOWABLE W/SPRINK INCR.) 253,832 SF 50,012 SF 50,207 SF 50,207 SF 50,207 SF 50,207 SF 2,992 SF 84'-1" ROOF PARAPET, 95'-3" PENTHOUSE PARAPET, 85' ALLOW 5 (5 ALLOW PER 97UBC, 5 +1=6 SPRINKLER ADD ALLOWABLE) 1ST FLR @ 340 2ND, 3RD, 4TH, 5TH @ 419 EACH BUILDING TOTAL = 2016 BARRIER FREE FULLY AUTOMATIC THROUGH—OUT F/S CLASS 1 1 HOUR UNPROTECTED (UBC & IBC) 1 HR 97UBC & 2003 IBC 2 HR 97 UBC, 1 HR 2003 IBC 2 HR 97 UBC, 1 HR 2003 IBC 2 HR 97 UBC, 1 HR 2003 IBC 2 HR 97 UBC & 2003 IBC 2 HR 97 UBC & 2003 IBC 2 HR 97 UBC & 2003 IBC 1 HR 97 UBC & 2003 IBC 1 HR 97 UBC & 2003 IBC FIRE RETARDANT: CLASS A (FM CLASS 1) CATEGORY 'D' 25 PSF 20 PSF 100 PSF 20 PSF (PARTITION) 125 PSF 100 PSF 110 MPH ARCHITECT'S INTENT: FOR 2015 IBC WORK DESIGN WILL MAINTAIN EXISTING LIKE KIND MATERIALS AND ASSEMBLIES PER 97 UBC REQUIREMENTS. eir_imy G° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN L. McVay APPROVED BY DEPT. DATE CHECKED B. Leslie ENGINEER D.Boileau CHECKED W. Jones DATE 05.04.18 05.04.18 SUBTITLE SCOPE CF W0� REMOVE NON—STRUCTURAL WALLS, DOORS, SUSPENDED ACOUSTICAL CEILING AND FLOOR FINISHES TO REPLACE WITH (13) NEW ROOMS WITH FULL HEIGHT WALLS, DOORS, CARPET FLOOR FINISH AND SUSPENDED ACOUSTICAL CEILING LOCATED ON THE 2ND FLOOR LEVEL. PROJECT AREA = 6,160 SF THE BOEING COMPANY (BOEING*294ML 01.18.2019) MARTIN R. PROBST martin.r.probst@boeing.com (206) 852-4985 PROJECT COST = $400,000 FILE COPYPermttNo.b(er Day;L Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize t` a v o,at s.n of any adopted coda or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: Dateii(, /2-0/8 Crly of T la BUILDING D1VISi IQ_I , T i 1 REQUIR D FOR: tUgoohanical 3 El ctrlcal L�Plumbing Erdas Pipits Ciiy of Tukwila ii3LiP_P17,IG DIVISION 1)1B 0X31 REVISIONS No changes s sh7,1 he made to the scope of work vr,e1r-,1,1 wicr approval of $ L \''m": a C■ ui+e'CiF. +�yg� l�DM iX 'on i W 1 4...'+� 1�1.? K3 �.'i tl inquire a new entwine., and may lir. b;, a addlanal Ott review s. RECEDED CITY OF TUKWILA OCT 18 2018 PERMIT CENTER ISSUED FOR PERMIT OCTOBER 16, 2018 COVER SHEET REVIEWED FOR CODE COMPLIANCE 0. APPROVED OCT 31 2018 ;4-Tof Tukwila BUILD NG DIVISION SITTS & HILL ENGINEERS, INC. CML • STRUCTURAL • SURVEYING - 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18035 Project Mgr.: WJJ Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION W5563002 SYMBOL DATE 10.16.18. 05.04.18 05.04.18 APPROVED APPROVED TITLE GENERAL 9-08.2 TENANT IMPROVEMENT BUILDING 9-08 SHEET Al JOB NO. W5563002 COMP NO. DEV. CENTER, WA DWG ND. 9-08-A1 HANSONTW: 05/15/06 10:08 REVISION 9-08.2 TENANT IMPROVEMENT W5563002 BY SITTS APPROVED BKL DATE 10.16.18 SYM REVISION \ RAW OF DRAW INCLUDED IN \CS ; -X SHEET NO. INCLUDED IN SET NO. SHEET NO. DRAWING TITLE REV DATE DRAWING vECHA\ICAL I-CAL ACH 9-08-2M12R 1 TECTUAL SECOND FLOOR HVAC PLAN - REMOVAL J • 9 -08 -AI Al COVER SHEET — 10.16,I8 10.16.18 • 9-08-A2 A2 SHEET INDEX — 10.16.18 O • 9-08-A3 A3 GENERAL DESIGN NOTES — 10.16.18 9-08-2M62R • 9-08-A4 A4 ICD ROOM CONSTRUCTION DETAILS — 10.16,18 2M62 t 9-08-2A01 2A01 EXITING PLAN D 10.16.18 • 9-08-2Al2R 2Al2R FLOOR PLAN - REMOVAL -- 10,16.18 • 9-08-2Al2 2Al2 FLOOR PLAN H 10.16.18 • 9-08-2A282R 2A282R REFLECTED CEILING PLAN - REMOVAL 9-08-2M262 10,16.18 — • 9-08-2A282 2A282 REFLECTED CEILING PLAN C 10.16.18 • 9-08-A351 A351 SCHEDULES 9-08-E4C 10.16.18 — • 9-08-A378 A378 INTERIOR ELEVATIONS B 10.16.18 • 9-08-A379 A379 INTERIOR ELEVATIONS B 10.16.18 • 9-08-A502 A502 MISC SECTIONS AND DETAILS B 10.16.18 • 9-08-A503 A503 MISC SECTIONS AND DETAILS B 10.16.18 • 9-08-A504 A504 MISC SECTIONS AND DETAILS B 10.16.18 W 10.16,18 Q 9-08-2E112 2E112 480Y/277V POWER PLAN SECOND FLOOR D 10.16.18 O 9-08-2E260 2E260 SMOKE DETECTION SYSTEM - SECOND FLOOR A 10.16,18 O 9-08-2E362 2E362 TELEPHONE - SECOND FLOOR C 10.16.18 O 9 -O8 -2E412 2E412 LAN SYSTEM - SECOND FLOOR C 10.16.18 O 9-08-E311B E311B LOW VOLTAGE LIGHTING CONTROL SCHEDULE SECOND FLOOR - REMOVAL REVISION 9-08.2 TENANT IMPROVEMENT W5563002 BY SITTS APPROVED BKL DATE 10.16.18 SYM REVISION \3FX OF RAW \CS INCLUDED IN SET NO. SHEET NO. DRAWING TITLE REV DATE DRAWING DRAWING vECHA\ICAL I-CAL O 9-08-2M12R 2M12R SECOND FLOOR HVAC PLAN - REMOVAL J 10.16.18 O 9-08-2MIIR 2MIIR SECOND FLOOR HVAC PLAN - REMOVAL C 10.16.18 O 9-08-2M11 2M11 SECOND FLOOR HVAC PLAN C 10.16.18 O 9-08-2M12 2M12 SECOND FLOOR HVAC PLAN J 10,16.18 O 9-08-2M62R 2M62R SECOND FLOOR PIPING PLAN - REMOVAL D 10.16.18 O 9-08-2M62 2M62 SECOND FLOOR PIPING PLAN D 10.16.18 O 9-08-M4 M4 EQUIPMENT SCHEDULES N 10.16.18 O 9-08-M529 M529 HVAC DETAILS A 10.16.18 O 9-08-2M262R 2M262R FIRE PROTECTION 2ND FLOOR PLAN - REMOVAL A 10.16.18 O 9-08-2M262 2M262 FIRE PROTECTION 2ND FLOOR PLAN A 10.16.18 10.16.18 O 9-08-E4B E46 ONE LINE DIAGRAM MAIN SWITCHGEAR SG -2 A 10.16.18 O 9-08-E4C E4C ONE LINE DIAGRAM MAIN SWITCHGEAR #2 (2ND FLR, I OF 2) B 10.16.18 O 9-08-2E6C 2E6C PAGING SYSTEM - SECOND FLOOR B 10.16.18 O 9-08-2E9C 2E9C SIGNAL REFERENCE GRID - SECOND FLOOR B REVISION 9-08.2 TENANT IMPROVEMENT W5563002 BY SITTS APPROVED BKL DATE 10.16.18 SYM REVISION BY APPROVED DATE 14 l ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENGINEER D.Boileau ss LPCP\ 0 0 NOT YET ISSUED PREVIOUSLY ISSUED, NOT IN THIS ISSUE IN THIS ISSUE PREL PRELIMINARY ISSUE FOR REVIEW OR INFORMATION ONLY NOT FOR CONSTRUCTION ORIGINAL ISSUE FOR PERMIT, BID, PROCUREMENT OR CONSTRUCTION A FRO DRAWING REVISION -SEE SPECIFIC DRAWING FOR NATURE OF REVISION FOR REFERENCE ONLY DATE 05.04.18 05.04.18 SUBTITLE Da 0,, RECEIVED CITY OF TUKWILA OCT 18 2018 PERMIT CENTER ISSUED FOR PERMIT OCTOBER 16, 2018 SHEET INDEX REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18035 Project Mgr.: WJJ Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION W5563002 SYMBOL DATE 10.16.18 05.04.18 CHECKED W. Jones 05.04.18 APPROVED APPROVED TITLE GENERAL 9-08.2 TENANT IMPROVEMENT BUILDING 9-08 SHEET A2 JOB NO. W5563002 COMP NO. DEV. CENTER, WA DWG NO. 9-08-A2 \:ix \GS OF DRAW INCLUDED IN SET NO. SHEET NO. DRAWING TITLE REV DATE DRAWING ELECT I-CAL O 9-08-E4CR E4CR ONE LINE DIAGRAM MAIN SWITCHGEAR #2 (2ND FLR, I OF 2) B 10.16.18 O 9-08-2E6BR 2E6BR PAGING SYSTEM - SECOND FLOOR - REMOVAL D 10.16.18 O 9-08-2E6CR 2E6CR PAGING SYSTEM - SECOND FLOOR - REMOVAL B 10.16.18 O 9-08-2E9CR 2E9CR SIGNAL REFERENCE GRID - SECOND FLOOR - REMOVAL B 10.16,18 O 9-08-2E12R 2E12R SECOND FLOOR LIGHTING PLAN - REMOVAL K 10.16.18 O 9-08-2E62R 2E62R 208Y/120V POWER PLAN - REMOVAL W 10,16.18 O 9-08-2E112R 2E112R 480Y/277V POWER PLAN SECOND FLOOR - REMOVAL D 10.16 18 O 9-08-2E362R 2E362R TELEPHONE SECOND FLOOR - REMOVAL C 10.16.18 O 9-08-2E412R 2E412R LAN SYSTEM SECOND FLOOR - REMOVAL C 10.16.18 O 9-08-E311BR E3118R LOW VOLTAGE LIGHTING CONTROL SCHEDULE SECOND FLOOR - REMOVAL B 10.16.18 O 9-08-E4B E46 ONE LINE DIAGRAM MAIN SWITCHGEAR SG -2 A 10.16.18 O 9-08-E4C E4C ONE LINE DIAGRAM MAIN SWITCHGEAR #2 (2ND FLR, I OF 2) B 10.16.18 O 9-08-2E6C 2E6C PAGING SYSTEM - SECOND FLOOR B 10.16.18 O 9-08-2E9C 2E9C SIGNAL REFERENCE GRID - SECOND FLOOR B 10.16.18 O 9-08-2E11 2E11 SECOND FLOOR LIGHTING PLAN C 10.16.18 O 9-08-2E12 2E12 SECOND FLOOR LIGHTING PLAN K 10.16,18 O 9-08-2E62 2E62 208Y/120V POWER PLAN W 10.16,18 Q 9-08-2E112 2E112 480Y/277V POWER PLAN SECOND FLOOR D 10.16.18 O 9-08-2E260 2E260 SMOKE DETECTION SYSTEM - SECOND FLOOR A 10.16,18 O 9-08-2E362 2E362 TELEPHONE - SECOND FLOOR C 10.16.18 O 9 -O8 -2E412 2E412 LAN SYSTEM - SECOND FLOOR C 10.16.18 O 9-08-E311B E311B LOW VOLTAGE LIGHTING CONTROL SCHEDULE SECOND FLOOR - REMOVAL B 10,16,18 O 9-08-E313 E313 LIGHTING SCHEDULE AND DETAILS F 10,16.18 O 9-08-E527 E527 SHIELDING AND TEMPEST ROOM REQUIREMENTS A 10.16.18 O 9 -OS -E528 E528 SHIELDING AND TEMPEST ROOM REQUIREMENTS A 10.16.18 O 9-08-E529 E529 SHIELDING AND TEMPEST ROOM REQUIREMENTS A 10.16,18 O 9-08-E530 E530 LIGHTING CONTROL WIRING A 10.16.18 O 9-08-E531 E531 ENLARGED PLAN DETAILS - 10.16.18 BY APPROVED DATE 14 l ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENGINEER D.Boileau ss LPCP\ 0 0 NOT YET ISSUED PREVIOUSLY ISSUED, NOT IN THIS ISSUE IN THIS ISSUE PREL PRELIMINARY ISSUE FOR REVIEW OR INFORMATION ONLY NOT FOR CONSTRUCTION ORIGINAL ISSUE FOR PERMIT, BID, PROCUREMENT OR CONSTRUCTION A FRO DRAWING REVISION -SEE SPECIFIC DRAWING FOR NATURE OF REVISION FOR REFERENCE ONLY DATE 05.04.18 05.04.18 SUBTITLE Da 0,, RECEIVED CITY OF TUKWILA OCT 18 2018 PERMIT CENTER ISSUED FOR PERMIT OCTOBER 16, 2018 SHEET INDEX REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18035 Project Mgr.: WJJ Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION W5563002 SYMBOL DATE 10.16.18 05.04.18 CHECKED W. Jones 05.04.18 APPROVED APPROVED TITLE GENERAL 9-08.2 TENANT IMPROVEMENT BUILDING 9-08 SHEET A2 JOB NO. W5563002 COMP NO. DEV. CENTER, WA DWG NO. 9-08-A2 GENERAL DESIGN NOTES (GDN) BUILDING CODE AND SPECIFICATIONS: ALL CODE REFERENCES HEREAFTER SHALL CORRESPOND TO THE FOLLOWING EDITIONS WITH STATE OF WASHINGTON AND CITY OF TUKWILA AMENDMENTS TO BE USED, U.N.O.: EDCfION 2015 ICC/ANSI A117.1-03 2015 2015 2015 2015 2011 2015 ASCE 31-03 ASCE/SEI 41-06 ASCE/SEI 7-10 MATERIAL STEEL WELDING COLD FORMED STEEL CODE INTERNATIONAL BUILDING CODE ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES INTERNATIONAL MECHANICAL CODE INTERNATIONAL FIRE CODE INTERNATIONAL PLUMBING CODE INTERNATIONAL ENERGY CONSERVATION CODE NATIONAL ELECTRICAL CODE INTERNATIONAL FUEL GAS CODE SEISMIC EVALUATION OF EXISTING BUILDINGS SEISMIC REHABILITATION OF EXISTING BUILDINGS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES CODE EDfTION 14TH EDITION OF (AISC) STEEL CONSTRUCTION MANUAL. STRUCTURAL WELDING CODE — STEEL, (AWS) D1.1-15. 2012 (AISI) NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), WITH CITY OF TUKWILA AMENDMENTS SHALL BE USED AND SUPPLEMENTED WITH ASCE 7-10. (AISC) MANUAL OF STEEL CONSTRUCTION — 14TH EDITION. (AWS) STRUCTURAL WELDING CODE / STEEL — AWS D1.1-11. CONCRETE (ACI 318)-11. REINFORCING 2004 ACI DETAILING MANUAL (ACI SP -66). AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM) STANDARDS. LOADS: LIVE LOAD = 100 PSF WIND LOAD (INTERIOR STRUCTURE) = 5 PSF SEISMIC COEFFICIENTS FOR LATITUDE. 