The URL can be used to link to this page

Home My WebLink AboutPermit D17-0309 - KING COUNTY METRO TRANSIT - BUS OPERATOR RESTROOMKING COUNTY METRO TRANSIT COMFORT/BUS OPERATOR RESTROOM 3651 SOUTHCENTER BLVD D17-0309 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0043000300 Permit Number: 3651 SOUTHCENTER BLVD Issue Date: Permit Expires On: KING COUNTY METRO TRANSIT COMFORT/BUS OPERATOR RESTROOM D17-0309 2/6/2019 8/5/2019 Owner: Name: .CPSRTA (SOUND TRANSIT) Address: 401 S JACKSON ST , SEATTLE, WA, 98104 Contact Person: Name: JENNIFER LEE Address: 201 S JACKSON ST M/S KSC-TR-0431, SEATTLE, WA, 98104 Phone: (206) 263-8272 Contractor: Name: SHAIMAN CONTRACTING INC Phone: Address: 1806 NE 80TH ST, SEATTLE, WA, 98115 License No: SHAIMCI866DU Expiration Date: Lender: Name: Address: KING COUNTY DESCRIPTION OF WORK: CONSTRUCTION OF A PERMANENT SINGLE -UNIT COMFORT STATION BUS OPERATOR RESTROOM FACILITY ON THE STATION PLATFORM AREA ADJACENT TO THE JANITORIAL CLOSET, ATTACHED TO THE EXISTING BUILDING STRUCTURE OF SOUND TRANSIT'S TUKWILA BOULEVARD STATION. Project Valuation: $9,393.60 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: IIA Electrical Service Provided by: TUKWILA Fees Collected: $515.95 Occupancy per IBC: U Water District: 125 Sewer District: VALLEY VIEW 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: C?P Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: I d•, Sl ✓S G� 10ec v�u_ Print Name: Date: (2 -- This 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: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: 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. 8: 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. 9: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 10: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 11: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 12: Masonry construction shall be special inspected. 13: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 14: 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. 15: 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). 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 17: 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. 18: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 19: 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. 20: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 21: ***PUBLIC WORKS PERMIT CONDITIONS*** 22: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-4245555. 23: Any material spilled onto any street shall be cleaned up immediately. 24: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 25: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 26: Maintain fire extinguisher coverage throughout. 27: 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) 30: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 28: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 32': Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 31: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 34: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 29: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 35: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 36: 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 0612 EXT ROOFING INSUL 1400 FIRE FINAL 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 4037 SI -CAST -IN-PLACE 4027 SI -COLD -FORM WELD 4046 SI-EPDXY/EXP CONC 4022 SI -MASONRY 4023 SI -OBS -SEISMIC REST 4028 SI-REINF STEEL -WELD 4039 SI -SEISMIC RESTIST 4035 SI -SOILS 4025 SI -STEEL CONST 4004 SI -WELDING 0602 SLAB/FLOOR INSUL 0601 WALL INSULATION CITY OF TUK► ..A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pe it No. PI1�02101 Project No. Date Application Accepted: Date Application Expires: 4. h 1'6 (For ojtce use•onl ) 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: 3651 Southcenter Blvd King Co Assessor's Tax No.: 0043000300 Suite Number: NA Floor: ground fir Tenant Name: King Co. Metro Transit Comfort/BusOperatorRestroom New Tenant: ❑ Yes ® ..No PROPERTY OWNER Name: Jennifer Lee, King County Metro Transit Name: Sound Transit City: Seattle State: WA Zip: 98104 Address: Union Station 401 S Jackson St Email: jennifer.lee@kingcounty.gov City: Seattle State: WA Zip: 98104 CONTACT PERSON — person receiving all project communication Name: Jennifer Lee, King County Metro Transit Address: 201 S Jackson St MS: KSC-TR-0431 City: Seattle State: WA Zip: 98104 Phone: (206) 263-8272 Fax: Email: jennifer.lee@kingcounty.gov GENERAL CONTRACTOR INFORMATION Company Name: Not yet selected by public bid* Address: City: State: Zip: Architect Name: John Goebel City: State: Cit': Seattle State: WA Zip: Phone: Fax: Email: jgoebel@studioms.com Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh ARCHITECT OF RECORD Name: Contractor not yet selected by public bid* Company Name: Studio Meng Straz7ara City: State: Zip: Architect Name: John Goebel Address: 2001 Western Ave Suite 200 Cit': Seattle State: WA Zip: 98121 Phone: (206) 587-3797 Fax: Email: jgoebel@studioms.com ENGINEER OF RECORD Name: Contractor not yet selected by public bid* Company Name: KPFF City: State: Zip: Engineer Name: T Williams Address: 1601 5th Ave Suite 1600 City: Seattle State: WA Zip: 98101 Phone: (206) 622-5822 Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Contractor not yet selected by public bid* Address: King County is self insured City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATI( 206-431-3670 Valuation of Project (contractor's bid price): $ 235,286 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Construction of a permanent single -unit comfort station bus operator restroom facility on the station platform area adjacent to the janitorial closet, attached to the existing building structure of Sound Transit's Tukwila International Boulevard Station. Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 2 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ 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 1I " paper including quantifies and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:tApplications\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 1' Floor 120 IIA, Sprinkler U(Utility/ 2nd Floor 3ra 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 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 2 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ 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 1I " paper including quantifies and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:tApplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION - 206-433-0179 Scope of Work (please provide detailed information): Construction of a permanent single -unit comfort station bus operator restroom facility on the station platform area adjacent tothe janitorial closet, attached to the existing building structure of Sound Transit's Tukwila International Boulevard Station. 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 0 .. Highline El .. Renton Sewer District ❑ ...Tukwila ❑ ...Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate 01...Sewer Availability Provided 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. Submitted with Application (mark boxes which apply): ® ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) El ...Bond El .. Insurance ❑ .. Easement(s) ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ... Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harm'ess — (ROW) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance 0 ...Construction/Excavation/Fill - Right-of-way El Non Right-of-way ® ...Total Cut 11 cubic yards ❑ .. Work in Flood Zone ® ...Total Fill 7 cubic yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut 0 .. Looped Fire Line ❑ ...Permanent Water Meter Size... WO # El ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size 17 WO # E l ...Sewer Main Extension Public ❑ Private El ❑ ...Water Main Extension Public ❑ Private El ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation El .. Utility Undergrounding El ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H:Wpplications'Fonns-Applications On Line12011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. - Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: ( r5L1:"•-^rt) k' Qom; CertA3 Print Name: Jennifer Lee, King County Real Property Agent Day Telephone: (206) 263-8272 Mailing Address: 201 S Jackson MS:KSC-TR-0431 Seattle WA 98104 Date: 11/15/2017 RWpplications\Forms-Applications On Line12011 ApplicationsWermit Application Revised - 8=9-11.docx Revised: August 201) bh City State Zip Page 4 of 4 Receipt Number DESCRIPTIONS I ACCOUNT QUANTITY PAID $72.10 PermitTRAK D17-0309 Address: 3651 SOUTHCENTER BLVD Apn: 0043000300 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 DEVELOPMENT $70.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R17467 R000.345.830.00.00 1.00 $70.00 $72.10 Date Paid: Tuesday, April 23, 2019 Paid By: TSENGYANG VANG Pay Method: CREDIT CARD 074387 Printed: Tuesday, April 23, 2019 11:05 AM 1 of 1 eriLp 'YSTEMs Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT PermitTRAK QUANTITY PAID $515.95 D17-0309 Address: 3651 SOUTHCENTER BLVD Apn: 0043000300 $515.95 Credit Card Fee $15.03 Credit Card Fee R000.369.908.00.00 0.00 $15.03 DEVELOPMENT $486.32 PERMIT FEE R000.322.100.00.00 0.00 $292.01 PLAN CHECK FEE R000.345.830.00.00 0.00 $189.81 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 TECHNOLOGY FEE $14.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12968 R000.322.900.04.00 0.00 $14.60 $515.95 Date Paid: Thursday, December 07, 2017 Paid By: JENNIFER LEE Pay Method: CREDIT CARD 024654 Printed: Thursday, December 07, 2017 1:05 PM 1 of 1 CRWSYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 04/23/2019 11:05:19 AM CREDIT CARD SALE VISA CARD NUMBER: **********1262 K TRAN AMOUNT: $72.10 APPROVAL CD: 074387 RECORD #: 000 CLERK ID: kandace Thank you! Customer Copy INSPECTION RECORD Retain a copy with permit u17^o r1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION lali\) 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-36 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: 3V Q L Di' & - Fil L.. 5o.i1AJ!) 7Js!T Address: 3(Q5) 5avry+CatreR &AJD Date Called: Special Instructions: Date Wanted: c't—I®^v/9 a.m. p.m. Requester: Phone No: N:t Approved per applicable codes. Corrections required prior to approval. COMMENTS: Prp Ickes -D —3011_011•44– Inspector: -'?tILDi 4– Inspector: Date: ?-/6 REINSPECTION ,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 Di 7 -0.30 - 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: KV - Type f Inspection: 1, j, i -U, J(IS1. LA'1z-c i Add s: Add :3b51 4a...) -d/ ' ot- & Date Called: 0Q Special Instructions: Date Wanted: ZLi Lam% a.m. p.m. Requester: Phone No: proved per applicable codes. El Corrections required prior to approval. Inspector: Date: ..z.94) I 1 REINSPECTION F REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:`w n ~ `KJ 64 Type of Inst Address: ?4'5t&IdlltiaLs7-14fulL. Ski) Date Called: Special Instructions: Date Wanted: %' c9 _ VI p.m. Requester: Phone No: pproved per applicable codes. ❑ Corrections required prior to approval. OMMENTS: Inspector: Date: n REINSPECTION 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 ceoi ON 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: \iito G- t j `I1 1'L° 434.5 Type of Inspection: �C ,•.� �•lt� Add ss: j X15 (& � .;A A Date Called: Special Instructions: Date Wanted: 6.‘ -, p.m. Requester: G,(,DO Phone No: ,7Q(o 10610 ) 52C, Approved per applicable codes. Corrections required prior to approval. COMMENTS: RANSZituA- AFF'PasJA-C-- Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 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: 41C"/12 W .Teti Type of Inspection: 'LioeSeS t R-,2..._ kkili L.' Address: 0(;6t %0"4 WL, 6i.1/4./0 Date Called: Special Instructions: Date Wanted: a.m. II— to'- /a4 p.m. Requester: , Phone No: 7a4Q ? "777/3 Approved per applicable codes. Corrections required prior to approval. OMMENTS: Pverawkor C) G• 4-1i Inspector: Date: \b41 REINSPECTION EE 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: g NTA �—� 1 SME. 1 Type of Inspection: r —rI '' ,\ 1, Address: 3&I -c�14.iak.. 4 Date Calle : Special Instructions: i Date Wanted:a.rri: 3—Z( .-l1, Requester: Phone No: -7-710 (ta ail Approved per applicable codes. El Corrections required prior to approval. COMMENTS: _1 7 -ffzmweAs tehia— iWO.c%KA Inspector: Date: C REINSPECTION FE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. dCMENG ARCHITECTURE PLANNING CONSULTING STRAZZARA April 15, 2019 REVIEWED FOR CODE COMPLIANCE APPROVED APR 22 2019 City of Tukwila BUILDING DIVISION FILE RECEIVED CITY OF TUKWILA To: APR 1 6 2019 City of Tukwila PERMIT CENTER Department of Community Development / Permit Center 6300 Southcenter Blvd., #100 Tukwila, WA 98188 1S1ON NO. 1 RE: Revision Submittal for Permit #D17-0309, King County Metro's Comfort Station Addition to the Tukwila International Boulevard Station. Dear City of Tukwila Department of Community Development, The Construction Type for the Tukwila International Boulevard Station is IIA, and the subject Comfort Station addition utilized IIA as well. Type IIA requires roof construction to have a fire -resistance rating of 1 hour. Investigation of the current roof assembly revealed that it does not incorporate a tested/documented rated assembly. As the project is currently under construction, the Design Team considered options that would maintain the proposed structural system. The Gypsum Association's assembly GA File No. FC 4504, a generic Floor/Ceiling system, was determined an appropriate solution for the project. GA File No. FC 4504 shown below: FLOOR E1tJNG SYSTEMS, D. WOOD' GA FILE NO. PC -4504 GENERIC :HOUR: FIRE GYPSUM W4LBOARD.;;„.ST, EEL"CHANNEL JOISTS.;WOOD STRUCTURAL. PANEL FLOOR > layer t2 type'X gypsumv all rd at tght angles toadhamrel shaped.,rniniraum,r deep 43 mil (18iga) galvanized steel j '041/41,1:11150242,0"--.' screWsri2 jo c. Base layer butt�irr6 adjacent courses Face layer 112° tyke X gypsum walilwar Ofittittr joists with end jomfs,located midway'between°1J attached to jWsts vrlth 1I2 Type 5.12 drywall scnews'1: attached to bace layer with t l VT Type G ;screws 12'lo b Oji from either elle bf end'joinfs'Face layer edge joints at 2! 2PJP Face layer end joints (offset 36" from base layer supporhr�g 8° nominal wand structurid panel f1'+ +:Ea ,.attached at'"ht *01410' oists`with 1 114" No 10 buggIe hea ryplloi tip 6° o c at end joints antj 12' o.. 'atli teirrtediate foists. pros .Cerling Welght 4 psf ..FireTest: NRCC &42161 Assembly FF -51 TEL 206 587 3797 Page 1 FAX 206 587 0588 2001 WESTERN AVE. SUITE 200 SEATTLE, WA, USA 98121 www.studioms.com 177'0309 s d1CMENG STRAZZARA On April 4th, I met with Plans Examiner Allen Johannessen to confirm that this was an acceptable solution for our Roof/Ceiling assembly. GA File No. FC 4504 becomes the rated core of the system, atop which would be roofing materials (vapor retarder, rigid insulation, protection board, single ply membrane roofing. It was confirmed an acceptable approach to provide a rated assembly for the IIA construction type and to follow up with this documented Revision Submittal. Attached you will find updated Architectural and Structural Drawing Sheets as well as updated Structural Calculations to reflect incorporation of GA File No. FC 4504. Changes are shown clouded with Delta 1 notation. Attachments: 1 City of Tukwila REVISION SUBMITTAL Form. 2. Updated Drawing Sheets: a. A3.01, BUILDING SECTION AND DETAILS. b. A5.01, ROOF DETAILS. c. S0.11, STRUCTURAL NOTES AND DRAWING LIST. d. S0.13, STATEMENT OF SPECIAL INSPECTIONS. e. S0.14, STATEMENT OF SPECIAL INSPECTIONS. f. S1.01, FOUNDATION AND ROOF FRAMING PLANS. g. S5.01, COLD -FORMED STEEL AND WOOD DETAILS. h. S5.02, COLD -FORMED STEEL AND WOOD DETAILS. 3. Updated Structural Calculations. Thank you for your review and management of this Comfort Station project at the Tukwila International Boulevard Station. If you have any questions or require additional information/copies, please don't hesitate to contact us. Sincerely, Bryant Draper Studio Meng Strazzara 2001 Western Ave., Suite 200 Seattle, WA 98121 206-587-3797 phone 206-587-0588 fax TEL 206 587 3797 Page 2 FAX 206 587 0588 2001 WESTERN AVE, SUITE 200 SEATTLE, WA. USA 98121 www.studioms.com STUDIO MENG STRAZZARA TIBS Comfort Station Tukwila, WA REVIEWED FOR CODE COMPLIANCE APPROVED APR 22 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 161019 PERMIT CENTER Structural Calculations t REVISION NO, I CALCULATIONS INCLUDED: These Calculations cover the design of the plywood roof sheathing. 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 KPFF Project No. 1600542 4/15/19 1601 5th Avenue, Suite 1600 Seattle, WA 98101 (206) 622-5822 project KC M - 71:13s by 7) location date 4,/5/n sheet no. client job no. 124;07 PLAJO&Z VarrAL batAZ /6" Sp,Ac�.r- ori4/0/230 eLywcz,„ spaczrrzb .l?T,171,044M 5145 V4 w`i o_pi...P) (5') 2200 1_65 /404 aL !2 rfgpi, 4 " (g OrAge-- C gte°r OF r2,41, I. I Age it, Her; oma- 415 zs; z 1601 5th Avenue, Suite 1600 Seattle, WA 98101 [206) 622-5822 project by 7540 location date/`'Q /-9 sheet no. client job no. got te g5 3350 P5-‘ 1z.,3 -56 ep 4 Q _ 101)4.0.5-- z -.O.5-- z A,tgif( gee4 35 ) 4d1 ''C a 0,C(6 . LOY'S :97)3 R 0 C ' - 1, 7 :ate: FeartoraA Yom'. (se tz) 'ESR -1271 I Most Widely Accepted and Trusted Page 5 of 7 TABLE 4—ALLOWABLE SHEAR (BEARING) OF SCREW CONNECTION OF COLD FORMED STEEL (PNs/f1), pounds-forcel" Applied Factor of Safety, 0 = 3.0 Screw Designation Nominal Screw Shank Major Diameter (inch) Screw Head Diameter (inch) Steel Tensile Strength F„ = 45 ksi F„ = 65 ksi Design Thickness of Thinner Member (gage, inch) 20 18 16 14 12 0.0346 0.0451 0.0566 0.0713 0.1017 #8-18 Hex 0.163 0.335 152 235 337 355 330 #10-15 Hex 0.186 0.399 164 253 510 593 526 #12-14 Hex 0.212 0.415 175 262 544 731 753 #14-13 Hex 0.243 0.500 181 287 554 797 826 #8-16 Pan 0.163 0.314 152 232 293 349 349 #10-15 Pan 0.186 0.365 164 252 485 554 586 #8-17 Wafer 0.163 0.437 152 234 413 417 413 #10-16 Wafer 0.186 0.437 164 252 509 592 537 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.4 N, 1 ksi = 6.89 MPa. 'For shear connections, the lower of the allowable connection shear and fastener shear strength found in Tables 4 and 5, respectively, must be used for design. 2The allowable connection shear capacity for other member thicknesses can be determined by interpolation within the table for the values that have the same steel tensile strength, F. 3To calculate LRFD values, multiply values in the table by the ASD safety factor of 3.0 and multiply again with the LRFD I factor of 0.5. TABLE 5—FASTENER STRENGTH, pounds-force'".4 SCREW DESIGNATION NOMINAL SCREW SHANK MAJOR DIAMETER (inch) NOMINAL FASTENER STRENGTH (tested) ALLOWABLE FASTENER STRENGTH Tension, Pts Shear, Pss Tension, (P«/a) Shear, (PaO) #8-18 Hex 0.163 1894 1403 631 468 #10-15 Hex 0.186 2455 1910 818 637 #12-14 Hex 0.212 2534 2814 845 938 #14-13 Hex 0.243 3658• 4000 1219 1333 #8-16 Pan 0.163 1922 1176 641 392 #10-15 Pan 0.186 2765 2028 922 676 #8-17.Wafer 0.163 2089 1452 696 484 #10-16 Wafer 0.186 2373 2084 791 695 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.4 N, 1 ksi = 6.89 MPa. 'For tension connections, the lower of the allowable pull-out, pull -over, and fastener tension strength found in Tables 2, 3, and 5, respectively, must be used for design. 2For shear connections, the lower of the allowable connection shear and fastener shear strength found in Tables 4 and 5, respectively, must be used for design. 3To calculate LRFD values, multiply the Nominal Fastener Strength values in the table by the LRFD factor of 0.5. 4See Section 4.1.2 for fastener spacing and end distance requirements. FIGURE 1—HEX WASHER HEAD SCREW FIGURE 3—WAFER (MTH) HEAD SCREW FIGURE 2—PAN HEAD SCREW NOMINAL LENGTH GRIP LENGTH und salg********4-.." FIGURE 4—EXPLANATION OF GRIP LENGTH 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 Mechar is i Summary MECH-SUM 77,, SLate Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 R E C �v/iEdbanuary 2017 `n a7 -`I ` ormation _ _ ced t I 1 City of Tukwila Project Title: KingCountyMetro TIBs Comfort Station j o 'pato 7 / 017 p T i 1 K i 'e Applicant Information. Provide -contact information for individual who can respond to inquiries about compliance form information provided.NOV For Building Dept. tise q 8 5 2017 � fl M a I T i CENTER Company Name: Tres West Engineers, Inc Company Address: 2702 South 42nd St � Applicant Name: Tres West Engineers, Inc PERMIT Applicant Phone: 253-472-3300 pAPtIt.OMAOSION • Building New Building` single occupancy kz� ✓ Building Addition restroom a addition -15 Tenant Improvement ❑ System Ret ofit ❑ No System Changes with exhaust fan, unit heater and instantaneous water heater. Briefly describe mechanical systems in the text box provided ❑ Total Bldg Performance (TBP) This path includes all mandatory provisions per C401.2 Option 2. MECH-SUM, MECH-CHK, and C407 Energy Analysis forms required. Design Load Calculations Load calculation summary ❑ MECH-LOAD-CALC Form Provide design load calculations for all mechanical systems and equipment serving the building heating, cooling or ventilating needs. If a load calculation summary is provided with the permit documents that includes all applicable compliance information then the MECH-LOAD-CALC form is not required. Mechanical Schedules Indicate however, Mechanical Plans ❑ MECH-EQ Forms (TBD) location of equipment compliance information. If provided on plans then MECH-EQ forms are not required, include on plans all applicable compliance information listed in MECI-t- EQ tables. Dedicated Outdoor Air System Requirements and High Efficiency VAV Alternate ❑ All not ❑ ❑ DOAS occupied, require LI II DOAS DOAS ❑ is required per C403.6 effective July 1, 2017 (office, retail, education„ library and fire station occupancies) conditioned areas shall be served by a DOAS that delivers required ventilation air in a manner that does space conditioning fan operation. Space conditioning fans cycled oft when no heating or cooling is required. Ventilation provided via natural ventilation per 2015 IMC in lieu of DOAS (C403.6, Exception 1) Ventilation and space conditioning provided by a HEVAV system per C403.7 in lieu of DOAS (C403.6, Exception included in project, although not required (occupancy not office, retail, education, library or fire station) related allowances included in project: Prescriptive vertical fenestration maximum area allowance increased to 40% per C402.4.1.4 with 100% of conditioned floor area in building served by DOAS. Exception to air economizer per C403.3 Exception 1, include MECH-ECONO form. Fan Power ❑ ❑ Project includes HVAC air distribution systems that provide heating and/or cooling If yes, provide a MECH-FANSYS -SUM form. For one or more systems, the total fan motor nameplate hp of all fans in HVAC system exceeds 5hp. If yes, provide a seperate MECH-FANSYS form for each HVAC system exceeding the 5 horsepower threshold. Refer to Section C403.2.11 and MECH-FANSYS-DOC for requirements and exceptions. HVAC Hydronic Systems ❑ ❑ Hydronic chilled water ❑ Water -loop heat pump Hydronic heating water ❑ Geothermal 1 No hydronic systems C406 Additional Efficiency Options - Mechanical ❑ ■ C406.2 More efficient HVAC equipment and fan systems Requires 90% of heating and cooling capacity to be equipment listed in tables C403.2.3(1)-(9) or air -to -water heat pumps and heat recovery chillers. All equipment listed in tables C403.2.3(1)-(7) must be 15% more efficient than minimum requirements. All stand alone supply, return, and exhaust fans over 1hp must have FEQ z 71 and must be selected within 10% of maximum total or static pressure. C406.6 Dedicated outdoor air system (DOAS) Requires 90% of conditioned floor area to be served by a DOAS per C403.6 that delivers required ventilation air in a manner that does not require space conditioning fan operation. C406.7 Reduced energy in service water heating Requires 90% of floor area be in occupancy types listed in C406.7.1 and that 60% of annual hot water energy use be provided by heat pump, waste heat recovery or solar water -heating systems. VIVA 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 Mechanical Summary, pg. 2 MECH=SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Service Water Heating Systems Equipment Type (s) ❑ Hot water heating tank(s) Dedicated boiler Distribution Type (s) ❑ Circulation System 1 ❑ No service water systems from space heat boiler or ✓ Instantaneous ❑ Heat exchange central hot water/steam ® On -demand Commissioning Commissioning is required ❑ Mechanical systems If required, commissioning Exceptions to commissioning for: per C408.2 ❑ Service water heating systems per C408.4 shall be performed for all applicable systems regardless of individual equipment capacity. requirements: of all mechanical space conditioning systems in the building do not exceed 240,000 Btu/h heating. Mechanical systems commissioning not required. water heating system in building does not exceed 200,000 Btu/h. Service water heating not required. Total output capacity • cooling or 300,000 Btu/h Capacity of largest service systems commissioning Low Energy and Semi -Heated Spaces (Note 6 and 7 Space Type Location in Plan(s) Space(s) Served Area Served, square feet Heating Capacity, Btu/h (Note 4) Cooling Capacity, Btu/h (Note 5) PeakiSpace Conditioning Capacity, Btu/h-sf Compliance Check Notes Note 4 - Provide total installed heating output capacity of systems serving Low Energy or Semi -Heated space(s) in btuh. Note 5 - Provide total installed cooling capacity of system serving Low Energy space(s) in Btu/h. Not allowed for semi -heated spaces. Enter 0 if no cooling. Note 6 - Refer to Section C402.1.1 Low Energy Building. Intalled peak space conditioning capacity, heating or cooling, may not exceed 3.4 Btu/h'sf. Note 7 - Refer to Section C402.1.1.1 and Semi -Heated Space definition in Chapter 2. Total heating output capacity may not exceed 8 Btu/h'sf. Only systems without electric resistance heating and no cooling are eligible for the wall insulation exception under semi -heated. 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 5 of 20 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Project Title: King County Metro TIBs Comfort Station Date 11 /7 /2 017 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes Equipment - Sizing, Performance and Type NA C403.1 Exempt process equipment Identify equipment to be used in manufacturing, industrial or commercial processes that do not provide space conditioning; identify provisions applicable to this equipment per C403.1 exception Yes C403.2.1 Load calculations Provide load calculations performed per ASHRAE Std 183 or equivalent, using design parameters per C302 and Appendix C; include load adjustments to account for energy recovery See attached Yes C403.2.2 Equipment and system sizing Indicate that output capacities of heating and cooling equipment and systems are no greater than the smallest available equipment size that exceeds the calculated loads; note exceptions taken M0.01 Yes C403.2.3 C403.2.3.2 C403.2.13.1 HVAC equipment performance requirements (efficiency) Provide equipment schedules on plans or complete MECH-EQ forms indicating type, capacity, rated and WSEC minimum efficiencies for all heating and cooling equipment; include supply and OSA cfms and operating hours for all air systems; identify heating and cooling equipment that does not have a corresponding WSEC minimum efficiency (manufacturer rated) M0.01 NA C405.8 C403.2.14 Electric motor efficiency List all motors >_ 1/12 hp (that are not integral to a rated piece of equipment) in the mechanical or electrical equipment schedules on plans; indicate hp, rpm, number of poles and rated efficiency, or exception applied For fractional hp motors (1/12 - 1 hp), indicate whether they are an electronically commutated motor, have rated efficiency of at least 70%, or exception taken NA C403.2.11.1 Fan power limitation For all HVAC fan systems that provide heating and / or cooling, provide system total nameplate hp in MECH-FANSYS-SUM form For all applicable HVAC systems with total fan motor hp > 5hp, verify fan system motor hp or bhp complies with fan power limits per equations in Table C403.2.11.1(1), provide MECH- FANSYS form for each system NA C403.2.11.2 Motor nameplate hp For all applicable HVAC systems with total fan motor hp > 5hp, indicate fan motors specified are the smallest available motor hp size greater than fan bhp, note exceptions taken NA C403.2.11.3 Fan efficiency For all applicable HVAC systems with total fan motor hp > 5hp, identify in equipment schedule all fans required to comply with fan efficiency grade and indicate rated FEG isz 67, or exception taken; indicate these fans are sized so total efficiency is within 15% of the fan maximum total efficiency NA C403.2.11.4 Group R occupancy exhaust fan efficacy For all exhaust fans < 400 cfm in Group R occupancies, indicate in equipment schedule the fan flow rate and efficacy (cfm/watt), or exception taken; refer to Table C403.2.11.4 (CE -57) NA C403.2.13 Variable flow capacity - fans For fan motors z 7.5 hp, indicate method of variable flow control (VSD or equivalent method) in equipment schedule, or exception taken; for equivalent method for an HVAC system refer to HVAC System Controls for additional requirements NA C403.2.3 Maximum air cooled chiller capacity For chilled water plants and buildings with > 500 tons of cooling capacity, indicate air-cooled chiller capacity is a 100 tons, or exception taken NA C403.4 Large capacity cooling systems For buildings with z 300 tons of cooling capacity, indicate method of multi -stage or variable o capacity control (VSD, multiple staged compressors, or max capacity of any single unit < 66/u of the total) NA C403.2.3.1 Non-standard water-cooled centrifugal chillers For water-cooled centrifugal chillers not designed for operation at standard conditions, provide calculations documenting maximum full load and part load rated equipment performance requirements NA C403.2.13.1 C403.4.3.2 Centrifugal fan open -circuit cooling towers For open -circuit centrifugal fan cooling towers with Z 1,100 gpm capacity, indicate cooling towers comply with efficiency requirements for axial fan open circuit cooling towers C403.4.2 Large capacity boiler systems For single boilers with > 500,000 Btu/h capacity, indicate multi -stage or modulating burner For boiler system (sin le or multiple) with > 1,000,000 Btu/h capacity, ty, indicate turndown ratioNAC403.4.2.5 per Table C403.4.2.5 and method (multiple single input boilers, modulating boilers, or combination) NA C403.2.13 Variable flow capacity - pumps For pump motors >_ 7.5 hp, indicate method of variable flow control (VSD or equivalent method) in equipment schedule, or exception taken; for equivalent method fora hydronic system refer to Hydronic System Controls for additional requirements NA C403.2.3 Gas and oil -fired forced air fumace and unit heaters For forced air fumaces with capacity >_ 225,000 Btu/h and all unit heaters, indicate in equipment schedule intermittent ignition or IID, flue or draft damper, and rated jacket loss NA C403.2.4.8 Combustion heating equipment For combustion heating equipment with output capacity > 225,000 Btu/h, indicate modulating or staged combustion control NA C403.2.3.3 Packaged electric heating / cooling equipment Verify all packaged electric equipment with > 6,000 Btu/h cooling capacity and any amount of heating is a heat pump; include in equipment schedules NA C403.2.12 Heating outside a building Indicate systems providing heating in non -enclosed outdoor occupied spaces are radiant systems; refer to HVAC System Controls for additional requirements NA C403.2.7.1 Kitchen exhaust hoods Indicate on plans the type, duty and exhaust air rate of each kitchen hood, refer to HVAC System Controls for additional requirements NA C403.2.4.3 Outdoor supply air, exhaust and relief dampers Indicate locations of OSA intake, and exhaust and relief outlet dampers on plans; indicate whether dampers are Class 1 motorized, or gravity and exception taken (include leakage rating, cfm/sf); refer to HVAC System Controls for additional requirements for OSA dampers NA C403.2.4.3 Retum air dampers Indicate locations of retum air dampers that are integral to economizer operation; verify dampers are motorized; indicate whether dampers are Class 1, or within packaged equipment eligible for leakage rating exception (include leakage rating, cfm/sf) 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 6 of 20 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Project Title: King County Metro TIBs Comfort Station Date 11/7/2017 The following information isnecessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building. Department Notes NA C403.2.4.3 Stairway and shaft vent dampers Indicate location of stairway and shaft vent dampers on plans; verify dampers are Class 1 motorized; refer to HVAC System Controls for additional requirements NA C403.2.4.4 Zone isolation dampers For systems serving areas > 25,000 sf or spanning more than one floor, that include areas that are expected to be occupied non -simultaneously; identify isolation zone areas on plans and locations of associated isolation dampers in HVAC distribution system; refer to HVAC System Controls for additional requirements NA C403.2.3.4 Humidification For cooling systems with humidification equipment that are also required to have air economizer, indicate humidifier is adiabatic (direct evaporative or fog atomization), or exception taken Additional Efficiency Package Option, More Efficient HVAC Equipment & Fan Performance - Must comply with all 3 provisions to be eligible NA C406.2.1 C403.2.3 HVAC system selection To comply with additional efficiency package option, calculate the percentage of heating and cooling equipment in the project (based on output capacity) that do not have a corresponding WSEC listed efficiency; shall be less than 10% to comply NA C406.2.2 C403.2.3 Minimum equipment efficiency To comply with additional efficiency package option, indicate that all listed heating and cooling equipment have a rated efficiency that exceeds WSEC listed efficiency by at least 15% NA C406.2.3 C403.2.11.3 Minimum fan efficiency To comply with additional efficiency package option, indicate rated FEG of stand alone fans is >_ 71; indicate these fans are sized so the fan efficiency at design conditions is within 10% of the maximum total or static efficiency HVAC System Controls Yes C403.2.4.1 Thermostatic controls (thermostats and humidistats) Indicate locations of thermostatic and humidity control devices and the zones they serve on plans, including perimeter system zones M1.01 Where adjacent (neighboring) zones are controlled by separate thermostats (including perimeter systems used to offset heat gain or loss), and are connected by permanent openings > 10% of either zone sf area, indicate controls configured to prevent adjacent zones from operating in conflicting modes (one in heat, other in cool); applies to adjacent perimeter zones, adjacent nonperimeter zones, and adjacent perimeter and nonperimeter zones If applying Exception 2 to nonperimeter zones adjacent to perimeter zones, indicate that setpoints and deadband settings in these zones are coordinated so cooling in a nonperimeter zone does not occur until the temperature in that zone is 5°F higher than the adjacent perimeter zone temperature in heating NA C403.2.4.1.1 Heat pump supplementary heat Indicate staged heating operation with compression as the first stage of heating and supplemental heating controlled with outdoor lock -out temperature set to 40°F or less NA C403.2.4.1.2 Deadband Indicate zone thermostatic controls configured with 5°F minimum deadband for systems that control both heating and cooling NA C403.2.4.1.3 Setpoint overlap restriction (thermostats) If separate heating and cooling systems with separate thermostatic control devices are used to serve a zone, indicate locations of both thermostatic control devices and the zone they serve on plans Indicate a limit switch, mechanical stop or DDC control with programming to prevent simultaneous heating and cooling Yes C403.2.4.2 C403.2.4.2.1 C403.2.4.2.2 Automatic setback and shutdown Indicate zone thermostatic controls configured with required automatic setback and manual override functions, setback temperatures, and control method (automatic time clock or programmable controls); note exceptions taken M0.01 NA C403.2.4.2.3 Automatic (optimum) start Indicate system controls that adjust equipment start time required to bring each area served up to design temperature just prior to scheduled occupancy NA C403.2.4.3 Outdoor supply air dampers Indicate automatic controls configured to close OSA damper during unoccupied equipment operation; not including economizer cooling, night flush or IMC required OSA / exhaust NA C403.2.4.3 Stairway and shaft vent dampers Indicate method of activation of stairway and shaft vent dampers (fire alarm or interruption of power) NA C403.2.4.4 Zone isolation controls For systems serving areas > 25,000 sf or spanning more than one floor, that include areas that are expected to be occupied non -simultaneously; indicate controls that allow for independent space conditioning of isolation zones; or exception taken NA C403.2.12 Heating outside a building Indicate occupancy sensing or timer switch controls configured to automatically shut off heating system when area served is unoccupied NA C403.2.4.5 Snow melt systems Indicate automatic controls configured to shut off system when pavement temperature exceeds 50°F and no precipitation is falling, and when outdoor air temperature exceeds 40°F NA C403.2.4.6 Freeze protection system controls Indicate automatic controls to shut off system when outdoor temperature exceeds 40°F, or conditions protect fluid from freezing NA C403.2.4.9 Group Ri hotel /motel guest rooms For hotels and motels with over 50 guest rooms, indicate automatic controls serving guest rooms that are capable of setback (heating) and set-up (cooling) of temperature setpoint by at least 5°F; indicate control method - activated by room entry or occupancy sensor 