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HomeMy WebLinkAboutPermit D14-0030 - BOEING #9-140 BR&T STORAGE - TENANT IMPROVEMENTBOEING #9-140 9725 E Mt1RGINAL WAY S D14-0030 Parcel No: Address: Project Name: Citv of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: htto://www.TukwilaWA.gov DEVELOPMENT PERMIT 0003400018 9725 E MARGINAL WAY S BLDG 9- 140 BOEING #9-140 BR&T STORAGE Permit Number: Issue Date: Permit Expires On: D14-0030 3/10/2014 9/6/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 JOHN S MURDOCH PO BOX 3707 M/C 89-14 , SEATTLE, WA, 98124 Phone: (253) 657-0868 BOEING COMPANY, THE Phone: (312) 544-2535 100 N RIVERSIDE, M/C 5003-4027 , CHICAGO, IL, 60606-1596 BOEINC*294ML Expiration Date: 1/18/2015 BOEING COMPANY PO BOX 3707 M/C 89-14 , SEATTLE, WA, 98124 DESCRIPTION OF WORK: ADD 6X8' DOUBLE LEAF EXTERIOR DOOR. FILL/PATCH FLOOR SURFACES AND PROVIDE EXTERIOR PAVED ENTRY. REMOVE (1) TREE AND EXISTING GROUND COVER FOR NEW CONCRETE SLAB AND CATCH BASIN. Public Works ACTIVITIES INCLUDE EROSION CONTROL AND STORM DRAINAGE (CB/RESET RINGS TO GRADE). Project Valuation: $59,478.00 Fees Collected: $2,346.89 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: IIB Occupancy per IBC: F-2 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE,VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: 1 Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Date: I hearby certify that I have read and e ed this permit and know the same to be true and correct. All provisions of law and ordinances gover 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 I • a laws regulating construction or the performance of work. I am authorized to sign and obtain this develop en per it and agree t• th,- conditions attached to this permit. /� l�r� Foca-gottrDate: L 140/20 Signatu Print N 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: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: 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. 33: Install mechanical stops on rolling rack structure or in tracks so that when the units are rolled together, a minimum 6 inch wide transverse flue space is maintained at 4 ft. intervals along the length of the racking. If further information is needed contact Al Metzler Tukwila Fire Dept. at 206-971-8718. 15: 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) 16: 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) 17: 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, 4-3, 4-4) 18: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 19: 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" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 20: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 21: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 24: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 25: 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. 2327). 26: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 27: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 28: 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 #2328) (IFC 104.2) 29: 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 #2328) 30: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 32: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 34: ***PUBLIC WORKS PERMIT CONDITIONS*** 35: Call to schedule mandatory pre -construction meeting with Dave Stuckle, Public Works Inspector, (206) 433-0179. 36: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. Contractor shall notify Public Works Inspector Mr. Dave Stuckle at (206) 433-0179 of commencement and completion of work at least 24 hours in advance. All inspection requests shall be made also 24 hours in advance. 37: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 38: Any material spilled onto any street shall be cleaned up immediately. 39: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 40: 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. 41: 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. 42: 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. 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 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 4000 SI-CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4004 SI-WELDING 5090 STORM DRAINAGE CITY OF TUKM. A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit N Pro, ect No. Date Application Accepted: �iication Expires: or O ( e use on 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** King Co Assessor's Tax No.: co 0 Ii Site Address: 9725 East Marginal Way So Tenant Name: The Boeing Company Suite Number: 9-140 Floor: 1 PROPERTY OWNER Name: The Boeing Company - John S. Murdoch Address: P.O. Box 3707 M/C 89-14 City: Seattle State: WA Zip: 98124 CONTACT PERSON - person receiving all project communication Name: John S. Murdoch - The Boeing Company Address: P.O. Box 3707 M/C 89-14 City: Seattle State: WA Zip: 98124 Phone: (253) 657-0868 Fax: (253) 657-0858 Email: john.s.murdoch@boeing.com GENERAL CONTRACTOR INFORMATION Company Name: The Boeing Company Address: P.O. Box 3707 M/C 89-14 City: Seattle State: WA Zip: 98124 Phone: (253) 657-0868 Fax: (253) 65,7-0858 Contr Reg No.: BOEINC*294ML Exp Date: 01/18/2015 Tukwila Business License No.: t1 C t1 \ gi, Q New Tenant: ❑ Yes VI ..No ARCHITECT OF RECORD Company Name: EISI Ltd. Architect Name: Douglas L. Condit Address: 1900 West Emerson PL. City: Seattle State: WA Zip: 98119 Phone: (206) 284-1181 Fax: Email: ENGINEER OF RECORD Company Name: EISI Ltd. Engineer Name: Douglas L. Condit Address: 1900 West Emerson PL. City: Seattle State: WA Zip: 98119 Phone: (206) 284-1181 Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.09) Name: The Boeing Company Address: P.O. Box 3707 M/C 89-14 City: Seattle State: WA Zip: 98124 HAApplicatione\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATIC1, 206-431-3670 Valuation of Project (contractor's bid price): $ 51,978 Existing Building Valuation: $ 5,000,000 Describe the scope of work (please provide detailed information): Add 6'X8' Double Leaf Exterior Door. Fill/Patch Floor Surfaces and Provide Exterior Paved Entry. Remove (1) Tree, Remove existing ground cover for New Concrete Slab and Catch Basin. Will there be new rack storage? ❑ Yes I.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to - Existing Structure New . . Type of Construction per IBC Type of Occupancy per IBC i'r Floor 16,200 2,736 0 0 V-N B / F2 212° Floor 3td 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? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ▪ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes J No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:WpplicatiouWorms-Application On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page2of4 PUBLIC ORKS PERMIT INFC [ATION - 2O6-433-Q17 Scope of Work (please provide detailed information): D.N.A. Ca11 before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ...Tukwila ❑ ...Water District #125 0 ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ .. Sewer Availability Provided ❑ .. Renton ❑ .. Seattle §!ntic System: lall On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. bntitted with Anolication (mark boxes which annlvl: ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report 0 ...Traffic Impact Analysis ❑ ...Bond 0 .. Insurance ❑ .. Easement(s) 0 .. Maintenance Agreement(s) 0 ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that anolv): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours 0 .. Right-of-way Use - Profit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ❑ ...Total Cut cubic yards 0 .. Work in Flood Zone 0 ...Total Fill cubic yards 0 .. Storm Drainage 0 ...Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Grease Interceptor ❑ ...Cap or Remove Utilities 0 .. Curb Cut 0 .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control 0 .. Looped Fire Line 0 .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation Domestic Water 0 ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # 0 ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size O ...Sewer Main Extension Public 0 Private 0 0 ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...