47.5163 DEGREES, LONGITUDE —122.2986 DEGREES AND SITE CLASS "D", BUILDING DESIGN CATEGORY "D": Ss = 1.515, S1 = 0.573 Sds = 1.010, Sd1 = 0.573 GENERAL: THE CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS. ALL NEW CONSTRUCTION SHALL COMPLY WITH THE 2015 IBC (WITH STATE OF WASHINGTON AMENDMENTS) CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS OR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA, U.N.O. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL COORDINATE ALL DETAILS. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL ARCHITECTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE OWNER. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY, U.N.O. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL ARCHITECTURAL NOTES AND/OR SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. PLAN DIMENSIONS SHOWN ARE TAKEN TO FACE OF STUD OR FACE OF CONCRETE U.N.O. HEIGHTS SHOWN OR NOTED AFF (ABOVE FINISH FLOOR) ARE TO BE MEASURED FROM TOP OF FINISH FLOORING MATERIAL DO NOT SCALE DRAWINGS. IF UNABLE TO LOCATE DIMENSIONS FOR ANY ITEM OF WORK, CONSULT OWNER FOR DIRECTION BEFORE PROCEEDING. IF DRAWINGS MEASURE LESS THAN 24" x 36", PRINTS ARE REDUCED FROM ORIGINALS. DETAILS SHOWN ON CONSTRUCTION DOCUMENTS SHALL BE INCORPORATED INTO THE PROJECT AT ALL APPROPRIATE LOCATIONS WHETHER SPECIFICALLY REFERENCED AT EACH LOCATION OR NOT. ADJUNCT CONSTRUCTION THE EMBEDMENT OR PASSAGE OF PIPING, ELECTRICAL CONDUIT, DUCTWORK AND OTHER MATERIALS THAT WOULD REDUCE THE STRENGTH OF ROOFS AND/OR FRAMING IS NOT PERMITTED UNLESS THE WORK IS DONE IN ACCORDANCE WITH THE STANDARD DETAILS SHOWN ON THE CONSTRUCTION DOCUMENTS. THIS WORK MUST BE REVIEWED BY THE OWNER PRIOR TO CLOSING IN AND /OR CASTING. SEE STANDARD DETAILS AND PROJECT MANUAL FOR THE RELATIONSHIP OF UNDERGROUND CONDUIT AND PIPING TO FOUNDATIONS, FOR OPENINGS, FOR PIPING IN WALLS AND OTHER SPECIAL CONDITIONS REQUIRED FOR THIS PROJECT. WHERE PLAN NOTES CALL FOR THE CONTRACTOR TO INSTALL SPECIAL ITEMS, IT IS TO BE EXPLICITLY UNDERSTOOD THAT THE CONTRACTOR IS TO ALSO PROVIDE THAT ITEM AND ALL ACCESSORY EQUIPMENT REQUIRED TO INSTALL THAT ITEM(S). IF ITEM IS TO BE PROVIDED BY OWNER, IT WILL BE SO INDICATED. CONTRACTOR SHALL REPAIR ALL CONSTRUCTION DAMAGE NOT LIMITED TO GRASS, PAVED . AREAS AND OTHER ITEMS TO PRE—CONSTRUCTION CONDITION FROM DAMAGE DURING CONSTRUCTION. PROVIDE PHOTOGRAPHS PRIOR TO STARTING WORK AND DELIVER TO OWNER. REVISION BY APPROVED DATE SYM CHANGES TO THE APPROVED DRAWINGS AND PROJECT MANUAL SHALL BE MADE BY AN ADDENDA OR CHANGE ORDER SIGNED BY THE OWNER. THE ELECTRICAL, PLUMBING, AND MECHANICAL DRAWINGS ARE DIAGRAMMATIC ONLY. DO NOT SCALE THE DRAWINGS TO DETERMINE THE LOCATION OF PROPOSED EQUIPMENT, OUTLETS, OR OTHER ITEMS. SEE SCHEDULES, DETAILS, AND CONSTRUCTION DOCUMENTS FOR MOUNTING HEIGHTS OF ACCESSORIES. MAINTAIN FIRE RESISTANCE RATING OF RATED ASSEMBLIES BEHIND RECESSED WALL ACCESSORIES, INCLUDING FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, MISCELLANEOUS ACCESSORIES, ELECTRICAL JUNCTION BOXES, AND OTHER ITEMS WHERE OCCURRING. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS THAT THE WORK OF THE CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE APPLICABLE CODES. SHOULD ANY EXISTING CONDITIONS SUCH AS DETERIORATION OR NONCOMPLYING CONSTRUCTION BE DISCOVERED WHICH IS NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISH WORK WILL NOT COMPLY WITH THE APPLICABLE CODES, A CHANGE ORDER OR SEPARATE SET OF PLANS AND SPECIFICATIONS, DETAILING AND SPECIFYING THE REQUIRED WORK, SHALL BE SUBMITTED TO AND APPROVED BY THE AGENCY HAVING JURISDICTION. MAINTAIN FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL FIRE CODE. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON CONTRACTOR'S REVIEW. VERIFY ALL DIMENSIONS WITH OWNER. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DOCUMENTS SHALL BE CLOUDED BY MANUFACTURER OR FABRICATOR. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT DOCUMENTS AT ANY TIME BEFORE OR AFTER SHOP DRAWING REVIEW. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER SHALL NOT BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE ITEMS ARE CONSTRUCTED TO CONTRACT DOCUMENTS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. JOINT PROTECTION: FOR SEALING PERIMETER JOINTS OF GYPSUM BOARD PARTITIONS TO REDUCE SOUND TRANSMISSION. PROVIDE JOINT SEALANTS FOR INTERIOR APPLICATIONS THAT ESTABLISH AND MAINTAIN AIRTIGHT AND WATER—RESISTANT CONTINUOUS JOINT SEALS WITHOUT STAINING OR DETERIORATING JOINT SUBSTRATES. PROVIDE JOINT SEALANTS, BACKINGS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY SEALANT MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. DOW CORNING CORPORATION OR APPROVED EQUAL HOLLOW METAL FRAMES: 16 GAUGE COLD ROLLED STEEL FRAMES. CORNER CONSTRUCTION: WELD FULL DEPTH AND FACE, GRIND SMOOTH AND RE—PRIME. WELD INCLUDES FACES, RABBETS, SOFFIT AND STOPS. STANDARD HOLLOW METAL FRAMES: STEELCRAFT MANUFACTURING CO., CINCINNATI, OHIO CURRIES . CO., MASON CITY, IOWA CECO CORP., OAKBROOK, ILLINOIS ATTACHMENT TO DRYWALL CONSTRUCTION: MANUFACTURER'S STANDARD COMPRESSION TYPE FOR DRYWALL TYPE FRAME. STEEL OR WOOD STUD TYPE TO ACCOMMODATE FRAME JAMB DEPTH AND FACE DIMENSION ON WELDED TYPE FRAME. FLUSH DOORS: FLUSH INTERIOR DOORS: SOLID CORE. THICKNESS: 1-3/4 INCHES CORE: WOOD BASED PARTICLE BOARD. SURFACE: MEDIUM DENSITY OVERLAY (MDO) PERFORMANCE DUTY LEVEL: HEAVY DUTY. QUALITY GRADE: PREMIUM. FINISH: STAIN/SEAL TO MATCH ADJACENT DOORS. ICD 705 SCIF SOUND DOOR (STC -51) / RADIO FREQUENCY SHIELDED DOOR ASSEMBLIES GREATER OR EQUAL TO 60dB OF SHIELDING EFFECTIVENESS IN THE ELECTRIC, PLANEWAVE, AND MICROWAVE FIELDS IN THE FREQUENCY RANGE OF 1 KHz TO 18 GHz. INCLUDE KREIGER DOOR HARDWARE FOR STC/RF SHIELDED STEEL DOOR ASSEMBLIES. GYPSUM BOARD ASSEMBLIES: INTERIOR GYSUM WALLBOARD PANEL SIZE: PROVIDE IN MAXIMUM LENGTHS AND WIDTHS AVAILABLE THAT WILL MINIMIZE JOINTS IN EACH AREA AND CORRESPOND WITH SUPPORT SYSTEM INDICATED. STANDARD GYPSUM BOARD: PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT NOT LIMITED TO THE FOLLOWING: GEORGIA—PACIFIC GYPSUM LLC; TOUGHROCK. CORE: 5/8 INCH, TYPE X. LONG EDGE: TAPERED. TRIM ACCESSORIES INTERIOR TRIM: ASTM C1047. MATERIAL: GALVANIZED OR ALUMINUM—COATED STEEL SHEET, ROLLED ZINC, PLASTIC, OR PAPER—FACED GALVANIZED STEEL SHEET. SHAPES: CORNERBEAD: USE AT OUTSIDE CORNERS. LC—BEAD (J—BEAD): USE AT EXPOSED PANEL EDGES. REVISION BY APPROVED DATE 9-08.2 TENANT IMPROVEMENT W5563002 SITTS BKL 10.16.18 NON—STRUCTURAL METAL FRAMING: METAL STUD FRAMING AND ACCESSORIES AT INTERIOR LOCATIONS. SCAFCO STEEL STUD COMPANY, OR APPROVED EQUAL ACOUSTICAL PANEL CEILING: CEILINGS CONSISTING OF ACOUSTICAL PANELS AND EXPOSED SUSPENSION SYSTEMS. MATCH EXISTING. CEILING SUSPENSION SYSTEMS USED PRIMARILY TO SUPPORT ACOUSTICAL TILE PANELS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF IBC 2015. CARPET: TILE CARPET DIRECT—GLUED TO SUBSTRATE. MOHAWK COMMERCIAL CARPET — GT157 EMERGING LIGHTS II, COLOR: 898 GALACTIC FUSION BONDED, MANUFACTURED IN ONE COLOR DYE LOT, 24"X24" NOMINAL. COLORS: AS SELECTED FROM MANUFACTURER'S STANDARD COLORS. REDUCER: MERCER IMPERIAL 700. ADHESIVE: AS RECOMMENDED BY MANUFACTURER FOR DIRECT GLUE—DOWN INSTALLATIONS. INSTALLATION: MONOLITHIC WITH ARROWS POINTED TO NORTH. PAINT AND COATING: INCLUDES SURFACE PREPARATION AND FIELD APPLICATION OF PAINTS. ALL PAINT TO SUPPLIED BY: GLIDDEN PROFESSIONAL 22643 83RD AVENUE SOUTH SUITE E&F KENT, WASHINGTON 98032 SURFACES: CORRECT DEFECTS AND CLEAN SURFACES CAPABLE OF AFFECTING WORK OF THIS SECTION. REMOVE OR REPAIR EXISTING COATINGS EXHIBITING SURFACE DEFECTS. PAINT COLOR SCHEDULE: MARK MANUFACTURER COLOR (SIZE) SHEEN LOCATION PT-1 GLIDDEN PROFESSIONAL DELICATE WHITE PPG1001-1 EGGSHELL FIELD COLOR— ALL INTERIOR WALLS AND CEILINGS UNLESS OTHERWISE NOTED. PT -2 GLIDDEN PROFESSIONAL DELICATE WHITE PPG1001-1 LOW LUST DEMOUNTABLE PARTITION DOOR FRAMES PT -3 GLIDDEN PROFESSIONAL DOVER GRAY PPG1001-5 LOW LUST HOLLOW METAL DOORS AND FRAMES PT -4 GLIDDEN PROFESSIONAL WHITE ON WHITE EGGSHELL HALLWAY COLOR — INTERIOR WALLS PT -5 GLIDDEN PROFESSIONAL CANYON BLUE PPG1155-6_ EGGSHELL ACCENT COLOR PT -6 GLIDDEN PROFESSIONAL SERENE STREAM PPG1154-5 EGGSHELL ACCENT COLOR PT -7 GLIDDEN PROFESSIONAL STORMY PPG10-14 EGGSHELL ACCENT COLOR JZAISED FLOOR SYSTEM: HIGH PRESSURE LAMINATE (GRAY STARLITE) DEFERRED SUBMITTALS: SHOP DRAWING SUBMITTALS REQUIRED BY THESE GENERAL ARCHITECTURAL NOTES WHICH CONTAIN DESIGN CALCULATIONS SEALED BY A REGISTERED ENGINEER OTHER THAN THE ENGINEER OF RECORD SHALL BE SUBMITTED PRIOR TO CONSTRUCTION TO THE BUILDING OFFICIAL FOR REVIEW. THE DOCUMENTS WILL FIRST BE REVIEWED BY THE OWNER AND ENGINEER OF RECORD AND DETERMINED TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN. THESE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE BUILDING OFFICIAL HAS APPROVED THEIR DESIGN AND SUBMITTAL DOCUMENTS. THE FOLLOWING ITEMS SHALL BE SUBMITTED PER THIS SECTION: AUTOMATIC SPRINKLER SYSTEM DOOR HARDWARE PACKAGE 1A NOT USED PACKAGE 1B SOUND (STC -51) OUSWING DOORS KRIEGER — NC3-17C-8951 FULL COMPLEMENT OF SEALS (NC -3 TOP, JAMB AND AUTOMATIC DOOR BOTTOM), THRESHOLD, "Z" CLIPS, "L" CUPS BY KRIEGER CAM LIFT HINGES (2) BY KRIEGER CAM LIFT ELECTRIC HINGE BY KRIEGER NEED PATHWAY FROM ELECTRIC HINGE TO LOCKSET BY KRIEGER CLOSER BY GENERAL CONTRACTOR GROUTED FRAME BY GENERAL CONTRACTOR GENERAL CONTRACTOR TO PROVIDE PATHWAY FROM ELECTRICAL HINGE TO INSIDE OF ROOM. SARGENT — GREENLEAF — 2890B-523 SUPPLIED AND INSTALLED BY KREIGER SARGENT — GREENLEAF — SLIM ESCUTCHEON PLATE — 2890-632 — SUPPLIED AND INSTALLED BY KREIGER BADGE READER — SUPPLIED AND INSTALLED BY BOEING PACKAGE 1C SOUND (STC -51) EXIT DOORS KRIEGER — NC3-17C-8951 FULL COMPLEMENT OF SEALS (NC -3 TOP, JAMB AND