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and. R3 over 3 stories and all R1 - Page 7 of 20 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Project Title: King County Metro TIBs Comfort Station Date 11/7/2017 The following information is necessary to check a permit application for compliance with the -mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes NA C403.2.4.10 C403.2.4.11 Group R2 / R3 dwelling units, Group R2 sleeping units For primary space conditioning system, indicate 5-2 programmable thermostats capable of two setback periods per day; for all thermostats indicate purpose (heating only, cooling only, or both), required temperature range and at minimum a 10°F deadband; or exception taken Yes C403.2.6 C403.2.11.4 Ventilation Indicate method of ventilation air delivery (natural or mechanical) for each zone M1.01 If mechanically delivered, indicate that systems are configured to provide not more than 150% of, but at least the minimum required volume of outdoor air to each zone per IMC, ASHRAE 62.1 or other applicable code (WAC, OSHA, etc); or exception taken If delivered via natural ventilation, identify required elements per IMC including minimum openable area to the outdoors or qualifying adjoining spaces NA C403.2.6.2 Demand controlled ventilation Identify spaces > 500 sf with occupant load > 25 people/1,000 sf per IMC; for each space indicate whether it is served by an HVAC system with total design OSA > 3,000 cfm, and / or the system has airside economizer or automatic modulating OSA damper; indicate OSA controls are configured to provide demand controlled ventilation or provide supporting documentation for applied exception NA C403.2.6.3 Occupancy sensors For gyms, classrooms, auditoriums and conference rooms > 500 sf, indicate occupancy -based OSA control when space is unoccupied and method (closes OSA damper or shuts -off equipment); or alternate means provided to automatically reduce OSA when space is partially occupied NA C403.2.6.4 C403.2.6.4.1 Enclosed loading dock ventilation For enclosed loading docks, indicate ventilation / exhaust system method of activation (gas detection system for CO and NO2, or occupancy sensors), and control method (staged or modulating) NA C403.2.6.4 C403.2.6.4.2 Enclosed parking garage ventilation For enclosed parking garages, indicate ventilation / exhaust system activated by gas detection system for CO and NO2, and control method (staged or modulating); or exception taken NA C403.2.7.1 Kitchen exhaust hoods Provide calculations that show a balanced accounting of total kitchen exhaust (include all hoods) with % of: supply air, transfer air from adjacent spaces, and make-up air; if applicable, indicate that direct make-up air to each hood does not exceed 10% of hood exhaust For kitchens with total hood exhaust exceeding 2,000 cfm, indicate exhaust air rate per Table C403.2.7.1 and compliance method (DCV, energy recovery, or transfer air that would otherwise be exhausted) NA C403.2.7.2 Laboratory exhaust systems Refer to Systems Requiring Energy Recovery for requirements NA C403.2.13 Variable flow capacity - HVAC system fans For HVAC fan motors z 7.5 hp, indicate method of variable flow control (VSD, or equivalent control method that reduces design air volume by 50% at 1/3 static design pressure); note exception taken NA C403.3.1 DX air handler variable cooling control (Under Integrated Economizer) For DX air handlers with economizer and cooling capacity 2 65,000 Btu/h, indicate number of cooling stages provided and method (multiple compressors and / or variable speed compressors); indicate minimum displacement (capacity reduction) as % of full load Indicate control method (cooling capacity controlled in response to space temperature, space temperature controlled by modulating supply airflow, or both) NA C403.2.11.5 Fan airflow control For DX air handling units with cooling capacity z 65,000 Btu/h and evaporative and chilled water air handling units with fan z 0.25 hp, indicate whether system is single zone or multiple zone and related control method (cooling capacity controlled in response to space temperature, space temperature is controlled by modulating supply airflow, or both) For mechanical cooling systems (includes DX and chilled water coils) that control cooling capacity in response to space temperature - Provide a minimum of two stages of fan control; indicate minimum fan speed is <_ 66% of full speed drawing <_ 40% of full speed fan power during periods of low cooling or ventilation only For other mechanical cooling systems (includes DX and chilled water coils) that control space temperature by modulating airflow (in lieu of, or in addition to, controlling capacity in response to space temperature) - Provide fan controls for modulating supply airflow; indicate minimum fan speed is <_ 50% of full speed drawing <_ 30% of full speed fan power during periods of low cooling or ventilation only; or exception taken NA C403.2.4.12 DDC system capabilities Provide central and zone level DDC controls as required based on system application, capacity or size thresholds and other qualification per Table C403.2.4.12.1 Identify all DDC system input / output control points; indicate capability for trending and graphical display Ducting Systems - Yes C403.2.8.1 C403.2.8.3 Duct construction Indicate on plans that all ductwork is constructed and sealed per IMC M0.01 For OSA ductwork, also indicate on plans that ductwork meets air leakage requirements per C402.5 and vapor retarder requirements per the IBC Yes C403.2.8.3 Duct pressure classifications Identify location of low, medium and high pressure ductwork on plans M0.01 NA C403.2.8.3.3 High pressure duct leakage test Indicate high pressure duct leakage testing requirements on plans; provide test results to jurisdiction when completed 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 8 of 20 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Project Title: King County Metro TIBs Comfort Station Date 11 /7 /2017 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements -0f the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes NA C403.2.8.1 C403.2.8.2 Duct insulation For supply and return ductwork located in unconditioned space or outdoors, indicate R -value of insulation on ductwork on plans; identify climate zone; note exceptions taken For supply ductwork located in conditioned space, identify if design supply temperature is < 55°F or> 105°F and indicate R -value of insulation on this ductwork on plans; note exception taken For OSA ductwork, shafts and plenums, indicate R -value of insulation on these elements on plans per Table C402.1.3 for steel -framed walls; note exception taken Piping Systems NA C403.2.9 Piping insulation p g Indicate design temperature range of fluid conveyed in piping and thickness of insulation (in inches) on hydronic piping plans; or exception taken NA C403.2.9.1 Piping insulation exposed to weather Indicate method of protection of pipe insulation from damage / degradation on hydronic piping plans Economizers NA C403.3 Air economizer required Identify in equipment schedules on plans or in MECH-EQ forms all cooling systems requiring air economizer controls Provide MECH-ECONO form indicating systems utilizing air economizer exceptions, including those with water -side economizer in lieu of air economizer; indicate on plans eligible exception(s) taken and measures to comply with exception(s) NA C403.3.1 Integrated economizer operation - air and water Indicate air and water -side economizers are configured for partial cooling operation even where additional mechanical cooling is required to meet the load NA C403.3.2 Economizer heating system impact - air and water Verify control method of HVAC systems with economizers does not increase building heating energy usage during normal operation NA C403.3.3.1 Air economizer capacity Indicate modulating OSA and return air dampers are configured to provide up to 100% OSA for cooling NA C403.3.1 C403.3.3.2 Integrated air economizer Verify mechanical cooling controls are interlocked with air economizer controls so the outside air damper remains in 100% open position when mechanical cooling is also required Ito meet the cooling load, until the leaving air temperature is < 45°F For systems with cooling capacity z 65,000 Btu/h, verify that control of economizer dampers is not based only on mixed air temperature; or exception taken NA C403.3.3.3 Air economizer high limit controls Indicate high limit shut-off control method and required high limit per Table C403.3.33 NA C403.3.4.1 Water economizer capacity For eligible systems where water -side economizer may be provided in lieu of air economizer, indicate system is capable of 100% design cooling capacity at 50°F db / 45°F wb OSA temperatures NA C403.3.4.2 Water economizer maximum pressure drop Indicate pressure drop across precooling coils and heat exchangers in water economizer system do not exceed pressure drop limit NA C403.3.1 DX air handling equipment control For DX air handlers with economizer and cooling capacity z 65,000 Btu/h, refer to HVAC System Controls for requirements NA C403.2.4.7 DX equipment economizer fault detection and diagnostics For DX air handlers with economizer and cooling capacity >_ 54,000 Btu/h, provide a fault detection and diagnostics (FDD) system to monitor economizer system operation and report faults Systems Requiring Energy Recovery NA C403.5.1 Energy recovery (ER) - ventilation / exhaust systems For systems with design OSA > 5,000 cfm, or design supply air cfm and % OSA exceeding the values in Tables C403.5.1(1) or (2), indicate. exhaust air ER method; or exception taken with supporting calculations For rooms served by multiple systems with aggregate design OSA > 5,000 cfm, or aggregate design supply air cfm and % OSA exceeding the values in Tables C403.5.1(1) or (2),;indicate exhaust air ER method; or exception taken with supporting calculations Indicate ER rated effectiveness that increases OSA enthalpy by z 50% based on delta between OSA and return air enthalpies at design conditions NA C403.2.7.2 Laboratory exhaust systems (energy recovery) For buildings with total lab exhaust > 5,000 cfm, indicate method of energy recovery used to pre -condition laboratory make-up air; ER effectiveness (min 25°F); or alternative method per exception (VAV exhaust, semi -conditioned makeup, or GERM calculation) NA C404.10.4 (under C404.11) Pools and permanent spas exhaust systems (energy recovery) For buildings with pools or spas with water surface area > 200 sf, indicate exhaust air ER method and use of waste heat (preheat ventilation air, pool water or service hot water); or exception taken Indicate ER system has the rated effectiveness and is configured to decrease the exhaust air temperature at design conditions by a 36°F NA C403.5.2 Energy recovery - steam condensate systems For buildings with on-site steam heating systems, indicate condensate water ER For buildings that use off-site generated steam where condensate is not returned to the source, indicate on-site condensate water ER 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 9 of 20 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Project Title: King County Metro TIBs Comfort Station Date 11 / 7 /2017 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes NA C403.5.3 Energy recovery - cooler / freezer condensers For buildings with food service, meat or deli departments that have 2 500,000 Btu/h of remote refrigeration capacity for coolers / freezers, indicate condenser ER and use of captured energy (service water heating, space heating, or dehumidification reheating) For buildings with z 40,000 sf conditioned floor area and with >_ 1,000,000 Btu/h of remote refrigeration capacity for coolers / freezers, indicate condenser ER and use of captured energy for service water heating and also for space heating, or dehumidification reheating NA C403.5.4 Energy recovery - condenser systems For buildings with 24-hour operation and with > 1,500,000 Btu/h of heat rejection capacity and design service hot water load > 250,000 Btu/h, indicate condenser ER to pre -heat service water; or exception taken. Provide calculations showing the amount of recovered heat that is utilized (60% of peak heat rejection load or pre -heat service water to 85°F). Hydronic System Controls NA C403.2.13 C403.4.2.7 Variable flow control - hydronic system pumps For hydronic system pump motors z 7.5 hp, indicate method of variable flow control (VSD or equivalent method that requires z 30% design wattage at 50% design fluid flow); note exception taken Identify whether hydronic coils have DDC controls and associated manner of pump speed control (differential pressure, zone hydronic demand, etc) NA C403.2.5 C403.4.2.4 Hydronic system setback and part load controls For boilers that provide building heating, indicate controls that provide heating water temperature setback based on outdoor temperature For heating and chilled water systems z 300,000 Btu/h, indicate systems are configured to automatically reset supply water temperature based upon demand; or exception taken. If system pump motor hp z 3 hp, also indicate controls automatically reduce flow by >_ 50%. For chilled water systems (>_ 300,000 Btu/h, pump motor hp z 3 hp) that serve water-cooled unitary air conditioners, indicate VSD or staged pumps in chilled water system and heat rejection loop that reduce pump flow so that one control valve is nearly wide open, or to maintain a minimum differential pressure; or exception taken NA C403.4.2 Boiler sequencing Indicate automatic controls that sequence operation of multiple boilers NA C403.4.6 Hot gas bypass limitation For cooling equipment with hot gas bypass, provide either multiple step unloading or continuous capacity modulation; indicate bypass capacity per Table C403.4.6 NA C403.4.2.2 Two -pipe changeover systems Indicate changeover deadband (min 15°F), heating / cooling mode scheduling and changeover temperature range (limit 30°F) NA C403.4.2.6 Chiller / boiler plant pump isolation Indicate controls are configured to automatically reduce overall plant flow and shut-off flow through individual chillers and boilers when not in use NA 0403.2.13.1.1 C403.4.3.1.1 C403.4.3.1.2 Heat rejection equipment - variable flow control For cooling towers with fan motors >_ 7.5 hp, indicate VSD and method to adjust fan speed (adjusted based on leaving fluid temperature or condenser temperature / pressure of heat rejection device) For multiple -cell heat rejection equipment with VSD, indicate controls that ramp all fans in unison NA C403.4.3.3 Heat rejection equipment - cooling tower flow tumdown Indicate open -circuit cooling towers with multiple pumps or VSD control are designed so all cells can be run in parallel NA C403.4.2.3.1 Water loop heat pump - deadband Indicate capability of central equipment to provide minimum 20°F water supply temperature deadband between heat rejection and heat addition modes; or exception taken NA C403.4.2.3.2.1 Water loop heat pump - heat rejection equipment, Zone 4 Indicate type of cooling tower (open- or closed-circuit) in equipment schedule; indicate method used to limit system heat loss when heat rejection is not needed NA C403.4.2.3.2.2 Water loop heat pump - heat rejection equipment, Zone 5 For open- or closed-circuit cooling towers, provide a heat exchanger that separates the cooling tower and heat pump loop NA C403.4.2.3.3 Water loop heat pump - isolation valves For hydronic heat pump systems with total system power > 10 hp, indicate 2 -way isolation valves on each heat pump and variable flow system control Dedicated Outdoor Air Systems (DOAS) - Optional through 6/30/16, Prescriptive 7/1/2016 NA C403.6 C403.6.3 Dedicated outdoor air systems For buildings with office, retail, education, library and fire station spaces, identify these spaces on plans; indicate that ventilation air in each occupied space is provided via a DOAS system; or document compliance with C403.6.3 Impracticality; or exception taken (buildings complying with C402.4.1.4 or C406.6 may not utilize exceptions) NA C403.6.1 Energy recovery ventilation with DOAS For all DOAS systems, indicate exhaust air ER method; or exception taken with supporting calculations. Indicate ER rated effectiveness that increases OSA enthalpyb > 50% based on y delta between OSA and retum air enthalpies at design conditions. NA C403.6.2 Heating /tooting system controls with DOAS Indicate equipment associated with the delivery of zone level heating and cooling (fans, hydronic pumps, primary air dampers, etc) are configured to shut off, and central equipment is configured to tum down, when there is no call for heating or cooling in the zone they serve If applying Exception to heating / cooling fans used for air mixing in the space during deadband periods, include fan watts per cfm in equipment schedule 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 10 of 20 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Project Title: King County Metro TIBs Comfort Station Date 11/7/2017 The following information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes NA C402.4.1.4 C403.6 Increased prescriptive maximum vertical fenestration area with DOAS Indicate that all occupied, conditioned spaces are served by a DOAS per C403.6 Additional Efficiency Package Option, Dedicated Outside Air Systems (DOAS) NA C406.6 Building provided with DOAS To comply with additional efficiency package option, indicate that 90% or more of all occupied, conditioned spaces are served by a DOAS per C403.6 Multiple Zone Air Systems NA C403.4.4 Air systems serving multiple zones Identify supply air systems serving multiple zones and the zones they serve on plans indicate whether system is VAV and method of primary air control; or provide supporting documentation for applied exception to VAV NA C403.4.4 VAV systems serving multiple zones Provide equipment schedules on plans or MECH-EQ form that list all VAV air terminals and types For each air terminal include: maximum airflow rates for primary supply air during zone peak heating and zone peak cooling; maximum airflow during reheating, recooling or mixing; minimum airflow rate to maintain required ventilation, and the basis for these values; if IMC or ASHRAE 62.1 multiple zone equation is basis for minimum flow rates, provide calculation on plans NA C403.4.4.1 Single duct VAV terminal units Indicate single duct terminal units are configured to reduce primary supply air before reheating or recooling NA C403.4.4.2 Dual duct systems - terminal units For systems with separate warm air and cool air ducts, indicate terminal units are configured to reduce the flow from one duct to minimum before mixing with air from the other duct NA C403.4.1.1 C403.4.1.2 VAV system static pressure sensors - sensors and DDC set points Indicate locations of duct static pressure sensors on plans; include at least one sensor per major duct branch; verify controller setpoint pressure at each sensor is <_ 1.2 inch w.g. For systems with zone level DDC, indicate controls are configured to monitor zone damper positions and reset static pressure setpoint based on the zone requiring most pressure; include control logic that automatically detects and generates an alarm if any zone excessively drives reset logic, and allows building operators to exclude zones from reset logic NA C403.4.4.3 Multiple -zone VAV system ventilation optimization controls For systems with zone level DDC controls, indicate controls are configured to automatically reduce outdoor airflow in response to changes in system ventilation efficiency; or exception taken NA C403.4.4.4 VAV system supply air reset Indicate controls automatically reset supply air temperature in response to building loads or outdoor air temperature; or exception taken Multiple Zone HVAC Systems, High Efficiency VAV - Required for systems utilizing C403.6 DOAS Exception 2, must complywith all 16 provisions NA C403.7, Item 1 Air economizer Indicate system is configured for 100% air economizer operation and complies with all related economizer requirements per C403.3 (without economizer exceptions) NA C403.7, Item 2 Direct digital controls (DDC) Provide DDC controls for all components of system; identify all DDC system input / output control points; indicate capability for trending and graphical display NA C403.7, Item 3 Outdoor airflow measurement and reduction For systems with minimum OSA > 2,500 cfm, indicate outdoor airflow monitoring station that measures OSA intake under all load conditions; indicate control sequence that increases or reduces system OSA cfm based on VAV terminal feedback of ventilation efficiency (per C403.4.4.3 without exceptions) or DCV (per C403.2.6.2) NA C403.7, Item 4 Supply airflow measurement For systems with minimum OSA > 2,500 cfm, indicate supply airflow monitoring station capable of measuring supply IY air delivered to VAV terminals under all load conditions NAwhichever C403.7, Item 5 Zone isolation and maximum area served Verify maximum area served by a single HEVAV system is 5_ 50,000 sf, or one entire floor, is greater; in addition if a system serves > 25,000 sf, that includes areas that are expected to be occupied non -simultaneously, indicate zone isolation controls per C403.2.4.4 NA C403.7, Item 6 Interior / exterior zone design supply air temperature Verify that VAV terminals serving interior cooling driven loads are sized per design supply air temperature that is 5°F higher than VAV terminals serving exterior zones NA C403.7, Item 7 Maximum air terminal inlet velocity Identify air terminals with minimum primary airflow setpoints > 50% of maximum setpoint in equipment schedule or MECH-EQ form; indicate air terminal inlet velocity does not exceed 900 fpm NA C403.7, Item 8 Sequence of operation Indicate DDC system sequences of operation are designed and configured per ASHRAE GPC 36 NA C403.7, Item 9 Maximum allowable system brake horsepower Verify fan system bhp is <_ 90% of the bhp limit per Option 2 equation in Table C403.2:,11.1(1), provide MECH-FANSYS form for each system NA C403.7, Item 10 Fan -powered terminal unit motor and control Indicate all series and parallel terminal fans have electronically commutated motors; indicate DDC control system is configured to vary air terminal fan speed as a function of the load; indicate fan speed during periods of low heating, low cooling, or ventilation only is 5 66% of peak design air flow or provide supporting documentation for applied exception 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 11 of 20 Mechanical Permit Plans Checklist MECH-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Project Title: King County Metro TIBs Comfort Station Date 11/7/2017 The following, information is necessary to check a permit application for compliance with the mechanical systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes NA C403.7, Item 11 Application of single duct and fan -powered terminal units Indicate VAV terminal types on plans; verify fan -powered terminal units only serve perimeter zones with envelope loads; verify all other zones are served by single duct terminal units NA C403.7, Item 12 Fan -powered terminal unit primary air reset Indicate DDC controls are configured to automatically reset the primary supply air cfm setpoint of all fan -powered terminal units to the minimum required to maintain ventilation during occupied heating or deadband, based upon the VAV air handling unit OSA ventilation fraction NA C403.7, Item 13 High occupancy space controls For spaces > 150 sf with occupant density 2 25 people / 1000 sf, indicate space is served by a dedicated terminal unit with DCV control that resets terminal unit ventilation setpoint;zalso indicate occupancy sensor control that automatically reduces minimum ventilation ta.zero and sets back room heating and cooling setpoints by >_ 5°F NA C403.7, Item 14 Dedicated HVAC systems For server, electronic equipment, telecom or similar spaces with cooling loads > 5 Wlsf, indicate spaces are served by independent HVAC systems that are separate from HPVAV systems serving rest of building; indicate dedicated HVAC systems have air economizer controls or energy recovery per C403.3 Exception 9 NA C403.7, Item 15 Central plant efficiency Indicate whether systems are served by a high efficiency heating water plant, or a high efficiency chilled water plant If complying via high efficiency heating water plant: Indicate all VAV terminals have hydronic heating coils served by heating water system with either gas-fired boiler(s) with thermal efficiency >_ 90%, air -to -water heat pumps, or heat recovery chillers If complying via high efficiency chilled water plant: Indicate all VAV air handlers have tooling coils served by chillers with rated IPLV efficiency that exceeds WSEC listed IPLV by at least 25% per Table C403.2.3(7) (note water-cooled IPLV is max, all others are min); indicate smallest chiller or compressor in plant is <_ 20% of total plant capacity, or provide thermal storage sized for a 20% of total plant capacity NA C403.7, Item 16 Fault detection and diagnostics Indicate DDC system includes a fault detection and diagnostics (FDD) system configured to monitor operation and provide fault reporting of required parameters for all VAV air handlers and VAV air terminal units in the HPVAV system HVAC Equipment Energy Use Metering NA C409.3.1 HVAC equipment energy use metering For new buildings > 50,000 sf and building additions > 25,000 sf, verify energy use metering of all equipment used to provide space heating and cooling, dehumidification and ventilation will be provided per C409; indicate equipment eligible for exception Documentation and System Specific Requirement To Support Commissioning NA C408.2 Scope of mechanical systems commissioning Indicate that all mechanical systems, equipment, and controls for which the WSEC requires control functions and / or configuration to perform specific functions are required to be commissioned; For buildings with z 240,000 Btu/h total output cooling capacity or z 300,000 Btu/h total output heating capacity, indicate that all mechanical systems regardless of individual capacity are required to be commissioned; or provide building heating / cooling capacity calculation demonstrating eligibility for exception NA C403.2.10 C408.1.1 C408.1.2 C408.1.4.2 C103.6 Commissioning requirements in construction documents Indicate in plans and specifications that Cx per C408 is required for all applicable mechanical systems; Include general summary with at a minimum of Items 1 thru 4 of the Cx plan per C403.1.2 including: narrative description of activities, responsibilities of the Cx team, schedule of activities including verification of project close out documentation per C103.6, and conflict of interest plan (if required); Include in general summary that a Cx project report or Compliance Checklist (Figure C408.1.4.2) shall be completed by the Certified Cx Professional and provided to the owner prior to the final mechanical inspection. NA C408.2.2 Air system and hydronic system balancing Indicate in plans that air and fluid flow rates shall be tested and balanced within the tolerances defined in the specifications; indicate systems shall be balanced in a manner to first minimize throttling losses, then adjusted to meet design flow conditions NA C408.2.2.1 Air system balancing devices Indicate devices that provide the capability to balance all supply air outlets, zone terminals and air handling equipment requiring system balancing NA C408.2.2.2 Hydronic system balancing devices Indicate devices that provide the capability to isolate, balance and measure flow across all hydronic equipment requiring system balancing including heating and cooling coils and pumps NA C408.2.3 Functional performance testing criteria Identify in plans and specifications the intended operation of all equipment and controls during all modes of operation, including interfacing between new and existing -to -remain systems Project Close Out Documentation Yes C103.6 Documentation and project close out submittal requirements Indicate in plans that project close out documentation and training of building operations personnel is required for all mechanical components, equipment and systems governed by this code; indicate close out documentation shall include: record documents, O&M manuals, applicable WSEC compliance forms and calculations M0.01 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 12 of 20 Service Water Heating Permit Plans Checklist SWH-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised January 2017 Project Title: King County Metro TIBs Comfort Station Date 11/7/2017. The following information is necessary to check a permit application for compliance with the mechanicial systems and equipment requirements of the Washington State Energy Code, Commercial Provisions. Applicable (yes,no,na) Code Section Code Provision Information Required - Must be in permit documents Location in Documents Building Department Notes Equipment - Sizing, Performance and Type Yes C404.2 1 SWH equipment type and efficiency Provide equipment schedule on plans indicating type and capacity; indicate efficiency complies with required federal standard M0.01 NA C404.2.1 High input -rated SWH systems For individual SWH equipment serving an entire building with >_ 1,000,000 Btu/h capacity, indicate thermal efficiency z 90%; or exception taken For buildings with aggregate capacity of all SHW equipment z 1,000,000 Btu/h (exclude < 100,000 Btu/h equipment from threshold calculation), indicate average capacity weighted thermal efficiency 2 90%; or exception taken If applying Exception 1 for site -solar or site -recovered energy, provide calculations and source of annual service water heating energy use estimate NA C404.4 Heat traps Indicate piping connected to equipment have heat traps on supply and discharge NA C404.5 Insulation under electric water heater For electric water heaters located in unconditioned spaces or on concrete floors, indicate R-10 insulation under equipment Piping Systems NA C404.6 Insulation of piping Indicate thickness of piping insulation on plans per Table C403.2.9; verify insulation is provided - from the water heater to the final fixture in a line, from the inlet / outlet piping at water heater to heat trap (up to 8 feet), and on piping that is heat traced; note exceptions taken Yes C404.3 Efficient SWH supply piping Indicate method of compliance on plans for all piping runs connecting service hot water source to hot water fixture (maximum pipe length or maximum pipe volume method per Table C404.3.1); provide calculations for all piping runs documenting the total length and / or volume M1.03 Service Water Heating System Controls NA C404.7.1 C404.8 Heated -water circulating systems For circulation systems with dedicated return piping, indicate controls are configured to automatically start pump based on demand for hot water and shut-off pump when there is no demand and when the desired water temperature is met For circulation systems with cold water supply piping serving as the return, indicate controls are configured to automatically start pump based on demand for hot water and shut-off pump when there is no demand, or when temperature of water entering the cold water supply pipe is 5 104°F NA C404.7.2 Heat trace system controls For heat trace systems provided to maintain temperature of service hot water in piping, indicate controls are configured to de -energize system when there is no demand for hot water and when the desired water temperature is met NA C404.7.3 Controls for hot water storage For systems with separate water heater and storage tank, indicate controls are configured to limit operation time of pump after end of heating cycle to s 5 minutes NA C403.2.13 C403.4.2.7 Variable flow control - pumps For SWH, pool / spa and pressure boosting pump motors z 7.5 hp, indicate method of variable flow control (VSD or equivalent method that requires z 30% design wattage at 50% design fluid flow); note exception taken Identify basis of pump speed control (differential or static pressure setpoint, pressure, zone load demand, etc) Pools and Permanent Spas - Equipment and Controls (Sections are under C404.11) NA C404.10.1 Pool heating equipment efficiency Provide equipment schedule on plans indicating type and capacity for all pool heating equipment; indicate efficiency complies with required federal standard; for heat pump water heaters indicate COP 2 4 NA C403.2.13 Variableuflow control - Refer to Service Water Heating System Controls NA C404.10.1 C404.10.2 Pool heater on / off controls Indicate automatic on / off control based on scheduling and readily accessible on / off switch on heater that operates independent of thermostat setting; note exceptions taken NA C404.10.3 Pool covers For all pools and in -ground permanent spas, indicate a vapor retardant cover on plans For all pools and in -ground spas heated to > 90°F, indicate cover shall include insulation z R- 12 NA C404.10.3 Pool assembly insulation For all pools and in -ground spas heated to > 90°F, Indicate on plans that sides and bottom are provided with insulation z R-12 NA C404.12 Energy consumption of portable spas Indicate portable spa complies with Association of Pool and Spa Professionals APSP-14 2015 Washington State Energy Code Compliance Forms for Commercial, R2 and R3 over 3 stories and all R1 - Page 13 of 20 Energy Recovery (ER) Systems - Service Water Heating and Pool Systems NA C404.10.4 (Section under C404.11) Pools and permanent spas exhaust systems (energy recovery) For buildings with pools or permanent spas with water surface area > 200 sf, indicate exhaust air ER method and use of waste heat (preheat ventilation air, pool water or service hot water); or exception taken Indicate ER system has the rated effectiveness and is configured to decrease the exhaust air temperature at design conditions by z 36°F NA C403.5.3 Energy recovery - cooler / freezer condensers For buildings with food service, meat or deli departments that have >_ 500,000 Btu/h of remote refrigeration capacity for coolers / freezers, indicate 4 condenser ER will be used to pre -heat service water For buildings with z 40,000 sf conditioned floor area and with z 1,000,000 Btu/h of remote refrigeration capacity for coolers / freezers, indicate if condenser ER will be used to pre -heat service water NA C403.5.4 Energy recovery - condenser systems For buildings with 24-hour operation and > 1,500,000 Btu/h of heat rejection capacity and design SWH load > 250,000 Btu/h, indicate condenser ER to pre -heat service water; or exception taken. Provide calculations showing the amount of recovered heat that is utilized (60% of peak heat rejection load or pre -heat service water to 85°F). NA C404.10 Drain water heat recovery units For systems incorporating drain water ER, indicate system design complies with CSA B55.2 (or CSA 55.1 for Group R); indicate potable waterside pressure loss at design flow is < 10 psi Service Water Heating Energy Use Metering NA C404.9 SWH energy usage in dwelling units For Group R-2 multi -family buildings with central SWH systems, provide metering of hot water energy usage per dwelling unit; indicate metering and data reporting method NA C409.3.2 SWH equipment energy use metering For new buildings > 50,000 sf and building additions > 25,000 sf, with total SWH equipment capacity 2 50 kW (> 170,600 Btu/h), verfiy energy use metering of all SWH equipment will be provided per C409 Additional Efficiency Package Option, Reduced Energy Use In Service Water Heating - Must comply with both provisions to be eligible NA C406.7.1 Eligible building type To comply with additional efficiency package option, verify that 90% of the conditioned floor area of the building is one or more of the occupancies identified in this section, OR; Provide whole building energy analysis per C407 that demonstrates the SWH load in the building is z 10% of total building energy loads NA C406.7.2 C403.5.4 Load fraction To comply with additional efficiency package option, provide documentation that verifies 2 60% of building annual SWH energy is provided by high efficiency sources (heat pump water heater with COP z 3, waste heat recovery, solar water -heating system); For buildings with 24-hour operation and with > 1,500,000 Btu/h of heat rejection capacity and design service hot water load > 250,000 Btu/h (per C403.5.4); provide documentation that verifies z 100% of building annual SWH energy is provided by condenser energy recovery or other high efficiency source Documentation and Specific System Requirements to Supporting Commissioning NA C408.4 Scope of service water heating systems commissioning Indicate that all SWH equipment and controls for which the WSEC requires control functions and / or configuration to perform specific functions are required to be commissioned;+D7 For buildings where the largest SWH system has ? 200,000 Btu/h total output capacity, indicate that all SWH systems regardless of individual capacity are required to be commissioned. NA C408.4.1.3 Scope of pool and permanent spa systems commissioning Indicate that all pool and permanent spa water heating systems regardless of individual capacity are required to be commissioned; Indicate that energy recovery equipment that heats pool water regardless of capacity is required to be commissioned; Identify all pool heating and energy recovery equipment and controls that the WSEC defines as being capable of and / or configured to perform specific functions. NA C404.13 C408.1.1 C408.1.2 C408.1.4.2 C103.6 Commissioning requirements in construction documents Indicate in plans and specifications that Cx per C408 is required for all applicable service water heating systems; Include general summary with at a minimum of Items 1 thru 4 of the Cx plan per C408.1.2 including: narrative description of activites, responsibilities of the Cx team, schedule of activities including verification of project close out documentation per C103.6, and conflict of interest plan (if required); Include in general summary that a Cx project report or Compliance Checklist (Figure C408.1.4.2) shall be completed by the Certified Cx Professional and provided to the owner prior to the final mechanical inspection. Yes C408.4.1 Functional performance testing criteria Identify in plans and specifications the intended operation of all equipment and controls during all modes of operation, including interfacing between new and existing -to -remain systems M0.01 Project Close Out Documentation Yes C103.6 Documentation and project close out submittal requirements Indicate in plans that project close out documentation and training of building operations personnel is required for all SWH components, equipment and systems governed by this code; indicate close out documentation shall include: record documents, O&M manuals, applicable WSEC compliance forms and calculations M0.01 Tukwila lnternation BLVD. Station HVAC Load Analysis for RECEIVED CITY OF TliK WI!,.A NOV 15 11 PERMIT CEIVTER CHVACOCMAMMAL, HVAC LOADS REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2011 City of Tukwila BUILDING DIVISION Prepared By: Tres West Engineers, Inc. 2702 South 42nd St Tacoma, WA, 98409 253-472-3300 Tuesday, November 7, 2017 P:\ ...