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:\Applicatmm1Fomu-Application, Oa Line&2011 ApplicationsTmrmit 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 •• PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING ' / THO AGENT: _ Signature.l'j��j �' & /V6 ' 4'P94 %� Date: 01/13/2014 Print N: John S. Murdoch - The Boeing Company Day Telephone: (253) 657-0868 Mailing Address: P.O. Box 3707 M/C 89-14 Seattle WA 98124 City State Zip HAApplicationa\Forma-Applications On Line \ 2011 Applcations\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Receipt Number DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $634.83 D14-0030 Address: 9725 E MARGINAL WAY $ BLDG 9-140 Apn: 0003400018 $634.83 PUBLIC WORKS $625.00 BASE APPLICATION FEE R000.322.100.00.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 $187.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 $187.50 TECHNOLOGY FEE $9.83 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R1422 R000.322.900.04.00 $9.83 $634.83 Date Paid: Monday, March 10, 2014 Paid By: JOHN S MURDOCH, WORKPLACE SVCS Pay Method: CREDIT CARD 051336 Printed: Monday, March 10, 2014 12:21 PM 1 of 1 5Y.S1 M.S Receipt Number DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID $1,712.06 D14-0030 Address: 9725 E MARGINAL WAY S BLDG 9-140 Apn: 0003400018 $1,712.06 DEVELOPMENT $1,661.84 PERMIT FEE R000.322.100.00.00 $1,004.45 PLAN CHECK FEE R000.345.830.00.00 $652.89 WASHINGTON STATE SURCHARGE 6640.237.114 $4.50 TECHNOLOGY FEE $50.22 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R716 R000.322.900.04.00 $50.22 $1,712.06 Date Paid: Monday, January 13, 2014 Paid By: JOHN S MURDOCH, WORKPLACE SVCS Pay Method: CREDIT CARD 081497 Printed: Monday, January 13, 2014 3:19 PM 1 of 1 INSPECTION RECORD Retain a copy with permit ,bi4' oo30 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Cr: , f jot Project APProyed per applicable codes. -COMMENTS: s 4 V , Date COE& rrp, Date Wanted: Requester: J one } erc Datea��YY � REINSPECTION:FEE REQUIRED. Prior to next inspection: fee must be paid at 6300 Southcenter 81vd.. Suite 100, Canto schedule-reinspection. INSPECTION RECORD ._ ?I 1 Retain a'appy with permit iY33o PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 lice tb 0 Type4_4173 Address: qi 5 E ots MAL- Date Called: SpecialInstructIons: i47:tr6e Date nted: red:i3--4 a.rf%� Via02 "-6 1 6 per applicable codes. jo Corrections required prior to approval. COMME IS: 1 --Ah, c-61c, a, l •ems- 047 -vo eff Date: 3 REINSPECTION FEE EEWIRED. Prior to next inspection. fee must' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspecdon. CTION RECORD with pnf INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTM 444 Andover Park East, Tukwila, Wa. 98188 * 'oject• Address. ci ? a C r^ 5 Suite #:'_/gD Special Instructions: 'Approved per applicable codes. COMMENTS:= cTiAi - O N F. 246.575.7 nCorrections required priorto a Needs Shift Inspection:' klers: Fire Alarm: S Hood Monitor: Pre -Fire: Permits: Occupancy Type: =.... Inspector: H n $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: Address: City: Word/Inspection Record Form.Doc Company Name: State: 6/11/10 Zip: T.F.D. Form F.P. 113 OTTO ROSENAU & ASSOCIATES, INC. June 24, 2014 City of Tukwila Building Depa 6300 Southcenter Blvd, SuiteS00 Tukwila, WA 98188-2544 Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118-3216 USA Tel: (206) 725-4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com REVISED FINAL REPORT Project: Boeing — Bldg. 09-101 V16 Fiber Placement Machine Phase 1/ Boeing — Bldg. 09-101 Dev Assembly/Zenith II Address: Bldg. 09-140, Tukwila Permit Number: D14-0030 Job Numbers: 13-0784/ 13-0801 We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Epoxy -grouted anchor bolt installation 2. Reinforced concrete 3. Welding Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Kate Rubin Report Manager Email c: Report Distribution List OTTO ROSENAU & ASSOCIATES, INC. May 21, 2014 Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118-3216 USA Tel: (206) 725-4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188-2544 FINAL REPORT RECEIVED MAY 23 2014 COMMUNITY DEVELOPMENT Project: Boeing — Bldg. 09-101 V16 Fiber Placement Machine Phase 1/ Boeing — Bldg. 09-101 Dev Assembly/Zenith II Address: Bldg. 09-140, Tukwila Permit Number: D14-0030 Job Numbers: 13-0784/ 13-0801 We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Epoxy -grouted anchor bolt installation 2. Reinforced concrete Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Kate Rubin Report Manager Email c: Report Distribution List OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 25759 Project: Address: Client: CONSTRUCTION INSPECTION REPORT Boeing - Bldg. 9-101 CTC/Dev Assembly 2/Zenith II Bldg. 09-140, Tukwila Dahlgren Industrial, Inc. Permit Number: D14-0030 Job Number: 13-0801 Client Address: PO Box 3515, Seattle Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection Other (specify): Other (specify): Inspector and Date Remarks Jonathan Blisserd On site for the following: 6/17/14 Inspected welds for W1 door frame, west side of building. All work completed per S505 details and minimum AWS D1.1 requirements. Conforms Copies to: Client Engineer X Owner X Contractor Architect X Building Dept Others Technical Responsibility: Walter Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADM/N--63-05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 13-0784 CONCRETE REPORT Report Number: RC274750 - REV. Permit Number: D14-0030 Project: Boeing - Bldg. 09-101 V16 Fiber Placement Machine Phase Client: Dahlgren Industrial, Inc. Address: Bldg. 09-140, Tukwila Address: PO Box 3515, Seattle Inspector(s): Dwayne Helgeson Date: 3/7/2014 Description/Location: Inspected reinforcing steel and concrete placement for 5" slab on grade located at the west side of building 9-140 sub station #15. No drawings or details are available for this project. Contractor used #5 rebar at 12" on center each way. Resteel Verified: Yes 3/7/2014 Dwayne Helgeson (Grade 60) Mfg: Cascade Placement Data Supplier: Stoneway Mix Number: 6003 Slump Spec: 3-5" W/C Ratio Spec: .43 Air Spec: 3.5-6.5% Total Yards: 10 Placed Via: Tailgate Consolidated: Yes Required Strength: 4000 psi at 28 days. Sampling and Testing Data Time Cubic ASTM C 172, C 31 Made Yards Cast Samples: 1-4 10:15 am 10.00 Design Cement (lbs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Water Slump Added C 143 10 gal. 5" Actual ❑ 564# Type: UII 1202# 1969# 3/4" 240# 4 oz. AIR, 28.2 oz. WRDA-64 Air % C 231 4.7% Conc.Temp C 1064 64°F Batch Weights/Cubic Yard Slag (lbs): Ambient Truck Ticket Temp No. No. 49°F 441 469013 Weather: Overcast Date Samples Picked Up: Slump Range: 5" Air % Range: 4.7% 3/10/2014 Initial Curing Method: As -re C31. Exclude C31-12.1.5 Initial Curing Temp: Asrnr C31, Exclude c31-10.1.2 Comments REINFORCING/PLACEMENT: Conforms: ❑ Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Test Field Age Size Area Weight Max Load Strength Date Cure (Days) (in.) (Sq.in.) (Lbs.) (Lbs.) (psi) Specimen Number Fracture Type (other than cone) 1 3/14/14 2 4/4/14 3 4/4/14 4 4/4/14 7 4 x 8 12.69 8.52 49,820 3930 28 4 x 8 12.62 8.57 58,800 4660 28 4 x 8 12.62 8.5 58,440 4630 28 4 x 8 12.62 8.52 57,700 4570 * = Discarded Tested in general accordance to: ASTMC39 0 ASTMC617 ❑ ASTMC1231 ❑ Copies to: Client ❑ Engineer © Building Dept © Owner © Contractor d❑ Batch Plant Technical Responsibility: ❑ Architect ® Others Walter Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-62-04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 13-0801 PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Report Number: 274802 — Revised Permit Number: D14-0030 Project: Boeing — Bldg. 09-101 Dev Assembly 2/Zenith II Client: Dahlgren Industrial, Inc. Address: Bldg. 09-140, Tukwila Address: PO Box 3515, Seattle Inspector: Dwayne Helgeson Date: 4/28/14 Description/Location: Inspected the epoxy grouting of %" diameter all thread anchor bolts at header at the inside of door W2 of the 09-140 Building. Intended Use: Anchor bolts for door header Building Code & Year: IBC 2009 ■ Reinforcing Steel Thread 0 All Bar/Dowel Size & Quantity: Anchor Size & Quantity: '/" (6) Rebar Manufacturer: Type of Steel (ASTM): A-36 Other: A-325 A-449 • ■ • Rebar Grade: ■ 40 ■ 60 ■ Other: 0 Type of Bar: ■ A-615 ■ A-775 Other: A-706 In ■ Special Ductile Quality (SDQ): ■ Yes ■ No Anchor Length: 7" Hole Depth: 6" Required Embedment: 6" Hole Diameter: 5/8" Concrete Thickness: N/A Concrete Strength: N/A Hole Orientation: 0 Vertical Down 0 Vertical Up ® Horizontal Base Material: ® Normal