AUTOMATIC DOOR BOTTOM), THRESHOLD, "Z" CLIPS, "L" CLIPS BY KRIEGER CAM LIFT HINGES (2) BY KRIEGER CLOSER BY GENERAL CONTRACTOR GROUTED FRAME BY GENERAL CONTRACTOR EXIT DEVICE: SARGENT — GREENLEAF — 2890B-543 SUPPLIED AND INSTALLED BY KREIGER BADGE READER — SUPPLIED AND INSTALLED BY BOEING PACKAGE 2A RF TEMPEST/SOUND (STC -51) INSWING DOORS KRIEGER — RFI-60—STC-51 FULL COMPLEMENT OF SEALS (NC -3 TOP, JAMB AND AUTOMATIC DOOR BOTTOM), THRESHOLD, "Z" CLIPS, "L" CLIPS BY KRIEGER CAM LIFT HINGES (2) BY KRIEGER CAM LIFT ELECTRIC HINGE BY KRIEGER NEED PATHWAY FROM ELECTRIC HINGE TO LOCKSET BY KRIEGER CLOSER BY GENERAL CONTRACTOR GROUTED FRAME BY GENERAL CONTRACTOR GENERAL CONTRACTOR TO PROVIDE PATHWAY FROM ELECTRICAL HINGE TO INSIDE OF ROOM. SARGENT — GREENLEAF — 2890B-523 SUPPLIED AND INSTALLED BY KREIGER SARGENT — GREENLEAF SLIM ESCUTCHEON PLATE — 2890-632 — SUPPLIED AND INSTALLED BY KREIGER BADGE READER — SUPPLIED AND INSTALLED BY BOEING PACKAGE 2B NOT USED PACKAGE 2C NOT USED ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN L McVay APPROVED BY DEPT. DATE CHECKED B. Leslie ENGINEER D.Boileau DATE 05.04.18 05.04.18 05.04.18 SUBTITLE �5l RECEIVED CITY OF TUKWILA OCT 18 2018 PERMIT CENTER ISSUED FOR PERMIT OCTOBER 16, 2018 GENERAL DESIGN NOTES REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474-9449 http://www.sitts-hill-engineers.com/ TACOMA, WA. 98409 FAX: (253) 474-9449 Project No.: 18035 Project Mgr.: WJJ Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION W5563002 SYMBOL DATE 10.16.18 CHECKED W. Jones 05.04.18 APPROVED APPROVED TITLE GENERAL 9-08.2 TENANT IMPROVEMENT BUILDING 9-08 DEV. CENTER, WA SHEET A3 JOB NO. DWG NO. 160652-02 9-08-A3 COMP NO. HANSONTW: 05/15/06 ICD ROOM CONSTRUCTION DETAILS THE CERTIFIED TEMPEST TECHNICAL AUTHORITY (CTIA) HAS SPECIFIED THE FOLLOWING REQUIREMENTS: 1. FOIL LINED WALLBOARD 2. FILTERS (EACH ROOM SEPARATELY FILTERED, ASSUMING 100DB ISOLATION). 3. IDENTIFY AND SEPARATE ALL RED/BLACK, TELEPHONE LINES, SIGNAL LINES, ALARM LINES ETC. 4. GROUND EVERYTHING, INCLUDING DOOR FRAME. 5. ENSURE ALL DUCTS/VENTS ARE LINED/BREAK WHATEVER WORKS BEST (NON-CONDUCTIVE) THIS DOCUMENT WILL DETAIL HOW TO INSTALL THE SHIELD AND HANDLE PENETRATIONS THROUGH THAT SHIELD. IT SEEMS UNREASONABLE TO SHIELD THE ROOM BUT IGNORE HOLES/GAPS IN THE SHIELD WHICH WOULD OCCUR WHEN DRILLING HOLES FOR POWER, HVAC, SPRINKLER, COMMUNICATIONS, AND OTHER PENETRATIONS. THEREFORE, WE WILL ATTEMPT TO IMPLEMENT A SOLUTION THAT IS RF TIGHT, BUT NOT REQUIRED TO MEET ANY SPECIFIC LEVELS OF ATTENUATION. THE GOAL IS TO HAVE 50 DB OF SHIELD ATTENUATION FROM 1 MHZ TO 10 GHZ. WE MUST ALSO MAINTAIN SECURITY INTEGRITY, BOTH PHYSICAL AND ACOUSTIC. THE FOLLOWING PENETRATIONS ARE KNOWN TO BE REQUIRED AND CREATE POSSIBLE SHIELDING LEAKS IF NOT INTENTIONALLY IMPLEMENTED TO PREVENT THIS: • AC POWER • ANALOG PHONE LINES • ETHERNET LINES FIBER-OPTIC CABLING OUTSIDE CABLE PATHWAY HVAC CONTROLS • HVAC REFRIGERANT LINES • HVAC AIR DUCTS • ENTRY DOOR • SPRINKLER PIPE • DRYWALL SCREWS CONSTRUCTION DETAILS TO ENSURE SHIELD INTEGRITY AT PENETRATIONS: THE GENERAL SOLUTION FOR PENETRATIONS IS TO USE A GALVANIZED STEEL PLATE SCREWED TO THE INTERIOR STUDS AT EACH UTILITY PENETRATION POINT. THIS MUST BE INSTALLED DIRECTLY TO THE WALL STUDS PRIOR TO INTERIOR DRYWALL. DETAILS FOLLOW BELOW. SEQUENCE OF INSTALL (ICD CLOSETS) 1. FRAME WALLS, DOOR FRAME, AND CEILING. 2. ADD HORIZONTAL BLOCKING FOR HVAC DUCT PASS THROUGHS. PHOTOGRAPH ALL FRAMING FROM INTERIOR. 3. INSTALL GALVANIZED STEEL PLATES ON INTERIOR STUDS OF ICD ROOMS AT UTILITY PENETRATION POINTS (TYPICALLY HIGH ON WALL). 4. INSTALL EXTERIOR DRYWALL AROUND ICD SPACE (LEAVE COMMON WALL BARE). 5. INSTALL FILTERS ON EXTERIOR WALL AND THROUGH THEIR PENETRATION PLATES. 6. INSTALL SLEEVES AND OTHER PENETRATIONS THROUGH STEEL PENETRATION PLATES. PHOTOGRAPH ALL OF THE INTERIOR. 7. INSULATE WALL. PHOTOGRAPH (BE SURE TO CAPTURE INSULATION RETENTION ANCHORS). 8. INSTALL 1ST LAYER OF INTERIOR DRYWALL. ACOUSTIC SEAL AROUND STEEL PENETRATION PLATES AND ANY EDGE DRYWALL EDGE GAPS. MARK STUDS. PHOTOGRAPH. 9. INSTALL HVAC WAVEGUIDES AND DUCT STUB FROM INSIDE WALL TO OUTSIDE. 10. INSTALL SHEET METAL CEILING AND FLOOR, THEN INSTALL FOIL AT WALLS. USE CONDUCTIVE SEAMING TAPE AT SHEET METAL TO FOIL JOINT AND AT ALL SEAMS. 11. CONNECT 34" BRASS ROOM GROUND STUD TO EARTH GROUND (STRUCTURAL STEEL). 12. RUN A BONDING JUMPER FROM ROOM GROUND TO DOOR FRAME (MAY NEED TO BE TEMPORARILY REMOVED WHILE 2ND LAYER OF DRYWALL IS INSTALLED). 13. INSTALL DOOR IF NOT INSTALLED. BOEING RF GROUP CAN ASSIST WITH SOME RF SHIELDING IMPROVEMENT IDEAS TO THE STC DOOR FRAME/DOOR INTERFACE. 14. CAP OFF PIPE SLEEVE PENETRATIONS HAVING NO PIPES, WITH METAL CAPS. 15. HAVE BOEING RF GROUP TEST SHIELDING AND FIX THE EASY LEAKS. 16. INSTALL SECOND LAYER OF INTERIOR DRYWALL. TAPE, MUD, AND PAINT. MARK CEILING STUDS. 17. INSTALL RAISED ACCESS FLOOR FRAMING AND PANELS OVER SHEET METAL FLOORING. SEAL OVER ANCHORS AND PEDESTALS DOWN TO FLOOR SHIELD WITH CONDUCTIVE SEAMING TAPE. 18. INSTALL POWER, LIGHTS, HVAC, ALARMS, ETC IN ICD ROOMS. 19. RUN BONDING BRAIDS FROM SINGLE POINT GROUND TO EACH STEEL PLATE AND DOOR FRAME. PHOTOGRAPH ALL OF INTERIOR. 20. RUN GROUNDING JUMPERS FROM STEEL PLATE TO METAL UTILITIES - HVAC LINES, SPRINKLER PIPE, AND ANYTHING ELSE REQUIRING GROUNDING. PHOTOGRAPH. 21. REPEAT BOEING RF TEST AND DOCUMENT RESULTS. CONSTR CTION DETAILS: THE FOLLOWING ILLUSTRATIONS ARE INTENDED TO BE A POSSIBLE SOLUTION. MANY OTHER SOLUTIONS ARE POSSIBLE, SO TREAT THIS AS A GUIDE AND NOT A MANDATE EXCEPT FOR THE FOIL WHICH MUST NOT BE SUBSTITUTED (PART# 1800-48-125S). FOLLOW THIS PROCEDURE FOR SHIELD INSTALLATION GUIDANCE WITH THE FOLLOWING MODIFICATIONS: http: //www.ultrantscifbarrier.com/ultra-nt-scif-barrier-solid-p/ultra-nt.htm • INSTALL OVER DRYWALL AND DO NOT STAPLE. USE ADHESIVE TO ATTACH TO BUILDING SURFACES AND AVOID GETTING ADHESIVE BETWEEN OVERLAPPING FOIL CONTACT POINTS OR WHERE FOIL WILL BE TAPED. • OVERLAP ADJACENT SHEETS BY 6" AND WRAP AROUND ADJACENT SURFACES 8". SEAL WITH 4" ELECTRICALLY CONDUCTIVE PSA FOIL SEAMING TAPE CENTERING OVER SEAM LINE. • WRAP WALLS FIRST HORIZONTALLY COMPLETELY WRAPPING THE ROOM AND BENDING AROUND CORNERS. BE SURE TO OVERLAP CEILING AND FLOOR BY 8" AND ADJACENT SHEETS BY 6". • RUN CEILING AND FLOOR SHEETS LONG WAYS (NORTH -SOUTH IN THIS APPLICATION) STOPPING SHORT OF THE WALLS BY 2" WHILE OVERLAPPING THE FOIL WRAPPED FROM THE WALLS BY 6". OVERLAP THE ADJACENT CEILING OR FLOOR FOIL SHEETS APPROX. 6". • INTERIOR CONDUIT CLAMPS, ELECTRICAL BOXES, LIGHTS, PIPE HANGERS, ETC. MUST ALWAYS SCREW INTO A STUD (SO MARK STUD LINES ON FLOOR AND CEILING) OR USE AN ADHESIVE TYPE CLAMP. CONSIDER INSTALLING STRUT ON WALLS OR CEILING IF UTILITIES AND LIGHTS CAN'T HANG ON A CEILING JOIST OR WALL STUD. FOIL SHIELD INSTALLATION SHALL BEGIN AT THE TOP OF THE WALL AND PROGRESS DOWNWARD. SEAMS BETWEEN ADJACENT SHEETS OF FOIL SHALL BE "Z -FOLDED" IN ACCORDANCE WITH THE FOLLOWING: • ADHERE FOIL TO WALL, BUT DO NOT APPLY ADHESIVE TO THE BOTTOM 3" OF FOIL OR WALL OR ANY OVERLAPPING METAL/FOIL AREAS UNTIL "Z -FOLD" IS COMPLETED. • FOLD UP BOTTOM 3" OF FOIL AND THEN LAY IT BACK DOWN. • PLACE SECOND SHEET OF FOIL BUTTED TO THIS BOTTOM EDGE, AND SEAM BUTTED EDGES TOGETHER WITH AL5 SEAMING TAPE ON ONE SIDE. • FOLD SECOND SHEET UPWARDS AND AT 1" PAST TAPE LINE FOLD, THEN FOLD THE SHEET DOWN (TAPE SEAM AND 1" PAST SHOULD REMAIN FLAT ON WALL). • APPLY ADHESIVE TO WALL SURFACE TO THE LOWER 3" OF UPPER SHEET AND ALL BUT BOTTOM 3" OF LOWER FOIL SHEET TO ADHERE TO WALL. • TAPE OVER EXPOSED "Z -FOLD" SEAM TO DOUBLE SEAL. • SEE DETAIL 4/A505 FOR ADDITIONAL INFORMATION. SCREW MISSES AND SHIELD DAMAGE: SCREWS USED TO ATTACH DRYWALL TO STUDS OR ITEMS TO THE WALLS MUST BE CONDUCTIVE AND PENETRATE A STUD. A SCREW THAT MISSES A STUD WILL NOT BE GROUNDED AND WILL ACT AS A PASSIVE RADIATOR THROUGH THE SHIELD WHICH IS MUCH WORSE THAN A SMALL HOLE. THIS MUST BE AVOIDED AND MITIGATED IF IT OCCURS. ANY SCREWS THAT MISS A STUD SHOULD BE REMOVED, PLACED BACK INTO THE SAME HOLE, AND REORIENTED TO ATTEMPT TO PENETRATE THE STUD. MINOR MANGLING OF THE SHIELD FOIL DUE TO MULTIPLE SCREW INSERTIONS SHOULD NOT BE A MAJOR ISSUE. IF THE STUD CANNOT BE HIT WITH THE SCREW, THEN DO THE FOLLOWING: • USE A PLUG CUTTER OR SIMILAR TOOL TO CUT A HOLE IN THE TOP DRYWALL LAYER ONLY, TO EXPOSE THE FOIL - DO NOT CUT INTO THE FOIL. USE A DEPTH CONTROL DEVICE ON THE CUTTER IF POSSIBLE. HOLE DIAMETER TO BE APPROX. DOUBLE THAT OF THE SCREW DIAMETER, OR WHATEVER IS NEEDED TO EXPOSE ENOUGH FRESH FOIL. • CLEAN AND FLATTEN THE REMNANTS OF THE FOIL SURFACE. • FIND A GALVANIZED NAIL WITH A HEAD DIAMETER NEAR THAT OF THE PLUG HOLE DIAMETER (BOX OR ROOFING NAIL). CUT THE NAIL SHANK LENGTH TO 1/2". IF A LARGE HOLE WAS CUT, USE FOIL SEAMING TAPE INSTEAD OF A NAIL. • SQUIRT RF CAULK INTO THE SCREW HOLE AND APPLY TO UNDERSIDE OF NAIL HEAD. • FIRMLY PUSH THE NAIL INTO SCREW HOLE UNTIL THE HEAD IS TOUCHING THE FOIL • AFTER CAULK FIRMS UP, FILL THE PLUG HOLE WITH DRYWALL MUD. IF THE SHIELD GETS PUNCTURED OR SLIT BEFORE IT IS COVERED WITH DRYWALL, TAPE OVER HOLES OR CUTS WITH 4" CONDUCTIVE PSA SEAMING TAPE. BE SURE FOIL SURFACE IS CLEAN AND FIRMLY ROLL THE TAPE TO ADHERE IT TO THE FOIL. PARTS UST: THE FOLLOWING MATERIALS SHOULD MEET THE REQUIREMENTS FOR THIS DESIGN. OTHER MATERIALS AND METHODS MAY BE SUBSTITUTED IF THEY MEET BOTH THE RF AND SECURITY REQUIREMENTS. PENETRATION PLATE GALVANIZED STEEL 1/8", 24X48, MCMASTER 8943K32 https: //www.mcmaster.com/#standard-steel-sheets/=1b5rIp7 1/2" SQUARE STAINLESS STEEL TUBING, MCMASTER 89825K31 https: //www.mcmaster.com/#standard- stainless- steel- structural- tubing/=1b5jopg 10 X 1 1/4 SELF DRILLING COUNTERSUNK STAINLESS STEEL SCREWS, MCMASTER 94195A177 https: //www.mcmaster.com/#tapping-screws/=1b5 jsgd ROOM GROUND AND BONDING BRAIDS 1/2-13 BRASS THREADED ROD, 1', MCMASTER 93025A295 https: //www.mcmaster.com/#threaded-rods/=1b5jila 1/2" BRASS WASHERS, MCMASTER 92916A420 https://www.mcmaster.com/#standard-washers/=1b51tj4 1/2" BRONZE LOCK WASHERS, MCMASTER 93496A433 https: //www.mcmaster.com/#standard-washers/=1b78sib 1/2-13 BRASS HEX NUTS, MCMASTER 92676A470 https://www.mcmaster.com/#hex-nuts/=1b5lupk GROUNDING BRAID, 2/0 EQUIVALENT, MCMASTER 69925K43 https: //www.mcmaster.com/#bonding-and- grounding- equipment/=1b9aI7j AC POWER FILTER 208/120V 60HZ 60A 3 PHASE (4 FILTERS), 100DB FROM 15 KHZ - 10 GHZ. UNIVERSAL SHIELDING USC -50-60B4. COST IS APPROX. $6500. • SPECIFY 2" ALL -THREAD NIPPLE FROM REAR OF CABINET AND REQUIRED LENGTH. • THIS PARTICULAR ONE IS FED FROM THE BOTTOM AND FILTERED OUTPUT COMES OUT THE TOP REAR. • I DON'T BELIEVE IT IS UL LISTED, SO IT MAY REQUIRE A WASHINGTON NRTL BLESSING. POC: IRWIN NEWMAN / ALFONSO NOCERA 631-667-7900 info@universalshielding.com www.universalshielding.com OTHER POWER FILTER SOLUTIONS: GENISCO GFP68216 INDUCTIVE INPUT FILTER http: //www.genisco.com/products/power-line- filter- pan els/gf68201/gf68216/ ETHERNET FILTERS FOR CAT5E TYPE CABLE, GIGABIT SPEED AND IDEALLY 10/100/1000 BASET SUPPORT. 