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Permit D18-0077 - BOEING #9-64 - NETWORK UPGRADE
BOEING #9-64- NETWORK 9725 E MARGINAL WAY S BLDG 9-064 D18-0077 Parcel No: Address: City of Tukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: httD://www.TukwilaWA.gov DEVELOPMENT PERMIT 0003400018 Permit Number: 9725 E MARGINAL WAY S BLDG 9-064 Issue Date: Permit Expires On: Project Name: BOEING #9-64 - NETWORK D18-0077 4/26/2018 10/23/2018 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 BOEING COMPANY PO BOX 3707 , SEATTLE, WA, 98124 Phone: (206) 852-4985 Phone: (312) 544-2535 Expiration Date: 1/18/2019 DESCRIPTION OF WORK: UPGRADE THE 9-64 BUILDING TO PROVIDE ELECTRICAL, COMMUNICATIONS, MECHANICAL COOLING AND FIRE SUPPRESSION TO ACCOMODATE (8) NETWORK CONTROL CENTER UNITS: 101, 102, 103, 104, 106, 107 AND 109. UNIT 10515 THE EXISTING NCC. PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL, CLEARING, AND CATCH BASIN PROTECTION. Project Valuation: $350,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $6,757.17 Occupancy per IBC: F-1 Water District: TUKWILA Sewer District: VALLEY VIEW,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: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: f/1� Date: 0 W4Ph. 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: c4-+ - /751" -- Date: l // iii This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: 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. 0 0 9: 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). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 12: 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. 13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 14: ***PUBLIC WORKS PERMIT CONDITIONS*** 15: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 16: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 17: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 18: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 19: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 23: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 20: 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) 21: 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) 22: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 24: Maintain fire extinguisher coverage throughout. 25: 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) 26: 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) 27: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 28: 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) 29: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1018.1) 33: 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) 31: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 30: 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). 35: 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) 34: 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) 36: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 37: 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. 32: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: 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** 0301 CONCRETE SLAB 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0409 FRAMING 4037 SI -CAST -IN-PLACE 4046 SI-EPDXY/EXP CONC 4028 SI-REINF STEEL -WELD 4035 SI -SOILS CITY OF TUKYPILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. IN e--00-77 Project No. Date Application Accepted: Date Application Expires: (For once use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 9725 EAST MARGINAL WAY S 98108 Tenant Name: The Boeing Company - Martin Probst King Co Assessor's Tax No.: 562420-0990 Suite Number: 09-064 Floor: PROPERTY OWNER Name: Martin Probst - The Boeing Company Name: The Boeing Company Cit': 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 Cit': Seattle State: WA zip: 98124 Phone: (206) 852-4985 Fax: (253) 657-4659 Email: martin.r.probst@boeing.com GENERAL CONTRACTOR INFORMATION Company Name: The Boeing Company - Martin Probst Address: PO Box 3707; M/C: 46-208 City: Seattle State: WA Zip: 98124 Phone: (206) 655-2121 Fax: Contr Reg No.: BOEINGC*294ML Exp Date: 01/18/2019 Tukwila Business License No.: H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: ❑ Yes ..No ARCHITECT OF RECORD Company Name: Sazan Group, Inc Company Name: Rolluda Architects Address: 600 STEWART ST STE 1400 Architect Name: Eric Cranston Phone: (206) 267-1700 Fax: (206) 267-1701 Address: 105 S MAIN ST STE 323 City: Seattle State: WA Zip: 98104 Phone: (206) 624-4222 Fax: (206) 624-4226 Email: eric@rolludaarchitects.com ENGINEER OF RECORD Company Name: Sazan Group, Inc Engineer Name: Sophie Lim Address: 600 STEWART ST STE 1400 City: Seattle State: WA Zip: 98101 Phone: (206) 267-1700 Fax: (206) 267-1701 Email: slim@sazan.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Martin Probst - The Boeing Company Address: PO Box 3707; M/C 46-208 City: Seattle State: WA Zip: 98124 Page 1 of 4 l n BUILDING PERMIT INFORMATIr4 — 206-431-3670 vole Valuation of Project (contractor's bid price): $ 350,000 Existing Building Valuation: $ 13,496,100 Describe the scope of work (please provide detailed information): Upgrade the 9-64 Building to provide electrical, communications, mechanical cooling, and fire suppression to accommodate (8) Network Control Center units: 101, 102, 103, 104, 106, 107, 108, and 109. Unit 105 is the existing NCC. 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? D Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers Z Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes Z No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Materia! 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:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor 1,887 1,887 II -B FI 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: 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? D Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers Z Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes Z No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Materia! 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:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 " I ' PUBLIC WORKS PERMIT INFOvIATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila O ...Sewer Use Certificate 0 .. Highline ❑...Valley View ❑ .. Renton ❑...Sewer Availability Provided 0 .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut 0 ...Total Fill cubic yards cubic yards ❑ .. 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 ❑ ...Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Grease Interceptor ❑ ...Cap or Remove Utilities 0 .. Curb Cut 0 .. Channelization O ...Frontage Improvements 0 .. Pavement Cut 0 .. Trench Excavation ❑ ...Traffic Control 0 .. Looped Fire Line 0 .. Utility Undergrounding 0 ...Backflow Prevention - Fire Protection Irrigation " Domestic Water ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size 55 WO # ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑ ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \201 I 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 OW R OR AUTHORIZ Signature: AGENT: Print Name: Martin Probst - The Boeing Company Mailing Address: PO Box 3707; M/C 46-208 Date: 03/16/2018 Day Telephone: (206) 852-4985 Seattle WA 98124 H: \Applications\Forms-Applications On Line \2011, Applications\Permit Application Revised- 8-9-11. docx Revised: August 2011 bh City State Zip Page 4 of 4 Cash Register Receipt, City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $257.50 D18-0077 Address: 9725 E MARGINAL WAY 5 BLDG 9-064 Apn: 0003400018 $257.50 Credit Card Fee $7.50 Credit Card Fee R000.369.908.00.00 0.00 $7.50 PUBLIC WORKS $250.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 TOTAL FEES PAID BY RECEIPT: R14349 $250.00 $257.50 Date Paid: Thursday, April 26, 2018 Paid By: MARTIN R PROBST Pay Method: CREDIT CARD 058699 Printed: Thursday, April 26, 2018 10:37 AM 1 of 1 CINWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY PAID $6,499.67 D18-0077 Address: 9725 E MARGINAL WAY S BLDG 9-064 Apn: 0003400018 $6,499:67£= Credit Card Fee $189.31 Credit Card Fee R000.369.908.00.00 0.00 $189.31 DEVELOPMENT $6,124.89 PERMIT FEE R000.322.100.00.00 0.00 $3,709.33 PLAN CHECK FEE R000.345.830.00.00 0.00 $2,411.06 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $185.47 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14024 R000.322.900.04.00 0.00 $185.47 $6,499.67 Date Paid: Friday, March 16, 2018 Paid By: MARTIN PROBST Pay Method: CREDIT CARD 098857 Printed: Friday, March 16, 2018 1:48 PM 1 of 1 RWSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:of T &� Approved TypeInspection: 3 J) ii-biNct +-TAA — Address: C11 25 6-- digithidA-- D to Called: Specia Instructions: t '. 10q)1.'30" ate Wanted: (Ci p.m. Requester: Phone No: elOCO t 9'z 6170-- Approved per applicable codes. a Corrections required prior to approval. COMMENTS: &'A14t, C'4/2" Inspector: Date: / _30 r z REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project` e1✓l9-N–{„`�i` i4/(C Type of InspectsC 1— Address: l Ci/ r% 2d.J /i?lS Date Called: Special Instructions: Cat l 6,1 a_ --t- Past I !?rA.11" a rift '1:0r esc ort Date Wanted: a.m. / Requester: U et -etre 17_ le IV►e %�S Phone No: _ X6? --9•- 695' a - proved per applicable codes. Corrections required prior to approval. COMMENTS: tg�1 -it) -4;(4,\14o Insp °Lak Date: ll b. 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 V 13-00 -77 ProjType (111 et -6, y Net < of Inspection: dE-3c r Add ss: -a 5 eiiitus Date Called: Special Instructions: Date Wanted: (i Ii f /) <� 0 m. Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. JCOMMENTS: t 4 DK 6 to) v kZap LUAitimu I I -666 u 'k ( MIA OIC. Inspecto 1A0A/� / r Date: Ii"1 I 1 (C1J 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 Dl 5 co77 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: Type of Inspection: Address: ` qiaG mins q-©& Y Date Called: Special Instructions: Date Wanted: /Df3i)Ig am. Re nester: U� Phone o: 05 -7(e5 -o9103 ElApproved per applicable codes. vutOMMENTS: Corrections required prior to approval. `f -ti elk • crjerN4 lel S I lh nal t f15 i UY)s Ck,C6131 V1-1Eir, n-iu Po R /di 31Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. EDI INSPECTION NO. INSPECTION RECORD Retain a copy with permit A18-0077 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ect: 6 P4J Ts. Inspection: ` Pt Address: bate Called: Special Instructions: Bof.:1 4-?' v / Aicis.""' ^ Date Wanted: I a.m. P.m. Reque ter: A) Phone No:pp --77 20o-052-' � !'S Approved per applicable codes. El Corrections required prior to approval. COMMENTS: .Q,A/v/iee/A/6- @ froszu/ 1 cel, Irv' /`'r C L *VD (Dl/rl � Inspector: Date: 8.,.17.8 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Dle -0077 Pro' Type Inspection: 1I,. 72 mss' C 'E T 4p; ✓r,l/TAire/ e—Aisme,-x Isve RA'liY,ic,'in"G csts Ca✓CRtz, Ad ress: 977 E. 40,,,,..,c-, Date Called: ?ir Special Instructions / ''/\ rtg -6/1 -A/4-0042- Date Wanted: O `e/ — L a.m. p.m. R eq Phone No: J/ Approved per applicable codes. JJ Corrections required prior to approval. COMMENTS: Og — 0,077/1V6- .RoV/Vi . e/ivG - ®14c- 72 mss' C 'E T 4p; ✓r,l/TAire/ e—Aisme,-x Isve RA'liY,ic,'in"G csts Ca✓CRtz, Inspector: Date: e -/ -l8 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 4 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: C',� �` r;,,, -e I ki- 4 Type of Inspection: I �i 7 {-6 Address: Suite #: 2--c— 0 c i✓'' Contact Person: No 57�w s y�. ivo`(--- p,14,Nti.)_ec) & Special Instructions: Phone No.: Approved per applicable codes. \� Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: 5,52//141-cle/ 1(091 7-tosl- ,5,dL.1c.J Monitor: -(zri 4/4 36 cui, tfl-z ba c__--rivolt_e__6--- _ No 57�w s y�. ivo`(--- p,14,Nti.)_ec) & ) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 1 -2 -1, -7e --)Zi— Date: Li /7,i/cc/Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T. F.. D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: � 64- _ Type of Inspection7124 f� Address: r.., Suite #: ,1 c_ fes/ Cohtact Person: ); Special Instructions: Z Pre -Fire: Occupancy Type Pone No.: , Approved per applicable codes. Corrections required prior to approval. COMMENTS: "110-vt---8 AiLe() -5/0t 1M fa /14A14) Needs Shift Inspection: 7 Sprinklers: 7 Fire Alarm: if Hood & Duct: Monitor: Pre -Fire: Occupancy Type Permits: Inspector: (1,744 <4 Date: // // (1'g Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: (7) J6�- Type of Inspection: Type - /- Lira-- 9- Address: Suite #: Z. 1 w5 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: { Monitor: 50' I il /&(--{---vs / ff2V` 4 pprave d Occupancy Type: --- N e z4- Lir a, l s71-- - Ng -cd fly /o."o -t----€ S -04-frk-- t/•e/(1 c im /4 s p. r- Revi of 1 - /ieed � .1 t k - (e: v EYL CJl. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 1-7iw- 5-4_-- Date: M/-3)/ i ` Firs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip:: cam_ Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 ACLegenkolb Boeing 9-64 Tukwila, WA man Structural Calculations Building Permit Submittal March 12, 2018 Degenkolb Job Number: 88735001.00 REVIEWED FOR APPROVED APR U 6 2018 City of Tukwila BUILDING DIVISION Degenkolb Engineers E a e 600 University Street. Suite 720 Seattle, WA 98101 N800w77 262.9240 phone 262.9348 fax RECEIVED CITY OF TUKWILA MAR 16 2018 PERMIT CENTER 0 Degenkolb Subject: 5? Niit'} cs „ e. Job Number: Date:31Q1\.