Weight Concrete 0 Light Weight Concrete 0 CMU 0 Brick 0 Composite Deck Hole Cleaning: ® Compressed Air ® Hand Pump 0 Other: Compressed Air PSI: Brushed: ® Yes 0 No Hole Condition: 0 Dry 0 Damp 0 Water Saturated 0 Submerged Drill Bit (ANSI B212.15): ® Yes ❑ No Approved Diamond Cored Hole: ❑ Yes ® No Adhesive Type: Hilti Hit HY 70 Expiration Date: 08/2014 ICC ESR #: 2682 Weather: Indoors Ambient Temperature: 70°F Substrate Temperature: 67°F Reference Standard(s) Used: Copies to: Client Engineer X Others X Owner X Contractor Architect X Building Dept. Comments Technical Responsibility: Conforms X Does Not Conform Walter Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 Form No.: ADMIN-86-02 (Rev. 05/13) DOOR OPENING CALCULATIONS PrEP P. FOR BOEING BUILDING 9-140 TUKWILLA, WASHINGTON FOR BOEING BY : EISI Ltd. CONSULTING ENGINEERS 1900 WEST EMERSON PL. SUITE 200 SEATTLE, WA. 98119 (206) 284-1181 JOB NO. 12.095X 14-Nov-13 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 31 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 13 2014 PERMIT CENTER PROJECT: Boeing 9-140 Seismic Design Criteria: 2012 IBC Ss = 1.516 Fa = 1 Design Cat. = D Use Group = II Site Class = D Ip = 1 ap = 1 R= 6 2.5 eisi CONSULTING ENGINEERS JOB # 12-095X 23-Sep-13 .92 /13 sums Design Maps Summary Report User -Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 47.513°N, 122.298°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output SS = 1.516 g S1 = 0.573 g SMS = 1.516 g SMl = 0.860 g Design Maps Summary Report Sps = 1.011 g Sp1 = 0.573 g z- tr o 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. 1.76 1.60 1.44 1.28 1.12 0.96 0.80 0.64 0.48 0.32 0.16 0.00 0.00 MCER Response Spectrum 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 Period, T (sec) 2.00 1.10 0.99 0.88 0.77 0.66 IIng 0.55 0.44 0.33 0.22 0.11 0.00 0.00 For PGAM, T1, C„, and Cal values, please view the detailed report. Design Response Spectrum 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 Period, T (sec) 2.00 Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, geohazards.usgs.govidesignmaps/us/sunrnary php?template=minimal&Iatitude=47.5138Jong itude=-122.298&siteclass=3&rislacategorr0&edition=rice-2010&... 1/2 E151 consulting engineers 1900 W Emerson Place 1200 Seattle, WA 98119 Phone (206) 284-1181 • FAX (206) 284-1236 Job No, 1 -V' '(Sheet Of Client: fatlu Project: ' -j4--b Subject: By: Date: eisi CONSULTING ENGINEERS SEISMIC ANCHORAGE NON STRUCTURAL COMPONETS 23-Sep-13 ver. 09/23/13 PAGE 1 PROJECT: Bldg 9-140 JOB NO. 12-095X CRITERIA: 2012 IBC/ASCE 7-05 Ss = 1.516 Figure 1613.3.1(1), pg 368 Fa = 1 Table 1613.3.3(1), pg 366 Seis. Design Cat. D Table 11.6-1 pg 67 Occ. Cat. 11 Table 1.5-1, pg 2 Site Class D Table 11.8-1, pg 68 Sms =Fa*Ss 1.52 11.4.1, pg 65 Sds =2/3*Sms 1.016 11.4-3, pg 65 Vib. Isolation 1.00 Table 13.6-1, footnote b Ip = 1 13.1.3, pg 143 ap = 1 Table 13.6-1 or 13.5-1, pg 117 Rp = 2.5 (for equipment, pg 117 or pg 120) Working Stress Factor, a = 1.4 Itemt: Exterior Wall Wp = 66 ib.s (unit weight) C.G., x = 75 in. z = 6.25 ft/ Floor h = 12.5 ft/Roof BASE SHEAR FOR ANCHOR BOLTS (allowable stress design loads) (13.3-2) Fp(MAX) = 1.6"Sds*Ip*Wp/a(working stress) 77 Ibs (13.3-3) Fp(MIN) = .3*Sds*Ip*Wp/a 14 lbs or rigid Non -Building Sructure (13.3-1) Fp=(.4*ap*Sds"lp/Rp)(1+2"z/h)*Wp/a Rp = 2.5 15 Ibs (13.3-1) Fpv=.2*Sds*Wp*lp/a 0 lbs LATERAL LOAD: Fp = 15 Ibs SEISMICEQUIP 12 COMPONENTS WIND ver. 09/23/13 PROJECT: Bldg 9-140 ITEM: Exterior Wall CRITERIA: Risk Cat. = Velocity = Exposure = Height = G= Cf = Roof Top, G*Cr= PAGE JOB NO. 2012 IBC/ASCE 7-05 I Table 1.5-1, pg 2 110 mph ps = 30.98 B Sec 26.7, pg .246 Kz = 0.7 12.5 ft Kd = 0.9 1.00 pg 246, section 26.5 Kzt = 1 1.3 Fig. 29-, pg 312 1 par 29.5.1, h > 60 then f = 1.0 othewise f = 1.9, pg 308 qz = ps*Kz*I*G*Cf*f*Kd = 25.37 psf FS = 1.6 eisi CONSULTING ENGINEERS 23-Sep-13 2 12-095X psf table 28.3-1, pg 299 table 26.6-1, pg 250 table 26.8-1, pg 252 USE: 25.37 psf WS, Fw = 15.86 psf SEISMICEQUIP 12 COMPONENTS consulting engineers 1900 W Emerson Place 1200 Seottle, WA 98119 Phone (206) 284-1181 • FAX (206) 284-1236 Job No. IS, a1S)C Sheet Of Client: P2o41FA.C.0 Project: t ‘63 Subject: Poot . �fr.E•�Fti2 By Date: Lo6.„, CD4 $ l to /r) 2 (p0 1 iti ttc i� t . (oCow 4 lc,/t- 2 A -I 4,(4-1-- 2��1 x tti 2.t,c.o r 1cos u*) 1 Ie.t % z- (itr2 1 COCe• 11,4 x Co `.t. i1 - z �!� f6� , Coco y 24110a-0 x .1 it 4- 40K9116 (126)‘-tr5,6‘2,7,5) WKt'1 (fz) t-I92 I Er/5/ consulting engineers 1900 W Emerson Place #200 Seattle, WA 98119 Phone (206) 284-1181 • FAX (206) 284-1236 1 Job No. r(AV Sheet Of Client: fO roii Project: q 't'tp Subject: BY Dote: Lo4.1 �f�.t1-tl Get, ' , rit CocoV ` t c L o 044 u°t C 4) &t4fvz c p 69,6) t /0,254 4,C2 tleC y ` ) x boos 44041Ct7te2K‘-C-.) 4- 60q S 0-041 itN tt L11 / ANCHOR PROJECT: ITEM LOADS: or phi per ESR reports Anchor bolt: BOLTS (ACI 318 2011, Appendix D) Boeing 9-140 BR & T Jamb Shear, Vu = Tension Nu = phi,tension, steel = phi, shear steel = Concrete seismic mode .75, Grade Fy = Size, dia., da = Embed., hef = Abrg = No. Shear AB, n = Anchor Spacing, s1 = Edge dist., cac = post -installed (see tested data): Per D8.3, pg 462 cast in: ha = camin = cal (in direction of shear) = ca2 (in orthogonal Direction) _ ca2 (in orthogonal Direction) = eN (tension eccentricity) = ver. 9/16/13 • eisi CONSULTING ENGINEERS PAGE DATE JOB NO. 1/4 23-Sep-13 12-095X 0.41 kips 0.00 kips 0.75 D4.3, pg 418 Conc. Mode phi = 0.65 0.65 D4.3 Conc. Mode phi = 0.6 0.75 D3.3.4,4 pg 426 Omega or Brittle = 0.4 D3.3.4.3-d, pg. 426 HUS-EZ futa = 81.6 ksi 45 ksi 0.375 in, Ase = 0.052 in^2 2.5 in ha min =3/2*hef = 0 in^2 (bearing area of head) 1 No. Tension AB, n = 1 0 in s2 = 0 in smin = 4*da or 6*da for torque or post installed Post -Installed: cmin = 6*da,undercut cmin = 8*da,torqued controlled cmin = 10*da,displacement controlled 3.62 in. critical cac, see D8.6, pg 463 undercut, cacmin =2.5*hef torque -controlled, cacmin = 4*hef non torqued, min edge distance = min cover per ACI, Section 7.7 adhesive, cac = 2*da 4 D8.5, pg 462, hamin =1.5*hef = 3.75 in. 1.75 in. cmin = 1.75 in. 3 in. for D5.2 3.75 in., other ca2 = 3.75 in 4.5 in., other ca2.1 = 4.5 in 0 in. V(shear eccentricity) = Appendix D (1.5*hef)max (1.5*Ca1)max 0 in. (not to exceed 125ksi or 1.9*Fy) 85.5 ksi (1.9*Fy) Ase = 3.14/4*(do-.9743/nt)^2 3.75 in., per D8.5, pg 462 for expansion (s2 in direction of Toad) smin, see D8.1, pg 462 (4*hef except undercut anchors) 4.50 ANCHOR BOLTS PROJECT: Boeing 9-140 kc = Concrete strength , fc' = Modification Factors: Wec,N W1=1/(1+2*eN/3/hef) = Wed,N W2 =.7+.3*camin/1.5/hef = Wc,N W3 = Wcp,N W4 = Wc,p Wec,V Wed,V Wc.V Wh,V W= W5 = 1/(1+2*ev/(3*cal)) =< 1.0 W6 = .7+.3*ca2/1.5/ca1 = W7 = 4�8 =(1.5*Cal/ha)^.5 Nominal Bolt Tensile Strength: (D5.1) Nsa = n*Ase*futa = Concrete Breakout Strength: (D5.2) cal = Anco =9*hef^2 = Anc =(cal+s1+1.5*hef)*(2*1.5*hef+s2) = Anc =(2*Cal)*(2*Ca2) = Anc =(cal+s1+1.5*hef)*(ca2.1+1.5*hef+s2) _ Not to Exceed Nb = kc*(fc)^.5*hef"1.5 = for 11<hef<25, Nb = 16*(fc)^.5*hef"1.67 = Nb = Ncb = Anc/Anco*W2*W3*W4*Nb = Ncgb = Anc/Anco*W1 *W2*W3*W4*Nb = Use Nn = BR & T Jamb eisi CONSULTING ENGINEERS DATE PAGE JOB NO. 17 D.5.2.2 (24 for cast in & 17 for post installed), pg 438 4000 psi 23-Sep-13 2/4 12-095X 1.00 eq. D-8, pg 440 0.84 eq. D-10, pg 441 if camin<1.5*hef, otherwise 1, W2 = 0.84 1.00 D.5.2.5, pg 441 (1.25 for cast -in & 1.4 for post-installe (1.00 per ESR) 1.00 D-12, D.5.2.7, pg 442 (1.0 max.) W4=1.0 if camin=>cac eq D-11, pg 442 1.04 W4=camin/cac => 1.5*hef/cac if camin<cac eq D-12 1.04 1.00 D.5.3.6, pg 444 (1.4 for no cracking, otherwise 1) 1.00 D-36, D.6.2.5, pg 456 Use 1 0.95 eq D-38, D.6.2.6, pg 457 or 1 if ca2=> 1.5*cal Use 1.00 1.00 D6.2.7, pg 457 ( use 1.4 for no cracking) (1.2 w/ #4 rebar @ edge) 1.06 D6.2.7,pg 458 4.24 kips eq. D-2, pg 436 (verify hef if ca < 1.5*hef on 3 sides), D5.2.3, pg 439 3 in 56 in"2 51 in"2 45 in"2 51 inA2 4.25 kips 5.24 kips 4.25 kips 3.24 kips 3.24 kips 3.24 kips (1.5 hef max.) eq. D-5, pg 437 (verify with bolt layout) pg 438 Narrow wall Near edge: eq. D-6, pg 438 eq. D-7, pg 439 eq. D-3, pg 437 eq. D-4, pg 437 Appendix D Use: Anc = 51 (Group) (single anchor) (single anchor) Nn = 3.24 ANCHOR BOLTS PROJECT: Boeing 9-140 Concrete Pullout Strength: (D5.3) Single Anchor Not to exceed, Npn=wcp*Np = (headed stud) Np max =Abrg*8*fc' = Use Np/bolt = Group Np = Hooked anchor see pg 427 Concrete Side Face Tension: (D5.4) for hef<2.5*Ca1 = Nsb = 160*cal*(Abrg)^.5*(fc)".5 = If ca2<3*cal, Nsb*(1+ca2/cal)/4 (up to 3 max.)