100DB FILTERING FROM 15 KHZ - 10 GHZ. UNIVERSAL SHIELDING GIGAFOIL V3 USC- 1061. COST IS APPROX $1350 EACH. http://www.universalshielding.com/ (SEE CONTACTS IN POWER FILTER SECTION). ANALOG PHONE FILTER DUAL LINE, 100 DB FROM 15 KHZ - 10 GHZ. GENISCO GF58270-1 (RAMAYES.COM IS A SOURCE) http: //www.genisco.com/products/communication-filters/ THERMOSTAT FILTER TBD UNTIL WE HAVE HVAC SIGNAL DETAILS. SUGGEST SOMETHING IN THE GENISCO LINE, MOST LIKELY A DIGITAL FILTER: http: //www.genisco.com/products/communication-filters/ FIBER WAVEGUIDES REQUIRE SUPPORT FOR 6 TERMINATED FIBERS IN THICK WALL. 1OGHZ OR HIGHER. FIBERPLEX WGF-6 WAVEGUIDE https: //www.fiberplex.com/products/wgf-6 w aveguide- 27- ghz- 6- channel FIBERPLEX WEB -6 AND WET -18A EXTENSION TUBES https: //www.fiberplex.com/products/web_waveguide- extension- tubes FIBERPLEX WCN- 6 COUPLING NUT https://www.fiberplex.com/products/wgn waveguide- nuts WGF-6 AND COUPLING NUTS HAVE 1 1/8-18 NEF THREADS WHICH ARE UNCOMMON EXTRA FINE THREADS. FOILS AND TAPES ULTRA NT SCIF BARRIER SOLID (NOT PERFORATED) FOIL, 48" X 125' (APPROX. 550' AT THE CONFERENCE ROOM REQUIRED AND APPROXIMATE 350' AT THE OTHER ROOMS). CONTRACTOR SHALL VERIFY THE NUMBER OF ROLLS REQUIRED TO INSTALL THE FOIL IN ACCORDANCE WITH BOTH THE MANUFACTURER'S RECOMMENDATIONS AND THESE DRAWINGS AND SPECIFICATIONS. PART NUMBER 1800-48-125S. DO NOT SUBSTITUTE. http: //www.ultrantscifbarrier.com/ultra-nt-scif-barrier-solid-p/ultra-nt.htm EMI SHIELD 4" CONDUCTIVE PSA AL5 TAPE, (PROVIDE A MINIMUM OF 2 ROLLS PER ROOM AND 3 ROLLS FOR THE CONFERENCE ROOM; HOWEVER, THE CONTRACTOR SHALL VERIFY THE NUMBER OF ROLLS REQUIRED TO INSTALL THE FOIL/ACCESSORIES IN ACCORDANCE WITH BOTH THE MANUFACTURER'S RECOMMENDATIONS AND THESE DRAWINGS AND SPECIFICATIONS. http://www.ramayes.com/aluminum foil_emisfi shielding.htm DRYWALL SCREWS ANY FINE THREAD BLACK PHOSPHATE COATED DRYWALL SCREWS ARE ACCEPTABLE. OR, STEEL STRIP -RESISTANT DRILLING SCREWS FOR JOINING DRYWALL TO. METAL FRAMING, MCMASTER 92050A500 AND 92050A600 https://www.mcmaster.com/#tapping-screws/=1b5lkit HVAC WAVEGUIDES (3/16 HONEYCOMB) http: //www.ets-lindgren.com/products/shielding/government-shielding/rf-shielded-accessories-for- government/11002/1100201 CAULK AND GASKETS RF CAULK AND THREAD SEALER SHALL BE EITHER: LAIRD ECCOSHIELD VY http: //www.eccosorb.com/products-eccoshield-vy.htm CHO-BOLD 1019 BY PARKER CHOMERICS http: //ph.parker.com/us/en/cho- bond- 1019two- component- electrically- conductive- silver- plated- aluminum-polythioether-sealant/5O-01- 1019- 0000 OTHER RF CAULKING MATERIALS WHICH ARE SIMILAR TO SPECIFIED PRODUCTS MAY BE USED UPON FAVORABLE REVIEW BY BOEING PRIOR TO INSTALLATION. USEFUL WEBSITES: https: //www.d jmelectronics.com/ethernet-emi-rfi-filter.html (GIGAFOIL FILTER) https: //www.fiberplex.com/products/topic/waveguides (FIBER WAVEGUIDES) http://www.gavenindustries.com/components.html (HVAC WAVEGUIDES, PENETRATIONS, FILTERS) http: //www.raymondemc.ca/products/products6a.htm#6 (HVAC WAVEGUIDES) http: //www.ets- Iindgren.com/products/shielding/government-sh ielding/rf- shielded- accessories -for- government (HVAC WAVEGUIDES, PENETRATIONS, FILTERS) RECEIVED CITY OF TUKWILA OCT 18 2018 PERMIT CENTER ISSUED FOR PERMIT OCTOBER 16, 2018 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION • SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18035 Project Mgr.: WJJ Proj. Engineer: DCB Proj. Drafter. LAM SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 9-08.2 TENANT IMPROVEMENT W5563002 SITTS BKL 10.16.18 Q�BOE/NG° d -- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN L. McVay CHECKED B. Leslie APPROVED BY DEPT. DATE ENGINEER D.Boileau CHECKED W. Jones APPROVED DATE 05.04.18 05.04.18 05.04.18 05.04.18 SUBTITLE ICD ROOM CONSTRUCTION DETAILS CURRENT REVISION W5563002 SYMBOL DATE 10.16.18 APPROVED TITLE GENERAL 9-08.2 TENANT IMPROVEMENT BUILDING 9-08 SHEET A4 JOB NO. 160652-02 COMP NO. DEV. CENTER, WA DWG NO. 9-08-A4 120 i`' 100 2 DISCUSSION SYM REVISION BY APPROVED DATE SYM REVISION BY EXITI \G PJ\\ SCALE: 1/16"= 1'-0" APPROVED 2015 IBC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, 5. Exterior landings and areas used for exit discharge. DATE A B C D RECORD DRAWINGS ADD WALL GEC RELOCATION 9-08.2 TENANT IMPROVEMENT J#774442-00 J#781313—LO W5563002 SCC TWH GMM SITTS GC/DS BKL 10.01.90 09.22.97 04.13.98 10.16.18 MG' EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2--1008.3.5) In the event of power supply failure in Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, 5. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on-site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle average and a minimum at any point of 0.06 footcandle at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN D.SPRINGER CHECKED D.BREHMER ENGINEER S.CRUSE CHECKED S.CRUSE APPROVED G.CULTUM APPROVED D.SEPTELKA DATE SUBTITLE D LECEv/scHEDuLE: EXIT AREA IN SF NUMBER OF OCCUPANTS TO EXIT OCCUPANCY FACTOR PER IBC TABLE 1004.1.2 EXIT (3'-0" WIDE (MIN.) DOOR WITH EXIT DEVICE) NUMBER OF OCCUPANTS TO EXIT EXIT SIGN WITH DIRECTIONAL ARROW (PER 2015 IBC SECTION 1013). CONTRACTOR TO PROVIDE EXIT SIGN PLACEMENT IN SUCH AWAY THAT NO POINT IN AN EXIT ACCESS CORRIDOR OR EXIT PASSAGEWAY IS MORE THAN 100 FEET OR THE LISTED VIEWING DISTANCE FOR THE SIGN, WHICHEVER IS LESS, FROM THE NEAREST VISIBLE EXIT SIGN. 1013.4 RAISED CHARACTER AND BRAILLE EXIT SIGNS:A SIGN STATING 'EXIT' IN RAISED CHARACTERS AND BRAILLE AND COMPLYING WITH ICC A117.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN AREA OF REFUGE, AN EXTERIOR AREA FOR ASSISTED RESCUE, AN EXIT STAIRWAY, AN EXIT RAMP, AN EXIT PASSAGEWAY AND THE EXIT DISCHARGE. EXIT ACCESS TRAVEL GE\RAL \OTES: 1. EXISTING EXITING SYSTEM IS TO REMAIN UNCHANGED. SCOPE OF WORK IS TO RECONFIGURE OFFICE AREA ONLY, NO INCREASE OR CHANGE IN OCCUPANT LOAD. C0\STUCTIO\ \ OTES : REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 18 2018 PERMIT CENTER ISSUED FOR PERMIT OCTOBER 16, 2018 EXITING PLAN 0 <EY PLA\ SCALE: N.T.S. 8 16 SCALE: 1/16"=1'-0" 32 48 SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18035 Project Mgr.: WJJ Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION W5563002 SYMBOL DATE 10.16.18 TITLE 9-08.2 TENANT IMPROVEMENT 10.01.90 ARCHITECTURAL MASTER BUILDING 9-08.2 COL. A -F/1-20 SHEET 2A01 JOB NO. 160652-02 COMP NO. DWG N0. D.C. 9-08-2A01 SYM CONFER. \3 s roaa_a , FFICE m r Wm 22A14 o9x0£ NS3a J H J2 N CO N N OFFICE 21A15 OPEN OFFICE vv rt(- CY V a a o a oa a`IIa�I 4‘1 OFFICE a r PI 3 C—TOP 36X72 L. 0. P 09 Z0213 21A16 1 F5 F5 BC2 1 BC2 OFFICE 09x0£ 31841 21A17 LJ n a OFFICE 318VIOd OFFICE 2 09x0£ >1S34 TABLE 30X60 cr 2 CO 09x0£ 31841 TABLE 30X60 3 22A17 J m 1 ma (off �r O m CO N 41111/1()14 (j) 4k1 rir1 / 0 4 4\.440 o j N =. M EN ivIEN 0 0 ELECT RM TEL RM ELECT RM NN 7 7 OPEN OFFICE TEL RM 0 3 ABLE 0 0 > MAIL u VENDING 18X72 ELEVATOR LOBBY CO .1. l CN N CORRIDOR 0'11'0 MERCER n it ROOM ‘„) =,(C'). VP, 49 QU F- OFFICE rn DESK 30X60 OFFICE 21A19 =1‹>'"0 REVISION 9-08.2 TENANT IMPROVEMENT W5563002 BY SITTS APPROVED DATE SYM REVISION BY N 1 r 10-X0C 109>Tc' 31yli 3?gyl 3:182IL. _ 3 -780 - IA MA' APPROVED DATE BKL REPRODUCTI;:.;N UP STAIR #4 DN J OFFICE OFFICE SYSTEMS OFFICE FLOO PLA\ sff® REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L McVAy CHECKED B. Leslie ENGINEER D. Boileau CHECKED W. Jones APPROVED DATE 05.03.18 05.03.18 05.03.18 05.03.18 SUBTITLE SC CO\ST UCTIO\ \OTES: REMOVE SYSTEMS FURNITURE BETWEEN COLUMNS A14 AND C20. REMOVED BY BOEING PM AND OPEN SQUARE. REMOVE ALL POOL STOCK FURNITURE AND WHITEBOARDS STARTING WITH CONFERENCE ROOM 24A13 AND WORKING SOUTH TO OFFICE 21A19. BOEING PM WILL GIVE INSTRUCTIONS TO CONTRACTOR. REMOVE WEST OFFICE AND CONFERENCE ROOM WALLS AND DOORS STARTING WITH THE SOUTHERN PORTION OF 24A13 AND WORKING SOUTH TO 21A19. 4. REMOVE ALL RECEPTACLES ON WEST WALL WHERE OFFICES ARE TO BE REMOVED. COORDINATE WITH ELECTRICAL. 5. REMOVE AND REDISTRIBUTE FIRE ANNUNCIATORS, STROBES, LIGHTS. COORDINATE WITH ELECTRICAL. 6. REMOVE THERMOSTATS. COORDINATE WITH MECHANICAL. 7. REMOVE HVAC DUCT AND CONTROLS. COORDINATE WITH MECHANICAL. 8. REMOVE AND CAP WATER PIPES. COORDINATE WITH MECHANICAL. 9. REMOVE AND DISPOSE OF ABANDONED DATA CABLE UNDER RAISED FLOOR. COORDINATE WITH ELECTRICAL. 10. REMOVE AND DISPOSE OF ALL JUNK FROM UNDERNEATH THE RAISED FLOOR. EXISTING WALL AT CONFERENCE ROOM 24A13 TO REMAIN. CONTRACTOR SHALL LIMIT THE EXTENT OF REMOVAL AT THE SOUTHERN SIDE OF CONFERENCE ROOM 24A13 TO THAT WHICH IS REQUIRED TO ACCOMMODATE THE ADJACENT CONSTRUCTION ACTIVITIES. 12. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION OF DIMENSIONS SHALL BE REJECTED. 