� Job: V:I S21-4 (0 0\— (,A By: ©I\5 Section: Checked By: Checked By: DGS Page) of SAN PNNf)-1\()E Q � cyb5 = a.0%\ (,st, kkET ) 7-4 =. 6 (ASCE /I, ciL,E \'). ‘ - CQ = 39:,ato RSSV ri . CC, e (>.C. WP2s61,3w (max ore 17-. 6\ • TN IA \ VI` Ucc€C\ - -.e- N\—t = � - o .b\}; _. 6%9.. o fQ • S(," Mme= (P.°• \.1i) • (.3,0\ 0.06)2.eo% • 'IA */ ¶563\ u pL-z 12 z = 5i o* - ,•4 <Mv_ tva opt.a.VeV L -6v 61 S>v `,rts-m . Rio 'ityJ. �0. p�s5z:�, .s IA 46,s 6 c.a.t,c't = 6 (11S# X1.2 /G ANL Q_ XryS = 13-rit .5.x"--1 Alt = 3H3 c433 - d 1-3 )01% «^> (3) # \O 5 N,5 -tkssv 1-1\E un y.:, w4,tt-L6 R 2oGR o5L Zt•4-r.C.Ai TErsSL .r -a 10 �C,.APhca.ri z 4)IA- r�Citu-ou /%1„.6 SEE A -T -T t0'1E0) // NIa = C.401 Vt -3 = 1SZ 7 -x-m-* 15 P CELE SyveA -zt4 SC.9.6'4 S Noone S 16 c, N p �c, GV -f t -t6 (CAv. C2-) 3f cmu4s) Degenkolb Subject C.-sa \ J-1.: No cyrk3 ?,_44, G E Job Number: Date: 3 l(z, 1 I % Job: %0E -t1 \S & CA - qz:--k By; .) N'S Section: Checked By: Checked By: DGS Page 2 of 7-?-11,1A5V-izsg\I\ 41...Pc-VV-14\ 014 -rt biz.Q0K11) 04-\ _ 0 •,-\ • OA • (,-s3sc;. - •=, `3..3c)s l -v• )11-* "-* HthOVNE Nlie.-G-1<Z)SzVs.-- VA" Ii ( 04) 3") \ri 441c* 52t—r4 ->N‘...t i‘ts OV141--- -ri-Nz."C % 1r) -at* \,.Y? E. CL•i) 1=04 cAcAr... ',$7;:c.,4"i 2 - _s2.7 Lt)\ ot$0,-"zr-) - 0) I at Yoz r•Ps Qse__ 2..‘,zz \-4/ schz,,,t:1 le:? LE) Si-tv6 E.1 -EI r\ "lcz.d* F0V-. tsixe.;ksW1. \AT ptiAcsict.)wpct,E -vc) NesPo-l— Czs NeSpiL-L- SUPPORT W/ MA, Ci9-1\\E1 UNISTRUT POST jvi •••=. GG-1,••91`a."--- coc,c0- / 2.= D -1M -ft \-N0V-rt S‘I‘Psi- 11.-T 569)* • rrAld cl..3k&• StiC-Pikt. Q. Pr-r-isce.)/1/24:bFzs Al4CW0Q..5 UT nix -T 4 - 0 c•• -22_1# 22,114.•)6::% 93* ADegenkolb Subject: OF ZOZ-S 7 Job Number: Date: I % 1 k% Job: Q) p g-2.1,‘ is G - %k,,‘ BY: N.isc S Section: Checked By: Checked By: DGS Page 3 of Trn�PtC.�T of os'4E.1y p Cly I,0,PftC6 Ja z S 34ST SLooV C7cC\L 3 PSV- "SozSt S PSrc' MC,J cY 3? -LA U -s C��►UV i � ST DL DEcti�tvC, WL? $., VAV4)3- • (zN:N (32'Y/ rb 107 57 -V-T `i.)% \" SF"c-' 4T or S?A �'''13s''"/3./t- % = r3 /0 1"`o&nEN i www.hilti.us 1■■11`TI Profis Anchor 2.7.6 Company: Specifier: Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: 1 Boeing 9-64 3/8/2018 Specifiers comments: 1 Input data Anchor type and diameter: HIT-HY 200 + HAS -E B7 3/8 Effective embedment depth: hef,act = 2.375 in. (het.limit = - in.) Material: ASTM A 193 Grade B7 Evaluation Service Report: ESR -3187 Issued I Valid: 11/1/2016 1 3/1/2018 Proof: Design method ACI 318-14 / Chem Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in. Anchor plate: Ix x I, x t = 3.000 in. x 6.000 in. x 0.500 in.; (Recommended plate thickness: not calculated Profile: no profile Base material: uncracked concrete, 3000, f,' = 3,000 psi; h = 12.000 in., Temp. short/long: 32/32 °F 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)) Geometry [in.] & Loading [Ib, in.Ib] Z 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 www.hilti.us 1■■11`T1 Profis Anchor 2.7.6 Company: Specifier: Address: Phone I Fax: E -Mail: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 171 171 171 0 2 171 171 171 0 max. concrete compressive strain: - [96o] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 343 [Ib] resulting compression force in (x/y)=(0.000/0.000): 0 [Ib] 3 Tension Toad Load Na, [Ib] Page: Project: Sub -Project 1 Pos. No.: Date: 2 Boeing 9-64 3/8/2018 Capacity a N„ [Ib] Utilization 13N = Nua/} N„ Status Steel Strength* Bond Strength** Sustained Tension Load Bond Strength* Concrete Breakout Strength** * anchor having the highest loading **anchor group (anchors in tension) 171 343 N/A 343 3.1 Steel Strength Ns. = ESR value N8a a N„a Variables Ase,N [in.21 refer to ICC -ES ESR -3187 ACI 318-14 Table 17.3.1.1 f„da [psi] 0.08 Calculations Nsa [Ib] 9,685 Results Ns. [Ib] 9,685 125,000 4) steel • N,a [Ib] Nus [Ib] 0.750 7,264 171 7,264 3 OK 1,652 21 OK N/A N/A N/A 2,068 17 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 vwvw.hilti.us 1■■11`TI Profis Anchor 2.7.6 Company: Specifier: Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: 3 Boeing 9-64 3/8/2018 3.2 Bond Strength ANa Nag = () W ect,Na W ec2,Na W ed,Na W cp,Na Nba 4) Nag 2 Nue AN. = see ACI 318-14, Section 17.4.5.1, Fig. R 17.4.5.1(b) ANao = (2 CNa)2 CNa = 10 da1100 1 Wec.Na= \1+eN)51.0 CNa = 0.7 + 0.3 (CCNa ) 51.0 W coy. = MAX Ca—min ' Cac CNa 5 1.0 Cac Nba = a ' T k,c aN,seis ' ' da het Variables k,c,un« [Psi] da [in.] he [in.] 2,261 0.375 2.375 ee1,N [in.] ec,N [in.] cac [in.] 0.000 0.000 3.892 ACI 318-14 Eq. (17.4.5.1.b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.5.1c) ACI 318-14 Eq. (17.4.5.1d) ACI 318-14 Eq. (17.4.5.3) ACI 318-14 Eq. (17.4.5.4b) ACI 318-14 Eq. (17.4.5.5b) ACI 318-14 Eq. (17.4.5.2) Ca,min [in.] 2.000 X T k,e [psi] 2,261 aN,seis Calculations CNa [in.] ANa [in.2] ANN) [in.2] 5.352 100.75 114.57 ecl,Na W ec2,Na W cp,Na 1.000 1.000 1.000 Results Nag [Ib] $ bond 4) seismic 3,388 0.650 0.750 1.000 W ed,Na 0.812 Nba [lb] 4,744 W W nonductae 1.000 0.750 $ Nag [Ib] 1,652 N. [lb] 343 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 www.hilti.us 1■■IIL.TI Profis Anchor 2.7.6 Company: Specifier: Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: 4 Boeing 9-64 3/8/2018 3.3 Concrete Breakout Strength —(to) W ec,N W ed,N W c,N W cp.N Nb Nay N� 2 Nua AN, see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b) ANS = 9 hf 1 Wec,N +2eN 551.0 3 haf Wed.N=0.7+0.3 Ca min 51.0 1.5haf iy cp,N =MAX Ca=min 1.5haf S 1.0 Cac Cac Nb =kca h5 Variables hat [in.] ec1,N [in.] 2.375 0.000 Cac [in.] kc 3.892 24 Calculations ANC [in.2] AN,0 [in.2] 56.32 50.77 Results Ncbe [Ib] + concrete 4,243 0.650 ed,N [in.] 0.000 X.a 1.000 W ecl,N 1.000 + seismic 0.750 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 fc [psi] 3,000 W ec2,N 1.000 W norductile 1.000 1.000 W ed.N W cp,N 0.868 0.915 Nb [lb] Ncbg [Ib] Naa [Ib] 2,068 343 4,811 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 www.hilti.us Profis Anchor 2.7.6 Company: Specifier. Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: 5 Boeing 9-64 3/8/2018 4 Shear Toad Load VUe [Ib] Capacity + V„ [Ib] Utilization pv = V,,,l$ V„ Status Steel Strength* 171 2,644 7 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength (Bond Strength controls)** 343 2,372 15 OK Concrete edge failure in direction x+** 343 1,412 25 OK * anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Vsa = av,seis (0.6 Ase,v futa) m V5 2 Vue Variables Ase,v [in.2] 0.08 Calculations Vsa,eq [Ib] luta [psi] refer to ICC -ES ESR -3187 ACI 318-14 Table 17.3.1.1 ov.sets (0.6 key fora) [Ib] 4,067 Results [lb] 4,067 125,000 0.700 5,810 steel 4 Vsa [Ib] V. [Ib] 0.650 2,644 171 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 Hilb is a registered Trademark of Hilti AG, Schaan www.hilti.us Profis Anchor 2.7.6 Company: Specifier. Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: 6 Boeing 9-64 3/8/2018 4.2 Pryout Strength (Bond Strength controls) 1 AN VCpg = [(• Wa0) W ecl,Na W ec2,Na W ed.Na W cp.Na Nba] $ VCpg a Vu8 ANa see ACI 318-14, Section 17.4.5.1, Fig. R 17.4.5.1(b) ANa0 = (2 cNa)2 CNa = 10 da 1100 1 yr ae,Na =\ 1 + eN 51.0 CNa W ed,Na = 0.7 + 0.3 (man) 5 1.0 (Gamin CM2) W cp,Na =MAX Cac , Cae 5 1.0 Nba = a ' T k,c ' aN,seis ' 1t ' da ' het Variables l�, ^cp T k,c,uncr [psi] da [in.] 1 2,261 0.375 ee1.N [in.] ee2.N [in.] cao [in.] 0.000 0.000 3.892 ACI 318-14 Eq. (17.5.3.1b) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.5.1c) ACI 318-14 Eq. (17.4.5.1d) ACI 318-14 Eq. (17.4.5.3) ACI 318-14 Eq. (17.4.5.4b) ACI 318-14 Eq. (17.4.5.5b) ACI 318-14 Eq. (17.4.5.2) hef [in.] 2.375 k a Calculations cNa [in.] ANa [fn?] ANao fn?1 5.352 100.75 114.57 W ecl,Na W ec2,Na W cp,Ne 1.000 1.000 1.000 Results Vcp9 [lb] 4, concrete 4) seismic 3,388 0.700 1.000 1.000 W ed.Na 0.812 Nba [Ib] 4,744 W nonductile 1.000 Ca.min [in.] 2.000 aN,seis 0.750 4, VcP9 [lb] 2,372 k,e [psi] 2,261 V. [lb] 343 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 www.hilti.us 1■■IILIT I Profis Anchor 2.7.6 Company: Specifier: Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: 7 Boeing 9-64 3/8/2018 4.3 Concrete edge failure in direction x+ Avc Vag = (Avg) W ec,v W ed,V W c,V W h,V W parallel,V Vb Vcbg a Vua Avc see ACI 318-14, Section 17.5.2.1, Fig. R 17.5.2.1(b) Avco = 4.5 cel 1 W ec,v = 1 1 2ev <_ 1.0 3ca, say =0.7+0.3(12Z.) 1.0 h,v '-\1171-1h5caf 2 1.0 W Vb = (7 (d)o.z ) X a ces a Variables cel [in.] 2.000 la [in.] 2.375 Calculations Avc [in 2] 27.00 Results Vag [Ib] 2,017 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) ca2 [in.] ecv [in.] W c,v ha [in.] 12.000 0.000 1.400 12.000 a da [in.] 1.000 0.375 Avco [in 2] W ec,v 18.00 1.000 ( [psi] 3,000 W ed,v W parallel,V 4 concrete m seismic 0.700 1.000 5 Combined tension and shear Toads 1.000 nonductile 1.000 W h,V Vb [Ib] 1.000 961 Vcbg [Ib] V1e [Ib] 1.000 1,412 343 RN Pv Utilization RN,v [%] Status 0.208 0.243 5/3 17 OK PNvR +Rv<=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 Hilt) is a registered Trademark of Hilt) AG, Schaan www.hilti.us 11411011r Profis Anchor 2.7.6 Company: Specifier: Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: 8 Boeing 9-64 3/8/2018 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 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. • Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report 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 goveming 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. Installation of Hilti adhesive anchor systems shall be performed by personnel trained to install Hilti adhesive anchors. 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 www.hi@i.us 1■■11`TI Profis Anchor 2.7.6 Company: Specifier. Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: 9 Boeing 9-64 3/8/2018 7 Installation data Anchor plate, steel: - Profile: no profile Hole diameter in the fixture: df = 0.438 in. Plate thickness (input): 0.500 in. Recommended plate thickness: not calculated Drilling method: Hammer drilled Cleaning: Compressed air cleaning of the drilled 7.1 Recommended accessories Drilling Anchor type and diameter: HIT-HY 200 + HAS -E B7 3/8 Installation torque: 180.000 in.lb Hole diameter in the base material: 0.438 in. Hole depth in the base material: 2.375 in. Minimum thickness of the base material: 3.625 in. hole according to instructions for use is required Cleaning Setting • Suitable Rotary Hammer • Properly sized drill bit Coordinates Anchor in. Anchor 1 2 • Compressed air with required accessories to blow from the bottom of the hole • Proper diameter wire brush •y 1.500 1.500 • Dispenser including cassette and mixer • Torque wrench O 0 0 0 0 0 2 0 o 0 ri cno 0 1 O 0 0 0. 0 k+i T 1.500 1.500 x y c_, c, cy 0.000 -1.500 0.000 1.500 c,r, 2.000 12.000 2.000 15.000 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 www.hilti.us 1■■11`TI Profis Anchor 2.7.6 Company: Specifier. Address: Phone I Fax: E -Mail: Page: Project: Sub -Project I Pos. No.: Date: 10 Boeing 9-64 3/8/2018 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 n G '1 z z 0 > O 0 D 0 z 0 c 0 O 0 m 3 R m m wW N C Po—m 1. gYr i3 mom' m V 1N 0E m X A HI A8 NMVLJO 91.0Z/1.0/I. l :31V0 Longview, TX. (903) 2484800 3996-699 (008) "AN `syiedg D 1I EQ E0 IEQ Ic . 0Z• • • 2 O -4 M43/d NVTkL1 0 D 0 > z -4 0 0 O 0 x 0 x _f Z 0 z 0 0 6 0 O 7 0 •""R. 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X i. co A 0 O z 0 31 cu -U -U �r m m- n m Oco co >0 Z r '— m M coz °W nm 0 m� w - D 9) (I) 0m co O 0(') 0 c O m-1 1Z c m0 OW 1 m r r D Z 0-4 —1 v00 OS2 '0om ,0)0 A X y, x0) 00 D MW WM Sm MM 0 Z MM MM 0 0m 0(' 0D PRINTED: 1/12/2017 O 0z mo -1c vc mW 1 Iidt3a aN3 eana :.ON 1/1110J 0 0 11V13a aloHoa31W r 0 Created /6/2011 6:01:04 AM CUT SHEET FOR FAN UNIT TRINE' Beebe 09-64 AW Cettdlitlitg UM Replacement 121/2457m Palmed UkyLtriq Rmttp -C R Items: AC -1257 01y 1 Tags AC -1251- 2/9/2018 C-12.5727912018 121207111 NOTES: 1. THRU -THE -BASE GAS AND ELECTRICAL IS NOT STANDARD ON ALL UNITS. (SELECTED OPTION: SEE ACCESSORYSHE ET) 2. VERIFY WEIGHT. CONN ECTIO N. AND ALL DIME NSION WITH INSTALLER DOCUMENTS BEFORE INSTALLATION DOWNFLOW CONDENSATE DRAIN CONN 1" NPT PACKAGED COOLING - DOWNFLOW ISOMETRIC DRAWING 4 114' 41/4" I p1915/16"— -- 28 314- 7/16" J 76 5/16' RETURN L J 681 /16" SUPPLY L Y J 7B" D IA. HOLE (UNIT CONTROL WIRE ) 2 DIA HOLE (UNIT POWER WIRE) PACKAGED COOLING-DOWNFLOW PIAN VIEW DRAWING TOPSS DUsa1 Diming ALL WEIGHTS AM DYENSIONSARE APPROXYATE Page 1 Screw and Weld Capacities Screw Capacities Table Notes 1. Capacities based on AISI S100 Section E4. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. Tabulated values assume two sheets of equal thickness are connected. 3. Capacities are based on Allowable Strength Design (ASD) and include safety factor of 3.0. 4. Where multiple fasteners are used, screws are assumed to have a center -to -center spacing of at least 3 times the nominal diameter (d). 5. Screws are assumed to have a center -of -screw to edge -of -steel dimension of at least 1.5 times the nominal diameter (d) of the screw. 6. Pull-out capacity is based on the lesser of pull-out capacity in sheet closest to screw tip or tension strength of screw. 7. Pull -over capacity is based on the lesser of pull -over capacity for sheet closest to screw header or tension strength of screw. 8. Values are for pure shear or tension loads. See AISI Section E4.5 for combined shear and pull -over. 9. Screw Shear (Pss), tension (Pts), diameter, and head diameter are from CFSEI Tech Note (F701-12). 