= Group, Nsbg = (1+s/(6*cal ))*Nsb = Steel Shear Strength: (D6.1) grout base, g = Non headed bolts or post -installed' p = Vsa=.6*(n*Ase,v*futa*p)*g= Concrete Breakout Strength in Shear: (D6.2) Use: Shear Parallel to edge (2 otherwise 1) Avco = 4.5*ca1 ^2 = Avc = ha*(1.5*(cal+s2)*2+s1)= If Ca2< 1.5*Ca1, ha = 1.5*Ca1 otherwise 1.5*Ca1 max Near edge: Avc=ha*(1.5(cal+s2)+(ca2+s1))= lemax =8*do= Vb=7*(I/do)^.2*do".5*fc'^.5*ca1 ^1.5= Vcb=(Avc/Avco)*W6*W7*W8*Vb= Group, Vcbg=(Avc/Avco)*w5*416*4,7*w8*Vb= Use V = 36 in^2 3.00 Use le = 2.06 kips 1.94 kips 1.94 kips BR & T Jamb (for post -installed see test results) 0.00 kips 0.00 kips 2.87 kips 2.87 kips eisi CONSULTING ENGINEERS DATE 23-Sep-13 PAGE 3/4 JOB NO. 12-095X eq D-13, pg 443 eq. D-14, pg 444 Pull-out = NpnExp. Anchor)=wcp*Np = cal = 3 ca2 = 3.75 7.50 in., then not applicable 0.00 kips eq. D-16, pg 444 0.00 kips D.5.4.1, pg 444 3.83 kips eq. D-17, pg 445 2.27 2.87 Nn = kips, from Table kips 2.87 s = 6 in.( Distance to edge) (See ACI 355.2 for post installed anchors) Use Nsb = 2.87 Use Nsbg = 3.83 1 (if grout w/ cast -in headed bolt use .8, otherwise 1.0) 1 (use p = 1,sleeves not in shear plane use .6) 2.55 kips eq. D-29, pg 450 Vn = Cal = 3 Ca2 = 1.5*Ca1 = 4.5 1.06 D-39, pg 458 (not less than 1) 1 D6.2.1 c, pg 451 41 in"2 eq. D-32, pg 451 36 in"2 (verify with bolt configuration) 2.55 Use Avc = 36 36 Ca2 = 4.5 2.5 see D6.2.2 or le = 2*do for torque controled Exp. Anchors eq. D-33, pg 454 eq. D-30, pg 451 eq. D-31, pg 451 1.94 kips Vn = 1.94 Appendix D • • ANCHOR BOLTS eisi CONSULTING ENGINEERS DATE 23-Sep-13 PAGE 4/4 PROJECT: Boeing 9-140 BR & T Jamb JOB NO. 12-095X Concrete Pryout Strength: (D6.3) kcp = 2 D.6.3.1 (kcp =1 for hef < 2.5, otherwise 2.0) single Vcp = kcp*Ncb = 6.47 kips eq. D-40, pg 460 (from D5.2) group Vcp = kcp*Ncbg = 6.47 kips eq. D-41, pg 461 Vn = 1.94 Vua/bolt = 0.41 kips Vn = 1.94 kips Nua/bolt = 0.00 kips Nn = 2.87 kips phi*Vn = 0.95 kips D4.1.2, pg 415 Vua= 0.41 kips O.K. phi*Nn = 1.40 kips D4.1.2 Nua = 0.00 kips For No Combination Required If Vua<.2*phi*Vn = 0 kips D.7.1, pg 461 Combine If Nua<.2*phi*Nn = 0.21 kips D.7.2, pg 461 O.K. I USE: 3/8 dia. Hilti "HUS-EZ" Anchors w/ 2.5 in. emb. Summary I Nominal Bolt Tensile Strength: (D5.1) Concrete Breakout Strength: (D5.2) Concrete Pullout Strength: (D5.3) Concrete Side Face Tension: (D5.4) * Steel Shear Strength: (D6.1) Concrete Breakout Strength in Shear: (D6.2) * Concrete Pryout Strength: (D6.3) Interaction: (D7) *NA if not near slab edge Combine = VuNn +Nu/Nn = Nn = 4.24 kips Nn = 3.24 kips Nn = 2.87 kips Nn = 3.83 kips Vn = 2.55 kips Vn = 1.94 kips Vn = 6.47 kips Vu= 0.41 Nu= Vn = 0.41 Nn = 0.56 1.00 OK <= 1.2 eq D-42, pg 461 Appendix D phi 0.65 0.65 0.65 0.65 0.6 0.7 0.7 0.00 Capacity 2.76 2.11 1.87 2.49 1.53 1.36 4.53 Formula Seismic Brittle D-3 2.76 D-4/5 1.58 0.63 D-14 1.40 0.56 D-18 1.87 0.75 D-19/20 1.53 D-21/22 1.02 0.41 D-30/31 3.40 1.36 4.4 Joanna Spencer From: Murdoch, John S <john.s.murdoch@boeing.com> Sent: Friday, March 07, 2014 9:50 AM To: Joanna Spencer Subject: FW: BOEING #9-140 BR & T STORAGE J#20368-10 permit application D14-0030 Good morning Joanna, Here is the information you requested (in Red). Let me know if there is anything you need me to do. Thanks, john John 5. Murdoch C.P.T. The Boeing Company West Corridor Site Services Code Compliance and Permitting P.O. Box 3707 M/C 89-14 Seattle WA. 98124-2207 (253) 657-0868 Land Line (253) 740-0214 CeII Phone PERMANENT FILE COPY 'You can't live a perfect day without doing something for someone who will never be able to repay you.' John Wooden From: EXT-Printy, William Sent: Thursday, March 06, 2014 3:51 PM To: Murdoch, John S Subject: FW: BOEING #9-140 BR & T STORAGE J#20368-10 permit application D14-0030 Erosion/sediment control $2500 Catch basin/reset rings to grade, $5,000 William Printy Boeing Construction Management 360-908-8497 william.printy@boeing.com From: Murdoch, John S Sent: Thursday, March 06, 2014 10:59 AM To: EXT-Printy, William Cc: Westrup, Jeanette M Subject: FW: BOEING #9-140 BR & T STORAGE J#20368-10 permit application D14-0030 Bill, This is what the City needs to complete the objectives in Red so that they may issue the permit. I have the form, get it to you today. john D1HOQ3O 7ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0030 DATE: 01/13/2014 PROJECT NAME: BOEING #9-140 BR&T STORAGE SITE ADDRESS: 9725 EAST MARGINAL WY S X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: (11 C ' L\ Building Division IN M—; 17\14 ('/ 'N Public Works Er Structural AWN k-1 b-i19 �� /0/4 Fire Prevention . Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 01/14/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 02/11/14 Approved with Conditions Denied (ie: Zoning Issues) ow() iv' REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 BOEING COMPANY, THE Page 1 of 9 4:174)1 Washington State Department of Labor & Industries BOEING COMPANY, THE Owner or tradesperson MCNERNEY, W (JAMES) Principals MCNERNEY, W (JAMES) LOHR, MICHAEL WOLTER, CHRISTOPHER READ, PAUL (End: 02/07/2013) SHRONTZ, F A (End: 02/07/2013) GIVAN, B E (End: 02/07/2013) KING, C G (End: 02/07/2013) BEIGHLE, D P (End: 02/07/2013) COLLINS, T J (End: 02/07/2013) BUDINICH, T M (End: 02/07/2013) WOODARD, R B (End: 02/07/2013) CRUZE, D D (End: 02/07/2013) CONDIT, P M (End: 02/07/2013) Doing business as BOEING COMPANY, THE WA UBI No. 178 005 030 100 N RIVERSIDE CHICAGO, IL60606-1596 312-544-2535 Business type Corporation Governing persons License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. BOEINC*294ML Effective — expiration 07/13/1971 — 01/18/2015 Bond FEDERAL INS CO Bond account no. 81312466 $12, 000.00 Received by L&I Effective date 01/14/2002 01 /01 /2002 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 03/10/2014 CODES AND PERMITS J THE Si;E/N&' COMPANY SHARED SERVICES GROUP BUILDING 09-140 RELOCATE BR&T STORAGE J#20368-1 0 VICINITY MAP PROJECT WORK LOCATION OXBOW PARKING LOT DEVELOPMENTAL CENTER REVISION BY APPROVED NO SCALE DATE SYM BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 CODE SUMMARY TYPE OF APPLICATION: ❑ NEW ❑ ALTERATION ❑ ADDITION TENANT IMPROVEMENT PROJECT DESCRIPTION: ADD A 6'-0" x 8'-0" EXTERIOR DOOR, FILL/PATCH FLOOR SURFACES AND PROVIDE EXTERIOR PAVED ENTRYWAY CODES: 2012 INTERNATIONAL BUILDING CODE & WAC 51-50 2012 INTERNATIONAL MECHANICAL CODE & WAC 51-52 2012 INTERNATIONAL FIRE CODE & WAC 51-54 2012 UNIFORM PLUMBING CODE & WAC 51-56 2012 UNIFORM PLUMBING CODE AMENDMENTS A, B & I & WAC 51-57 2011 NATIONAL ELECTRIC CODE, WITH WASHINGTON STATE AMENDMENT 2012 WASHINGTON STATE ENERGY CODE WAC 51-11 CURRENT CITY OF TUKWILA ZONING ORDINANCES CONTRACTOR & STATE NUMBER: BOEING PROJECT ENGINEER: PROJECT DESIGNER/ARCHITECTDDOUGLAS CONDIT/EISIPHONE: 206-284—II8I BOEING CONTACT: JOHN MURDOCH PHONE 253-773-0444 FAX NUMBER. 253-773-0119 E—MAIL. lohn.s.murdoch@boeinq.com OCCUPANCY GROUP : WEST OF GRID D: EXISTING GROUP B, OFFICE EAST OF GRID D: (INDUSTRIAL AREA) PRIMARY USE, GROUP F2, LOW HAllARD FACTORY & INDUSTRIAL OCCUPANCY, WITH ACCESSORY OFFICE & STORAGE AREAS CONSTRUCTION TYPE : TYPE V, NON —RATED STEEL COLUMNS SUPPORTING GLUE LAMINATED BEAM & STEEL DECK ROOF. EXTERIOR BEARING & NON —BEARING WALLS: BRICK & WOOD FRAMED GLASS CURTAIN WALL ZONING: 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 16,200 SQ FT PROJECT AREA 2,736 SQ FT THE BOEING CO. BOEINC * 294ML(0V2009) REVISION BUILDING HEIGHT: STORIES I (ACTUAI) 19 FT MEZZANINE ?❑ (YES) II FIRE PROTECTION: SPRINKLERED THROUGHOUT (NO) SQ FT PER NFPA 13 ? (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 FRAMF HOUR RATING FLOOR/CEILINGS HOUR RATING ROOF CONSTRUCTION HOUR RATING SEISMIC DESIGN: ZONE D DESIGN LOADS: (CHAPTER 16) ROOF: LIVE (SNOW) FLOOR: OFFICF MECH/STOR STAIRS CONCENTRATED. WIND: EXPOSURF80 MPH, EXPOSURE C BY APPROVED DATE (PSF) (PSF) (PSF) (PSF) rz 7AC° o�— n REVIEWED FOR CODE COMPLIANCE APPROVED JAN 31 2014 City of u Ile BUILDING VISION PERMIT SET GENERAL NOTES A CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY THE CITY OF TUKWILA BUILDING DEPARTMENT MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS WITHIN THE AREA OF WORK BEFORE COMMENCING ANY WORK AND ENSURE THAT THE JOINING OF THE WORK OF VARIOUS TRADES MEETS APPROPRIATELY. THE CONTRACTOR SHALL BRING DISCREPANCIES ON THE DRAWINGS OR SPECIFICATIONS TO THE ATTENTION OF THE BOEING PROJECT CONSTRUCTION MANAGER IMMEDIATELY UPON DISCOVERY ONLY IF THEY REQUIRE DESIGN REVISIONS. 