\loads.CHV Tuesday, November 7, 2017, 10:09 AM Chvac - Full Commercial HVAC Loads Calculation,Program _ Elite Software Development, Inc. Tres West Engineers _ 'Tukwila Internation BLVD. Station Tacoma WA 98409-7315 �' -' '- , Page 2. Building Summary Loads Building peaks in August at 5pm. Bldg Load T LDescriptions L AreaSen :i %Tot Lat Sen -Net Quan Loss; Loss_ Gain Gain_, Gain %Net Gain _ Roof 58 77 1.31 0 32 32 1.96 Wall 461 2,347 40.07 0 604 604 37.53 Glass 0 0 0.00 0 0 0 0.00 Floor Slab 29 789 13.48 0 0 0 0.00 Skin Loads 3,213 54.86 0 635 635 39.49 Lighting 100 0 0.00 0 341 341 21.21 Equipment 0 0 0.00 0 0 0 0.00 People 0 0 0.00 0 0 0 0.00 Partition 0 0 0.00 0 0 0 0.00 Cool. Pret. 0 0 0.00 0 0 0 0.00 Heat Pret. 0 0 0.00 0 0 0 0.00 Cool. Vent. 50 0 0.00 346 220 566 35.17 Heat. Vent. 50 2,644 45.14 0 0 0 0.00 Cool. !rift'. 0 0 0.00 0 0 0 0.00 Heat. Infil. 0 0 0.00 0 0 0 0.00 Draw-Thru Fan 0 0 0.00 0 0 0 0.00 Blow-Thru Fan 0 0 0.00 0 66 66 4.13 Reserve Cap. 0 0 0.00 0 0 0 0.00 Reheat Cap. 0 0 0.00 0 0 0 0.00 Supply Duct 0 0 0.00 0 0 0 0.00 Return Duct 0 0 0.00 0 0 0 0.00 Misc. Supply 0 0 0.00 0 0 0 0.00 Misc. Return 0 0 0.00 0 0 0 0.00 Building Totals 5,857 100.00 346 1,263 1,609 100.00 Building ' Summary Sen %Tot Loss Loss Lat ., Sen Gain '! Gain I Net%Net' I Gain I Gain Ventilation 2,644 45.14 346 220 566 35.17 Infiltration 0 0.00 0 0 0 0.00 Pretreated Air 0 0.00 0 0 0 0.00 Zone Loads 3,213 54.86 0 976 976 60.70 Plenum Loads 0 0.00 0 0 0 0.00 Fan/Duct/Misc Loads 0 0.00 0 66 66 4.13 Building Totals 5,857 100.00 346 1,263 1,609 100.00 Check Figures Total Building Supply Air (based on a 19° TD): 52 CFM Total Building Vent. Air (96.82% of Supply): 50 CFM Total Conditioned Air Space: 58 Sq.ft Supply Air Per Unit Area: 0.8904 CFM/Sq.ft Area Per Cooling Capacity: 432.7 Sq.ft/Ton Cooling Capacity Per Area: 0.0023 Tons/Sq.ft Heating Capacity Per Area: 100.99 Btuh/Sq.ft Total Heating Required With Outside Air: 5,857 Btuh Total Cooling Required With Outside Air: 0.13 Tons P:\ ...\loads.CHV Tuesday, November 7, 2017, 10:09 AM Chvac - Full Commerclal HVAC Loads Calculation Program Tres West Engineers' Tacoma, WA 98409-731: Elite Software Development, Inc. �ukwila.lnternatibn BLVD.' Station Page 3 Air Handler #1 - Unit Heater - Summary Loads 1 Bathroom 8pm August 58 3,213 1,078 0 Direct Direct 0 149 52 0 50 50 870 2.57 0.89 0 50 50 Zone Peak Totals: 58 3,213 1,078 0 Total Zones: 1 0 149 52 0 50 50 Unique Zones: 1 870 2.57 0.89 0 50 50 P:\ ...\loads.CHV Tuesday, November 7, 2017, 10:09 AM 01/4 P:\ ...\loads.CHV Tuesday, November 7, 2017, 10:09 AM Chvac - Full Commercial HVAC Loa_ ds_ Calculation lculation Program Tres West EngineersTukwila Tacoma, WA 98409-7315 t _ Elite Software Development, Inc. Internation BLVD. Station ` ' Page 4 Air Handler #1 -: Unit: Heater - Total Load Summary Air Handler Description: Unit Heater Constant Volume - Sum of Peaks Supply Air Fan: Blow-Thru with program estimated horsepower of 0.03 HP Fan Input: 62% motor and fan efficiency with 2 in. water across the fan Sensible Heat Ratio: 1.00 --- This system occurs 1 time(s) in the building. --- Air System Peak Time: 5pm in August. Outdoor Conditions: CIg: 79° DB, 66° WB, 75.52 grains, Htg: 26° DB Indoor Conditions: CIg: 75° DB, 50% RH, Htg: 75° DB Summer: Ventilation controls outside air, Winter: Ventilation controls outside air. Zone Space sensible loss: 3,213 Btuh Infiltration sensible loss: 0 Btuh 0 CFM Outside Air sensible loss: 2,644 Btuh 50 CFM Supply Duct sensible loss: 0 Btuh Return Duct sensible loss: 0 Btuh Return Plenum sensible loss: 0 Btuh Total System sensible loss: 5,857 Btuh Heating Supply Air: 3,213 / (.999 X 1.08 X 20) = 149 CFM Winter Vent Outside Air (33.6% of supply) = 50 CFM Zone space sensible gain: 976 Btuh Infiltration sensible gain: 0 Btuh Draw-thru fan sensible gain: 0 Btuh Supply duct sensible gain: 0 Btuh Reserve sensible gain: 0 Btuh Total sensible gain on supply side of coil: 976 Btuh Cooling Supply Air: 1,078 / (.999 X 1.1 X 19) = 52 CFM Summer Vent Outside Air (96.8% of supply) = 50 CFM Return duct sensible gain: 0 Btuh Return plenum sensible gain: 0 Btuh Outside air sensible gain: 220 Btuh 50 CFM Blow-thru fan sensible gain: 66 Btuh Total sensible gain on return side of coil: 286 Btuh Total sensible gain on air handling system: 1,263 Btuh Zone space latent gain: 0 Btuh Infiltration latent gain: 0 Btuh Outside air latent gain: 346 Btuh Total latent gain on air handling system: 346 Btuh Total system sensible and latent gain: 1,609 Btuh liCheckaFigures { 4� ` �� Wit= Total Air Handler Supply Air (based on a 19° TD): 52 CFM Total Air Handler Vent. Air (96.82% of Supply): 50 CFM Total Conditioned Air Space: 58 Sq.ft Supply Air Per Unit Area: 0.8904 CFM/Sq.ft Area Per Cooling Capacity: 432.7 Sq.ft/Ton Cooling Capacity Per Area: 0.0023 Tons/Sq.ft Heating Capacity Per Area: 100.99 Btuh/Sq.ft Total Heating Required With Outside Air: 5,857 Btuh Total Cooling Required With Outside Air: 0.13 Tons P:\ ...\loads.CHV Tuesday, November 7, 2017, 10:09 AM Lighting Summary LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write - protected. Project Title: TIBS PACK AND RIDE - DRIVER COMFORT STATION Date vIE�1l'U�Egb0017 r �eg,� Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. iF p �t C C,�MF'L�lIVCE R APPROVED DECCly 0 8 2017 • City of Tukwila Company Name: King County - TIBS Driver Comfort Station Company Address: TUKWILA INTERNATIONAL BLVD STATION - TUKWILA, WA Applicant Name: Tres West Engineers Applicant Phone: 253-472-3300 Applicant Email: bcy@treswest.com Project Description ✓ New Building ❑ Addition ❑ Alt r JILDING ®IV l d d Include PROJ-SUM form (included in envelope forms workbook wilighting complliance forms. Building Additions ` Refer to Section C502.2.6 requirements. for additional -,,, { Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable111 provisions as a stand alone new construction project ❑ Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance ❑ ❑ Addition is combined with existing: For interior lighting projects, include new + existing interior lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. For exterior lighting projects, include new + existing exterior lighting Tradable and Proposed Non -Tradable Lighting Wattage tables fixture wattage in fixture wattage in LTG -EXT form. Proposed Lighting in Proposed Interior and Exterior Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project. If project includes a combination of spaces where less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the fixtures are replaced in others, then provide separate lighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. Refer to Section C503.6 for additional requirements. All alteration lighti!Qq s shall be commissioned pei� u E d CITY OF TUKWILA NOV 1 5 2017 PERMIT CENTER ❑ No changes are being made to the interior or exterior lighting systems and existing space uses and configuration are not changed. Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced ❑ ❑ ❑ Less than 50% of existing are replaced ❑ ❑ iii Lamp and/or ballast replacement only — existing total wattage not increased ❑ ❑ - ❑ 50% or more replaced - Total lighting power of new + existing LPA per Sections C405.4.2 and C405.5.2. Include new + existing Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG Less than 50% replaced - Total lighting power of new + existing total lighting power prior to alteration. Include new + existing -to Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT 50% threshold applies to number of luminaires for interior spaces installed wattage for exterior luminaires. -to -remain fixtures shall comply with total -to -remain fixtures in Proposed -EXT form. -to -remain fixtures shall not exceed the -remain fixtures in the Proposed Lighting form. and parking garages, and total Lighting Controls Interior lighting Parking garage Exterior lighting New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) .1 ❑ ✓ New or moved lighting panel ✓ ❑ ❑ Interior space is reconfigured - luminaires unchanged or relocated only New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. Change of Space Use ❑ Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. Lighting Summary, cont. LGT-SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: - TIBS PACK AND RIDE - DRIVER COMFORT STATION Date 11/10/2017 Interior Lighting System Description Interior Lighting Power Allowance Method - • - ❑ Space -by -space Method J Building Area Method Select method used in project. Interior Lighting Controls ❑✓ All C405.2.1 - C405.2.8 Controls ❑ Additional Efficiency Package Option C406.4 Enhanced digital lighting controls To comply with C406.4, no less than 90% of the total required controls per C406.4. . C405.2 Exception 5 Luminaire Level Lighting Control (LLLC) installed interior lighting power shall comply with the Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply with: QQ 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA Q C406.3 High Efficacy Lighting 0 Exterior Lighting System Description interior Lighting - Building Area Method LTG -INT -BLD 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: TIBS PACK AND RIDE - DRIVER COMFORT STATION Date 11/10/2017 Calculation Area NOTE 8 ® Q Addition - O Addition stand alone + existing O Spaces where < 50% of O Spaces where 2 50% of Q luminaires are replaced luminaires are replaced For Building Department Use LPA Calculation Type 0 Standard Q Additional Efficiency Package Option Q C406.3 Reduced Interior Lighting Power To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. Maximum Allowed Lighting Wattage NOTE 1 Building Area Location (plan #, room #, or ALL) Area Description Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) Retail SHEET E 1.02 DRIVER COMFORT STATION 43 1.01 44 Total 43 Proposed Lighting Wattage Building Area Location (plan #, room #) Fixture Description NOTE 2, s, a, 6 Number of Fixtures Watts per Fixture NOTE 6 Watts Proposed Retail SHEET E 1.02 TYPE'WI' - INTERIOR LED WALL PACK 2 8 16 Compliance by Building Area NOTE' Building Area Warnings Total Allowed Watts Total Proposed Watts Interior Lighting Power Allowance Retail Confirm all fixtures are reported under proposed lighting - low watts relative to maximum allowed. 44 16 COMPLIES Note 1 - List all unique building areas per Table C405.4.2(1) that occur in the project scope. Select building area category from drop down menu. Note 2 - Proposed fixtures must be listed in the building area in which they occur. List all proposed lighting fixtures includirg exempt lighting equipment and existing -to -remain fixtures. Note 3 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast informatbn. Note 4 - For lighting equipment eligible for exemption per C405.4.1, note exceptipn number and leave Watts/Fixture blank. Note 5 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures Identify as existing in fixture description. Note 6 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/busway systems, enter the larger of the attached luminaire wattage or 50 watts/lineal foot, or enter the wattage limit of permanent current limiting device. Totals 44 16 Note / - rroposed Wattage for each building Area type shall not exceed the Allowed Wattage for that building Area type. I radingwattage. between Building Area types is not allowed under the Building Area Method compliance path. Note 8 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existhg building lighting systems to demonstrate compliance. Refer to C502.1. b. For alterations and building additions, provide Building Area types and gross interior areas in the Maximum Alowed Lighting Wattage table. If a building addition will comply as combined with the overall existing builidng lighting systems, include all applicable existing Building Area types and gross interior areas. c. If less than 50% of existing lighting fixtures will be replaced, use LTG -INT -SPACE form to document compliance. Exterior Lighting LTG -EXT 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: TIBS PACK AND RIDE - DRIVER COMFORT STATION Date 11/10/2017 Exterior Lighting Zone Table C405.5.2(1) Specified by jurisdiction. ® Zone 1 Q Zone 2 Q Zone 3 0 Zone 4 Zone selection required to enable LTG -EXT form For Building Department Use Calculation Area 0 Q Addition - Q Addition stand alone + existing Q Alteration with < 50% Q Alteration with z 50% ext. ext. wattage replaced wattage replaced Building Grounds Applies to luminaires > 100 Watts ❑ Efficacy> 80 lumens/watt ❑ Exemption ❑ Controlled by motion sensor 25 Tradable Maximum Allowed Lighting Wattage NOTE 1 Base Site Allowance: 500 Tradable Surfaces Surface Description Area (ft`), perimeter (If) or # of items Allowed Watts per ft2 or per If Allowed Watts x ft2 (or x If) Main Entry Door WALL MOUNTED 30 20W/LF door 600 Total Allowed Tradable + Site Allowance Watts: 1100 radable Proposed Lighting Wattage Tradable Surface Fixture Description NOTE s, a Number of Fixtures Watts per Fixture NOTE 5 Watts Proposed Main Entry Door TYPE 'WO' EXTERIOR WALLPACK 1 25 25 Total proposed tradable watts may not exceed the sum of total allowed tradable Total Proposed Tradable Watts: watts plus the base site allowance. Any base site allowance not needed to make 25 tradable watts comply can be applied to individual non -tradable categories. Non -Tradable Maximum Allowed Lighting Wattage "'' Site Allowance Remaining: 500 Non -Tradable Surfaces Surface Description Area (ft2), perimeter (If) or # of items Allowed Watts per ft2 or per If Allowed Watts x ft2 (or x If) Non -Tradable Proposed Lighting Wattage Non -Tradable Surface Fixture Description NOTE s, a Number of Fixtures Watts per Fixture NOTE 5 Watts Proposed Non -tradable proposed watts may not exceed allowed watts for any individual surface unless the total excess watts for all non -tradable surfaces are less than the remaining site allowance. Non -Tradable Watts Exceeding LPA: 0 Remaining Site Allowance: 500 Exterior Lighting COMPLIES WITH MAX. ALLOWANCE Note 1 - List all unique exterior sufaces per Table C405.5.2(2) that occur in the project scope. Select exterior surface categories from drop down menu. Note 2 - List all proposed lighting fixtures including existing -to -remain fixtures. Note 3 - For proposed Fixture Description, indicate fixture type, lamp type, number of lamps in the fixture, and ballast type (if applicable). Note 4 - Existing -to -remain fixtures shall be included in the Tradable and Non -Tradable Proposed Lighting Wattage tables in the same manner as new fixtures. Identify as existing in fixture description. Note 5 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. Lighting, Motor, and Electrical Permit Checklist, Pg. 1 LTG -CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: TIBS PACK AND RIDE - DRIVER COMFORT STATION Date 11/10/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electricalrequirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes LIGHTING CONTROLS Yes C405.2 Lighting controls, general For all lighting fixtures, indicate lighting control method on plans for spaces and lighting zone(s) served, or exception taken SHEET E1.02 NA C405.2 Luminaire level lighting controls (LLLC) Indicate on plans all fixtures provided with LLLC in lieu of C405.2 lighting controls; provide description of control capabilities and performance parameters No C405.1 Lighting in dwelling units For permanently installed lighting fixtures in dwelling units, indicate lighting control method on plans for spaces and lighting zone(s) served, or demonstrate compliance with high efficacy exception Yes C405.2.3 C405.2.1.1 C405.2.2.2 C405.2.4 C405.2.5 Manual controls Indicate on plans the method of manual lighting control (whether combined with occupancy sensor, automatic light reduction, daylight responsive or specific application controls), location of manual control device and area or specifice application it serves SHEET E1.02 No C405.2.2.1 C405.2.2.2 C405.2.3 Manual interior lighting controls Indicate on plans which method of manual 50% lighting load reduction is provided, or whether lighting load is reduced via occupancy sensors or daylight responsive controls No C405.2.2 Method of automatic shut-off control Indicate on plans the method of automatic shut-off control during unoccupied periods (occupancy sensor or time switch) for all lighting zones; Indicate locations where automatic shutoff is provided by other methods (occupancy sensor or digital timer switch) or which time switch control exception applies Yes C405.2.1 C405.2.1.1 Occupancy sensor controls Indicate on plans the spaces served by occupancy sensors; SHEET E1.02 & E6.01 Indicate whether occupancy sensor controls are configured to be manual -on, automatic 50% -on, or serve a space eligible for automatic 100% -on per exception NA C405.2.1.2 Occupancy sensor controls - warehouses Indicate aisleways and open areas in warehouse spaces provided with occupancy sensor controls that reduce lighting power by 50% No C405.2.6 Digital timer switch Indicate required digital timer switch control function when control is used No C405.2.2.1 Automatic time switch controls Indicate locations of override switches on plans and the lighting zone(s) served, include area sq. ft. No C405.2.4.2 C405.2.4.3 Daylight zones - Sidelight and toplight Indicate primary and secondary sidelight daylight zone areas on plans, include sq. ft.; Indicate toplight daylight zone areas on plans, include sq. ft.; For small vertical fenestration assemblies (rough opening less than 10 percent of primary daylight zone) where daylight responsive controls are not required, provide fenestration area to daylight zone calculation(s) No C405.2.4 Daylight responsive controls Indicate on plans lighting zone(s) served by daylight responsive controls; Identify sidelight and toplight daylight zones that are not provided with daylight sensing controls and the exception(s) that apply; Indicate on plans the lighting load reduction method - continuous dimming, or stepped dimming that provides at least two even steps between 0%-100% of rated power; Indicate that daylight sensing controls are configured to completely shut off all controlled lights in the lighting zone No C405.2.5 Additional controls Specific application lighting controls Identify spaces and lighting fixtures on plans that require specific application lighting controls per this section No C405.2.5 - Items 1&2 Display and accent lighting Indicate on plans that display and accent lighting, and display case lighting are controlled independently from both general area lighting and other lighting applications within the same space; Indicate manual and automatic lighting control method ighting, Motor, and Electrical Permit Checklist, Pg. 2 LTG-CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: TIBS PACK AND RIDE - DRIVER COMFORT STATION Date 11/10/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electricalrequirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes NA 0405.2.5 - Item 3 Hotel/motel guest rooms Indicate method of automatic control - vacancy or captive key control of all installed luminaires and switched receptacles in guest room NAcontrol C405.2.5 - Item 4 Supplemental task lighting Indicate method and location of automatic shut-off vacancy for supplemental task lighting, including under-shelf or under-cabinet lighting NA 0405.2.5 - Item 5 Lighting for non- visual applications Indicate on plans eligible non-visual lighting applications, include sq. ft. area of each lighting control zone; Indicate on plans that non-visual lighting are controlled independently from both general area lighting and other lighting applications within the same space; Indicate method of manual lighting control and applicable automatic lighting control NA C405.2.5 - Item 6 Lighting equipment for sale or demonstration Indicate on plans that lighting equipment for sale or demonstration are controlled independently from both general area lighting and other lighting applications within the same space; Indicate method of manual lighting control and applicable automatic lighting control Yes C405.2.5 - Item 7 Means of egress lighting Identify on plans egress fixtures that function as both normal and emergency means of egress illumination; SHEET E1.02 Provide calculation of lighting power density of total egress lighting; If total egress lighting g power density is greater than 0.02 W/sq. ft., indicate on plans egress fixtures requiring automatic shut-off during unoccupied periods; Indicate method of automatic shut-off control Yes C405.2.7 Exterior lighting controls Indicate on exterior lighting plans and fixture schedules the automatic lighting control method, control sequence, and locations served; For building facade and landscape lighting, indicate automatic controls shut off lighting as a function of dawn/dusk and fixed opening/closing time; SHEE1 E1.02 & E6.01 For all other exierior lighting, indicate automatic controls shut off lighting as a function of available daylight; include control sequence that also reduces lighting power by at least 30% between 12am-6am, or from 1 hour after closing to 1 hour before opening, or based upon motion sensor NA C405.5.1 Exterior building grounds lighting controls For building grounds fixtures greater than 100 watts, indicate on plans whether fixtures have efficacy greater than 80 lumens or; are controlled by motion sensor, or are exempt lighting per C405.5.2 - NA C405.2.5 Area controls - Master control switches and circuit power limit Indicate location(s) of master control switch(es) intended to control multiple independent switches; circuit breaker may not be used as a master control switch; Verify that no 20 amp circuit controlled by a single switch or automatic control is loaded beyond 80% NA C406.4 Enhanced digital lighting controls To comply with additional efficiency package option, indicate on plans all interior lighting fixtures that are individually addressed and provided with continuous dimming, or exception taken; Include calculation of percent total installed interior lighting power that is configured with required enhanced lighting control functions (min 90% to comply with additional efficiency package option) NAper C405.13 C408.3 Lighting system functional testing If claiming lighting system commissioning exemption provide supporting calculation; Identify applicable commissioning documentation requirements Section C408 or eligibility for exception; Provide written procedures for functional testing of all automatic controls and describe the expected system response Lighting, Motor, and Electrical Permit Checklist, Pg. 3 LTG -CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August.2016 Project Title: TIBS PACK AND RIDE - DRIVER COMFORT STATION Date 11/10/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electricalrequirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes INTERIOR LIGHTING POWER & EFFICACY Yes C405.4.1 C405.4.1 C405.4.2 Total connected interior lighting g g power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; SHEET E1.02 Identify spaces eligible for lighting power exemption on plans and in compliance forms; indicate the exception applied; Identify lighting equipment eligible for lighting power exemption in fixture schedule and in compliance forms; indicate the exception applied; SHEET E1.02 Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently SHEET E1.02 NA C405.3 Exit signs Indicate location of exit signs on plans and rated watts per fixture in lighting fixture schedule (maximum 5 watts per fixture) NA C405.1 Lighting in dwelling units - lamp efficacy If high efficacy exception is applied to permanently installed lighting fixtures in dwelling units, indicate in lighting fixture schedule if lamps in fixtures are high efficacy per R404.1. Calculate percentage of fixtures with high efficacy lamps in project (min 75% to comply with exception). NA C406.3 Reduced lighting power density - dwelling unit lamp efficacy For project with dwelling units, to comply with additional efficiency package option indicate in lighting fixture schedule if lamps in fixtures have efficacy rating of 60 lumens per watt or more. Calculate percentage of fixtures with lamps that have this efficacy rating (min 95% to comply with option). Lighting Power Calculation - Indicate compliance path taken Yes C405.4.2.1 Building Area Method Complete required compliance forms — proposed wattage per building area does not exceed maximum allowed wattage per building area. Identify locations of building areas on plans SHEET E1.02 No C405.4.2.2 Space -By -Space Method Complete required compliance forms — total proposed wattage does not exceed maximum allowed wattage. Identify locations of space types on plans, including retail display areas, lobby art & exhibit display areas, and ceiling heights as applicable NA C406.3 Reduced lighting power density To comply with additional efficiency package option, demonstrate in compliance forms that total connected interior lighting wattage is 75% less than the total maximum allowed lighting wattage via Building Area Method or Space -By -Space Method EXTERIOR LIGHTING POWER & EFFICACY NA C405.5.2 Total connected exterior lighting power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; Identify exterior applications eligible for lighting power exemption on plans and in compliance forms; indicate exception applied; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting; include exception claimed for each fixture or group of fixtures under exception category NA Table C405.5.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ NA C405.5.1 Exterior building grounds lighting For building grounds fixtures rated at greater than 100 watts that are complying based on efficacy, indicate rated lamp efficacy (in lumens per watt) in fixture schedule NA C405.5.2 Exterior lighting power calculations Complete required compliance form — proposed wattage for exterior lighting plus base site allowed does not exceed maximum allowed `Lighting, Motor, and Electrical Permit Checklist, Pg. 4 LTG -CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016 Project Title: TIBS PACK AND RIDE - DRIVER COMFORT STATION Date 11/10/2017 The following information is necessary to check a permit application for compliance with the lighting, motor, and electricalrequirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes MOTORS & TRANSFORMERS C405.6 Electrical tranformers Include electrical transformer schedule on electrical plans; indicate transformer size, efficiency, or exception taken NA C405.7 Dwelling unit electrical energy consumption Indicate on electrical plans that each dwelling unit in Group R-2 has a separate electrical energy meter C405.8 Electric motor efficiency Include all motors, including fractional hp motors, in electric motor schedule on electrical plans; indicate hp, rpm, rated efficiency, or exception applied NA C405.9.1 Elevator cabs For luminaires in each elevator cab, provide calculated average efficacy of combined fixtures that indicates efficacy is not less than 35 lumens per watt; Indicate rated watts per cfm for elevator cab ventilation fans do not exceed 0.33 watts per cfm; Indicate automatic controls that de -energize lighting and ventilation fans when elevator is stopped and unoocupied for a period of 15 minutes or more NA C405.9.2 Escalators and moving walks Indicate escalators comply with ASME A17.1/CSA B44; automatic controls are configured to reduce operational speed to the minimum permitted when not in use NA C405.9.3 Regenerative drive Indicate all one-way down or reversible escalators are provided with a variable frequency regenerative drive NA C405.10 Controlled receptacles Identify all controlled and uncontrolled receptables on electrical plans in each space in which they are required; include receptacle configuration such as spacing between controlled and uncontrolled, duplex devices, etc; Indicate on plans whether the method of automatic control for each controlled receptable zone is by occupant sensor or programmable time -of -day control If "no" is selected for any question, provide explanation: End of Lighting, Motor & Transformer Permit Documents Checklist STUDIO MENG STRAZZARA TIBS Comfort. Station Tukwila, WA REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION Structural Calculations CALCULATIONS INCLUDED: These Calculations cover the design of the comfort station foundations, wall, and roof framing. RECEIVED CITY OF TUKWILA NUV 1 5 2017 'ERMIT CENTER 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 KPFF Project No. 1600542 11/13/17 1)11-020 1601 5th Avenue, Suite 7600 Seattle, WA 98101 (206) 622-5822 project by location date sheet no. client job no. LO CL:D.)q 2 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206 622-5822 project KC Comfort Station - TIBS by TSW location Tukwila, WA date 11/13/17 sheet no. client job no. Seismic Base Shear Calculation 2015 IBC (Ch. 16) & ASCE 7-10 (Ch. 11, 12, & 22), References per ASCE 7-10, UNO Loading X & Y Direction Lateral System A. BEARING WALL SYSTEMS [Tab. 12.2-1] 7. Special reinforced masonry shear walls Risk Category II [IBC Tab. 1604.5] Site Class D [ASCE 7 Ch. 20] Design Category D [IBC Sec. 1613.3.5; Tab. 16.13.3.5(1) & (2)] SS 1.484 [IBC Fig. 1613.3.1(1) or USGS Seismic Hazard Data] Si 0.555 [IBC Fig. 1613.3.1(2) or USGS Seismic Hazard Data] Fa 1.00 [IBC Tab. 1613.3.3(1)] Ct 0.02 [Tab. 12.8-2] Fv 1.50 [IBC Tab. 1613.3.3(2)] x 0.75 [Tab, 12.8-2] SMS 1.48 [IBC Eqn. 16-37] hn 10.7 ft [Sec. 12.8.2.1] SM1 0.83 [IBC Eqn. 16-38] Ta 0.12 sec [Eqn. 12.8-7] SDS 0.99 [IBC Eqn. 16-39] C„ 1.4 [Tab. 12.8-1] . SD1 0.56 [IBC Eqn. 16-40] TMODAL [Sec. 12.8.2] T 0.12 sec [Sec. 12.8.2] I 1.00 [Tab. 1.5-2] TL 6 sec [Fig. 22-12] R 5 [Tab. 12.2-1] Wo 2.5 [Tab. 12.2-1] ' Building Height Limit (ft) 160 [Tab. 12.2-1] Cd 3.5 [Tab. 12.2-1] Vertical Distribution of Forces ASCE 7-10, Sec. 12.8.3 exponent related to structural period k 1.00 [Sec. 12.8.3] SDs / (R/I) = C5 SDI / T (R/I) = Cs, max SD1 TL / T2 (R/I) = Cs, max 0.044SDs I >_ 0.01 = Cs, min 0.5S1 / (R/I) = Cs, min C5 (design) 0.198 [Eqn. 12.8-2] 0.940 [Eqn. 12.8-3] N/A [Eqn. 12.8-4] 0.044 [Eqn. 12.8-5] N/A [Eqn. 12.8-6] 0.198 W 27 k [Sec. 12.8.1] V 5 k [Eqn. 12.8-1] [Eqn. 12.8-12] [Eqn. 12.8-11] [Eqn. 12.8-13] [Eqn. 12.10-1] Name Weight, wx Height, hx Fwx wxhxk Roof 27 k 11 ft Ok Oft Cvx Fx Vx Fpx 27 k 288 k -ft 1.000 5 k 27 k 0 k -ft 0.000 0 k 5k 5k 5k Ok 27 k 288 k -ft 1.000 5 k .sign Maps Summary Report https://earthquake.usgs.gov/cn2/designmaps/us/summary.php?templ... USGS Design Maps Summary Report User -Specified Input Report Title KC Comfort Station TIBS Mon November 13, 2017 16:30:49 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.464°N, 122.292°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III A4E ' 'MVyy"'}TFI r{V `'` 'h USGS-Provided Output Ss = 1.484 g Si = 0.555 g B ul°1 e t1 gt.:077ar, • f(vx,!I`!�r rR..entOn Des oh i e . SMs = 1.484 g 5M1 = 0.833 g • `Kent 90 r+.iapI'e V Sos = 0.990 g Sol = 0.555 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. 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. oft 11/13/2017,8:30A 3 4 7607 5th Avenue, Suite 1600 Seattle, WA 98101 (2061 622-5822 project by location date sheet no. client job no. HiANg r (4C/2'74-6 (f /O'-63# 2572" Dais( 3P5F(12vo'-6N),, ,35/44 Taro e572 3 s )16P cr F C ) = q04 3 Cf -,F ( ) - 364 270" 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206 622-5822 project KC Comfort Station - TIBS by TSW location Tukwila, WA date 11/13/17 sheet no. client job no. Wind Load Calculations - MWFRS 1.0W LRFD Calculations based on ASCE 7-10 Chapter 27 (Directional Procedure) Wind Speed, V = 110 mph Fig. 26.5-1 Building Enclosure Enclosed Sec. 26.10 Mean Roof Height, h = 11 ft Risk Category II Tab. 1.5-1 Ka = 0.85 Tab. 26.6-1 R, = 1.00 Eq. 26.11-1 X Y Width (1 to wind) 12 10 ft Length (II to wind) 10 12 ft Building Period, T = \ 0.12 0.12 sec Exposure Category B B Sec. 26.7.3 Topo. Effects (K,,) Constant Sec. 26.8 K01= 1.00 1.00 ' Eq. 26.8-1. X: L. Y: B, TY -Wind Ix: B. Y: L. X -Direction 0 0) a } q:= Kh = 26.3 *Kz*Kr psf 0.57 P=9*G*Cp - qi*(GCpi) Rigid Structure f > 1 Hz Windward Leeward Side Cp = 0.8 -0.50 -0.7 G = 0.89 GCpi (+/-) 0.18 qh = 15.0 psf p=q*G*Cp - qi*(GCpi) Rigid Structure f > 1 Hz Windward Leeward Side = Cp0.8 0.46 0.7 Fig. 27.4-1,2,3 ' G = 0.89 GCpi (+/-) 0.18 qh = 15.0 psf Eq. 27.3-1 Tab. 27.3-1 Eq. 27.4-1 Fig. 27.4-1,2,3 Eq. 26.9-6 Tab. 26.11-1 Eq. 273-1 Eq. 27.4-1 Eq. 26.9-6 Tab. 26.11-1 Eq. 27.3-1 Story Forces X - Direction . Story Forces. Y - Direction Level Elevation, z (ft) Story Width (ft) Trib. Story Height (ft) Total Pressure (psf) Story Force (k) Level Elevation, z (ft) Story Width (ft) Trib. Story Height (ft) Total Pressure (psf) Story Force (k) Roof G 10.67 0.00 12 - 5.33 - 17.4 - 1.1 - Roof G 10.67 0.00 10 - 5.33 - 16.9 - 0.9 Base Shear 1 k Base Shear 1 k Overturning Moment 12 k -ft Base Shear 10 k -ft vel over half the story height above and half the story height below. 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206 622-5822 project KC Comfort Station - TIBS by TSW location Tukwila, WA date 11/13/17 sheet no. client job no. Wind Load Calculations - Components & Cladding (X -Direction) 1.0W LRFD Calculations based on ASCE 7-10 Section 30,4 for low-rise buildings Wind Speed, V = 110 mph Fig. 26.5-1 Building Enclosure Enclosed Sec. 26.10 Building Height, h = 11 ft Risk Category II Tab. 1.5-1 Ka = 0.85 Tab. 26.6-1 R, = 1.00 Eq. 26.11-1 Width (I to wind) 12 ft Length (II to wind) 10 ft Building Period, T = 0.12 sec Exposure Category B Sec. 26.7.3 p=qh"[G"Cp - GCpi] G = 0.89 GCpi (+/-) qZ = Kzt,roof = Kh = qh =. 0.18 26.3 'Kz'Kz, psf 1.00 0.70 15.0 psf Roof Type = Gable Roof (0 <_ T & h < 60') Wall GC, Factor = 0.9 Eq. 30.4-1 Eq. 26.9-6 Tab. 26.11-1 Eq. 27.3-1 Tab. 30.3-1 Eq. 27.3-1 Walls Factored Wind Pressures for Building Height and Area Ranges: X - Direction (psf) Fig. 30.4-1 5 10 sf Area 100 sf Area > 500 sf Area Windward Leeward Windward . Leeward Windward Leeward Height Range GC, Zone 4, 5 GC, Zone 4 GC, Zone 5 GC, Zone 4, 5 GC, Zone 4 GC, Zone 5 GC, Zone 4, 5 GC, Zone 4 GC, Zone 5 -0.9 0.9 -1.0 ' -1.3 0.74 -0.85 -0.95 0.6 -0.7 -0.7 480-500 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 460-480 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 440-460 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 420-440 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 400-420 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 380-400 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 360-380 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 340-360 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 320-340 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 300-320 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 280-300 16.2 -17.6 -21.6 13.8 -15.4 -16.9. 