13. CONTRACTOR NOTE THAT SOME ELEMENTS SHOWN TO BE REMOVED MAY HAVE BEEN REMOVED PREVIOUSLY BY BOEING. COORDINATE ANY DISCREPANCIES BETWEEN ELEMENTS SHOWN TO BE REMOVED AND ACTUAL FIELD CONDITIONS WITH BOEING. AWI\ REVIEWED FOR CODE COMPLIANCE • APPROVED OCT 3 1 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 1 8 2018 PERMIT CENTER ISSUED FOR PERMIT OCTOBER 16, 2018 FLOOR PLAN - REMOVAL TITLE 9-08.2 TENANT IMPROVEMENT 0 0 0 EDI -@ 4 8 16 24 IE NI 11E11 MI II 1E11 1111111111111111111111 SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 Project No.: 18035 Project Mgr.: WJJ Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION W5563002 SHEET SYMBOL DATE 10.16.18 BUILDING 9-08.2 2Al2R JOB NO. W5563002 COMP NO. LLi APPROVED ARCHITECTURAL MASTER COL. A -F/8-13 DC DWG NO. A� 2Al2 A35A (2 2Al2 A38B J FEC 1P OPEN OFFICE CO C�N COCO N ' N AR 21614 I � 1 2Al2 A37 5 2Al2 A32B A SERVER ROOM 21A14 ELECT RM U N N HALLWAY 21A15 9 OFFICE A TEL RM 1E 12 2Al2 A32B A26B 21A16 21B16 Z 2GS —1 JS 2CS 2A200 2Al2. 2Al2 A32B TABLE 30X60 1A 1A HALLWAY MAI► ELEVATOR MOW I LOBBY CO\S-RUCTI O\ OYES: 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION OF DIMENSIONS SHALL BE REJECTED. QI 1 INSTALL FLOOR TO CEILING HEIGHT WALL TO MEET ICD705 TEMPEST STANDARD. SEE DETAIL 06/A351 FOR ADDITIONAL INFORMATION. INSTALL 4'-0"x7'-0" DOOR (TO BE RF SHIELDED AND STC 51 RATED). INSTALL 3'-0"x7'-0" DOOR (TO BE RF SHIELDED AND STC 51 RATED). RETAIN EXISTING CARPET AND BASE THROUGHOUT ROOM. REVISE AND ADJUST RAISED FLOOR SYSTEM AROUND NEW WALL AS NECESSARY. INSTALL SHEET METAL FLOORING (WELDED). RECONFIGURE/REUSE PEDESTALS, STRINGERS AND RAISED FLOOR PANELS. MECHANICAL ANCHOR PEDESTALS AND FOIL TAPE OVER ANCHORS. RF SHIELD SHALL RUN CONTINUOUS AROUND PERIMETER OF AREA #1. WORK ROOM AND DISCUSSION ROOM WALLS SHALL BE FRAMED PERPENDICULAR TO THE SHIELDED WALLS SO AS TO MAINTAIN SHIELD INTEGRITY. PATCH AND PAINT WALLS IN CONFERENCE ROOM 21C17. INSTALL FLOOR TO CEILING HEIGHT WALL TO MEET ICD705 STANDARD. SEE DETAIL 06/A351 FOR ADDITIONAL INFORMATION. INSTALL 3'-0"x7'-0" DOOR (TO BE STC 51 RATED). INSTALL NEW PARTITION WALL AT SOUTHERN SIDE OF CONFERENCE ROOM 24A13. I � 1 2Al2 A32B U CTI ON 21B15 22C16 1A CORRIDOR 2A200 2A' 2 MISSION SYSTEMS OFFICE 21817 WORK ROOM 22A17 21A17 (21A17) 22A17 21C17 2JS UP STAIR #4 —®DN 3 2Al2 A3 21A18 2Al2 A356 21A18 2Al2 A32B 21A19 22A19 23619 86X0£ 318V13d A34B 2Al2 A35B DISCUSSION WORK ROOM WORK ROOM DISCUSSION ROOM ROOM 21A19 I 22A19 1 21619 I 22B19 I CUSSION ROOM 23B19 SYM A B C D E REVISION RECORD DRAWINGS. F-22 AVIONICS EXPANSION J#167029 F-22 AVIONICS CONF. ROOM J#160082-00 F-22 AVIONICS CONF. ROOM J#160082-00 JSF PROPOSAL J#160132-06 BY SCC MRM MRM MRM MRM APPROVED • DATE SYM REVISION BY APPROVED DATE SEE SHEET A-07 FOR TYPICAL DETAIL CALL—OUTS GC DS 10.01.90 .02.27.96 07.17.96 09.24.96 10.23.96 F G H INSTALL AMS IN JSF AREA SECURE 9-08.2 9-08.2 TENANT IMPROVEMENT J#785146-01 J#140641-00 W5563002 MRM FOA SITTS BKL 11-25-98 07.21.04 10.16.18 Q� BOE/NG �Y- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE acreg DRAWN C. McCOY DATE 19� CHECKED R. ZIMMERMAN SUBTITLE LEGE I I 2FS \D/SCHEDULE: PARTITION TYPE. EXISTING PARTITION 23131111102311011 STC 45 STC 45 AND PROGRAM PERIMETER STC 50 AND PROGRAM PERIMETER 50 dB SHIELDING FEC ivvvtit RAISED ACCESS FLOOR (NOTE LAYER TURNED OFF FOR DWG. CLARITY) XXX GE\ E FIRE EXTINGUISHER STC 45 WALL (FULL HEIGHT) EXIT PATHWAY AS SHOWN ON PLAN INDICATES WALL CONSTRUCTION TYPE. SEE SCHEDULE 6/A351 FOR ADDITIONAL INFORMATION. AS SHOWN ON PLAN INDICATES DOOR. SEE SCHEDULE 1/A351 FOR ADDITIONAL INFORMATION. AS SHOWN ON PLAN INDICATES ROOM NUMBER. SEE SCHEDULE 5/A351 FOR ADDITIONAL INFORMATION. SAL \OTES: 1. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE BUILDING HAS BEEN CONDUCTED AND NO ASBESTOS CONTAINING MATERIAL WAS DISCOVERED WITHIN THIS BUILDING. 2. FOR ROOM FINISH SCHEDULES SEE SHEET A351. FOR DOOR FINISH SCHEDULES SEE SHEET A356. 3. COORDINATE WORK WITH ALL TRADES REQUIRED TO COMPLETE THE WORK. 4. LEAVE WORK AND STAGING AREAS CLEAN AND UNCLUTTERED AT THE END OF EACH DAY AND THE END OF THE JOB. 5. REMOVE ALL DEMOLISHED MATERIALS FROM BOEING PROPERTY. 6. REMOVE ALL TOOLS AND MATERIALS FROM THE WORK AREA. 7. NO CHANGES SHALL BE MADE TO THE DRAWINGS WITHOUT WRITTEN APPROVAL BY THE FACILITIES ENGINEER RESPONSIBLE FOR THAT PORTION OF THE WORK. 8. POST ALL CITY SIGNED & STAMPED: DRAWINGS, SPECS, AND INSPECTION RECORDS VISIBLE AND EASILY ACCESSIBLE AT THE JOB SITE PRIOR TO COMMENCEMENT OF ANY WORK. ALL DOCUMENTS AFORE—MENTIONED AND THE OCCUPANCY PERMIT HAS BEEN ISSUED, AT WHICH TIME ALL DOCUMENTS SHALL BE DELIVERED TO GARY TALLER, BUILDING 9-51 2 ND FLOOR, COLUMN N1. 9 > ONE ADDITIONAL SHEET OF 5/8" GWB OVER THE EXISTING PARTITION WALL INSTALLED TO OBTAIN A STC RATING OF 45. SEE DETAILS ON DRAWING 2A200. 110 > PARTITION WALL INSTALLED FROM CONC. FLOOR TO STRUCTURE ABOVE, COMPOSED OF TWO 5/8" GWB OVER 4" METAL STUDS ON BOTH SIDES WITH 3-1/2" ACOUSTICAL INSULATION. SEE DETAILS ON DWG 2A200 EFRE\CE DAWI\GS: O O REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 18 2018 PERMIT CENTER ISSUED FOR PERMIT OCTOBER 16, 2018 FLOOR PLAN 0 4 8 16 24 MI 11111111111 1111111111111111111 •IIIIIII� SCALE: 1/8"=1' —0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18035 Project Mgr.: WJJ Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION W5563002 SYMBOL 1 DATE 10.16.18 ENGINEER S. CRUSE CHECKED E. BROWN APPROVED G. CULTUM APPROVED D. SEPTELKA TITLE 9-08.2 TENANT IMPROVEMENT BUILDING 9-08.2 10-01—so ARCHITECTURAL MASTER COL. A—F/8-13 SHEET 2A1 2 JOB NO. 140641-00 COMP NO. DC DWG NO. 9-08-2Al2 REVISION BY APPROVED SEGO\D FL0M EFLECTED CEILI\G PLA\ ENOVAL SCALE: 1/8'= 1'-0" DATE SYM REVISION BY APPROVED DATE 9-08.2 TENANT IMPROVEMENT W5563002 SITTS BKL 10.16.18 Q� OENG° rr- LEGE\D SCHEDULE: GE\ HAL CTES: CO\S-RUCTIO\ \OTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION OF DIMENSIONS SHALL BE REJECTED. REMOVE ALL OVERHEAD LIGHTS AND SAVE FOR RE—USE. REMOVE CEILING TILE, GRID AND OVERHEAD LIGHTS AT CONFERENCE ROOM 24A13 AS REQUIRED. CONTRACTOR SHALL LIMIT THE EXTENT OF REMOVAL AT THE SOUTHERN SIDE OF CONFERENCE ROOM 24A13 TO THAT WHICH IS REQUIRED TO ACCOMMODATE THE ADJACENT CONSTRUCTION ACTIVITIES. REMOVE CEILING TILE AND GRID. HFE�E\CE �AWI \GS: REVIEWED FOR - CODE COMPLIANCE ;{. APPROVED 'OCT 31 2018 City of Tukwila BUILDING DIVISION REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN L. McVay APPROVED BY DEPT. DATE CHECKED B. Leslie ENGINEER D. Boileau DATE 05.03.18 05.03.18 05.03.18 SUBTITLE RECEIVED CITY OF TUKWILA OCT 18 2018 PERMIT CENTER ISSUED FOR PERMIT OCTOBER 16, 2018 REFLECTED CEILING PLAN - REMOVAL 0 0 0 4 8 16 24 ■ • EM SCALE: 1/8"=1' —0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474-9449 http://www.sitts-hill-engineers.com/ TACOMA, WA. 98409 FAX: (253) 474-9449 Project No.: 18035 Project Mgr.: WJJ Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION W5563002 SYMBOL DATE 10.16.18 CHECKED W. Jones 05.03.18 APPROVED APPROVED TITLE 9-08.2 TENANT IMPROVEMENT ARCHITECTURAL MASTER BUILDING 9-08.2 COL. A -F/14-20 DC SHEET 2A282R JOB NO. W5563002 COMP NO. DWG NO. 9-08-2A282R 0 Ff814C: 05/09/07 LEGE\J/SCHEDULE: fil RETURN AIR GRILLE RETURN AIR GRILLE 1'X1' AIR DIFFUSER 4' LINEAR DIFFUSER POWER POLE • FIRE PROTECTION SPRINKLER HEAD 2'X4' FLUORESCENT LIGHT 2'X2' FLUORESCENT LIGHT EXIT LIGHT (WITH DIRECTIONAL ARROW IF REQUIRED) SPEAKER 1'X4' FLUORESCENT LIGHT (RECESSED) 1'X8' FLUORESCENT LIGHT (SURFACE MOUNT) a INCANDESCENT LIGHT FIXTURE 26, NEW GYP. BD. CEILING UP 9'-0" FFL. GE\EAL \CIES: CO\STRUCTIC\ \OTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION OF DIMENSIONS SHALL BE REJECTED. INSTALL CEILING GRID AND ACOUSTICAL PANELS AT SAME HEIGHT AS EXISTING. MATCH EXISTING ORIENTATION IN NORTH/SOUTH AND EAST/WEST. SEE 1/A502 FOR ADDITIONAL INFORMATION. EFHE\CE NAWI\GS: REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION 0 4 8 IN III MI 16 24 SCALE: 1/8"=1'-0" SECO\3 FLOG FEEL SCALE: 1/8' = 1'-0" -CTEV CEILI\G PLA\ RECEIVED CITY OF TUKWILA OCT 18 2018 PERMIT CENTER ISSUED FOR PERMIT OCTOBER 16, 2018 SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18035 Proj. Engineer: DCB Project Mgr.: Proj. Drafter: WJJ LAM SYM A B C REVISION F-22 AVIONICS CONF. ROOM SECURE 9-08.2 9-08.2 TENANT IMPROVEMENT J#160082-00 J#140641-00 W5563002 BY M.R.M. FOA SITTS APPROVED DATE SYM REVISION BY APPROVED DATE BKL 7.17.96 08.11.04 10.16.18 Q� BOE/NG° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN M. DITTMAR CHECKED ENGINEER M. MILLER CHECKED DATE 6.20.96 SUBTITLE REFLECTED CEILING PLAN TITLE 9-08.2 TENANT IMPROVEMENT CURRENT REVISION W5563002 SYMBOL DATE 10.16.18 SHEET APPROVED BUILDING 09-008.2 2A282 JOB NO. W5563002 COMP NO. Ida APPROVED ARCHITECTURAL MASTER COL. A—F/14-20 DEV. CENTER, WA DWG NO. 09.008-2A282 DOOR SCHEDULE DOOR FRAME NUMBER SIZE TYPE THICKNESS MATERIAL FINISH 21A14 4'-0" x 7'-O" F 1 3/4" HM PT FIRE RATING TYPE MATERIAL FINISH HARDWARE GROUP DETAILS HEAD JAMB THRESHOLD NOTES HM PT 2A 10/A502 10/A502 1,2,3,4,6 21A16 3'-0" x 7'-0" F 1 3/4" HM PT HM PT 2A 10/A502 10/A502 1,2,3,4,6 21A17 4'-0" x 7'-0" F 1 3/4" HM PT 1 HM PT 2A 10/A502 10/A502 1,2,3,4,6 22A17 4'-0" x 7'-0" F 1 3/4" HM PT 1 HM PT 2A 10/A502 10/A502 1, 2, 3, 4, 6 21A18 4'-0" x 7'-0" F 1 3/4" HM PT 1 HM PT 2A 10/A502 10/A502 1, 2, 3, 4, 6 21A19 3'-0" x 7'-0" F 1 3/4" HM PT 1 HM PT 1B 10/A502 10/A502 1, 2, 3, 4, 6 22A19 3'-O" x 7'-0" F 1 3/4" HM PT 1 HM PT 1B 10/A502 10/A502 1,2,3,4,6 21814 4'-0" x 7'-0" F 1 3/4" HM PT HM PT 2A 10/A502 10/A502 1,2,3,4,6 21615 4'-0" x 7'-0" F 1 3/4" HM PT HM PT 1C 10/A502 10/A502 1,2,3,4 21B16 3'-0" x 7'-0" F 1 3/4" HM PT HM PT 2A 10/A502 10/A502 1,2,3,4,6 21B17 4'-0" x 7'-0" F 1 3/4" HM PT 1 HM PT 2A 10/A502 10/A502 1,2,3,4,6 21B19 3'-0" x 7'-0" F 1 3/4" HM PT 1 HM PT 1B 10/A502 10/A502 1,2,3,4,6 22B19 3'-0" x 7'-0" F 1 3/4" HM PT 1 HM PT 1B 10/A502 10/A502 1,2,3,4,6 23B19 3'-0" x 7'-0" F 1 3/4" HM PT HM PT 1B 10/A502 10/A502 1,2,3,4,6 23C17 3'-0" x 7'-0" F 1 3/4" HM PT HM PT 1B 10/A502 10/A502 DOOR SCHEDULE NOTES: 1. DOOR SIZES INDICATED ARE NOMINAL DIMENSIONS. REFER TO DOOR AND HARDWARE SPECIFICATIONS FOR COORDINATION. 