2. COORDINATE THE WORK OF ALL TRADES. REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS IN DETAIL FOR COORDINATION OF SPECIFIC TRADE REQUIREMENTS. COORDINATE ALL ROUGH —IN REQUIREMENTS FOR MATERIALS OR EQUIPMENT FURNISHED BY CONTRACTOR OR BY OTHERS FOR THIS PROJECT. 3. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONTAINING MATERIAL WAS NOT DISCOVERED OR WILL BE REMOVED PRIOR TO THE BEGINNING OF THE WORK FOR THIS PROJECT. A COPY OF THE REPORT OF THE SURVEY WILL BE FURNISHED TO THE CONTRACTOR AT THE TIME OF BIDDING OR NEGOTIATIONS. DO NOT REMOVE, DAMAGE OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THE WORK AREA. CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DISCOVERED OR DAMAGED THAT IS REQUIRED TO BE REMOVED TO SUPPORT THE WORK OF THIS PROJECT. 4. THE GENERAL CONTRACTOR SHALL OBTAIN AND MAINTAIN A FULL SET OF CONSTRUCTION DOCUMENTS ON SITE. THIS SET SHALL BE MARKED UP (RED —LINED) DAILY WITH ANY ACTUAL WORK OR INSTALLATIONS DIFFERING FROM THE CONSTRUCTION DOCUMENTS. SAID SET SHALL BE TURNED OVER TO THE BOEING CONSTRUCTION PROJECT MANAGER AT THE COMPLETION OF THE WORK FOR INCORPORATION INTO BOEING RECORD DOCUMENTS. SEPARATE PE y EfIIT REQUIRED FOR: Mechanical Electrical ti Plumbing 183 Gas Piping City of Tukwila BUILDING DIVISION REVISIONS o changes shall be made to Che het scope of work without prior appDivision. f Tukwila Building TE: Rsvisio �Ueill require a newadd additional plan re ew feeslan mai and may include t2-1 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac'.• of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance �5v and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY o -l3 DATE 23 DRAWN 252A,w DATE CHECKED SUBTITLE PROJECT TITLE: 9-140 BR&T STORAGE JOB NUMBER: 20368-10 QUANTITY SUBMITTED: II 5 SETS: GENERAL PERMIT (SHELL & CORE) OR STRUCTURAL TENANT ❑ 4 SETS: TENANT IMPROVEMENT (NON—STRUCTURAL) ❑ 3 SETS: FIRE PROTECTION/SPRINKLERS ❑ 2 SETS: TENANT IMPROVEMENT (REVISION) SUBMITTED FOR PERMIT & REVIEW: II BUILDING ❑ PLUMBING ❑ MECHANICAL* II STRUCTURAL III GRADING II LANDSCAPE ❑ DEMOLITION *TO BE REVIEWED UNDER SEPARATE PERMIT IMPROVEMENT ❑ ELECTRICAL * ❑ FIRE PROTECTION * ❑ CANTILEVER RACKS ❑ - WASHINGTON STATE NON—RESIDENTIAL ENERGY CODE —APPROACHES COMPLIANCE OPTION ❑ PRESCRIPTIVE ❑ LPA ❑ ANALYSIS j% N/A SPECIAL INSPECTIONS REQUIRED: (PER IBC CH. 17) ® WELD ■ CONCRETE ❑ REBAR ▪ ANCHOR BOLTS ❑ STRUCTURAL BOLTING ❑ STRUCTURAL OBSERVATION ❑ OTHER CALCULATIONS TYPE • STRUCTURAL ATTACHED X (YES) (NO) DRAWING INDEX ARCHITECTURAL - CIVIL DRAWING NUMBER REV DRAWING TITLE 09-140—AO NEW TITLE SHEET 09-140-1A1OR R FLOOR PLAN REMOVALS 09-140-1A10 K FLOOR PLAN 09-140—A350 B FINISH SCHEDULE, FINISH ABBREVIATIONS STRUCTURAL DRAWING NUMBER REV DRAWING TITLE 09-140—S2 A GENERAL NOTES 09-140—S505R NEW DETAIL PLAN REMOVALS 09-140—S505 NEW DETAIL "PLAN, SECTIONS & DETAILS FILE COPY vermtttio. Plan review approval is subject to errors and omissions. Approval of nstruction documents does not authorize of appro or • nance. Receipt ala BUILDING DIVISION RECEIVEf JAN-14 -2$14 TUKW LJ ial 1C WORKS PROJECT T I TLE:RELOCATE BR&T STORAGE -BUILDING 09-140 TITLE SHEET CURRENT REVISION 20368-10 SYMBOLn DATE l�'I� 11.13.13 ENGINEER CHECKED APPROVED APPROVED TITLE PERMIT MASTER RELOCATE BR&T STORAGE BUILDING 09-140 DEV. CENTER, WA SHEET JOB NO. DWG NO. AO 20368-10 RECEIVED cretOFTUKIMIA COMPi. i 1 a 201ki pecostorook 09-140—AO DEPT. 0 0 0 0 0 0 0 0 0 0 0 o O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 <\ GATE J-8 =30'-0' SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A RELOCATE BR&T STORAGE 20368-10 EISI 11.13.13 GATE J-7 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE Rai RCp 4Y _` 1 DRAWN EDDIE P DUARTE DATE 08.14.12 CHECKED ENGINEER CHECKED SUBTITLE de de ign:, . A. drawings aer is s : to and will require a 'esub for subsequent approval. ditio ill Voii itta of / LEGE\D sals- AD- ®01- ows2 STORM DRAINS CATCH BASINS MANHOLES DRAINAGE AREAS ABANDONED STORM SEWER LINE ABANDONED CATCH BASIN OUTFALL POINT SAMPLE POINTS OIL/WATER SEPERATOR (STORM) „®— FLOW ARROWS GE\ PAL \OTES EFHENCE DRAWINGS MHCB ELEVATIONSINVERTS FOR ALL REF SHEETS 109-000-1130—C-9, C-11 109-000-4501—M-1,M-2,M-3,M-4,M-5 109-000-1150—C-3 109-000-1150—C-9 109-000-1153—C-2 109-000-1156—C-1,C-2 109-000-1157—C-5 109-000-1157—C-7 109-000-1103—C-44,C-46,C-49 109-000-1120—C-2,C-3 109-000-1161—C-1,C-2,C-3,C-4 109-000-1158—C-2 109-000-1142—C-1 109-000-1121—C-10 109-000-1105—S-1,S-2 109-000-4967—M-2 109-099-1000—C-5, C-7 6508—D-102 TRENCH ELEV INSTALL CATCH BASIN PER SHEET `09-140—S505. FLOW IS Q=.041 CFS. by the Public ance with current subject to errors and -ze violations of The responsibility totally with the ions to these cceptance drawings rest ev'. al . cceptance is subject to field inspection b e Public Wo ks utilities inspector. tat- - BY , STORMWATER DRAINAGE PER It SET C • I� rEt �3 3 • 3.5---'329. • 398 rC399 9-101 (C401 C402 C403 NOT US C40 NOT Jalit15 NOT USED USED C40 SITE KEY PLAN CURRENT REVISION 20368-10 SYMBOL A DATE RECEIVED tire OF TUKWILA IJAN 1.a 2O14 PeRMIT CENTER 11.13.13 APPROVED APPROVED TITLE CIVIL MASTER RELOCATE BR&T STORAGE 09-YRD SHEET C404 JOB NO. COMP NO. DEV. CENTER, WA DWG NO. 09—YRD—C404 DUARTEE: 8/14/2012 1 SYM LOADING DOCK REVISION BY ENTRY WORK, ROOM AREA = I'1,700 SF OCCUPAIINNTS = 17 APPROVED DATE LINE 0 EXISTING SYM C EXISTING B OFFICE AREAS EXISTING F-2 INDUSTRIAL AREA OCCUPANCY 2.25 REVISION BY STRUCT. X BRACING APPROVED DATE R RELOCATE BR&T STORAGE 20368-10 EISI 10.09.13 E LR RELOCATE LOCK & KEY J#120757-00 GMM 11.13.02 B ADL LAB INSTALLATION J#100831-00 DLR VW 10/06/00 F RELOCATE CENT. ALARM J# 120754-00 TWH 1.16.03 C REISSUE OF SHEEP 1A10 WITH DIMENSIONS ADDED 100831-00 DLR VW 10/18/00 G INSTALL MAZAK MILL J#556204-00 TWH 01.31.06 D ADDENDUM TO ADL LAB J#100831-00 DLR VW 10.27.00 H SECURE CLEAN ROOM AREA J#557520-00 TWH 08.29.07 AS-BUILTS J#100831-00 DLR GROUP RP 08.29.01 J DESIGN/ INSTALL EGRESS DOOR J#578033-00 LMC 12.12.07 nP. 1A1 0 CLEAN RM # 1412 16 - 17 OCC INDUST. ARC4 1 00SF/OCC TIP. A501 ° VESTIBULE IS BEING PROVIDED FOR SIGHT F ROTECTI O N FROM e PROPOSED INSTALLATION JF LASER EQUIP. GRAVEL EDGE OF CONC PAVING(VERIFY) SCALE: 1 /8"=1 -0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY , -t3 DEPT. DATE EXITING ROUTES EXISTING ROOF OVERHANG CLEARANCE © PERS1ONNEL DOOR JANITOR 11H3 LADDER ACCESS 0 TO MECH ROOM 0 ABOVE DRAWN D.R CHESTERFIELD DATE 04.26.91 CHECKED SUBTITLE FLOOR PLAN LEGE\D FD O FE FS © RD 111111 FLOOR DRAIN FIRE EXTINGUISHER FLOOR SINK RAINLEADER DRAIN (PIPE) PHOTO CALLOUT GENERAL NOTES REPAIR MISC WALL DAMAGE. PAINT ALL WALLS & CEILING ICI PAINT COLOR #1016 WHITE -ON -WHITE. CALL -BEFORE -YOU -DIG PRIOR TO GRUBBING SITE. SAWCUT ROUGH OPENING FOR NEW DOUBLE DOOR. PRIOR TO SAWCUTTING, CONSTRUCT STEEL FRAME AROUND OPENING PER DRAWING 09-140-S505. REMOVE APPROXIMATELY 1234 SF OF EXISTING CARPET TILES & BASE. COVER ABANDONED FLOOR DRAINS AND REPAIR SURROUNDING FLOOR AREA. SEE SECTION H, DRAWING 09-140-S505. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 1 2014 City of Tukwila BUILDING DIVISION RECEVB3 CITY TUKWILA U I,At 1.3 2014 PERMIT CENTER CURRENT REVISION 20368-10 SYMBOL DATE 11.13.13 ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER RELOCATE BR&T STORAGE BUILDING 9-140.1 COL. A-K/1-4 D.C. SHEET IAIOR JOB NO. 578033-00 COMP NO. DWG NO. 9-140-1A1OR 10:30:43 AM 0 1110 A450 1 A 10 A03 STORAGE MACHINE ROOM RECEIVING STORAGE LOADING DOCK REVISION RELOCATE BR&T sTORAGE ADL LAB INSTALLATION STORAGE SEE SHEET A450 1A10 A503 20368-10 J#100831-00 REISSUE OF SHEET 1A10 WITH DIMENSIONS ADDED 100831-00 ADDENDUM TO ADL LAB AS-BUILTS J#100831-00 J#100831-00 WORK ROOM OCECAUPANTS700 1 7 APPROVED DLR GROUP LINE 0' EXISTING 10.09.13 10/06/00 10/18/00 10.27.00 08.29.01 EXISTING B EXISTING F-2 OFFICE AREAS ( INDUSTRIAL AREA OCCUPANCY REVISION E LR RELOCATE LOCK & KEY F RELOCATE CENT. ALARM G INSTALL MAZAK MILL H SECURE CLEAN ROOM AREA DESIGN/ INSTALL EGRESS DOOR J#120757-00 J# 120754-00 J#556204-00 J#557520-00 J#578033-00 TYR 1A10 — CLEAN RM # 16 — 17 INDUST. ARE, GRAVEL STRUCT. X BRACING APPROVED DATE 11.13.02 1.16.03 01.31.06 08.29.07 12.12.07 TIP. 1A10 A501 1A10 A502 ENTRY EDGE OF CONC PAVING(VERIFY) FLOO PLA\ SCALE: 1 /8"=1 ' —0" 2 EXITING ROUTES 0 0 EXISTING ROOF OVERHANG {ooH ournd pemunon PM JANITOR 11H3 - LADDER ACCESS 0 TO MECH ROOM 0 ABOVE REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 2014 City of Tukwila LDING DIVISION ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN D.R CHESTERFIELD CHECKED ENGINEER CHECKED APPROVED APPROVED DATE 04.26.91 COVERED WALK Large Vac, Bell TITLE ARCHITECTURAL MASTE FLOOR PLAN RELOCATE BR&T STORAGE BUILDING 9-140.1 R COL. A—K/1-4 LEGEND FD O FE FS Qo RD FLOOR DRAIN FIRE EXTINGUISHER FLOOR SINK RAINLEADER DRAIN (PIPE) PHOTO CALLOUT GENERAL NOTES REPAIR MISC WALL DAMAGE. PAINT ALL WALLS & CEILING ICI PAINT COLOR #1016 WHITE —ON —WHITE. CALL —BEFORE —YOU —DIG PRIOR TO GRUBBING SITE. CO\STUCTIO\ \OTES INSTALL NEW DOUBLE LEAF DOOR & STRUCTURAL FRAMING PER DRAWING 09-140—S505. MODIFY (3) EXISTING FLOOR DRAINS AND ADJACENT SLOPING FLOOR PER DRAWING 09-140—S505. AFTER REPAIR PROVIDE MATCHING VCT. PROVIDE 10 CEILING TILES & REPLACE ANY EXISTING BROKEN, STAINED OR DAMAGED TILES. RECEIVED CITY OFTUK W t4 8, 4► 0 IAIN I.3 2014 PERoa rcE°EJ SCALE: 1 /8"=1'-0" D.C. CURRENT REVISION 20368-10 JOB NO. DWG NO. SYMBOL 578033-00 11.13.13 COMP NO. 9-140-1A10 a N CO 0 DRAWING NOTES I. DOOR MARKS ARE ASSIGNED RELATIVE TO THE MAJOR BUILDING -GRID BAY IN WHICH THE ELEMENT OCCURS. THE DOOR MARK IS COMPOSED AS FOLLOWS: 103E36 FLOOR NUMBER ' It \ SEQUENCE NUMBER GRID LETTER 2. DOOR OPENINGS ARE 4" FROM ADJACENT WALLS OR CENTERED IN ROOM, UNLESS DIMENSIONED OTHERWISE, TYPICAL FRAME AND DOOR NOTES GRID NUMBER I. DOOR FRAMES HUNG WITH LABELED DOORS SHALL ALSO BE LABELED WITH THE SAME RATING. 2. CLOSERS SHALL BE PROVIDED ON LABELED AND EXTERIOR DOORS, AND AS SCHEDULED 3. ALL PERSONNEL DOORS SHALL BE 1 3/4" THICK UNLESS OTHERWISE NOTED. WOOD DOORS SHALL BE CUSTOM GRADE, HARDWOOD VENEERS, SUITABLE FOR PAINTED FINISH. 4, SEE DOOR SCHEDULE FOR DOOR AND FRAME FINISHES. DOOR EDGES TO MATCH FINISHES OF DOOR SURFACES. 5. PROVIDE RUBBER DOOR SWEEP ON ALL PERSONNEL DOORS. 6. 49 db DOOR: "KREIGER SONIC" 49 db SOUND DOOR, WITH THRESHOLD, LIFTCAM HINGES CLOSER (INSIDE MOUNT). GROUT FRAME. 7. SOLID CORE METAL: 8. INSULATED FRAME: HARDWARE NOTES HOLLOW METAL DOORS, FILL ALL HOLLOW METAL 16 GUAGE GRADE 2, INSULATED. DOOR TYPES SCALE I/8"=I'-0" A FLUSH DOOR FRAMES FULLY WITH BATT INSULATION. LOCKSETS AND EXIT DEVICES: CYLINDRICAL LOCKSETS: HEAVY DUTY COMMERCIAL/INDUSTRIAL: YALE SECURITY 5400/5500 SERIES; W/ LEVER HANDLES: "AUGUSTA AU"; W/ REMOVABLE CORE. FUNCTIONS FOR CYLINDRICAL LOCKSETS LISTED UNDER HARDWARE GROUPS ARE YALE LOCKSET FUNCTIONS. SECURITY DEVICES: TYPE 1: HIGH SECURITY EXIT DEVICE: SARGENT AND GREENLEAF MECHANICAL TYPE WITH COMBINATION LOCK MODEL 8435 GROUP 1R; PRODUCT #8470-011 TYPE 2: EXIT ONLY HIGH SECURITY DEVICE: SARGENT AND GREENLEAF PRODUCT #8470-033, WITH BLANK OUTSIDE TRIM. PUSHBUTTON LOCKS: UNICAN LP 1000 SERIES, LEVER HANDLE, WITH VONDUPRIN 99 SERIES SURFACE MOUNTED EXIT DEVICE, AND UNICAN L SERIES, LEVER HANDLE EACH SIDE. CLOSERS: LCN 4040 SERIES, SUPER SMOOTHIE: MODEL P4041 W/ TB&G, ALUMINUM FINISH. BUTTS: STANLEY OR HAGER, HEAVY DUTY BALL BEARING 42"x42", WITH NON-FERROUS, NON -REMOVABLE PINS (NRP), SET SCREW IN BARREL. MORTISE TYPE. STAINLESS STEEL EXTERIOR DOORS. SOUND SEALS: PEMKO S88 SILICON SEAL DOOR GASKETING, INSTALLED IN DUAL STRIPS AT FRAME AND STOP OF DOOR JAMBS AND HEADS. IN ACCORDANCE WITH PEMKO SOUNDSEAL 3A SYSTEM. APPLY SIMILARLY TO ASTRAGAL AT PAIRS OF DOORS. ASTRAGAL: STEEL PLATE FACTORY PRIMED DOOR SWEEP: NYLON BRUSH TYPE FULL WIDTH OF DOOR AND FULL CONTACT WITH FLOOR. PEMKO MODEL 18100 WP SURFACE BOLTS: GLYNN-JOHNSON 1700 SERIES, 12" LENGTH, WITH FLOOR STRIKE PLATE AND TOP STRIKE FOR STOP MOUNTING. EXTERIOR THRESHOLDS: PEMKO 1665A, MILL FINISH ALUMINUM DOOR TRIM UNITS: TRIMCO, TICE OR QUALITY; STAINLESS STL. W/ MATCHING MACHINE SCREW FASTENERS. KICKPLATES: 10" HIGH x LEAF WIDTH, LESS 2" (MAX TO 16 MIN. WALL STOP: GLYNN-JOHNSON 60C FINISH: SATIN OR BRUSHED STAINLESS STEEL PROVIDE: ALL YALE AND UNICAN LOCKSETS LESS REMOVABLE CYLINDER; CYLINDERS AND KEYING BY BOEING. DRIP EDGE: PEMKO 346C x 76" LONG WEATHERSTRIP: PEMKO 316AS SYM REVISION BY APPROVED DATE SYM REVISION B FLUSH C OH COILING DOOR DOOR LEGEND SC SOLID CORE METAL WD WOOD EX EXISTING HM HOLLOW METAL HARDWARE SCHEDULE HG-I HG-2 FRAME TYPES SCALE I/8"=1'-0" ('SIM A501 HM FRAME LOCKSET: LP SERIES PUSH BUTTON W/ EXIT DEVICE CLOSER PR. BUTTS THRESHOLD KICKPLATE SET SOUND SEALS DOOR SWEEP TYPE I SECURITY LOCKSET: COMBINATION LOCK CLOSER PR. BUTTS THRESHOLD KICKPLATE SET SOUND SEALS DOOR SWEEP HG-3 SAME AS HG-2, EXCEPT DELETE THRESHOLD HG-4 HG-5 HG-6 HG-7 LOCKSET: L SERIES PUSHBUTTON 1021 FUNCTION PR. BUTTS WALL STOP SET SOUND SEALS DOOR SWEEP LOCKSET 5407 PR. BUTTS DOOR SWEEP SET SOUND SEALS KICKPLATE LOCKSET 5407 SET FLUSH BOLTS (SILL AND HEAD) ASTRAGAL PR. BUTTS SET SOUND SEALS KICKPLATES TYPE 2 SECURITY EXIT DEVICE CLOSER THRESHOLD PR. BUTTS SET SOUND SEALS DOOR SWEEP HG-8 SAME AS HG-2, EXCEPT DELETE TYPE I SECURITY LOCKSET AND ADD VON DUPRIN SERIES 99 EXIT DEVICE WITH BLANK OUTSIDE TRIM. HG-9 I LOCKSET 5407 I SET FLUSH BOLTS (SILL AND HEAD) ASTRAGAL 4 PR. BUTTS I SET SOUND SEALS 2 KICKPLATES 2 CLOSERS I THRESHOLD 2 DOOR SWEEPS DRIP EDGE I WEATHERSTRIP PAINTING PREPARATION OF ALL SURFACES, GENERAL PAINTING, STAIN WORK, CABINETWORK, AND PAINTING OF ELECTRICAL WORK NOT LISTED IN THEIR RESPECTIVE DIVISIONS, STANDARDS OF PRACTICE, WORKMANSHIP AND APPLICATION SHALL COMPLY WITH THE STANDARDS SET FORTH BY THE PAINTING AND DECORATING CONTRACTORS OF AMERICA. MATERIALS: GLIDDEN PROFESSIONAL PAINTS COLOR: MATCH EXISTING DOORS & FRAMES METAL: (INCLUDING DOORS AND STRUCTURAL STEEL) PRIME: ONE COAT ALL METAL GARD ZINC PRIMER (IF SITE APPLIED) FINISH: TWO COATS EXTERIOR ALKYD GLOSS ENAMEL BY APPROVED DATE A ADDENDUM TO ADL LAB INSTALLATION J# 100831-00 DLR vw 10.27.00 AS—BUILTS J# 100831-00 DLR RP 08.29.01 B RELOCATE BR&T STORAGE 20368-10 EISI 10.09.13 co City of TukW4i8 BUILDIN p,VlS1� Q�BOE/NG' CY- ROOM FINISH SCHEDULE ROOM ROOM NAME FLOOR NORTH EAST SOUTH WEST CEILING NOTES BASE WALL BASE WALL BASE WALL BASE WALL MAT'L HEIGHT QUADRANT IAIO I2FI PAINT CONC RB-I P-I RB-I P-I RB-I P-I RB-I P-I EX VARIES I2J2 URETHANE EPDXY RB-I P-I RB-I P-I RB-I P-I RB-I P-I EX VARIES 11E1 MACHINE EPDXY RB-I P-I RB-I P-I RB-I P-I RB-I P-I EX VARIES I3H2 SOUTH HALLWAY CONC EX P-I RB-I P-I RB-I P-I RB-I P-I EX VARIES IIF2 OFFICE CPT -I RB-I P-I RB-I P-I RB-I P-I RB-I P-I P-I 8'-6" I2F2 CONFERENCE CPT -I RB-I P-I RB-I P-I RB-I P-I RB-I P-I P-I 8'-6" N6 MULTI -USE CONC EX P-I RB-I P-I RB-I P-I RB-I P-I EX VARIES I2H2 WEST HALLWAY CONC EX P-I RB-I P-I RB-I P-I RB-I P-I EX VARIES I3E2 EAST HALLWAY CONC EX P-I RB-I P-I RB-I P-I RB-I P-I EX VARIES IIH2 EXAM EPDXY EX P-I RB-I P-I RB-I P-I RB-I P-I EX VARIES I2E2 STORAGE EPDXY RB-I P-I RB-I P-I RB-I P-I RB-I P-I EX VARIES I4H2 ASSEMBLY EPDXY RB-I P-I RB-I P-I RB-I P-I RB-I P-I EX VARIES I2J3 MEN EX EX EX EX EX EX EX EX EX EX 8'-6" H3 JANITOR EX EX EX EX EX EX EX EX EX EX 8'-6" I I H3 WOMEN EX EX EX EX EX EX EX EX EX EX 8'-6" FINISH SCHEDULE LEGEND FLOORS KEY MATERIAL EX EXISTING FLOORING, TO REMAIN CPT -I CARPET, TYPE EPDXY EPDXY RESIN FLOOR CEILINGS EX EXISTING MTL DECKING PAINT CPT -I P.LAM-I EPDXY RB-I WALLS KEY MATERIAL P-1 RB-I PAINT (PRIMER & TWO COATS ON NEW OR ONE FINISH COAT ON EXIST WALL) STRAIGHT RUBBER WALL BASE RB-2 COVED RUBBER WALL BASE MISC. PLAM-1 PLASTIC LAMINATE TYPE I PLAM-2 PLASTIC LAMINATE TYPE 2 LEE'S STYLE: WORKPLACE, PATTERN: DVI86, COLOR: 408 CLOUD GLOW PAINT WILSONART 4766-60 (HORIZONTAL SURFACES) 2 COATS, RUSTOLEUM OVERKOTE PLUS. COLOR: WHITE, INSTALL PER MANUFACTURERS WRITTEN INSTRUCTIONS. 