10. Screw shear strength is the average value, and tension strength is the lowest value listed in CFSEI Tech Note (F701-12). 11. Higher values for screw strength (Pss, Pts), may be obtained by specifying screws from a specific manufacturer. Thickness Design Yield (Mils) Thickness (ksi) Tensile (ksi) Allowable #6 Screw (Pss = 643 Ibs, Pts=419 lbs) 0.138" dia, 0.272" Head Screw Connection #8 Screw (Pss=1278lbs, Pts = 586 Ibs) 0.164" dia, 0.272" Head Capacity (lbs) #10 Screw (Pss= 1644 Ibs, Pts=1158lbs) 0.190" dia, 0.340' Head #12 Screw (Pss= 2330 lbs, Pts = 2325 Ibs) 0.216" dia, 0.340" Head yP Screw (Pss= 3048 Ibs, Pts = 3201 lbs) 0.250" dia, 0.409" Head Welds Transverse 43 54 68 97 0.0451 0.0566 0.0713 0.1017 33 33 33 33 Shear Pull -Out Pull -Over Shear Pull -Out Pull -Over Shear Pull -Out Pull -Over Shear Pull -Out Pull -Over Shear Pull -Out Pull -Over 18 0.0188 33 33 44 24 84 48 29 84 52 33 105 55 38 105 60 44 127 27 0.0283 33 33 82 37 127 89 43 127 96 50 159 102 57 159 110 66 191 30 0.0312 33 33 95 40 140 103 48 140 111 55 175 118 63 175 127 73 211 33 0.0346 33 45 151 61 140 164 72 195 177 1'8- 265 188 95 265 203 110 318 43 0.0451 33 45 214 79 140 244 94 195 263 109 345 280 124 345 302 144 415 54 0.0566 33 45 214 100 140 344 118 195 370 137 386 394 156 433 424 180 521 68 0.0713 33 45 214 125 140 426 149 195 523 173 386 557 196 545 600 227 656 97 0.1017 33 45 214 140 140 426 195 195 548 246 386 777 280 775 1,016 324 936 118 0.1242 33 45 214 140 140 426 195 195 548 301 386 777 342 775 1,016 396 1,067 54 0.0566 50 65 214 140 140 426 171 195 534 198 386 569 225 625 613 261 752 68 0.0713 50 65 214 140 140 426 195 195 548 249 386 777 284 775 866 328 948 97 0.1017 50 65 214 140 140 426 195 195 548 356 386 777 405 775 1,016 468 1,067 118 0.1242 50 65 214 140 140 426 195 195 548 386 386 777 494 775 1,016 572 1,067 Weld Capacities Table Notes 1. Capacities based on the AISI S100 Specification Sections E2.4 for fillet welds and E2.5 for flare groove welds. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. 3. Capacities are based on Allowable Strength Design (ASD). 4. Weld capacities are based on E60 electrodes. For material thinner than 68 mil, 0.030" to 0.035" diameter wire electrodes may provide best results. 5. Longitudinal capacity is considered to be loading in the direction of the length of the weld. 6. Transverse capacity is loading in perpendicular direction of the length of the weld. 7. For flare groove welds, the effective throat of weld is conservatively assumed to be less than 2t. 8. For longitudinal fillet welds, a minimum value of EQ E2.4-1, E2.4-2, and E2.4-4 was used. 9. For transverse fillet welds, a minimum value of EQ E2.4-3 and E2.4-4 was used. 10. For longitudinal flare groove welds, a minimum value of EQ E2.5-2 and E2.5-3 was used. Thickness (Mils) Design Thickness Fy Yield (ksi) Allowable Weld Fu Tensile (ksi) Capacity (lbs / in) Fillet Longitudinal . Welds Transverse Flare Groove Longitudinal Welds Transverse 43 54 68 97 0.0451 0.0566 0.0713 0.1017 33 33 33 33 45 45 45 45 499 626 789 1125 864 1084 1365 1269 544 682 859 -' 663 832 1048 -, 54 68 97 0.0566 0.0713 0.1017 50 50 50 65 65 65 905 1140 1269 1566 1972 1269 985 1241 -' 1202 1514 -' 70 We/d capacity for materia/ thickness greater than 0.10' requires engineering judgment to determine /eg of we/ds, W1 and W2. www.SSMA.com Copyright © 2014 by the SSMA 3/6/2018 Design Maps Summary Report lag Design Maps Summary Report User -Specified Input Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.51572°N, 122.30013°W Site Soil Classification Site Class E - "Soft Clay Soil" Risk Category I/II/III USGS—Provided Output SS = 1.516 g S1 = 0.574 g SMS = 1.364 g SM1 = 1.377 g Sos = 0.910 g S01 = 0.918 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. PACER Response Spec tr'urn 1 10 1.0) -. 09.1 aeo — aw Q03 Q ) - Q10 Design Response Spectrum S O] I I I I I I I I I 1 adz IIDO Gen agi3 Q.S3 1.01 1 al I. 0 I.fC 1.01 103 Period i (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. haps://earthquake.usgs.gov/cn 1 /designmaps/us/summary.php?template=minimal&latitude=47.5157214&longitude=-122.3001327&siteclass=4&riskcat... GENERAL PURPOSE 600V and Below " Capacitran" Energy-Efficlent Transformers Three Phase Type CP -3 60 Hertz With Taps 80° C. Rise Class 220 2-21/2% FLAN & 4-2'/2% FCBN Taps KVA Rating Basic Catalog Number Catalog Number Suffix for Voltage Rating of 208V to 208Y/120V 240V to 208Y/120V 480V to 208Y/120V 600V to 208Y/120V 11 AC311 -3T181-180 -41-18H80 -8T18H80 -9T18H80 15 AC315 20 AC320 25 AC325 -3T181-180 •4T 18H80 -8T 18H80 -9T 18H80 30 AC330 37'/7 AC337 45 AC345 -3T181-180 -4T18H80 -8TI8H80 -9T18H80 60 A1C.360 75 AC375 11212 AC3112 -3T18H80 -4118H80 -8T18H80 -9T18H80 150 AC3150 225 AC3225 300 AC3300 -3T18H80 -41-18H80 -8T18H80 -9T18H80 400 AC3400 500 AC3500 750 AC3750 -3T18H80 -4T18H80 -8T181-180 -9T181-180 1000 AC31000 U.L. Listed For indoor use. See page 54 for indoor dimensions and drawings. Other KVA ratings, voltages and tap arrangements are available. Please contact Factory. Three phase units rated 11 KVA through 45 KVA are designed for floor mounting or for wall mounting with special accessory brackets. See page 16. Units over 45 KVA are designed for floor mounting only. 11 KVA and larger are available in outdoor 3R padrnount enclosure. See pages 55 and 56 for dimensions and pricing. Ail information subject to change without notice. TIT ii.tNLY 7.111 TUT-P.CTUBTNG CO SECTION OF GENERAL PURPOSE PAGE 54 GU0V and Below Dimensions and Weights for Type GP -3 indoor Three Phase/80° C. Rise Design "Capacitran" Energy -Efficient Transformers Fig. 1 Fig. 2 L r- tl.�HO y 1k r-- B .(DIA.) Floor or Platform Mounting Enclosure Features • U_L Listed for indoor use. • Available with well brackets up to 45 KVA, For waft bracket information, see page 16. Units over 45 KVA are designed for floor mounting only. • Spacious wiring compartment and terminals at bottom - away from "Hurt Zone." • Conduit entry to wiring compartment from the lower right side. left side, back or through expanded - metal bottom • Easy -to -read descriptive nameplate and complete connection diagram nameplate on front cover panel. • Each unit equipped with internal vibration isolation mounts between core and coil unit and enclosure to minimize transmission of inherent vibration, keeping sound levels to an absolute minimum. • Finished in attractive grey enamel. KVA Rating Fig No. Approximate Overall Dimensions in Inches Mounting Dimensions in inches Approx. Net Wt. in lbs. Height Width Depth A B C 11 1 24 I63/a 133/5 14 10 7/16 22.0 15 I 27 18'/8 15118 16 12 7A8 250 20 1 27 18 le 153/8 16 12 ?/!6 310 25 1 27 19'/8 173/8 171 14 '//6 390 30 1 27 19 %a 17% 17' 14 'b, 400 371/2 1 31 22,/8 21% 20 18 7/ii. 560 45 1 31 223/8 2133/8 20 18 '/16 630 60 2 46 32 24 28 19 9/1h 950 75 2 46 32 24 28 19 ¢/,e. 990 1121/2 2 46 32 24 28 19 //ii, 1200 150 2 53 32 24 28 19 9h6 1700 225 2 53 32 24 28 19 9/16 1900 300 2 65 42 30 38 25 9//a 2500 400 2 65 42 30 38 25 9/16 3000 500 2 75 48 36 44 30 11;6 4400 750 2 86 52 36 48 30 13/an 5500 1000 2 86 54 38 50 31 13/ii. 7000 1 I KVA and larger are available in outdoor 3R padmount enclosure. See pages 55 and 56 for dimensions and pricing. Verify weights and dimensions with factory before using for construction purposes. All information subject to change without notice. TII.HTNEV ELECTRICAL ::.i11X;LIA AclUlii;iCl CO �!' d•,;. 1 . _ 'r;_. i LI • . 1 Dimensions and Weights for Type GP -3 Outdoor 8111 Padmount Enclosures Three Phase 80° C. Rise Design "Capacitran" Transformers 60 Hertz -%.rD"H d 1 C P te. _ .. ��.7TGHOLLS Y- —�a F - r.ES ti - 1l - r 171.3t.:1- S /DE 1F k4 Df P`H- - - 1 E - -fJ 6 Ere wr 13 3,1' — �`y'4 �5 Va. tiT 1 RCMCVAB.E 9CTTDl SERCCIA' 1 Nom co- TRMISFtRHER 429 ..w.a....c.--^p.. Outdoor 3R Padmount Enclosure Features Fig. 1 • U.L. Listed for outdoor use ▪ Weather-proof 12 gauge enclosure, top cover, and door. • The enclosure is zinc coated inside and outside, then primered and painted with urethane or epoxy paint. per paragraph 6.9 C, U.L. Spec 1561. • Tamper -proof hex head or penta head bolt, with 3 point latch mechanism and padlock provision, stainless steel hardware. • Conduit entry to 'Airing compartment through expanded -metal bottom or from lower sides. • Optional rear door available. • Also available in galvanized or stainless steel enclosures. Consult factory for pricing and avarlabr?iry. 1 17 i 1 1 1 r 111 - — 2L 3! �S?�fif ! 5ra. 12 112" REMIVAT,E 9CTTC41 SLRECN i 9 a.,' fRCMT GK TRGN:FORNTR '}f ;'l/T /i Fig. 2 Phase KVA Rating Approximate -Overall Dimensions in Inches Mounting Dimensions3 in Inches Base Details Approx. Net Wt. In lbs. Height Width Depth A B C D E 11 36 241 28 A 21 24 9/14 24 2I Fig. # 1 375 15 36 249/8 28 'A 21 24 9/14 24 21 Fig. #1 405 20 36 241/4 28 Y 21 24 9/4 24 21 Fig. # 1 450 25 36 24 Ya 28 '/0 21 74 9/141 24 21 Pig.1 520 30 36 24 h 28 'A 21 24 9/14 24 21 Fig # 1 530 37 '/z 36 245/H 28'A 21 21 Via 24 21 Fig # 1 670 45 36 24 Ora 28 'A 21 24 9/14 24 2i Fig. # 1 710 60 48 361/4 36 %a 33 36 ?Ay 30 77 Fig. #2 1070 75 48 361/2 36 A 33 36 9/14 30 27 Fig. #2 1 1 10 112 Y2 48 365/8 36 % 33 36 9/16 30 27 Fig. #2 1320 To specify Tierney Pa Amount, add suffix "-1'M" to the indoor catalog number Verify weights and dimensions with factory before using for construction purposes. All information subject to change without notice. Ti:RNLY ELECTRICAL M71Nt3T'At'TU"R1NC C`C) r)6 -767 -3.:m -i • !' x ''OO 762 -58-67 • tikvv, •k, - i —s r. a f'n!" tris •.sixt • F. ma)! .,,, i,.:t two ta, riatarn ..7 S1,4 -,xz:i AGE'.GENERrikL PURPOSE 600V -and Below Dimensions and Weights for Type GP -3 Outdoor 3R Padmount Enclosures Three Phase 800 C. Rise Design "Capacitran" Transformers 60 Hertz - UEP'I4 - _. _ c. urulrrLes` -_. _ - e PLACES IrmvII a" tAWSIG•IT• 111—: QB'.0.0 Lt IC/4 Irmo L+ TN1ytr.L.. :T a "1.4.2 Fig. 1 Fig. 2 Outdoor 3R Padmount Enclosure Features • U.1.. Listed for outdoor use. • Weather-proof 12 gauge enclosure, top cover, and door • The cnclosurc is zinc coated inside and outside, then primered and painted with urethane or epoxy paint, per paragraph 6.9 C, U.L. Spec 1561. • Tamperproof hex head or penia head bolt, with 3 point latch mechanism and padlock provision, stainless steel hardware. • Conduit entry to wiring compartment through expanded -metal bottom or from lower sides. • Optional rear door available. • Also available in gahaanized or stainless steel enclosures. Consult factory for pricing and availability. 3 Phase KVA Rating Approximate Overall Approximate Dimensions in Inches Mounting Dimensions in Inches Base Details Net Wt. in lbs. Height Width Depth AB CD E 150 57 36 Va 361/4 33 36 9/16 30 27 None 1775 225 60 445/8 42 A 40 44 ' /m 34 30 Fig. # 1 2140 300 72 545/8 48''A 50 54 '3A6 36 32 Fig. P12 7900 400 72 545/e 48' 50 54 '146 36 37 221. #2 3400 500 80 60 Ye 46'/0 55 60 ''/Ir, 42 34 None 5050 750 80 60fe 46'/0 55 60 13/16. 42 34 None 5750 1000 90 601 46'/4 55 60 1376 42 34 None 7460 1'o specify Tierney Padmount, add suffix "-PM" to the indoor catalog number Verify weights and dimensions with factory before using fur construction purposes. All information subject to change without notice. TIERNFY EI.FCT} UCAL ..4 ,ua I W ik 93104 • 1.1,(W -7R7 -35:l4 • 1':u 'tura-iEi -IfYK7 • K°w•a A Ilii UFACTURI N u,Scr-trtrdIlrnu•r.cam • Ft -rote; ESR -2682 1 Most Widely Accepted and Trusted Page 10 of 15 TABLE 6—ALLOWABLE ADHESIVE BOND TENSION AND SHEAR LOADS FOR THREADED RODS IN THE FACE OF HOLLOW CONCRETE MASONRY UNITS (POUNDS)1'a7s Anchor Diameter inches (inches) Embedment 2 (inches) Tension 56 Load ' ' Critical and Minimum Edge Distance for Tension, c, and crm, (inches)at Shear Load ccr4 s,e Edge Distances for Shear6 Critical, cc, (inches) Minimum, cm!. (inches) Load Reduction Factor 1/4 2 220 4 355 4 4 1.00 5/16 2 390 4 630 12 4 0.73 343 2 390 4 645 12 4 0.73 /2 2 390 4 670 12 4 0.73 TABLE 7—ALLOWABLE ADHESIVE BOND TENSION AND SHEAR LOADS FOR HIT -IC INSERTS IN THE FACE OF HOLLOW CONCRETE MASONRY UNITS (POUNDS)1'33's Anchor Diameter (inches) Embedment 2 (inches) Tension 456 Load ' ' Critical and Minimum Edge Distance for Tension, cu and Cr,,,, (inches) Shear Load at cc;'5'6 Edge Distances for Shear6 Critical, c,, (inches) Minimum, cm,n (inches) Load Reduction Factor 5/16 2 415 4 605 12 4 0.80 3/6 2 4805 4 620 12 4 0.78 '/2 2 4955 4 620 12 4 0.75 For SI: 1 inch = 25.4 mm, 1 lbf = 4.45 N, 1 psi = 6.89 kPa. The following footnotes apply to both Tables 6 and 7: All values are for anchors installed in hollow concrete masonry with minimum masonry strength of 1500 psi. Concrete masonry units must be light-, medium, normal -weight conforming to ASTM C90. Allowable loads have been calculated using a safety factor of 5. 2 Tabulated embedment depth is limited by the length of the plastic HIT -SC screens. 3 Anchors must be installed in the face of the hollow CMU masonry wall. A maximum of two anchors may be installed in a single cell of the hollow CMU block. 4 Tabulated values are for one anchor installed in the cell of the hollow CMU. Installation in other locations of the hollow CMU (mortar joints, flange, or cell web) is not permitted. 