2. REFER TO DOOR TYPES SCHEDULE 2/A351, DOOR FRAME SCHEDULE 3/A351 AND SPECIFICATION FOR HARDWARE GROUPS ON SHEET A3. 3. DOOR ASSEMBLIES SHALL MEET THE FOLLOWING ACCESSIBILITY REQUIREMENTS: 3.1.. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5.0 LBS. (PER IBC). 3.2. MOUNTING HEIGHTS OF ACCESSIBLE DOOR OPERATION HARDWARE SHALL COMPLY WITH IBC. 3.3. DOOR OPERATIONS AND DOOR HARDWARE SHALL COMPLY WITH IBC SECTION 1008.19. 3.4. SEE DETAIL 9/A502 FOR ADDITIONAL INFORMATION. DON SCHEDULE SCALE: N.T.S. PER SCHEDULE PER SCHEDULE 4. DOOR ASSEMBLIES SHALL MEET THE FOLLOWING FIRE—RATED REQUIREMENTS: 4.1. EXCEPT AS OTHERWISE REQUIRED BY LOCAL BUILDING CODES, THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL FIRE DOOR ASSEMBLIES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL FIRE PROTECTION ASSOCIATION PAMPHLET, NFPA 80. THIS INCLUDES SWINGING DOORS, HORIZONTAL SLIDING DOORS, HOISTWAY DOORS FOR ELEVATORS, ACCESS DOORS, AT THE LOCATION WHERE INDICATED. LOCAL BUILDING CODES GOVERN, IF ANY DIFFERENCES EXIST BETWEEN THESE CODES AND THE NFPA FOR ANY OF THE ABOVE INSTALLATIONS. 4.2. ALL REQUIRED FIRE DOORS SHALL BE PROVIDED WITH A NON—COMBUSTIBLE THRESHOLD, EXCEPT 20 MINUTE DOORS. 4.3. DOOR FRAMES HUNG WITH LABELED DOORS SHALL ALSO BE LABELED WITH THE SAME RATING. 4.4. CLOSERS SHALL BE PROVIDED ON LABELED DOORS. 5. EXISTING DOOR TO REMAIN. 6. ICD 705 SCIF SOUND DOOR (STC -51), KREIGER SPECIALTY PRODUCTS ONLY — NO SUBSTITUTIONS. SEE GDN ON SHEET A3. 7. DOOR IS FOR EXIT ONLY, NO ENTRANCE HARDWARE PROVIDED. 8. FOR DOOR SIGNS SEE 9/A502. ABBREVIATIONS: FF FACTORY FINISH HM HOLLOW METAL PT PAINT WD WOOD EMPTY CONDUIT PATHWAY FROM MIDDLE DOOR HINGE TO LOCKSET—SEE ELECTRICAL DWGS. F (FLUSH DOOR) 00� TYPE SCHEDULE SCALE: N.T.S. A351 PER SCHEDULE cV PER SCHEDULE 2" 1 2A121A351 FRAME TYPE 1 D00RA SCALE: N.T.S. V E SCHEDULE A351 MATERIAL FINISH SCHEDULE KEY MATERIAL FINISH NOTES ---BASE--- B-1 RESILIENT WALL BASE FACTORY FINISH (FF) ---FLOOR--- F-1 CARPET TILE FACTORY FINISH (FF) F-2 HIGH PRESSURE LAMINATE (HPL) FACTORY FINISH (FF) COLOR SHALL BE GRAY STARLITE ---WALL--- W-1 GYPSUM WALLBOARD (GWB) PAINT ---CEILING--- C-1 SUSPENDED ACOUSTICAL PANEL (SAC) FACTORY FINISH (FF) NATE�IAL SCALE N.T.S. FI\ISH SCHEDULE A351 ROOM NO. ROOM FINISH SCHEDULE ROOM NAME FLOOR NORTH EAST SOUTH WEST CEILING BASE WALL BASE WALL BASE WALL BASE WALL MAT'L HEIGHT NOTES 21A14 SERVER ROOM #2 F-2 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-0" 1,2,3,4 21A15 HALLWAY F-1 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9,-0" 1,2,3,4 21A16 AREA #2 F-1 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-0" 1,2,3,4 21A17 COMPARTMENT #1 F-1 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9,-0" 1,2,3,4 22A17 WORK ROOM F-1 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-0" 1,2,3,4 21B17 SERVER ROOM #1 F-2 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9,-0" 1,2,3,4 21A18 AREA #1 F-1 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9,-0" 1,2,3,4 21A19 WORK ROOM F-1 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-0" 1,2,3,4 22A19 WORK ROOM F-1 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9,-0" 1,2,3,4 21814 AREA #3 F-1 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9,-0" 1,2,3,4 21815. HALLWAY F-1 B-1 W-1 B-1 W-1 B-1 W-1 B-1 W-1 C-1 9'-0" 1,2,3,4 SECURITY 1, 2, 3, 4 DISCUSSION ROOM W-1 1, 2, 3, 4 22619 DISCUSSION ROOM DISCUSSION ROOM W-1 W-1 1, 2, 3, 4 1, 2, 3, 4 ROOM FINISH SCHEDULE NOTES: 1. COORDINATE EXISTING AND NEW WALLS WITH FLOOR PLAN. REPAIR, TEXTURE, PATCH AND PAINT ALL WALL SURFACES TO MATCH. 2. COORDINATE AND ADJUST CEILING HEIGHT ACCORDINGLY WITH EXISTING STRUCTURE, MECHANICAL AND ELECTRICAL EQUIPMENT. FI\ISH SCHEDULE SCALE: N.T.S. 3. FOR MATERIAL FINISH SCHEDULE SEE 4/A351. 4. PAINT GWB CEILING ABOVE SUSPENDED ACOUSTICAL PANEL SYSTEM. MARK NUMBER LEGEND DESCRIPTION DESCRIPTION . CONTROLLED SIDE UNCONTROLLED SIDE 5/8" GWB (PAINT/FINISH FULL HEIGHT) 7/8" HORIZONTAL HAT CHANNELS AT 24" 0.C. 5/8" GWB (PAINT/FINISH FULL HEIGHT) ACOUSTICAL FIRE BATF INSULATION (FULL STUD DEPTH AND FULL HEIGHT) . EXISTING WALL ACOUSTICAL ARE BATT INSULATION (FULL STUD DEPTH AND 5/8. GWB ULTRA NT SCIF BARRIER SOUD FOIL Eg REVISION \ A„) e(' ic:C/CYCXT lifr. k BKL 10.16.18 ,M6("WW:',N 5/8" GWB (PAINT/FINISH FULL HEIGHT) 7/8" HORIZONTAL HAT CHANNELS AT 24" 0.C. 5/8" GWB (PAINT/FINISH FULL HEIGHT) to CONTROLLED SIDE 5/8" GWB (PAINT/FINISH FULL HOGHT) 7/8" HORIZONTAL HAT CHANNELS AT 24" 0.C. 5/8" GWB (PAINT/FINISH FULL HEIGHT) CONTROLLED SIDE 4(1) UNCONTROLLED SIDE ' 5/8" GWB (PAINT/FINISH FULL HEIGHT) 3 5/8" 16 GA STUDS AT 16" 0.C. ACOUSTICAL ARE BATT INSULATION (FULL STUD DEPTH AND 5/8" Gm l'' 2 ,_,A.2),.i,21._}—,i Y k '2> //"//'"/ ULTRA NT SCIF BARRIER SOU D FOIL 5/8" GWB (PAINT/FINISH FULL HEIGHT) 7/8" HORIZONTAL HAT CHANNELS AT 24" 0.C. 5/8" GWB (PAINT/FINISH FULL HEIGHT) CONTROLLED SIDE 4(1) CONTROLLED SIDE 5/8" GWB (PAINT/FINISH FULL HOGHT) 7/8" HORIZONTAL HAT CHANNELS AT 24" 0.C. 5/8" GWB (PAINT/FINISH FULL HEIGHT) ULTRA NT SCIF BARRER SOUD FOIL 5/8" GWB ACOUSTICAL ARE BATT NSULATION (FULL STUD DEPTH AND FULL HEIGHT) 0) SI 91/5110WAIIMMIIIIMIOILIMINIMMIEMIIIMIINIMINIVAIIIIIIMACOMI / -TVri-VY, , , .11/„.21.,_ - IIMAIMIIICIIMOMPAIAIIIIIIINFMAIN ULTRA NT SCIF BARRER SOUD FOIL 5/8" GWB (PAINT/FINISH FULL HEIGHT) 7/8" HORIZONTAL HAT CHANNELS AT 24" 0.C. 5/8" GWB (PAINT/FINISH FULL HEIGHT) CONTROLLED SIDE WALL TYPE SCHEDULE NOTES: 1. SEE DETAILS 8/A502, A/503, 1/A503, 2/A503, 4/A503, 5/A503 AND 6/A503 FOR ADDITIONAL STEEL STUD WALL FRAMING INFORMATION. 2. WALLS SHALL BE PAINTED FULL HEIGHT (TRUE FLOOR TO TRUE CEILING), BOTH SIDES. WALL TYPE SCHEDULE 2Al2 A351 MARK NUMBER LEGEND DESCRIPTION T4 DATE CONTROLLED SIDE REVISION 5/8" GWB (PAINT/FINISH FULL HEIGHT) 7/8" HORIZONTAL HAT CHANNELS AT 24" 0.C. 5/8" GWB (PAINT/FINISH FULL HEIGHT) ACOUSTICAL FIRE BATF INSULATION (FULL STUD DEPTH AND FULL HEIGHT) 0) DATE SYM REVISION \ A„) e(' ic:C/CYCXT lifr. IMMIIIMMIMMINCIMMUNIIMIVOIIIMMIIIIIRWIIIMIEMIIMMIOra. BKL 10.16.18 5/8" GWB (PAINT/FINISH FULL HEIGHT) 7/8" HORIZONTAL HAT CHANNELS AT 24" 0.C. 5/8" GWB (PAINT/FINISH FULL HEIGHT) CONTROLLED SIDE REVIEWED FOR CODE COMPLIANCE APPROVED OCT 3 1 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 18 2018 PERMIT CENTER ISSUED FOR PERMIT OCTOBER 16, 2018 Q� BOE/NG° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRNNN D. Boileau DATE 04.24.18 CHECKED B. Leslie 04.24.18 SUBTITLE SCHEDULES res 2Al2 A351 SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18035 Project Mgr.: WJJ Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION W5563002 SYMBOL DATE 10.16.18 APPROVED BY DEPT. DATE ENGNEER D. Boileau 04.24.18 CHECKED B. Leslie 04.24.18 APPROVED APPROVED TITLE ARCHITECTURAL 9-08.2 TENANT IMPROVEMENT BUILDING 9-08.2 DEV. CENTER, WA SHEET A351 JOB NO. W5563002 COMP NO. DWG NO. 10:59:12 PM SMCCARTHY: 8/16/2017 BY APPROVED DATE SYM REVISION BY APPROVED DATE SYM REVISION -- 9-08.2 TENANT IMPROVEMENT . W5563002 SITTS BKL 10.16.18 Q� BOE/NG° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRNNN D. Boileau DATE 04.24.18 CHECKED B. Leslie 04.24.18 SUBTITLE SCHEDULES res 2Al2 A351 SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18035 Project Mgr.: WJJ Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION W5563002 SYMBOL DATE 10.16.18 APPROVED BY DEPT. DATE ENGNEER D. Boileau 04.24.18 CHECKED B. Leslie 04.24.18 APPROVED APPROVED TITLE ARCHITECTURAL 9-08.2 TENANT IMPROVEMENT BUILDING 9-08.2 DEV. CENTER, WA SHEET A351 JOB NO. W5563002 COMP NO. DWG NO. 10:59:12 PM SMCCARTHY: 8/16/2017 6'-0" COORDINATE WITH BOEING TOP OF CONCRETE. 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I I \ ' 1 4a, ^l1 , 1 r r r r r r r Ir r r r, r r \ - 1 U F;:(e 0:a...•€ .> S � '-1553 Mr �r� 1 1553 I I, A[ iw 42. %. ai' r / /M LJ LJ i as R' I LJLJ 4i `Berr 6 r=3 -i Imo, 1 / 1 _ "" .•. _ 1 1 © � 5 � 3 le- I 0 o"m ic JL vj 1 TOP OF FINISH FLOOR �— co TOP OF CONCRETE AREA #3 21314 —EAST SCALE: 3/8" = 1'-0° REVISION BY APPROVED DATE SYM REVISION 2Al2 A378 c o) 6'-0" COORDINATE WITH BOEING TOP OF CONCRETE DECK -- .--------- .— d- 1 0 e4 / b 6: I 4a, ^l1 , 1 es y; - — U � '-1553 Mr �r� 1 1553 6J A[ iw 42. %. ai' r / 111 LJLJ r=3 -i .•. © I 4� o"m ; 5 � 1 �— — — TOP OF FINISH FLOOR _ 1 TOP OF CONCRETE AREA #2 21A16 — \OATH SCALE: 3/8" = 1'-0" 16 6'-0" COORDINATE WITH BOEING TOP OF CONCRETE DECK O : U�U O 6 0 MINIM rt&aLIVA I t/l LJLJ r C_ POOR WI o \; r TOP OF FINISH FLOOR TOP OF CONCRETE (cSECURITY 21316 — EAST 2Al2 A378 SCALE: 3/8" = 1'-0" BY APPROVED DATE 9-08.2 TENANT IMPROVEMENT W5563002 SITTS BKL 10.16.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 2Al2 A378 DRAWN S. McCarthy APPROVED BY DEPT. DATE CHECKED B. Labrecque ENGINEER B. Labrecque DATE 08.22.17 08.22.17 08.22.17 SUBTITLE (Bi 2A1a/978 GE\HAL \OTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION OF DIMENSIONS SHALL BE REJECTED. 2. ELECTRICAL/MECHANICAL COMPONENTS SHOWN ARE INTENDED TO BE SCHEMATIC ONLY FOR OVERALL COORDINATION. TRANSFER AND OUTSIDE AIR DUCTS PER MECHANICAL. SEE SHEETS 1M10 AND M500 FOR ADDITIONAL INFORMATION. POWER AND DATA FILTERS PER ELECTRICAL DRAWINGS. SEE SHEETS 1 E9A AND E528 FOR ADDITIONAL INFORMATION. SUSPENDED ACOUSTICAL CEILING TILES AND GRID PER TYPICAL DETAIL 1/A502. CEILING SUPPORT NOT SHOWN FOR CLARITY. 