12.2 -13.5 -13.5 260-280 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 240-260 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 220-240 16.2 ' -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 200-220 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 180-200 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 160-180 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 140-160 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 120-140 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 100-120 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 90-100 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 80-90 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 70-80 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 60-70 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 50-60 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 40-50 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 30-40 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 20-30 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 15-20 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 0-15 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 Linear Interpolation is permitted for areas between 20 and 500 sf, 16 psf min, Kzt = 0.7 min. pressure per Sec 30.2.2 Roof Facto ed Wind Pressures for Building Height and Area Ranges (psf) Fig. 30.4-2A 10 sf Area 100 sf Area > 500 sf Area Zone 1 Interior Zone 2 Edges Zone 3 Corners Zone 1 Interior Zone 2 Edges Zone 3 Corners Zone 1 Interior Zone 2 Edges Zone 3 Corners GC, -1.0 -1.8 -2.8 -0.9 -1.1 -1.1 -0.9 -1.1 -1.1 Total Pressure -17.7 -29.7 -44.7 -16.2 -19.2 -19.2 -16.2 -19.2 -19.2 Notes 1. Linear Interpolation is permitted for areas between 10 and 100 sf 2. Zone 3 may be treated as Zone 2, if there is a 3 foot parapet around the perimeter of the building 3. qi = qh has been used for positive internal pressure calculations 4. Positive pressures on roofs and pressures on overhangs are not included in this spreadsheet. lel tel QS_Sa-- O 0-Z775- 0 6 6 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206 622-5822 project KC Comfort Station - TIBS by TSW location Tukwila, WA date 11/13/17 sheet no. client job no. Wind Load Calculations - Components & Cladding (Y -Direction) 1.0W LRFD Calculations based on ASCE 7-10 Section 30.4 for low-rise buildings Wind Speed, V = 110 mph Fig. 26.5-1 Building Enclosure Enclosed Sec. 26.10 Building Height, h = 11 ft Risk Category II Tab. 1.5-1 Kd = 0.85 Tab. 26.6-1 RI = 1.00 Eq. 26.11-1 Width (1 to wind) 10 ft Length (II to wind) 12 ft Building Period, T = 0.12 sec Exposure Category B Notes Sec. 26.7.3 p=qh*[G*Cp - GCpi] G = 0.89 GCpi (+1-) 0.18 qZ = 26.3 *KZ*Kr psf Kzt,root = 1.00 Kh = 0.70 qn = 15.0 psf Roof Type = Gable Roof (0 <_ T & h < 60') Wall GC, Factor = 0.9 Eq. 30.4-1 Eq. 26.9-6 Tab. 26.11-1 Eq. 27.3-1 Tab. 30.3-1 Eq. 27.3-1 Walls Factored Wind Pressures for Building Height and Area Ranges: X - Direction (psf) Fig. 30.4-1 < 10 sf Area 100 sf Area - > 500 sf Area Windward Leeward Windward Leeward Windward Leeward Height Range GC, Zone 4, 5 GC, Zone 4 GC, Zone 5 GC, Zone 4, 5 GC, Zone 4 GC, Zone 5 GC, Zone 4, 5 GC, Zone 4 GC, Zone 5 -0.9 0.9 -1.0 -1.3 0.74 -0.85 -0.95 0.6 -0.7 -0.7 480-500 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 460-480 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 440-460 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 420-440 16.2 -17.6 -21.6 • 13.8 -15.4 -16.9 12.2 -13.5 -13.5 400-420 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 380-400 16.2 -17.6 -21.6 -13.8 -15.4 -16.9 12.2 -13.5 -13.5 360-380 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 340-360 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 320-340 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 300-320 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 280-300 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 260-280 16.2 -17.6 -21.6 13.8 . -15.4 -16.9 12.2 -13.5 -13.5 240-260 16.2 --17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 220-240 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 200-220 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 180-200 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 _ -13.5 -13.5 160-180 16.2 -17.6 ' -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 140-160 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 120-140 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 100-120 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 90-100 '16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 80-90 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 70-80 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 60-70 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 50-60 16.2 -17.6. -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 40-50 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 30-40 16.2 -17.6 -21.6 13.8 -15.4 -16,9 12.2 -13.5 --13.5 20-30 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 15-20 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 0-15 16.2 -17.6 -21.6 13.8 -15.4 -16.9 12.2 -13.5 -13.5 near Interpolation is permitted for areas between 20 and 500 sf, 16 psf min, Kzt = 0.7 min. pressure per Sec 30.2.2 Roof Factored Wind Pressures fo Building Height and Area Ranges (psf) Fig. 30.4-2A <_ 10 sf Area 100 sf Area >500 sf Area Zone 1 Interior Zone 2 Edges Zone 3 Corners Zone 1 Interior Zone 2 Edges Zone 3 Corners Zone 1 Interior Zone 2 Edges Zone 3 Corners GC, -1.0 -1.8 -2.8 -0.9 -1.1 -1.1 -0.9 -1.1 -1.1 Total Pressure -17.7 -29.7 -44.7 -16.2 -19.2 -19.2 -16.2 -19.2 -19.2 1. Linear Interpolation is permitted for areas between 10 and 100 sf 2. Zone 3 may be treated as Zone 2, if there is a 3 foot parapet around the perimeter of the building 3. qi = qh has been used for positive internal pressure calculations 4. Positive pressures on roofs and pressures on overhangs are not included in this spreadsheet. 01 'a 6 8 1607 5th Avenue, Suite 1600 Seattle, WA 98107 (206) 622-5822 project by location date sheet no. client job no. DL, 3 Pyr CPQ. zo P5F E,64 Cher) Com} Csc€ P 0� /41 Gk74) use IT 2x6& -rVPe 6 a _'2 (P5 LIQ LL-- 2.219510 2 -c5 Z)2 eLF 2 7 PLP of_. 3x0' 33,3 f- (Nor Coy► ') w; 3PI.F+333Pa = iij g St 5005200-5q Voc. 11/2" " (38 mm) Deep Roof Deck Primer Painted or Galvanized 3'/2" 2 4i 6" PLB-36 or HSB-36 HSB-SS-36 HSB-30 NESTABLE Standard Interlocking Sidelap Weight (psf, N/m2) Screw Fastened Sidelap Overlapping Sidelap Available 30" Wide - Special Order Properties per ft (m) of Width Allowable Reactions per ft (m) of Width (lb, N) Galv I +S _S End Bearing Interior Bearing 060 in.4 in.3 in.3 2" 3" 4" 3" 4" Gage Z180 Painted mm4 mm3 mm3 51 mm 76 mm 102 mm 76 mm 102 nun 22 1.9 1.8 0.175 0.187 0.198 487 585 683 1250 1498 91.0 86.2 238,978 10.054 10.645 7,107 8.537 9,968 18.242 21,862 2.3 2.2 0.216 0.235 0.248 665 784 903 1790 2118 110.1 105.3 294,967 • 12,634 13,333 9,705 11,442 13,178 26.123 30,910 2.9 2.8 0.302 0.322 0.335 1226 1407 1588 3062 3551 138.9 134.1 412.408 17.312 18.011 17.892 20.534 23,1 75 4,4.687 51.823 16 3.5 3.4 0.377 0.411 0.417 2208 2484 2761. 4789 5266 167.6 162.8 514,827 22,097 22,419 32.223 36.251 40,294 69.890 76.851 Note: Bending strength limited to 22,800 psi (157,200 kPa). 20 18 36/4 f\;:, \` --r 1_, 36/5 36/6 I 36/7 rY �, o f `rrr Metric Conversions 1 " 38 MITI 13/4.. 44 mm 2V:" 64 mm 3" 76 mm 31/2" 89 mm 6" 152 mm 36- 914 mm 26 Catalog VR2 9 ALLOWABLE UNIFORM LOADS (psf, N/m2) SPAN GAGE 22 J 20 Z (7) 18 16 22 STRESS L/240 STRESS L/240 STRESS L/240 STRESS L/240 STRESS L/240 11/2" (38 mm) Deep Roof Deck Primer Painted or Galvanized SPAN (ft -in., mm) 4'-0" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 1,220 1,520 1,680 1,830 1.980 2.130 2,290 2,440 2,590 2.740 2.900 3,050 3.200 3.350 3.500 3,660 178 114 94 79 67 58 51 44 39 35 31 28 8,523 5.458 4,501 3,783 3,208 2.777 2.442 2,107 1.867 1,676 1,484 1,341 +++ 92 69 53 42 34 27 22 19 16 13 11 4.405 3,304 2.538 2.011 1,628 1.293 1.053 910 766 622 527 223 143 118 99 85' 73 64 56 49 44 40 36 32 30 27 25 10,677 6.847 5,650 4.40 4.070 3.495 3.064 2,681 2.346 2.107 7.915 1.724 1.532 1.436 1.293 1 197 222 113 85 66 52 41 34 28 23 19 17 14 12 11 9 8 10,629 5.410 4,070 3.160 2.490 1.963 1.628 1.341 1.101 910 814 670 575 527. 431 383 300 196 162 136 116 100 87 76 68 60 54 49 44 40 37 34 14.364 9.385 7.757 6,512 5.554 4.788 4,166 3.639 3.256 2.873 2.586 2.346 2.107 1.915 7.772 1.628 + + + 159 119 92 72 58 47 39 32 27 23 20 17 15 13 11 7.613 5.698 4.405 3,447 2.777 2,250 1,867 1.532 1.293 1,101 958 814 718 622 527 300 250 207 174 148 127 111 98 86 77 69 62 57 52 47 43 14,364 11,970 9,911 8.331 7.086 6.081 5,315 4,692 4.118 3.687 3.304 2.969 2.729 2.490 2.250 2,059 198 149 115 90 72 59 48 40 34 29 25 21 19 16 14 9.480 7.134 5,506 4,309 3.447 2.825 2.298 1.915 1,628 1.389 1.197 1.005 910 766 870 188 120 99 84 71 61 54 47 42 37 33 30 9,001 5,746 4,740 4,022 3.399 2.921 2.586 2.250 2,011 1,772 1.580 1,436 ++4 4++ +4+ +4+ +4+ +4+ 4+4 +4+ 44+ 4+4 +4+. 32 28 1,532 1,341 STRESS 236 151 125 105 89 77 67 59 52 47 42 38 34 31 29 26 20 11.300 7.230 5.985 5,027 4,261 3.687 3,208 2.825 2,490 2.250 2.011 1.819 1.628 1,484 1.389 1 245 co L/240 +++ +4+ +4+ +4+ +4+ +++ +4+ 444 ++4 47 40 34 29 26 22 20 2.50 1,915 1.628 7.389 1.245 1.053 958 300 204 168 141 121 104 91 80 70 63 56 51 46 42 39 35 ® STRESS 18 14,364 9,768 8,044 6,751 5,794 4.980 4,357 3,830 3.352 3,016 2.681 2.442 2,202 2,011 1.867 1,676 ® 56 48 41 36 31 28 16 L/240 +4+ 4++ +4+ +4+ 4+4 +4+ 4+4 +4+ +++ +++ 2.681 2,298 1,963 1.724 1.484 1.341 STRESS 300 254 210 176 150 129 113 99 88 78 70 63 57 52 48 44 14,364 12,162 10.055 8,427 7.182 6.177 5.410 4,740 4,213 3,735 3,352 3.016 2.729 2.490 2,298 2,107 70 60 51 45 39 34 3.352 2.873 2.442 2.755 7.867 .628 L/240 STRESS 22 L/240 STRESS !JJ 20 L/240 0. EE STRESS f- 18 L/240 STRESS 16 L/240 +4+ ++4 +++ +4+ +4+ ++4 +4+ +++ +4+ +4+ 235 150 124 105 89 77 67 59 52 46 42 38 11.252 7,782 5.937 5.027 4,261 3.687 3.208 2.825 2.490 2.202 2.011 1819 ♦4+ ♦++ 00+ 100 79 63 51 42 35 30 25 22 4.788 3,783 3.016 2.442 2.011 1,676 1.436 1.197 1.053 295 188 156 131 112 96 84 74 .65 58 52 47 43 39 36 33 14.125 9.001 7.469 6,272 5.363 4.597 4.022 3.543 3 712 2.777 2.490 2.250 2.059 1.867 1.724 1.580 4+4 +4+ +4+ 124 97 78 63 52 44 37 31 27 23 20 18 15 5,937 4.644 3.735 3.016 2.490 2.107 1.772 1.484 1,293 1,101 958 862 718 300 255 210 177 151 130 113 99 88 79 71 64 58 53 48 44 14,364 12,209 10.055 8,475 7.230 6.224 5,470 4.740 4.213 3.783 3.399 3.064 2.777 2.538 2.298 2.107 4++ 4+4 +44 173 136 109 89 73 61 51 44 37 32 28 25 22 8,283 6.512 5.219 4.261 3.495 2.927 2.442 2.107 1.772 1.532 7,341 1.197 1.053 300 300 262 220 188 162 141 124 110 98 88 79 72 65 60 55 14,364 14,364 12.545 10,534 9.001 7.757 6.757 5,937 5.267 4,692 4.213 3.783 3.447 3,112 2.873 2633 4++ 4++ ♦44 216 170 136 111 91 76 64 54 47 40 35 31 27 10.342 8.140 6.512 5,315 4.357 3.639 3.064 2.586 2.250 1.975 1.676 7.484 1.293 Catalog VR2 27 10 r 0 1V011H3A Project Name: Roof Framing Model: Typical Joist - Distributed Load Code: 2012 NASPEC [AISI S100-2012) 42.00 R1 R2 Section : Maxo = 12.00 8005200-54 Single C Stud 3738.9 Ft -Lb Moment of Intertia, I = 6.57 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Page 1 of 1 Date: 11/13/2017 Simpson Strong -Tie® CFS DesignerTM 1.5.0.0 Reactions Support Reactions (Ib) R1 252.00 R2 252.00 Shear and Web Crippling Checks Bending and Shear 12.1% Stressed (Unstiffened): @R1 Bending and Shear NA (Stiffened): Web Stiffeners Required?: Fy = 50.0 ksi Va = 2091.3 lb Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 756.0 ' 0.202 756.0 None 1093.7 0.691 . 0.101 L/1425 Distortional Buckling Check Span Span K -phi Lm Brac Ma -d Mmax/ lb-in/in in Ft -Lb Ma -d 0.00 144.0 3114.2 0.243 SIMPSON S1RONO fIL,,F ;w'! www.strongtie.com 11 Project Name: New WorkSpace Model: Typical Joist - Pt Load Code: 2012 NASPEC [AISI S100-2012] P1 8.00 R1 R2 12.00 Point Loads P1 Load(lb) 300 X-Dist.(ft) 0.00 Section : 800S200-54 Single C Stud Maxo = 3738.9 Ft -Lb Moment of Intertia, I = 6.57 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Page 1 of 1 Date: 11/13/2017 Simpson Strong -Tie® CFS DesignerTM 1.5.0.0 Reactions Support Reactions (Ib) R1 348.00 R2 48.00 Shear and Web Crippling Checks Bending and Shear 14.3% Stressed (Unstiffened): @R1 Bending and Shear NA (Stiffened): Web Stiffeners No Required?: Fy = 50.0 ksi Va = 2091.3 lb Flexural and Deflection Check Deflection Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 144.0 0.039 144.0 None 1093.7 0.132 0.019 L/7480 Distortional Buckling Check Span K -phi Lm Brac Ma -d Mmax/ lb-in/in in Ft -Lb Ma -d Span 0.00 144.0 3114.2 0.046 SIMPSC is 12 www.strongtie.com Project Name: New WorkSpace Model: Typical Joist - Pt Load Code: 2012 NASPEC [AISI S100-2012] P1 I 8.00 Rl R2 12.00 1*X Point Loads P1 Load(lb) 300 X-Dist.(ft) 6.00 Page 1 of 1 Date: 11/13/2017 Simpson Strong -Tie@ CFS DesignerrM 1.5.0.0 Reactions Support Reactions (Ib) R1 198.00 R2 198.00 Shear and Web Crippling Checks Bending and Shear 28.8% Stressed (Unstiffened): @P1 Bending and Shear NA (Stiffened): Web Stiffeners No Required?: Section : 800S200-54 Single C Stud Fy = 50.0 ksi Maxo = 3738.9 Ft -Lb Moment of Intertia, I = 6.57 inA4 Va = 2091.3 lb Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax • Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 1044.0 0.279 1044.0 - None 1239.4 _ 0.842 0.116 L/1247 Distortional Buckling Check Span Span K -phi Lm Brac Ma -d Mmax/ lb-in/in in Ft -Lb _ Ma -d 0.00 144.0 3114.2 0.335 SIMPSON STRONG. riE ,;C,E9i',.%.N 'N( www.strongtie.com 13 14 1601 5th Avenue, Suite 1600 Seattle, WA 98101 [206] 622-5822 project by location date sheet no. client job no. Pc --146k_ 0-13 S,e002Ov-sem 30-0- + eer-R- (1/ z 33z' C Fes -,.4c_ T c2 0/Z-) 4Paiz ru' Pi.� 1 Aoart-- ®t ®. /Ivo Sam . t.-)=Lig'/Z) z 3usP WLy rat PwC2'J2) 7•- 31 Pig, G005zto-ct4 R 4eAccriZ, Project Name: Page 1 of 1 Model: Header- Pt Load Date: 11/13/2017 Code: 2012 NASPEC [AISI S100-2012] Simpson Strong -Tie® CFS DesignerTM 1.5.0.0 131 i 3.00 R1 R2 2.50 X Point Loads P1 Load(lb) 332 X-Dist.(ft) 1.25 Section 800S200-54 Single C Stud Maxo = 3738.9 Ft -Lb "Moment of Intertia, I = 6.57 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Reactions Support Reactions (Ib) R1 169.75 R2 169.75 Shear and Web Crippling Checks Bending and Shear 9,7% Stressed @P1 (Unstiffened): Bending and Shear NA (Stiffened): Web Stiffeners No Required?: Fy=50.0ksi Va = 2091.3 lb Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span. Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 209.8 0.056 209.8 None 3738.9 0.056 0 001 L/30713 Distortional Buckling Check Span K -phi Lm Brac Ma -d Mmax/ lb-in/in in Ft -Lb Ma -d 'Span 0.00 30.0 , 3114.2 0.067 . SIMPSON ST r .m ;..nl 'ANN( ,t�C www.strongtie.com 15 Project Name: Z Model: Header/ Pt Load Code: 2012 NASPEC [AISI S100-2012] P3 P1 P2 H 42.00 L -> R1 t. R2 X 10.00 Point Loads P1 P2 P3 Load(lb) 300 32 32 X-Dist.(ft) 5.00 6.00 4.00 Section : 800S200-54 Single C Stud Maxo = 3738.9 Ft -Lb Moment of Intertia, I= 6.57 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Page 1 of 1 Date: 11/13/2017 Simpson Strong -Tie@ CFS DesignerTM 1.5.0.0 Reactions Support Reactions (Ib) R1 392.00 R2 392.00 Shear and Web Crippling Checks Bending and Shear 38.2% Stressed (Unstiffened): @P1 Bending and Shear NA (Stiffened): Web Stiffeners No Required?: Fy = 50.0 ksi Va = 2091.3 lb Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 1403.0 0.375 1403.0 None 1679.1 0.836 0.116 L/1038 Distortional Buckling Check Span Span sirnPsoN rRc1Ra 16 K -phi Lm Brac Ma -d Mmax/ lb-in/in in Ft -Lb Ma -d 0.00 120.0 3114.2 0.451 • www.strongtie.com Project Name: Roof Framing Model: Header 1 Code: 2012 NASPEC [AISI S100-2012] 305.00 R1 R2 X 10.00 Point Loads P1 P2 Load(lb) 392 392 X-Dist.(ft) 4.00 6.00 Section : (2) 800S200-54 Boxed C Stud Maxo = 7477.9 Ft -Lb . Moment of Intertia, I = 13.15 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Page 1 of 1 Date: 11/13/2017 Simpson Strong -Tie® CFS Designer TM 1.5.0.0 Reactions Support Reactions (Ib) R1 1917.00 R2 1917.00 Shear and Web Crippling Checks Bending and Shear 71 .9% Stressed (Unstiffened): @P1 Bending and Shear NA (Stiffened): Web Stiffeners No Required?: Fy = 50.0 ksi Va = 4182.6 lb Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb '(in) Ft -Lb Ma(Brc) (in) Ratio Span 5380.5 0.720 5380.5 None 7477.9 0.720 0.246 L/488 SIMPSON STRONG -TIL COMPANY INC www.stongtie.com 17 18 1601 5th Avenue, Suite 1600 Seattle, WA 98101 [206) 622-5822 project by location date sheet no. client job no. k-OPctg-T 1lgAknc� CNS) 1431 �2- iqr-r L12 -s-1 $A.6( -r ,fit w66 Project Name: Model: Header 4 Code: 2012 NASPEC [AISI S100-2012] Pi i 35 00 R1 R2 X 12.00 Point Loads P1 Load(lb) 1917 X-Dist.(ft) 7.00 Section : (2) 800S200-54 Back -To -Back C Stud Maxo = 7477.9 Ft -Lb Moment of Intertia, I.= 13.15 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Page 1 of 1 Date: 11/13/2017 Simpson Strong -Tie® CFS Designer"" 1.5.0.0 Reactions Support Reactions (Ib) R1 1008.75 R2 1328.25 Shear and Web Crippling Checks Bending and Shear 87.4% Stressed (Unstiffened): @P1 Bending and Shear NA (Stiffened): Web Stiffeners Required?: Fy = 50.0 ksi Va = 4182.6 lb Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span • 6203.8 0.830 6203.8 Mid -Pt 7384.0 0.840 0.338 L/426 Distortional Buckling Check Span K -phi Lm Brac Ma -d Mmax/ Ib-in/in _ in • Ft -Lb Ma -d Span 0.00 72.0 6228.4 0.996 SIMPSON STRONG -TIE COMPANY. INC www.strongtie.com 19 20 1601 5th Avenue, Suite 1600 Seattle, WA 98101 (206] 622-5822 project by location date sheet no. client job no. 3=y p.„ (oo9 c_» 2SL (16') y tUt fc V7-• /7 Ph_ 1320 ° w ��+ pitiqz //03 - P- rAyr 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 project KC Comfort Station - TIBS by TSW location Tukwila, WA date 11/13/17 sheet no. client job no. Allowable Stress Design of Masonry Beam Calculations based upon Building Code Requirements for Masonry Structures (TMS 402) APPLIED LOADS (SERVICE LEVEL) Moment M = 1,103 lb -ft Shear V = 820 lbs Loads Include Seismic Demand? No Design Shear V = 820 lbs MATERIAL PROPERTIES Masonry Type Concrete Block Dimension 8" CMU Reinforcement Yield Strength fy = 60,000 psi Masonry Compressive Strength f'm = 2,000 psi BEAM DIMENSIONS Beam Width b = Beam Depth h = Centroid of Effective Flexural Reinforcement d = Beam Clear Span L = Required Lateral Support Spacing sm= ax Are Deflections Acceptable? Not a Deep Beam? Beam Fixity REINFORCEMENT INPUT 7.625 32 29 3 20 in in in ft ft OK Input Fixity Below Simply Supported Distributed Vertical Shear Reinforcement Distributed Horizontal Reinforcement Effective Horizontal Flexural Reinforcement #5 @24 in O.C. #5 @24 in O.C. (2) # 5 Code Reference 5.2.1.2 5.2.1.4.3 5.2.2 Image from RMEH 8th Edition Bar spacing OK Bar spacing OK RESULTS Code Reference DCR Check Reinforcement Ratio Checks Provided Vertical Reinforcement Ratio Minimum Vertical Reinforcement Ratio Provided Horizontal Reinforcement Ratio Minimum Horizontal Reinforcement Ratio Minimum Combined Reinforcement Ratio Flexural Stress Internal Moment Arm Average Stress in Flexural Steel Allowable Steel Tensile Stress Allowable Steel Tensile Force Steel Allowable Moment Stress in Masonry Allowable Masonry Compressive Stress Allowable Masonry Compressive Force Masonry Allowable Moment Shear Stress Shear Stress Allowable Masonry Shear Stress Allowable Steel Shear Stress Total Allowable Shear Stress Total Allowable Shear Pv = 0.0017 PV,min = 0.0007 PH = 0.0017 PH,min = 0.0007 (PH + Pv)min = 0.0020 jd = 20.8 in fs = 806 psi F,= 32,000 psi T = 19,840 lb Ma = 34,374 lb -ft fb = 17 psi Fb = 900 psi C = 25,750 lb Ma = 44,614 lb -ft f= 3.7 psi F„ro = 67.7 psi FV, = 27.1 psi F„ = 94.8 psi Va = 20,955 lb 7.3.2.6(c)1 7.3.2.6(c)1 7.3.2.6(c) 8.3.3.1 8.3.4.2.2 8.3.5.1.3 8.3.5.1.4 8.3.5.1.2 0.03 0.03 0.02 0.02 0.04 OK OK OK OK OK Standard Masonry Wall & Beam Design.xlsx 1 22 1607 5th Avenue, Suite 1600 Seattle, WA 98101 (206] 622-5822 project by location date sheet no. client job no. v, 9L Lil° fr. 1z.,, TY Pt 7-' ow., -rift �. ()St 8 y eiv(v/ ;'1t(ec, rcu-4,3---, C.4 LO \kr.-5KA.v2-5-‘, 7,5-t (9`4') 23.35 ``-0- psF Os'q")(40„)-1,- /3304+ P (R' `'0, 7 5153 (5CC(Au-s\ Masonry Slender Wall Title Block Line 6 Project Title: Engineer: Project Descr: Project ID: File = C:\Users\Travisw\DOCUME-112016PR-11KCCOMF-11TIBSIKCCOMF-1.EC6 ENERCALC, INC. 1983-2017, Build:10.17.8.29, Ver:10.17.8.29 vicaTOKW436007606 ' i• Description : Typical Wall - Out of Plane Code References Calculations per ACI 530-13, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Calculations per ACI 530-13, IBC 2015, CBC 2016, ASCE 7-10 Construction Type : Grouted Hollow Concrete Masonry F'm = 2.0 ksi Nom. Wall Thickness 8 in Temp Diff across thickness = deg F Fy - Yield = 60.0 ksi Actual Thickness 7.625 in Min Allow Out -of -plane Defl Ratio = 0 Fr - Rupture = 61.0 psi Rebar "d" distance 3.750 in Minimum Vertical Steel % = 0.0020 Em = fm " = .900.0 Lower Level Rebar .. Max % of p bal. = 0.1613 Bar Size # 5 Grout Density = 140 pcf Bar Spacing 24.0 in Block Weight Normal Weight Wall Weight = 61.0 psf Wall is grouted at rebar cells only One -Story Wall Dimensions Clear Height Parapet height 10.667 ft 6.0 ft Wall Support Condition Top & Bottom Pinned Roof Attachment Floor Attachment Vertical Loads _ Vertical Uniform Loads . rurnhorl net fool o! l,:nr Width: DL : Dead Lr : Roof Live Ledger Load Eccentricity 6.750 in 0.0360 0.120 Concentric Load 0.0 0.0 Lateral Loads _ Wind Loads : Seismic Loads : Full area WIND load 21.60 psf Wall Weight Seismic Load Input Method : SDS Value per ASCE 12.11.1 Fp= Wall Wt.* 0.3960 = Lf : Floor Live 0.0 0.0 S Snow 0.1530 0.0 ASCE seismic factors entered SDS'I = 24.156 psi 0.990 W Wind 00k/n 0 0 K 23 Masonry Slender Wall JCW=0600T5O6 Title Block Line 6 Project Title: Engineer: Project Descr: Project ID: File = C:\Users\TravisWIDOCUME-112016PR-11KCCOMF-11TIBSIKCCOMF-1.EC6 w ENERCALC, INC. 1983-2017, Build:10.17.8.29, Ver:10.17.8.29 Description : Typical Wall - Out of Plane DESIGN SUMMARY ,,SS PASS I 'ASS PASS Governing Load Combination .. . Moment Capacity Check +0.7020D -E Service Deflection Check E Only Axial Load Check +0.7020D -E Reinforcing Limit Check Design Maximum Combinations - Moments Axial Load Pu 0.2"fm"b"t Load Combination +1.40D at 10.31 to 10.67 +1.20D+1.60Lr+0.50W at 4.62 to 4.98 +1.200+1.60Lr-0.50W at 10.31 to 10.67 +1.200+1.605+0.50W at 4.98 to 5.33 +1.20D+1.60S-0.50W at 10.31 to 10.67 +0.90D+W at 10.31 to 10.67 +0.90D -W at 10.31 to 10.67 +0.7020D+E at 10.31 to 10.67 +0.7020D -E at 10.31 to 10.67 Results reported for "Strip Width" of 12.0 in Actual Values Maximum Bending Max Mu Actual Defl. Ratio LI Max. Deflection Max Pu / Ag Location Controlling As/bd Stress Ratio = 0.4490 k -ft 42422 0.003017 in 4.767 psi 10.489 ft Maximum Reactions .. Top Horizontal Base Horizontal Vertical Reaction Mcr Mu 0.003333 Allowable Values 0.1715 Phi * Mn Allowable Defl. Ratio Max. Allow. Defl. 0.2"rim As/bd 0.1613 rho bal for Load Combination.... E Only E Only +D+5 2.619 k -ft 150 0.8534 in 400.0 psi 0.1614 0.3145 k 0.08807 k 1.206 k Results reported for "Strip Width" = 12 in. Moment Values Phi Phi Mn As 0.593 24.960 0.47 0.03 0.90 1.117 24.960 0.47 0.12 0.90 0.700 24.960 0.47 0.33 0.90 1.144 24.960 0.47 0.14 0.90 0.753 24.960 0.47 0.36 0.90 0.381 24.960 0.47 0.37 0.90 0.381 24.960 0.47 0.41 0.90 0.297. 24.960 0.47 0.42 .0.90 0.297 24.960 0.47 0.45 0.90 Design Maximum Combinations - Deflections Axial Load Pu Load Combination D Only at 6.04 to 6.40 +D+Lr at 6.04 to 6.40 +D+S at 6.04 to 6.40 +D+0.60W at 3.91 to 4.27 +D -0.60W at 3.56 to 3.91 +D+0.70E at 3.91 to 4.27 +D -0.70E at 3.56 to 3.91 +0.60D+0.60W at 3.91 to 4.27 +0.60D -0.60W at 3.56 to 3.91 +0.60D+0.70E at 3.91 to 4.27 +0.600-0.70E at 3.56 to 3.91 Lr Only at 6.04 to 6.40 S Only at 6.04 to 6.40 W Only at 3.91 to 4.27 -W at 3.91 to 4.27 E Only at 3.91 to 4.27 E Only " -1.0 at 3.91 to 4.27 24 Moment Values Mcr Mactual I gross 0.684 0.47 0.01 353.60 0.804 0.47 0.05 353.60 0.837 0.47 0.06 353.60 0.814 0.47 0.09 353.60 0.836 0.47 0.08 353.60 0.814 0.47 0.12 353.60 0.836 0.47 0.11 353.60 0.488 0.47 0.09 353.60 0.501 0.47 0.08 353.60 0.488 0.47 0.12 353.60 0.501 0.47 0.11 353.60 0.120 0.47 0.04 353.60 0.153 0.47 0.05 353.60 0.000 0.47 0.14 353.60 0.000 0.47 0.14 353.60 0.000 0.47 0.16 353.60 0.000 0.47 0.16 353.60 2.69 2.82 2.72 2.83 2.73 2.64 2.64 2.62 2.62 0.155 0.155 0.155 0.155. 0.155 0.155 0.155 0.155 0.155 As Ratio 0.0033 0.0033 0.0033 0.0033 0.0033 0 0033 0.0033 0.0033 0.0033 0.6 rho bal 0.1612 0.1610 0.1612 0.1610 0.1612 0.163 0 1613 0.1613 0.1613 Results reported for "Strip Width" = 12 in. Stiffness I cracked 25.97 26.21 26.28 26.23 26.28 26.23 26.28 25.56 25.59 25.56 25.59 24.80 24.87 24.55 24.55 24.55 24.55 Deflections I effective Deflection Deft. Ratio 353.600 353.600 353.600 353.600 353.600 353.600 353.600 353.600 353.600 353.600 353.600 353.600 • 353.600 353.600 353.600 353.600 353.600 0.000 318875.5 0.002 73,564.1 0.002 60.714.4 0.002 65,205.4 0.001 99,011.6 0.002 52.091 5 0.002 71 733 2 0.002 70,130.1 0.001 90,140.8 0.002 55,196.0 0.002 66,971.4 0.001 - 95,800.0 0.002 75,130.9 0.003 47,442.0 0.003 47,442.0 0.003 42,422.1 0.003 42,422.1 Title Block Line 6. Project Title: Engineer: Project Descr: Masonry Slender Wall Project ID: File = C:1Users\TravisWIDOCUME-112016PR-11KCCOMF-11TIBs1KCCOMF-1.EC6 ENERCALC, INC. 1983-2017, Build:10.17.8.29, Ver:10.17.8.29 t N: .4 Description : Typical Wall - Out of Plane Reactions - Vertical & Horizontal Load Combination D Only +D+Lr Base Horizontal 0.0 • 0.0 Results reported for "Strip Width" = 12 in. Top Horizontal Vertical @ Wall Base 0.00 . - 1.053 0.01 1.173 25 Title Block Line 6 Project Title: Engineer: Project Descr: Project ID: Masonry Slender Wall File = C:\Users\TravisW\DOCUME-1\2016PR-1\KCCOMF-11TIBS\KCCOMF-1.EC6 ENERCALC, INC. 1983-2017, Build:10.17.8.29, Ver:10.17.8.29 F.. ONSULTI.NG`ENG NEERSi Lica'# : FCW-06007606nLicensee:: Description : Typical Wall - Out of Plane Reactions - Vertical & Horizontal Load Combination +D+S +D+0.60W +D -0.60W +D+0.70E +D -0.70E +0.60D+0.60W +0.600-0.60W --0.60D+0.70E +-0.600-0.70E Lr Only S Only W Only -W E Only E Only * -1.0 26 Base Horizontal 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 Results reported for "Strip Width" = 12 in. Top Horizontal Vertical @ Wall Base 0.01 1.206 0.17 1.053 0.17 1.053 0.22 1.053 0.22 1.053 0.17 0.632 0.17 0.632 0.22 0.632 0.22 0.632 0.01 0.120 0.01 0.153 0.28 0.000 0.28 0.000 0.31 0 000 0.31 0.000 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 project KC Comfort Station by TSW location Tukwila, WA date 11/13/17 sheet no. client job no. Allowable Stress Design of Special Masonry Shear Wall (In -Plane Loading) Calculations based upon Building Code Requirements for Masonry Structures (TMS 402) APPLIED LOADS (SERVICE LEVEL) Vertical Load (Including Self Weight) P = 5,938 lbs Moment M = 16,333 lb -ft Shear V = 1,750.0 lbs Lateral force Loads Include Seismic Demand? Yes .--T Design Shear V = 2,625 lbs MATERIAL PROPERTIES Masonry Type Concrete Block Dimension 8" CMU Reinforcement Yield Strength fy = 60,000 psi Masonry Compressive Strength f'm = 2,000 psi WALL DIMENSIONS Wall Length Wall Thickness Centroid of Effective Flexural Reinforcement Unbraced Wall Height REINFORCEMENT INPUT L= 40 in t = 7.625 in d= 20 in h = 9.33 ft Effective Vertical Flexural Reinforcement Distributed Vertical Reinforcing in Wall Horizontal Reinforcing in Wall (2) # 5 #5 @12 in OC #5 @24 in OC Load .t `F 'I . I.' Y I f l t:f. I..1 I -.1' l� ! ' le' ' T, ` -I It _4 . ( 1 'I ,L' 1 I , k 1 p,;I i 1 M [ I-. 1 1 4 Image from RMEH 8th Edition (pg. 151) Bar spacing OK, non -s andard spacing gar spacing OK RESULTS Code Reference DCR CHECK Reinforcement Ratio Check Provided Vertical Reinforcement Ratio Minimum Vertical Reinforcement Ratio Provided Horizontal Reinforcement Ratio Minimum Horizontal Reinforcement Ratio Minimum Combined Reinforcement Ratio Maximum Vertical Reinforcing Ratio Axial Stress Masonry Axial Stress Allowable Masonry Axial Stress Masonry Allowable Compression Flexural Stress Average Stress in Flexural Steel Allowable Steel Tensile Stress Steel Allowable Moment Stress in Masonry Combined Masonry Stress (Axial + Flexure) Allowable Masonry Bending Stress Masonry Allowable Moment Shear Stress Shear Stress Allowable Masonry Shear Stress Allowable Steel Shear Stress Total Allowable Shear Stress Total Allowable Shear Pv = PV,min = PH PH,min = PH + Pv= Pmax 0.0034 0.0007 0.0017 0.0007 0.0020 0.0058 fa = 19 psi Fa = 434 psi Pa = 132,370 lbs f, = 17,577 psi F, = 32,000 psi. Ma = 29,734 lb -ft fb = 473 psi fa+fb= 492 psi Fb = 900 psi Ma = 31,093 lb -ft 7.3.2.6(c) 7.3.2.6(c)1 7.3.2.6(c) 8.3.4.4 8.2.4.1 8.3.3.1 8.3.4.2.2 0.04 0.55 0.55 0.53 - 'OK OK OK OK OK OK OK f„ = 17 psi Fom = 30 psi 8.3.5.1.3 F0, = 14 psi 8.3.5.1.4 F„ = 44 psi 8.3.5.1.2 Va = 6,645 lbs 0.40 OK' 27 Standard Masonry Wall & Beam Design.xlsx 28 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 project KC Comfort Station by TSW location Tukwila, WA date 11/13/17 sheet en. client TYP6 Z job no. Allowable Stress Design of Special Masonry Shear Wall (In -Plane Loading) Calculations based upon Building Code Requirements for Masonry Structures (TMS 402) APPLIED LOADS (SERVICE LEVEL) Vertical Load (Including Self Weight) P = 9,970 lbs Moment M = 16,333 lb -ft Shear V = 1,750.0 lbs Lateral force Loads Include Seismic Demand? Yes • — r.n ) ni Design Shear V = 2,625 lbs *t•tl % -11. .' I r ja uZb I -F-4•N•-".14 t -`I frx..IR, Masonry Type Concrete kzi I=`"it's r moi 1 .apt: 11 Block Dimension 8° CMU •I sty I 1.0; =f 111. '4 Reinforcement Yield Strength fy = 60,000 psi Masonry Compressive Strength f'm = 2,000 psi Load MATERIAL PROPERTIES WALL DIMENSIONS Wall Length L = 75 in Wall Thickness t = 7.625 in Centroid of Effective Flexural Reinforcement d = 38 in Unbraced Wall Height h = 9.33 ft REINFORCEMENT INPUT Effective Vertical Flexural Reinforcement Distributed Vertical Reinforcing in Wall Horizontal Reinforcing in Wall (2) # 5 #5 @24 in OC #5 @24 in OC i ci'I,i L0111.`,'I .l " AIa I.t. l Ir a•l I awJ f roue. • I$ 1 1 ' j l ".,7416&41 : I� l t10 f °sf 'L. A f.° I . fes{ f fi w Am. 't,' fi Imo' .I r. f 4"° FR 1.. v •At..,i / } f> .;fes Image from RMEH 8th Edition (pg. 151) „Bar spacing OK' Bar' spacing. OK. RESULTS Code Reference OCR CHECK Reinforcement Ratio Check Provided Vertical Reinforcement Ratio Minimum Vertical Reinforcement Ratio Provided Horizontal Reinforcement Ratio Minimum Horizontal Reinforcement Ratio Minimum Combined Reinforcement Ratio Maximum Vertical Reinforcing Ratio Axial Stress Masonry Axial Stress Allowable Masonry Axial Stress Masonry Allowable Compression Flexural Stress Average Stress in Flexural Steel Allowable Steel Tensile Stress Steel Allowable Moment Stress in Masonry Combined Masonry Stress (Axial + Flexure) Allowable Masonry Bending Stress Masonry Allowable Moment Pv = Pv,min = PH = PH,min = PH + Pv= Pmaz 0.0017 0.0007 0.0017 0.0007 0.0020 0.0058 fa = 17 psi Fa = 434 psi Pa = 248,194 lbs fs = 9,135 psi F, = 32,000 psi Ma = 57,212 lb -ft fb = 171 psi fa + ft, = 188 psi Fb = 900 psi Ma = 85,967 lb -ft 7.3.2.6(c) 7.3.2.6(c)1 7.3.2.6(c) 8.3.4.4 8.2.4.1 8.3.3.1 8.3.4.2.2 Shear Stress Shear Stress f5 = 9 psi Allowable Masonry Shear Stress Fern = 30 psi 8.3.5.1.3 Allowable Steel Shear Stress F,= 14 psi 8.3.5.1.4 Total Allowable Shear Stress F„ = 43 psi 8.3.5.1.2 Total Allowable Shear Va = 12,314 lbs 0.04 0.29 0.21 0.19 0.21 OK. OK OK OK •OK '. OK OK OK ,OK Standard Masonry Wall & Beam Design.xlsx 1601 5th Avenue, Suite 1600 Seattle, WA 98701 (206) 622-5822 project by location date sheet no. client job no. 11r007TAX:rS At PDL7 , p + eOPsf ?u.= ) ZZ Pc_ 5=/53 0-12 ksE ! D" DP x 3'0" (Arse . � /5/zcc kr (Su- Poetttzv-4 J5 4j a )262#rdr 0 ULR:TIARNri O I` OD% Z.SK (7-1/".+ 3=8") ,32,54e- 5( 1lf 1' No° (t 1CoP5F 34g" /1450 y c � .7+w�1� r y o� 4 Oft (3.)(4) /ao PSF,(3') ck o"] (40 '')/2 2$7.04 k" 5o Gi Saes. AWE Fro 1% j -De, 7-43' ? C_O L hi 0'4 �S e C2-) 115 '` (y tro5,g.0.poral s 7"a Ce> coot Cot_ 29 Title Block Line 6 Project Title: Engineer: Project Descr: Wall Footing Project ID: File = C:1UserslTravisWIDOCUME-112016PR-11KCCOMF-11TIBSIKCCOM F-1. EC6 ENERCALC, INC. 1983-2017, Build:10.17.8.29, Ver:10.17.8.29 Ron) = ;isepF • ..ULTINGJENGIN . Description Typical Wall Footing Code References Calculations per ACI 318-14, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Material Properties f'c : Concrete 28 day strength fy : Rebar Yield Ec : Concrete Elastic Modulus Concrete Density cp Values Flexure Shear Analysis Settings Min Steel % Bending Reinf. Min Allow % Temp Reinf. Min. Overturning Safety Factor Min. Sliding Safety Factor AutoCalc Footing Weight as DL Dimensions Footing Width Wall Thickness Wall center offset from center of footing Applied Loads • 4.50 ksi • 60.0 ksi = 3,122.0 ksi • 150.0 pcf 0.90 = 0.750 • 0.00180 1.0:1 1.0: 1 Yes • Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Reference Depth below Surface Allow. Pressure Increase per foot of depth when base footing is below Increases based on footing Width Allow. Pressure Increase per foot of width when footing is wider than Adjusted Allowable Bearing Pressure r Reinforcing 3 ft Footing Thickness = 12.0 in Bars along X -X Axis 8.0 in Rebar Centerline to Edge of Concrete... Bar spacing at Bottom of footing = 3.0 in Reinforcing Bar Size 14 in P : Column Load OB : Overburden V -x M-zz 30 Vx applied 1.262 0.120 0.0 0.0 0.0 0.0 0.0 0.0 8.0 in above top of footing tl 5 bars (51 12 in 0.0 JtX.�^4'rPL1.64Bdlllff r9�� S W _ S 0.0 0.1530 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1080 0.1210 0.0 0.0 0.0 0.0 2.50 kst No 250.0 pcf 0.30 3.0 ft 0.O ksf 0.0 ft 0.O ksf 0.0 ft 2.50 ksf 12.00 # 5 0.0 k 0.0 ksf 0.0 k 0.0 k -ft Title Block Line 6 Project Title: Engineer: Project Descr: Project ID: Wall Footing File = C:1Users1TravisWIDOCUME-112016PR-11KCCOMF-11TIBSIKCCOMF-1.EC6 ENERCALC, INC. 1983-2017, Build:10.17.8.29, Ver:10.17.8.29 #rcenSeeT:'KPEFFCONSULTING:ENSINEER8., Description : Typical Wall Footing DESIGN SUMMARY Factor of Safety Item PASS 4.657 Overturning - Z -Z PASS 11.017 Sliding - X -X PASS n/a Uplift Utilization Ratio Item Soil Bearing Z Flexure (+X) Z Flexure (-X) 1 -way Shear (+X) 1 -way Shear (-X) PASS 0.8091 PASS 0.0 PASS 0.03490 PASS n/a PASS 0.1176 Detailed Results Soil Bearing Rotation Axis & Load Combination... . D Only +D+Lr +D+S +D+0.60W . +D -0.60W . +D+0.70E . +D -0.70E . +0.600+0.60W . +0.60D -0.60W +0.60D+0.70E +0.600-0.70E Overturning Stability Rotation Axis & Load Combination.. D Only +D+Lr +D+S +D+0.750Lr +DA -0.750S . +D+0.60W +D -0.60W +D+0.70E . +D -0.70E +D+0.750Lr+0.450W +D+0.750Lr-0.450W +D+0.750S+0.450W +D+0.750S-0,450W +D+0.750S+0.5250E . +0+0.750S -0.5250E +0.60D+0.60W +0.60D -0.60W . +0.60D+0.70E +0.60D -0.70E Sliding Stability Force Application Axis Load Combination... D Only . +D+Lr +D+S +D+0.750Lr . +D+0.750S +D+0.60W . +D -0.60W Applied 0.1412 k -ft 0.08470 k 0.0 k Applied 2.023 ksf 0.0 k -ft 0.4282 k -ft 0.0 psi 11.836 psi Gross Allowable Xecc 2.50 ksf 10.320 in 2.50 ksf 10.561 in 2.50 ksf 10.622 in 2.50 ksf 11.077 in 2.50 ksf 9.563 in 2.50 ksf 11.310 in 2.50 ksf 9.331 in 2.50 ksf 11.582 in 2.50 ksf 9.058 in 2.50 ksf 11.969 in 2.50 ksf 8.671 in Overturning moment None None None None None 0.1080 k- 0.1080 k -f 0.1412 k -f 0.1412 k -f 0.0810 k -f 0.0810 k -f 0.0810 k -f 0.0810 k -f 0.1059 k -f 0.1059 k -f 0.1080 k -f 0.1080 k -f 0.1412 k -f 0.1412 k -f Sliding Force 0.0 k 0.0 k 0.0 k 0.0 k 0.0 k 0.06480 k -0,06480 k Capacity 0.6574 k -ft 0.9332 k 0.0 k Capacity 2.50 ksf 0.0 k -ft 12.272 k -ft 100.623 psi 100.623 psi :DBSi. n-0104 4 Governing Load Comhinatr: r +0.60D+0.70E +0.600+0,70E No Uplift Governing Load Combination +D+0,70E No Moment +0.900-E n/a +1.400 Actual Soil Bearing Stress -X 0.0 ksf 0.0 ksf 0.0 ksf 0.0 ksf 0.0 ksf 0.0 ksf 0.0 ksf 0.0 ksf 0.0 ksf 0.0 ksf 0:0 ksf X 1.765 ksf 1.949 ksf 2.O ksf 1.956 ksf 1.608 ksf 2.023 ksf 1.565 ksf 1.264 ksf 0.9108 ksf 1.345 ksf 0.8733 ksf Resisting Moment Stability Ratio 1.096 k -ft 1.136 k -ft 1.147 k -ft 1.126 k -ft 1.134 k -ft 1.096 k -ft 4.040 k -ft 1.096 k -ft 4.040 k -ft 1.126 k -ft 4.280 k -ft 1,134 k -ft 4.346 k -ft 1.134 k -ft 4.346 k -ft 0.6574 k -ft 2.424 k -ft 0.6574 k -ft 2.424 k -ft Resisting Force _ 1.139 k 1.175 k 1.185 k 1.166 k 1.173 k 1.139 k • 1.139 k Infinity Infinity Infinity Infinity Infinity 10.145 37.410 7.762 28.621 13.897 52.844 13.999 53.658 10.710 41.052 6.087 22.446 4.657 17.173 Actual i Allowable. Ratio Units . k -ft Status OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK Slydiny SafetyRatic Status No Slidina OK No Slidina OK No Sliding OK No Slidina OK No Sliding OK 17.571 OK 17.571 OK 31 Wall Footing Title Block Line 6 Project Title: • Engineer: Project Descr: Project ID: File = C:1Users\TravisW DOCUME-112016PR-11K000MF-11TIBSIKCC0MF -1.EC6 ENERCALC, INC. 1983-2017, Build:10.17.8.29, Ver:10.17.8.29 ulcer iT4eWII5 :,KW-0600Z506W. 32 Description : Typical Wall Footing Sliding Stability Force Application Axis Load Combination... . +D+0.70E . +D -0.70E . +D+0.750Lr+0.450W . +D+0.750Lr-0.450W +D+0.750S+0.450W . +D+0.750S-0.450W . +D+0.750S+0.5250E +0+0.7505-0.5250E +0.60D+0.60W . +0.60D -0.60W +0.60D+0.70E +0.60D -0.70E Footing Flexure Flexure Axis & Load Combination Sliding Force Resisting Force Sliding SafetyRatio Status 0.08470 k 1.139 k 13.443 OK -0.08470 k 1.139 k 13.443 OK 0.04860 k 1.166 k 23.984 OK -0.04860 k 1.166 k 23.984 OK 0.04860 k 1.173 k 24.136 OK -0.04860 k 1.173 k 24.136 OK 0.06353 k 1.173 k 18.466 OK -0.06353 k 1.173 k 18.466 OK 0.06480 k 0.9332 k 14.401 OK -0.06480 k 0.9332 k 14.401 OK 0.08470 k 0.9332 k 11.017 OK -0.08470 k 0.9332 k 11,017 OK Mu Which Tension .ii) t3o1. As Req'd Gvrn. As Actual As k -ft Side ? or Top ? in^2 in^2 in^2 Phi'Mn k -ft St, . +1.40D 0.4267 -X Bottom 0.2592 Min Temp % 0.31 12.272 OK . +1.40D 0 +X Bottom 0.2592 Min Temp % 0.31 12.272 OK +1.20D+1.60Lr+0.50W 0.2964 -X Bottom 0.2592 Min Temp % 0.31 12.272 OK . +1.20D+1.60Lr+0.50W 0 +X Bottom 0.2592 Min Temp % 0.31 12.272 OK . +1.20D+1.60Lr-0.50W 0.4226 -X Bottom 0.2592 Min Temp % 0.31 12.272 OK . +1.20D+1.60Lr-0.50W 0 +X Bottom 0.2592 Min Temp % 0.31 12.272 OK +1.20D+1.60S+0.50W 0.2948 • -X Bottom 0.2592 Min Temp % 0.31 12.272 OK , +1.20D+1.60S+0.50W 0 +X Bottom 0.2592 Min Temp % 0.31 12.272 OK . +1.20D+1.60S-0.50W 0.4199 -X Bottom 0.2592 Min Temp % 0.31 12.272 OK . +1,20D+1.60S-0.50W 0 +X Bottom 0.2592 Min Temp % 0.31 12.272 OK +0.90D+W 0.1534 -X Bottom 0.2592 Min Temp % 0.31 12.272 • OK +0.900+W 0 +X Bottom 0.2592 Min Temp % 0.31 12.272 OK +0.90D -W 0.411 -X Bottom 0.2592 Min Temp % 0.31 12.272- OK . +0.90D -W 0 +X Bottom 0.2592 Min Temp % 0.31 12.272 OK +0.90D+E 0.1404 -X Bottom 0.2592 Min Temo % 0.31 12,272 OK . +0.90D+E 0 +X Bottom 0.2592 Min Temp % 0.31 12.272 OK . +0.900-E 0.4282 -X Bottom 0.2592 Min Temp % 0.31 12.272 OK . +0.90D -E 0 +X Bottom 0.2592 Min Temp % 0.31 12.272 OK One Way Shear Units . k Load Combination... _ Vu @ -X vu cr_ +X Vu:Max Phi Vn Vu Phi"Jt1 talus. +1.40D 11.836 psi 0 osi 11.836 psi 100.623 DSi 0.1176 OK +1.200+1.60Lr+0.50W 11.093 psi 0 psi 11.093 psi 100.623 psi 0.1102 OK +1.20D+1.60Lr-0.50W 11.093 psi 0 psi 11.093 psi 100.623 psi 0.1102 OK +1.20D+1.60S+0.50W 11.353 psi 0 psi 11.353 psi 100.623 osi 0.1128 OK +1.20D+1.60S-0.50W 11.353 psi 0 psi 11.353 osi 100.623 psi 0.1128 OK +0.90D+W 7.609 psi 0 psi 7.609 psi 100.623 psi • 0.07562 OK ±0.90D -W 7.609 psi 0 psi 7.609 psi 100.623 psi 0.07562 OK +0.90D+E 7.609 psi 0 psi 7.609 psi 100.623 psi 0.07562 OK +0.90D -E 7.609 psi 0 psi 7.609 psi 100.623 osi 0.07562 OK SIMPSON Anchor DesignerTM Software Version 2.5.6464.1 1.Proiect information Customer company: Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-14 Units: Imperial units Anchor Information: Anchor type: Bonded anchor Material: A615 Grade 60 Rebar Diameter (inch): 0.625 Effective Embedment depth, het (inch): 6.000 Code report: ICC -ES ESR -2508 Anchor category: - Anchor ductility: No hmi„ (inch): 9.13 car (inch): 9.32 Cmm (inch): 1.75 Smin (inch): 3.00 Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: not set Seismic design: Yes Anchors subjected to sustained tension: No Ductility section for tension: 17.2.3.4.2 not applicable Ductility section for shear: 17.2.3.5.2 not applicable no factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: Yes Company: Date: 11/13/2017 Engineer: Page: 1/4 Project: Address: Phone: E-mail: 0 lb Project description: Location: Fastening description: Base Material Concrete: Normal -weight Concrete thickness, h (inch): 24.00 State: Cracked Compressive strength, ro (psi): 4000 "Pc.v: 1.2 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Reinforcement provided at corners: No Ignore concrete breakout in tension: No Ignore concrete breakout in shear: No Hole condition: Dry concrete Inspection. Continuous Temperature range, Short/Long: 150/110°F Ignore 6do requirement: Not applicable Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 8.00 x 16.00 x 0.38 t s .: ° a -s • tz4 ci fs / S -r'r�4 ' n Input data and results must be checked for agreement with the existing circumstances. the standards and guidelines must be checked for plausibility. 