5 The minimum spacing, s„„ for which values are available and installation is permitted is 4 inches. Two anchors installed in adjacent cells may be spaced as close as 4 inches apart with no reduction in tension or shear capacity. Two anchors installed in the same cell can be spaced as close as 4 inches apart with no reduction in shear capacity. For two anchors installed in the same cell spaced as close as 4 inches apart, the 3/6 -inch and 1/2 -inch diameter HIT -IC inserts require a 20% reduction in the tension capacity, and the 6/16 -inch diameter HIT -IC insert requires no reduction in tension capacity. 6 The critical edge distance, c„„ is the edge distance where full load values in the table may be used. The minimum edge distance, c,„;,, is the minimum edge distance for which values are available and installation is permitted. Edge distance is measured from the center of the anchor to the closest edge. 7 Anchors are not recognized for resisting earthquake forces. When using the basic load combinations in accordance with IBC Section 1605.3.1, or the alternative basic load combinations in IBC Section 1605.3.2, tabulated allowable loads must not be increased for wind loading. 6 Allowable loads must be the lesser of the adjusted masonry or bond values tabulated above and the steel values given in Table 10. 8 Tabulated allowable bond loads must be adjusted for increased base material temperatures in accordance with Figure 1, as applicable. PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0077 DATE: 03/16/18 PROJECT NAME: BOEING #9-64 - NETWORK SITE ADDRESS: 9725 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 3�4 j Building Division %-?-H ubhc Works A-0(1 kJc 1' - 't 8 L -/J AyA- Fire Prevention Planning Division111 Structural ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 03/20/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved nApproved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 04/17/18 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 BOEING COMPANY, THE Home Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Page 1 of 9 Search L&I A -Z Index Help Myr L&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 07/1311971— 01/18/2019 Bond Help us improve httns://secure_lni_wa_unv/verify/fetailasnx7TTRT=178OO5(1fR&.T.TC=RCIRTNC*794MT. SAW= 4/9/9018 BOEING COMPANY, THE FEDERAL INS CO Bond account no. 81312466 $12,000.00 Received by L&I Effective date 01/14/2002 01/01/2002 Expiration date Until Canceled Insurance Ace American Insurance Company $10,000,000.00 Policy no. HD0G27870442 Received by L&I Effective date 10/0612017 1010112017 Expiration date 10/01/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 700,216-00 Doing business as BOEING COMPANY THE Estimated workers reported N/A L&I account contact (360)902-4817 Track this contractor 0 Self Insured. This business is certified to cover its own workers' comp costs. No premiums due. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 02127/2018 Inspection no. 317948012 Location 3003 W Casino Rd Everett, WA 98203 No violations Page 2 of 9 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 4/9/2018 BOEING COMPANY, THE Inspection results date 02/05/2018 Inspection no. 317946568 Location 7742 E Marginal Way South Seattle, WA 98108-3516 Inspection results date 07/31/2017 Inspection no. 317945013 Location 3003 W Casino Rd Everett, WA 98203 Inspection results date 07/07/2017 Inspection no. 317945444 Location 3003 W Casino Rd Everett, WA 98203 Inspection results date 05/10/2017 Inspection no. 317944514 Location 3003 W Casino Rd Everett, WA 98203 Inspection results date 0412112017 Inspection no. 317944148 Location 737 Logan Ave. N. Renton, WA 98055 Inspection results date 03/14/2017 Inspection no. 317943931 Location 3003 W Casino Rd Everett, WA 98203 Inspection results date 10/13/2016 Inspection no. 317940860 Location 7755 E. Marginal Way Seattle, WA 98108 Under appeal. The results of the inspection are being challenged. Date of appeal 03/08/2018 No violations No violations No violations Violations Violations No violations Page 3 of 9 Help us improve httnc•//ceenre lni wa anv/verifv/fetail acnx7TTRT=17ROOSnfn&..T.TC=110FTNC*794MT.&RAW= 4/9/7(11 R BOEING COMPANY, THE Inspection results date 10/0412016 Inspection no. 317942065 Location 3003 W Casino Rd Everett, WA 98203 Inspection results date 09/09/2016 Inspection no. 317941079 Location 2400 Perimeter Rd Auburn, WA 98001 Inspection results date 0610112016 Inspection no. 317940136 Location 3003 W Casino Rd Everett, WA 98203 Inspection results date 03/25/2016 Inspection no. 317939415 Location 3003 W Casino Rd Everett, WA 98203 Inspection results date 03/07/2016 Inspection no. 317939171 Location 2400 Perimeter Rd Auburn, WA 98001 Inspection results date 02/2412016 Inspection no. 317938546 Location 3003 W Casino Rd Everett, WA 98203 Inspection results date 12/16/2015 Inspection no. 317937871 Location 701 1st Avenue North Algona, WA 98001 Inspection results date 07/30/2015 Violations No violations No violations No violations No violations Violations No violations No violations Page 4 of 9 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 4/9/2018 BOEING COMPANY, THE Inspection no. 317936638 Location 3003 W Casino Rd Everett, WA 98203 Inspection results date 07/27/2015 Inspection no. 317936709 Location 700 15th St SW Auburn, WA 98002 Inspection results date 07/01/2015 Inspection no. 317936252 Location 18001 Canyon Road E Puyallup, WA 98371 Inspection results date 06/15/2015 Inspection no. 317935564 Location 18001 Canyon Rd E Puyallup, WA 98373 Inspection results date 03/17/2015 Inspection no. 317613784 Location 3003 W Casino Rd Everett, WA 98203 Inspection results date 01/29/2015 Inspection no. 317615136 Location 17-06 Bldg. Auburn, WA 98001 Inspection results date 12/24/2014 Inspection no. 317583854 Location 2400 Perimeter Rd Auburn, WA 98001 Inspection results date 12/05/2014 Inspection no. 317607786 No violations No violations No violations No violations No violations No violations Violations Page 5 of 9 Help us improve httos://secureini.wa.gov/verifv/Detail.asnx?UBI=178005030&LIC=BOEINC*294ML&SAW= 4/9/2018 BOEING COMPANY, THE Location 1 800 N. 6th St Renton, WA 98055 Inspection results date 11/19/2014 Inspection no. 317382018 Location 3003 W Casino Rd Everett, WA 98203 Inspection results date 11/1312014 Inspection no. 317606580 Location 7742 East Marginal Way S Seattle, WA 98108 Inspection results date 11/06/2014 Inspection no. 317385177 Location 3003 W Casino Rd Everett, WA 98203 Inspection results date 09/10/2014 Inspection no. 317385409 Location 18001 Canyon Rd E Puyallup, WA 98375 Inspection results date 08/20/2014 Inspection no. 317400943 Location 2400 Perimeter Rd Auburn, WA 98001 Inspection results date 0810412014 Inspection no. 317319127 Location 18001 Canyon Road E Puyallup, WA 98371 Inspection results date 07/15/2014 Inspection no. 317381622 Location Violations No violations Violations No violations Violations No violations No violations Page 6 of 9 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 4/9/2018 BOEING COMPANY, THE Park Avenue, Bldg 41 2 Renton, WA 98055 Inspection results date 06/24/2014 Inspection no. 317298792 Location 3003 W Casino Rd Everett, WA 98203 Inspection results date 06/12/2014 Inspection no. 316964311 Location 3003 West Casino Road Everett, WA 98203-1910 Inspection results date 06/12/2014 Inspection no. 316973932 Location 3003 West Casino Road Everett, WA 98203-1910 Inspection results date 01/09/2014 Inspection no. 316895937 Location 2400 Perimeter Rd Auburn, WA 98002 Inspection results date 10/25/2013 Inspection no. 316848662 Location Park Avenue, Bldg 41.2. Renton, WA 98055 Inspection results date 10/08/2013 Inspection no. 316854975 Location 3003 West Casino Road Everett, WA 98203-1910 Inspection results date 07/03/2013 Inspection no. 316776152 Location 3003 W Casino Rd Everett, WA 98204 Violations No violations No violations Violations Violations Violations Violations Page 7 of 9 Help us improve httns://secure.lni.wa.gov/verifv/Detail.asnx?UBI=178005030&LIC=BOEINC*294ML&SAW= 4/9/201R BOEING COMPANY, THE Inspection results date 07/01/2013 Inspection no. 316580729 Location Fabrication Division Auburn, WA 98002 Inspection results date 06/14/2013 Inspection no. 316576222 Location N Boeing Field PS Paint Hanger Seattle, WA 98124 Inspection results date 05/13/2013 Inspection no. 316739846 Location 3003 W Casino Rd Everett, WA 98203 Inspection results date 03/04/2013 Inspection no. 316581305 Location 2400 Perimeter Rd Auburn, WA 98001 Inspection results date 01/31/2013 Inspection no. 316554260 Location 800 Logan Ave N Bldg 21 Renton, WA 98055 Inspection results date 12/11/2012 Inspection no. 316537158 Location 3003 W Casino Rd Everett, WA 98203 Inspection results date 12/07/2012 Inspection no. 316535459 Location 700 15th St SW Auburn, WA 98002 Violations Violations No violations No violations No violations Violations No violations Page 8 of 9 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 4/9/2018 BOEING COMPANY, THE Inspection results date 09/12/2012 Inspection no. 315954719 Location 3003 West Casino Road Everett, WA 98204-1910 Inspection results date 07/06/2012 Inspection no. 315789933 Location 3003 West Casino Road Everett, WA 98204-1910 Inspection results date 04119/2012 Inspection no. 315921460 Location 9725 East Marginal Way S Tukwila, WA 98108 Violations Violations Violations Page 9 of 9 Washington State Dept of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.aov/verifv/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 4/9/2018 T H E COMPANY FACILITIES AND ASSET MANAGEMENT VICINITY PLAN PROJECT WORK LOCATION OXBOW PARKING LOT DEVELOPMENTAL CENTER NO SCALE 9-64 1 NETWORK 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 CODE SUMMARY CODES: 2015 INTERNATIONAL BUILDING CODE & WAC 51-50 2015 INTERNATIONAL MECHANICAL CODE & WAC 51-52 2015 INTERNATIONAL FIRE CODE & WAC 51-54 2015 UNIFORM PLUMBING CODE & WAC 51-56 2015 UNIFORM PLUMBING CODE AMENDMENTS A, B & I & WAC 51-57 2017 NATIONAL ELECTRIC CODE, AMENDMENTS A, B & C & WAC 296-46B-010 2015.WASHINGTON STATE ENERGY CODE WAC 51-11 CURRENT CITY OF TUKWILA ZONING ORDINANCES CONTRACTOR & STATE NUMBER• THE BOEING CO. BOEINC*294ML (01.18.2019) BOEING PROJECT ENGINEER. — BOEING CONTACT: MARTIN R. PROBST FAX NUMBER. 253-657-4659 E—MAIL. martin.r.probst©boeinq.com ZONING: PHONE: 206-852-4985 OCCUPANCY GROUP. GROUP Fl FACTORY CONSTRUCTION TYPE. TYPE II—B ALLOWABLE AREA INCREASE SPRINKLERED & 60' SET—BACK (NO CHANGES) OCCUPANT LOAD: (ALLOWABLE) NO CHANGE FLOOR AREA: (ACTUAL) NO CHANGE (TABLE 10—A) OFFICES OCC. BLDG GROSS 1,887 SQ FT STORAGE OCC TUNNEL SQ FT LABORATORY OCC FIRST FLOOR 1,887 SQ FT CANOPY OCC 1ST FLR MEZZ SQ FT OTHER OCC 2ND FLOOR SQ FT 2ND FLOOR ME77 SQ FT PROJECT AREA 1,887 SQ FT BUILDING HEIGHT: (ACTUAL) STORIES: 1 18 FT MEZZANINE ? (—j (YES) (NO) FIRE PROTECTION: SPRINKLERED THROUGHOUT PER NFPA 13 ? SQ FT (YES) ❑ (No) SEPARATION EXTERIOR WALL (NON—BEARING) HOUR RATING EXTTERIOR WALL (BEARING) HOUR RATING INTERIOR WALL (NON—BEARING) HOUR RATING INTERIOR WALL (BEARING) HOUR RATING DEMOUNTABLE PARTITIONS HOUR RATING STRUCTURAL FRAME HOUR RATING FLOOR/CEILINGS HOUR RATING ROOF CONSTRUCTION HOUR RATING SEISMIC DESIGN: ZONE DESIGN LOADS: (CHAPTER 16) I' • » ROOF: LIVE (SNOW) __FLOOR: OFFICE MECH/STOR STAIRS (PSF) (PSF) (PSF) (PSF) CONCENTRATED. SEPARATE PERMIT REQUIRED FOR: (L4chanical Q' Iectncal ({���I mbing Cafes Piping City of Tukwila BW.DING DIVISION REVISIONS No changes shallLiebe de. to the scope • of work d+,ithot;. prior approval of kOd Ala Building Division. NOTE: Ryvisicn<, will require a new plan submittal and may include additional plan review fees. FILE COPY Permit No. ILLQQ.1.7 Plan review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: Date: City of Tukwila BUILDING DIVISION SCOPE OF WORK TYPE OF APPLICATION: NEW ❑ ALTERATION ADDITION ❑ TENANT IMPROVEMENT ❑ SCOPE OF WORK 1. ARCHITECTURAL: A. REMOVE PORTION OF INTERIOR WALL. B. PROVIDE FLASHING FOR ALL PENETRATIONS. CIVIL: A. REMOVAL OF EXISTING CONCRETE WALL, CURBS AND EQUIPMENT HOUSEKEEPING PADS. B. CONSTRUCTION OF NEW EQUIPMENT HOUSEKEEPING PADS. C. RELOCATION OF EXISTING FENCING. 3. STRUCTURAL: A. PROVIDE UTILITIES SUPPORT FOR MECHANICAL AND ELECTRICAL EQUIPMENT. B. PROVIDE HOUSE KEEPING PAD FOR ROOF TOP UNITS. (THE FOLLOWING ITEMS NOT INCLUDED IN THIS PERMIT SUBMITTAL) 4. MECHANICAL: A. REMOVE (2) 10 -TON UNIT SPLIT AIR CONDITIONING UNITS AND ASSOCIATED DUCTWORK. B. REMOVE 5 -TON LIEBERT SPLIT SYSTEM AIR CONDITIONING UNIT. C. PROVIDE (2) 12.5 -TON PACKAGED ROOFTOP AIR CONDITIONING UNITS AND INSTALL OUTSIDE ON THE GROUND. D. PROVIDE SUPPLY AND RETURN DUCTWORK, FITTINGS, ACCESSORIES AND SUPPORTS. EXTEND SUPPLY DUCTWORK FROM NEW AC UNITS AND CONNECT TO EXISTING SUPPLY DUCT INSIDE BUILDING. F. MODIFY EXISTING DUCTWORK AND REPLACE DAMPER ACTUATOR AND SUPPLY DIFFUSERS. G. EXTEND SUPPLY DUCTWORK TO SERVE NETWORK ROOM. PROVIDE DUCTWORK, FITTINGS AND DIFFUSERS. H. REPLACE CEILING MOUNTED UNIT HEATER. . CONTROLS: A. REMOVE ROBERTSHAW CONTROLS AND REPLACE WITH SIEMENS DDC CONTROLS, WHICH INCLUDES GRAPHICS AND PROGRAMMING TO ALLOW OPERATOR TO MONITOR AND RUN THE SYSTEM REMOTELY. FIRE PROTECTION A. REMOVE WET SPRINKLER SYSTEM VALVE, PIPING AND SPRINKLERS. EXISTING CONTROL VALVE TO REMAIN. B. PROVIDE DOUBLE INTERLOCK PREACTION SYSTEM VALVE AND TRIM, AIR COMPRESSOR, PIPING AND SPRINKLERS. C. PROVIDE ALL FIRE ALARM DESIGN, EQUIPMENT AND MATERIALS, INSTALLATION AND TESTING FOR THE SYSTEM. D. OBTAIN FIRE SPRINKLER PERMIT AND FINAL ACCEPTANCE BY THE AUTHORITY HAVING JUSRISDICTION (AHJ). ELECTRICAL: A. PROVIDE (1) 225A RATED, 225A MCB, 480Y/277V, 30, 4-W, NEMA 12, IEM TYPE PIU PANELBOARD B. PROVIDE (2) . 