6 > STEP UP SUSPENDED ACOUSTICAL CEILING SYSTEM AT POWER/DATA FILTERS AND HVAC EQUIPMENT OVER DOORS TO MAINTAIN ACCESSIBILITY. RECEIVED CITY OF TUKWILA OCT 18 2018 PERMIT CENTER ISSUED FOR PERMIT OCTOBER 16, 2018 INTERIOR ELEVATIONS 0 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION 2 4 6 8 MI MINN SCALE: 3/8"=1 -0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18035 Project Mgr.: WJJ Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION W5563002 SYMBOL DATE — — 10.16.18 CHECKED B. Leslie 08.22.17 APPROVED APPROVED TITLE ARCHITECTURAL 9-08.2 TENANT IMPROVEMENT BUILDING 09-08 B.5 -D/17.5-19 SHEET A378 JOB NO. W5563002 COMP NO. DEV. CENTER, WA DWG NO. 09-08-A378 10:59:12 PM SMCCARTHY: 8/16/2017 C-0" COORDINATE WITH BOEING TOP OF CONCRETE DECK o.. J 0 5 0 C.6,J 5 I inmd end I F� r�r� PORI Rat Rat 0 L _\ 5 !TOP OF FINISH FLOOR TOP OF CONCRETE COV PA V E\T #1 21A17 - SOUTH SCALE: 3/8" = 1 -0" A 2A121A379 0) 6'-0" COORDINATE WITH BOEING TOP OF CONCRETE DECK - (0 I 1 I / • w%b• 1 1 1 G,.G.O ...i.i.o o_o inn aid 6 I 1 ,-,.....,.,,,MI! 1 r - r— 3 5 > I 4 J TOP OF FINISH FLOOR — 0 TOP OF CONCRETE WOE < OO V 22A17 - SOUTH SCALE 3/8" = 1'-0" (B) 7'-0" COORDINATE WITH BOEING n FI n n n n MJ�d TIM !El l E.0 _J NIL 0 n nnnnnn, '. . - - ,- r, r, r, r, r, r, r, r, r, 1"--1 TOP OF CONCRETE DECK 4- I t0 TOP OF FINISH FLOOR C TOP OF CONCRETE (BSHVH SOON 2Al2 A379 SCALE: 3/8" = 1'-0" 6'-0" COORDINATE WITH BOEING #1 21317 - EAST CO\FELE\CE OOVI 21A18 SCALE: 3/8" = 1'-0" REVISION OATH TOP OF CONCRETE DECK TOP OF FINISH FLOOR TOP OF CONCRETE 1 (0 BY APPROVED DATE SYM REVISION BY APPROVED DATE 9-08.2 TENANT IMPROVEMENT W5563002 SITTS BKL 10.16.18 Q� BOE/NG D' - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN S. McCarthy CHECKED B. Labrecque 2Al2 A379 DATE 08.22.17 08.22.17 SUBTITLE (�1 2Al2IA379 GE\PAL \OTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO SUBMITTAL OF SHOP DRAWINGS. SHOP DRAWINGS WITHOUT FIELD VERIFICATION OF DIMENSIONS SHALL BE REJECTED. 2. ELECTRICAL/MECHANICAL COMPONENTS SHOWN ARE INTENDED TO BE SCHEMATIC ONLY FOR OVERALL COORDINATION. TRANSFER AND OUTSIDE AIR DUCTS PER MECHANICAL. SEE SHEETS 1M10 AND M500 FOR ADDITIONAL INFORMATION. POWER AND DATA FILTERS PER ELECTRICAL DRAWINGS. SEE SHEETS 1 E9A AND E528 FOR ADDITIONAL INFORMATION. SUSPENDED ACOUSTICAL CEILING TILES AND GRID PER TYPICAL DETAIL 1/A502. CEILING SUPPORT NOT SHOWN FOR CLARITY. 6 > STEP UP SUSPENDED ACOUSTICAL CEILING SYSTEM AT POWER/DATA FILTERS AND HVAC EQUIPMENT OVER DOORS TO MAINTAIN ACCESSIBILITY. CITY OF TUKWILA OCT 18 2018 PERMIT CENTER ISSUED FOR PERMIT OCTOBER 16, 2018 INTERIOR ELEVATIONS 0 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION 2 4 6 8 INIIIIIIN MI =IH SCALE: 3/8"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sifts-hill-engineers.com/ Project No.: 18035 Project Mgr.: WJJ Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION W5563002 SYMBOL DATE 10.16.18 APPROVED BY DEPT. DATE ENGINEER B. Labrecque CHECKED B. Leslie 08.22.17 08.22.17 APPROVED APPROVED TITLE ARCHITECTURAL 9-08.2 TENANT IMPROVEMENT BUILDING 09-08 B.5 -D/17.5-19 SHEET A379 JOB NO. W5563002 COMP NO. DEV. CENTER, WA DWG No. 09-08-A379 NOTE: 1. SEE DETAIL 3/A502 AND 7/A502 FOR SEISMIC RESTRAINT DETAIL. A502 A502 A502 A502 FOR TYPICAL LIGHT SUPPORT DETAIL A502 • . (6 A502 ACOUSTICAL PA\EL SUSPE\SIO\ A502 SIM. A502 DETAIL 1 SCALE: N.T.S. PERIMETER ANGLE 2A282, A378, A379 A502 PROVIDE CONNECTION TO WALL STRUCTURE PER MANUFACTURER'S RECOMMENDATION AND STANDARD DETAILS—LIMIT LENGTH OF FASTENERS INTO WALLS TO 1 1/4" 3/4" (MAXIMUM) TO AVOID PENETRATING ICD 705 WALL ASSEMBLY BEHIND 7/8" HAT CHANNELS PANEL // NON—FIXED END / i 2" ACOUSTICAL PA\EL DETAIL SCALE: N.T.S. 3, L_ 1- / 1'-6" 2'-0" PREFERRED I\TE�10� HAaDWA� SCALE: N.T.S. E A\D SIG\AGE CETAIL A502 ADJUST TO CLOSE FROM OPEN POSITION OF 70' TO 3" FROM LATCH IN THREE SECONDS MAGNETIC DOOR HOLDER, LOCATE 80" A.F.F. & LOCATE 6" FROM EDGE (STRIKE) OR ALIGN WITH VISION PANEL. VISION WINDOW AS REQUIRED - REQUIRED SIGNAGE INSTALLED ON NEAREST ADJACENT WALL. BOEING FURNISHED CONTRACTOR INSTALLED. WHERE DOOR IS RECESSED SIGN MAY BE LOCATED ON ACCESSIBLE PATH. — 18" MIN. CLEAR FLOOR SPACE ON PULL SIDE, 12" MIN. CLEAR FLOOR SPACE ON PUSH SIDE REVISION BY APPROVED DATE SYM A351 A502 FIRE PROTECTION LINE W/ FLEXIBLE HOSE HEAD CONNECTION LINE 1/4" CLEARANCE FOR ALL CEILING PENETRATIONS. - 1/8" CLR. DUCTS 1/8" CLR. CEILING PANEL ESCUTION COVER SPRINKLER HEAD (TYPE VARIES) ACOUSTICAL TILE PE\ERATIO SCALE: N.T.S. DETAIL 3/4" FIXED END eTh 2" PROVIDE HILTI KWIK HUS—EZ OR SIMPSON TITEN HD SCREW ANCHOR TO PREVENT UPLIFT OF CEILING DURING SEISMIC EVENT: EXTEND STRUTS TO FIT TIGHT TO CEILING GRID AND STRUCTURE ABOVE, THEN INSTALL TWO FASTENERS TO SECURE ONE STRUT TO THE OTHER. TUBES SHALL LAP ONE ANOTHER 4" MIN. DIAGONAL HANGER WIRES AT APPROX. 45 DEG. (TYP) MAX. FROM HORIZ. ANCHOR TO STRUCTURE ABOVE—WHERE CEILING GRID IS TO BE SUPPORTED WITHIN ICD 705 ROOMS, SEE DETAIL 2/A505 FOR ATTACHMENT 1/2" MIN. DIA. SEISMIC COMPRESSION POST AT 12'-0" O.C. EACH WAY. START FIRST POST POINT WITHIN 6'-0" FROM EACH WALL, PROVIDE AND INSTALL POSTS PER IBC AND NWBC FIELD TECH DOC #401 REQUIREMENTS. HANGER WIRE 3/4" MIN. DIA. ELECTRIC CONDUIT STRUT 10-; 10" SLOT END OF CONDUIT TO �/ FIT OVER CEILING RUNNER 1" M. MAIN RUNNER (2 SEISMIC CEILI\G EST.AI\T DETAIL A502 SCALE: N.T.S. PROVIDE CONNECTION TO WALL STRUCTURE PER MANUFACTURER'S RECOMMENDATION AND STANDARD \DETAILS—LIMIT LENGTH OF \ FASTENERS INTO WALLS TO 1 1/4" \ (MAXIMUM) TO AVOID PENETRATING \ ICD 705 WALL ASSEMBLY BEHIND 7/8" HAT CHANNELS ACOUSTICAL PA\EL DETAIL SCALE: N.T.S. I\T DOOR — SEE SCHEDULE 2" DON HEAD PERIMETER ANGLE CONTINUOUS SEALANT BEAD 5/8" GYPSUM BOARD ON METAL STUDS (SEE FLOOR PLAN) DOUBLE METAL STUDS CONTINUOUS SEALANT BEAD HOLLOW METAL FRAME JA v SCALE N.T.S. REVISION BY APPROVED A502 3 SIV.) DETAIL ri-() A351IA502 DATE 9-08.2 TENANT IMPROVEMENT W5563002 SITTS BKL 10.16.18 eL.m.&17 8" MAX. MAIN RUNNER 0 6 HANGER WIRE AT 4 FEET O.C. MAX. +/— 10 DEG. MAX. 1 3/4" WALL CONDITION CEILI\G EDGE SEISvIC SCALE: N.T.S. cm SPACER BAR TO PREVENT PERIMETER COMPONENTS FROM SPREADING APART EST ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED AI\T DETAIL DRAWN S. McCarthy CHECKED B. Labrecque DATE 08.22.17 08.22.17 CROSS RUNNER SUBTITLE A502 A502 SLACK WIRES EA. CORNER 3" MAXIMUM — FROM FIXTURE HEAVY DUTY MAIN RUNNER LIGHT FIXTU= SUPPORT DETAIL SCALE N.T.S. BOTTOM TRACK 4 aOTTOv CF PA SCALE 1 1/2" = 1 -0" a CONSTRUCTION PER WALL TYPE SCHEDULE 12 GA. HANGER WIRES CROSS TEE FLOORING AND BASE PER FINISH SCHEDULE TITIO\ DETAIL A502 RECEIVED CITY OF TUKWILA OCT 18 2018 PERPAIT CENTER ISSUED FOR PERMIT OCTOBER 16, 2018 MISC. SECTIONS AND DETAILS A351 A502 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18035 Project Mgr.: WJJ Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION W5563002 SYMBOL DATE 10.16.18 APPROVED BY DEPT. DATE ENGINEER B. Labrecque 08.22.17 CHECKED B. Leslie 08.22.17 APPROVED APPROVED TITLE ARCHITECTURAL 9-08.2 TENANT IMPROVEMENT BUILDING 09-08 B.5 -D/17.5-19 DEV. CENTER, WA SHEET A502 JOB NO. 33658 COMP NO. DWG NO. 09-08-A502 10:59:12 PM 0 c co SMCCARTHY: 8/ STUD BLOCKING 5/8" GWB EACH SIDE #14x1" MIN HEX HEAD SELF DRILLING SCREWS AT 16" O.C. INTO FASTENED ACCESS FLOOR TILE C 30TTOv1 OF PATITIO\ 4" HIGH BLACK RUBBER BASE EACH SIDE EXISTING RAISED ACOUSTICAL FLOOR SYSTEM AS OCCURS WALL SECTIO\ A SCALE N.T.S. A351A503 MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES, U.N.O. USE TYPE DEPTH (IN) FLANGE (IN) GAGE FY (KSI) SECTION GROSS Sxx (IN3) GROSS Ixx (IN4) REMARKS 3 5/8" STUDS S 3 5/8 1 5/8 16 33 362S162-54 0.481 0.873 INTERIOR 3 5/8" TRACKS T 3 5/8 1 1/4 16 33 362T125-54 0.378 0.723 INTERIOR 3 5/8" JOISTS S 3 5/8 1 5/8 16 33 362S162-54 0.481 0.873 ICD 705 CEILING COLD FONED v EIV 3ESCHEDULE 4 SCALE: N.T.S. SYM REVISION BY APPROVED DATE SYM A3511A503 STEEL STUD #10 x 3/4" SCREWS AT 12" O.C. AT DOUBLE STUDS — STAGGER DOUBLE STUD AT JAMBS AND WHERE NOTED STUD BLOCKING UNPUNCHED STEEL STUD TRACK — MATCH GAUGE OF STUDS #10 x 3/4" SCREWS ATTACH EDGE STUDS TOGETHER WITH #10 SCREWS AT 12" O.C. #14x1" MINIMUM HEX—HEAD SELF DRILUNG SCREWS AT 16" O.C. INTO EXISTING FLOOR. PROVIDE (2) ANCHORS MINIMUM PER WALL SECTION, PLACE MIN. (1) ANCHOR WITHIN 6" OF ALL OPENING EDGES TYPICAL STEEL STUD WALL DETAIL SCALE: N.T.S. EXISTING CEILING FRAMING AT GWB CEILING AS OCCURS TOP OF STUD WALL PARTITION BRACING PER DETAIL 6/A503 A351 A503 SOUND BLANKET WHERE OCCURS — FIT NEATLY AROUND BRACING — TAPE JOINTS GWB WHERE OCCURS CONSTRUCTION PER WALL TYPE SCHEDULE TOP OF PATTITIO\ DETAIL SCALE: 1 1/2" = 1'-0" REVISION BY c0 S.A.C. WHERE OCCURS AS SCHEDULED APPROVED DATE 9-08.2 TENANT IMPROVEMENT W5563002 SITTS BKL 10.16.18 CONNECT TRACKS TO EACH MEMBER OF BUILT—UP HEADER WITH #8 SCREWS AT 12" O.C. TRACK TOP AND BOTTOM OF BUILT—UP HEADER TO MATCH GAGE OF HEADER HEADER BUILT UP OF TWO STUDS PER SCHEDULE 3/A503 HEADED I\ SCALE: N.T.S. STEEL JOISTS PER PLAN ADDITIONAL STUDS AS NOTED ON PLAN OR ELEVATION CONT. TRACK ABOVE HEADER TRACK CONNECTOR TO MATCH GAGE OF BUILT—UP HEADER — 3" SHORTER THAN DEPTH OF HEADER SCREWS PER SCHEDULE 1/16 C1/2-12 TRIPLE JAMB STUD (14 GAUGE), TYP. U.N.O. STEEL STUD WALL DETAIL 2 STEEL JOISTS PER PLAN L4x4x1/4 ANGLE —EXTEND AND ATTACH TO TWO JOISTS MIN. WITH (2) #12 SCREWS AT EACH JOIST—TYP. (5 PATION A3571A503 SCALE: N.T.S. 1 A351IA503 L4x4x1/4x12" ANGLE ATTACH TO JOISTS WITH (4) #12 SCREWS MINIMUM 362S162-43 BRACE AT 8'-0" O.C. — ALTERNATE DIRECTION CLIP FLANGE TO FORM SHOE AND ATTACH TO STUD WITH (3) #10 TEK SCREWS WALL 3 ACI\G DETAIL -CEILING PER ARCHITECTURAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN L. McVay CHECKED B. Leslie (6 A351, A503 A503 DATE SUBTITLE 03.13.18 03.13.18 INTERIOR HEADER MAX. WIDTH OF OPENING HEADER SIZE SCREWS EACH SIDE OF HEADER SCREWS INTO JAMB STUD COMMENTS O'-0" TO 4'-0" (2)600S162-54 (4) #12 SCREWS (8) #12 SCREWS 4'—l" TO 8'-0" (2)10005162-54 (7) #12 SCREWS (14) #12 SCREWS 8'-1" TO 10'-0" (2)1000S162-68 (7) #12 SCREWS (14) #12 SCREWS JAMB STUDS SHALL BE 43 MIL (18 GA) MIN. 10'-1" TO 12'-0" (2)1200S162-97 (8) #12 SCREWS (16) #12 SCREWS JAMB STUDS SHALL BE 43 MIL (18 GA) MIN. COLD FCED HEADED SCHEDULE SCALE: N.T.S. RECEIVED CITY OF TUKWILA OCT 18 2018 PERMIT CENTER ISSUED FOR PERMIT OCTOBER 16, 2018 MISC SECTIONS AND DETAILS 0 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION 6" 1 \ A503 2 =IN MINIM SCALE: 1 1/2"= 1' —0" SITTS&HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18035 Project Mgr.: WJJ Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION W5563002 SYMBOL DATE 10.16.18 APPROVED BY DEPT. DATE ENGINEER D. Boileau CHECKED B. Leslie 03.13.18 03.13.18 APPROVED APPROVED TITLE ARCHITECTURAL 9-08.2 TENANT IMPROVEMENT BUILDING 09-08 DEV. CENTER, WA SHEET A503 JOB NO. W5723449 COMP NO. DWG NO. 09-008-A503 CEILI\ EXISTING 4" THICK (NOMINAL) CONCRETE .TOPPED METAL DECK AS OCCURS --� EXTEND ALL WALL SHEATHING AT INTERIOR ROOMS TO THE UNDERSIDE OF THE STEEL DECKING ABOVE. CUT GYPSUM WALL BOARD TO MATCH DECK PROFILE. CONTINUOUS ACOUSTICAL SEALANT IN VOID - BOTH SIDES OF WALL 5/8" GYPSUM WALLBOARD - SHOWN AS AN UNCONTROLLED SIDE FOR CLARITY - 3 5/8" THICK STEEL STUD WALL WITH 16 GAGE STUDS AT 16" O.C. MAXIMUM — 16 GAGE CONTINUOUS TRACK (TOP AND BOTTOM) WITH ANCHORS AT 32" O.C. MAXIMUM - BED IN CONTINUOUS BEAD OF ACOUSTICAL SEALANT 4 \. G/ a' 4Q 4 k n• s.