5956 W. Las Positas Boulevard Pleasanton. CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 33 SIMPSON <Figure 2> Anchor Designer TM Software Version 2.5.6464.1 Company: Date: 11/13/2017 Engineer: Page: 2/4 Project: Address: Phone: E-mail: Recommended Anchor Anchor Name: SET -XP® - SET -XP w/ #5 A615 Gr. 60 Rebar Code Report: ICC -ES ESR -2508 O O N Input data and results must be checked for agreement with the existing circumstances. the standards and guidelines must be checked for plausibility. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 34 SIMPSON Anchor DesignerTM Software Version 2.5.6464.1 Company: Date: 11/13/2017 Engineer: Page: 3/4 Project: Address: Phone: E-mail: 3. Resulting Anchor Forces Anchor Tension load, Shear load x, N. (lb) Vua. (Ib) Shear load y, Vuay (Ib) Shear load combined, \`(V..)z+(Voay)a (Ib) 0.0 0.0 2 0.0 2650.0 0.0 2650.0 2650.0 2650.0 Sum 0.0 0.0 Maximum concrete compression strain (%o): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (Ib): 0 Resultant compression force (Ib): 0 Eccentricity of resultant tension forces in x-axis, e'N. (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'v. (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00 8. Steel Strength of Anchor in Shear (Sec. 17.5.1) Vsa (Ib) Ogrout 0 • (71/ sots 16740 1.0 0.60 0.84 fg,ouiay.soisfVa., (Ib) 8437 5300.0 5300.0 <Figure 3> 9. Concrete Breakout Strength of Anchor in Shear (Sec. 17.5.2) Shear perpendicular to edge in y -direction: Vsy = minI7(1e/da)0Ndalaafoca11 s; 92a\'f'ocat1 5I (Eq. 17.5.2.2a & Eq. 17.5.2.2b) le (in) da (in) ,ta - fc (psi) ca, (in) • Vby (Ib) 5.00 0.625 1.00 4000 16.00 33952 OV cby =0 (Avc/ Avco)Yen, v Wx, v `l h. vVby (Sec. 17.3.1 & Eq. 17.5.2.1a)• Avc (in2) Avco (in2) Yed,v 'Pc. 'Pk Vby (Ib) QVchy (Ib) 576.00 1152.00 0.850 1.200 1.000 33952 0.70 12121 Shear parallel to edge in y -direction: Vb.=min)7(le/da)02')da.taifccet1'5; 92a\fcCa1l'bI (Eq. 17.5.2.2a & Eq. 17,5.2.2b) le (in) de (in) is f'c (psi) ca, (in) . Vb. (Ib) Y .2 5.00 0.625 1.00 4000 12.00 22053 fVobgy = 0 (2)(Avc/Avco)Yec.VYed.VY'c.vYh.vVb. (Sec. 17.3.1, 17.5.2.1(c) & Eq. 17.5.2.1b) Avc (in2) Avco (in2) Y'ec.v Y'ed.V Y'c..v Y'h.v Vb. (lb) 0 OVcbgy (Ib) 864.00 648.00 1.000 • 1.000 1.200 1.000 22053 0.70 49398 10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.5.3) Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 35 SIMPSON. Anchor Designer TM Software Version 2.5.6464.1 Company: Date: 11/13/2017 Engineer: Page: 4/4 Project: Address: Phone: E-mail: 0Vcup= 4Mini kcPNaq kcPNcb91 = r/iMini kcp(ANa/ANao)Yec.Na'Pod NaYcp.NaNea; kcp(ANc/ANco)Yec.NYed.NVe.NVep.NNel (Sec. 17.3.1 & Eq. 17.5.3.1b) kcp ANO (in2) ANao (in2) Y'od.Na '/'oc.Na `Pcp.Na Nba (Ib) Na (Ib) 2.0 378.87 206.45 ANc (in2) ANco (in2) ' ec,N 540.00 324.00 1.000 (Won (Ib) 29149 1.000 1.000 ' ed.N 1.000 N 1.000 VCp.N 1.000 1.000 13374 24543 Nb (Ib) No (Ib) Qf 12492 20821 0.70 11. Results 11. Interaction of Tensile and Shear Forces (Sec. D.7)? Shear Factored Load, V.,a (Ib) Design Strength. oV„ (Ib) Ratio Status Steel 2650 8437 0.31 Pass T Concrete breakout y+ 5300 12121 0.44 Pass (Governs) II Concrete breakout x- 5300 49398 0.11 Pass (Governs) . Pryout 5300 29149 0.18 Pass SET -XP wl #5 A615 Gr. 60 Rebar with hef = 6.000 inch meets the selected design criteria. 12. Warnings - When cracked concrete is selected, concrete compressive strength used in concrete breakout strength in tension, adhesive strength in tension and concrete pryout strength in shear for SET -XP adhesive anchor is limited to 2,500 psi per ICC -ES ESR -2508 Section 5.3. - Per designer input, the tensile component of the strength -level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor tensile force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.2.3.4.2 for tension need not be satisfied — designer to verify. - Per designer input, the shear component of the strength -level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor shear force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.2.3.5.2 for shear need not be satisfied — designer to verify: - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 36 1601 5th Avenue, Suite 7600 Seattle, WA 98101 [206] 622-5822 project by location date sheet no. client job no. 5/4-r 44"-- /.5-).0,4 °A" + Ptg 5 " y 11 i aztvu .4. ,`a,P (4(t -a` 4 f6.3elF(4/3341¢,'ex? (4/"-3")Cy y ,- kJo A/D frig.? EakP6FLK•4411 Leo' 3") Oce05 ) -(, "Vo?„) -f (ie)(ezeii 'i P 'r) (12 )6,' 3` -f ('1%'5P (3')”' /e0 (3')( 643"E CV -31A. S2. Sg a -!l' do 37 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director September 27, 2018 Jennifer Lee King County DOT 201 S Jackson Street, M/S KSC-TR-0431 Seattle, WA 98104-3856 RE: Request for Extension #2 Permit Number D17-0309 Dear Ms. Lee, This letter is in response to your written request for an extension to Permit D17-0309. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through May 15, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Vek \tl* Rachelle Ripley Permit Technician File: Permit No. D17-0309 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov King County Department of Transportation Transit Division Design & Construction Section 201 South Jackson Street, M/S KSC-TR-0431 Seattle, WA 98104-3856 Phone: (206) 263-8272 Fax: (206) 684-1900 September 20, 2018 City of Tukwila Allen Johannessen, Building Official Permit Center, Building Division 6300 Southcenter Boulevard Suite #100 Tukwila, WA 98188 Re: Request for 2nd extension up to 180 days after 11/15/18 Permit No. 017-0309 Bus Operator Comfort Station at Sound Transit's TIBS (Tukwila International Boulevard Station) Permit Expires On: 11/15/18; 2nd Extension Request per TMC 16.04.250 E Dear Mr. Johannessen, King County Metro Transit's project has been delayed due to the procurement and bidding process. Current bidding time has been extended one week and the duration of the Contract is extending the anticipated construction schedule through April 2019. The permit will allow Metro Transit to construct and provide an essential restroom/comfort station for our bus operators. We request the City of Tukwila grant us a permit extension of 180 days from November 11, 2018 — making the extension expire May 15, 2019. Sincerely, Jennifer Lee, Real Property Agent Cc: Rache1le Ripley, Permit Tech Request for Extensior # Current Expiration Date: i t lU Extension Request: [XfApproved for / rd days ❑ Denied (provide explanation) Signature:?nitials i City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director April 12, 2018 Jennifer Lee King County DOT, Transit Division 201 S Jackson St, M/S KSC-TR-0431 Seattle, WA 98104-3856 RE: Request for Application Extension #1 Permit Number D17-0309 Dear Ms. Lee, This letter is in response to your written request for an extension to Application Number D17-0309. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the application through November 15, 2018. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, achelle ' -pley Permit Technician File: Permit No. D17-0309 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov King County Department of Transportation Transit Division Design & Construction Section 201 South Jackson Street, M/S KSC-TR-0431 Seattle, WA 98104-3856 Phone: (206) 263-8272 Fax: (206) 684-1900 April 6, 2018 City of Tukwila Allen Johannessen, Building Official Permit Center, Building Division 6300 Southcenter Boulevard Suite #100 Tukwila, WA 98188 RECEIVED CITY OF TUKWILA APR C 6 2018 PERMIT CENTER Re: Request for extension up to 180 days Permit No. D17-0309 Bus Operator Comfort Station at Sound Transit's TIBS (Tukwila International Boulevard Station) Permit Expires On: 05/15/18 Dear Allen Johannessen, King County Metro Transit is finalizing contracting documents for public bid procurement in order to obtain a contractor for this work as well as finalizing the maintenance agreement with Sound Transit. We request the City of Tukwila grant us a permit extension. Sincerely, tc, Jennifer Lee, Real Property Agent Cc: Rachelle Ripley, Permit Tech Request for Extension # Current Expiration Date: Extension Request: Approved for /1-0/days Denied (provide explanation) Signature/Initials 4/2/2018 City of Tukwila Department of Community Development JENNIFER LEE 201 S JACKSON ST MIS KSC-TR-0431 SEATTLE, WA 98104 RE: Permit Application No. D17-0309 KING COUNTY METRO TRANSIT COMFORT/BUS OPERATOR RESTROOM SOUTHCENTER BLVD Dear JENNIFER LEE, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 11/15/2017, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 5/15/20118. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be, extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, p ey Permit Technician File No: D17-0309 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0309 DATE: 04/16/19 PROJECT NAME: KING COUNTY METRO TRANSIT/COMFORT STATIO SITE ADDRESS: 3651 SOUTHCENTER BLVD Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: Pry KW (I 4i Building Division Public orks 14- 4\WO18 Fire Prevention IR Structural AV- 411 Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 04/18/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n DUE DATE: 05/16/19 Approved with Conditions n Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW 0 Staff 'Initials: 12/18/2013 HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0309 DATE: 11/17/17 PROJECT NAME: KC METRO TRANSIT COMFORT/BUS OPERATOR RESTROOM SITE ADDRESS: 3651 SOUTHCENTER BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS Building Division gas Awc bre e1 Public Works MI PrM aw v Fire Prevention Structural 1111;1/101 PlafSning Division ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER0S INITIALS: DATE: 11/21/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 12/19/17 ❑ Approved with Conditions ❑ ❑ Denied (corrections entered in Reviews) Notation: (ie: Zoning Issues) REVIEWERc6 INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: I2/I8/2013 PROJECT NAME: Q j Irc )- PERMIT NO: j)T2- 0.30'7 SITE ADDRESS: 3(D90S'0 ev e - -MU(' ORIGINAL ISSUE DATE: a-!4 -/ REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 Ai -/to --l9 dti L1- 23 -tel 0 Summary of Revision: `-'hGtf /?7o-i4Gt,SSeM1b!,( 26Krt —re SSS 1-vtrL y �1 Received by: ? c. ---- REVISION REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov RECEIVED CITY OF TUKWILA APR 1 6 2019 Revision submittals must be submitted in person at the Permit kycitn. Revisions will not be accepted through the mail, fax, etc. CENTER Date: 4/15/2019 Plan Check/Permit Number: D17-0309 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Comfort Station Addition at the Tukwila International Boulevard Station Project Address: 3651 Southcenter Boulevard Contact Person: Bryant Draper Phone Number: 206-587-3797 Summary of Revision: The subject project's Construction Type is IIA, requiring roof construction to have a fire -resistance rating of 1 hour. Current roof/ceiling assembly does not reference a known (tested), documented system. The proposed revision is to provide a tested/documented assembly, requiring minor changes to the current design in order to achieve. Tested Assembly used is Gypsum Association's GA File No. FC 4504. Sheet Number(s): A3.01, A5.01, S0.11, S.013, S0.14, S1.01, S5.01, S5.02, Structural Calculations "Cloud" or highlight all areas of revision including datof revision Received at the City of TukwilaPermit Center q [] Entered in TRAKiT on —) ' W:\Permit Center\ Templates\Forms\Revision Submittal Formdoc Revised: August 2015 Non -Residential Sewe. Jse Certification Sewage Treatment Capacity Charge D17-0309 To be completed for all new sewer connections, reconnections or change of use of existing connections. Please Print or Type 3651 Southcenter Blvd Property Street Address Tukwila WA 98188 City State ZIP Sound Transit contact: Barry Alavi, PE, PMP Sound Transit DECM Owner's Name 401 S Jackson St Owner's Mailing Address Seattle WA 98104 City State ZIP 206-398-5433 Owner's Phone Number including Area Code Barry Alavi 206-398-5433 Property Contact Phone Number including Area Code King County Metro Transit Power & Facilities Party to be Billed (if different from owner) 201 S Jackson St Maiistop: KSC-TR-0210 Address Seattle City WA 98104 State ZIP A. Fixture Units Per Mechanical Sheet M0.01 Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (Interior) 2.5 2.5 Clothes washer or laundry tub 4 2 Sink, bar or lavatory 2 1 1 1 Sink, Clinic flushing 8 8 Sink, kitchen- floor 3 2 1 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 1 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total Fixture Units _ 20 0.35 RCE 7 kg King County Department of Natural Resources and Parks Wastewater Treatment Division For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # 0043000300 Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) City or Sewer District Valley View Date of Connection Side Sewer Permit # Please report any demolitions of pre-existing structures on this property. Credit for a demolition may be given under some circumstances. (See King County Code 28.84.050, 0.5) Demolition of pre-existing structure? ❑ Yes ❑✓ No Was structure on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date Type of structure demolished Request to apply demolition credit to multiple structures? ❑ Yes ❑ No r• B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Bus operator restroom w/ floor drain & freezeless wall hydrant Estimated Wastewater Discharge: 151 Gallons/days Residential Customer Equivalents (RCE): DEC 0 4 2017 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) _ 0.8 RCE TUKWIlA 187 PUBLIC WORKS RECEIVED C. Total Residential Customer Equivalents: (add A & B) A +B 0.35 0.8 1.15 Total RCE Pursuant to King County Code 28.84.050, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council at a rate per month, per residential customer or residential customer equivalent, for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-477-5516. I understand that the information given is correct. I understand that the capacity charge levied will be based on this information. I understand that any deviation may result in a revised capacity charge. Digitally signed by jenniter.leeQkingcounty.gov Signature of Owner/Representative jennifer.lee@kingcounty.gov Zo nn4e a@kIn =ov Date Print Name of Owner/Representative King County Metro Transit Jennifer Lee 7610_6969w_nonres_sewer_cap_chg_1058.indd White - King County Yellow - Local Sewer Agency 12.4.17 Pink - Sewer Customer (Rev. 10/16) E, ti` Lee, Jennifer Subject: RE: TIBS sewer use form from the city Original Message From: Altschuler, Jennifer Sent: Monday, December 04, 2017 2:27 PM To: Lee, Jennifer Subject: RE: TIBS sewer use form from the city Just talked to Barry. Use his name, phone and mailing address for the owner contact information. Metro (Power & Facilities) will be the property contact and billing party. Barry Alavi,PE, PMP Sound Transit Manager, Non- Corridor projects Design, Engineering & Construction Management (DECM) D 206.398.5433 Barry.alavi@soundtransit.org He's in their Union Station building at 401 S. Jackson St., Seattle, WA 98104 Jennifer Original Message From: Lee, Jennifer Sent: Thursday, November 30, 2017 1:34 PM To: Altschuler, Jennifer Subject: TIBS sewer use form from the city Draft sewage treatment form - when asking Barry on who is the best property contact. From: Hetal Ajudia [mailto:hetala@valvue.com] Sent: Friday, October 06, 2017 11:46 AM To: Lee, Jennifer Subject: Valley View Sewer - Certificate of Sewer Availability Hi Jennifer, Please see the attached copy of the Certificate of Sewer Availability and we are mailing the original copy to you as well. Regards, Hetal Valley View Sewer District Phone: 206-242-3236 Fax: 206-242-1527 I E-mail: hetala@valvue.com 1 Attachment to Certificate of Water Availability ' King County Water District No. 125 The following terms and conditions apply to the attached Certificate of Availability ("Certificate") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the. City of Tukwila ("City"). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. RECEIVED However, the issuance of this Certificate creates no contractual CITY OF TU K W I LA relationship between the District and the applicant or the City, and the NOV 1 5 2017 issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will bei, RRMMIT CENTER available to the real property at the time the applicant may apply tartn"e District for such service. 4. Application for and 'the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. Applicant's Signatur District Represent dDate 1o/20 7 five Date \o -\2- City of Tukwila RTIFF'ICATL OF WATER AVAILABILITY Department of Comthunity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov PERMIT NO.: Pre -Application NO. PRE16-0026 Part A: To be completed by applicant Site address (attach map and legal description showing hydrant location and size of main): 3651 Southcenter Blvd see attached maps & legal description • Owner Information -Agent/Contact Person Name:,Name: Sound Transit;_.Jennifer Lee, King County Metro Transit Address:_Address: Union Station 401-S ,.JaeksoT Street Seattle 9t104 201 S Jackson St Mailstop KSC-TR-0431 Sea 98104 Phone: 206-398-5433 Phone: 206-263-8272 This certificate is for the purposes of: ❑ Residential Building Permit . Commercial/Industrial Building Permit ❑ Rezone Commercial TI -MF Alteration Estimated number of service connections and water meter size(s): 1 water service connection for 1" copper line 0 Preliminary Plat ❑ Short Subdivision 0 Other Vehicular distance from nearest hydrant to the closest point of structure is 36 Area is served by (Water Utility District): King County Water District 125 ft, emktifer Lee, bring Cort. OwneriAgent Signature Applicant: King County Metro Transit 10/3/17 Date Part B: To be completed by water utility district 1. The proposed project is within 2. ►.1 No improvements required. TUK1,4I1A`1 inl.G (City/County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: N/A (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 2 residual for a duration of 2 hours ata velocity of _ \ Q fps as documented by the attached calculations. RE 5. Water availability: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. System is not capable of providing service to this project. PERMIT CENTER 00 gpm at 20 psi EIVED CITY OF TUKWILA NOV 152017 I hereby certify that the above information is true and correct. kI7�Cs covInir'Y WATE0. t ICC ik125 Agency/Phone 9.0(0_ 3.41-12... 9,5 Tit. DYLANI MELEY 10 —12 —tom} By DLI, Date plre S to--ice—1 r Th1-'.Wfl. 41#tttr,1uGrarE40AB ttr afratzwor 3460 S 148th Suite 100 Seattle, WA 98168 ' i 'en Phone: (206) 242-3236 SEVER DISTRICT Fax: (206) 242-1527 Rcpt. No. 2 'QZ 4 Q CERTIFICATE OF SEWER AVAILABILITY / NON AVAILABILITY Residential: $ 50.00 Commercial: $ 100.00 C.) Certificate of Sewer Availability OR 0 Certificate of Sewer Non -Availability Part A: (To Be Completed By Applicant ) Purpose of Certificate: Building Permit ■ Preliminary Plat or PUD ■ Short Division ■ Rezone ■ Other Proposed Use: p Commercial ❑ Residential Single Family Residential Multi -Family ■ Other Applicant's Name Jennifer Lee King County Metro Transit Phone Number 2062638272 Property Address 3651 Southcenter Blvd Tax Lot Number 0043000300 'i" X0.0 t -i,. - J. t. --tag- Legal Description (Attach Map and legal Description if Necessary ); 2-,5)ir) see attached en t 17 Part B: (To be Completed by Sewer Agency ) a. A Sewer Service will be provided by side sewer connection only to an existing £ ' size sewer 1 feet from the site and the sewer system has the capacity to serve the proposed use. OR ■ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) The construction of a collection system on the site and/or ❑ (3) Other (describe) 2. Must be completed if 1. b above is checked 0a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR 0 b. The sewer system improvement will require a sewer comprehensive amelgre tvE® 3. a. The proposed project is within the corporate limits of the District, orV ie gT Wl loidary Review Board approval for extension of service outside the District. Nuv 1 5 2017 OR 0 a. Annexation or BRB approval will be necessary to provide service. PERMIT CENTER Service 4. is subject to the following; Permit $ a. District Connection Charges due prior to connection: GFC: $ SFC: $ Unit: $ Total $ (Subject Either a King County/METRO Capacity Charge may be due upon connection b. Easements: ■ to Change on January 1st) Charge, SWSSD or Midway Sewer District Connection to sewers. Required ❑ May be Required c. Other CA aelfyeS 740 ,6Y ea/ tc,v,ar, an-ce✓ G7 -hm r ed GOhs'C6 1011 I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of signature. By " /3,7 Title /ihSpG , Date iVoS 20/7 Th1-'.Wfl. ATTACHMENT TO VALLEY VIEW SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY The following terms and conditions apply to the attached Valley View Sewer District ("District") Certificate of Sewer Availability/Non Availability ("Certificate") 1. This certificate is valid only for the real property referenced herein ("Property") which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This certificate is between the District and the applicant only and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of Seatac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. 1 acknowledge that I have received the Certificate of Sewer Availability/Non -Availability and this attachment, and fully understand the terms and conditions herein. Applicant's signature Date Oct 3, 2017 RECEIVED C/T'; OF TUKWILA NUV 1 5 2017 'ERTvli T CENTER \)41+ 011 2 SS CONDUCTOR SS SCUPPER SYSTEM A5 BIRD DETERRENT SPIKES, TYP. ALONG PARAPET (E) DOWNSPOUT BEHIND 4" SS DOWNSPOUT (E) DOWNSPOUT- \I/ � w MOON MIMI / ■' VMS 1111111811111111111111111111111119111111M111111111111121111111111101111111111111111111111111111111111111M021111111111111111111M111111 BIRD DETERRENT NET NEW OUTLET FROM (E) DS TO PROPOSED ROOF I L WOOD BLOCKING TO BE FIREI RETARDENT TREATED, TYP. r v 1 J A5.01 :44 BUILDING SECTION SCALE: 1 /2"=1'-0" ROOF ASSEMBLY: • SINGLE PLY MEMBRANE ROOFING • 1/2" PROTECTION BRD. • 2 LAYERS 4" RIGID INSUL. • AIR/VAPOR RETARDER. • 5/8" FIRE RETARDENT TREATED • T&G WOOD STRUCTURAL PANEL • MTL. JOISTS PER STRUCTURAL • (2) LAYERS 1/2" TYPE X GWB • FINISH PER RCP SEALED CONC. CURB SEALED CONC. SLAB, SEE ( STRUCTURAL FOR I DESIGN REQTS. I -- oo I (o A5.01 4, F- -DU) 0 COURSE AND 0 0 F- 00 00 • • •i I-1 1 1-1 1 1 I I I>=I %as CONTINUOUS 2" RIGID INSULATION (R-10), TYP. CONCRETE FOUNDATION, SEE STRUCTURAL 1 A3.01 1' A1.04 NOTE: AT THE (E) CONCRETE COLUMN, CONTINUE SLAB TO AN EXPANSION STRIP WITH VOID CAP AND SEAL JOINT. SEE ASSEMBLY TYPES 6" HIGH SEALED CONCRETE CURB • SEALED CONC. SLAB, SEE STRUCTURAL FOR DESIGN REQTS. • 2" TH. RIGID INSULATION • VAPOR RETARDER OVER COMPACTED GRAVEL • COMPACTED EARTH 4/ • •4 4 / 4 PROVIDE EXPANSION JOINT, TYP. ad L DETAIL - WALL BASE (E) PAVING CONTINUE 2" RIGID INSULATION TO TOP OF CONC. CURB 2" RIGID INSULATION ALONG VERT. STEM WALL CONCRETE FOUNDATION. SEE STRUCTURAL SCALE: 1 1/2"=1'-0" 0 0 0 O O 0 0 0 0 0 \ 0 0 0 0 O 0 0 0 0 0 O FULLY WELD MITER JOINT AT GALVANIZED ANGLE PERIMETER, TYP. 0 0 0 0 0 0 O O 0 O/ ... ---► • • • ............ ... .................. • 0 0 0 0 J0 / 0 0 O O\ • o O O 0/ r- -I o (5)..FASTENERS; _ EQUALLY. _SPACED _ ........................ • L . O 0 0 0 O 0 0 0 0 0 0 3' ELEVATION DECORATIVE PANEL SYSTEM SCALE: 1 1/2"=r-0" M c cN TYP. A3.01 PANEL UNIT 0 •4 (E) CONCRETE COLUMN 4" FOAM SEAL EXPANSION JOINT SYSTEM, SEE SPECS. CUT CMU PARALLEL TO SURFACE OF CONC. CLMN. AT POINT OF EXPANSION JOINT AND CONC. FILL CMU CELL AS SHOWN. SEE ASSEMBLY TYPES NEW DETAILS ADDED FILE tC�OPY Permit No. I / 11 ' 4i Plan review approval is subject to errors ano 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: S eV CC. v4cJ . \ ..l Aril 2-3, 9-0 tel f TuKwila BUILDIN . DIVISION Date: 4" FOAM SEAL EXPANSION JOINT SYSTEM, SEE SPECS. DETAIL - SEISMIC JOINT SEPARATE PERMI I REUIREO FOR: Mechanical Electricsi pl;;tmbing Gas Piping City of Tukwila P1.tIL.OING DIVISION SCALE: 1 1 /2"=1'—O" 4 EE S' • i M 7_1 ESSIV I 1 '411111111- Ell SSIMO° PLAN PERFORATED METAL PANEL: 3/16" DIAM., 1/4" STAGGERED CENTERS, 16 GAUGE STAINLESS STEEL 3/4"X3/1`6"TH. CONT. STAINLESS STL. BAR 1 1/4"X1 1 /4"X3/16" GALV. STL. ANGLE, NATURAL FINISH REVISIONS No changes shall be made to the scope of work witnout prior approval of the Tukwila Building Division. NnTC: Revisions will require anew anreview. submittal and may include a plan 1 1 /2"X1 /4"TH. CONTINUOUS STL. BAR, WELD TO ANGLE, PAINT 4X4 STEEL ANGLE PER STRUCTURAL, PAINT CMU 1 /16" NYLON PACER 3/16" S BOLT, TACK—WELD HEAD IN PLA BEFORE IN . ALLATION OF PANE ASTEN WITH SS ACO NUT 1 3/4" (//r/ ////// RET ON NO.3_ 171- D3CPI DECORATIVE PANEL DETAIL SCALE: 6"=1'-0" ANCHOR ,ER STRUC RAL REVIE CODE C • A FORS PLIANCE ROVED APR 22 City ukwila BUILDI G DIVISION RECEIVED CITY OF TUKWILA APR 1 6 2019 PERMIT CENTER 30% DESIGN REVIEW BKD JPG 04 / 2017 60% DESIGN REVIEW PR I S T BKD BD JPG P 10/2017 1/0 , "i POST PERMIT REVISION (PERMIT #D17-0309) BKD JPG 4 / 2019 No. ISSUED FOR I REVISION BY APP'D DATE ATE TON studiOMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 DESIGNED: PROJECT MANAGER: STUDIO MENG STRAZZARA M. STANASZEK DRAWN: APPROVED: B. DRAPER SCALE: AS NOTED SITE LOCATION NO: CHECKED: J. GOEBEL KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: C01251C18 ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION BUILDING SECTIONS AND DETAILS DRAWING NO: A3.01 SHEET NO: OF 9 27 611 CO CO N CO" a) f0 L vl o.. co to ao N 0 I oo in 0 o a, Q co J tit) - O C O O -o ) n. ▪ m OI a) +' to N NI N O Y a) 1_• I 6o #c • 3 w t]Q • 4/i O. •-• C . O O Q C O U Q QI F- 01 ao ON.O YI (P) o ,13 L Q a) co ~ (9 O. 1- 01 I- �vm o >< L.)w o� 3a-. Vi rsj Ln 2 es) dl w N a—I lD O Y 0- c) 0 mr l N . a) N G`Qt'='w w O w w a- > o x 2 8" WIDE STAINLESS STEEL BIRD DETERRENT SPIKES. BASIS OF DESIGN: BIRD—B—GONE ROOF HATCH UNIT, SEE SPECS. Ia1111u1111111111ee11we111111111111111111u111111o111111I111111111111111111e11 11111111111111 SCUPPER FLANGE BEHIND NEW DETAILS ADDED METAL EXTENDER PIECE SET IN SEALANT SEE 1A/A5.01 FOR TYPICAL SCUPPER/CONDUCTOR DETAIL NOTES 3/4" BIRD DETERRENT NETTING. BASIS OF DESIGN: BIRD NET 2000 BY BIRD—B—GONE SINGLE—PLY MEMBRANE ROOFING SYSTEM PROTECTION BOARD (2) LAYERS 4" RIGID INSULATION OVER AIR/VAPOR RETARDER 4X OR BUILT—UP 2X FIRE RETARDENT TREATED WOOD NAILER, TYP. ROOFING/CURB CD AT ROOF ACCESS HATCH CONTINUOUS SEALANT CONTINUOUS REGLET TERMINATION SINGLE—PLY MEMBRANE ROOFING 4X OR BUILT—UP 2X FIRE RETARDENT TREATED WOOD NAILER, TYP. AT PERIMETER CONTINUOUS FOAM BACKER ALONG SEISMIC JOINT SEE A & B/A5.01 FOR ROOF ASSEMBLY BATT INSULATION (E) CONC. COLUMN RETRACTABLE STAIR UNIT, SEE SPECS. SECTION A—A CONTINUOUS SEALANT ROOF DETAIL, TYP. PARAPET 3"=1'-0" PARAPET FLASHING TRIM CLEAT Z METAL BY SIDING MANUFACTURER SIMPSON TITEN 2, 3/16" DIAM. WITH 2" EMBEDMENT ©24" MAX. SPACING. LOCATE IN GROUTED CELL NOT IN MORTAR JOINTS, MIN. 1 1 /2" EDGE DISTANCE (INCLUDING HEAD JOINTS), 4" END DISTANCE METAL SIDING, HORIZONTAL ORIENTATION. BASIS OF DESIGN: FLUSH PANEL BY AEP SPAN 7/8" GALVANIZED HAT CHANNEL AT 43 MIL MIN., TYP. Z METAL BY SIDING MANUFACTURER SILL RASHING WITH HEMMED DRIP EDGE CONTINUOUS REGLET TERMINATION CONTINUOUS SEALANT CONTINUOUS REGLET TERMINATION • 4. CMU WALL 4 SINGLE—PLY MEMBRANE ROOF ASSEMBLY: • SINGLE PLY MEMBRANE ROOFING • 1 /2" PROTECTION BRD. • SLOPED INSUL., 1 /4" PER FOOT • 2 LAYERS 4" RIGID INSUL. SINGLE—PLY MEMBRANE ROOFING SEALANT AND BACKER ROD, TYP. AROUND PERIMETER OF CONDUCTOR A • *5/8" FIRE RETARDENT TREATED T&G WOOD STRUCTURAL PANEL • *MTL. JOISTS PER STRUCTURAL • *(2) LAYERS 1/2" TYPE X GWB L. SS SHEET METAL CONDUCTOR PER SPECIFICATIONS — *1—HR RATED ASSEMBLY GA FILE NO. FC 4504 4X OR BUILT—UP 2X FIRE RETARDENT TREATED WOOD NAILER, TYP. AT PERIMETER 4 2.11116\111\16..\I \Nib. \1110111\10111\ ALIGN BUILT UP 2X FIRE RETARDENT TREATED WOOD NAILERS AROUND SCUPPER OPENING 4" FOAM SEAL EXPANSION JOINT SYSTEM, SEE SPECS. ROOF AT SEISMIC JOINT PIPE PENETRATION MEMBRANE CAP 0.1 x Lu ALIGN FLASHING MEMBRANE SINGLE PLY MEMBRANE ROOFING SYSTEM PROTECTION BOARD CONTINUE BATT INSULATION INTO JOIST CAVITY AS SHOWN (2) LAYERS 4" RIGID INSULATION OVER AIR/VAPOR RETARDER 8" CMU, TYP. SEE STRUCTURAL RECEIVED CITY OF TUKWILA APR 1 6 2019 TYP. PIPE PENETRATION DETAIL FIRE RETARDENT TREATED WOOD STRUCTURAL PANEL, SEE STRUCTURAL WALL ASSEMBLY PER PLANS WALL ASSEMBLY PER PLANS REVIE DE COMPLIANCE APPROVED TER A ROOF DETAILS AT SCUPPER/CONDUCTOR ROOF DETAIL TYP. PERIMETER 30% DESIGN REVIEW 60% DESIGN REVIEW JPG 04 / 2017 JPG 10 / 2017 DESIGNED: PROJECT MANAGER: 81 REGISTERED rrEcT St U d lOmENG STRAZZARA STUDIO MENG STRAZZARA M. STANASZEK APPROVED: AS NOTED SITE LOCATION NO: APR 22 2019 City of Tukwila METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION DATE - B. DRAPER CHECKED: KC PROJECT NO: An OF WASHINGTON ARCHITECTURE PLANNING CONSULTING 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 ONE INCH AT FULL SIZE J. GOEBEL RECOMMENDED: KC CONTRACT NO: No. ISSUED FOR / REVISION DATE C01251C18 IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation ROOF DETAILS DRAWING NO: SHEET NO: OF 10 27 .5 I- I - a`) U) 0 0 E a. U) v 00 e- 0 di 0 (.1 U) 0. ai m -a 0 a 3 0 cf)I N U 2 U U, B 0 z a> KC Metro Comfort Stations\Task 02 - TIBS\01 Path: U:\16351-16700\1600542 Xref Filename: I KCMCS2xTB DESIGN LOADS ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, AS AMENDED BY THE CITY OF TUKWILA. LIVE LOADS IN ADDITION TO THE DEAD LOADS, THE FOLLOWING FLOOR LIVE LOADS WERE USED FOR DESIGN. LIVE LOAD REDUCTION IS PER IBC SECTION 1607.10. COMFORT STATION 40 PSF ROOF 20 PSF REDUCIBLE UNREDUCIBLE X X REFER TO TABLE 1607.1 IN THE IBC FOR RELEVANT CONCENTRATED LIVE LOADS. ROOF SNOW LOAD THE ROOF SNOW LOAD IS DETERMINED USING CHAPTER 7 OF ASCE 7 IN ACCORDANCE WITH IBC SECTION 1608 AND WITH THE FOLLOWING FACTORS: MINIMUM DESIGN LOAD 25 PSF WITHOUT DRIFT Pg = 20 PSF Ce = 0.9 Is = 1.0 Ct = 1.1 Pf = 14 PSF SEISMIC LOADS THE SEISMIC FORCE -RESISTING SYSTEM (SFRS) USED TO RESIST EARTHQUAKE AND WIND LOADS IS COMPRISED OF MASONRY SHEAR WALLS DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF ACI 530 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES". EARTHQUAKE DESIGN IS BASED ON THE EQUIVALENT LATERAL FORCE PROCEDURE IN ASCE 7 SECTION 12.8 WITH THE FOLLOWING FACTORS: SITE CLASS D RISK CATEGORY II SEISMIC DESIGN CATEGORY D Ss = S1 = Sds= Sd1= R = V = 1.48 g 0.56 g 0.99 g 0.56 g 5 BASE SHEAR = 5 KIPS hn = T = TL = le = Cs = 10 FT 0.12 SECONDS 6 SECONDS 1.0 0.198 WIND LOADS WIND LOAD IS DETERMINED USING CHAPTERS 26-31 OF ASCE 7 IN ACCORDANCE WITH IBC SECTION 1609 WITH THE FOLLOWING FACTORS: RISK CATEGORY II EXPOSURE CATEGORY B Vult = 110 MPH Kzt Gcpi Vasd = 1.0 = ±0.18 = 85 MPH DESIGN WIND PRESSURES FOR DETERMINING FORCES ON COMPONENTS AND CLADDING SHALL BE DETERMINED USING CHAPTER 30 OF ASCE 7 IN ACCORDANCE WITH IBC SECTION 1609 BY THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN OF SUCH ELEMENTS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. STORY DRIFTS THE MAXIMUM LATERAL DISPLACEMENTS WITH RESPECT TO THE LEVEL BELOW (STORY DRIFTS) ARE AS FOLLOWS: SEISMIC: INELASTIC STORY DRIFT = 1.0% OF STORY HEIGHT ELASTIC STORY DRIFT = INELASTIC STORY DRIFT DIVIDED BY Cd/Ie, WHERE Cd/Ie = 3 1/2 WIND: STORY DRIFT = 0.1% OF STORY HEIGHT SOIL LOADS ALLOWABLE SOIL -BEARING PRESSURE 2500 PSF DL + LL 3330 PSF DL + LL + SEISMIC/WIND GENERAL NOTES SUBMITTALS SHOP DRAWINGS SHALL BE SUBMITTED TO THE PROJECT REPRESENTATIVE PRIOR TO ANY FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: CONCRETE OR MASONRY REINFORCEMENT, STEEL DECK. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY AND THE SUPPORTING STRUCTURAL CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN AND SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. DEFERRED SUBMITTALS PER IBC SECTION 107.3.4.1, DRAWINGS AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN AND SHALL BE SUBMITTED TO THE PROJECT REPRESENTATIVE AND THE BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. DEFERRED SUBMITTALS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: EQUIPMENT ANCHORAGE SEISMIC DESIGN OF NONSTRUCTURAL COMPONENTS INTERIOR NONBEARING COLD -FORMED STEEL FRAMING. NONSTRUCTURAL COMPONENTS DESIGN, DETAILING AND ANCHORAGE OF ALL NONSTRUCTURAL COMPONENTS SHALL BE IN ACCORDANCE WITH IBC SECTION 1613, ASCE 7 CHAPTER 13, AND THE PROJECT SPECIFICATIONS. NONSTRUCTURAL COMPONENTS DESIGNED BY OTHERS SHALL NOT INDUCE TORSIONAL LOADING INTO SUPPORTING STEEL STRUCTURAL MEMBERS WITHOUT ADDITIONAL BRACING OF THOSE MEMBERS TO ELIMINATE TORSIONAL FORCES. TORSIONAL BRACING SHALL BE DESIGNED BY THE NONSTRUCTURAL COMPONENT DESIGNER AND APPROVED BY THE ENGINEER. STRUCTURAL NOTES DESIGN, DETAILING AND CONSTRUCTION OF ALL NONSTRUCTURAL COMPONENTS WHICH ATTACH TO STRUCTURE SHALL ACCOMMODATE CONSTRUCTION TOLERANCES AS ESTABLISHED BY THE STRUCTURAL SPECIFCIATIONS. ANY NONSTRUCTURAL COMPONENTS WHICH ATTACH TO MORE THAN ONE LEVEL OF THE STRUCTURE SHALL ALSO ACCOMMODATE THE RELATIVE MOVEMENTS BETWEEN LEVELS WITHOUT DAMAGE TO THE NONSTRUCTURAL COMPONENTS. IN ADDITION, NONSTRUCTURAL COMPONENTS ATTACHED TO MORE THAN ONE LEVEL SHALL ACCOMMODATE INELASTIC STORY DRIFT WITHOUT CREATING A LIFE SAFETY HAZARD. INSPECTION SPECIAL INSPECTION PER IBC CHAPTER 17 SHALL BE PERFORMED BY AN APPROVED TESTING AGENCY AS INDICATED IN THE STATEMENT OF SPECIAL INSPECTIONS AND TESTING. ALL PREPARED SOIL -BEARING SURFACES SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. SOILS COMPACTION SHALL BE SUPERVISED BY AN APPROVED TESTING AGENCY OR GEOTECHNICAL ENGINEER. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS, AND EXISTING CONDITIONS IN THE FIELD BEFORE PROCEEDING. CONTRACTOR SHALL NOTIFY THE PROJECT REPRESENTATIVE OF ANY DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OR FABRICATION. IN CASE OF DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS, THE CONTRACTOR SHALL OBTAIN DIRECTION FROM THE PROJECT REPRESENTATIVE BEFORE PROCEEDING. DIMENSIONS NOTED AS PLUS OR MINUS (±) INDICATE UNVERIFIED DIMENSIONS AND ARE APPROXIMATE. NOTIFY PROJECT REPRESENTATIVE IMMEDIATELY OF CONFLICTS OR EXCESSIVE VARIATIONS FROM INDICATED DIMENSIONS. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS --DO NOT SCALE DRAWINGS. DIMENSIONS OF EXISTING CONDITIONS MAY BE BASED ON RECORD DRAWINGS AND ARE TO BE FIELD -VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS, EXISTING CONSTRUCTION AND SOIL EXCAVATIONS, AS REQUIRED, AND IN A MANNER SUITABLE TO THE WORK SEQUENCE. TEMPORARY SHORING AND BRACING SHALL NOT BE REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH. NO REINFORCING BARS IN EXISTING CONSTRUCTION SHALL BE CUT UNLESS DIRECTED TO BY THE PROJECT REPRESENTATIVE OR AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. SOILS ALL TOPSOIL ORGANICS AND LOOSE SURFACE SOIL SHALL BE REMOVED FROM BENEATH FILL SUPPORTING CONCRETE SLABS OR PAVING. FOOTINGS SHALL BE FOUNDED ON FIRM AND UNYIELDING SOIL. MEMBER SPACING ALL FRAMING MEMBERS SHALL BE EQUALLY SPACED BETWEEN GRID LINES, COLUMNS, AND DIMENSIONED FRAMING UNLESS NOTED OTHERWISE. CONCRETE CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF IBC CHAPTER 19. CONCRETE MIXTURES CONCRETE MIXTURES SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CONCRETE MIXTURES fc (PSI) TEST AGE (DAYS) EXPOSURE CLASS USE 3,000 28 Fl SO WO Cl INTERIOR SLAB -ON -GRADE, CURBS AND PADS 4,500 28 F2 SO WO Cl FOUNDATIONS AND CONCRETE WALLS CONCRETE MIXTURES SHALL CONFORM TO THE MOST STRINGENT REQUIREMENTS FOR EXPOSURE CLASSES SPECIFIED IN THE TABLE ABOVE AND ACI 318 TABLE 19.3.2.1. WATER -REDUCING ADMIXTURES MAY BE INCORPORATED IN CONCRETE MIX DESIGNS, BUT SHALL CONFORM TO ASTM C 494, AND BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CaCl2 OR OTHER WATER-SOLUBLE CHLORIDE ADMIXTURES SHALL NOT BE USED. WATER/CEMENTITIOUS MATERIALS RATIO SHALL BE MEASURED BY WEIGHT AND -SHALL BE BASED ON THE TOTAL CEMENTITIOUS MATERIAL. WATER/CEMENTITIOUS MATERIALS RATIO AND WATER CONTENT SHALL BE DETERMINED BY THE SUPPLIER BASED ON STRENGTH REQUIREMENTS AND SHALL NOT EXCEED THE MAXIMUM WATER/CEMENTITIOUS MATERIAL RATIO AND/OR WATER CONTENT of 0.45 OR IN ACI 318 TABLE 19.3.2.1 FOR THE EXPOSURE CLASSES LISTED. FIELD -MEASURED SLUMP SHALL CONFORM TO THE SUBMITTED CONCRETE MIX DESIGN. TOLERANCE OF SLUMP SHALL CONFORM TO ASTM C 94. ALL CONCRETE SUBJECT TO EXPOSURE CLASSES F1, F2 OR F3 SHALL BE AIR ENTRAINED. AIR -ENTRAINING AGENTS SHALL CONFORM TO ASTM C 260. THE AMOUNT OF ENTRAINED AIR SHALL BE ACCORDING TO ACI 318 TABLE 19.3.3.1 WITH A FIELD TOLERANCE OF ±1.5 PERCENT BY VOLUME. THE AMOUNT OF ENTRAINED AIR SHALL BE MEASURED IN THE FIELD AT THE DISCHARGE FROM THE TRUCK. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL 2 WEEKS PRIOR TO PLACING ANY CONCRETE. THE MIX DESIGN SHALL BE IN CONFORMANCE WITH ACI 318, CHAPTER 19. THE SUBMITTAL SHALL INDICATE WHERE EACH CONCRETE MIX IS TO BE USED ON THE PROJECT, AS WELL AS THE MAXIMUM AGGREGATE SIZE OF EACH MIX. MAXIMUM AGGREGATE SIZE SHALL CONFORM TO THE PROJECT SPECIFICATIONS. CURING IF THE AIR TEMPERATURE WILL EXCEED 75 DEGREES F WITHIN 48 HOURS OF PLACING CONCRETE, A MOIST CURE SHALL BE APPLIED TO THE CONCRETE FOR A PERIOD OF 36 HOURS AFTER FINISHING CONCRETE SURFACES. REFER TO THE PROJECT SPECIFICATIONS FOR CURING REQUIREMENTS. REINFORCING STEEL DEFORMED BARS SPECIAL DUCTILE QUALITY DEFORMED BARS HEADED DEFORMED BARS ADHESIVE REINFORCING DOWELS (ARD) THREADED ARD ASTM A 615, GRADE 60 ASTM A 706, GRADE 60 LOW ALLOY ASTM A 970, HEAD TYPE HA ASTM A 615, GRADE 60 ADHESIVE AS REQUIRED PER POST -INSTALLED ANCHORS ASTM A 36, UNO REINFORCING SHALL BE SUPPORTED AS SPECIFIED BY THE PROJECT SPECIFICATIONS AND THE CRSI MANUAL OF STANDARD PRACTICE. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI STANDARD OF PRACTICE AS OUTLINED IN ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." LAP ALL REINFORCING BARS AS NOTED ON THE DRAWINGS. WHERE SPLICE LENGTH IS NOT SHOWN, USE TYPE Lb (Lbt FOR TOP BARS) SPLICE PER DEVELOPMENT AND SPLICE LENGTH SCHEDULE. MECHANICAL SPLICES CALLED OUT ON THE PLANS SHALL BE TYPE 1, UNLESS OTHERWISE NOTED. TYPE 1 SPLICES SHALL DEVELOP 125 PERCENT OF THE YIELD CAPACITY OF THE SPLICED BARS IN BOTH TENSION AND COMPRESSION. TYPE 2 SPLICES SHALL DEVELOP THE SPECIFIED TENSILE STRENGTH OF THE SPLICED BARS IN TENSION IN ADDITION TO MEETING TYPE 1 SPLICE REQUIREMENTS. SUBMIT ICC -ES OR IAPMO UES REPORT VALID FOR THE 2015 IBC DEMONSTRATING COMPLIANCE OF COUPLERS WITH THESE REQUIREMENTS. AT THE CONTRACTOR'S OPTION AND WITH THE PROJECT REPRESENTATIVE'S APPROVAL, HEADED DEFORMED BARS MAY BE USED IN LIEU OF REINFORCING BARS SHOWN WITH STANDARD 90 OR 180 DEGREE HOOKS AND MECHANICAL SPLICES MAY BE USED IN LIEU OF LAP SPLICES. USE OF HEADED DEFORMED BARS IS SUBJECT TO CONFORMANCE WITH ACI 318 SECTION 25.4.4. USE OF MECHANICAL SPLICES IS SUBJECT TO CONFORMANCE WITH ACI 318 SECTION 18.2.7 AND REQUIRES SUBMITTAL OF AN ICC -ES OR IAPMO UES REPORT VALID FOR THE 2015 IBC. REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS, UNLESS NOTED OTHERWISE: USE NONSTRUCTURAL SLAB -ON -GRADE WALL BARS: INTERIOR FACES EXPOSED TO EARTH OR WEATHER FOOTING: BOTTOM BARS TOP BARS COVER 3" 3/4" 1 1/2" (#5 AND SMALLER) 2" (#6 AND LARGER) 3" (CAST AGAINST EARTH) 1 1/2" 2" (#6 AND LARGER WHERE EXPOSED TO EARTH OR WEATHER) SIDE BARS 2" WELDING OF REINFORCING, WHERE APPROVED BY THE PROJECT REPRESENTATIVE, SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES AND PREHEATED IN ACCORDANCE WITH AWS D1.4, REINFORCING STEEL WELDING CODE. WELDERS AND WELDING PROCEDURES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS D1.4. MATERIALS SHALL CONFORM TO THE FOLLOWING: REINFORCING BARS TO BE WELDED ASTM A 706, GRADE 60, LOW ALLOY WELDING ELECTRODES E80XX NONSHRINK GROUT BASE PLATE GROUT SHALL BE NONSHRINK TYPE WITH MINIMUM fc = 8,000 PSI. ALL OTHER NONSHRINK GROUT SHALL HAVE MINIMUM fc = 5,000 PSI. MASONRY CONCRETE MASONRY ALL CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C 90 WITH AVERAGE NET COMPRESSIVE STRENGTH OF 2000 PSI. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF fm = 2000 PSI AT 28 DAYS AFTER GROUTING. CONCRETE MASONRY WALLS SHALL BE REINFORCED AS SHOWN IN THESE DRAWINGS. MASONRY SHALL BE FULLY GROUTED, UNLESS NOTED OTHERWISE. MORTAR ALL MORTAR SHALL BE TYPE S AND SHALL CONFORM TO IBC SECTION 2103. MASONRY GROUT GROUT MATERIALS AND PROPORTIONS SHALL CONFORM TO TMS 602. MORTAR SAND SHALL BE USED. GROUT SHALL BE PLACED IN LIFTS NOT EXCEEDING 5'-4". GREATER LIFT HEIGHTS MAY BE ACCEPTABLE IF THE CONTRACTOR CAN DEMONSTRATE COMPLIANCE WITH THE GROUTING REQUIREMENTS OF TMS 602 SECTION 3.5D OR THE GROUT DEMONSTRATION PANEL REQUIREMENTS OF TMS 602 SECTION 1.6E. IF A GROUT DEMONSTRATION PANEL IS PROPOSED, THE CONTRACTOR SHALL SUBMIT A TEST PANEL CONFIGURATION AND GROUTING PROCEDURE FOR REVIEW. THE TEST PANEL CONFIGURATION, GROUTING PROCEDURE, AND ACCEPTANCE CRITERIA SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. REINFORCING STEEL REINFORCING SHALL CONFORM TO IBC SECTION 2103.4 AND TMS 602. DEFORMED BARS SHALL BE GRADE 60 AND SHALL BE SECURELY PLACED. WOOD ALL ROOF SHEATHING SHALL BE INSTALLED FACE GRAIN PERPENDICULAR TO SUPPORTS OR AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL BE UNBLOCKED OR AS INDICATED ON DRAWINGS. INSTALL WITH 1/8" GAP BETWEEN PANELS. SCREWS SHALL BE DRIVEN FLUSH, BUT SHALL NOT FRACTURE THE SURFACE OF SHEATHING. FASTENING NOT SHOWN SHALL BE AS INDICATED IN IBC TABLE 2304.10.1. RATED SHEATHING WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF U.S. DEPARTMENT OF COMMERCE (DOC) PS -1 "CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR DOC PS -2 "PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS". EACH PANEL SHALL BEAR THE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. PANELS SHALL BE FIRE RETARDENT TREADED AS IDENTIFIED BY THE ARCHITECT. ROOF SHEATHING 5/8" CATEGORY APA RATED SHEATHING, 40/20, EXPOSURE 1 1 ANCHORS POST -INSTALLED ANCHORS PROVIDE POST -INSTALLED ANCHORS PER THE FOLLOWING SCHEDULE UNLESS NOTED OTHERWISE: ANCHORS IN CONCRETE ANCHOR TYPE APPROVED ANCHOR(S) EVALUATION REPORT ADHESIVE SIMPSON SET -XP ICC -ES ESR -2508 MECHANICAL SIMPSON STRONG -BOLT 2 ICC -ES ESR -3037 ANCHORS IN MASONRY ANCHOR TYPE APPROVED ANCHOR(S) EVALUATION REPORT ADHESIVE • SIMPSON SET -XP IAPMO UES ER -265 MECHANICAL SIMPSON STRONG -BOLT 2 IAPMO UES ER -240 SCREW SIMPSON TITEN 2 IAPMO UES ER -466 USE OF ALTERNATE PRODUCTS, OR OF POST -INSTALLED ANCHORS AT LOCATIONS NOT SHOWN IN THESE DRAWINGS, IS SUBJECT TO THE APPROVAL OF THE PROJECT REPRESENTATIVE. SUBMIT PROPOSED ANCHORS TO THE PROJECT REPRESENTATIVE WITH AN ICC -ES OR IAPMO UES REPORT VALID FOR THE 2015 IBC. SUBMITTED ICC -ES AND IAPMO UES REPORTS SHALL DEMONSTRATE THAT THE ANCHORS ARE SUITABLE FOR USE IN CRACKED CONCRETE OR UNCRACKED, FULLY GROUTED REINFORCED CONCRETE MASONRY UNITS. WHERE ANCHORS RESIST SEISMIC LOADS, SUBMITTED ICC -ES AND IAPMO UES REPORTS SHALL DEMONSTRATE THAT THE ANCHORS ARE SUITABLE FOR THE RESISTANCE OF SEISMIC LOADS. ADHESIVES SHALL NOT BE INSTALLED PRIOR TO THE CONCRETE REACHING AN AGE OF 21 DAYS AS REQUIRED BY ACI 318. DRAWING LIST S0.11 STRUCTURAL NOTES AND DRAWING LIST S0.12 STRUCTURAL NOTES, ABBREVIATIONS AND SYMBOLS S0.13 STATEMENT OF SPECIAL INSPECTIONS S0.14 STATEMENT OF SPECIAL INSPECTIONS S1.01 FOUNDATION AND ROOF FRAMING PLANS S4.01 TYPICAL CONCRETE DETAILS S5.01 COLD -FORMED STEEL AND METAL DECK DETAILS S5.02 COLD -FORMED STEEL AND METAL DECK DETAILS S6.01 TYPICAL CMU DETAILS REVIEWED FOR CODE COMPLIANCE APPROVED APR 22 2019 City of Tukwila BUILDING DIVISION VI RECEIVED CITY OF TUKWILA APR 162019. PERMIT CENTER 30% DESIGN REVIEW TSW SLR 04/2017 60% DESIGN REVIEW PERMIT SET TSW TSW SLR SLR 10 / 2017 11 / 2017 POST PERMIT REVISION (PERMIT #D17-0309) TSW SLR 4/2019 No. ISSUED FOR / REVISION BY APP'D DATE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com stud IOMENG ARCHITECTURE PLANNING CONSULTING ST 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 DESIGNED: T WILLIAMS DRAWN: B RONIA PROJECT MANAGER: M. STANASZEK SCALE: AS NOTED APPROVED: SITE LOCATION NO: CHECKED: T WILLIAMS KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE 1 I IF NOT ONE INCH, SCALE ACCORDINGLY Las King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION, TUKWILA, WA 98188 DRIVER'S COMFORT STATION STRUCTURAL NOTES AND DRAWING LIST DATE: APRIL 2019 DRAWING NO: 50.11 SHEET NO: OF 11 27 °M"1 -6369 E I - a) 0 0 0 E a ti 0 th n. ai ro 0 a M r O N cn0 0 a) 0 Z a) 0 U:\16351-16700\1600542 - KC Metro Comfort Stations\Task 02 - TIBS\01 Xref Filename: I KCMCS2xTB STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING TABLE 1 - REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS SYSTEM OR MATERIAL INSPECTION REMARKS IBC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY (NOTE 6) CONTINUOUS PERIODIC SOILS VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. TB 1705.6 1705.6 - - X WHERE FABRICATION OF STRUCTURAL, LOAD-BEARING OR LATERAL LOAD -RESISTING MEMBERS OR ASSEMBLIES IS BEING PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE AS REQUIRED BY TABLE 2 AND AS REQUIRED ELSEWHERE IN THE STATEMENT OF SPECIAL INSPECTIONS. REFERENCE SECTION 1704.2.5.1 FOR APPROVED FABRICATOR EXCEPTION. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. - X TABLE 2 - REQUIRED STRUCTURAL SPECIAL INSPECTIONS SYSTEM OR MATERIAL INSPECTION REMARKS IBC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY (NOTE 6) CONTINUOUS PERIODIC FABRICATION INSPECTION IN FABRICATION SHOP 1704.2.5 - _ _ WHERE FABRICATION OF STRUCTURAL, LOAD-BEARING OR LATERAL LOAD -RESISTING MEMBERS OR ASSEMBLIES IS BEING PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE AS REQUIRED BY TABLE 2 AND AS REQUIRED ELSEWHERE IN THE STATEMENT OF SPECIAL INSPECTIONS. REFERENCE SECTION 1704.2.5.1 FOR APPROVED FABRICATOR EXCEPTION. CONCRETE INSPECT REINFORCEMENT, INCLUDING EMBEDMENTS AND PRESTRESSING TENDONS, AND VERIFY PLACEMENT. TB 1705.3(1) 1705.3 1908.4 ACI 318: 20, 25.2-25.3, 26.6.1-26.6.3, 26.8, 26.13.3 - X TOLERANCE AND REINFORCING PLACEMENT PER ACI 318: 26.6 INSPECTION OF REINFORCING STEEL WELDING TB 1705.3(2) 1705.3.1 ACI 318: 26.6.4 AWS D1.4: 7 - - EXCEPT AS NOTED OTHERWISE MATERIAL VERIFICATION OF WELD FILLER METALS 1705.3.1COPY - X MANUFACTURER'S CERTIFIED TEST REPORTS VERIFYING USE OF PROPER WELDING PROCEDURE SPECIFICATIONS - X OF WELDING PROCEDURE SPECIFICATIONS VERIFYING WELDER QUALIFICATIONS - X COPY OF QUALIFICATION CARDS VERIFY WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A 706. TB 1705.3 (2.a) AWS D1.4 ACI 318: 26.6.4_ - X CERTIFIED MILL TEST REPORTS INSPECT SINGLE PASS FILLET WELDS, MAXIMUM 5/16" TB 1705.3 (2.b) 1705.4 X - INSPECT ALL OTHER WELDS TB 1705.3 (2.c) X - ALL WELDS VISUALLY INSPECTED PER AWS D1.4: 7.5 INSPECT ANCHORS CAST IN CONCRETE WAC 51-50-1705 ACI 318 17.8.2 - X ALL ANCHORS SHALL BE VISUALLY INSPECTED INSPECT ANCHORS POST -INSTALLED IN HARDENED CONCRETE MEMBERS: ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. WAC 51-50-1705 ACI 355.4 ICC/IAPMO EVALUATION REPORT ACI 318: 17.8.2.4, 26.13.3 X - REFER TO ANCHOR CALLOUTS FOR SUSTAINED TENSION (ST) DESIGNATION MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED ABOVE. WAC 51-50-1705 ACI 355.4 ICC/IAPMO EVALUATION REPORT ACI 318: 17.2, 26.13.3 - X (NOTE 7) ALL ANCHORS SHALL BE VISUALLY INSPECTED VERIFY USE OF REQUIRED DESIGN MIX. TB 1705.3(5) 1705.3 1904 1908.2 1908.3 ACI 318: 19, 26.4.3-26.4.4, 26.13.3 - X - PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. TB 1705.3(6) 1908.10 ASTM C 172 ASTM C 31 ACI 318: 26.4, 26.12 X - - INSPECT CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. TB 1705.3(7) 1705.3 1908.6-8 ACI 318: 26.5, 26.13.3 X - - VERIFY CURING METHOD AND DURATION OF CURING FOR EACH MEMBER. _ ACI 318: 26.13.3.3(b) - X - INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. TB 1705.3(12) 1705.3 ACI 318: 26.11.1.2(b) ( ) - X - INSPECT REINFORCING STEEL MECHANICAL COUPLERS, TERMINATORS AND FORM SAVERS - ICC/IAPMO EVALUATION REPORTS - X VISUALLY INSPECT FOR CORRECT ASSEMBLY AND LOCATION MASONRY - LEVEL B VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE FOR SELF -CONSOLIDATING GROUT. 1705.4 TMS 602: TB 4 TMS 602: 1.5 B.1.b.3 X - - VERIFICATION OF I'm PRIOR TO CONSTRUCTION, EXCEPT WHERE SPECIFICALLY EXEMPTED BY THE CODE. TMS 602: TB 4 TMS 602:1.4 B - X - VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS TMS 602: TB 4(1) TMS 602: 1.5 - X - AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: PROPORTIONS OF SITE -PREPARED MORTAR 1705.4 TMS 602: TB 4(2.a) TMS 602: 2.1, 2.6 A - X - CONSTRUCTION OF MORTAR JOINTS TMS 602: TB 4(2.b) TMS 602: 3.3 B - X - LOCATION OF REINFORCEMENT AND CONNECTORS TMS 602:TB 4(2.d) TMS 602: 3.4 - X - PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: GROUT SPACE 1705.4 TMS 602: TB 4(3.a) TMS 602: 3.2 D, 3.2 F - X - GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS TMS 602: TB 4(3.b) TMS 602: 2.4, 3.4 TMS 402: 6.1 - X - PLACEMENT OF REINFORCEMENT AND CONNECTORS TMS 602: TB 4(3.c) TMS 602: 3.2 E, 3.4 TMS 402: 6.1-6.2 - X - PROPORTIONS OF SITE -PREPARED GROUT TMS 602: TB 4(3.d) TMS 602: 2.6 B - X - CONSTRUCTION OF MORTAR JOINTS TMS 602: TB 4(3.e) TMS 602: 3.3 B - X - VERIFY DURING CONSTRUCTION: SIZE AND LOCATION OF STRUCTURAL ELEMENTS 1705.4 TMS 602: TB 4(4.a) TMS 602: 3.3 F - X - TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTION TMS 602: TB 4(4.b) TMS 402: 1.2.1(e), 6.1.4.3, 6.2.1 - X - WELDING OF REINFORCEMENT TMS 602: TB 4(4.c) TMS 402: 8.1.6.7.2, 9.3.3.4(c) X - ALL WELDS VISUALLY INSPECTED PER AWS D1.4: 7.5 REFER TO CONCRETE FOR WELDING REQUIREMENTS PREPARATION, CONSTRUCTION, AND PROTECTION DURING COLD WEATHER (TEMPERATURE BELOW 40°F) OR HOT WEATHER (ABOVE 90°F) 1705.4 TMS 602: TB 4(4.d) TMS 602: 1.8 C, 1.8 D - X - PLACEMENT OF GROUT IS IN COMPLIANCE 1705.4 TMS 602: TB 4(4.f) TMS 602: 3.5 X - - OBSERVE PREPARATION OF GROUT SPECIMENS, O SP CI S / P ISM AN,TMS 1705.4 TMS 602: TB 4(5) 0 :1.4 X - WOOD FASTENING OF DIAPHRAGM SHEATHING WITH FGS NAILING 4 INCHES N CENTER OR LESS 1705.12.2 - - X ALL FASTENING VISUALLY INSPECTED. NOT REQUIRED WHERE THE FASTENER SPACING IS MORE THAN 4 INCHES ON CENTER. 1 V '`OR D COMPLIANCE APPROVED APR 22 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 162019. PERMIT CENTER 30% DESIGN REVIEW TSW SLR 04/2017 60% DESIGN REVIEW PERMIT SET TSW TSW SLR SLR 10/2017 11 / 2017 POST PERMIT REVISION (PERMIT #D17-0309) TSW SLR 4/2019 No. ISSUED FOR / REVISION BY APP'D DATE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com stud iQ4ENG ST,• ,1 ARCHITECTURE 2001 Western Ave, Suite 200 PLANNING Seattle, WA 98121 CONSULTING T: 206.587.3797 DESIGNED: T WILLIAMS DRAWN: B RONIA CHECKED: PROJECT MANAGER: M. STANASZEK SCALE: AS NOTED APPROVED: SITE LOCATION NO: T WILLIAMS KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE 1" IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION, TUKWILA, WA 98188 DRIVER'S COMFORT STATION STATEMENT OF SPECIAL INSPECTIONS DATE: APRIL 2019 DRAWING NO: S0.13 SHEET NO: OF 13 27 bri -030q Path: U:116351-1670011600542 KC Metro Comfort Stations\Task 02 - TIBS\01 - GenlNotes\KCMCS2_S014.dwg Plot date: Apr 15, 2019-01:19:11 pm CAD User: TravisW. Xref Filename: I KCMCS2xTB STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS. AND TESTING TABLE 2 - REQUIRED STRUCTURAL SPECIAL INSPECTIONS (CONT) SYSTEM OR MATERIAL INSPECTION REMARKS IBC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY (NOTE 6) CONTINUOUS PERIODIC COLD -FORMED STEEL FRAMING MATERIAL VERIFICATION OF WELDING CONSUMABLES _ AISI S100: APP. A E2a - X MANUFACTURER'S CERTIFIED TEST REPORTS VERIFYING USE OF PROPER WPS - X COPY OF WELDING PROCEDURE SPECIFICATIONS. VERIFYING WELDER QUALIFICATIONS - X COPY OF QUALIFICATION CARDS WELDED FRAMING CONNECTIONS - AWS D1.3: 6 - X ALL WELDS VISUALLY INSPECTED PER AWS D1.3: 6.1 TABLE 2A - REQUIRED STRUCTURAL SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE SYSTEM OR MATERIAL INSPECTION REMARKS IBC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY (NOTE 6) CONTINUOUS PERIODIC GENERAL SEISMIC FORCE -RESISTING SYSTEMS (SFRS) IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY C, D, E OR F 1704.3.2 1705.12 - X - REFERENCE GENERAL STRUCTURAL NOTES FOR OUTLINE OF SFRS SYSTEM. REFERENCE TABLE 2A FOR MATERIAL SPECIFIC INSPECTION REQUIREMENTS. SYSTEM OR MATERIAL INSPECTION REMARKS IBC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY (NOTE 6) CONTINUOUS PERIODIC COLD -FORMED STEEL FRAMING WELDED CONNECTIONS FOR DIAPHRAGM ELEMENTS, DRAG STRUTS, SHEAR WALL ELEMENTS AND BRACING. 1705.12.3 AWS D1.3: 6 - X ALL WELDS VISUALLY INSPECTED PER AWS D1.3: 6.1 CONNECTIONS FOR DIAPHRAGM ATTACHMENT, DIAPHRAGM CHORDS, DRAG STRUTS, SHEAR WALL ELEMENTS, BRACING AND HOLD-DOWNS. - - X ALL CONNECTIONS VISUALLY INSPECTED. NOT REQUIRED IF SHEATHING IS GYPSUM BOARD, FIBERBOARD, OR IF SHEATHING IS WOOD STRUCTURAL PANEL OR STEEL SHEET ON ONLY ONE SIDE AND FASTENER SPACING IS MORE THAN 4 INCHES ON CENTER TABLE 3 - REQUIRED STRUCTURAL TESTING SYSTEM OR MATERIAL TESTING REMARKS IBC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY CONTINUOUS PERIODIC GEOTECHNICAL FILL IN-PLACE DENSITY OR PREPARED SUBGRADE DENSITY 1705.6 VARIES; MINIMUM PER IBC APPENDIX J107.5 - X MATERIAL VERIFICATION VARIES; CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS - X CONCRETE COMPOSITE SAMPLES 1903 1705.3 ASTM C 172 ACI 318: 26.12 ONE SAMPLE FOR EA 150 CY NOR LESS THAN 5,000 SQ FT OF SLABS AND WALLS, ONE SET PER DAY MIN OBTAIN WHEN FRESH CONCRETE IS PLACED FOR EACH MIX DESIGN USED CONCRETE STRENGTH, UNO ASTM C 39 ACI 318: 26.12 EACH SAMPLE: 1 CYL - 7 DAYS 3 CYL - TEST AGE 1 CYL - HOLD (NOTE 8) REFER TO GENERAL NOTES FOR TEST AGE. FOR 6 BY 12 -INCH CYLINDERS, 2 CYLINDERS AT TEST AGE IS PERMITTED. CYL = CYLINDER CONCRETE SLUMP ASTM C 143 ONE TEST PER COMPOSITE SAMPLE AT POINT OF PLACEMENT CONCRETE AIR CONTENT ASTM C 231 ONE TEST PER COMPOSITE SAMPLE • MIN ONE PER DAY CONCRETE TEMPERATURE ASTM C 1064 ONE TEST PER COMPOSITE SAMPLE ONE TEST PER HOUR WHEN AIR TEMP IS BELOW 40 DEG F OR ABOVE 80 DEG F MASONRY UNIT STRENGTH METHOD 2105 1705.4 ASTM C 62 ASTM C 216 ASTM C 652 ASTM C 476 ASTM C 55 ASTM C 90 TMS 602: 1.4 B.2 - - PRISM TEST METHOD 2105 1705.4 ASTM C 1314 TMS 602: 1.4 B.3 TESTING EVERY 5,000 SQ FT _ STATEMENT OF SPECIAL INSPECTION AND TESTING NOTES: 1. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE (IBC) AND THE REFERENCE CODES AND STANDARDS LISTED IN NOTE 2. REFER TO TABLES 1 AND 2 FOR SPECIAL INSPECTION AND TABLES 3 AND 4 FOR TESTING REQUIREMENTS. 2. REFERENCE CODES AND STANDARDS ARE AS FOLLOWS: IBC 2015 ACI 318-14 AWS CURRENT EDITION ASTM CURRENT EDITION RCSC 2009 TMS 402-13, 602-13 REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 2 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 162019 PERMIT CENTER 3. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED QUALIFIED TESTING AND INSPECTING AGENCY MEETING THE REQUIREMENTS OF ASTM E 329 MATERIALS), ASTM D 3740 (SOILS), ASTM C 1077 (CONCRETE), ASTM A 880 (STEEL), AND ASTM E 543 (NON-DESTRUCTIVE). THE TESTING AND INSPECTING AGENCY SHALL FURNISH TO THE STRUCTURAL ENGINEER, ARCHITECT AND PROJECT REPRESENTATIVE A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE BUILDING OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1.1 OF AWS D1.1. 4. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. ISSUES REQUIRING IMMEDIATE CORRECTIVE ACTIONS OR ENGINEERING INPUT ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY UPON DISCOVERY. 5. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER, ARCHITECT, PROJECT REPRESENTATIVE, CONTRACTOR, AND OWNER. THE TESTING AND INSPECTING AGENCY SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. 6. CONTINUOUS SPECIAL INSPECTION: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT WHEN AND WHERE THE WORK TO BE INSPECTED IS BEING PERFORMED. PERIODIC SPECIAL INSPECTION: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED. 7. WHERE PERIODIC INSPECTION IS ALLOWED IN ACCORDANCE WITH THE ANCHOR ICC/IAPMO EVALUATION REPORT, INSPECTIONS SHALL BE AS FOLLOWS: - FOR ALL ANCHORS, PRIOR TO CONCEALMENT, VERIFY: ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR SPACING AND EDGE DISTANCE. - FOR EACH ANCHOR TYPE AND SIZE, INSPECTOR SHALL BE ONSITE TO CONTINUOUSLY INSPECT A MINIMUM OF THE FIRST 10 ANCHORS INSTALLED BY EACH INSTALLER FOR CONFORMANCE WITH ICC/IAPMO EVALUATION REPORT. PROVIDED ALL ANCHORS ARE INSTALLED CORRECTLY PER MANUFACTURER'S INSTRUCTIONS, PROVIDE PERIODIC INSPECTION ON A MINIMUM OF 10% OF THE NEXT 1000 ANCHORS BY EACH INSTALLER AND A MINIMUM OF 5% OF THE REMAINING ANCHORS BY EACH INSTALLER. INSPECTIONS SHALL OCCUR A MINIMUM OF ONCE PER WEEK AT A RANDOM TIME WHILE ANCHOR INSTALLATION IS ONGOING. ANY NON-COMPLIANCE ISSUES SHALL RESET THE INSPECTION REQUIREMENTS TO TEN (10) CONTINUOUS INSPECTIONS. NON-COMPLIANT ANCHORS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD FOR REVIEW AND SHALL BE BROUGHT INTO COMPLIANCE BY EITHER TESTING OR RE -INSTALLATION. - INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS. - SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE MINIMUM NUMBER OF ANCHORS WERE INSPECTED. 8. INDICATED CONCRETE TESTING MEETS MINIMUM REQUIREMENTS FOR STRUCTURAL TESTING TO BE PROVIDED BY THE APPROVED QUALIFIED TESTING AND INSPECTING AGENCY. ADDITIONAL TESTING FOR CONSTRUCTION CONSIDERATIONS ARE NOT INDICATED AND SHALL BE DETERMINED BY THE CONTRACTOR AND PROVIDED AT CONTRACTOR'S EXPENSE. 30% DESIGN REVIEW TSW SLR 04/2017 60% DESIGN REVIEW TSW PERMIT SET TSW SLR SLR 10/2017 11 / 2017 POST PERMIT REVISION (PERMIT #D17-0309) TSW SLR 4/2019 No. ISSUED FOR / REVISION BY APP'D DATE 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com stud IC'MENG ST A ARCHITECTURE 2001 Western Ave, Suite 200 PLANNING Seattle, WA 98121 CONSULTING T: 206.587.3797 DESIGNED: T WILLIAMS DRAWN: B RONIA PROJECT MANAGER: M. STANASZEK SCALE: AS NOTED APPROVED: SITE LOCATION NO: CHECKED: T WILLIAMS KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY Lig King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION, TUKWILA, WA 98188 DRIVER'S COMFORT STATION STATEMENT OF SPECIAL INSPECTIONS DATE: APRIL 2019 DRAWING NO: S0.14 SHEET NO: OF 14 27 o3o' Path: U:\16351-16700\1600542 - KC Metro Comfort Stations\Task 02 - TIBS\02 - Plans\KCMCS2_S101.dwg Plot date: Apr 15, 2019-01:19:33pm CAD User: TravisW. Xref Filename: 13422 I KCMCS2xTB I KCMCS2xBOXALL I KC -T -Plans K +1 0 CV TYP THIS WALL EX CONC COL EX CLEANOUT, COORDINATE EX ROUTING W/ NEW FOOTING r DO NOT UNDERMINE EX WALL FOOTING FOOTING TYP EXISTING CONC ` CONC WALL UTILITY TRENCH 3,-4" (3'-0" DOOR) FOUNDATION PLAN 1/2"=1'-0" EX CONC CURB ROUGH OPNG FOR ELEC PANEL PER ARCH EX CONC COL EX CLEANOUT SEISMIC GAP AT COLUMN INTERFACE 5 1/2" SLAB ON GRADE W/#4@\2" OC EW 8" CMU WALL ON 8" CONC CURB EX SIDEWALK N FLOOR DRAIN PER MECH FLOOR CLEANOUT PER MECH SLOPE TO DRAIN PER ARCH J S6.01 MSW -2 TYP 3'-4" O" DOOR) DOOR ROUGH OPNG PER ARCH EX CMU WALL NEW CMU WAL, COURSING .0 MATCH EX CMU NOTES: 1. SEE C/S6.01 FOR TYPICAL CMU WALL REINFORCING INFORMATION. 2. BASE FOR SLAB ON GRADE SHALL CONSIST OF RIGID INSULATION PER ARCH OVER 4" COMPACTED GRAVEL FILL. 3. FOR SLAB INFILL AT EXISTING SLAB DEMO FOR SANITARY SEWER CONN SEE F/S4.01. WALL AND SLAB PLAN 1/2"=1'-0" SCUPPER OPENING PER ARCH SEISMIC GAP AT COLUMN INTERFACE EX CONC COL EXTEND LEDGER AND TRACK ANGLE OUT TO EDGE OF DECK PER —D/S5.02 EX FLUE PLYWOOD ROOF SHEATHING DECORATIVE MESH PANEL PER ARCH MID -SWAN JOIST BRACING HDR -1 HDR -3 I SIM ii 800S200-541@ 16" OC 8" CMU WALL Zy/ /// // / //// L J S6.01 TYP ACCESS HATCH OPNG PER ARCH EX CMU WALL ROOF FRAMING PLAN 1/2"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 222019 City of Tukwila BUILDING DIVISION • RE RECEIVED CITY OF TUKWILA APR 162019 PERMIT CENTER 30% DESIGN REVIEW TSW SLR 04 / 2017 60% DESIGN REVIEW TSW SLR 10/2017 PERMIT SET TSW SLR 11 / 2017 POST PERMIT REVISION (PERMIT #D17-0309) TSW SLR 4/2019 No. ISSUED FOR / REVISION BY APP'D DATE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com StU d I C`MENG ST ARCHITECTURE 2001 Western Ave, Suite 200 PLANNING Seattle, WA 98121 CONSULTING T: 206.587.3797 DESIGNED: T WILLIAMS PROJECT MANAGER: M. STANASZEK SCALE: AS NOTED DRAWN: B RONIA APPROVED: SITE LOCATION NO: CHECKED: T WILLIAMS KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE 1 I IF NOT ONE INCH, SCALE ACCORDINGLY Las King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION, TUKWILA, WA 98188 DRIVER'S COMFORT STATION FOUNDATION AND ROOF FRAMING PLANS DATE: APRIL 2019 DRAWING NO: S1.01 SHEET NO: OF 15 27 1)n Path: U:\16351-16700\1600542 - KC Metro Comfort Stations\Task 02 - TIBS\04 - Details\KCMCS2_S501.dwg Plot date: Apr 15, 2019-01:18:17pm CAD User: TravisW. Xref Filename: I 3422 I KCMCS2xTB I KCMCS2xBOXALL PLYWOOD MUST LAND ON RIM TRACK TO ACCOMMODATE PLYWOOD EDGE ATTACHMENT 1. HOLES LESS THAN 6"0 NO REINFORCEMENT REQUIRED. 2. ALL PLYWOOD OPENINGS SHOWN ABOVE APPLY ONLY TO DUCTWORK, PIPING, AND SMALL AIR SHAFTS. 3. THESE REINFORCED OPENINGS ARE NOT INTENDED TO SUPPORT MECHANICAL EQUIPMENT. CMU WALL #10 SCREW EA FLANGE T&B 54 MIL TRACK W/ 1 1/2" FLANGES JOIST PER PLAN, TYP 1/4"0x2" EMBED MASONRY SCREW ANCHOR @ 16" OC, STAGGER T&B, (3) MIN PER WALL SEGMENT CONTINUOUS PANEL EDGE FASTENING AND BLOCKING LOCATION JOIST PER PLAN ALLOW FOR 3/4"± VERTICAL MOVEMENT JOISTS PERPENDICULAR TO WALL 600T150-54 @ 48" OC, TRIM LEGS. PROVIDE (2) #10 SCREWS TO EA JOIST NON -LOAD BEARING STUD WALL PER ARCH JOISTS PARALLEL TO WALL. JOIST PER PLAN, TYP ALLOW FOR 3/4"± VERTICAL MOVEMENT NON -LOAD BEARING STUD WALL PER ARCH TYPICAL TOP OF NON -LOAD BEARING WALL ANCHORAGE NO SCALE CF L4x3x1/4 (LLV) W/ 1/2"0x3 1/2" EMBED EXPANSION ANCHORS @ 16" OC. SEE NOTE 1 NOTES: 1. DO NOT INSTALL EXPANSION ANCHOR WITHIN 1 1/4" OF CMU HEAD JOINT. JOIST TO CMU WALL CONNECTION 1 1/2"=V-0" 2x8x54 MILxO'-6" ANGLE W/ (8) #10 SCREWS TO JOIST AND (4) #10 SCREWS TO DBL JOIST JOIST PER PLAN DOUBLE JOIST PER PLAN #10 SCREWS @ 12" OC TO CONNECT DBL JOISTS TYP DOUBLE JOIST CONNECTION G TYP ROOF DIAPHRAGM FASTENING T/DECK NO SCALE PLYWOOD PER PLAN 1 1/2x1 1 /2x54 M I LxO'-6" ANGLE W/ (3) #10 SCREWS EA LEG JOIST PER PLAN QTYP JOIST TO JOIST CONNECTION NO SCALE RECEIVED CITY OF TUKWILA APR 162019 PERMIT CENTER COLD -FORMED BEAM/HEADER SCHEDULE TYPE MARK BEAM SIZE NOTES HDR -1 (2) 800S200-54 BACK TO BACK HDR -2 800S200-54 + 800T150-54 BOXED HEADER HDR -3 (2) 800S200-54 BACK TO BACK, AT ENDS, PR•V 800T150-54 AT W -SOA, : Lj , i iii, .'� • w• -..' . I FOR IANCE APR 2 2 2019 City of Tukwila BUILDING DIVISION M COLD -FORMED FRAMING SCHEDULE NO SCALE 30% DESIGN REVIEW TSW SLR 04/2017 60% DESIGN REVIEW TSW SLR 10/2017 PERMIT SET TSW SLR 11 / 2017 POST PERMIT REVISION (PERMIT #D17-0309) TSW SLR 4/2019 No. ISSUED FOR / REVISION BY APP'D DATE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com stud IC'MENG ST ARCHITECTURE 2001 Western Ave, Suite 200 PLANNING Seattle, WA 98121 CONSULTING T: 206.587.3797 DESIGNED: T WILLIAMS DRAWN: B RONIA PROJECT MANAGER: M. STANASZEK SCALE: AS NOTED APPROVED: SITE LOCATION NO: CHECKED: T WILLIAMS KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE 1" IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION, TUKWILA, WA 98188 DRIVER'S COMFORT STATION COLD -FORMED STEEL AND METAL DECK DETAILS DATE: APRIL 2019 DRAWING NO: S5.01 SHEET NO: OF 17 27 bn Path: U:\16351-16700\1600542 - KC Metro Comfort Stations\Task 02 - TIBS\04 - Details\KCMCS2_S502.dwg Plot date: Apr 15, 2019-03:00:16pm CAD User: TravisW. Xref Filename: 13422 I KCMCS2xTB I KCMCS2xBOXALL ROOF DIAPHRAGM FASTENING SCHEDULE ALL VALUES ARE BASED ON 2015 IBC AND AISI S400-15 FOR COLD -FORMED STEEL FRAMING WITH WOOD STRUCTURAL PANEL DIAPHRAGMS LOCATION APA RATED SHEATHING THICKNESS BLOCKING REQUIRED NUMBER OF LINES OF FASTENERS DIAPHRAGM BOUNDARIES AND CONTINUOUS PANEL EDGES, SEE NOTE 3 ALL OTHER PANEL EDGES FASTENER SPACING AT INTERMEDIATE FRAMING MEMBERS SEISMIC ALLOWABLE SHEAR (LBS/FT) FRAMING WIDTH FASTENER SPACING FRAMING WIDTH FASTENER SPACING ROOF 5/8" YES 1 1 5/8" 4" OC 1 5/8" 6" OC 12" OC 440 NOTES: 1. ORIENT SHEATHING PERPENDICULAR TO ROOF FRAMING. STAGGER SHEATHING. 2. SHEATHING FASTENER SIZE SHALL BE #10. 3/8" MINIMUM FROM PANEL EDGE. 3. DIAPHRAGM BOUNDARIES INCLUDE DIAPHRAGM PERIMETER. 4. MINIMUM PANEL SIZE SHALL BE 2'-0". "OTHER" PANEL EDGE NAILING - INTERMEDIATE WALL • • • • NAILING \ n CONTINUOUS PANEL JOINT • • • • • • • • • •• •• •• •• •• ROOF DIAPHRAGM FASTENING SCHEDULE NO SCALE •• • • • *• PLAN DIAPHRAGM BOUNDARY NAILING (BN) BLOCKING LOCATION JOIST T/DECK #1 C "+ FLANGE T&B HEADER PER PLAN AT BACK TO BACK JOIST, PROVIDE TRACK CLOSURE 1 1/2x1 1 /2x54 M I LxO'-6" ANGLE W/ (3) #10 SCREWS EA LEG HATCH OPENING PER ARCH JOIST PER PLAN ACCESS HATCH HEADER GEOMETRY NO SCALE 1 1/2x54 MILxO'-6" ANGLE W/ (3) #10 SCREWS EA LEG NOTES: 1. ALTERNATE ANGLE CLIP POSITION BLOCKING IN ADJACENT JOIST BAYS AS REQUIRED TO AID CONSTRUCTABILITY OF ANGLE CLIP FASTENERS. JOIST PER PLAN 1 1/2x1 1 /2x54 M I Lx0'-6" ANGLE W/ (3) #10 SCREWS EA LEG BLOCKING TO MATCH JOIST SIZE TYPICAL BLOCKING DETAIL NO SCALE DIAPHRAGM BOUNDARY FASTENERS T&B CMU WALL 1 1/2x1 1 /2x54 M I Lx0'-6" ANGLE W/ (3) #10 SCREWS EA LEG NOTES: 1. SEE DETAIL F/55.01 FO INFORMATION NOT SHOWN. 2. AT DIAGONAL JOIST, EXTEND TRACK TO EDG OF DECK. BLOCKING @ 24"OC TO MATCH JOIST SIZE, PROVIDE WITHIN 8" OF END OF WALL AT EX CONC COL EXT WALL BLOCKING - FRAMING PARALLEL DECORATIVE METAL PANEL PER ARCH L4x4x1 /4 CONT W/ 1/2"0x 3 1/2" EMBED MECH ANCHOR @ 16" OC ape/%�/�� ifirsi2AirAr—Al LO DECORATIVE METAL PANEL ANCHORAGE H 1 1/2"=1-0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 22 2019 City of Tukwila BUILDING DIVISION • z RECEIVED CITY OF TUKWILA APR 1 6 2019 PERMIT CENTER 30% DESIGN REVIEW TSW SLR 04 / 2017 60% DESIGN REVIEW PERMIT SET TSW TSW SLR SLR 10/2017 11 / 2017 POST PERMIT REVISION (PERMIT #D17-0309) TSW SLR 4/2019 No. ISSUED FOR / REVISION BY APPD DATE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com StU Ci I OMENG ARCHITECTURE PLANNING CONSULTING ST 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 DESIGNED: T WILLIAMS PROJECT MANAGER: M. STANASZEK SCALE: AS NOTED DRAWN: B RONIA APPROVED: SITE LOCATION NO: CHECKED: T WILLIAMS KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION, TUKWILA, WA 98188 DRIVER'S COMFORT STATION COLD -FORMED STEEL AND METAL DECK DETAILS DATE: APRIL 2019 DRAWING NO: S5.02 SHEET NO: OF 18 27 bi1 o%cPt a▪ ) I O -d L9 0 J 0 U a) CZ a) Cr) a) 4-+ O 0 UI J _ L 0 my I-- 0- i✓ o _a o m E , N r^-0l- ,f-) C No le Ft • (-.6U CO O LU > r LI) 0 a) U) Z - wI-' O � Iw cc f.2 > x 2 cL co co N CO V▪ ) v fa UI •Q a) v KING COUNTY METRO TUKWILA INTERNATIONAL BOULEVARD STATION COMFORT STATION ADDITION 3651 SOUTHCENTER BLVD. TUKWILA, WA 98188 REVISIONS No changes sh ' l h^ rondo to the scope of work withn, : prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. j LOCATION MAP VICINITY MAP DRAWING INDEX PROJECT TEAM sT� 9f C9\G9y O 0� 1Q,0 ARBOR I ' OLYMPIA N C A\ A D A BELLINGHAM MT. VERNON E• • ►'S\`]�] EVERETT BELLEVUE -„ EA , L=MU w. TUKWILA TACO A EL KING COUNTY METRO DRIVER'S COMFORT STATION TUKWILA, WA NSBURG YAKIMA W A S H I\ G T O\ COOL BtA Rj ,eR 0 SPOKANE OEGO 50 1 INCH = 50 MILES 0 0 100 PROJECT INFORMATION PARCEL NUMBER: 004300-0300 LEGAL DESCRIPTION: ADAMS HOME TRS 3RD ADD TUKWILA BLA #L05-023 REC #20050509900006 SD BLA BEING LOTS 1 THRU 4, 6, 7, 18 & 19 OF BLK 5 SD ADD LESS HWY LESS HWY PER DEED 20100120001053 USE ZONE: RC (REGIONAL COMMERCIAL) PROJECT NARRATIVE: EXISTING SITE OF THE TUKWILA INTERNATIONAL BOULEVARD STATION. CONSTRUCTION OF A PERMANENT SINGLE -UNIT COMFORT STATION FACILITY ON THE STATION PLATFORM AREA ADJACENT TO THE JANITORIAL CLOSET, ATTACHED TO THE EXISTING BUILDING STRUCTURE. LOT AREA: 232,735 S.F. (5.34 ACRES) BUILDING SUMMARY: OCCUPANCY GROUP U (UTILITY/MISCELLANEOUS) AREA 120 S.F TOTAL FOOTPRINT. TYPE IIA CONSTRUCTION, SPRINKLERED KING COUNTY METRO DRIVER'S COMFORT STATION TUKWILA INTERNATIONAL BLVD STATION TUKWILA, WA United States Postal Serv!Ce i 0 200' SCALE (IN FEET) i€2E1ti cent SOUTHCENTER BLVD. S€ it Itc€rater islyri orinth Ix rt Paarkingp ot•1 N KING COUNTY METRO DRIVER'S COMFORT STATION TUKWILA INTERNATIONAL BLVD STATION TUKWILA, WA GENERAL G0.01 TITLE SHEET & PROJECT INFORMATION ARCHITECTURAL A0.01 CONSTRUCTION NOTES AND GENERAL INFORMATION A1.01 ARCHITECTURAL SITE PLAN A1.02 ENLARGED SITE PLAN A1.03 DEMOLITION PLAN AND ELEVATIONS A1.04 ARCHITECTURAL PLANS A2.01 EXTERIOR AND INTERIOR ELEVATIONS A3.01 BUILDING SECTION AND DETAILS A5.01 ROOF DETAILS STRUCTURAL S0.11 STRUCTURAL NOTES AND DRAWING LIST S0.12 STRUCTURAL NOTES, ABBREVIATIONS, AND SYMBOLS S0.13 STATEMENT OF SPECIAL INSPECTIONS S0.14 STATEMENT OF SPECIAL INSPECTIONS S1.01 FOUNDATION AND ROOF FRAMING PLANS S4.01 TYPICAL CONCRETE DETAILS S5.01 COLD FORMED STEEL AND METAL DECK DETAILS S5.02 COLD FORMED STEEL AND METAL DECK DETAILS S6.01 TYPICAL CMU DETAILS MECHANICAL M0.01 M1.01 M1.02 M1.03 ELECTRICAL E1.01 E1.02 E6.01 E6.02 E7.01 E7.02 MECHANICAL LEGEND, SCHEDULES, AND GENERAL NOTES MECHANICAL PLAN FOUNDATION PLAN, WASTE & VENT RISER DIAGRAM PLUMBING FLOOR PLAN AND ABOVE CEILING PLAN ELECTRICAL POWER SITE PLAN ELECTRICAL POWER AND LIGHTING PLANS AND EQUIPMENT SCHEDULES ELECTRICAL ONE -LINE DIAGRAM AND DETAILS ELECTRICAL ONE -LINE DIAGRAM AND PANEL SCHEDULES ELECTRICAL BASIC MATERIALS AND METHODS SPECIFICATION ELECTRICAL BASIC MATERIALS AND METHODS SPECIFICATION FILE COPY Permit No. Ptl'AM Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted coda or ordinance. Receipt of approved Field Copy a d onditions is acknowledged: By: Date: ..., - ZD 111 City of Tukwila BUILDING DIVISION SEPARATE r E",',IT REQUIREDC2: (Sa IVICC1'..'.R:Cai �EIectr ical 'Plumbing Gas Piping City of Tukt°ri'a BUILDING DJy,/I:'MeON PROPERTY OWNER: APPLICANT: PROJECT ARCHITECT: MECHANICAL ENGINEER: SOUND TRANSIT KING COUNTY METRO TRANSIT 201 S. JACKSON STREET SEATTLE, WA 98104 M/S: KSC-TR-0431 (206) 263-8272 PHONE STUDIO MENG STRAZZARA 2001 WESTERN AVE., SUITE 200 SEATTLE, WA 98121 (206) 587-3796 PHONE; (206) 587-0588 FAX TRES WEST ENGINEERS 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409 (253) 472-3300 PHONE; (253) 472-3463 FAX ELECTRICAL ENGINEER: CIVIL ENGINEER: STRUCTURAL ENGINEER: TRES WEST ENGINEERS 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409 (253) 472-3300 PHONE; (253) 472-3463 FAX KPFF 1601 5TH AVE., SUITE 1600 SEATTLE, WA 98101 (206) 622-5822 PHONE KPFF 1601 5TH AVE.,. SUITE 1600 SEATTLE, WA 98101 (206) 622-5822 PHONE TYP. REFERENCING SYSTEM (1) THE SECTION IS CUT ON DRAWING A1.02: SECTION LETTER ELEVATION LETTER C/S1.01 C5.01 DRAWING ON WHICH SECTION/ELEVATION APPEARS. (2) ON DRAWING A105 THIS SECTION IS IDENTIFIED: SECTION LETTER SECTION SCALE: 1"=1'-0" B► / DRAWING ON WHICH SECTION C1.01 Y WAS TAKEN. DRAWING NUMBERING REVIEW. _ Y FOR DISCIPLINE G GENERAL C CIVIL L LANDSCAPE A ARCHITECTURE S STRUCTURAL M MECHANICAL FP FIRE PROTECTION - E ELECTRICAL T TROLLEY AREA LOCATION (FOR PROJECTS WITH MULTIPLE LOCATIONS) DESIGNATED CATEGO 0 GENERAL 1 PLANS 2 ELEVATIONS 3 SECTIONS 4 ENLARGED PLAN 5 DETAILS 6 SCHEDULES & DIAGRAMS 7 USER DEFINED 8 USER DEFINED 9 3D VIEWS CODE COMPLIANCE APPROVED DEC 0 8 2017 {r,1 City of Tukwila BUILDING DIVISION 01.01 DISCIPLINE DESIGNATOR SEPARATOR RECEIVED CITY OF TUKWILA Mt°9 1 5 2017 PERMIT CENTER SEQUENTIAL DRAWING NUMBER WITHIN DISCIPLINE AND DESIGNATED CATEGORY 30% DESIGN REVIEW BKD JPG 04 / 2017 60% DESIGN REVIEW PERMIT SET BKD BKD JPG 10 / 2017 JPG 11 / 2017 A A No. ISSUED FOR / REVISION BY APP'D DATE REGISTERED RCWITECT ZARA , •'1 • stuc I °MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 DESIGNED: STUDIO MENG STRAllARA PROJECT MANAGER: M. STANASZEK SCALE: AS NOTED DRAWN: B. DRAPER APPROVED: SITE LOCATION NO: CHECKED: J. GOEBEL KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION TITLE SHEET AND PROJECT INFORMATION DATE: NOVEMBER 2017 DRAWING NO: G0.01 SHEET NO: OF 0 a 0 a JCIA dD Q3 fO -0 V1 N m� CL.) a) Vn �' ru Q Y U I—I un 0! CN (19-' U a) L- I I CD o m tb Y ba c I.= L':±1 0_ as N CO "- 0 -0 1— 0 0-01-0 _c)U C U m Y O n 0 �-o U ((0 71 2 a) N z ONIc 0 o �c N Y N 0 0 CNI In 00 a) E c�z 0 wow, Or'-�Nw p w > a X 2 TYPICAL SECTION AND DETAIL REFERENCING SYSTEM (1) THE SECTION IS CUT ON DRAWING A1.02: SECTION LETTER ELEVATION LETTER Ado. C/S1.01 C5.01 DRAWING ON WHICH SECTION/ELEVATION APPEARS. (2) ON DRAWING A105 THIS SECTION IS IDENTIFIED: SECTION SCALE: 1"=1'-0" SECTION LETTER (B 1 DRAWING ON WHICH SECTION WAS C1.01 Y TAKEN. STANDARD SINGLE UNIT COMFORT STATION DRAWING NUMBERING SYSTEM KEY DISCIPLINE DESIGNATED CATEGORY G C L A S M FP E T GENERAL CIVIL LANDSCAPE ARCHITECTURE STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL TROLLEY AREA LOCATION (FOR PROJECTS WITH MULTIPLE LOCATIONS) 0 GENERAL 1 PLANS 2 ELEVATIONS 3 SECTIONS 4 ENLARGED PLANS 5 DETAILS 6 SCHEDULES & DIAGRAMS 7 USER DEFINED 8 USER DEFINED 9 3D VIEWS DISCIPLINE DESIGNATOR SEPARATOR SEQUENTIAL DRAWING NUMBER WITHIN DISCIPLINE AND DESIGNATED CATEGORY ACI AFF APA CND CFM CW DIA EW FRP GFCI GFI HS IBC MAX NTS OC PSI REQ'D RFP SCL SS TP TYP WCO W/ ABBREVIATIONS: AMERICAN CONCRETE INSTITUTE ABOVE FINISHED FLOOR AMERICAN PLYWOOD ASSOCIATION CONDUIT CUBIC FEET PER MINUTE COLD WATER DIAMETER EACH WAY FIBERGLASS REINFORCED PLASTIC GROUND FAULT CURRENT INTERRUPT GROUND FAULT INDICATOR HOSE BIBB INTERNATIONAL BUILDING CODE MAXIMUM NOT TO SCALE ON CENTER POUNDS PER SQUARE INCH REQUIRED REINFORCED FIBERGLASS PANEL SEATTLE CITY LIGHT STAINLESS STEEL TRAP PRIMER TYPICAL WASTE CLEANOUT WITH BEFORE AFTER ARCHITECTURAL CONSTRUCTION NOTES: 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT INTERNATIONAL BUILDING CODE, THE CURRENT UNIFORM PLUMBING CODE, AND LATEST EDITION OF THE APPLICABLE JURISDICTION'S BUILDING CODE AND AMENDMENTS. 2. A COPY OF THE APPROVED PLAN MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. CODE - LATEST EDITION OF IBC AS ADOPTED BY LOCAL JURISDICTION. 4. FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF WORK. 5. FINISHED COMFORT STATION INTERIOR SHALL COMPLY WITH ANSI AND ADA ACCESSIBILITY REQUIREMENTS. SEE ACCESS & BARRIER FREE COMPLIANCE PLAN, DRAWING 4/A1.04. ENERGY CODE INFORMATION FOUNDATION & SLAB -ON -GRADE FLOOR: R-10 ABOVE -GRADE FRAMED WALLS: R-21 FRAMED ROOF: R-30 (CONTINUOUS UNBROKEN INSUL.) PROJECT DESCRIPTION OWNER: BUILDING USE: BUILDING AREA: PROPERTY ZONING: OCCUPANCY GROUP: CONSTRUCTION TYPE: REFERENCE: SOUND TRANSIT BUS DRIVER'S COMFORT STATION 120 SF TOTAL FOOTPRINT RG (REGIONAL COMMERCIAL) U (UTILITY/MISCELLANEOUS) IIA, SPRINKLERED CURRENT INTERNATIONAL BUILDING CODE GENERAL NOTES: 1. ALL LOCATIONS OF EXISTING UTILITIES HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS, ARE APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 2. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATOR SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE POWER, WATER, SEWER AUTHORITIES AND KC METRO PRIOR TO THE START OF WORK. 4. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND LOCATIONS PRIOR TO START OF WORK. 5. ALL WATER SERVICE PIPING MUST BE INSPECTED PRIOR TO BACKFILLING TRENCH. 6. ALL DEMOLITION DEBRIS MUST BE DISPOSED OF LEGALLY, OFF SITE. EXCAVATED MATERIALS SHALL NOT BE STOCKPILED ON SITE. 7. ENSURE CONSTRUCTION EQUIPMENT AND OPERATION DOES NOT IMPEDE BUS OPERATIONS DURING CONSTRUCTION. INDEX OF ARCHITECTURAL DRAWINGS DRAWING NUMBER DRAWING TITLE A0.01 CONSTRUCTION NOTES AND GENERAL INFORMATION A1.01 ARCHITECTURAL SITE PLAN A1.02 ENLARGED SITE PLAN A1.03 DEMOLITION PLAN AND ELEVATIONS A1.04 ARCHITECTURAL PLANS A2.01 EXTERIOR & INTERIOR ELEVATIONS A3.01 BUILDING SECTION AND DETAILS A5.01 ROOF DETAILS bflO3O REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA UV 152017 PERMIT CENTER 30% DESIGN REVIEW BKD JPG 04/2017 60% DESIGN REVIEW PERMIT SET BKD BKD JPG JPG 10/2017 11 / 2017 A A A No. ISSUED FOR / REVISION BY APP'D DATE tade; REGISTERED !RCHITECT 4ArZe r ,an t.?e stuc I °MENG ARCHITECTURE PLANNING CONSULTING STRAZZARA 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 DESIGNED: STUDIO MENG STRAZZARA DRAWN: B. DRAPER CHECKED: J. GOEBEL PROJECT MANAGER: M. STANASZEK APPROVED: KC PROJECT NO: E00431E16 SCALE: AS NOTED SITE LOCATION NO: RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE 1" H IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION CONSTRUCTION NOTES AND GENERAL INFORMATION DATE: NOVEMBER 2017 DRAWING NO: A0.01 SHEET NO: OF • I.I • rI. BUS LANES ZONE OF PROPOSED COMFORT STATION r 1� A1.02 a1116iraesIMIN'eIIIIIM91111110111111111ra/111 I I 1'1E: I Irn �.I N�. • II° i---t--111111111p i 1p 1 l wittr16141s+MIERI arta a term eM s a f.::3 ..