225A RATED, 150A MCB, 208Y/120V, 30, 4-W, NEMA 12, IEM TYPE PIU PANELBOARD C. PROVIDE (1) 225A RATED, 100A MCB, 120V, 10, 3-W, NEMA 12, IEM TYPE PIU PANELBOARD D. PROVIDE (2). 45KVA, 480-208Y/120V, 30, 4-W, 80' RISE, TRANSFORMER. E. PROVIDE L6 -20R RECEPTACLES. F. PROVIDE 4-PLEX RECEPTACLES. G. PROVIDE POWER CONNECTION TO OWNER FURNISHED 10KVA, RACK MOUNTED UPS. H. REPLACE LIGHTING FIXTURES WITH LED LIGHTS. I. REPLACE FLUORESCENT LAMPS WITH LED LAMPS. FIRE ALARM SYSTEM: A. ALL FIRE ALARM WORK SHALL BE PERFORMED BY SEATRONICS INC (TONY DEONIGI, 253-350-0240). PROVIDE ALL FIRE ALARM DESIGN, EQUIPMENT AND MATERIALS, INSTALLATION AND TESTING FOR THE COMPLETE SYSTEM. B. OBTAIN FIRE ALARM PERMIT AND FINAL ACCEPTANCE BY THE AUTHORITY HAVING JURISDICTION (AJH). THE ENGINEER MAKES NO REPRESENTATION THAT THE QUANTITY OR LOCATION OF DEVICES SHOWN ON PLANS OR DESCRIBED IS SUFFICIENT TO SATISFY THE AHJ. C. REPLACE FIRE ALARM SYSTEM WITH NEW. FIRE ALARM CONTROL PANEL SHALL BE LISTED FOR DOUBLE INTERLOCK PREACTION SPRINKLER RELEASING. D. REPLACE VESDA SYSTEM WITH NEW. NEW VESDA SYSTEM SHALL PROVIDE COVERAGE THROUGHOUT THE BUILDING WITH. THE EXCEPTION OF THE MECHANICAL ROOM. PROVIDE HEAT DETECTION IN MECHANICAL ROOM. VESDA SYSTEM AND HEAT DETECTION SYSTEM SHALL PROVIDE LEVEL OF RELEASE FOR PREACTION SYSTEM. PRODUCT SUBMITTAL REQUIREMENTS: 1 PRODUCT DATA A. SUBMIT COMPLETE LIST OF PRODUCTS SPECIFIED, WITH NAME OF MANUFACTURER, TRADE NAME, MODEL NUMBER OF EACH PRODUCT, AND NAME OF SUBCONTRACTOR INSTALLING THE WORK. B. SUBMIT GROUPED TO INCLUDE COMPLETE SUBMITTALS OF RELATED SYSTEMS, PRODUCTS, AND ACCESSORIES IN A SINGLE SUBMITTAL. C. MARK EACH COPY TO IDENTIFY PRODUCTS, MODELS, OPTIONS, AND OTHER DATA. SUPPLEMENT MANUFACTURERS' STANDARD DATA TO PROVIDE INFORMATION UNIQUE TO THIS PROJECT. D. SUBMIT ELECTRONIC COPIES 2. SHOP DRAWINGS A. SUBMIT SHOP DRAWINGS AND PRODUCT DATA FOR ALL ITEMS SPECIFIED. MANUFACTURER'S INSTRUCTIONS A. WHEN SPECIFIED, SUBMIT MANUFACTURER'S PRINTED INSTRUCTIONS FOR DELIVERY, STORAGE, ASSEMBLY, INSTALLATION, STARTUP, ADJUSTMENT, AND FINISHING.PROVIDE IN QUANTITIES SPECIFIED FOR PRODUCT DATA. B IDENTIFY CONFLICTS BETWEEN MANUFACTURER'S INSTRUCTIONS AND CONTRACT DOCUMENTS ON SUBMITTAL. RECORD DRAWINGS A. MAINTAIN "AS -BUILT" DRAWINGS ON SITE; KEEP UP TO DATE AT ALL TIMES. THESE DRAWINGS SHALL CLEARLY INDICATE, IN: RED PENCIL ON COPIES OF CONTRACT DRAWINGS, THE LOCATIONS or ALL CONCEALED. AND UNDERGROUND CONDUIT AND ALL DEVIATIONS TO THE DRAWING. B. DELIVER FOR OWNER USE: TWO NEATLY MARKED "AS -BUILT" SETS OF PRINTS AT THE COMPLETION OF THE WORK. 5. OPERATING AND MAINTENANCE INSTRUCTIONS A. SUBMIT: INSTRUCTIONS COMPLETELY DESCRIBE THE FUNCTION AND OPERATING SEQUENCE OF EACH SYSTEM INSTALLED. INCLUDED IN THIS SUBMITTAL SHALL BE APPROVED COPIES OF ALL SHOP DRAWINGS AND DATA SHEETS SUBMITTED ABOVE. B SUBMIT WITH FIVE (5) DAYS AFTER COMPLETION OF ALL WORK AND PRIOR TO TURNING THE SYSTEM OVER TO OWNER FOR USE. C PROVIDE INSTRUCTION TO OWNER ON THE OPERATION AND MAINTENANCE OF THE EQUIPMENT INSTALLED. INSTRUCTION SHALL BE AT JOB SITE, AFTER COMPLETION AND TESTING OF EQUIPMENT, AT TIME DESIGNATED BY OWNER. DRAWING INDEX RECEIVED CITY OF TUKWILA MAR 16 2018 PERMIT CENTER SHORT CIRCUIT CALCULATIONS AND PROTECTIVE DEVICE SELECTIVE COORDINATION: A. CONTRACTOR SHALL ENGAGE SIEMENS ENGINEERING SERVICES TO PROVIDE SHORT CIRCUIT CALCULATIONS AND PROTECTIVE DEVICE SELECTIVE COORDINATION. (SIEMENS ENGINEERING SERVICES HAS THE CURRENT DATABASE, AND HAS PERFORMED ALL ANALYSES FOR THE SITE). B. SHORT CIRCUIT AND ARC FLASH CALCULATIONS SHALL BE PERFORMED FOR ALL NEW EQUIPMENT AND FOR ALL LOADS FED FROM NEW PANELBOARD ON THIS PROJECT. CALCULATIONS AND/OR ANALYSES SHALL BE ACCOMPLISHED USING 'SKM' SOFTWARE. C. ALL NEW 480V SWITCHING LOCATIONS (PANELS, SWITCHBOARDS, CONTROL PANELS), AND ANY 208V PANEL NOT MEETING THE WCEC EXCEPTION SHALL BE ARC FLASH LABELED. THE DC HAS A SITE SPECIFIC ARC FLASH LABEL FORMAT, EXAMPLES WILL BE PROVIDED. D. COORDINATION CURVES AND ADJUSTABLE CIRCUIT BREAKER SETTINGS SHALL BE PREPARED FOR THE ENTIRE PROJECT AREA ELECTRICAL SYSTEM FROM SUBSTATION SOURCE BREAKERS. THE ENGINEERING SERVICE SHALL PROVIDE A COMPLETE SELECTIVE TRIPPING DESIGN FOR THE PROJECT. ODE COMPLIANCE APPROVED APR u 6 2018 City of Tukwila BUILDING DIVISION 10. COMMISSIONING: A. COMMISSIONING OF THE NEW MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE UNDER THIS CONTRACT. SHEET NO. GENERAL 09 -064 -GO ARCHITECTURAL. 09-064-1A1OR 09-064-1A28OR 09-064-1A10 09-064-A500 STRUCTURAL 09-064-S2 09-064-1S6OR 09-064-RFS160R 09-064-1S10 09-064-1S60 09-064-RFS160. 09-064-S501 CIVIL 09 -YD -C615 -1R 09 -YD -C615-1 09 -YD -C616 09-YD-LS168 SHEET NAME REVISION DATE COVER SHEET FLOOR PLAN - REMOVAL REFLECTED CEILING PLAN - REMOVAL FLOOR PLAN MISCELLANEOUS DETAILS GENERAL NOTES SLAB PLAN - REMOVAL ROOF FRAMING PLAN - REMOVAL FOUNDATION PLAN SLAB PLAN ROOF FRAMING PLAN MISCELLANEOUS DETAILS ENLARGED SITE PLAN - REMOVAL ENLARGED SITE PLAN MISCELLANEOUS CIVIL DETAILS AND NOTES LAWN SPRINKLER PLAN 03.12.18 A 03.12.18 A 03.12.18 A 03,12.18 - 03,12.18 A 03.12.18 A 03.12.18 A 03.12.18 A 03.12.18 A 03.1?.18 A 03.12.18 A 03.12.18 A 03.12.18 03.12.18 03.12.18 03.12.18 77 PERMIT SUBMITTAL MARCH 12, 2018 CITY OF TUKWILA BLANKET PERMIT NO. BPA17-009 RECEIVED MAR 2 0.2018 TUKWILA PUBLIC WORKS REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 9-64 1NETWORK W5539184 =C/ROLLUDA 03.12.18 GIST; 'ED AHI CT STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN CHECKED DATE SUBTITLE COVER SHEET CURRENT REVISION W5539184 SYMBOL A DATE 03.12.18 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER 9-64 1NETWORK BUILDING 09-064 COL. A—Z/1-23 DEVELOPMENTAL CTR SHEET. GO JOB NO. W2511733 COMP NO. DWG NO. 09-064—GO LEGE\] GE\HAL \OTES UTILITY ROOM 5ESS SWITCH ROOM .EFFE\CE NAWI\GS DCN SITE NETWORK ROOM CABLE VAULT -ENOVAL \OTES: REMOVE PORTION OF EXISTING FRAME WALL FROM FINISH FLOOR TO STRUCTURE ABOVE. COORDINATE WITH ELECTRICAL DRAWINGS IN THIS SET. PATCH AND REPAIR EXISTING ADJACENT FINISHES AS REQUIRED BY REMOVAL. REMOVE ASPHALT, CONCRETE WALL AND CURBS AND RELOCATE FENCING PER CIVIL DRAWINGS IN THIS SET: REMOVE PORTION OF EXISTING CMU WALL FOR NEW DUCTWORK. SEE MECHANICAL AND STRUCTURAL DRAWINGS IN THIS SET. FLOCPLAN SCALE: 1/4" = 1'-0" REVIEWED FOR, COC' T PLIANCE APPROVED APR 1)15 2018 PERMIT SUBMITTAL MARCH .12, 2018 MAR 1 6 2018 PERMIT CENTER REVISION APPROVED REVISION APPROVED A 9-64 1NETWORK W5539184 =C/ROLLUDA 03.12.18 Q,�BOE/NG E ARCkftC ARCM TECI ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN M. DITTMAR CHECKED DATE 4-12-02 SUBTITLE FLOOR PLAN REMOVAL NCINEER DATE TITLE 9-64 1NETWORK CURRENT REVISION W5539184 SYMBOL 03.12.18 C CRANSTO STATE OF WASHINGTON CHECKED APPROVED APPROVED BUILDING 9-64 JOB NO. W5539184 COMP NO. ARCHITECTURAL MASTER DEV. CENTER, WA DWG NO. 09-064-1A1OR UTILITY ROOM J 'N SITE N ETW RK ROO 1 CABLE VAULT ..111111, -EFLECTED CEILI\G PLA\ SCALE: 1/4" = 1'-0" LEGE\D GE\HAL \OTES EFEE\CE JAWI\GS blB 0017 PERMIT SUBMITTAL MARCH .12, 2018 CONSTUCTIO\ \OTES REMOVE CEILING TILES, GRID AND ASSOCIATED HANGARS AND BRACING AND DISPOSE OF. PATCH AND REPAIR EXISTING FINISHES AS REQUIRED BY REMOVAL. COORDINATE REMOVAL OF ELECTRICAL AND MECHANICAL ITEMS AT CEILING WITH M/E REMOVAL DRAWINGS IN THIS SET. REVIEWED FOR CODE COMPLIANCE APPROVED APR u 6 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 16 2018 PERMIT CENTER SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A 9-64 1NETWORK W5539184 C/ROLLUDA 03.12.18 el___.mEinzmr 6604 ISTER AR ITE( STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN M. DITTMAR CHECKED DATE 4-12-02 SUBTITLE REFLECTED CEILING PLAN REMOVAL CURRENT REVISION W5539184 SYMBOL ' DATE 03.12.18 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER 9-64 1NETWORK BUILDING 9-64 DEV. CENTER, WA SHEET 1A280R JOB NO. W5539184 COMP NO. DWG NO. 9-64-1 A28OR u r c c r c c L L C 1B� x� x x� x x x x x 14 x� x 4 UTILITY ROOM 340 S.F. 2 OCCUPANTS 10 \16, 11 10 NETWORK ROOM 1350 S.F. 5 OCCUPANTS 11 10� CABLE VAULT FLOG PLA SCALE: 1/4" = 1 -0" NOTES: OCCUPANCY LOAD ASSUMES 300 S.F. PER OCCUPANT PER IBC TABLE 1004.1.2 FOR ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM. x x REVIEWED FOR CODE APPROVED APR u 6 2018 City of Tukwila t4tt-qt044 13p/we fi PERMIT SUBMITTAL MARCH 12, 2018. LEGE\D GE\ RAL \OTES 'EFRE \CE NAWI\GS CO\S-RUCTIO\ NOTES AT NEW FRAMED OPENING, PROVIDE AND INSTALL NEW 5/8" GWB SHEATHING TO MATCH EXISTING. PREP AND PAINT TO MATCH EXISTING. TYPICAL AT BOTH JAMBS AND OPENING HEADER. COORDINATE WITH STRUCTURAL FRAMING PLANS AND SECTIONS IN THIS SET. PROVIDE AND INSTALL VCT TILE TO MATCH EXISTING AS CLOSE AS POSSIBLE AT EXPOSED CONCRETE FLOOR. WHERE WALL HAS. BEEN REMOVED. PROVIDE AND INSTALL 4' HIGH STAINLESS STEEL CORNER GUARDS AT BOTH JAMBS. (4) TOTAL. PATCH AND REPAIR WALL WHERE . DUCTWORK/PIPING HAS BEEN REMOVED. 3 1/2" STUDS AT 16" O.C. W/ 5/8" GWB EACH SIDE. COORDINATE WITH MECHANICAL REMOVAL SHEETS. PROVIDE SEALANT AND FLASHING AT NEW DUCT PENETRATION AT CMU WALL. SEE DETAIL 1/A500. COORDINATE WITH MECHANICAL. PROVIDE METAL CAP AND SEALANT AT FORMER PIPE PENETRATIONS AT CMU WALL. SEE DETAIL 2/A500. COORDINATE WITH MECHANICAL. NEW EQUIPMENT PAD PER CIVIL DRAWINGS IN THIS SET. PATCH AND REPAIR EXISTING FRAME WALL FINISHES AS REQUIRED WHERE REMOVING EXISTING PIPING. PATCH IN ALL REMOVAL LOCATIONS, WHETHER. FLAGGED OR NOT. COORDINATE WITH MECHANICAL DRAWINGS IN THIS SET. PROVIDE CMU INFILL AT EXTERIOR WALL WHERE EXISTING MECHANICAL LOUVER HAS BEEN REMOVED. MATCH CMU TYPE. PAINT EXTERIOR OF BUILDING FROM GRADE TO PARAPET CAP. EXTERIOR WALLS: GLIDDEN 'THIN ICE' PPG1001-3, SATIN EXTERIOR DOORS AND FRAMES: GLIDDEN 'BLACK PEPPER' SEMI -GLOSS PREP AND PAINT INTERIOR WALLS FROM FLOOR TO STRUCTURE ABOVE. GLIDDEN 'WHITE -ON -WHITE' 30GY 88/104, EGGSHELL PROVIDE NEW. CONCRETE WALL AND EQUIPMENT PADS PER MECHANICAL AND CIVIL DRAWINGS IN THIS SET. RELOCATE FENCING PER CIVIL DRAWINGS IN THIS SET. RE-ROUTE DOWNSPOUT FROM COLLECTOR BOX AS REQUIRED BY NEW DUCTWORK PENETRATIONS. SEE MECHANICAL. PROVIDE SIGNAGE AT DOORS INTO ELECTRICAL EQUIPMENT ROOMS STATING THE FOLLOWING: 'THE ROOM CONTAINS ENERGIZED BATTERY SYSTEMS.' 'THE' ROOM CONTAINS ENERGIZED .ELECTRICAL CIRCUITS.' 'THE BATTERY ELECTROLYTE SOLUTIONS, WHERE PRESENT, ARE CORROSIVE LIQUIDS.' PROVIDE (2) LAYERS 5/8" TYPE 'X' GWB AT UTILITY ROOM SIDE OF WALL AT WEST AND SOUTH FACES, FROM FINISH FLOOR TO ROOF STRUCTURE. PROVIDE 2 -HR FIRE CAULKING AT TOP OF WALL WHERE JOINING WITH METAL DECK AT ROOF STRUCTURE. PROVIDE 2 -HR FIRE -STOP CAULKING (AND BACKING WHERE REQUIRED) AT ALL THROUGH WALL PENETRATIONS AT EXISTING FRAME WALLS. SEE DETAIL 3/A500. RECEIVED CITY OF TUKWILA 840, 00 7 MAR 16 2018 7 PERMIT CENTER SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A 9-64 1NETWORK W5539184 C/ROLLUDA 03.12.18 Ergl" tr� ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN M. DITTMAR CHECKED DATE 4-12-02 SUBTITLE FLOOR PLAN CURRENT REVISION W5539184 SYMBOL A DATE 03.12.18 APPROVED BY DEPT. DATE ENCINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER 9-64 1 NETWORK BUILDING 9-64 DEV. CENTER, WA SHEET 1A10 JOB NO. DWG NO. W5539184 09-064-1A10 COMP NO. INTERIOR INSULATED DUCTWORK PER MECHANICAL SEALANT, TYP. PRE -FINISHED SHEET METAL DRIP FLASHING AT ENTIRE DUCT OPENING FLEXIBLE SEALANT AND BACKER ROD EXTERIOR EXISTING CMU WALL DUCTWO< PE\ETRATIO\ DETAIL n SCALE: 1 1/2"=1'-0° 1A1015500 INTERIOR FLEXIBLE SEALANT INSULATION / SEALANT, TYP. PRE -FINISHED SHEET METAL / I CAP OVER PIPE OPENING / / PIPE PE\ET�ATIC\ SCALE: 1 1/2"=1 -0" / EXISTING CMU WALL PATCH DETAIL m 1A1016500 NETWORK ROOM DUCTWORK/PIPING PER MECHANICAL 1) UTILITY ROOM 11 2 -HR FIRE CAULKING MIN. 5/8" THICK EACH SIDE EXISTING FRAME WALL WITH ADDITIONAL (2) LAYERS 5/8" TYPE 'X' GWB 'ATED .WALL DE\ETATIO SCALE: 1 1/2"=1'-0" 47 47 PERMIT SUBMITTAL. MARCH 12, 2018. \ DETAIL n 1A10_5500 REVIEWED FOR - CODE COMPLIANCE APPROVED APR u 6 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 16 2018 PERMIT CENTER SYM REVISION BY APPROVED DATE SYM REVISION APPROVED DATE 9-64 1NETWORK W5539184 C/ROLLUDP 03.12.18 erAemrt° 6604 'Et STERE ARC ITEC N STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN EC/ROLLUDA CHECKED ENGINEER DATE 03.06.18 SUBTITLE MISCELLANEOUS DETAILS CURRENT REVISION W5539184 SYMBOL DATE 03.12.18 CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER 9-64 1NETWORK BUILDING 9-64 COL. DEV. CENTER, WA SHEET A500 JOB NO. W5539184 COMP. NO. DWG NO. 09-064-A500 I GENERAL 1. MATERIALS AND WORKMANSHIP TO CONFORM WITH THE 2015 EDITION OF THE INTERNATONAL BUILDING CODE, WITH WASHINGTON STATE AMENDMENTS AND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 2. REFERENCE TO CODES, RULES, REGULATIONS, STANDARDS, MANUFACTURER'S INSTRUCTIONS OR REQUIREMENTS OF REGULATORY AGENCIES IS TO THE LATEST PRINTED EDITION OF EACH IN EFFECT AT THE DATE OF SUBMISSION OF BID UNLESS THE DOCUMENT DATE IS SHOWN. 3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, USE SIMILAR DETAILS OF CONSTRUCTION, SUBJECT TO REVIEW BY THE OWNER'S REPRESENTATIVE. 