4" BLACK, WITH COVE NOTE: APPLY SEALER TO ALL CONCRETE FLOORS EXPOSED IN THE FINISHED WORK. NOTE: PAINT INTERIOR METAL ROOF DECK P-3, AND NEW BREEZEWAY METAL ROOF DECK P-3, BOTH SIDES. P-I P-2 P-4 ALL PAINT SHALL BE PURCHASED FROM KELLY-MOORE DISTRIBUTORS IN GEORGETOWN (206) 767-3140 BDC-I KM570-D IL E MATCH EXISTING DOORS & FRAMES (DOORS & FRAMES PRIMIED BY MFR DOOR SCHEDULE DOOR MARK DOOR SIZE TYPE MAT FINISH RATING FRAME MAT FRAME FINISH HDWE GROUP DETAILS NOTES HEAD JAMB THRESHOLD QUADRANT IAIO N4 3'-0"x7'-0" A SC P-2 - WD P-2 HG-8 4/A501 6/A501 - N5 I4'-0" X 14-0" C STL F.F. - STL F.F. - 3/A501 I/A501 - SF_E 5/A501: MOTORIZED N6 3'-0"x7'-0" A SC P-2 - WD P-2 HG-2 4/A501 6/A501 - 11E1 3'-0"x7'-0" A SC P-2 - HM P-2 HG-5 8 SIM/A50 8/A501 - 12FI 3'-0"x7'-0" A SC P-2 - HM P-2 HG-3 8 SIM/A50 8/A501 - 12GI I4'-0" X I4'-0' C STL F.F. - STL. F.F. - II/A501 9/A501 - SEE 5/A501 IIJI 6'-0"x7'-0" B SC P-2 - HM P-2 HG-6 8 SIM/A50 8/A50I - 11E2 8'-0"XIO'-0" C STL F.F. - STL F.F. - II/A501 9/A501 SIM - SEE 5/A501 I2E2 3'-0"x7'-0" A SC P-2 - HM P-2 HG-3 8 SIM/A50 8/A501 - IIF2 3'-0"x7'-0" A SC P-2 - HM P-2 HG-4 8 SIM/A50 8/A501 - I2F2 3'-0"x7'-0" A SC P-2 - HM P-2 HG-4 8 SIM/A50 8/A501 - IIG2 14'-0" X I4'-0' C STL F.F. - STL F.F. - II/A501 9/A50I - SEE 5/A501 IIH2 4'-0"x7'-0" A WD P-2 - HM P-2 HG-3 8 SIM/A50 8/A501 - 49 dB DOOR I4H2 3'-0"x7'-0" A SC P-2 - HM P-2 HG-3 8 SIM/A50 8/A501 - E2 6'-0"x7'-0" EX - P-2 - EX P-2 EX - - - 11E3 I6'-0"x14'-0" C STL F.F. - STL F.F. - II/A501 9/A501 - SEE 5/A501 IIJ3 3'-0"x7'-0" EX WD P-2 - EX P-2 EX - - - MODIFIED/RELOCATED DOOR 12J3 3'-0"x7'-0" EX - P-2 - EX P-2 EX - - - IIH3 3'-0"x7'-0" EX WD P-2 - EX P-2 EX - - - MODIFIED/RELOCATED DOOR SEE 5/A501 S2 I4'-0" X I3'-0' C STL F.F. - STL F.F. - 3/A501 I/A501 - S34-'7LO"&P--iND P- 1�- 7, 4f,A5� A50 - - �EX� - - �/ - - - Eg - SUN II AN L-- R I E W2 6'-0"x8'-0" B STL P-4 - HM FF HG-9 D/S505 C/S505 - L-SERIES A ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED PPROVED BY DATE -�3 DEPT. DRAWN DLR CHECKED bl4 0030 DATE SUBTITLE 10-06-00 FINISH SCHEDULE, FINISH ABBREVIATIONS CURRENT REVISION 20368-10 SYMBOL 3 f4I(:eVED i0v0FTUMNMA JAN 13 2011 k.mioir CENTER PERMIT SET DATE 11.13.13 ENGINEER CHECKED APPROVED APPROVED TITLE RELOCATE BR&T STORAGE BUILDING 9-140.1 ARCHITECTURAL MASTER COL. ALL D.C. SHEET A350 JOB NO. 100831-00 COMP NO. DWG NO. 9-140-A350 LEGEND SYM REVISION BY EXIST CURB S505R EXIST CHAIN LINK FENCE APPROVED DATE SYM L---J SAW CUT \XIST SLAB DETAIL PLA\ �E SCALE: 1/4" = 1'-0" REVISION V x SAW CUT // / / / / / / / / / / / / / / / / ///////////// OVALS n 1A10 S505R BY APPROVED DATE ORIGINAL ISSUE 20368-10 EISI 11.13.13 FILTER FABRIC MATERIAL (60" WIDE ROLLS). USE STAPLES OR WIRE FINGS TO ATTACH FABRIC TO WIRE. MIRAFI 700X OR PRE -APPROVED EQUAL. NOTE: ANGLE SILT FENCE BACK UP THE SLOPE AT THE END OF RUN. 2 x 2 x 14 GA WIRE FABRIC OR EQUIV. rH(OPTIONAL - PER SITE CONDITIONS) 1 FILTER FABRIC MATERIAL BURY BOTTOM OF FILTER MATERIAL IN 8" x 12" TRENCH H- — j1-- METAL FENCE POST II 6'-0" MAX BACKFILL WITH NATIVE SOIL MATERIAL OR GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FENCE. FABRIC ON SURFACE. FILTER FENCE DETAILS SCALE NONE 1 ' 1 S505R NOTES: 1. STORM DRAIN INLETS NEED TO BE REMOVED AT THE END OF THE JOB. 2. STORM DRAIN INLETS ARE ONLY TO BE INSTALLED IN DRAINAGE DEVICES PER THE MANUFACTURER'S RECOMMENDATIONS. CATCH BASIN INSERTS ARE NOT TO BE INSTALLED IN CURB INLETS. 3. INSERTS SHALL BE INSPECTED AND MAINTAINED WHEN A 1/2 INCH OF RAIN ACCUMULATES WITHIN A 24 HOUR PERIOD. CLEAN AND/OR REPLACE THE INSERT WHEN HALF OF THE TRAP IS FILLED WITH SEDIMENTS. STON DRAIN DETAILS SCALE: NONE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN N. WALTON CHECKED D. CONDIT ENGINEER D. CONDIT CHECKED APPRIVED APPROVED DATE 10.09.13 10.09.13 10.09.13 S505R SUBTITLE TfiLE (/` ce/ice/x\,\c/ u OVERFLOW (TO BYPASS PEAK STORM VOLUMES) STRUCTURAL MASTER DETAIL PLAN REMOVALS RELOCATE BR&T STORAGE BUILDING 09-140 COL A/9 GE\PAL OTES REVIEWED FOR CODE COMPLIANCE APPROVED JAN 31 2014 City of Tukwila BUILDING DIVISION ;EFPE\CE DRAWINGS 09-1 40-S505 09-YRD-LS1 74R These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac' of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: tP.3�; CO\SHUCTION \CITES D.C. REMOVE EXISTING TREE AND GRIND OUT STUMP. REMOVE EXISTING GROUND COVER AND EXCAVATE FOR NEW CONCRETE SLAB AND CATCH BASIN. REMOVE PORTION OF EXISTING CONCRETE SIDEWALK AND CURB. INSTALL FILTER FENCE PRIOR TO START OF DEMOLITION AND CONSTRUCTION. INSTALL STORM DRAIN INLET PRIOR TO START OF DEMOLITION AND CONSTRUCTION. CURRENT REVISION 20368-10 SYMBOL° MO ORM ED IJAN;i a 2014 SIG DATE 11.13.13 SHEET S505R JOB NO. 20368-10 COMP NO. DWG NO. 09-140-S505R CODES AND SPECIFICATIONS A. UNIFORM BUILDING CODE-1994 EDITION B. AISC MANUAL OF STEEL CONSTRUCTION — NINTH EDITION C. AWS STRUCTURAL WELDING CODE — ANSI/AWS D1.1-90 D. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) E. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION(AITC) F. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) 1991 EDITION). DESIGN CRITERIA A. WIND LOAD I. BASIC WIND SPEED = 80 MPH 2. EXPOSURE B B. SEISMIC LOAD V = ZIC(W) = TOTAL LATERAL FORCE AT BASE Z = 0.30 FOR ZONE 3 = 1.0 C = 2.75 Rw = 8 FOR ORDINARY STEEL BRACED FRAMING SYSTEM MATERIALS A. STRUCTURAL STEEL I. STRUCTURAL SHAPES AND PLATES SHALL BE ASTM A36. STRUCTURAL TUBES SHALL BE ASTM A500 GRADE B. 2. FABRICATION AND ERECTION SHALL COMPLY WITH AISC SPECIFICATIONS. 3. SHOP DRAWINGS OF ALL STRUCTURAL STEEL WORK SHALL BE APPROVED BY THE ENGINEER PRIOR TO FABRICATION. 4. STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PRIMER. SURFACES TO BE EMBEDDED IN CONCRETE, FIREPROOFED OR FIELD WELDED SHALL NOT BE PRIMED. 5. SURFACE PREPARATION FOR PRIMING SHALL CONSIST OF RUST AND SCALE REMOVAL BY POWER TOOL CLEANING. SURFACES TO BE PRIMED MUST BE DRY, FREE OF DIRT, OIL, GREASE, OR OTHER FOREIGN MATTER. B. STRUCTURAL AND MISCELLANEOUS STEEL CONNECTIONS 1. ASTM A325 3/4" DIA BOLTS SHALL BE USED IN ALL STRUCTURAL CONNECTIONS, UNLESS NOTED OTHERWISE. INSTALLATION SHALL BE IN ACCORDANCE WITH AISC SPECIFICATIONS FOR SLIP CRITICAL CONNECTIONS. PROVIDE EACH BOLT WITH ONE HARDENED WASHER, ONE LOAD INDICATOR WASHER, AND ONE HEAVY HEX NUT, UNLESS NOTED OTHERWISE. 3. WELDS SHALL BE AS INDICATED ON THE DRAWINGS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS IN ACCORDANCE WITH AWS AND AISC SPECIFICATIONS. ELECTRODES SHALL BE E-70 SERIES. 4. FOLLOW APPROVED PROCEDURES TO REMOVE OR PROTECT EXISTING INSULATION AND OTHER FLAMMABLE, TOXIC OR HEAT SENSITIVE MATERIAL WHEN WELDING NEARBY. GENERAL A. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY VARIATIONS FROM THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. B. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS INCLUDING FOUNDATION, SHALL BE PROVIDED DURING CONSTRUCTION. PROPOSED FIELD CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER. C . DO NOT SCALE DRAWINGS. D. PROVIDE INSPECTION ACCORDING TO THE REQUIREMENTS OF UBC SECTION 108. SPECIAL INSPECTION IS REQUIRED ACCORDING TO UBC SECTION 1701 FOR A325 BOLTS AND WELDS. REFERENCE DRAWINGS 613—D-140—S1 613—D-140—S2 613—D-140—S3 613—D-140—F1 REVISION ROOF FRAMING PLAN WALL FRAMING ELEVATIONS ROOF FRAMING DETAILS FOUNDATION PLAN BY APPROVED DATE SYM SITE WORK UPON COMPLETION OF THE EXCAVATION OR GRADING, THE SOIL SHALL BE SCARIFIED A MINIMUM OF 6—INCHES AND COMPACTED TO 95% MAXIMUM DENSITY. IF SOFT SPOTS ARE FOUND WHEN PROOF ROLLING, THE SOIL SHALL BE EXCAVATED TO A DEPTH OF 2'— 0" AND RECOMPACTED USING GRANULAR MATERIAL. BASE COURSE SHALL CONSIST OF SOUND, DURABLE PARTICLES AND SHALL BE FREE FROM CLAY, ORGANIC MATERIAL, AND OTHER DELETERIOUS MATTER. GRAVEL BASE: BASE COURSE SHALL BE CRUSHED ROCK WITH 3/4" MAX SIZE TO NOT MORE THAN 5% PASSING A NO. 200 SIEVE. BASE SHALL CONSIST OF SOUND, DURABLE PARTICLES AND SHALL BE FREE OF CLAY, ORGANIC MATERIAL AND OTHER DELETERIOUS MATTER. EXCAVATE SUBSOIL REQUIRED FOR THE FOUNDATIONS. HAND TRIM EXCAVATION AND LEAVE FREE OF LOOSE MATTER. DO NOT BACKFILL ANY OVER —EXCAVATION. OVER —EXCAVATION SHALL BE FILLED WITH CONCRETE. REMOVE ALL EXCAVATED MATERIAL FROM SITE. BACKFILL FLOODING WILL NOT BE PERMITTED. FILL TO BE COMPACTED TO 95% MAXIMUM DENSITY PER ASTM D1557 AND PLACED IN 8" MAXIMUM LIFTS. SITE WORK/UTILITIES TRENCHING FILL AND BACKFILL MATERIALS SHALL BE GRAVELY SAND FREE FROM ORGANIC MATTER; GRADED IN ACCORDANCE WITH ASTM C136 WITH NOT MORE THAN 5% PASSING THE NO. 200 SIEVE. THE UTILITIES SHOWN ON THIS DRAWING ARE A COMPILATION OF AS —BUILT DRAWINGS AND DO NOT NECESSARILY SHOW ALL PIPES AND CONDUITS THAT MAY IMPACT ANY EXCAVATION. EXTREME CARE SHOULD BE EXERCISED DURING CONSTRUCTION. EXCAVATED MATERIAL SHALL NOT BE USED FOR FILL OR BACKFILL UNLESS OTHERWISE APPROVED BY THE ENGINEER. UNLESS SHOWN TO BE REMOVED, PROTECT ACTIVE UTILITIES; REPAIR OR REPLACE ANY DAMAGED UTILITY. SHORE ALL EXCAVATIONS AS REQUIRED BY WISHA. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH KING COUNTY ROAD STANDARDS AND SPECIFICATIONS. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN AS TO AVOID DAMAGE OR DISTURBANCE. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPEC 7-08.3 (1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. IF NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING", THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED, PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE, UNYIELDING BASE. CATCH BASINS SHALL BE PLACED ON A PROPERLY PREPARED SUBBASE. PIPE SPECIFICATIONS ARE BASED ON DESIGN CONDITIONS FOR COMPLETED PROJECT. DURING CONSTRUCTION PERIOD CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ALL SUBSURFACE INSTALLATIONS, INCLUDING, BUT NOT LIMITED TO, CONFORMANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS FOR CONSTRUCTION LOADING ON PIPES. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER AN AS —BUILT DRAWING OF THE UTILITY WORK, COMPLETE WITH INVERT ELEVATIONS, PIPE AND CONDUIT SIZES, ETC. NEW PIPE, TRENCHES, PIPE LAYING AND PIPE TESTING SHALL BE PER WSDOT "1998 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION", SECTION 7.08. BEDDING MATERIAL SHALL CONFORM TO WSDOT STANDARD SPECIFICATION 9-03.12(3). PROVIDE A 6" MINIMUM BEDDING COVER OVER AND UNDER PIPE. COMPACT BACKFILL IN 8" LIFTS TO A MINIMUM OF 95% MAXIMUM DENSITY PER ASTM D1557. IF UTILITIES ARE ENCOUNTERED THAT ARE NOT SHOWN OR ARE NOT AS SHOWN ON THE DRAWINGS, THE ENGINEER SHALL BE NOTIFIED, AND THE UTILITIES RECORDED FOR THE AS —BUILT DRAWINGS. CATCH BASINS SHALL BE PER WSDOT/APWA STANDARD PLAN B-1 AND CONSTRUCTED IN ACCORDANCE WITH ASTM C478 AND ASTM C890 UNLESS OTHERWISE NOTED. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH KING COUNTY ROAD STANDARD SECTION 7.07, PER KCRS DWG. 41 & 42. PIPE MATERIALS AND INSTALLATION FOR CULVERTS AND STORM SEWERS SHALL BE AS INDICATED IN WSDOT/APWA STANDARD SPECIFICATIONS SECTIONS 7.02 AND 7.08, RESPECTIVELY, AND AASHTO SPECIFICATIONS. THESE INCLUDE THE FOLLOWING, WITH REFERENCES TO PARTICULAR REQUIREMENTS IN THE WSDOT/APWA STAND SPECIFICATIONS AND AASHTO: PLAIN CONCRETE STORM SEWER PIPE: SECTION 9-05.7(1) PIPE JOINTS SHALL USE RUBBER 0—RING GASKETS MEETING THE REQUIREMENTS OF AASHTO M-198. REINFORCING STEEL: SPLICES IN REINFORCING STEEL SHALL BE 24" FOR #3 BARS AND 27" FOR #4 BARS, UNLESS OTHERWISE NOTED. ALL REINFORCEMENT SHALL CONFORM TO ASTM A-615 (LATEST PUBLICATION), DEFORMED BARS OF BILLET STOCK. ALL BARS SHALL BE GRADE 60. CONCRETE USE TYPE I OR TYPE II PORTLAND CEMENT CONFORMING TO ASTM C-150 FOR ALL CONCRETE WORK. PROCEDURES FOR FORMWORK ERECTION, REINFORCING STEEL DETAILING AND PLACING, MIXING, PLACING, FINISHING AND CURING CONCRETE SHALL CONFORM TO RESPECTIVE GOVERNING SECTION OF AND ACI 318, "SPECIFICATIONS FOR STRUCTURAL CONCRETE" ACI SP-15 AND AC1 301. CONCRETE SHALL OBTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH © 28 DAYS: EXTERIOR SLAB ON GRADE: STRENGTH MAXIMUM MAXIMUM WC AGGREGATE SLUMP RATIO 4000 3/4" 3 1/2" .45 ALL CONCRETE SHALL HAVE A MINIMUM OF 5-1/2 SACK/CY. ANCHOR BOLTS, DOWELS, METAL INSERTS, ETC. SHALL BE SECURELY ANCHORED IN PLACE BEFORE CONCRETE IS POURED. MAIN REINFORCING STEEL SHALL HAVE MINIMUM CONCRETE COVER AS FOLLOWS: CONCRETE POURED AGAINST EARTH: 3" CONCRETE BELOW GRADE AGAINST FORMS: 2" STRUCTURAL STEEL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. STEEL TUBE SHALL CONFORM TO ASTM A500 GRADE B. THE FABRICATION AND ERECTION OF ALL STRUCTURAL STEEL SHALL CONFORM TO THE PROVISIONS OF THE 14TH ED "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" OF THE A.I.S.C. ALL WELDING SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS. ALL WELDING SHALL BE DONE BY THE SHIELDED ELECTRIC ARC PROCESS IN CONFORMITY WITH THE LATEST EDITION OF THE "STRUCTURAL WELDING CODE, AWS D1.1 OF THE AMERICAN WELDING SOCIETY. ELECTRODES FOR WELDING SHALL BE E-70XX LOW HYDROGEN OR E7XT—X FILLER METAL. MINIMUM WELD SIZE SHALL BE 3/ 16". BOLTED CONNECTIONS SHALL BE MADE WITH UNFINISHED BOLTS (UFB), CONFORMING TO ASTM A307. STRUCTURAL STEEL SHALL BE SHOP PAINTED AND TOUCHED UP AFTER ERECTION WITH AN APPROVED PRIMER. EPDXY BONDED DRILLED —IN CONCRETE ANCHORS: THE EPDXY BONDING AGENT SHALL BE "HIT RE-500" BY HILTI, OR SIMPSON "SET—XP". ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED RECOMMENDATIONS. DRILLED —IN CONCRETE ANCHORS: DRILLED —IN CONCRETE ANCHORS OF SIZE, NUMBER AND SPACING AS SHOWN ON THE DRAWINGS SHALL BE HILTI—FASTENING SYSTEMS "KB—TZ." ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED RECOMMENDATIONS, AND ESR REPORT #1917, INCLUDING MINIMUM EMBEDMENT LENGTHS AND TIGHTENING, OR SIMPSON "STRONG BOLT", ESR 3037. MASONRY GROUT SHALL BE FLOWABLE AND SHALL CONSIST OF ONE PART PORTLAND CEMENT TO NOT MORE THAN 1/10 PART HYDRATED LIME OR LIME PUTTY, 2-1/4 TO 3 PARTS SAND AND NOT LESS THAN ONE PART NOR MORE THAN TWO PARTS PEA GRAVEL WITH 2,000 PSI MINIMUM COMPRESSIVE STRENGTH. REVISION BY APPROVED DATE RELOCATE BR&T STORAGE 20368-10 EISI 11.13.13 A ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY • DEPT. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 1 2014 City of Tukwila BUILDING DIVISION DATE DRAWN K.BUN DATE CHECKED M.ABDI SUBTITLE b14 GENERAL NOTES These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and. omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac: of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 030 CURRENT REVISION 20368-10 ED env ornwitiu LAN '� 3 2014 PERMIT CENTER PERMIT SET SYMBOL A DATE 11.13.13 ENGINEER S.RANGARAM CHECKED APPROVED APPROVED TITLE STRUCTURAL MASTER RELOCATE BR&T STORAGE BUILDING 9-140 COL. D.C. SHEET S2 JOB NO. 785848-00 COMP NO. DWG NO. 9-140—S2 NEW FRAME & GRATE EXIST SD OD S505 S505 10'-0" S505 CATCH BASIN RIM EL 14.85 INV 12.50 FLOW Q=.041 CFS 4"0 CONC PIPE DETAIL PLAN SCALE: 1/4" = 1'-0" TYPICAL CURB SCALE: 1 1/2" = 1'-0" REVISION BY CHAMFER A10 5505 4" GRAVEL BASE I 1 S505 APPROVED DATE SYM S505 EXIST BLDG 4" CONC SLAB OVER GRAVEL BASE SECTION SCALE: 1 1/2" = 1'-0" REVISION HSS4x4x4 COLUMN C6x8.2 HEADER S505 (2 S505 NOTE: INSTALL COLUMNS & HEADER PRIOR TO SAWCUTTING ROUGH OPENING HSS4x4x4 COLUMN S505 DOOR ELEVATION SCALE: 1/2" = 1 -0" F.B. 12" x 4" CAULK DOOR & FRAME PL 4" L4x3x4 1s V2-12 HSS4x4x4 TYPICAL JAN 3 SCALE: 1 1/2" = 1'-0" 4" CONC SLAB TREMCO THC900 CAULK OVER GRAVEL BASE CLOSED CELL FOAM BACKING ROD 1 ' 1 S505 BY APPROVED DATE ORIGINAL ISSUE 20368-10 EISI 11.13.13 20 x 2" WELDED STUD @ 16" 0.C. S505 BASE PL $" x 42" x w/(2) g-0 HILTI HUS-EZ (3" EMBEDMENT) I 1 S505 TREMCO THC900 CAULK EXIST SLAB CLOSED CELL FOAM SECTICN SCALE: 1 1/2" = 1'-0" BACKING ROD n S505 BOE/NG° o'— TYP 2" 0 x 2" WELDED STUD @ 16" 0.C. CAULK F.B. 12" x 4» 16 L3x3x4 x 0'-3" TYP RAN INC DETAIL rsSCALE: 1" = 1'-0"505 DRIP EDGE rgiro/ V#Ai;4 %' HEAD D ETA I L SCALE: 1 1/2" = 1'-0" CHIP SLOPED PORTION OF FLOOR TO A MINIMUM DEPTH OF 2" AND FILL WITH HILTI "RM 800" REPAIR MORTAR PRIOR TO LAYING TILE FINISH FLOOR FLOO GROUT CELLS CV GRADE 3 BAR HOOP FOR 4" & 6" RISERS 3 BAR HOOPS FOR 1'-0" RISER PRECAST CONC RISER SECTION(S) 2-#3 BAR HOOPS CATCH SASE TYPE 1 SECTIO\ SCALE: 3/4"=1'-0" C6x8.2 HEADER W/2" 0 ATR (8"EMB) @ 16" 0.C. INSTALL W/HILTI "HY120" ADHESIVE 16 2-12 PL 4„ x 92„ DOOR & FRAME I 1 S505 STEEL PL 4" x 12" x 1'-0" SET IN GROUT LEVELING BED FOR UNIFORM BEARING EXIST SAND FILLED FLOOR DRAIN EPAR SECTION H SCALE: NONE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN N. WALTON DATE 11.13.13 CHECKED D. CONDIT 11.13.13 SUBTITLE 1A10 505 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 1 2014 City of Tukwila BUILDING DIVISION CO\ PRECAST CONC REDUCING SECTION KNOCKOUT OR CUTOUT WITHOUT WWF PRECAST CONC BASE SECTION COMPACTED GRAVEL BACKFILL FOR PIPE BEDDING WSDOT STD SPEC 9-03.12(3) COMPACTED SUBGRADE I " 1 S505 STR U CTI O N \OTES MATCH ELEVATION OF EXISTING CURB. RAMP CONCRETE SLAB UP TO 1/2" BELOW DOOR SILL AT A 1:12 SLOPE. These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac' of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date; , By: O c23 I`t l4- 0030 DETAIL PLAN, SECTIONS & DETAILS CURRENT REVISION 20368-10 MOWED CITY OF" KWILArt1 A INN; 'l 2014' PERMIT CENTER PERMIT SET SYMBOL() SIG DATE 11.13.13 ENGINEER D. CONDIT CHECKED APPROVED APPROVED 11.13.13 TITLE STRUCTURAL MASTER RELOCATE BR&T STORAGE BUILDING 09-140 COL A/1-2 D.C. SHEET S505 JOB NO. 20368-10 COMP NO. DWG NO. 09-140-S505