•...::: — r fin vase I1ses11111ro.1511MIeIMPIRIIIII®aa;ceaIMMIIIIaNIcaIIIIMMINI aNIMwIMaDIN®te e®®1221 •de • I ME I BRINE i •IIS I I ®■ I I I ��n�� ;—may. I STRUCTURE ~. ABOVE, TYP. I r' xk ?::\>> ,x x • je\': .1 „› SX<t>' !:› '11\< :<> A'\.()IV) -4\1:7):7-17:111411111 x1 111— r— /// �3 �J 415 $ j/ r.fMtn 1011FIMMIRM IMAM E`}-�:s:-.-wows tE �rCalaiiiiiiiialt uumnan u mAmmuniummo ONO t / ---T7- /// " / •`ryr�i. yV '! /. / /1/ ///, EXISTING BUILDING (SHOWN HATCHED), TYP. \ \i\ I \r•\ \ ,\, \\ / //i/ / i%!/ // ;. // /% // /�/// I1. ��///// / ,//// ./ r \ ' \\. \\ , n ' ARCHITECTURAL SITE PLAN SCALE. 1/16"=V-0" \ \\ \\,,, \ \\--<" EXISTING PARKING, TYP. • • Nrj • REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWiLA PERMIT CENTER 30% DESIGN REVIEW BKD JPG 04 / 2017 60% DESIGN REVIEW BKD JPG 10 / 2017 PERMIT SET BKD JPG 11 / 2017 No. ISSUED FOR/REVISION BY APP'D DATE 618 REGISTERECI HITECT stu c ICMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 DESIGNED: STUDIO MENG STRAllARA PROJECT MANAGER: M. STANASZEK SCALE: AS NOTED DRAWN: B. DRAPER APPROVED: SITE LOCATION NO: CHECKED: J. GOEBEL KC PROJECT NO: RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION ARCHITECTURAL SITE PLAN DATE: NOVEMBER 2017 DRAWING NO: SHEET NO: OF N O 42, a --I a Elb J CIO CL 3 ai N N N03 _c i7) a) - 1l co Q Y 17 3 EI Co N U 0 m i H -- EXISTIN BUILDING • • • • • • i L__ _J lasts Om I -- EXISTING DECORATIVE CURVED MESH TO REMAIN l_L_J_ PUBLIC TOILET ROOM •PUBLIC • TOILET ROOM • EXISTIN CONCRETE COLUMN EXISTIN EACH G DOWNSPOUT, TYP. IDE OF COLUMN 1 - J J PROPO COMFO ED DRIVER T STATION CUSTODIAN FIRE CONTROL ROOM NEW LOCATION FOR DECORATIVE CURVED MESH FEATURE ENTRY EXISTING PL"ZA PAVING TO REMAIN, TYP { 6' HIGH CONSTRUCTI FENCING, TY EXISTING SIGN, TYP. 1 -- — - N EXISTING CURB ENLARGED SITE PLAN SCALE: 1/2"=1'-0" ALIGN NEW WALL WITH EXISTING CMU PI ANF D3o9' REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA to �7 1 5 2017 PERMIT CENTER 30% DESIGN REVIEW BKD JPG 04 / 2017 60% DESIGN REVIEW PERMIT SET BKD BKD JPG JPG 10/2017 11 / 2017 A 0 A No. ISSUED FOR / REVISION BY APP'D DATE REGISTERED A` HiTECT� stuc I°MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 DESIGNED: PROJECT MANAGER: STUDIO MENG STRAZZARA M. STANASZEK SCALE: AS NOTED DRAWN: APPROVED: B. DRAPER SITE LOCATION NO: CHECKED: J. GOEBEL KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE 1" H IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION ENLARGED SITE PLAN DATE: NOVEMBER 2017 DRAWING NO: A1.02 SHEET NO: OF M 0 ri 0 T bA W " v) N u u v) u +� - t/) _a I --I to L) QI ~ 3 E U 4- a N o �7 C;•:1 QI w o71) CN0 Y do lc N co 0 0 o120 t- o -a I— 0 O o0 Y O 0E ian 0 o-0 v L.0 (NI 2 u N N 9 I c 0 , o �c tD N Y N a -I c U n• O 0 a o u E Z700 w Q a ILL, - 0 w < >ax_ DEMO AND REMOVE (E) STRUCTURAL STEEL. GRIND ANCHOR POINTS FLUSH WITH COLUMN SURFACE AND PAINT TO MATCH ADJACENT CONCRETE DEMO AND SALVAGE CURVED DECORATIVE MESH PANEL SYSTEM, TYP. OF (2) LOCATIONS ON SOUTH SIDE OF COLUMN. SEE PLANS & ELEVATIONS FOR NEW LOCATION. REPLACE (E) CLEANOUT, TYP. OF (2). SEE MECH. • Zi r• ra' RELOCATE VERTICAL STRETCH OF (E) FIRE SPRINKLER PIPING, TYP. OF (3). SEE PLANS FOR NEW LOCATIONS SOUTH OF CURRENT TERMINATION. i DEMO AND REMOVE PORTION OF DOWNSPOUT TO RECEIVE DOWNSPOUT NOZZLE 6" ABOVE PROPOSED COMFORT STATION ROOF. DEMO AND REMOVE (E) CONCRETE PAVING PER FOOTPRINT OF PROPOSED COMFORT STATION (HATCHED ZONE) t, T. DEMOLITION PLAN SCALE: 1/2"=r-0" DEMO AND SALVAGE LIGHT FIXTURE FOR _._.....R_E1..N.STALLATI-O..N-.SE.E__.-._.... V NEW LOCATION. DEMO AND REMOVE LIGHTING STRUCTURE. PATCH ANCHOR POINTS IN CONC. COLUMN DEMO AND SALVAGE CURVED DECORATIVE MESH PANEL SYSTEM. SEE PLANS & ELEVATIONS FOR NEW LOCATION. DEMO AND REMOVE STEEL STRUCTURAL 'FIN' PATCH ANCHOR POINTS IN CONC. COLUMN r____1 1 r toO°O°Oo-(7Q bro°o°o ooo_%_O�o_oo 0 °5a000000 o°�.'o°o p 0 • 0 b°o°o° 00 00 00 °o brp O 000 0005 ao 0 0 b°O°5°O°5°o°O°o b°00000000000000 0 0 0 0 0 0 0 0 °5°5°O°550°0000 0 0 0 0 0 0 0 0 O0o°0°O°5°5°O°O p o 0 0 0 0 0 0 p°°o°°o°o°0°0° b°oo°o°oo°o°o°o°o;- 000oG000000500 _o�oOo O000O0O0o o o 51 O 0 O 0 0 0 O 0 O000000 ooo0000 0°0°0°0°0°0°0° 00000000000000 50500000000000 O°050°0000050 0°0005050°050 O O O O O O O °°°°°° 0 O 0 0 0 0 0 °°°°°° O O O O O O O °°°°°° 0 o O O o O 0 0000000000000 0 o O o o O O °°°°°° 5 0 0 5 5 ° 5 0000000000000 0 0 0 0 0 0 0 °°°°°° O 5 o 0 O o o o.SGOGO.0 0 0 O O O O O O O °°°°°° O 5 0 o O 5 0 0000000000000 0 0 0 0 0 0 o°o°o°o°o°o° 0 0 0 0 0 0 ) OOo00000500000000000000000 Oo000000000000 0 0 0 0 0 0 0 G°GGGGGGGGGG 5555 0 0 0 0 5000 ° 0 0 5 O°O°O°O° 0 0 0 0 5000 0 0 0 0 00.:)°00000 0°0°0 000 4.000 0 000 °°°0°0°°° 5 0 O 0 0 0 ) 0 0 0 0 0 0 °O°O°O°O°O°O°O° ri I I _- o° o 0_0_0_0 505 po 5 0 o 0.• 0505050 •O°°°°5°°O b°o°50000000000.° 000 °00 0 0 0 O 0 oo°o0o0ogo0o0o °°o°o°o°o°o°o° b°o°o°o°o°o°o°o° b°o°o°o°o°o°o°o° L°a° a° ao ao Q202 a°_ L _J __J 2 DEMOLITION ELEVATION - NORTH SCALE: 1/2"=1'-o" 47' SAWCUT (E) SLAB TO ACCOMMODATE SANITARY SEWER CONNECTION, SEE MECH. 1 O0O0 c . 00°a° 7 1 ._ c 0 G 0 ,., U o _O O O; 0L ")°0.000°5°0 ,0`) ' 00000"000000. n.)5°O"0`).10500°0 °°0°0C'"v^000°0 !JU.0og0sO'°°000° h70 U 7._7 0._0 u 0G r 0 0C"5, o ' <, 0 O v Jo0000�.000°o°O a a O,a 0 LooaJOaaaa'ao 'x'000,00000000 r)(' ""00�0' 0 x')0°0°00°080 ,000000°0°0000 L 0`. 0°0°.O°G°o^0 Uo0o0()0.0o0 0. 0o0.0o°o°o°O°5 f°0°0°0°0°0000 V°O0,)O,�0 0 0 0 <)G0J0j00000000 1�5G0 0Go,.0G0 0 900 0000o0000 O P000900C)009o�)5 P 0 O- ° O o 5' ✓00j0p0000°�°00 °a,)aoa000°o°o° b90o0o0 000000 c) ;, o 0 0 o a g000000°oo0°00 `700°00000.0°G° J"0JOC, °a0O0000Oa °000000 ° 00°7°b-00o0°00560O0) 0 I•I DEMOLITION ELEVATION - EAST SCALE: 1/2"=1'-0" n Oo0crc"o0o00000000 o°o°o°o°o°o°od OGOGOGOGOGOGO o O o O O O O p000000 D°0°0°0°0°0°0° q bo°O°o°o00000on q 0000o0 000000 0' 0000000000000d °°°°°° OO5OO0o D000000ogogo o b°o°o°o°o°o°o°q 00000o 0000000q O°0°0°0°0°0°0d O°0°0 5 ° °0°°0 O 5 0p000000 O b°O°O°O°O°O°O° b°o°o°o°o°o°o°q 4 000000000o°o°d 0000000000000d 000000000000 0 Do0o0o0o0o0og° b°0°o°5°O°O°5° 000000 q O°O°o°5°5°O°Oa 0°0°0°0°0°0°0d 0°0°0°0°0°0°0 o°o°o°o°o°o°o p000000 b°O°O°O°O°O°O° b°o°o°o°o°o°O°q Ij00000000000o0d 0000000000000 0 0 0 0 0 0 0 D0000000000000 tbo°o°o°o°o°o°q X00000000000004 I i DEMO AND SALVAGE LIGHT FIXTURE FOR REINSTALLATION. SEE PLANS/ELEVATIONS FOR NEW LOCATION. DEMO AND REMOVE LIGHTING STRUCTURE. PATCH ANCHOR POINTS IN CONC. COLUMN DEMO AND SALVAGE CURVED DECORATIVE MESH PANEL SYSTEM. SEE PLANS & ELEVATIONS FOR NEW LOCATION. DEMO AND REMOVE STEEL STRUCTURAL 'FIN'. PATCH ANCHO; POINTS IN CONC. COLUMN 1`1%-0 3 0 9 REVIEWED FOR CODE COMPLIANCE APPROVED 'DEC 08 2017 ;City of Tukwila + IL ING DIVISION • _----R.EC:EIV E.D CITY OF TUKWILA! NOV 1 5 2017 PERMIT CENTER 30% DESIGN REVIEW BKD JPG 04 / 2017 60% DESIGN REVIEW BKD JPG 10/2017 PERMIT SET BKD JPG 11 /2017 0 0 A No. ISSUED FOR / REVISION BY APP'D DATE 6181 REGiSTERE151 ARCHITECT RA WASMGTON StUCA ICThMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 DESIGNED: PROJECT MANAGER: STUDIO MENG STRAllARA M. STANASZEK SCALE: AS NOTED DRAWN: APPROVED: B. DRAPER SITE LOCATION NO: CHECKED: J. GOEBEL KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE 1" H IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION DEMOLITION PLAN AND ELEVATIONS DATE: NOVEMBER 2017 DRAWING NO: A1.03 SHEET NO: OF (E)DECORATIVE STL. FIN & CLMN. WRAP (E)DS 1'-6 1/2" 0 RECESSED ELECTRICAL PANEL, SEE ELECTRICAL EXTERIOR ACCESS PANEL co N O HOSE BIBB, SEE MECH. NEW LOCATION OF CURVED DECORATIVE MESH PANELS / (E) CONCRETE COLLMN A SEISE?C JOINT REP ACED FLOOR CLE NOUT, SEE < MEC t. 1 - RECESSE CABINET, S INT. ELEV. FCO, MARKER BOARD, SEE SEE INT. ELEV. MECH. E/ A2.01 41i N FLOOR DRAIN, N SEE MECH. 2 N Z0'ZVID J. Y I IIII': I!II II I II 11� /// //// ////, 12'-0" FCO, SEE MECH. LIGHT FIXTURE ABOVE, SEE ELECTRICAL 314 (3'-0" DOOR) NEW LOCATION OF (E) SPRINKLER PIPE (E)SPRINKLER PIPE, TYP. (E)DS k r PANEL LIGHT FIXTURE ABOVE, SEE ELECTRICAL 11-4" W 0 A/A2.01 CONC. SLAB INFILL TO MATCH (E) CONDITIONS, SEE STRUCTURAL FOR DOWELLING REQTS. IN WALL ELECTRIC FORCE AIR HEATER, SEE MECH. 30"x48" ADA CLEARANCE 60"x60" ADA CLEARANCE 60"x54" ADA CLEARANCE NOTE: SEE A/A1.04, "TOILET ACCESSORY MOUNTING HIEGHTS AND CLEARANCES" ACCESS & BARRIER FREE COMPLIANCE PLAN SCALE: 1 /2"=1'-0" ADA WATER CLOSET • 0 a <1 • GWB CEILING 30X30 ROOF : ACCESS HATCH EXHAUST GRILL, SEE. MECH. //1// / /// REFLECTED CEILING PLAN SCALE: 1/2"=1'-0" T 3 i 39" TO 41" t 12" l 42" MIN NEW LOCATION OF (E) LIGHT FIXTURE VERT. GRAB BAR 1 GRAB BARS CD I 1 I 1 \ / \ . / 0 0) HORIZ. GRAB BAR ADA 1'-6" w (n w in J w X SEE ELEVS. X :7 4" SS DOWNSPOUT, CONNECT TO (EA DS SS CONDUCTVR 8"X8" SCUPPER . THROUGH CMU OPENING ( j C BJRD. NET...2.0.00..BY..BIRD.=B=GONE; .. ' .. ' • • 3/4" NET OVER ' AREA • CONTAINED• BY' . ' • . • • 'r• • PARAPET/COLUMN • (DASHED. LINE) . !• • 30X3.0. •• ACCESS HATCH I • CONNECT NEW OUTLET NOZZLE FROM (E) DS 6" ABOVE PROPOSED ROOF EXHAUST CAP, •SEE MECH. ROOFING SYSTEM, TYP WALL BELOW, .TYP_ .- J• 8" WIDE STAINLESS STEEL BIRD SPIKES BY BIRD -B -GONE ALONG ENTIRE PARAPET TOP SEE ELECTRICAL FOR NEW TRANSFORMER DIRECTION ABOVE EXISTING ADJACENT ROOF. K 1'-5" MAX. ADA PLUMBING PROTECTION KIT SHELF 0 SOAP DISPENSER SURFACE MTD. PAPER TOWEL DISPENSER TOILET PAPER DISPENSER SEAT COVER DISPENSER TOILET ACCESSORY MOUNTING HEIGHTS AND CLEARANCES SCALE: 1/2"=1'-0" MIRROR WITH SHELF COAT HOOK S,ANITARY NAPKIN RECEPTACLE 1'-6 1/2" FULL HEIGHT FRP WALL COVERING GWB OVER VAPOR " RETARDER EXTERIOR PLUMBING WALL 4" MTL STUDS ©16" O.C. W/R13 BATT INSULATION 1/2" AIR SPACE 6" MTL STUDS ©16" O.C. W/R21 BATT INSULATION 8" AIR SPACE 8" GROUND FACE CMU TO MATCH EXISTING CONDITIONS MTL. FURRING W/CMU STRUCTURE INT. EXTERIOR WALL FULL HEIGHT FRP WALL COVERING 5/8" GWB OVER RETARDER 1/2" AIR SPACE 6" MTL STUDS © W/R21 BATT INS REVIEWED FOR ,• !• E COMPLIANCE APPROVED DEC 0 8 2011 6 irty of Tukwila BDING DIVISION 8" GROUND FACE CMU TO MATCH EXISTING CONDITIONS RECEIVED CITY OF TUKWILA MTL. FURRING ..W/CMU STRUCTUR SUV 1 5 2017 PERMIT CENTER WALL ASSEMBLIES SCALE: 1"=1'-0" 30% DESIGN REVIEW BKD JPG 04 / 2017 60% DESIGN REVIEW BKD JPG 10/2017 PERMIT SET BKD JPG 11 / 2017 A 0 0 No. ISSUED FOR I REVISION BY APP'D DATE 61 REGISTERED1 CRITECT ., ZARA ATE OF WASHINGTON stuc ARCHITECTURE PLANNING CONSULTING MENG STRAZZARA 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 DESIGNED: PROJECT MANAGER: STUDIO MENG STRAllARA M. STANASZEK SCALE: AS NOTED DRAWN: B. DRAPER APPROVED: SITE LOCATION NO: CHECKED: J. GOEBEL KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION ARCHITECTURAL PLANS DATE: NOVEMBER 2017 DRAWING NO: A1.04 SHEET NO: OF 0 N 7 0 > 3 W .C2- — aj 174 41) N CO ("0N N - N a)) Q U E ▪ c o C7 U a) OA tUD 1. N X 0 W m rn C E 0 0 -1 (E) MTL. SCREEN (E) CONC. STRUCTURE _J. _ .-_J1_ ALIGN LIGHT FFXTURC WITI-I-(E-) (E) CONC. COLUMN 8c DOWNSPOUT BEHIND (E) PARKING SIGNAGE IN FRONT CONCRETE BASE TO MATCH HEIGHT OF EXISTING —� ..), 0.)0r;�0s', 0,„0„:„00!„.c SIDING, COLOR BLACK OF 0 0i�0I"0 U ,, 0�.. a V 4' 4, v 0V 4 V 4 )J a✓ V 4+ v ,, V V v ,,-C,4. u a.0 00C0000000000000000000000000000000000 5)00 C) 00000000000000*0000000 0 000000000000000 ::ln, nn.nC)nnnr:^ ,n^nnn ^::^,nn^ nn^..^ n^ n 0��cc{{VIIOt,G<., EQ A.'c7C C.,0`.. 4, V 4' ' V '.% <, v 414,, 4 4% V l.: <i v V 0 C 000000000000000000C)0000000} 00000 0000000 0 G<' •>< O QT;C ,rC 0>>t 000, oGO� c _G c. )00000000000000000000000000r: v 0000000000v 00000 '^x000000' 00000000000.7 ) )000000000' YaO000O000\\000 00000000000JJ00000000 00000C 0000000000000 )0000000000.{ 00000 C) 00000000 n n r: n n n^ n n r\\ n^ n 0_0 n n n^ CD n n n In n n rl n r n n n n r? n C000 )000 0000000000000000 00000000000000. o_o_LQn Q4QQ00D s Qao.0SJSo 2Q',^� "I ).0_Q'Cz QiCE0 CLQQa.0_ 0 0 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , 0 0 0 0 0 0 (0 0 0 0 0 0 0 0 n n ren nn resin , n n n n n n n n n nn n fl r) ) n n^ ^nnnnn 0AO 0 O O GGC 00 0p/3.‘..',:t <,3<t 00<1 OOn O� 0(1 c., GOG GG c GO01 � 00Q O q O OOf.� G O 00 G�'Cp 0 r 0 O e o 2' G G GGG 096 00 `Y ^O Og Os 0 5) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 C 0 0 C 0 0 0 0 0 0 0 0 0 C 000000000000000000000000000000000000000 :J 000'1 > 0VV�r0 000000 L,, 000 v v V" LS C: 00 v v...00000L. {NCC0000000000000000v0. 0000001:0'0000000000000 I) 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 ,. 000000000000C, 0.0000 0000000_x,:00000 0:10.000000001 455 , „ „ „ V fVvV vV 000"00000?V• 0000.0 000 0 C n 0 n n r,.^. el el rel^ ^ n r^F n" e, n n n n n n n EQUAL i 1 � EXTERIOR ELEVATION - NORTH SCALE: 1/2"=1'-0" LIGHT FIXTURE, SEE ELEC. SMOOTH FACE MTL. PANEL SIDING, COLOR BLACK OF NEW LOCATION (E) LIGHT FIXTURE PANEL JOINT U ,, 0�.. a V 4' 4, v 0V 4 V 4 )J a✓ V 4+ v ,, V V v ,,-C,4. u a.0 00C0000000000000000000000000000000000 5)00 C) 00000000000000*0000000 0 000000000000000 ::ln, nn.nC)nnnr:^ ,n^nnn ^::^,nn^ nn^..^ n^ n FACE CMU (E) GROUND %va OC)UU L% 0U U "x0UC L.4, 00 C 0000000000 C 000000000000000000000'00000000''000000000'0 ') (; ^:')nt'?r^. :'t itn o C16 D 'Cn n n. 0000000000000000000)0000000000^0000000000 D ::000000004)0000000.0 . 00'00000000• ^00,0000000 GROUND FACE CMU TO MATCH EXISTING TRANSLUCENT TRANSOM GLAZING I ' I PRISMATIC PEEPHOLE I TOILET ENTRY DOOR, TYPE & COLOR MATCH EXISTING . TO I EXTERIOR ELEVATION - NORTH SCALE: 1/2"=1'-0" LIGHT FIXTURE, SEE ELEC. di, 1'-6" ,, , -7" MIN., 9" MAX. INT. ELEV. - NORTH SCALE: 1/2"=1'-0" A1.02 FRP JOINT, TYP. RECESSED 30X30X 12 CABINET, ITEM #WG269876GY BY GLOBAL INDUSTRIES-\ / \ f )0000000000000000 000000000)00000000000OOC 0000000000000 000)0000000000000000 ()00000 U ,, 0�.. a V 4' 4, v 0V 4 V 4 )J a✓ V 4+ v ,, V V v ,,-C,4. u a.0 00C0000000000000000000000000000000000 5)00 C) 00000000000000*0000000 0 000000000000000 ::ln, nn.nC)nnnr:^ ,n^nnn ^::^,nn^ nn^..^ n^ n C)0000)) 0000000'00000000000C)00000 000000000C 000000000000000000000000000000 ;•000000000 5)000000 000: 0000 0000000' 0000000 000C)00000 C 00000000000000000000r✓'✓0000000 !0000000000 1000000'0C)0 00000000000 Cl 0000000000000000000 0000000000000000000000f••0000000I 00000 0 0 0 00 %va OC)UU L% 0U U "x0UC L.4, 00 C 0000000000 C 000000000000000000000'00000000''000000000'0 ') (; ^:')nt'?r^. :'t itn o C16 D 'Cn n n. 0000000000000000000)0000000000^0000000000 D ::000000004)0000000.0 . 00'00000000• ^00,0000000 0< 4'-0" 1'-6" 0C O ;(:)- 0;. 0' ` ,0_ ,-fir j: • / / // • / // // / / / / / / / / / / / / / / / 1 --`i�, r lir 0 \ (� -� -s, 3 OJ \ \ \\10 \ \ ,\ ,, \\O 0 \ di, 1'-6" ,, , -7" MIN., 9" MAX. INT. ELEV. - NORTH SCALE: 1/2"=1'-0" A1.02 FRP JOINT, TYP. RECESSED 30X30X 12 CABINET, ITEM #WG269876GY BY GLOBAL INDUSTRIES-\ / \ ''(-1,,, G ,. °c 0, 0 0 :>;. O 0 )0000000000000000 000000000)00000000000OOC 0000000000000 000)0000000000000000 ()00000 HOSE BIBB, SEE MECH. INT. ELEV. - EAST SCALE: 1 /2"=1'-0" FRP JOINT, TYP. FRP OPENING TO RECEIVE EDGE TRIM AND OVERLAP CABINET 1/2" ALL SIDES 24X36 WHITE BOARD WITHOUT TRAY — CENTER FRP JOINT WITH CABINET AS SHOWN TRAP PRIMER CABINET. SEE MECH rD� A1.02 A1.02 EDGE OF (E) CONC. COLUMN BEHIND (E) DOWNSPOUT (E) CONC. STRUCTURE SMOOTH FACED MTL. PANEL SIDING, COLOR BLACK PANEL JOINT EXTERIOR ELEVATION - EAST SCALE: 1/2"=1'-0" EXPOSED CONC. COLUMN . WASTE. RECEPTACLE: BOBRICK MO EL .E -3644. INT. ELEV. - SOUTH SCALE: 1 /2"=1'-0" LIGHT FIXTURE, SEE ELEC. 11, ''(-1,,, G ,. °c 0, 0 0 :>;. O 0 )0000000000000000 000000000)00000000000OOC 0000000000000 000)0000000000000000 ()00000 U ,, 0�.. a V 4' 4, v 0V 4 V 4 )J a✓ V 4+ v ,, V V v ,,-C,4. u a.0 00C0000000000000000000000000000000000 5)00 C) 00000000000000*0000000 0 000000000000000 ::ln, nn.nC)nnnr:^ ,n^nnn ^::^,nn^ nn^..^ n^ n C)0000)) 0000000'00000000000C)00000 000000000C 000000000000000000000000000000 ;•000000000 5)000000 000: 0000 0000000' 0000000 000C)00000 C 00000000000000000000r✓'✓0000000 !0000000000 1000000'0C)0 00000000000 Cl 0000000000000000000 0000000000000000000000f••0000000I 00000 0 0 0 00 %va OC)UU L% 0U U "x0UC L.4, 00 C 0000000000 C 000000000000000000000'00000000''000000000'0 ') (; ^:')nt'?r^. :'t itn o C16 D 'Cn n n. 0000000000000000000)0000000000^0000000000 D ::000000004)0000000.0 . 00'00000000• ^00,0000000 0< O 0r 0C O ;(:)- 0;. 0' ` ,0_ ,-fir j: • 1 • • (E) CONC. STRUCTURE SMOOTH FACED MTL. PANEL SIDING, COLOR BLACK PANEL JOINT EXTERIOR ELEVATION - EAST SCALE: 1/2"=1'-0" EXPOSED CONC. COLUMN . WASTE. RECEPTACLE: BOBRICK MO EL .E -3644. INT. ELEV. - SOUTH SCALE: 1 /2"=1'-0" LIGHT FIXTURE, SEE ELEC. 11, 0 24x36 0 11, I ■ I --`i�, r lir 0 -� -s, WASTE RECEPTACLE (SIDE) INT. ELEV. - WEST SCALE: 1 /2"=1'-0" UNIT HEATER, SEE MECH. TANKLESS WATER HEATER, SEE MECH. rF� A1.02 GROUND FACE CMU TO MATCH EXISTING NEW LOCATION OF (E) LIGHT FIXTURE NEW LOCATION OF (E) DECORATIVE CURVED MESH FEATURE ELECTRICAL PANEL BEHIND, COORD. WITH ACCESS PANEL, OPENING 36"Wx36"H EXTERIOR ACCESS DOOR, MODEL BXTM BY BABCOCK-DAVIS CONCRETE BASE TO MATCH HEIGHT OF EXISTING rB A1.02 SY v 30L LEGE\ D KEYNOTE FOR TOILET ROOM ACCESSORY. SEE A/A1.04, "TOILET ACCESSORY MOUNTING HEIGHTS AND CLEARANCES" p I7 0.309 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 1 5 2017 PERMIT CENTER 30% DESIGN REVIEW BKD JPG 04 / 2017 60% DESIGN REVIEW PERMIT SET BKD BKD JPG JPG 10 / 2017 11 / 2017 0 A A No. ISSUED FOR / REVISION BY APP'D DATE 14if REGISTERED1 CHITECT II stuc IC-MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001. Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 DESIGNED: PROJECT MANAGER: STUDIO MENG STRAZZARA M. STANASZEK SCALE: AS NOTED DRAWN: APPROVED: B. DRAPER SITE LOCATION NO: CHECKED: J. GOEBEL KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY sWi King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION EXTERIOR AND INTERIOR ELEVATIONS DATE: NOVEMBER 2017 DRAWING NO: A2.01 SHEET NO: OF 0 c co F- t E U 0 Cr) c—I N 0 N O a 0 ❑ t0 N ra L- -0 I— 0 - U m Y O E Ca • 3 0 O 14.4 2v Z .—I NI 0 • ]G j3 N Y t/) mco' i✓ � Fa' 4° o v Z }+ U 0~I w tii w L'?"- < p axe A A501 SS CONDUCTOR SS SCUPPER SYSTEM 4" SS DOWNSPOUT (E) BIRD DETERRENT SPIKES, TYP. ALONG PARAPET (E) DOWNSPOUT BEHIND DOWNSPOUT a ✓ -- \1wi 1 aaaaaaaeaseaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa aaaaaaaaat L BIRD DETERRENT NET T NEW -OUTLET __._.__._...._...__ FROM (E) DS TO PROPOSED ROOF WOOD BLOCKING TO BE FIREI NMI VIM r � 1 J A5.01 RETARDENT TREATED, TYP ROOF ASSEMBLY: • SINGLE PLY MEMBRANE ROOFING • 1/2" PROTECTION BRD. • 2 LAYERS 4" RIGID INSUL. • AIR/VAPOR RETARDER • STRUCTURAL MTL. DECKING • MTL. JOISTS PER STRUCTURAL • 5/8" GWB CONCRETE SLAB, SEE STRUCTURAL 1 NMI MOO B 0 A5.01 9'-4" T/0 CMU COURSE AND JOISTS —III 111 III 111 1—III—, 1-III-III-III—I IS fl -_=1 111-111 11-1 1 1 11--1 11—. 1III��III��1IIlllI1 Il11II BUILDING SECTION SCALE: 1/2"=V-0" 4 CONTINUOUS 2" RIGID INSULATION (R-10), TYP. CONCRETE FOUNDATION, SEE STRUCTURAL A A3.01 A1.04 D 11 SEE ASSEMBLY TYPES • CONC. SLAB PER STRUCTURAL • 2" TH. RIGID INSULATION • VAPOR RETARDER OVER COMPACTED GRAVEL • COMPACTED EARTH 0301 /// o0 oQ 4 4 PROVIDE EXPANSION JOINT, TYP. a D FOR 4` CODE COMPLIANCE APPROVED CONCRETE FOUNDATION. SEE STTECEIVIETAL City of Tukvvilc CITY OF TUKWILA DETAIL - WALL BASE SCALE: 1 1/2W-0" (E) PAVING 2" RIGID INSULATION ALONG SLAB EDGE, TAPER AS SHOWN 2" RIGID INSULATION ALONG VERT. STEM WALL BUILDING DIVISION EvUV 1 5 2017 PERMIT CENTER 30% DESIGN REVIEW BKD JPG 04/2017 60% DESIGN REVIEW PERMIT SET BKD BKD JPG JPG 10 / 2017 11 / 2017 A A A No. ISSUED FOR 1 REVISION BY APP'D DATE • ♦ REGISTERED�} 4 ,'CI-UTECT I � I stuc I°MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 DESIGNED: STUDIO MENG STRAZZARA PROJECT MANAGER: M. STANASZEK SCALE: AS NOTED DRAWN: B. DRAPER APPROVED: SITE LOCATION NO: CHECKED: J. GOEBEL KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE 1" IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION BUILDING SECTIONS AND DETAILS DATE: NOVEMBER 2017 DRAWING NO: A3.01 SHEET NO: OF 0 ui 0 > ;,p CO - ▪ hQ.Q- (17 fD mrci a ▪ a) N N (.7) a) L I—I co , U I i 1= Y 4 C N co O & 2 'P D. > U a) ¢1 m • YI.= N j X Q > W m i C 0. F— O. (O N CD 0- olo D I— 0 soVm Y O I2 R 6132 0 • -0 U - vi Lo a3) n'v'Ic U += c▪ o tp N 4 N c m 0 0 i) o ca) E 0 W p F'I O LLF—' W i0'� 5 0 PIPE PENETRATION MEMBRANE CAP FLASHING MEMBRANE SINGLE—PLY MEMBRANE ROOFING SYSTEM PROTECTION BOARD (2) LAYERS 4" RIGID INSULATION OVER AIR/VAPOR RETARDER METAL DECKING PER STRUCTURAL TYP. PIPE PENETR TION DETAIL (2FLASHING/ROOFING 1 1/2"=l'—o" • 30% DESIGN REVIEW CMU WALL SEALANT AND BACKER ROD, TYP. AROUND PERIMETER OF CONDUCTOR SS SHEET METAL CONDUCTOR PER SPECIFICATIONS �I- ALIGN ALIGN 2" 9" WALL ASSEMBLY PER PLANS i� ROOF DETAILS 3"=1'-0" BKD JPG 04/2017 60% DESIGN REVIEW BKD JPG 10/2017. PERMIT SET BKD JPG 11 / 2017 0 0 No. ISSUED FOR I REVISION BY APP'D DATE L 6" CSCUPPER OPENING) SCUPPER FLANGE BEHIND SEE 1A/A5.01 FOR TYPICAL SCUPPER/CONDUCTOR DETAIL NOTES „ ( l / wL 00 g( L� 0 z SECTION A—A CONTINUOUS SEALANT CONTINUOUS REGLET TERMINATION SINGLE—PLY MEMBRANE ROOFING SYSTEM A ti BUILT UP 2X FIRE RETARDENT TREATED WOOD NAILERS AROUND SCUPPER OPENING k k \ \X 8" WIDE STAINLESS STEEL BIRD DETERRENT SPIKES. BASIS OF DESIGN: BIRD—B—GONE cV 11111111111:1111111111111111111111111111111111e11111111111111111111111e111111e1 111111111111111 ease: 3/4" BIRD DETERRENT NETTING. BASIS OF DESIGN: BIRD NET 2000 BY BIRD—B—GONE ROOF ASSEMBLY: • SINGLE PLY MEMBRANE ROOFING • 1/2" PROTECTION BRD. • SLOPED INSUL., 1/4" PER FOOT • 2 LAYERS 4" RIGID INSUL. • AIR/VAPOR RETARDER • MTL. DECKING PER STRUCTURAL • MTL. JOISTS PER STRUCTURAL • 5/8" GWB 1'-0" • • SCUPPER/CONDUCTOR DETAIL stuc I °MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 DESIGNED: STUDIO MENG STRAZZARA CONTINUOUS SEALANT CONTINUOUS REGLET TERMINATION SINGLE—PLY MEMBRANE ROOFING FIRE RETARDENT TREATED 4X WOOD NAILER, TYP. AT PERIMETER ) TOP 3 COURSES 6" CMU, SEE STRUCTURAL / / 0 • PARAPET FLASHING TRIM CLEAT Z—METAL METAL SIDING, HORIZONTAL ORIENTATION. BASIS OF DESIGN: FLUSH PANEL BY AEP SPAN 7/8" HAT CHANNEL, TYP. Z—METAL TYP. PARAPET DETAIL /1 PROJECT MANAGER: M. STANASZEK CONTINUE BATT INSULATION INTO JOIST CAVITY AS SHOWN WALL ASSEMBLY PER PLANS SCALE: AS NOTED DRAWN: B. DRAPER APPROVED: SITE LOCATION NO: CHECKED: J. GOEBEL KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE I" 1" IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation '7- 0 30 9 STR REVIEWED FOR C • i LIANCE PP.• ED DEC 0 8 2017 City of Tukwila BUILDING DIVISION TYP. PERIMT'r r CITY OF R I� NU') 1 5 2J1/ PERMIT CENTER METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION ROOF DETAILS DATE: NOVEMBER 2017 DRAWING NO: A5.01 SHEET NO: OF Path: U:\16351-16700\1600542 - KC Metro Comfort Stations\Task 02 - TIBS\01 - GenlNotes\KCMCS2_S011.dwg Plot date: Nov 13, 2017-10:37:54am CAD User: TravisW. Xref Filename: I KCMCS2xTB STRUCTURAL NOTES DESIGN LOADS ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, AS AMENDED BY THE CITY OF TUKWILA. LIVE LOADS IN ADDITION TO THE DEAD LOADS, THE FOLLOWING FLOOR LIVE LOADS WERE USED FOR DESIGN. LIVE LOAD REDUCTION IS PER IBC SECTION 1607.10. REDUCIBLE UNREDUCIBLE COMFORT STATION 40 PSF X ROOF 20 PSF X REFER TO TABLE 1607.1 IN THE IBC FOR RELEVANT CONCENTRATED LIVE LOADS. ROOF SNOW LOAD THE ROOF SNOW LOAD IS DETERMINED USING CHAPTER 7 OF ASCE 7 IN ACCORDANCE WITH IBC SECTION 1608 AND WITH THE FOLLOWING FACTORS: MINIMUM DESIGN LOAD 25 PSF WITHOUT DRIFT Pg = 20 PSF Ce = 0.9 Is = 1.0 Ct = 1.1 Pf = 14 PSF SEISMIC LOADS THE SEISMIC FORCE -RESISTING SYSTEM (SFRS) USED TO RESIST EARTHQUAKE AND WIND LOADS IS COMPRISED OF MASONRY SHEAR WALLS DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF ACI 530 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES". EARTHQUAKE DESIGN IS BASED ON THE EQUIVALENT LATERAL FORCE PROCEDURE IN ASCE 7 SECTION 12.8 WITH THE FOLLOWING FACTORS: SITE CLASS D RISK CATEGORY II SEISMIC DESIGN CATEGORY D Ss = S1 = Sds= Sd1= R = V = 1.48 g 0.56 g 0.99g 0.56 g 5 BASE SHEAR = 5 KIPS hn = T = TL = le = Cs = 10 FT 0.12 SECONDS 6 SECONDS 1.0 0.198 WIND LOADS WIND LOAD IS DETERMINED USING CHAPTERS 26-31 OF ASCE 7 IN ACCORDANCE WITH IBC SECTION 1609 WITH THE FOLLOWING FACTORS: RISK CATEGORY II EXPOSURE CATEGORY B Vult = 110 MPH Kzt Gcpi Vasd = 1.0 = ±0.18 = 85 MPH DESIGN WIND PRESSURES FOR DETERMINING FORCES ON COMPONENTS AND CLADDING SHALL BE DETERMINED USING CHAPTER 30 OF ASCE 7 IN ACCORDANCE WITH IBC SECTION 1609 BY THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN OF SUCH ELEMENTS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. STORY DRIFTS THE MAXIMUM LATERAL DISPLACEMENTS WITH RESPECT TO THE LEVEL BELOW (STORY DRIFTS) ARE AS FOLLOWS: SEISMIC: INELASTIC STORY DRIFT = 1.0% OF STORY HEIGHT ELASTIC STORY DRIFT = INELASTIC STORY DRIFT DIVIDED BY Cd/Ie, WHERE Cd/Ie = 3 1/2 WIND: STORY DRIFT = 0.1% OF STORY HEIGHT SOIL LOADS ALLOWABLE SOIL -BEARING PRESSURE 2500 PSF DL + LL 3330 PSF DL + LL + SEISMIC/WIND GENERAL NOTES SUBMITTALS SHOP DRAWINGS SHALL BE SUBMITTED TO THE PROJECT REPRESENTATIVE PRIOR TO ANY FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: CONCRETE OR MASONRY REINFORCEMENT, STEEL DECK. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY AND THE SUPPORTING STRUCTURAL CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN AND SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. DEFERRED SUBMITTALS PER IBC SECTION 107.3.4.1, DRAWINGS AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN AND SHALL BE SUBMITTED TO THE PROJECT REPRESENTATIVE AND THE BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. DEFERRED SUBMITTALS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: EQUIPMENT ANCHORAGE SEISMIC DESIGN OF NONSTRUCTURAL COMPONENTS INTERIOR NONBEARING COLD -FORMED STEEL FRAMING NONSTRUCTURAL COMPONENTS DESIGN, DETAILING AND ANCHORAGE OF ALL NONSTRUCTURAL COMPONENTS SHALL BE IN ACCORDANCE WITH IBC SECTION 1613, ASCE 7 CHAPTER 13, AND THE PROJECT SPECIFICATIONS. NONSTRUCTURAL COMPONENTS DESIGNED BY OTHERS SHALL NOT INDUCE TORSIONAL LOADING INTO SUPPORTING STEEL STRUCTURAL MEMBERS WITHOUT ADDITIONAL BRACING OF THOSE MEMBERS TO ELIMINATE TORSIONAL FORCES. TORSIONAL BRACING SHALL BE DESIGNED BY THE NONSTRUCTURAL COMPONENT DESIGNER AND APPROVED BY THE ENGINEER. DESIGN, DETAILING AND CONSTRUCTION OF ALL NONSTRUCTURAL COMPONENTS WHICH ATTACH TO STRUCTURE SHALL ACCOMMODATE CONSTRUCTION TOLERANCES AS ESTABLISHED BY THE STRUCTURAL SPECIFCIATIONS. ANY NONSTRUCTURAL COMPONENTS WHICH ATTACH TO MORE THAN ONE LEVEL OF THE STRUCTURE SHALL ALSO ACCOMMODATE THE RELATIVE MOVEMENTS BETWEEN LEVELS WITHOUT DAMAGE TO THE NONSTRUCTURAL COMPONENTS. IN ADDITION, NONSTRUCTURAL COMPONENTS ATTACHED TO MORE THAN ONE LEVEL SHALL ACCOMMODATE INELASTIC STORY DRIFT WITHOUT CREATING A LIFE SAFETY HAZARD. INSPECTION SPECIAL INSPECTION PER IBC CHAPTER 17 SHALL BE PERFORMED BY AN APPROVED TESTING AGENCY AS INDICATED IN THE STATEMENT OF SPECIAL INSPECTIONS AND TESTING. ALL PREPARED SOIL -BEARING SURFACES SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. SOILS COMPACTION SHALL BE SUPERVISED BY AN APPROVED TESTING AGENCY OR GEOTECHNICAL ENGINEER. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS, AND EXISTING CONDITIONS IN THE FIELD BEFORE PROCEEDING. CONTRACTOR SHALL NOTIFY THE PROJECT REPRESENTATIVE OF ANY DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OR FABRICATION. IN CASE OF DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS, THE CONTRACTOR SHALL OBTAIN DIRECTION FROM THE PROJECT REPRESENTATIVE BEFORE PROCEEDING. DIMENSIONS NOTED AS PLUS OR MINUS (±) INDICATE UNVERIFIED DIMENSIONS AND ARE APPROXIMATE. NOTIFY PROJECT REPRESENTATIVE IMMEDIATELY OF CONFLICTS OR EXCESSIVE VARIATIONS FROM INDICATED DIMENSIONS. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS --DO NOT SCALE DRAWINGS. DIMENSIONS OF EXISTING CONDITIONS MAY BE BASED ON RECORD DRAWINGS AND ARE TO BE FIELD -VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS, EXISTING CONSTRUCTION AND SOIL EXCAVATIONS, AS REQUIRED, AND IN A MANNER SUITABLE TO THE WORK SEQUENCE. TEMPORARY SHORING AND BRACING SHALL NOT BE REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH. NO REINFORCING BARS IN EXISTING CONSTRUCTION SHALL BE CUT UNLESS DIRECTED TO BY THE PROJECT REPRESENTATIVE OR AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. SOILS ALL TOPSOIL ORGANICS AND LOOSE SURFACE SOIL SHALL BE REMOVED FROM BENEATH FILL SUPPORTING CONCRETE SLABS OR PAVING. FOOTINGS SHALL BE FOUNDED ON FIRM AND UNYIELDING SOIL. MEMBER SPACING ALL FRAMING MEMBERS SHALL BE EQUALLY SPACED BETWEEN GRID LINES, COLUMNS, AND DIMENSIONED FRAMING UNLESS NOTED OTHERWISE. CONCRETE CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF IBC CHAPTER 19. CONCRETE MIXTURES CONCRETE MIXTURES SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CONCRETE MIXTURES fc (PSI) TEST AGE (DAYS) EXPOSURE CLASS USE 3,000 28 Fl SO WO Cl INTERIOR SLAB -ON -GRADE, CURBS AND PADS 4,500 28 F2 SO WO Cl FOUNDATIONS AND CONCRETE WALLS CONCRETE MIXTURES SHALL CONFORM TO THE MOST STRINGENT REQUIREMENTS FOR EXPOSURE CLASSES SPECIFIED IN THE TABLE ABOVE AND ACI 318 TABLE 19.3.2.1. WATER -REDUCING ADMIXTURES MAY BE INCORPORATED IN CONCRETE MIX DESIGNS, BUT SHALL CONFORM TO ASTM C 494, AND BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CaCl2 OR OTHER WATER-SOLUBLE CHLORIDE ADMIXTURES SHALL NOT BE USED. WATER/CEMENTITIOUS MATERIALS RATIO SHALL BE MEASURED BY WEIGHT AND SHALL BE BASED ON THE TOTAL CEMENTITIOUS MATERIAL. WATER/CEMENTITIOUS MATERIALS RATIO AND WATER CONTENT SHALL BE DETERMINED BY THE SUPPLIER BASED ON STRENGTH REQUIREMENTS AND SHALL NOT EXCEED THE MAXIMUM WATER/CEMENTITIOUS MATERIAL RATIO AND/OR WATER CONTENT of 0.05 OR IN ACI 318 TABLE 19.3.2.1 FOR THE EXPOSURE CLASSES LISTED. FIELD -MEASURED SLUMP SHALL CONFORM TO THE SUBMITTED CONCRETE MIX DESIGN. TOLERANCE OF SLUMP SHALL CONFORM TO ASTM C 94. ALL CONCRETE SUBJECT TO EXPOSURE CLASSES F1, F2 OR F3 SHALL BE AIR ENTRAINED. AIR -ENTRAINING AGENTS SHALL CONFORM TO ASTM C 260. THE AMOUNT OF ENTRAINED AIR SHALL BE ACCORDING TO ACI 318 TABLE 19.3.3.1 WITH A FIELD TOLERANCE OF ±1.5 PERCENT BY VOLUME. THE AMOUNT OF ENTRAINED AIR SHALL BE MEASURED IN THE FIELD AT THE DISCHARGE FROM THE TRUCK. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL 2 WEEKS PRIOR TO PLACING ANY CONCRETE. THE MIX DESIGN SHALL BE IN CONFORMANCE WITH ACI 318, CHAPTER 19. THE SUBMITTAL SHALL INDICATE WHERE EACH CONCRETE MIX IS TO BE USED ON THE PROJECT, AS WELL AS THE MAXIMUM AGGREGATE SIZE OF EACH MIX. MAXIMUM AGGREGATE SIZE SHALL CONFORM TO THE PROJECT SPECIFICATIONS. CURING IF THE AIR TEMPERATURE WILL EXCEED 75 DEGREES F WITHIN 48 HOURS OF PLACING CONCRETE, A MOIST CURE SHALL BE APPLIED TO THE CONCRETE FOR A PERIOD OF 36 HOURS AFTER FINISHING CONCRETE SURFACES. REFER TO THE PROJECT SPECIFICATIONS FOR CURING REQUIREMENTS. REINFORCING STEEL DEFORMED BARS SPECIAL DUCTILE QUALITY DEFORMED BARS HEADED DEFORMED BARS ADHESIVE REINFORCING DOWELS (ARD) THREADED ARD ASTM A 615, GRADE 60 ASTM A 706, GRADE 60 LOW ALLOY ASTM A 970, HEAD TYPE HA ASTM A 615, GRADE 60 ADHESIVE AS REQUIRED PER POST -INSTALLED ANCHORS ASTM A 36, UNO REINFORCING SHALL BE SUPPORTED AS SPECIFIED BY THE PROJECT SPECIFICATIONS AND THE CRSI MANUAL OF STANDARD PRACTICE. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI STANDARD OF PRACTICE AS OUTLINED IN ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." LAP ALL REINFORCING BARS AS NOTED ON THE DRAWINGS. WHERE SPLICE LENGTH IS NOT SHOWN, USE TYPE Lb (Lbt FOR TOP BARS) SPLICE PER DEVELOPMENT AND SPLICE LENGTH SCHEDULE. MECHANICAL SPLICES CALLED OUT ON THE PLANS SHALL BE TYPE 1, UNLESS OTHERWISE NOTED. TYPE 1 SPLICES SHALL DEVELOP 125 PERCENT OF THE YIELD CAPACITY OF THE SPLICED BARS IN BOTH TENSION AND COMPRESSION. TYPE 2 SPLICES SHALL DEVELOP THE SPECIFIED TENSILE STRENGTH OF THE SPLICED BARS IN TENSION IN ADDITION TO MEETING TYPE 1 SPLICE REQUIREMENTS. SUBMIT ICC -ES OR IAPMO UES REPORT VALID FOR THE 2015 IBC DEMONSTRATING COMPLIANCE OF COUPLERS WITH THESE REQUIREMENTS. AT THE CONTRACTOR'S OPTION AND WITH THE PROJECT REPRESENTATIVE'S APPROVAL, HEADED DEFORMED BARS MAY BE USED IN LIEU OF REINFORCING BARS SHOWN WITH STANDARD 90 OR 180 DEGREE HOOKS AND MECHANICAL SPLICES MAY BE USED IN LIEU OF LAP SPLICES. USE OF HEADED DEFORMED BARS IS SUBJECT TO CONFORMANCE WITH ACI 318 SECTION 25.4.4. USE OF MECHANICAL SPLICES IS SUBJECT TO CONFORMANCE WITH ACI 318 SECTION 18.2.7 AND REQUIRES SUBMITTAL OF AN ICC -ES OR IAPMO UES REPORT VALID FOR THE 2015 IBC. REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS, UNLESS NOTED OTHERWISE: USE NONSTRUCTURAL SLAB -ON -GRADE WALL BARS: INTERIOR FACES EXPOSED TO EARTH OR WEATHER FOOTING: BOTTOM BARS TOP BARS COVER 3" 3/4" 1 1/2" (#5 AND SMALLER) 2" (#6 AND LARGER) 3" (CAST AGAINST EARTH) 1 1/2" 2" (#6 AND LARGER WHERE EXPOSED TO EARTH OR WEATHER) SIDE BARS 2" WELDING OF REINFORCING, WHERE APPROVED BY THE PROJECT REPRESENTATIVE, SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES AND PREHEATED IN ACCORDANCE WITH AWS D1.4, REINFORCING STEEL WELDING CODE. WELDERS AND WELDING PROCEDURES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS D1.4. MATERIALS SHALL CONFORM TO THE FOLLOWING: REINFORCING BARS TO BE WELDED ASTM A 706, GRADE 60, LOW ALLOY WELDING ELECTRODES E80XX NONSHRINK GROUT BASE PLATE GROUT SHALL BE NONSHRINK TYPE WITH MINIMUM fc = 8,000 PSI. ALL OTHER NONSHRINK GROUT SHALL HAVE MINIMUM fc = 5,000 PSI. MASONRY CONCRETE MASONRY ALL CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C 90 WITH AVERAGE NET COMPRESSIVE STRENGTH OF 2000 PSI. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF fm = 2000 PSI AT 28 DAYS AFTER GROUTING. CONCRETE MASONRY WALLS SHALL BE REINFORCED AS SHOWN IN THESE DRAWINGS. MASONRY SHALL BE FULLY GROUTED, UNLESS NOTED OTHERWISE. MORTAR ALL MORTAR SHALL BE TYPE S AND SHALL CONFORM TO IBC SECTION 2103. MASONRY GROUT GROUT MATERIALS AND PROPORTIONS SHALL CONFORM TO TMS 602. MORTAR SAND SHALL BE USED. GROUT SHALL BE PLACED IN LIFTS NOT EXCEEDING 5'-4". GREATER LIFT HEIGHTS MAY BE ACCEPTABLE IF THE CONTRACTOR CAN DEMONSTRATE COMPLIANCE WITH THE GROUTING REQUIREMENTS OF TMS 602 SECTION 3.5D OR THE GROUT DEMONSTRATION PANEL REQUIREMENTS OF TMS 602 SECTION 1.6E. IF A GROUT DEMONSTRATION PANEL IS PROPOSED, THE CONTRACTOR SHALL SUBMIT A TEST PANEL CONFIGURATION AND GROUTING PROCEDURE FOR REVIEW. THE TEST PANEL CONFIGURATION, GROUTING PROCEDURE, AND ACCEPTANCE CRITERIA SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. REINFORCING STEEL REINFORCING SHALL CONFORM TO IBC SECTION 2103.4 AND TMS 602. DEFORMED BARS SHALL BE GRADE 60 AND SHALL BE SECURELY PLACED. STEEL DECK STEEL DECK SHALL CONFORM TO ASTM A 653. WHERE THE DECK IS LEFT PERMANENTLY EXPOSED, GALVANIZED COATING SHALL CONFORM TO ASTM A 924, G90. IN OTHER AREAS, GALVANIZED COATING SHALL CONFORM TO ASTM A 924, G60. STEEL DECK SHALL CONFORM TO THE FOLLOWING: fy (PSI) USE 33,000 MINIMUM NONCOMPOSITE STEEL ROOF DECK MINIMUM DECK GAUGES ARE SHOWN ON PLANS AND ARE BASED ON 3 -SPAN, UNSHORED CONDITIONS. HEAVIER DECK GAUGES MAY BE REQUIRED FOR CONDITIONS OTHER THAN THESE, DEPENDING ON MANUFACTURER'S AND CONTRACTOR'S LAYOUT. DECK SUPPLIER SHALL VERIFY DECK GAUGES AND CAPACITIES BASED ON ACTUAL DECK LAYOUT AND SPAN CONDITIONS INCLUDING A 3 PSF SUPERIMPOSED DEAD LOAD ALLOWANCE FOR THE STEEL ROOF DECK. DEVIATIONS IN DECK GAUGES FROM THOSE SHOWN SHALL BE SUBMITTED TO THE PROJECT REPRESENTATIVE, ALONG WITH A VALID ICC REPORT FOR APPROVAL PRIOR TO SHOP DETAILING. DECK WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3, "STRUCTURAL WELDING CODE - SHEET STEEL." WELDERS SHALL BE QUALIFIED BY WABO SHEET STEEL WELDER CERTIFICATION PROGRAM. ARC SPOT WELD SIZES NOTED ARE BASED ON THE NOMINAL (VISIBLE) DIAMETER. CONTRACTOR SHALL PROVIDE CLOSURE PLATES, FLASHING, AND ALL MISCELLANEOUS COLD - FORMED FRAMING NECESSARY TO COMPLETE THE WORK. THE MINIMUM BEARING SHALL BE 2 INCHES. NONCOMPOSITE STEEL ROOF DECK STEEL ROOF DECK SHALL BE OF THE SIZE AND GAUGE SHOWN ON THE PLANS OR AN APPROVED EQUAL. STEEL ROOF DECK FASTENING SHALL BE AS SHOWN ON THE PLANS. THE MINIMUM END LAP SHALL BE 2 INCHES CENTERED OVER SUPPORTS. SUSPENDED CEILINGS, LIGHT FIXTURES, PIPES, DUCTS, MECHANICAL OR ELECTRICAL EQUIPMENT, OR OTHER UTILITIES SHALL NOT BE SUPPORTED BY THE NONCOMPOSITE STEEL ROOF DECK WITHOUT APPROVAL OF THE ENGINEER. HOLES OR COMBINATIONS OF HOLES IN NONCOMPOSITE STEEL ROOF DECK, WHICH CUT TWO WEBS WHICH ARE CLOSER THAN 24 INCHES ON CENTER IN ANY DECK SPAN, MAY REQUIRE DECK REINFORCEMENT AND REQUIRE DIRECTION FROM THE ENGINEER. ANCHORS POST -INSTALLED ANCHORS PROVIDE POST -INSTALLED ANCHORS PER THE FOLLOWING SCHEDULE UNLESS NOTED OTHERWISE: ANCHORS IN CONCRETE ANCHOR TYPE APPROVED ANCHOR(S) EVALUATION REPORT ADHESIVE SIMPSON SET -XP ICC -ES ESR -2508 MECHANICAL SIMPSON STRONG -BOLT 2 ICC -ES ESR -3037 ANCHORS IN MASONRY ANCHOR TYPE APPROVED ANCHOR(S) EVALUATION REPORT ADHESIVE SIMPSON SET -XP IAPMO UES ER -265 MECHANICAL SIMPSON STRONG -BOLT 2 IAPMO UES ER -240 SCREW SIMPSON TITEN 2 IAPMO UES ER -466 USE OF ALTERNATE PRODUCTS, OR OF POST -INSTALLED ANCHORS AT LOCATIONS NOT SHOWN IN THESE DRAWINGS, IS SUBJECT TO THE APPROVAL OF THE PROJECT REPRESENTATIVE. SUBMIT PROPOSED ANCHORS TO THE PROJECT REPRESENTATIVE WITH AN ICC -ES OR IAPMO UES REPORT VALID FOR THE 2015 IBC. SUBMITTED ICC -ES AND IAPMO UES REPORTS SHALL DEMONSTRATE THAT THE ANCHORS ARE SUITABLE FOR USE IN CRACKED CONCRETE OR UNCRACKED, FULLY GROUTED REINFORCED CONCRETE MASONRY UNITS. WHERE ANCHORS RESIST SEISMIC LOADS, SUBMITTED ICC -ES AND IAPMO UES REPORTS SHALL DEMONSTRATE THAT THE ANCHORS ARE SUITABLE FOR THE RESISTANCE OF SEISMIC LOADS. ADHESIVES SHALL NOT BE INSTALLED PRIOR TO THE CONCRETE REACHING AN AGE OF 21 DAYS AS REQUIRED BY ACI 318. DRAWING LIST S0.11 STRUCTURAL NOTES AND DRAWING LIST S0.12 STRUCTURAL NOTES, ABBREVIATIONS AND SYMBOLS S0.13 STATEMENT OF SPECIAL INSPECTIONS S0.14 STATEMENT OF SPECIAL INSPECTIONS S1.01 FOUNDATION AND ROOF FRAMING PLANS S4.01 TYPICAL CONCRETE DETAILS S5.01 COLD -FORMED STEEL AND METAL DECK DETAILS S5.02 COLD -FORMED STEEL AND METAL DECK DETAILS S6.01 TYPICAL CMU DETAILS 1)17 03 9 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 082017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA .0V 1 j 2097 PERMIT CENTER 30% DESIGN REVIEW TSW SLR 04 / 2017 60% DESIGN REVIEW PERMIT SET TSW SLR 10 / 2017 TSW SLR 11 / 2017 A A No. ISSUED FOR / REVISION BY APP'D DATE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com studio ST ARCHITECTURE 2001 Western Ave, Suite 200 PLANNING Seattle, WA 98121 CONSULTING T: 206.587.3797 DESIGNED: T WILLIAMS DRAWN: B RONIA CHECKED: PROJECT MANAGER: M. STANASZEK SCALE: AS NOTED APPROVED: SITE LOCATION NO: T WILLIAMS KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE 1' IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION, TUKWILA, WA 98188 DRIVER'S COMFORT STATION STRUCTURAL NOTES AND DRAWING LIST DATE: NOVEMBER 2017 DRAWING NO: SHEET NO: OF Xref Filename: I KCMCS2xTB I STRUCTURAL NOTES (CONT) COLD -FORMED STEEL, LOAD-BEARING REFERENCE STANDARDS IBC CHAPTER 22, SECTIONS 2210 AND 2211. AISI S100 "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" AISI S240 "NORTH AMERICAN SPECIFICATION FOR COLD -FORMED STEEL STRUCTURAL FRAMING" SUBMITTALS SUBMIT PRODUCT DATA AND PROOF OF ICC -ES OR IAPMO-UES APPROVAL FOR FRAMING MEMBERS, FASTENERS, AND CONNECTION HARDWARE VALID FOR THE 2015 IBC. ALTERNATE MATERIALS WITH EQUIVALENT SIZE, SHAPE, STRENGTH AND STIFFNESS SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE PROJECT REPRESENTATIVE. FRAMING MEMBERS COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SIZE, SHAPE, AND GRADE AS INDICATED ON THE DRAWINGS AND IN ACCORDANCE WITH THE STEEL STUD MANUFACTURER'S ASSOCIATION ICC EVALUATION REPORT ESR -3064P. MATERIALS STUDS AND TRACK FLOOR JOISTS, ROOF JOISTS AND RIM TRACK MISCELLANEOUS SHAPES (STRIPS, SHEETS, ANGLES, BRIDGING) SHEET METAL SCREWS FRAMING FASTENERS SHEAR WALL FASTENERS FLOOR AND ROOF DIAPHRAGM FASTENERS STEEL FLOOR DECKING WELDING ELECTRODES ASTM A 1003, TYPE H 43 MIL AND THINNER, GRADE 33 54 MIL AND THICKER, GRADE 50 TRADEREADY BY CLARKDIETRICH 43 MIL AND THINNER, GRADE 33 54 MIL AND THICKER, GRADE 50 ASTM A 653, GRADE 50 ASTM C 1513 GRABBER WAFER HEAD GRABBER BUGLE HEAD GRABBER PAN OR HEX HEAD SHALLOW VERCOR DECK GALVANIZE PER ASTM A 924 G60. 