4. DETAILS ON SHEETS TITLED "TYPICAL DETAILS" APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED. SUCH DETAILS ARE NOT NOTED AT EACH LOCATION THAT THEY OCCUR. 5. DO NOT SCALE THE DRAWINGS. 6. PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES INCLUDE, BUT MAY NOT BE LIMITED TO, BRACING AND SHORING FOR LOADS DURING CONSTRUCTION. RETAIN A REGISTERED CIVIL ENGINEER WHOM IS PROPERLY QUALIFIED TO DESIGN BRACING, SHORING, ETC. VISITS TO THE SITE BY THE OWNER'S REPRESENTATIVE. 7. INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS REPRESENTS THE PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE OWNER'S REPRESENTATIVE. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE OWNER'S REPRESENTATIVE. 8. REFER TO ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF FLOOR, ROOF AND WALL OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS. COORDINATE THE SIZE AND LOCATION OF OPENINGS ASSOCIATED WITH, BUT NOT LIMITED TO, ELECTRICAL, MECHANICAL AND PLUMBING TRADES. SUBMIT FINAL SIZING AND LOCATION REQUIREMENTS OF OPENINGS TO THE OWNER'S REPRESENTATIVE FOR REVIEW. 9. REFERENCE DATUM FOR THE ELEVATIONS IS FINISH FIRST FLOOR. 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING A SAFE PLACE TO WORK AND MEETING THE REQUIREMENTS OF ALL APPLICABLE JURISDICTIONS. EXECUTE WORK TO ENSURE THE SAFETY OF PERSONS AND ADJACENT PROPERTY AGAINST DAMAGE BY FALLING DEBRIS AND OTHER HAZARDS IN CONNECTION WITH THIS WORK. II. SUBMITTAL 1. SUBMIT REQUIRED SUBMITTALS TO OWNER'S REPRESENTATIVE FOR REVIEW. 2. CONCRETE REINFORCING STEEL: A. SHOP DRAWINGS FOR FABRICATION, BENDING AND PLACEMENT OF CONCRETE REINFORCEMENT IN ACCORDANCE WITH ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." 3. CAST -IN-PLACE CONCRETE:MIX DESIGNS PREPARED, STAMPED AND SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON, OTHER FOR EACH CLASS OF CONCRETE. INCLUDE RESULTS OF SLUMP, SHRINKAGE AND COMPRESSION TESTS USED TO ESTABLISH MIX PROPORTIONS AND CERTIFIED MATERIAL CERTIFICATES FOR EACH COMPONENT OF THE MIX. A. PROPOSED CONSTRUCTION JOINT AND CONTROL JOINT LOCATIONS FOR REVIEW B. PRODUCT . DATA FOR CURING MATERIALS. C. PRODUCT DATA FOR NON -SHRINK GROUT. III. FOUNDATION AND SITE WORK 1. LOCATE AND PROTECT EXISTING UTILITIES TO REMAIN DURING AND/OR AFTER CONSTRUCTION. 2. REMOVE ABANDONED FOOTINGS, UTILITIES, ETC. WHICH INTERFERE WITH NEW CONSTRUCTION, UNLESS OTHERWISE INDICATED. 3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, UNDERPINNING AND PROTECTION OF EXISTING CONSTRUCTION. 4. REMOVE LOOSE SOIL AND STANDING WATER FROM FOUNDATION EXCAVATIONS PRIOR TO PLACING CONCRETE. 5. FOOTINGS TO BE PLACED ON NATIVE SOIL OR COMPACTED FILL. 6. MECHANICALLY COMPACT EXCAVATION BACKFILLS IN LAYERS. PROVIDE THE FOLLOWING MINIMUM COMPACTION IN ACCORDANCE WITH THE ASTM D1557 TEST METHOD: LOCATION MAXIMUM DRY DENSITY FILL BENEATH SLAB ON GRADE 90% IV. REINFORCING STEEL 1. FABRICATE AND PLACE REINFORCING STEEL IN ACCORDANCE WITH ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" AND ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE", UNLESS OTHERWISE NOTED. 2. REINFORCING TO CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED: REINFORCING STEEL #5 AND SMALLER #6 AND LARGER & BARS TO BE WELDED TYPE ASTM A615, 60 KSI ASTM A706, 60 KSI 3 ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT FROM DISPLACING DUE TO FORMWORK, CONSTRUCTION, OR CONCRETE PLACEMENT OPERATIONS. LOCATE AND SUPPORT REINFORCING BY METAL CHAIRS, RUNNERS, BOLSTERS, SPACERS, AND HANGERS AT A MAXIMUM 3 -FOOT SPACING. 4. MECHANICAL COUPLERS: TYPE 2 PER ACI -318, UNLESS OTHERWISE NOTED. 5. WELD REINFORCING STEEL IN ACCORDANCE WITH. AWS D1.4 USING QUALIFIED WELDERS. 6. TERMINATE REINFORCING STEEL IN STANDARD HOOKS, UNLESS OTHERWISE SHOWN. V. CAST -IN-PLACE CONCRETE 1. PROPORTION, MIX, TRANSPORT AND PLACE CAST -IN-PLACE CONCRETE IN ACCORDANCE WITH ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" UNLESS OTHERWISE NOTED. 2. CONCRETE IS REINFORCED AND CAST -IN-PLACE UNLESS OTHERWISE NOTED. WHERE REINFORCING IS NOT SPECIFICALLY SHOWN OR WHERE. DETAILS ARE NOT GIVEN, PROVIDE REINFORCING SIMILAR TO THAT SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE OWNER'S REPRESENTATIVE. SUBSTITUTION OF SHOTCRETE FOR CAST -IN-PLACE CONCRETE IS NOT ACCEPTABLE. 3. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS OF ADDITIONAL CONCRETE CURBS AND HOUSEKEEPING PADS NOT SHOWN. 4. CONCRETE CLEAR COVER TO REINFORCING BARS IS AS FOLLOWS, UNLESS OTHERWISE NOTED: • LOCATION CLEAR COVER CONCRETE PLACED AGAINST EARTH 3 INCHES FORMED SURFACES EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: #6 BARS AND LARGER 2 INCHES #5 BARS AND SMALLER 1 1/2 INCHES SLABS ON GRADE (TOP CLEARANCE) 1 1/2 INCHES 5. CONCRETE TYPES: A. FOUNDATIONS, MISC. CURBS, HOUSEKEEPING PADS, ETC.: a. 28 -DAY STRENGTH: F'C = 3000 PSI b. TYPE: NORMAL WEIGHT c. WATER -CEMENT RATIO: 0.45 MAX d. MAX. AGGREGATE SIZE: 3/4 IN. 6. DRYING SHRINKAGE: PER ASTM C192 & C157, MEASURED AT 28 DAYS AIR DRY AGE. A. TYPICAL: 0.050 MAXIMUM B. SLABS -ON -GRADE AND SUSPENDED SLABS: 0.045 MAXIMUM C. PROVIDE SHRINKAGE REDUCING ADMIXTURE WHEN SHRINKAGE TEST DATA NOT AVAILABLE. ADMIXTURES TO BE COMPATIBLE WITH ALL OTHER COMPONENTS IN THE MIX AND INCLUDED IN THE MIX DESIGN. WHEN USED COMPLY THE FOLLOWING: A. AIR ENTRAINMENT: ASTM C260 B. WATER REDUCING, RETARDING AND ACCELERATING: ASTM C494, TYPES A THROUGH G. C. SHRINKAGE REDUCING: ASTM C494 & ASTM C157 8. CONTINUOUSLY MOIST CURE CONCRETE SLABS ON GRADE FOR 7 DAYS MINIMUM USING WATER FOG SPRAYS, PONDING, SATURATED ABSORPTIVE COVERS OR MOISTURE RETAINING COVERS LIQUID CURING COMPOUND: ASTM C309, TYPE1, CLEAR OR TRANSLUCENT. A. FOR SURFACES TO BE FINISHED, CONFIRM THAT CURING COMPOUND IS COMPATIBLE WITH FINISH. 10. UNDERSLAB VAPOR BARRIER: ASTM E1745, CLASS A, 15 MIL, SUITABLE FOR INSTALLATION AND CONTACT WITH SOIL OR GRANULAR FILL UNDER CONCRETE SLABS. 11. FINISH SCHEDULE: A. EXPOSED SLABS IN PUBLIC AREAS: MEDIUM BROOM FINISH B. EXPOSED SLAB IN NON-PUBLIC AREAS: FLOAT FINISH C. CONCEALED CONCRETE SURFACES: ROUGH FORMED UNIT MASONRY 1. CONSTRUCT UNIT MASONRY IN ACCORDANCE WITH THE PROVISIONS OF THE IBC AND TMS 602/ ACI 530.1/ASCE 6, UNLESS OTHERWISE NOTED. 2. MINIMUM COMPRESSIVE STRENGTH OF MASONRY, F'M, EQUAL TO 1500 PSI AT 28 DAYS. 3. MASONRY UNITS: ASTM C90, MEDIUM WEIGHT, HOLLOW, LOAD BEARING UNITS. MINIMUM COMPRESSIVE STRENGTH: 1900 PSI. 4. MORTAR: ASTM C270, TYPE S. 5. GROUT: ASTM C476, MINIMUM COMPRESSIVE STRENGTH: 2000 PSI. 6. REINFORCING STEEL: SEE REINFORCING STEEL SECTION OF THESE GENERAL NOTES. 7. CENTER VERTICAL REINFORCING IN WALL UNLESS NOTED OTHERWISE. 8. LAY UNITS IN RUNNING BOND AND MAINTAIN VERTICAL CONTINUITY OF CORES OR CELL CAVITIES. USE OPEN END UNITS AT LOCATIONS OF VERTICAL REINFORCING. PLACE HORIZONTAL REINFORCING IN BOND BEAM UNITS. ONLY FILL CELLS AND SPACES CONTAINING REINFORCING WITH GROUT. CLEAN CELLS AND BOND BEAMS TO BE GROUTED OF MORTAR PROTRUSIONS AND DEBRIS BEFORE GROUTING. 10. PROVIDE THE FOLLOWING MINIMUM CLEARANCES: LOCATION BETWEEN REINF AND INSIDE FACE OF UNIT BETWEEN PARALLEL BARS EMBEDDED BOLTS CLEARANCES 1/2" CLEAR 1" CLEAR 1" CLEAR ALL AROUND 11. GROUTING: GROUT UFT POUR HEIGHT TO BE IN ACCORDANCE WITH THE PROVISIONS OF TMS 602/ACI 530. 1/ASCE 6, SECTION 3.5, UNLESS OTHERWISE NOTED. VII. . METAL STRUT SYSTEM 1. METAL STRUT FRAMING COMPONENTS AND HARDWARE DESIGNATIONS SHOWN ON THE DRAWINGS ARE BASED ON UNISTRUT PART NUMBERS. ALTERNATE METAL STRUT FRAMING SYSTEMS WITH EQUIVALENT PROPERTIES MAY BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 2. INSTALL METAL STRUT FRAMING SYSTEM IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3. USE 1/2" DIAMETER BOLTS WITH SPRING NUTS AT CONNECTIONS UNLESS OTHERWISE NOTED. TIGHTEN BOLTS TO A TORQUE OF 50 FOOT-POUNDS. 4. METAL STRUT FRAMING FINISH: PRE -GALVANIZED (PG), G90 PER ASTM A653. A. WHERE EXPOSED TO WEATHER, PROVIDE HOT -DIP GALVANIZED FINISH TO STRUT FRAMING, BOLTS, NUTS, WASHERS, AND OTHER HARDWARE PER ASTM A123 OR A153. 5. STRUT TO BE SOUD (NO. SLOTS) OR WITH HS HOLE PATTERN STYLE ONLY. SLOTTED, HALF SLOTTED, PUNCHED OR CHANNELS WITH KNOCKOUTS ARE NOT PERMITTED. 6. ALL THROUGH BOLT CONNECTIONS AT STRUT FRAMING OR STRUCTURAL STEEL MEMBERS TO INCLUDE A NUT AND STANDARD WASHER ABOVE AND BELOW CONNECTED MEMBER, UNLESS OTHERWISE NOTED. VIII. ADHESIVE ANCHORS AND DOWELS 1. ANCHORS AND DOWELS INSTALLED INTO CONCRETE: HILTI HY-200 (ICC -ESR -3187), SIMPSON STRONG -TIE SET -XP (ICC -ESR -2508) OR DEWALT/POWERS PURE 110+ (ICC ESR 3298). ALL EMBEDMENT DEPTHS NOTED ON DRAWINGS ARE EFFECTIVE EMBEDMENT PER MANUFACTURER. 2. ANCHORS AND DOWELS INSTALLED INTO CONCRETE MASONRY UNITS (CMU): HILTI HIT-HY 70 (ICC -ESR -2682), SIMPSON STRONG -TIE SET -XP (ICC -ESR -2508) OR DEWALT/POWERS AC100+ GOLD (ICC -ESR -3200) 3. THE TESTING LABORATORY IS TO PERFORM TENSION TESTS ON 25% OF ANCHORS AND DOWELS TO THE FOLLOWING TEST LOADS: ROD DIA OR BAR SIZE CMIN TEST LOAD (LBS) ANCHOR LOCATED > CMIN & < 12" FROM EDGE ANCHOR LOCATED > 12" FROM EDGE 3/8", #3 2" 390 390 4. ANCHORS: ASTM A36 THREADED RODS WITH ASTM A563 GRADE A NUTS AND ANSI B18.22.1 TYPE A WASHERS, UNLESS OTHERWISE NOTED. ANCHORS DESIGNATED AS ASTM A193 GRADE B7 THREADED RODS TO USE ASTM A563 GRADE DH HEAVY HEX NUTS AND ASTM F436 WASHERS. 5. REBAR DOWELS: ASTM A615 GRADE 60 REINFORCING STEEL. 6. INSTALL ANCHORS IN ACCORDANCE WITH LATEST ICC -ESR REPORT AND MANUFACTURER INSTRUCTIONS. 7. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE HOLE LOCATION TO AVOID THE REINFORCEMENT, PROVIDE A MINIMUM OF 2 ANCHOR DIAMETERS OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THE DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON -SHRINK GROUT. IF THE ANCHOR OR DOWEL MAY NOT BE SHIFTED AS NOTED ABOVE, THE ENGINEER WILL DETERMINE A NEW LOCATION. 8. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED WITH ADHESIVE ANCHORS. IX. STRUCTURAL TESTS, INSPECTIONS, AND OBSERVATIONS 1. AN INDEPENDENT TESTING AGENCY AND SPECIAL INSPECTORS WILL BE RETAINED BY THE OWNER TO PERFORM TESTS AND INSPECTION. 2. THE FOLLOWING ITEMS REQUIRE TESTS AND INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE IBC. SOILS AND EXCAVATIONS: REINFORCING STEEL: CAST -IN-PLACE CONCRETE: ADHESIVE ANCHORS: X. DESIGN CRITERIA 1705.6 1705.3 1705.3 1705.3 AND ICC -ESR 1. APPLICABLE CODE: 2015 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2. FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING CRITERIA: A. CONTINUOUS STRIP/ WALL FOOTINGS: a. ALLOWABLE SOIL PRESSURE FOR DL + LL = 2500 PSF 3. GRAVITY LOADS: A. DEAD LOADS - VARY BASED ON ACTUAL BUILDING AND EQUIP OPERATING WEIGHTS B. LIVE LOADS: a. ROOF 25 PSF (NOT REDUCIBLE) 4. SEISMIC DESIGN: A. SS= 1.516g Sl= 0.574g SDS 0.910g SD1= 0.918g SEISMIC IMPORTANCE FACTOR (IE): 1.0 RISK CATEGORY: II SITE CLASS: D SEISMIC DESIGN CATEGORY: D 5. DEGENKOLB DESIGN TEAM KYLE STEUCK PROJECT MANAGER DAVID SOMMER PROJECT ENGINEER DAN SLOAT DESIGN ENGINEER JUN SANCHEZ PROJECT CAD/BIM SPECIALIST pts - o 7 ISSUE FOR PERMIT MARCH 12, 2018 REVIEWED CODE COMPLIANCE APPROVED APR 16 2010 City of Tukwila BUILDING DIVISION AZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN # 543-1771 RECEIVED CITY OF TUKWILA P1AR 16 2018 PERMIT CENTER Degenkolb DEGENKOLB ENGINEERS 600 University Street, Suite 720 Seattle, WA 98101 206.262.9240 Phone 206.262.9346 Fax www.degenkolb.com Project No.: B8735001.00 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A 9-64 NETWORK W5530184 JS 03/12/18 BOE/NGm � ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE CHECKED SUBTITLE GENERAL NOTES CURRENT REVISION W5539184 SYMBOL DATE 03.12.18 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER BUILDING 9-64 DEV. CENTER, WA SHEET S2 JOB NO. COMP NO. DWG NO. 9-64-S2 54'-0" 00 10 SYM CONTRACTION OR CONSTRUCTION JOINT, TYP. 3'-6" c lo G 1S60 S1 TYP FIN. FLR. EL. 115.65' REF. DATUM EL. 100'-0" TYP 03 EMERGENCY GENERATOR FOUNDATION 0 - 0 0 5'-0" 33,-4" 20'-8" 3,-4" 2'-8" 5'-0" REVISION BY APPROVED DATE SYM. REVISION BY APPROVED DATE TIFF TO CAD JS 01/31/18 A 9-64 1NETWORK W5530184 JS 03/12/18 REMOVAL tt'.k 0017 ISSUE FOR PERMIT MARCH 12, 2018 ACCEPTABILITY THIS DESIGN AND/OR ECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DATE SAZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 9Tel 206.267.1700 Fax 206.267.1701 SAZAN # 543-1771 CHECKED ENGINEER CHECKED SUBTITLE LEGE \D GE\PAL \OTES EFEH \CE DAWI\GS 109 -064 -1000 -Al .TIFF 109-064-1000-A2.TIFF 109-064-1000-A3.TIFF 109-064-1000-S1.TIFF 109-064-1000-S2.TIFF 109-064-1000-C 1.TIFF CO SUCTIO\ \OTES REMOVE (E) HOUSEKEEPING PADS. REVIEWED FOR;. CODE COMPLIANCE APPROVED APR I 2018 C Of Tukwila butIok atV1to c Degenkolb DEGENKOLB ENGINEERS 600 University Street, Suite 720 Seattle, WA 98101 206.262.9240 Phone 206.262.9346 Fax www.degenkolb.com Project No.: B8735001.00 SLAB PLAN APPROVED APPROVED TITLE STRUCTURAL MASTER 9-64 1 NETWORK BUILDING 9-64 DEV. CENTER, WA RECEIVED CITY OF TUKWILA MAR 16 2018 PERMIT CENT 4' KEY PLAN SCALE: NONE 2 2' 4 8' SCALE: 1 /4"= CURRENT REVISION W5539184 SHEET If SYMBOL A DATE 03.12.18 IS6OR JOB NO. COMP NO. DWG NO. 9-64-1S6OR DUARTEE: 2/21/2018 54,— ,, 3'-6" 8 SPACES (4 6'-0" O.C. EA. = 48'-0" 2'— ff H RFS160 S2 CONT. LEDGER X J d - N N L3x3x1/4 LEDGER BTWN ROC F JOISTS 1 1 /4x1 1/4x1/8 BRIDGING CN 1 1 4x 1 1 4x 1 /8 BRIDGING 44 M RFS160 S2 1 1/2 MTL. C 1 1/4x1 1/4x1/8 RFS160 S2 CN 1+ 'x20 GA ECK L3x3x1/4 LEDGER G RFS160 S2 1 1/4x1 1 /4x1/8 BRIDGING 1 1/4x1 1 /4x1/8 BRIDGING 10 00 N I 03 00 3 1/2"x20 GA MTL. STUDS BELOW ® 16" 0.C. 1 1/4x1 1 /4x1/8 BRIDGING RFS160 S2 C 15x33.9 RFS160 S2 LLJ CD LLJ J 0 X X J RFS160 S2 33'-4" RFS160 S2 3 1/2"x20 GA MTL. STUDS BELOW @ 16" 0.C. 20'-8" N 10 GOOF Avl\G PLA\ SCALE: 1/4" = 1 —0' REMOVAL 1)1� 06�� ISSUE FOR PERMIT MARCH 12, 2018 AzAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN # 543-1771 LEGE\D GE\EAL \OTES CONVERTED FROM TIFF 09-064-10000—A1. EFEE\CE DAWI\GS 109-064-1000—Al.TIFF 109-064-1000—A2.TIFF 109-064-1000—A3.TIFF 109-064-1000—S1.TIFF 109-064-1000—S2.TIFF C0\ST�UCTIO\ \OTES REMOVE (E) PARTITION WALL. SEE ARCH. FOR DETAILS. REVIEWED FOR CODE COMPLIANCE APPROVED APR 06 2018 • City of Tukwila ifolooffemmot Degenkolb DEGENKOLS ENGINEERS 600 University Street, Suite 720 Seattle, WA 98101 206.262.9240 Phone 206.262.9346 Fax www.degenkolb.com Project No.: 88735001.00 RECEIVED CITY OF TUKWILA MAR 16 2016 PERMIT. CE. R 4' KEY PLAN SCALE: NONE 2. 