� 3 1/2" ACOUSTIC INSULATION - FASTENED TO PREVENT SAGGING G SHIELD TO WALL SHIELD SECTIO\ J 16 GAGE TRACK ATI JOISTS. AITCH TO I EACH STUD WITH \ (2) #12 SCREWS —X�``�; M _X`T�,`` K -x-`00 7/8" HORIZONTAL HAT CHANNELS AT 24" O.C. INSTALL EMI SHIELD AL5 ALUMINUM FOIL TAPE FROM SHEET METAL CEILING SHIELD TO FOIL AT WALL SECTION 5/8" GYPSUM WALLBOARD - STAGGER JOINTS EMI SHIELD AL5 ALUMINUM FOIL PAINT AND FINISH FULL HEIGHT A504 3 5/8" THICK STEEL CEILING FRAMING WITH 16 GAGE JOISTS AT 16" O.C. 24 GAGE SHEET METAL SHIELD AT CEIUNG OF INTERIOR TENANT IMPROVEMENT ROOMS -PROVIDE 4" LIP AT PERIMETER NOTE: 1. PARTITION SHALL BE SEALED CONTINUOUSLY WITH ACOUSTICAL SEALANT WHENEVER IT ABUTS ANOTHER ELEMENT SUCH AS A WALL OR COLUMN. SCALE: N.T.S. EXISTING 4" THICK (NOMINAL) CONCRETE TOPPED METAL DECK AS OCCURS - 4 4 4 Q 4 44. 4 NM' V'X'aVirittrirrAM!" IOW •Vr No' Nor Wir WIF EXISTING SPRAY -ON FIREPROOFING AS OCCURS -FIELD VERIFY ACTUAL THICKNESS PRIOR TO SELECTING CLIP FASTENER LENGTH EXISTING W16x31 WIDE FLANGE STEEL JOIST AS OCCURS I FILL JOIST SPACE WITH ACOUSTICAL FIRE BATT INSULATION 24 GAGE SHEET METAL SHIELD AT INTERIOR OF ROOMS CEILI\G SHIED SUPPC SCALE: N.T.S. (2) #12 SELF -TAPPING SCREWS -PRE -DRILL THRU EXISTING FIREPROOFING AND BEAM -REPAIR EXISTING FIREPROOFING AS REQUIRED 3 5/8" THICK STEEL CEILING FRAMING WITH 16 GAGE JOISTS AT 16" O.C. Y , �. As% Y •fir ,l \'"\/ \,, r 16 GAGE STEEL CLIP WITH 3" VERTICAL LEG, 4" LONG -ATTACH TO STEEL JOIST WITH (3) #12 SCREWS, MINIMUM RAV ATTACH SHEET METAL SHIELD TO STEEL JOISTS WITH #12 SCREWS AT 12" O.C.-COVER SCREWS HOLES/HEADS WITH EMI SHIELD AL5 ALUMINUM FOIL TAPE I\G DETAIL A378, A379 [A504 NOTE: 1. NO UNSUPPORTED EDGES OF RAISED FLOOR TILES SHALL BE PERMITTED. COORDINATE PEDESTAL LAYOUT AS REQUIRED. 504 NEW OR RE -USED RAISED ACCESS FLOOR PANELS AS OCCURS - COORDINATE WITH ARCHITECTURAL PLANS AND SCHEDULES FOR FINISH REQUIREMENTS. NEW OR RE -USED RAISED ACCESS FLOOR SUPPORT PEDESTAL AS OCCURS 4. ' . ANCHOR EACH RAISED ACCESS FLOOR PEDESTAL TO THE CONCRETE TOPPED METAL DECK WITH (2) 3/8" DIAMETER KWIK-BOLT 17 ANCHORS BY HILT' OR PRE -APPROVED EQUIPMENT -EMBED 2 3/8" MINIMUM (2 3/4" NOMINAL) FLOC SCALE: N.T.S. 2" MIN. 4 GAGE SHEET METAL SHIELD AT FLOOR OF INTERIOR TENANT (24 IMPROVEMENT ROOMS INSTALL EMI SHIELD AL5 ALUMINUM FOIL TAPE FROM SHEET METAL FLOOR SHIELD TO SHAFT OF RAISED ACCESS FLOOR PEDESTAL - FOR TAPE SHALL COMPLETELY COVER POST. INSTALLED ANCHORS. 4' • 4' 4 EXISTING 4" THICK (NOMINAL) CONCRETE TOPPED METAL DECK AS OCCURS PEDESTAL AT FL0CH SHIELD DETAIL (-2 1A10, A504 A504 NOTE: 1. PARTITION SHALL BE SEALED CONTINUOUSLY WITH ACOUSTICAL SEALANT WHENEVER IT ABUTS ANOTHER ELEMENT SUCH AS A WALL OR COLUMN. 3 1/2" ACOUSTIC INSULATION - FASTENED TO PREVENT SAGGING 3 5/8" THICK STEEL STUD WALL WITH 16 GAGE STUDS AT 16" O.C. (MAX.) 5/8" GYPSUM WALL BOARD - SHOWN AS AN UNCONTROLLED SIDE FOR CLARITY CONTINUOUS ACOUSTICAL SEALANT IN VOID - BOTH SIDES OF WALL 16 GAGE CONTINUOUS TRACK (TOP AND BOTTOM) WITH ANCHORS AT 32" O.C. MAXIMUM - BED IN CONTINUOUS BEAD OF ACOUSTICAL SEALANT FL00SHIED TC SCALE: N.T.S. RAISED ACCESS FLOOR PEDESTAL AS OCCURS t.= 4 WALL SHIELD SECTIO\ 4 • 5/8" GYPSUM WALLBOARD - STAGGER JOINTS - 7/8" HORIZONTAL HAT CHANNELS AT 24" O.C. - EMI SHIELD AL5 ALUMINUM FOIL - PAINT AND FINISH FULL HEIGHT INSTALL EMI SHIELD AL5 ALUMINUM FOIL TAPE FROM SHEET METAL FLOOR SHIELD UP TO FOIL AT WALL SECTION / 24 GAGE SHEET METAL SHIELD /AT FLOOR OF INTERIOR TENANT IMPROVEMENT ROOMS -PROVIDE 4" LIP AT PERIMETER 4 4' 4. 4 • ii\c7• I. EXISTING 4" THICK (NOMINAL) CONCRETE TOPPED METAL DECK AS OCCURS 2" (MIN.) OVERLAP OF 24 GAGE SHEET METAL SHIELD (IF REQUIRED FOR INSTALLATION) NOTE: ATTACHMENT OF THE 24 GAGE FLOOR SHIELD TO THE CONCRETE SLATS ON GRADE VIA THE RAISED ACCESS FLOOR PEDESTAL ANCHORS. NO ADDITIONAL ATTACHMENT OF THE FLOOR SHIELDS IS REQUIRED. FL0N SHIED SEAN DETAIL FOR TAPE AT BASE OF RAISED ACCESS FLOOR PEDESTAL PER DETAIL 2/A504 AT EXPOSED SEAM IN 24 GAGE SHEET METAL FLOOR SHIELD, INSTALL EMI SHIELD AL5 ALUMINUM FOIL TAPE, FULL LENGTH OF SEAM, AT CONTRACTOR'S OPTION, AT FULL LENGTH SEAL WELD MAY BE USED IN LIEU OF THE FOIL TAPE. 3 SCALE: N.T.S. 1A101 [i904 3 5/8" THICK STEEL CEILING FRAMING WITH 16 GAGE JOISTS AT 16" O.C.-ATTACH WITH 16 GAGE CLIPS SIM TO DETAIL 1/A504 EXISTING W16x31 WIDE FLANGE STEEL JOIST AS OCCURS EXISTING 4" THICK (NOMINAL) CONCRETE TOPPED METAL DECK AS OCCURS 4' II 1I Ci 1.r EXISTING W36x260 WIDE FLANGE STEEL GIRDER AS OCCURS 4 :.+ ii n ; —i1 A504 FILL JOIST SPACE WITH ACOUSTICAL FIRE BATT INSULATION TO WEB OF EXISTING GIRDER 24 GAGE SHEET METAL SHIELD AT INTERIOR OF ROOMS ATTACH SHEET METAL SHIELD TO STEEL JOISTS WITH #12 SCREWS AT 12" O.C.-COVER SCREWS HOLES/HEADS WITH EMI SHIELD AL5 ALUMINUM FOIL TAPE _ .X Y. x f.. " J. y, `+ 1. `x 1. EXISTING SPRAY -ON FIREPROOFING AS OCCURS -FIELD VERIFY ACTUAL THICKNESS PRIOR TO SELECTING CLIP FASTENER LENGTH STEP 24 GAGE SHEET METAL SHIELD ABOVE EXISTING STEEL GRIDER 3 5/8" THICK STEEL CEILING FRAMING WITH 16 GAGE JOISTS AT 16" O.C. AT BOTTOM FLANGE OF WIDE FLANGE STEEL GIRDER -ATTACH WITH (2) 16 GAGE CLIPS SIM TO DETAIL 1/A504 CEILI\G SHIELD SUPPORT FAVI\G DETAILn A378, A3 \91A504 SCALE: N.T.S. CITY OF TKWILA OCT 18 2018 PERA4IT CENTER ISSUED FOR PERMIT OCTOBER 16, 2018 0 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION 3" 6" 9" 1 MIIII° INII 1111M 11•11111 MNI111111 SCALE: 3"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET PHONE: (253) 474-9449 1 TACOMA, WA. 98409 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18035 Project Mgr.: WJJ Proj. Engineer: DCB Proj. Drafter: LAM SYM REVISION 9-08.2 TENANT IMPROVEMENT W5563002 BY SITTS APPROVED DATE SYM REVISION BY APPROVED DATE BKL 10.16.18 Q� BOE/ G' - G® G. LI WAs414, 35799 344'GISTE3 S»IONAL :ma ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN L. McVay APPROVED BY DEPT. DATE CHECKED B. Leslie ENGINEER DATE 03.13.18 03.13.18 SUBTITLE MIS.0 SECTIONS AND DETAILS CURRENT REVISION W5563002 SYMBOL DATE 10.16.18 D. Boileau 03.13.18 CHECKED B. Leslie 03.13.18 APPROVED APPROVED TITLE ARCHITECTURAL 9-08.2 TENANT IMPROVEMENT BUILDING 09-08 DEV. CENTER, WA SHEET A504 JOB NO. W5723449 COMP NO. DWG NO. 09-008—A504 EXISTING 3" DEEP METAL SIDING EXISTING 3/4" RIGID INSULATION EXISTING 16 GAGE SHEET METAL RF SHIELD EXTERIOR SEALANT AT PENETRATION TO CONDUIT BOND EXISTING RF SHIELD TO CONDUIT WITH RF FOIL TAPE PENETRATION SEALING DETAIL SCALE: 3"=1'-0" 'ALUMINUM FOIL WALL SHIELD FOIL/SEAM ADJACENT SHEETS OF FOIL PER NOTES ON SHEET A4 ALUMINUM FOIL WALL SHIELD ///////// ! I EMI SHIELD AL5 ALUMINUM FOIL TAPE FOIL WALL SHIELD "Z -FOLD DETAIL SCALE: N.T.S. REVISION BY APPROVED DATE A4IA505 SYM //////////////%1J WJJ (2) LAYERS EXISTING 5/8" FOIL BACKED GWB FILL VOID WITH ACOUSTICAL FOAM, ALL SIDES ACOUSTICAL CAULKING FULL DEPTH OF GWB, FULL CIRCUMFERENCE NEW CONDUITS PER MECHANICAL AND ELECTRICAL – COORDINATE EXACT NUMBER, SIZE AND. LOCATION WITH MECHANICAL AND ELECTRICAL DRAWINGS EXISTING 3 5/8" 20 GAGE METAL STUDS AT 24" 0.C. FILLED WITH 3 1/2" ACOUSTICAL BATT INSULATION EXISTING GIRT CAVITY (GIRTS NOT SHOWN FOR CLARITY) REVISION BY APPROVED DATE 9-08.2 TENANT IMPROVEMENT W5563002 SITTS BKL 10.16.18 A505 3 5/8" THICK STEEL CEILING FRAMING WITH 16 GAGE JOISTS AT 16" O.C. INSTALL RF CAULK BETWEEN CEILING CLIP AND SHIELD CEILIN COVER SCREW HEAD WITH EMI SHIELD AL5 ALUMINUM FOIL TAPE 24 GAGE SHEET METAL SHIELD AT INTERIOR OF BEAMS CEILING GRID SUPPORT AND ATTACHMENT PER TYPICAL DETAILS G GRID ATTCHNE\T AT SHIED DETAIL n SCALE: N.T.S. Q� BOE/ ”(?) C' - ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. McVay CHECKED B. Leslie ENCINEER DATE 03.13.18 03.13.18 A502IA505 SUBTITLE ROUGH OPENING VERIFY SIZE WITH PLANS AND SCHEDULES 16 GAGE CONTUOUS TRACK (T & B) WITH ANCHORS AT 32" O.C. (MAX.) - SET IN CONTINUOUS BEAD OF ACOUSTICAL SEALANT f Cf) J w _ w 0 0 BUILT–UP HEADER PER — SCHEDULE DETAIL 3/A503 BUILT–UP HEADER AT – BASE OF DOOR SIM TO HEADER ABOVE–ALIGN TOP OF HEADER WITH RAISED ACCESS FLOOR 16 GAGE CONTINUOUS TRACK (T & B) WITH ANCHORS AT 32" O.C. – (MAX.) SET IN CONTINUOUS BEAD OF ACOUSTICAL SEALANT 1 (3) 14 GAGE BUILT-UP JAMB STUDS AT STC RATED DOORS–ATTACH SIM TO DETAIL 2/A503 2 A505 A503 STC D00FAVI\G DETAIL RAISED ACCESS FLOOR EXISTING 4" THICK (NOMINAL) CONCRETE TOPPED METAL DECK AS OCCURS SCALE: N.T.S. RECEIVED CITY OF TUKWILA OCT 18 201d PERMIT CENTER ISSUED FOR PERMIT OCTOBER 16, 2018 MISC SECTIONS AND DETAILS 0 1A10 A505 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 312018 City of Tukwila BUILDING DIVISION 3" 6" 9" 1 INII SCALE: 3"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.eom/ Project No.: 18035 Project Mgr.: WJJ Proj. Engineer: DCB Proj. Drafter: LAM CURRENT REVISION W5563002 SYMBOL DATE 10.16.18 D. Boileau 03.13.18 CHECKED B. Leslie 03.13.18 APPROVED APPROVED TITLE ARCHITECTURAL 9-08.2 TENANT IMPROVEMENT BUILDING 09-08 DEV. CENTER, WA SHEET A505 JOB NO. W5723449 COMP NO. DWG NO. 09-008-A505