0 2' 4 0 N SCALE: 1/4''=1' —0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE TIFF TO CAD JS 01/31/18 A 9-64 1NETWORK W5530184 JS 03/12/18 VER O ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED ONAL> PROVED BY DEPT. DATE DRAWN DATE CHECKED SUBTITLE ROOF FRAMING PLAN CURRENT REVISION W5539184 SYMBOL A DATE 03.12.18 ENGINEER CHECKED APPROVED APPROVED TITLE STRUCTURAL MASTER 9-64 1NETWORK BUILDING 9-64 DEV. CENTER, WA SHEET RFS160R JOB NO. COMP NO. DWG NO. 9-64—RFS160R DUARTEE: 2/21/2018 LEGE\ B 54'-0» 10'_0" 3'-6„ CE\EAL \OTES 1. CONVERTED FROM TIFF 09-064-10000-A1. EMERGENCY GENERATOR FOUNDATION In 0 A D,111 I C 1510 Si 1510j 0o 1 S10 S1 EFERE\CE DRAWINGS fc-A., I 109-064-1000-A1.TIFF 109-064-1000-A2.TIFF 1S10 S1 slll� �o �� 109-064-1000-A3.TIFF 109-064-1000-S1.TIFF 109-064-1000-S2.TIFF ;i��id�. B d 1 S10I S1 A 1 S 10 S 1 CO\STUCTION \OTES �� 2 Ls All C A I 1 .-2 1 S 10 A2 1 S 10 S2 11S 10 S2 I , I I d- /t\: r---- ��� B SIM. II O.H. 1S10 S2 � L---- 1S10 S2 —� RECEIVE® CITY OF TUKWILAI _____________________________________ --------------=---=----------- -- -- -- -- -- -----! PEAR 16 2018 1 510 Si REVIEWED FOR :�' PERMIT CENTER 3'-4" 2'_8» CODE COMPLIANCE APPROVED 0 © 5'-0" 33,_4» 20'-8" 5,_0„ APRu62018 b 00'17 v j 0 City of Tukwila EAZAN 4genkolby.7 FOU \ D AT j�p I O I\ PLA\ \ G R 0 U P DEGENKOLB ENGINEERS SCALE: 1/4" = 1'-0» ; 600 University Street, Suite 720 KEY PLAN 600 Stewart St., Ste 1400 Seattle, WA 98101 SCALE NONE Phone Seattle, Washington 98101 2206.06.262262..92409346 ISSUE FOR PERMIT Fax www.degenkolb.com 4 2' 0 2' Tel 206.267.1700 Project No.: 88735001.00 _ n MARCH Q 2� 20� 8 Fax 206.267.1701 SCALE: 1/4„_1,_0„ , SAZAN # 543-1771 DUARTEE: 2/21/2018 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE a ' OKTER N 4 sT. f �s�i`.� ACCEPTABILITY DRAWN DATE SUBTITLE CURRENT REVISION W5539184 SYMBOL A DATE 03.12.18 o�w iISAAPPR CHECKED FOUNDATION PLAN - TIFF TO CAD JS 01/31/18 '" c�CI $F. SPECIFICATION APPROVED SHEET �c ENGINEER TITLE A 9-64 1 NETWORK W5530184 JS 03/12/18 r°'° 1i7,is � x APPROVED BY DEPT. DATE 9-64 1 NETWORK 1S10 . . i n_.4",":4N �� ', CHECKED BUILDING 9-64 APPROVED JOB NO. COMP NO. oNAL 14 3 APPROVED STRUCTURAL MASTER DEV. CENTER, WA DWG NO. D W 9-64-1S10 54'-0" r CONTRACTION OR CONSTRUCTION JOINT, TYP. 10'-0" 3'-6" G 1560 S1 TYP FIN. FLR. EL. 115.65' REF. DATUM EL. 100'-0" TYP 1S60 S EMERGENCY GENERATOR FOUNDATION 00 5'-0" 33'-4" 20'-8" 3'-4" 5'-0" d- (2) ISSUE FOR PERMIT MARCH 12, 2018 00477 LEGE\D GE\RAL \OTES CONVERTED FROM TIFF 09-064-10000-A1. SEE 1S10 FOR DETAILS AT EXTERIORS, EQUIPMENT PADS, AND VAULTS. SEE CIVIL DRAWINGS FOR ELEVATIONS ON ENTRANCE SLAB. 8" THICK HOUSEKEEPING PAD W/ #5 © 1'-0" E.W. ANCHOR UNITS WITH EPDXY ANCHORS TO BE DETERMINED. LOCATIONS AND DIMENSIONS PER 1M10. REINFORCE OPENING IN MASONRY WALL PER 5/S501. SEE MECHANICAL FOR OPENING LOCATIONS. EFE E\CE nAWI\GS 109 -064 -1000 -Al .TIFF 109-064-1000-A2.TIFF 109-064-1000-A3.TIFF 109-064-1000-Si.TI FF 109-064-1000-S2.TIFF CONSTUCTIO\ NOTES REVIEWED FOR CODE COMPLIANCE APPROVED APR u 6 2016 City of Tukwila POWING PIVOSJON RECEIVED CITY OF TUKWILA MAR 16 2018 PERMIT CENTER © EA Z A N 4genkoIb GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 9Tel 206.267.1700 Fax 206.267.1701 SAZAN # 543-1771 DEGENKOLB ENGINEERS 600 University Street, Suite 720 Seattle, WA 98101 206.262.9240 Phone 206.262.9346 Fax www.degenkolb.com Project No.: B8735001.00 4' KEY PLAN SCALE: NONE 2' 0 2' SCALE: 1/4''=1'-0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE TIFF TO CAD JS 01/31/18 9-64 1NETWORK W5530184 JS 03/12/18 eL_aff.E/NG° 0: ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE CHECKED SUBTITLE SLAB PLAN CURRENT REVISION W5539184 SYMBOL A DATE 03.12.18 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED tie APPROVED TITLE STRUCTURAL MASTER 9-64 1NETWORK BUILDING 9-64 DEV. CENTER, WA SHEET 1 S60 JOB NO. COMP NO. DWG NO. 9-64-1S60 DUARTEE: 2/21/2018 3 0 54'-0" 3'-6" 8 SPACES © 6'-0 O.C. EA. = 48'-O" 2'-6" H RFS160 2 0 c O L3x3x1/4 CONTILEDGER N REVISION L3x3x1/4 LEDGER MINN ROC F JOISTS M 1 1/4x1 1/4x1/8 BRIDGING N -4- 1/4x1 - 1 4x1 1 /4x1/8 BRIDGING 44 1 1/2 MTL. C _1_1/42(1_1/4x1/8 BRIDGING- RFS160 S2 r` N x20 GA ECK 4 G RFS160 S2 1 1/4x1 1 /4x1/8 BRIDGING 1.0 00 1 1/4x1 1/ 4x 1/8 BRIDGING 00 00 LO 00 3 1/2"x20 GA MTL. STUDS BELOW ® 16" O.C. 1 1/4x1 1 /4x1/8 BRIDGING RFS160 S2 CONT. LEDGER N N -00 RFS160 S2 L3x3x1/4 LEDGER 33'-4" RFS160 S2 C 15x33.9 3 1 /2"x20 GA MTL. STUDS BELOW © 16" O.C. 20'-8" BY APPROVED DATE SYM OCF'Ak'\C PLA\ SCALE: 1/4" = 1 -0" REVISION BY APPROVED DATE TIFF TO CAD JS 01/31/18 9-64 1NETWORK W5530184 JS 03/12/18 eLm.Ertmr.0 CD 0 pig -o0/7 ISSUE FOR PERMIT MARCH 12, 2018 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DATE SAZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 9Tel 206.267.1700 Fax 206.267.1701 SAZAN # 543-1771 LEGE\D GE \PAL \OTES CONVERTED FROM TIFF 09-064-10000-A1. EFEH\CE DAWI\GS 109 -064 -1000 -Al .TIFF 109-064-1000-A2.TIFF 109-064-1000-A3.TIFF 109-064-1000-S 1.TIFF 109-064-1000-S2.TIFF CO\ST�UCTIO\ \ OTES RELOCATE EXISTING FIXED LADDER. ATTACH WITH MIN. 3/8"0 ADHESIVE ANCHORS W/ HIT-HY 70 EMBEDDED 2" MIN., OR MATCH EXISTING ANCHORS, IF LARGER. SEE ARCH. FOR LOCATION AND ADDITIONAL REQUIREMENTS. REVIEWED FOR CODE NCE APPROVED APR u 6 2018 Ci of Tukwila Degenkolb DEGENKOLB ENGINEERS 600 University Street, Suite 720 Seattle, WA 98101 206.262.9240 Phone 206.262.9346 Fax www.degenkolb.com Project No.: 88735001.00 RECEIVED CITY OF TUKWILA MAR 16 2018 PERMIT CENTER KEY P_AN SCALE: NONE 2 0 SCALE: 1/4"=1'-0" CHECKED ENGINEER CHECKED SUBTITLE ROOF FRAMING PLAN CURRENT REVISION W5539184 SYMBOL A DATE 03.12.18 APPROVED APPROVED TITLE STRUCTURAL MASTER 9-64 1 NETWORK BUILDING 9-64 DEV. CENTER, WA SHEET JOBNORFS160 COMP NO. DWG NO. 9-64-RFS160 DUARTEE: 2/21/2018 1 SAWCUT EDGE OF DO NOT OVERRUN t i NEW OPENING SAWCUT 4'-0" (E) ROOF JOIST P1000, ATTACH TO STRUT - MAX. NEAREST TO WALL BELOW W/ P1383. ATTACH T�; r TO WALL W/ (2) 3/8„0 THREADED RODS THROUGH 3"0 CORE, TIP. failIIIIIirill(N)OPENING / / FACE SHELL W/ HIT—HY-70 EPDXY, I)? ;::;;B:ED PLAN OR ELEVATION �' W/. LS410 EA. END L2x2x3/16 FROM (N) I ----1 3/8"0 THREADED ATTACHMENT TO NEAREST ' ° 01 NOTES: 1. ONLY CUT OPENINGS IN EXISTING MASONRY AS SHOWN ON ROD W/ ROD STIFF., TOP CHORD PANEL 1 1 STRUCTURAL DRAWINGS. 2. CUT NEW OPENINGS AS FOLLOWS: TYP. ATTACH TO JOIST W/ BEAM POINT. WELD TO CHORDS WITH 1/8" FILLET x 2” LONG A. CORE HOLES AT EACH CORNER. B. SAWCUT BETWEEN CORNERS. C. CHIP AWAY REMAINING CONCRETE AT CORED HOLES. CHIP CLAMP & RETAINER STRAP BOTH SIDES, TYP 00C) 00 ATTACH W/ BEAM CLAMP & RETAINER STRAP I ,- 3. WHERE CUT REBAR WILL BE EXPOSED TO EARTH OR WEATHER, ' ° ° ' AWAY MASONRY AROUND BAR TO 3/4" DEPTH ALL AROUND. CUT / P1000 BRACE, ATTACH W/1 P1000843 EA END L J REINF. AND FILL HOLE WITH EPDXY. 4. DO NOT CUT NEW OPENINGS THRU EXISTING BEAMS, JOISTS, P1000 COLUMNS, OR ON . STRUC. DWGS. (\) RECTA PILASTERS, UNLESS SPECIFICALLY \GULAG OPE SHOWN & NOTED I\GS (E) CONDUITS. ATTACH/ TO P1000 W/ STRAPS OR PIPE CLAMPS P1000, BELOWP2225 ATTACH TO STRUT W/ I\ VASO\RYCO\DUIT � � OPE\1\G � SECTION A-A '-0"SS5(311S)01S5(311S)01 SCALE: 3/4",---1 SCALE: 3/4"=1'-0"4 1 S60I 5501 NOTES: 1. REMOVE CMU FACE SHELLS AND GROUT 2. SCAN FOR WALL REINFORCING PRIOR TO CELLS OVER LENGTH OF TRIM BARS. CHIP CUTTING OPENING. LOCATE TO AVOID INTO (E) GROUTED CELLS AS REQ'D. SEE CUTTING EXISTING REINFORCING WHERE POSSIBLE. MECH FOR ADDITIONAL INFORMATION. 3. DETAIL APPLIES TO OPENINGS SPACED MIN. 2'-8" APART. CONTACT ENGINEER IF CONDITIONS DO NOT MEET SPACING REQUIREMENTS. ti / (E) MASONRY WALL TRANSFORMER. ANCHOR W/ (4) 3/8" 0 BOLTS TO PER MECH. , / UNISTRUT. ANCHOR OPENING WHERE OCCURS, SEE DETAIL 7/- AND NOTE 2&3 LOCATIONS PER MANUF. A � A r r _�5 P1000. ANCHOR AT BASE nl TRIM BAR CENTERED 1 IN N WALL, ALL SIDES, . _• W/ P1887 AND (2) 3/8" SEE NOTE 1 THREADED RODS W/ 2" PER MECH. MIN EFFECTIVE EPDXY EMBED. VASO\Y WALL OPE\I \G nm SCALE: 3/4"=1'-0" 1 S60 501 TRANSFORMER. ANCHOR W/ (4) 3/8"0 THREADED RODS W/ 2" MIN EFFECTIVE EPDXY EMBED. (2) 3/8"0 THREADED RODS LOCATIONS PER MANUF. SPACED @ 3" O.C. FAN ' W/ 4" EPDXY EMBED. e A : , a. . .. n e'. A .. .A oD. ;o_.' ', L3x3x1/4x0'-6" eo' D 'n SLAB REINF PER PLAN (3) #10 SMS TO FAN COMPACTED SOIL, (E) CONC. SLAB ON GRADE PER GEN NOTES. GRADE PER CIVIL IiIIIIM 't:._ (E) MASONRY WALLVED CITY OF TRECEIUKWILA ., NI REVIEWED FOR MAR 16 201 \r\ � � -4044,o W J CODE COMPLIANCE �APf R®VED ADD'L T&B BARS TO MATCH` SLAB REINF. HOOK BARS AT CORNERS 2 z_ W m v' > " TA\SFOR ER 3ACI APR u 6 2018 ERMITCENTER 1 V \C ; n 2" SCALE: 1"= ' 0" city of Tukwila tI 1 S60 5501 ______ _____ MIN. 1'-0» b Is 0077 . . EAZAN A Degenkolb uc I I O U S E ,(/� \ E E P I\ G PAD F } U P DEGENKOLB ENGINEERS SCALE: 3/4"=1'-0" 1S0 S.501 600 University Street, Suite 720 600 Stewart St., Ste 1400 Seattle, WA 98101 220066:226622:44 9923 Seattle, Washington 98101 206.262.9240 Phone ISSUE FOR PERMIT MARCH 12 2018 Fax Ww.degenkB0 b.Com Tei 206.267.1700 Project No.: 68735001.00 Fax 206.267.1701 SAZAN # 543-1771 23:56 AM DUARTEE: 1/30/2007 10: SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE' ACCEPTABILITY DRAWN DATE SUBTITLE MISCELLANEOUS CURRENT REVISION W5539184 SYMBOL A DATE 03.12.18 n.F RTER s2 THIS DESIGN AND/OR CHECKED DETAILS A 9-64 NETWORK W5530184 JS 03/12/18 ,i0 6w G SPECIFICATION IS APPROVED SHEET G'T� �K. ENGINEER M.E I rAeNr i?i F�4'� �C' O 'A APP - OVED BY DEPT. DATE TITLE S501�+ �`;CHECKED { it i . . . . .4 BUILDING 9-64 JOB NO. COMP NO. APPROVED 2 APPROVED ARCHITECTURAL MASTER DEV. CENTER, WA DWG N0. 9-64-S501 or�a�` ;, ti c k mak` k-„,„ k \mak maim REVISION 53,-9" APPROVED E\LAGED SITE PLA\ •SEN SCALE: 1/4" = 1'-0" REVISION OVAL APPROVED CD c 9-64 1NETWORK W5539184 SITTS 03.12.18 Q� BOE/NG' b1�O77 REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN J. WATKINS CHECKED R. JOHNSON ENGINEER R. JOHNSON CHECKED DATE 03.07.18 03.07.18 03.07.18 SUBTITLE LEGEND V/.// EXISTING EQUIPMENT PAD TO BE REMOVED EXISTING A.C. PAVEMENT TO BE REMOVED EXISTING ROCK COBBLE SURFACE / / / / / / / EXISTING FEATURES TO BE REMOVED. GENERAL NOTES CONSTRUCTIO\ OTES REMOVE CHAIN LINK FENCE. LIMITS OF REMOVAL TO NEREST LINE POST. REMOVE CONCRETE CURB. REMOVE CONCRETE WALL AND FOOTINGS. REMOVE CONCRETE HOUSE KEEPING PADS. SAWCUT EXISTING PAVEMENT TO FORM CLEAN VERTICAL EDGE. EXISTING C.L. FENCE TO REMAIN. REMOVE EXISTING CONCRETE MOW STRIP REMOVE IF MOWSTRIP CONFLIFTS W/ PROPOSED C.L. FENCE LOCATION. VERIFY AND COORDINATE IN FIELD. REMOVE ROCK COBBLE SURFACING. SALVAGE A PORTION FOR REUSE ONSITE. BEGIN FENCE REMOVAL. END FENCE REMOVAL. EDGE OF EXISTING CONCRETE SIDE WALK TO REMAIN. CB TO REMAIN. DOWNSPOUTS TO REMAIN. EFERE \CE DRAWINGS REVIEWED FOR CODE COMPLIANCE APPROVED APR u 6 2018 City of Tukwila ISSUE FOR PERMIT MARCH 12, 2018 APPROVED APPROVED TITLE CIVIL ENLARGED SITE PLAN REMOVAL 9-64 1NETWORK 9-YRD DEV. CENTER, WA 0 2 4 RECEIVED CITY OF TUKWILA MAR 16 2018 PERMIT CENTER 8 12 NI NI 111E111 NI NI MI1111111 SCALE: 1/4"=1' —0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 http://www.sItts-hill-englneers.com/ Project No.: 17,768 Project Mgr.: RJJ Proj. Engineer: BKL Proj. Drafter: JMW CURRENT REVISION W5539184 SHEET SYMBOL DATE C615R 03.12.18 JOB NO. COMP NO. DWG NO. 9—YRD—C61 5R 6 6" EXIST. CATCH BASIN Oat Z/71:A.ENT EXIST. A.C. PAVEMENT UILDI\G 9-64 REVISION E\LARGED SITE PLA\ SCALE: 1/4" = 1'-0" BY APPROVED DATE SYM REVISION BY APPROVED DATE 9-64 1NETWORK W5539184 SITTS BKL 03.12.18 Q� BOE/NG° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN J. WATKINS CHECKED R. JOHNSON kS �Oc=r7 DATE 03.07.18 03.07.18 SUBTITLE LEGEND LIGHT DUTY A.C. PAVING -x CHAIN LINK FENCE S SLOPE CB CATCH BASIN GENERAL \OTES CO LIGHT DUTY A.C. PAVEMENT, SEE A/C616 6' HIGH CHAIN LINK FENCE, SEE 1/C616 CONCRETE EQUIPMENT PAD. SEE 1S60 AND S501. STRUCTION \OTES MATCH TOP OF PROPOSED A.C. PAVING WITH EXISTING. BEGIN CHAIN LINK FENCE. CONNECT TO EXISTING C.L. FENCE. END CHAIN LINK FENCE. CONNECT TO EXISTING C.L. FENCE. COORDINATE LOCATION AND DIMENSIONS OF EQUIPMENT PADS FOR HVAC UNITS W/ MECHANICAL LAYOUT. SEE 1M10-1, 2, 3. HOLD TOP OF SLAB 4" MIN. ABOVE FINISH GRADE OF PAVEMENT. SET TOP OF EACH EQUIPMENT SLAB AT SAME ELEVATION. APPROXIMATE EDGE OF EXISTING CONCRETE SIDEWALK PAVEMENT. EXISTING PLANTING BED W/ SHURBS. RESTORE DISTURBED SURFACES AND COVER WITH 3" MEDIUM GRIND BARK MULCH. MATCH TOP OF NEW CONCRETE MOWSTRIP W/ EXISTING MOWSTRIP. RESTORE TURFGRASS AREAS DISTURBED BY CONTRACTOR ACTIVITIES. MATCH TOP OF NEW CONCRETE MOWSTRIP W/EXISTING CONCRETE SIDEWALK. RESTORE ROCK COBBLE SURFACING WHERE DISTURBED BY CONTRACTORS ACTIVITIES. RESTORE ROCK COBBLE SURFACING TO SOUTH FACE OF NEW FENCE LOCATION. REFERENCE DRAWINGS REVIEWED FOR CODE COMPLIANCE APPROVED ISSUE FOR PERMIT MARCH 12, 2018 ENLARGED SITE PLAN 0 2 RECEIVED CITY OF TUKWILA MAR 16 2018 PERMIT CENTER 4 8 12 III III 1111111111111111111111111111111 IN IN SCALE: 1/4"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474.9449 http://www.sltts-hill-engineers.com/ Project No.: 17,768 Project Mgr.: RJJ Proj. Engineer: BKL Proj. Drafter: JMW CURRENT REVISION W5539184 SYMBOL DATE 03.12.18 APPROVED BY DEPT. DATE ENGINEER R. JOHNSON CHECKED 03.07:18 APPROVED APPROVED TITLE 9-64 1NETWORK 9-YRD CIVIL DEV. CENTER, WA SHEET C615 JOB NO. COMP NO. DWG NO. 9-YRD-C615 DUARTEE: 1/30/2007 10:23:56 AM PROJECT NOTES THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL ON-SITE AND SHALL COORDINATE HIS ACTIVITIES WITH THE OWNER AND ENGINEER A MINIMUM OF TWO (2) WEEKS IN ADVANCE OF THE BEGINNING OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL SIGNS. SAFE VEHICULAR AND PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL TIMES DURING CONSTRUCTION. SHUTDOWN OF OWNER OPERATION OR ACCESS WILL NOT BE PERMITTED. A MINIMUM OF ONE LANE SHALL REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION. 2. THE LOCATION OF ALL UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTING UTILITIES PRIOR TO EXCAVATION. TO LOCATE UTILITIES, CALL THE UNDERGROUND LOCATE LINE AT 1-800-424-5555. 3. WHERE CONFLICTS OCCUR BETWEEN EXISTING FEATURES AND THE PLACEMENT OF NEW FACILITIES, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BY THE CONTRACTOR, AND WILL BE RESOLVED BY THE ENGINEER. 4. THE CONTRACTOR FOR THIS PROJECT SHALL MAINTAIN A CLEAN, LEGIBLE SET OF THESE PLANS AND NOTE ALL DEVIATIONS THEREON. UPON COMPLETION OF CONSTRUCTION, THESE DRAWINGS SHALL BE DELIVERED TO THE ENGINEER FOR THE PREPARATION OF RECORD DRAWINGS. 5. THE CONTRACTOR SHALL HAVE THE FOLLOWING DOCUMENTS AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION: 5.1. CURRENT COPY OF WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (PUBLICATION M21-01) 5.2. 2014 EDITION OF WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (PUBLICATION M41-10) 5.3. FOURTH EDITION (2010) CITY OF TUKWILA PUBLIC WORKS DEPARTMENT INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS 6. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT TO PREVENT UTILITY INTERRUPTION. NOTIFY THE BOEING COMPANY ONE WEEK IN ADVANCE OF EACH UTILITY CONNECTION. 7. PRIOR TO BIDDING, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAKE ALL NECESSARY SITE INSPECTIONS AND DETERMINATIONS OF ITEMS AND QUANTITIES OF WORK TO ENSURE THAT ALL ITEMS OF WORK NECESSARY TO PERFORM A COMPLETE AND ACCEPTABLE JOB HAVE BEEN TAKEN INTO CONSIDERATION. 8. BOEING'S SINGLE POINT OF CONTACT THROUGHOUT THE PROJECT WILL BE BOEING'S CONSTRUCTION ADMINISTRATOR. PLASTIC COVERING NOTES (AS REQUIRED) 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE STATE STANDARD SPECIFICATIONS SECTION 9-14.5(3). 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10 -FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST A 12 -INCH OVERLAP OF ALL SEAMS. 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. 4. WHEN THE COVERING IS USED ON UN -SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. STOCKPILE NOTES (AS REQUIRED) 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) AT ALL TIMES. 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE PREVENTED. 3. TOPSOILS SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. DEMOLITION NOTES 1. REMOVE ALL DELETERIOUS MATERIAL FOUND ON-SITE INCLUDING VEGETATION, SCRAP WOOD, TRASH, ETC. AND DISPOSE OF AT AN APPROVED OFF-SITE LOCATION. 2. AT ALL TIMES THE CONTRACTOR SHALL MAINTAIN SIGNS AND TEMPORARY CHAIN LINK FENCING TO ENSURE CONTINUOUS PROTECTION OF THE PUBLIC AND TO PREVENT UNAUTHORIZED ENTRY TO THE CONSTRUCTION AREA. AT A MINIMUM FENCING SHALL BE 6.0 FEET HIGH. COORDINATE SAFETY AND SECURITY MEASURES WITH ADJACENT WORK. 3. DAMAGE TO ANY PROPERTY, INCLUDING BUT NOT LIMITED TO, BUILDINGS, UTILITIES, VEHICLES, FENCING, OR LANDSCAPING AS A RESULT OF CONTRACTORS ACTIVITIES WILL BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE TO ORIGINAL LOCATION AND ELEVATION. 5. THE CONTRACTOR IS FINANCIALLY RESPONSIBLE FOR THE MAINTENANCE OR REPAIR OF OFF-SITE AND ON-SITE PAVED SURFACES WHERE DAMAGE HAS BEEN SUSTAINED BECAUSE OF CONSTRUCTION TRAFFIC. 6. ALL CONCRETE, PAVEMENT, CURBS, SIDEWALKS AND RAMPS INDICATED TO BE REMOVED OR REPLACED SHALL BE REMOVED TO THE NEAREST JOINT AS IDENTIFIED DURING CONSTRUCTION. WHERE THIS IS NOT POSSIBLE DUE TO CONFLICTS OR ADJACENT DAMAGED CONCRETE / ASPHALT, THE CONTRACTOR SHALL MAKE A FULL PAVEMENT DEPTH SAWCUT AT THE PROPOSED JOINT IN SOUND PAVEMENT. PROPOSED CONCRETE / ASPHALT SHALL EXTEND TO THE SAWCUT EDGE AND BE APPROPRIATELY JOINED / SEALED. 7. TO THE MAXIMUM EXTENT POSSIBLE, THE CONTRACTOR SHALL SALVAGE AND REUSE ALL CATCH BASIN FRAMES, GRATES, COVERS, MANHOLE LIDS AND ANY OTHER EXISTING METAL WORKS IN PAVEMENTS DESIGNATED FOR REMOVAL / REPLACEMENT. 8. ALL PAINT SHALL BE REMOVED BY MECHANICAL MEANS. NO WATER BLASTING OR GRINDING IS ALLOWED. MECHANICALLY REMOVE PAINT DEBRIS PROMPTLY AFTER PAINT REMOVAL. REVISION BY APPROVED DATE SYM SUBGRADE PREPARATION NOTES 1. ALL EXPOSED SUBGRADE SHALL BE PROOF ROLLED UNDER THE OBSERVATION OF THE OWNERS GEOTECHNICAL ENGINEER WITH A LOADED 12 CY (MINIMUM) DUMP TRUCK OR HEAVY COMPACTOR. ANY LOCALIZED ZONE OF YIELDING SUBGRADE SHALL BE OVEREXCAVATED 12"-24" (OR AS DETERMINED BY THE OWNER'S GEOTECHNICAL ENGINEER) AND REPLACED WITH CRUSHED SURFACING BASE COURSE IN 6" LIFTS, COMPACTED TO 95% MAX. DENSITY. 2. AFTER PROOF ROLLING, THE SUBGRADE SHALL BE THOROUGHLY COMPACTED WITH A VIBRATORY ROLLER WEIGHING AT LEAST 10 TONS. THE ROLLER SHALL MAKE AT LEAST 6 PASSES. THE SUBGRADE SOIL SHALL HAVE ADEQUATE MOISTURE CONTENT AT TIME OF COMPACTION, (WITHIN 2% OF OPTIMUM). 3. WHERE SUBGRADE CANNOT BE FEASIBLY SUBJECTED TO A PROOF -ROLL, COMPACTION SHALL BE VERIFIED BY A MINIMUM OF ONE NON-DESTRUCTIVE FIELD DENSITY TEST (I.E. NUCLEAR DENSIOMETER) PER 2,000 SQUARE FEET, BUT IN NO CASE LESS THAN THREE (3) TESTS. IF ADDITIONAL COMPACTION IS REQUIRED, RE -TESTING OF SUBGRADE SHALL BE AT CONTRACTOR'S EXPENSE. 4. CRUSHED SURFACING TOP COURSE (CSTC) SHALL COMPLY WITH WSDOT STANDARD SPECIFICATION 9-03.9(3). 5. SUBMIT ONE COPY OF INSPECTION / TESTING AGENCY FIELD REPORTS AND COMPACTION RESULTS TO OWNER AND ENGINEER WITHIN TWO WEEKS OF FIELD OBSERVATION. 6. VERIFY COMPACTION OF GRAVEL BASE COURSE LAYER WITH A MINIMUM OF ONE NON-DESTRUCTIVE FIELD DENSITY TEST (I.E. NUCLEAR DENSIOMETER) PER 625 SQUARE FEET (25'x25'). SUBMIT TEST RESULTS TO GEOTECHNICAL ENGINEER WITHIN 24 HOURS AFTER TEST. CONSTRUCTION SEQUENCE COORDINATE ENTRY, SECURITY, TRAFFIC CONTROL PLAN, ENVIRONMENTAL PROCEDURES, FOD TRAINING, AND OTHER REQUIREMENTS WITH OWNER PRIOR TO BEGINNING WORK. 2. POST SIGN WITH NAME AND PHONE NUMBER OF SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. CONTRACTOR TO COORDINATE WITH BOEING FOR PHASING OF PROJECT TO MEET BOEING'S OPERATIONAL REQUIREMENTS. IT IS ASSUMED THAT EACH PORTION OF THE PROJECT WILL BE COMPLETED IN SERIES, WITH ONLY ONE ACTIVE WORK AREA AT ANY GIVEN TIME. THE BELOW SEQUENCE DESCRIBES THE GENERAL CONSTRUCTION SEQUENCE THAT WOULD OCCUR FOR EACH WORK AREA. 3.1. MARK CLEARING LIMITS. INSTALL TRAFFIC CONTROL DEVICES. 3.2. REMOVE FEATURES AS SHOWN ON REMOVAL PLANS. 3.3. CLEAN SURFACE OF PAVEMENT ADJACENT TO WORK AREA. 3.4. INSTALL NEW CONCRETE PAVEMENT AND FENCING. 3.5 RESTORE LANDSCAPE AREAS. 4. PROVIDE AS -BUILT DRAWINGS TO OWNER/ENGINEER FOR THE COMPLETION OF RECORD DRAWINGS. 5. PROCEED WITH PROJECT CLOSE-OUT. 6. FOR PHASING REQUIREMENTS SEE 1M10 PH -1, 2 AND 3. REVISION BY APPROVED DATE 9-64 1NETWORK W5539184 SITTS BKL 03.12.18 2" COMPACTED DEPTH CLASS 1/2" HMA, PG 58-22 FINISH COURSE, COMPACT TO 92% OF RICE VALUE 4" COMPACTED DEPTH CRUSHED SURFACING TOP `COURSE SEAL JOINTS IN CSS -1 JOINT SEALER L._7;11w FINISH GRADE EXISTING A.C. PAVEMENT SUITABLE PREPARED SUBGRADE COMPACT TO 95% MAXIMUM DENSITY LIGHT DUTY ASPHALT PAVEMENT SECTIO\ SCALE: N.T.S.' Q�BOE/NG° a�- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN J. WATKINS CHECKED B. LESLIE ENGINEER R. JOHNSON CHECKED B. LESLIE DATE 03.07.18 03.07.18 GALV. CAP AT END POSTS (TYP.) 2" I.D. SCH. 40 GALV. STEEL LINE POSTS OR 3" I.D. SCH. 40 GALV. STEEL END POSTS AND CORNER POSTS (EXCEPT AT GATES) IJ DIAGONAL TENSION 1 1/4" I.D. SCH.40 GALV. WIRE STEEL FRAME (TYP) 3/4" GALV. TENSION BAR, AT END POSTS, TYP. TENSION BANDS ® 24" O.C. 9 GAUGE GALV. CHAIN (TYP.) LINK FABRIC FENCING (TWISTED BARBED ENDS) 1" CLEAR (MAX.) FROM BOTTOM OF FENCE FABRIC r -1t 3000 PSI CONCRETE (MIN.) TENSION WIRE FINISH GRADE (ACHAIN SCALE: N.T.S. C615 C616 SUBTITLE 1. ALL GALVANIZED STEEL FENCE HARDWARE SHALL BE PAINTED OR COATED BLACK. 2. GALVANIZED CHAIN LINK FABRIC AND TIES SHALL BE COATED IN BLACK VINYL. (D M 3. PROVIDE BLACK VINYL FENCE SLAT ALONG LENGTH OF FENCE. LW< FENCE DETAIL 12" 1 NOTE: 1. MATCH WIDTH OF EXISTING CONCRETE MOWSTRIP. TROWEL ALL EXPOSED EDGES SHRUB/GROUNDCOVER PLANTING AREA. 8" SEE NOTE r C61510616 3000 PSI CONCRETE MOW STRIP WITH ALL EDGES EASED. PROVIDE WEAKENED PLANE JOINTS 1" DEEP AT 1O' -O" O.C. PROVIDE EXPANSION JOINTS AT 20'-0" INTERVALS. FLOAT FINISH UNLESS OTHERWISE SPECIFIED. HOLD FINISH TURF AND SHRUB/GROUNDCOVER PLANTING AREA 1" BELOW ADJACENT MOW STRIP. -TURFGRASS LAWN AREA CONCRETE \ \"/\/\/\ ‘':/ /\'//: \A\,\\/\ .,\�\,�\ 4" OF CRUSHED ROCK AGGREGATE BASE. VOW #3 REBAR CONTINUOUS. OVERLAP 12" MINIMUM. STIP COMPACT SUBGRADE TO 95% OF MAXIMUM DENSITY PER ASTM D-1557 2 SCALE: N.T.S. 18- ��77 REVIEWED FOR CODE COMPLIANCE APPROVED APR u 6 2018 City of Tukwila I III II' IG DIVISION ISSUE FOR PERMIT MARCH 12, 2018 MISC. CIVIL DETAILS AND NOTES C615L616 RECEIVED CITY OF TUKWILA MAR 16 2018 PERMIT CENTER SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL ■ SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ PHONE: (253) 474.9449 I Project No.: 17,768 Project Mgr.: RJJ Proj. Engineer: BKL Proj. Drafter: JMW CURRENT REVISION W5539184 SYMBOL DATE 03.12.18 03.07.18 03.07.18 APPROVED APPROVED TITLE CIVIL 9-64 1NETWORK 9-YRD DEV. CENTER, WA SHEET C616 JOB NO. COMP NO. DWG NO. 9-YRD-C616 DUARTEE: 1/30/2007 15Q /5/./ .........._.._._ ........._. 15Q 4hy"1 » 3 ". 15Q 20H 20H 20H 20H 1 20H 2OH� 1" H�„ 1 w 1„ 1Y4„ 1Y„ .- 15H 20F 20F 20F 20F 201-44 20F • 0 2pF .41EST 41 :..'. ._.._ JJ SSI'..__ /`� _.__-. 4 SST `SST 14 �T .._._. _.. 15N 1 1» 4EST ;SS ...!► 20H 5... .'.:,N 'Sy �.._.. lam► �.... _ Y12H3 w „ ' « VA 3-L" �� ly 5Q -Mi H _ �,__<> . _> .. MANUAL DRAIN VALVE ...._'� fr _ 4y 3;w ...24y 1 200 24 20F 12F 12H ( 12H 1Y" 2H 18Q 8H 2" THIS SECTION SCH, 40_py PLUS UF WIRE IN-2-"-PVC-- SLEEVE. NO SLEEVE FOR PIPE vis 8H 8H 8H 1 SPRAY, 20 PSI VX1-LS168 9 64 MAINLINE IS INSTALLED NEXT TO SOUTH WALK CORP STORJO, BE / 400-36P SHRUB 5H CONTROL WIRES LAY W/PVC LINES NEXT TO WALK 15 LEGEND (THIS SHEET) 3/4 WEATHERMATIC 33-500 LAWN SPRAYS, (NOZZLE INDICATED) EXCEPT L. WHERE NOTED OTHERWISE 0-6;1 THIS SHEET U.N.O. WEATHERMATIC 73-500 SHRUB SPRAYS 1:1 (NOZZLE SIZE INDICATED) 65).Ga WEATHERMATIC 400-35P LAWN SPRAYS, 20 PSI THIS SHEET U.N.O. 0 THIS SHEET TORO 4' SST STRIP SPRAY (SIDE SPRAY) CST HEADS THIS SHEET U.N.O. TORO 4' EST STRIP SPRAY (END SPRAY) THIS SHT U.N.O. WEATHERMATIC 106-100 PRESSURE COMPENSATING BUBBLER THIS SHEET UNLESS NOTED OTHERWISE 0 TORO 4' SST STRIP SPRAY (SIDE SPRAY) • TORO 570S 4' SST STRIP SPRAY THIS SHEET UNLESS NOTED OTHERWISE * TORO 570S 4' EST STRIP SPRAY THIS SHEET UNLESS NOTED OTHERWISE HI POP RISER (THIS SHEET) 4. 120V SOURCE FOR CONTROLLER THIS SHEET UNLESS NOTED OTHERWISE 24V AUTOMATIC REMOTE CONTROL VALVE Csr 1 -7777 9 61 -o 34" 34 Nsx 9 72 1C3 9 5C ftftft ftimmft _ A .1111111111 7777 4'SST 4'SST 4'SST 4'SST 4'SST AUTOMATIC CONTROLLER PVC SLEEVE (BURIED) I GENEAL NOTES VALVE DATA THIS SHEET VALVE NO. VS1-LS168 VX1-LS168 GPM 61 28 25 45 33 43 38 53 44 SIZE 1" use LAWN LAWN & SHRUB LAWN SHRUB LAWN SHRUB SHRUB SHRUB REFRE\CE DRAWI\GS SITE PLA\ N o omon ISSUE FOR PERMIT MARCH 12, 2018 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A 9-64 1NETWORK SITTS BKL 03.12.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DAVE PRETARE CHECKED 41;171 LS172 LS -1 3 LS/174 Lii75 N CONSTUCTION \OTES ADJUST POSITION OF 3/4" IRRIGATION LATERAL AND IRRIGATION HEADS AS REQUIRED FOR INSTALLATION OF NEW FENCE ALIGNMENT. PROVIDE ASBUILT DRAWING W/DISTANCES TO EXIST. FIXED FEATURES TO BOEING PRIOR TO PROJECT CLOSEOUT. REVIEWED FOR CODE COMPLIANCE APPROVED APR u6 2010 City of Tukwila ivpm RECEIVED CITY OF TUKWILA MAR 1 6 2018 PERMIT CENTER SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-9449 Project No.: 17,768 Project Mgr.: RJJ Proj. Engineer: BKL Proj. Drafter: JMW DATE 5/29/12 SUBTITLE LAWN SPRINKLER PLAN CURRENT REVISION SYMBOL DATE 03.12.18 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE CIVIL MASTER 09-YRD COL. DEV. CENTER, WA SHEET LS168 JOB NO. COMP NO. DWG NO. 09—YRD—LS1 68 DUARTEE: 08/03/12 07:56