70 KSI, USE LOW HYDROGEN WHEN WELDING TO STRUCTURAL STEEL FRAMING CONNECTORS CONNECTORS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY AS SPECIFIED IN CATALOG NO. C -CFS -15. PROVIDE THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER UNLESS NOTED OTHERWISE. CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE FASTENERS IN EACH MEMBER. SHEET METAL SCREWS FASTENERS SHALL BE SELF -DRILLING AND SHALL EXTEND THROUGH THE CONNECTION WITH A MINIMUM OF 3 EXPOSED THREADS. WELDING WELDING OF COLD -FORMED STEEL SHALL CONFORM TO AWS D1.3 AND SHALL BE PERFORMED BY AWS-WABO CERTIFIED WELDERS. GALVANIZING GALVANIZE ALL MEMBERS IN ACCORDANCE WITH ASTM A 653, G60. COLD -FORMED STEEL ANCHORS TO CONCRETE AND STEEL WHERE INDICATED ON THE DRAWINGS, PROVIDE ANCHORS PER THE FOLLOWING TABLE. USE OF ALTERNATE PRODUCTS IS SUBJECT TO THE APPROVAL OF THE ARCHITECT. SUBMIT PROPOSED ANCHORS TO THE ARCHITECT WITH AN ICC -ES OR IAPMO UES REPORT VALID FOR THE 2015 IBC. REFERENCE THE ANCHORS SECTION FOR ADDITIONAL REQUIREMENTS. COLD -FORMED STEEL ANCHORS TO CONCRETE AND STEEL APPLICATION PRODUCT DIAMETER LENGTH MIN EDGE DISTANCE MIN SPACING EVALUATION REPORT PAF TO STEEL HILTI X -ICC S16P8TH 0.145" FULL STEEL PENETRATION (3/16" MIN) 1/2" 1" -ES ESR -1752 CONCRETE SCREW ANCHOR SIMPSON TITEN HD 3/8" 2 1/2" 2 3/4" 3" ESR -2713 STUD PUNCHOUTS STUD PUNCHOUTS SHALL BE SPACED 24" OC AT MINIMUM. THE FIRST PUNCHOUT SHALL BE A MINIMUM OF 10" AWAY FROM THE ENDS OF EACH STUD. BUNDLED STUDS TWO STUDS IN A BOXED CONFIGURATION, OR STUD GROUPS OF 3 OR MORE MEMBERS, SHALL BE SHOP WELDED WITH 1/8" FLARE GROOVE WELDS x 1/2" LONG, BOTH SIDES AT 12" OC. INSULATION PROVIDE INSULATION IN BOXED OR BUILT-UP FRAMING MEMBERS AS REQUIRED BY THE ARCHITECTURAL DRAWINGS. COLD -FORMED STEEL JOISTS JOISTS ARE ASSUMED TO HAVE FULL LATERAL SUPPORT WITH DECKING ATTACHED TO THE COMPRESSION FLANGE. JOIST ENDS MUST BE BRACED BY RIM TRACK OR BLOCKING. MINIMUM 3 1/2" JOIST BEARING WIDTH AT WALLS. ADD WEB STIFFENER IF BEARING WIDTH IS LESS THAN 3 1/2". ERECTION 1. EACH JOIST, RAFTER, ROOF TRUSS, AND WALL STUD SHALL BE IN VERTICAL ALIGNMENT OVER THE ENTIRE BUILDING HEIGHT. 2. STUDS SHALL BE SEATED INTO THE TOP AND BOTTOM TRACKS WITH LESS THAN 1/16" GAP BETWEEN THE END OF THE STUD AND THE WEB OF THE TRACK. 3. HANDLING AND LIFTING OF PREFABRICATED PANELS SHALL NOT CAUSE PERMANENT DISTORTION TO ANY MEMBER. FIELD CUTS AND NOTCHES FIELD CUTS OR NOTCHES OF ANY KIND ARE NOT PERMITTED IN LOAD-BEARING COLD - FORMED STEEL MEMBERS. IF A FIELD CUT IS REQUIRED, THE CONTRACTOR SHALL RECEIVE DIRECTION FROM THE PROJECT REPRESENTATIVE PRIOR TO CUTTING. STRUCTURAL DRAWING SYMBOLS CONCRETE SYMBOLS Do I ---I L-- • ,_ LOW SIDE rriii//ii///1 CONCRETE COLUMN ABOVE OR PASSING THRU THIS LEVEL CONCRETE COLUMN BELOW REBAR TYPE STEPPED FOOTING CONCRETE WALL ABOVE OR PASSING THRU LEVEL PARTIAL HEIGHT CONCRETE WALL MASONRY WALLS CONCRETE IN CROSS SECTION EXISTING CONCRETE IN CROSS SECTION FOOTING TYPE ////ASSSSC ////T/J/7 PLAN NORTH STRUCTURAL ABBREVIATIONS GENERAL SYMBOLS GRID BUBBLE SURFACE - SLOPE UP SURFACE - STEPPED SURFACE - SLOPE DOWN SURFACE - SLOPE TWO WAYS UNDISTURBED SOIL, COMPACTED SOIL, BACKFILL, OR ANY PREPARED SUBGRADE. SEE SPECIFICATIONS FOR TYPE OF MATERIAL AND PREPARATION METHOD. NORTH ARROW STANDARD SECTION CUTS BUILDING SECTION CUTS 100'-0" 100'-0" 100'-0" , T/SLAB > ELEVATION OF WALL OR FRAME SPOT ELEVATION: TOP OF PLYWOOD TOP OF CONCRETE TOP OF STEEL TOP OF CONCRETE ELEVATION TOP OF STEEL ELEVATION REFERENCE ELEVATION. REFER TO PLAN UNLESS NOTED OTHERWISE. ELEVATION OF LEVEL WORKPOINT DIRECTION OF DOWNWARD SLOPE DIRECTION OF SPAN EXISTING FRAMING AB ADD'L ADH ADJ AESS AFF AGG ANCH ARCH ARD B/ BLDG BLKG BM BN BOT BRG BSMT BTWN BUR C CAP CC CDF CIP CJ CJP CL CLG CLR CMU ANCHOR BOLT ADDITIONAL ADHESIVE ADJUSTABLE ARCHITECTURALLY EXPOSED STRUCTURAL STEEL ABOVE FINISH FLOOR AGGREGATE ANCHOR ARCHITECTURAL ADHESIVE REINFORCING DOWEL BOTTOM OF BUILDING BLOCKING BEAM DIAPHRAGM BOUNDARY NAILING BOTTOM BEARING BASEMENT BETWEEN BUILT-UP ROOF CAMBER CAPACITY CENTER TO CENTER CONTROLLED DENSITY FILL CAST -IN-PLACE CONSTRUCTION OR CONTROL JOINT COMPLETE JOINT PENETRATION CENTERLINE CEILING CLEAR CONCRETE MASONRY UNIT COL CONC CONN CONST CONT CONTR COORD CTR CY DB DBA DBL DEMO DET DF DIA DIAG DKG DN DO DWF DWG DWL EA EF EL ELECT ELEV EN EQ EQUIP ES COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR COORDINATE CENTER CUBIC YARD DIVIDER BEAM DEFORMED BAR ANCHOR DOUBLE DEMOLISH DETAIL DOUGLAS FIR DIAMETER DIAGONAL DECKING DOWN DITTO DEFORMED WIRE FABRIC DRAWING DOWEL EACH EACH FACE ELEVATION ELECTRICAL ELEVATOR PANEL EDGE NAILING EQUAL EQUIPMENT EACH SIDE EW EX EXP EXT F FD FDN FF FIN FLG FLR FOB FS FT FTG GA GALV GB GEN GL GOVT GR GWB HD HF HGR HK HORIZ HP IBC ID IE EACH WAY EXISTING EXPANSION EXTERIOR FAHRENHEIT FLOOR DRAIN FOUNDATION FINISH FLOOR FINISH FLANGE FLOOR FACE OF BUILDING FAR SIDE FEET FOOTING GAUGE GALVANIZED GRADE BEAM GENERAL GLUED LAMINATED TIMBER GOVERNMENT GRADE GYPSUM WALL BOARD HOLD DOWN HEM -FIR HANGER HOOK HORIZONTAL HIGH POINT INTERNATIONAL BUILDING CODE INSIDE DIAMETER INVERT ELEVATION IF IN INFO INT JST JT KC K KSF LF LFH LLH LLV LP LSL LVL MAX MECH MFR MIN MISC MOM NIC NO NOM NS NS NTS OC OD OF OPNG OPP INSIDE FACE INCH INFORMATION INTERIOR JOIST JOINT KING COUNTY KIP (1,000 LBS.) KIPS PER SQUARE FOOT LINEAL FOOT LONG FACE HORIZONTAL LONG LEG HORIZONTAL LONG LEG VERTICAL LOW POINT LAMINATED STRAND LUMBER LAMINATED VENEER LUMBER MAXIMUM MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MOMENT NOT IN CONTRACT NUMBER NOMINAL NEAR SIDE NONSHRINK NOT TO SCALE ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPENING OPPOSITE P PAF PC PC PEN PJP PL PL PLWD PNL PSF PSI PT PT PWT R RD REINF REM REQ'D RND RO RTN SC SCHED SDCI SDQ SECT SFRS SHT SHTG POST POWER ACTUATED FASTENER PIECE PILE CAP PENETRATION PARTIAL JOINT PENETRATION PLATE PROPERTY LINE PLYWOOD PANEL POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POST -TENSIONED PRESSURE TREATED PREFABRICATED WOOD TRUSS RADIUS ROOF DRAIN REINFORCING REMAIN(DER) REQUIRED ROUND ROUGH OPENING RETURN SLIP CRITICAL SCHEDULE SEATTLE DEPARTMENT OF CONSTRUCTION AND INSPECTIONS SPECIAL DUCTILE QUALITY SECTION SEISMIC FORCE -RESISTING SYSTEM SHEET SHEATHING SIM SOG SP SPEC SQ SS ST STD STIFF STIRR STL STRUCT SUPP SYM T&B T&G T/ TB THK THRU TRANS TYP UNO UT VERT VIF W/ W/O WD WHS WL WP bt'7b3Q9 SIMILAR SLAB -ON -GRADE SPACE SPECIFICATION SQUARE STAINLESS STEEL SUSTAINED TENSION ANCHOR STANDARD STIFFENER STIRRUP STEEL STRUCTURAL SUPPORT SYMMETRICAL TOP AND BOTTOM TONGUE AND GROOVE TOP OF . TABLE THICK(NESS) THROUGH TRANSVERSE TYPICAL UNLESS NOTED OTHERWISE ULTRASONIC TESTING VERTICAL VERIFY IN FIELD WITH WITHOUT WOOD WELDED H WATER LIN WORK POIN I. DER.YaVVED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 1 5 2017 PERMIT CENTER 30% DESIGN REVIEW TSW SLR 04/2017 60% DESIGN REVIEW PERMIT SET TSW TSW SLR SLR 10 / 2017 11/2017 A No. ISSUED FOR / REVISION BY APP'D DATE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com stud iOmENG ST a:. ARCHITECTURE 2001 Western Ave, Suite 200 PLANNING Seattle, WA 98121 CONSULTING T: 206.587.3797 DESIGNED: T WILLIAMS DRAWN: B RONIA CHECKED: PROJECT MANAGER: M. STANASZEK SCALE: AS NOTED APPROVED: SITE LOCATION NO: T WILLIAMS KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE 1" IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION, TUKWILA, WA 98188 DRIVER'S COMFORT STATION STRUCTURAL NOTES, ABBREVIATIONS AND SYMBOLS DATE: NOVEMBER 2017 DRAWING NO: SO.12 SHEET NO: OF Path: U:\16351-16700\1600542 - KC Metro Comfort Stations\Task 02 - TIBS\01 - GenlNotes\KCMCS2_S013.dwg Plot date: Nov 13, 2017-10:38:15am CAD User: TravisW. Xref Filename: I KCMCS2xTB STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING TABLE 1 - REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS SYSTEM OR MATERIAL INSPECTION REMARKS IBC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY (NOTE 6) CONTINUOUS PERIODIC SOILS VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. TB 1705.6 1705.6 - - X LOAD-BEARING OR LATERAL LOAD -RESISTING MEMBERS OR ASSEMBLIES IS BEING WTHE HERE FAFABRICATEDBRICATIONITEMS OF STRUSHALL CTURA BE ASL, PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF REQUIRED BY TABLE 2 AND AS REQUIRED ELSEWHERE IN THE STATEMENT OF SPECIAL INSPECTIONS. REFERENCE SECTION 1704.2.5.1 FOR APPROVED FABRICATOR EXCEPTION. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. - X TABLE 2 - REQUIRED STRUCTURAL SPECIAL INSPECTIONS SYSTEM OR MATERIAL INSPECTION REMARKS IBC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY (NOTE 6) CONTINUOUS PERIODIC FABRICATION INSPECTION IN FABRICATION SHOP 1704.2.5 - _ - LOAD-BEARING OR LATERAL LOAD -RESISTING MEMBERS OR ASSEMBLIES IS BEING WTHE HERE FAFABRICATEDBRICATIONITEMS OF STRUSHALL CTURA BE ASL, PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF REQUIRED BY TABLE 2 AND AS REQUIRED ELSEWHERE IN THE STATEMENT OF SPECIAL INSPECTIONS. REFERENCE SECTION 1704.2.5.1 FOR APPROVED FABRICATOR EXCEPTION. CONCRETE INSPECT REINFORCEMENT, INCLUDING EMBEDMENTS AND PRESTRESSING TENDONS, AND VERIFY PLACEMENT. TB 1705.3(1) 1705.3 1908.4 ACI 318: 20, 25.2-25.3, 26.6.1-26.6.3, 26.8, 26.13.3 - X TOLERANCE AND REINFORCING PLACEMENT PER ACI 318: 26.6 INSPECTION OF REINFORCING STEEL WELDING TB 1705.3(2) 1705.3.1 ACI 318: 26.6.4 AWS D1.4: 7 - - EXCEPT AS NOTED OTHERWISE MATERIAL VERIFICATION OF WELD FILLER METALS 1705.3.1COPY - X MANUFACTURER'S CERTIFIED TEST REPORTS VERIFYING USE OF PROPER WELDING PROCEDURE SPECIFICATIONS - X OF WELDING PROCEDURE SPECIFICATIONS VERIFYING WELDER QUALIFICATIONS - X COPY OF QUALIFICATION CARDS VERIFY WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A 706. TB 1705.3 (2.a) AWS D1.4 ACI 318: 26.6.4- - X CERTIFIED MILL TEST REPORTS INSPECT SINGLE PASS FILLET WELDS, MAXIMUM 5/16" TB 1705.3 (2.b) 1705.4 X - INSPECT ALL OTHER WELDS TB 1705.3 (2.c) X _ ALL WELDS VISUALLY INSPECTED PER AWS D1.4: 7.5 INSPECT ANCHORS CAST IN CONCRETE WAC 51-50-1705 ACI 318 17.8.2 - X ALL ANCHORS SHALL BE VISUALLY INSPECTED INSPECT ANCHORS POST -INSTALLED IN HARDENED CONCRETE MEMBERS: ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. WAC 51-50-1705 ACI 355.4 ICC/IAPMO EVALUATION REPORT ACI 318: 17.8.2.4, 26.13.3 X - REFER TO ANCHOR CALLOUTS FOR SUSTAINED TENSION (ST) DESIGNATION MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED ABOVE. WAC 51-50-1705 ACI 355.4 ICC/IAPMO EVALUATION REPORT ACI 318: 17.2, 26.13.3 - X (NOTE 7) ALL ANCHORS SHALL BE VISUALLY INSPECTED VERIFY USE OF REQUIRED DESIGN MIX. TB 1705.3(5) 1705.3 1904 1908.2 1908.3 ACI 318: 19, 26.4.3-26.4.4, 26.13.3 - X - PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. TB 1705.3(6) 1908.10 ASTM C 172 ASTM C 31 ACI 318: 26.4, 26.12 X - - INSPECT CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. TB 1705.3(7) 1705.3 1908.6-8 ACI 318: 26.5, 26.13.3 X - - VERIFY CURING METHOD AND DURATION OF CURING FOR EACH MEMBER. - ACI 318: 26.13.3.3(b) - X - INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. TB 1705.3(12) 1705.3 ACI 318: 26.11.1.2(b) - X - INSPECT REINFORCING STEEL MECHANICAL COUPLERS, TERMINATORS AND FORM SAVERS - ICC/IAPMO EVALUATION REPORTS - X VISUALLY INSPECT FOR CORRECT ASSEMBLY AND LOCATION MASONRY - LEVEL B VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE FOR SELF -CONSOLIDATING GROUT. 1705.4 TMS 602: TB 4 TMS 602: 1.5 B.1.b.3 X - - VERIFICATION OF fm PRIOR TO CONSTRUCTION, EXCEPT WHERE SPECIFICALLY EXEMPTED BY THE CODE. TMS 602: TB 4 TMS 602: 1.4 B - X - VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS TMS 602: TB 4(1) TMS 602: 1.5 - X - AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: PROPORTIONS OF SITE -PREPARED MORTAR 1705.4 TMS 602: TB 4(2.a) TMS 602: 2.1, 2.6 A - X - CONSTRUCTION OF MORTAR JOINTS TMS 602: TB 4(2.b) TMS 602:3.3B - X - LOCATION OF REINFORCEMENT AND CONNECTORS TMS 602:TB 4(2.d) TMS 602: 3.4 - X - PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: GROUT SPACE 1705.4 TMS 602: TB 4(3.a) TMS 602: 3.2 D, 3.2 F - X - GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS TMS 602: TB 4(3.b) TMS 402: 6.4, 3.4 TMS 402: 6.1 - X - PLACEMENT OF REINFORCEMENT AND CONNECTORS TMS 602: TB 4(3.c) TMS 602: 3.2 E, 3.4 TMS 402: 6.1-6.2 - X - PROPORTIONS OF SITE -PREPARED GROUT TMS 602: TB 4(3.d) TMS 602: 2.6 B - X - CONSTRUCTION OF MORTAR JOINTS TMS 602: TB 4(3.e) TMS 602: 3.3 B - X - VERIFY DURING CONSTRUCTION: SIZE AND LOCATION OF STRUCTURAL ELEMENTS 1705.4 TMS 602: TB 4(4.a) TMS 602: 3.3 F - X - TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTION TMS 602: TB 4(4.b) TMS 402: 1.2.1(e), 6.1.4.3, 6.2.1 - X - WELDING OF REINFORCEMENT TMS 602: TB 4(4.c) TMS 402: 8.1.6.7.2, 9.3.3.4(c) X - ALL WELDS VISUALLY INSPECTED PER AWS D1.4: 7.5 REFER TO CONCRETE FOR WELDING REQUIREMENTS PREPARATION, CONSTRUCTION, AND PROTECTION DURING COLD WEATHER (TEMPERATURE BELOW 40°F) OR HOT WEATHER (ABOVE 90°F) 1705.4 TMS 602: TB 4(4.d) TMS 602: 1.8 C, 1.8 D - X - PLACEMENT OF GROUT IS IN COMPLIANCE 1705.4 TMS 602: TB 4(4.f) TMS 602: 3.5 X - - OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMS 1705.4 TMS 602: TB 4(5) TMS 602: 1.4 B - X - STEEL DECK INSPECTION OR EXECUTION TASKS PRIOR TO DECKI PLACEMENT: VERIFY COMPLIANCE OF MATERIALS (DECD AND ALL DECK ACCESSORIES) WITH CONSTRUCTION DOCUMENTS, INCLUDING PROFILES, MATERIAL PROPERTIES, AND BASE METAL THICKNESS 1705.2.2 SDI QA/QC: APP. 1 - X - DOCUMENT ACCEPTANCE OR REJECTION OF DECK AND DECK ACCESSORIES - X - INSPECTION OR EXECUTION TASKS AFTER DECK PLACEMENT: VERIFY COMPLIANCE OF DECK AND ALL DECK ACCESSORIES INSTALLATION WITH CONSTRUCTION DOCUMENTS 1705.2.2 SDI QA/QC: APP. 1 - X - VERIFY DECK MATERIALS ARE REPRESENTED BY THE MILL CERTIFICATIONS THAT COMPLY WITH THE CONSTRUCTION DOCUMENTS - X - DOCUMENT ACCEPTANCE OR REJECTION OF INSTALLATION OF DECK AND DECK ACCESSORIES X - INSPECTION OR EXECUTION TASKS PRIOR TO WELDING: WELDING PROCEDURE SPECIFICATIONS AVAILABLE (WPS) 1705.2.2 SDI QA/QC: APP. 1 X - - MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE X - MATERIAL IDENTIFICATION (TYPE/GRADE) X - - CHECK WELDING EQUIPMENT X - - �7LO3O? REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA i'aUV 1 5 2017 PERMIT CENTER 30% DESIGN REVIEW TSW SLR 04 / 2017 60% DESIGN REVIEW PERMIT SET TSW TSW SLR SLR 10/2017 11 / 2017 n A No. ISSUED FOR / REVISION BY APP'D DATE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www. kpff.com Stud Iq E G ST' ARCHITECTURE 2001 Western Ave, Suite 200 PLANNING Seattle, WA 98121 CONSULTING T: 206.587.3797 DESIGNED: T WILLIAMS DRAWN: B RONIA CHECKED: PROJECT MANAGER: M. STANASZEK SCALE: AS NOTED APPROVED: SITE LOCATION NO: T WILLIAMS KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION, TUKWILA, WA 98188 DRIVER'S COMFORT STATION STATEMENT OF SPECIAL INSPECTIONS DATE: NOVEMBER 2017 DRAWING NO: S0.13 SHEET NO: OF Xref Filename: I KCMCS2xTB I STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING 30% DESIGN REVIEW 60% DESIGN REVIEW PERMIT SET A n TABLE 2 - REQUIRED STRUCTURAL SPECIAL INSPECTIONS (CONT) SYSTEM OR MATERIAL INSPECTION REMARKS IBC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY (NOTE 6) CONTINUOUS PERIODIC STEEL DECK (CONT) INSPECTION OR EXECUTION TASKS DURING WELDING: ' USE OF QUALIFIED WELDERS 1705.2.2 SDI QA/QC: APP. 1 X - - CONTROL AND HANDLING OF WELDING CONSUMABLES X - - ENVIRONMENTAL CONDITIONS (WIND SPEED, MOISTURE, TEMPERATURE) X - - WPS FOLLOWED X - - INSPECTION OR EXECUTION TASKS AFTER WELDING: VERIFY SIZE AND LOCATION OF WELDS, INCLUDING SUPPORT, SIDELAP, AND PERIMETER WELDS 1705.2.2 SDI QA/QC: APP. 1 - X - WELDS MEET VISUAL ACCEPTANCE CRITERIA - X - VERIFY REPAIR ACTIVITIES - X - DOCUMENT ACCEPTANCE OR REJECTION OF WELDS - X - INSPECTION OR EXECUTION TASKS PRIOR TO MECHANICAL FASTENING: MANUFACTURER INSTALLATION INSTRUCTIONS AVAILABLE FOR MECHANICAL FASTENERS 1705.2.2 SDI QA/QC: APP. 1 X - - PROPER TOOLS AVAILABLE FOR FASTENER INSTALLATION X - - PROPER STORAGE FOR MECHANICAL FASTENERS X - INSPECTION OR EXECUTION TASKS DURING MECHANICAL FASTENING: FASTENERS ARE POSITIONED AS REQUIRED 1705.2.2 SDI QA/QC: APP. 1 X - _ FASTENERS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS X - - INSPECTION OR EXECUTION TASKS AFTER MECHANICAL FASTENING: CHECK SPACING, TYPE, AND INSTALLATION OF SUPPORT FASTENERS, SIDELAP FASTENERS, AND PERIMETER FASTENERS 1705.2.2 SDI QA/QC: APP. 1 - X - VERIFY REPAIR ACTIVITIES - X - DOCUMENT ACCEPTANCE OR REJECTION OF MECHANICAL FASTENERS - X - SYSTEM OR MATERIAL INSPECTION REMARKS IBC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY (NOTE 6) CONTINUOUS PERIODIC COLD -FORMED STEEL FRAMING MATERIAL VERIFICATION OF WELDING CONSUMABLES - AISI S100: APP. A E2a - X MANUFACTURER'S CERTIFIED TEST REPORTS VERIFYING USE OF PROPER WPS - X COPY OF WELDING PROCEDURE SPECIFICATIONS VERIFYING WELDER QUALIFICATIONS - X COPY OF QUALIFICATION CARDS WELDED FRAMING CONNECTIONS - AWS D1.3: 6 - X ALL WELDS VISUALLY INSPECTED PER AWS D1.3: 6.1 TABLE 2A - REQUIRED STRUCTURAL SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE SYSTEM OR MATERIAL INSPECTION REMARKS IBC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY (NOTE 6) CONTINUOUS PERIODIC GENERAL SEISMIC FORCE -RESISTING SYSTEMS (SFRS) IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY C, D, E OR F 1704.3.2 1705.12 - X - REFERENCE GENERAL STRUCTURAL NOTES FOR OUTLINE OF SFRS SYSTEM. REFERENCE TABLE 2A FOR MATERIAL SPECIFIC INSPECTION REQUIREMENTS. SYSTEM OR MATERIAL INSPECTION REMARKS IBC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY (NOTE 6) CONTINUOUS PERIODIC COLD -FORMED STEEL FRAMING WELDED CONNECTIONS FOR DIAPHRAGM ELEMENTS, DRAG STRUTS, SHEAR WALL ELEMENTS AND BRACING. 1705.12.3 AWS D1.3: 6 - X ALL WELDS VISUALLY INSPECTED PER AWS D1.3: 6.1 CONNECTIONS FOR DIAPHRAGM ATTACHMENT, DIAPHRAGM CHORDS, DRAG STRUTS, SHEAR WALL ELEMENTS, BRACING AND HOLD-DOWNS. - - X ALL CONNECTIONS VISUALLY INSPECTED. NOT REQUIRED IF SHEATHING IS GYPSUM BOARD, FIBERBOARD, OR IF SHEATHING IS WOOD STRUCTURAL PANEL OR STEEL SHEET ON ONLY ONE SIDE AND FASTENER SPACING IS MORE THAN 4 INCHES ON CENTER TABLE 3 - REQUIRED STRUCTURAL TESTING SYSTEM OR MATERIAL TESTING REMARKS IBC CODE REFERENCE CODE OR STANDARD REFERENCE FREQUENCY CONTINUOUS PERIODIC GEOTECHNICAL FILL IN-PLACE DENSITY OR PREPARED SUBGRADE DENSITY 1705.6 VARIES; MINIMUM PER IBC APPENDIX J107.5 - X MATERIAL VERIFICATION VARIES; CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS - X CONCRETE COMPOSITE SAMPLES 1903 1705.3 ASTM C 172 ACI 318: 26.12 ONE SAMPLE FOR EA 150 CY NOR LESS THAN 5S 000 SQ FT OF SLABS AND WALLS, ONE SET PER DAY MIN OBTAIN WHEN FRESH CONCRETE IS PLACED FOR EACH MIX DESIGN USED CONCRETE STRENGTH, LINO ASTM C 39 ACI 318: 26.12 EACH SAMPLE: 1 CYL - 7 DAYS 3 CYL - TEST AGE 1 CYL - HOLD (NOTE 8) REFER TO GENERAL NOTES FOR TEST AGE. FOR 6 BY 12 -INCH CYLINDERS, 2 CYLINDERS AT TEST AGE IS PERMITTED. CYL = CYLINDER CONCRETE SLUMP ASTM C 143 ONE TEST PER COMPOSITE SAMPLE AT POINT OF PLACEMENT CONCRETE AIR CONTENT ASTM C 231 ONE TEST PER COMPOSITE SAMPLE MIN ONE PER DAY CONCRETE TEMPERATURE ASTM C 1064 ONE TEST PER COMPOSITE SAMPLE ONE TEST PER HOUR WHEN AIR TEMP IS BELOW 40 DEG F OR ABOVE 80 DEG F MASONRY UNIT STRENGTH METHOD 2105 1705.4 ASTM C 62 ASTM C216 ASTM C 652 ASTM C 476 ASTM C 55 ASTM C 90 TMS 602: 1.4 B.2 - - PRISM TEST METHOD 2105 1705.4 ASTM C 1314 TMS 602: 1.4 B.3 TESTING EVERY 5,000 SQ FT _ STATEMENT OF SPECIAL INSPECTION AND TESTING NOTES: 1. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE (IBC) AND THE REFERENCE CODES AND STANDARDS LISTED IN NOTE 2. REFER TO TABLES 1 AND 2 FOR SPECIAL INSPECTION AND TABLES 3 AND 4 FOR TESTING REQUIREMENTS. 2. REFERENCE CODES AND STANDARDS ARE AS FOLLOWS: IBC 2015 ACI 318-14 AWS CURRENT EDITION ASTM CURRENT EDITION RCSC 2009 TMS 402-13, 602-13 SDI QA/QC-2011 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 082017 City of Tukwila BUILDING DIVISION 3. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED QUALIFIED TESTING AND INSPECTING AGENCY MEETING THE REQUIREMENTS OF ASTM E 329 MATERIALS), ASTM D 3740 (SOILS), ASTM C 1077 (CONCRETE), ASTM A 880 (STEEL), AND ASTM E 543 (NON-DESTRUCTIVE). THE TESTING AND INSPECTING AGENCY SHALL FURNISH TO THE STRUCTURAL ENGINEER, ARCHITECT AND PROJECT REPRESENTATIVE A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE BUILDING OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1.1 OF AWS D1.1. 4. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. ISSUES REQUIRING IMMEDIATE CORRECTIVE ACTIONS OR ENGINEERING INPUT ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY UPON DISCOVERY. 5. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER, ARCHITECT, PROJECT REPRESENTATIVE, CONTRACTOR, AND OWNER. THE TESTING AND INSPECTING AGENCY SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. 6. CONTINUOUS SPECIAL INSPECTION: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT WHEN AND WHERE THE WORK TO BE INSPECTED IS BEING PERFORMED. PERIODIC SPECIAL INSPECTION: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED. 7. WHERE PERIODIC INSPECTION IS ALLOWED IN ACCORDANCE WITH THE ANCHOR ICC/IAPMO EVALUATION REPORT, INSPECTIONS SHALL BE AS FOLLOWS: - FOR ALL ANCHORS, PRIOR TO CONCEALMENT, VERIFY: ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR SPACING AND EDGE DISTANCE. - FOR EACH ANCHOR TYPE AND SIZE, INSPECTOR SHALL BE ONSITE TO CONTINUOUSLY INSPECT A MINIMUM OF THE FIRST 10 ANCHORS INSTALLED BY EACH INSTALLER FOR CONFORMANCE WITH ICC/IAPMO EVALUATION REPORT. PROVIDED ALL ANCHORS ARE INSTALLED CORRECTLY PER MANUFACTURER'S INSTRUCTIONS, PROVIDE PERIODIC INSPECTION ON A MINIMUM OF 10% OF THE NEXT 1000 ANCHORS BY EACH INSTALLER AND A MINIMUM OF 5% OF THE REMAINING ANCHORS BY EACH INSTALLER. INSPECTIONS SHALL OCCUR A MINIMUM OF ONCE PER WEEK AT A RANDOM TIME WHILE ANCHOR INSTALLATION IS ONGOING. ANY NON-COMPLIANCE ISSUES SHALL RESET THE INSPECTION REQUIREMENTS TO TEN (10) CONTINUOUS INSPECTIONS. NON-COMPLIANT ANCHORS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD FOR REVIEW AND SHALL BE BROUGHT INTO COMPLIANCE BY EITHER TESTING OR RE -INSTALLATION. - INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS. - SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE MINIMUM NUMBER OF ANCHORS WERE INSPECTED.RECEIVED � f 8. INDICATED CONCRETE TESTING MEETS MINIMUM REQUIREMENTS FOR STRUCTURAL TESTING TO BE ROVIDED BY THE APPROVED QUALIFIED TESTING AND INSPECTING AG i1�Yi(.(ABCTTilloNAL STING FOR CONSTRUCTION CONSIDERATIONS ARE NOT INDICATED AND SHALL BE DETERMINED BY THE Ct�TRACTOR AND PROVIDED AT CONTRACTOR'S EXPENSE. TSW SLR 04 / 2017 TSW 10/2017 TSW 11 / 2017 No. ISSUED FOR / REVISION BY SLR SLR APP'D DATE DESIGNED: PROJECT MANAGER: SCALE: 1 stud I OMENG ST AS NOTED SITE LOCATION NO: B RONIA CHECKED: ‘`ft 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com ARCHITECTURE PLANNING CONSULTING 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 KC PROJECT NO: E00431E16 ONE INCH AT FULL SIZE T WILLIAMS RECOMMENDED: KC CONTRACT NO: IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation r7�3o9 NOV1 5 2017 is PERMIT CENTER METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION, TUKWILA, WA 98188 DRIVER'S COMFORT STATION STATEMENT OF SPECIAL INSPECTIONS DATE: NOVEMBER 2017 DRAWING NO: SO.14 SHEET NO: OF Path: U:\16351-16700\1600542 - KC Metro Comfort Stations\Task 02 - TIBS\02 - Plans\KCMCS2_S101.dwg Plot date: Nov 13, 2017-10:38:36am CAD User. TravisW. Xref Filename: 13422 I KCMCS2xTB I KCMCS2xBOXALL I _KC -T -Plans EX CONC COL EX CLEANOUT, COORDINATE EX ROUTING W/ NEW FOOTING CI C C C Ae. A �ommo� . �C:C:C....r....rrr.OLL C � dull'rillir(IrrrllrfllrjirlWfrWfflrl JIi Path: U:116351-16700\1600542 - KC Metro Comfort Stations\Task 02 - TIBS\04 - Details\KCMCS2_S401.dwg Plot date: Nov 13, 2017-10:38:46am CAD User: TravisW. Xref Filename: 13422 I KCMCS2xTB I KCMCS2xBOXALL Lbt • a a a • a tk. a a STD HOOK INTERSECTION BAR Lbt CORNER BAR 1 a a a UP TO j 2'-0" TO 4'-0" 2'-0" a a '— #3 @ 8" OC W/ ` TYP WALL 180° HOOKS STEEL HOOK BARS W/ 180° 180° HOOKS HOOKS a • • a • • UP TO 2'-0" ® a \– #3@8"OC —J • e a STD HOOK 2'-0" TO 4'-0" PLAN VIEW TYP WALL STEEL HOOK BAR W/ 180° HOOKS ENDBARU- • lot • • a a a a 1 i TYPICAL CONCRETE WALL DETAILS Cik- NO SCALE OPTIONAL CONSTR JT NO PIPES SHALL PASS THRU FTG 3D OR 6" (WHICHEVER IS GREATER) CLR MIN BTWN AJACENT PIPE SLEEVES z 0 11 m z N II IN Mil III T1 I i—.I'�'T-I I METAL SLEEVE DIA = PIPE DIA + 2" 9" MIN ELEVATION SECTION 12" 9 M 2 N MIN L III III f I I III -I I I WALL FOOTING 2 �1 NOTES: 1. STEP FOOTING PER TYPICAL STEPPED FOOTING DETAIL AS REQUIRED TO SATISFY 2. GENERAL CONTRACTOR TO COORDINATE EXACT DEPTH AND LOCATION OF PIPE. 3. "D" SHALL NOT EXCEED 8". MAXIMUM EXTENT OF EXCAVATION PROVIDE COLLAR AROUND PIPE TO KEEP DIRT OUT OF SLEEVE THESE CONDITIONS. TYP DETAIL OF PIPE AT FOOTINGS B NO SCALE PAINT W/ CURING COMPOUND AS BOND BREAK BEFORE ADJACENT SLAB IS POURED GREASE ONE END OF DOWELS FROM JOINT TO DOWEL END. ALL GREASED DOWEL ENDS TO BE AT SAME SIDE OF JOINT SEE PLAN FOR REINF SEE PLAN FOR BASE 1'-4" SMOOTH DOWEL BARS @ 12" OC W/ DIAMETER = 1/8xt FLUSH AGAINST UNDERSIDE OF PERPENDICULAR SLAB REINF CONSTRUCTION JOINT METAL OR JOINT FILLER STRIP PLACED FLUSH W/ SURFACE WHEN SLAB IS POURED OR 1/8" SAWCUT CONTROL JT TO BE FILLED W/ SEALANT N MIIIBIMMINECARMINNOMIDEMEICII SEE PLAN FOR REINF " CUT EVERY OTHER REINF BAR CROSSING CONTROL JOINT PRIOR TO CONCRETE POUR SEE PLAN FOR BASE NOTES: 1. REFER TO PLAN FOR SLAB THICKNESS AND REINFORCING. 2. CONTROL JOINTS TO BE SPACED @ 20'-0" OC MAX, EACH WAY, UNLESS NOTED OTHERWISE. RATIO OF DISTANCE BETWEEN CONTROL JOINTS IN EACH DIRECTION FOR A SLAB PANEL SHALL NOT EXCEED 1.5. CONSTRUCTION JOINTS PER THIS DETAIL SHALL BE CONSIDERED AS CONTROL JOINTS FOR CONTROL JOINT SPACING REQUIREMENTS. 3. WHERE SLAB OCCURS OVER FOAM, TAPE AND PROVIDE SMOOTH TRANSITION AT ALL JOINTS TO REDUCE POTENTIAL FOR RESTRAINT CRACKING. CONTROL JOINT TYPICAL SLAB ON GRADE AND CONSTRUCTION JOINT DETAILS NO SCALE ISOLATION JOINT WITH JOINT FILLER SLAB -ON -GRADE T/SLAB r F f i r r r r • B/FTG • M'{i?.,�.�t "•r iir,:%.`e'}:.7v�r.'�ti :; �ai..itvlih F— w 0 CMU CMU VERT DOWEL, COORD W/ MASONRY COURSING ALIGN CC _ W U a< • .o ih J 0 3" CLR WIDTH T SIDEWALK #4@12"OC EW SEE PLAN AND FTG SCHED FOR SIZE, DEPTH AND REINF fy = 60,000 psi SIZE TYPE MARK Ld Ldt TYPE COMMENTS WIDTH Lb Lbt Ldh #4 22 (33) 28 (43) 28 (43) 37 (56) 11 #5 27 (41) 36 (53) 36 (53) 46 (69) 14 #6 33 (49) 43 (64) 43 (64) 56 (83) 16 NOTES: 1.. USE THE LENGTHS IN THIS SCHEDULE, UNLESS NOTED OTHERWISE. 2. USE LENGTH IN () WHEN BAR COVER IS db OR LESS OR BAR CLEAR SPACING IS 2db OR LESS. 3. A TOP BAR IS A HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW IT. ABBREVIATIONS db = BAR DIAMETER Ld = TENSION DEVELOPMENT LENGTH Ldt = TENSION DEVELOPMENT LENGTH FOR A TOP BAR Lb = CLASS B LAP SPLICE LENGTH, 1.3 Ld Lbt = CLASS B LAP SPLICE LENGTH FOR A TOP BAR, 1.3 Ldt Ldh = TENSION DEVELOPMENT LENGTH FOR A STANDARD HOOK DEVELOPMENT AND CrlSPLICE LENGTH SCHEDULE NO SCALE CONTINUOUS FOOTING SCHEDULE TYPE MARK DIMENSIONS REINFORCING TYPE COMMENTS WIDTH DEPTH 3'-0" 1'-0" (4) #4 LONG, #4 @ 12" OC TRANS BOT _ (FW3.0) NOTES: 1. SEE G/S4.01 FOR TYPICAL FOOTING DETAIL. ECCENTRIC WALL FOOTING DETAIL CONTINUOUS FOOTING SCHEDULE 3/4"=1'-O" H NO SCALE 0301 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila LBUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 1 5 2017 PERMIT CENTER ONIIMMF 30% DESIGN REVIEW TSW SLR 04/2017 60% DESIGN REVIEW PERMIT SET TSW TSW SLR SLR 10 / 2017 11 / 2017 n A No. ISSUED FOR / REVISION BY APP'D DATE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com stud iOMENG ST ARCHITECTURE 2001 Western Ave, Suite 200 PLANNING Seattle, WA 98121 CONSULTING T: 206.587.3797 DESIGNED: T WILLIAMS DRAWN: B RONIA CHECKED: PROJECT MANAGER: M. STANASZEK SCALE: AS NOTED APPROVED: SITE LOCATION NO: T WILLIAMS KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE 1' — I IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION, TUKWILA, WA 98188 DRIVER'S COMFORT STATION TYPICAL CONCRETE DETAILS DATE: NOVEMBER 2017 DRAWING NO: S4.01 SHEET NO: OF Path: U:\16351-16700\1600542 - KC Metro Comfort Stations\Task 02 - TIBS\04 - Details\KCMCS2_S501.dwg Plot date: Nov 13, 2017-10:38:59am CAD User: TravisW. Xref Filename: 13422 I KCMCS2xTB I KCMCS2xBOXALL 0 CV 0 o CV z 2 FOR "D"=6" TO 24" STEEL DECK PER PLAN 5/8"0 L2x2x1/4 BELOW DECK TYP CL JOIST CL JOIST ADJUST DECK FLUTES AS REQ'D TO ACHIEVE BEARING ON FRAMING FOR "D"=24" TO 72" NOTES: 1. HOLES LESS THAN 6"0 AND CUTTING NO MORE THAN ONE DECK WEB REQUIRE NO REINFORCEMENT. 2. ALL STEEL DECK OPENINGS SHOWN ABOVE APPLY ONLY TO DUCTWORK, PIPING, ROOF HATCHES AND SMALL AIR SHAFTS. 3. THESE REINFORCED OPENINGS ARE NOT INTENDED TO SUPPORT MECHANICAL EQUIPMENT. TYPICAL STEEL DECK OPENINGS NO SCALE JOISTS PERPENDICULAR TO WALL 600T150-54 @ 48" OC, TRIM LEGS. PROVIDE (2) #10 SCREWS TO EA JOIST JOISTS PARALLEL TO WALL STEEL DECK PER PLAN JOIST PER PLAN, TYP ALLOW FOR 3/4"± VERTICAL MOVEMENT NON -LOAD BEARING STUD WALL PER ARCH STEEL DECK PER PLAN JOIST PER PLAN, TYP ALLOW FOR 3/4"± VERTICAL MOVEMENT NON -LOAD BEARING STUD WALL PER ARCH TYPICAL TOP OF NON -LOAD. CBEARING WALL ANCHORAGE J NO SCALE CMU WALL STEEL DECK PER PLAN #10 SCREW EA FLANGE T&B 54 MIL TRACK W/ 1 1/2" FLANGES JOIST PER PLAN 1/4"0x2" EMBED MASONRY SCREW ANCHOR @ 16" OC, STAGGER T&B, (3) MIN PER WALL SEGMENT L4x3x1/4 (LLV) W/ 1/2"0x3 1/2" EMBED EXPANSION ANCHORS @ 16" OC. SEE NOTE 1 NOTES: 1. DO NOT INSTALL EXPANSION ANCHOR WITHIN 1 1/4" OF CMU HEAD JOINT. STEEL DECK OVERLAP ONE FLUTE MIN STEEL DECK PANEL WIDTH RIM TRACK BELOW PER PLAN z w STEEL DECK SIDE LAP FASTENERS, #10 SCREWS @ 12" OC 0 0 r JOIST PER PLAN, TYP c JOIST TO CMU WALL CONNECTIONTYP ROOF DIAPHRAGM FASTENING r 1 1/2"=1'-0" G NO SCALE 2x8x54 MILxO'-6" ANGLE W/ (8) #10 SCREWS TO JOIST AND (4) #10 SCREWS TO DBL JOIST STEEL DECK PER PLAN 0 0 JOIST PER PLAN DOUBLE JOIST PER PLAN #10 SCREWS @ 12" OC TO CONNECT DBL JOISTS TYP DOUBLE JOIST CONNECTION NO SCALE T/DECK STEEL DECK PER PLAN 1 1/2x1 1 /2x54 M I Lx0'-6" ANGLE W/ (3) #10 SCREWS EA LEG JOIST PER PLAN LOW FLUTE MUST LAND ON RIM TRACK TO ACCOMMODATE STEEL DECK EDGE ATTACHMENT CMU WALL STEEL DECK FASTENERS PERPENDICULAR TO SUPPORTS, #12 SCREWS, 36/5/4 PATTERN STEEL DECK FASTENERS PARALLEL TO SUPPORTS, #10 SCREWS @ 12" OC CTYP JOIST TO JOIST CONNECTION L NO SCALE REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION COLD -FORMED BEAM/HEADER SCHEDULE TYPE MARK BEAM SIZE NOTES HDR -1 (2) 800S200-54 BACK TO BACK HDR -2 (2) 800S200-54 BACK TO BACK HDR -3 800S200-54 + 800T150-54 BOXED HEADER HDR -4 (2) 800S200-54 BACK TO BACK, W/ WEB STIFF AT ENDS bii 0309 D CITY OF TUKWILA NDV152017 PERMIT CENTER COLD -FORMED FRAMING SCHEDULE NO SCALE 30% DESIGN REVIEW TSW SLR 04/2017 60% DESIGN REVIEW PERMIT SET TSW TSW SLR SLR 10 / 2017 11 / 2017 n No. ISSUED FOR / REVISION BY APP'D DATE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com stud I CMENG ST ARCHITECTURE 2001 Western Ave, Suite 200 PLANNING Seattle, WA 98121 CONSULTING T: 206.587.3797 DESIGNED: T WILLIAMS DRAWN: B RONIA CHECKED: PROJECT MANAGER: M. STANASZEK SCALE: AS NOTED APPROVED: SITE LOCATION NO: T WILLIAMS KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE 1" IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION, TUKWILA, WA 98188 DRIVER'S COMFORT STATION COLD -FORMED STEEL AND METAL DECK DETAILS DATE: NOVEMBER 2017 DRAWING NO: 55.01 SHEET NO: OF Path: U:\16351-16700\1600542 - KC Metro Comfort Stations\Task 02 - TIBS\04 - Details\KCMCS2_S502.dwg Plot date: Nov 13, 2017-10:39:07am CAD User: TravisW. Xref Filename: 13422 I KCMCS2xTB I KCMCS2xBOXALL � T/DECK STEEL DECK PER PLAN #10 SCREW EA FLANGE T&B HEADER PER PLAN AT BACK TO BACK JOIST, PROVIDE TRACK CLOSURE 1 1/2x1 1 /2x54 M I Lx0'-6" ANGLE W/ (3) #10 SCREWS EA LEG HATCH OPENING PER ARCH JOIST PER PLAN ACCESS HATCH HEADER GEOMETRY NO SCALE CMU WALL BEYOND #10 SCREW EA FLANGE T&B EXTEND TRACK AND PROVIDE NESTED 800S200-54 STUD BEYOND DIAGONAL JOIST TO EDGE OF DECK JOIST PER PLAN L4x3x1/4 (LLV), CANTILEVER TO END OF DECK AT GAP AT EX COLUMN EDLEDGER ANGLE EXTENSION NO SCALE 170309 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA 1 5 2017 PERMIT CENTER 30% DESIGN REVIEW TSW SLR 04/2017 60% DESIGN REVIEW PERMIT SET TSW TSW SLR SLR 10 / 2017 11 / 2017 A No. ISSUED FOR / REVISION BY APP'D DATE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com stud I C`MENG ST ARCHITECTURE 2001 Western Ave, Suite 200 PLANNING Seattle, WA 98121 CONSULTING T: 206.587.3797 DESIGNED: T WILLIAMS DRAWN: B RONIA CHECKED: T WILLIAMS PROJECT MANAGER: M. STANASZEK SCALE: AS NOTED APPROVED: SITE LOCATION NO: KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE 1° IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION, TUKWILA, WA 98188 DRIVER'S COMFORT STATION COLD -FORMED STEEL AND METAL DECK DETAILS DATE: NOVEMBER 2017 DRAWING NO: S5.02 SHEET NO: OF Path: U:\16351-16700\1600542 - KC Metro Comfort Stations\Task 02 - TIBS\04 - Details\KCMCS2_S601.dwg Plot date: Nov 13, 2017-10:39:16am CAD User: TravisW. Xref Filename: 13422 I KCMCS2xTB I KCMCS2xBOXALL fm = 2,000 PSI fy = 60,000 KSI HORIZONTAL REBAR LAP SPLICE FOR SINGLE HORIZONTAL CURTAIN, Lmh (IN) HORIZONTAL REBAR SIZE 8" NOMINAL WALL THICKNESS #3 12 #4 18 #5 31 #6 59 NOTES: 1. USE LENGTHS IN THIS SCHEDULE, UNLESS NOTED OTHERWISE. 2. LENGTHS ARE FOR HORIZONTAL BARS ONLY AND ASSUMES THAT VERTICAL BARS ARE CENTERED IN CELLS. 3. LENGTHS FOR VERTICAL BARS ARE SHOWN ON B/S6.01. HORIZONTAL REBAR LAP SPLICE FOR SINGLE HORIZONTAL CURTAIN (A) NO SCALE T/SLAB / / / / / / / 0X 0CC Q_ SLAB -ON -GRADE J CMU WALL SECTION REINFORCING PER C/S6.01 CMU CMU VERT DOWEL IN CURB, COORD W/ MASONRY COURSING ALIGN SIDEWALK 1"=1'-0" fm = 2,000 PSI fy = 60,000 KSI VERTICAL REBAR LAP SPLICE AND DEVELOPMENT LENGTH, Lmv (IN) VERTICAL REBAR SIZE 8" NOMINAL WALL THICKNESS #3 12 #4 14 #5 22 #6 44 #7 59 NOTES: 1. USE LENGTHS IN THIS SCHEDULE, UNLESS NOTED OTHERWISE. 2. LENGTHS ARE FOR VERTICAL BARS ONLY AND ASSUMES BARS ARE CENTERED IN CELLS. 3. LENGTHS FOR HORIZONTAL BARS ARE SHOWN ON A/S6.01. VERTICAL REBAR LAP SPLICE AND DEVEOPMENT LENGTH C NO SCALE 2" MIN SEISMIC GAP REINF AT WALL END PER C/S6.01, PROVIDE (2) AT EX COL CMU COMPRESSIBLE FILLER AS REQ'D BY ARCH EX CONC COLUMN TYP CMU WALL END AT COLUMNS NO SCALE NEW CMU DRILLED -IN EPDXY DOWEL TO MATCH TYPICAL HORIZONTAL WALL REINFORCING SIZE AND SPACING EX CMU WALL CONTINUES WHERE OCCURS NEW CMU WALL INTERSECTING WITH EXISTING CMU WALL 1"=1'-0" PROVIDE TWO COURSES OF BOND BEAMS AT ROOF AND FLOOR ATTACHMENT LEVEL, BOTH COURSES OF BOND BEAMS SHALL MAINTAIN THE SAME ELEVATION ALONG THE ENTIRE WALL LENGTH PROVIDE BOND BEAM AT TOP OF PARAPET VERT BAR PER SCHEDULE AT CORNERS AND AT WALL ENDS, TYP—s. 1// ay/ g 4.0%17/47 /7 4/),/y)/w/ LINTEL PER H/56.01 PROVIDE BOND BEAM BELOW OPENING, EXTEND BARS 2'-0" OR 40db PAST EACH SIDE OF OPENING, WHICHEVER IS GREATEST VERT BAR PER SCHEDULE AT EA SIDE OF OPNG, TYP 'W)/ ./.V(//7/ VERT REINF PER THE WALL REINF SCHEDULE, PROVIDE STD HOOK ABOVE OPENINGS STIRRUPS AT LINTEL AS REQ'D PER H/S6.01, TYP LOCATE BED JOINT BETWEEN DOUBLE BOND BEAMS WITHIN 8" OF THE AVERAGE BOTTOM OF DECK ELEVATION FOR EACH WALL LENGTH or Afforor.:=WOrAYMIAWATArod,/,'MPI 11111111/1115 ifitrafirdirtiffili minalummp '/ ' %/ % "/ " AT OPENINGS, ALIGN BOND BEAMS W/ LINTEL AT TOP OF OPENING WHERE PRACTICAL HORIZ REINF SHALL BE IN BOND BEAMS, SEE THE WALL REINF SCHEDULE PROVIDE BOND BEAM AT BASE OF WALL LINTEL PER H/S6.01 DOWELS TO MATCH VERTICAL WALL REINF T/SLAB OR FOUNDATION VERT BAR LAP SPLICE LOCATION AT CONTRACTOR'S OPTION C6) TYPICAL CMU SHEAR WALL REINFORCEMENT NO SCALE f AT CORNER Lmh PER A/S6.01, TYP AT INTERSECTION AT END SINGLE HORIZONTAL REINFORCING CURTAIN TYPICAL CMU SHEAR WALL WALL REINFORCEMENT - PLAN T/WALL BOND BEAM STEEL ROOF DECK, SLOPE AND SPAN DIRECTION PER PLAN B/DECK L4x3x1/4 (LLV) CONT W/ 5/8"0x4" EMBED MECH ANCHOR @ 12" OC, SEE NOTE 1 NOTES: 1. DO NOT INSTALL EXPANSION ANCHORS WITHIN 1 1/4"OF CMU HEAD JOINT. 4" MINIMUM EDGE DISTANCE FROM END OF BLOCK AND 8" MINIMUM SPACING. 2. FIELD LOCATE ANCHOR LOCATIONS PRIOR TO DRILLING ANCHOR HOLES. TYPICAL STEEL ROOF DECK TO WALL CONNECTION NO SCALE NOTES: 1. THIS DETAIL PROVIDES MINIMUM REINFORCEMENT, UNLESS NOTED OTHERWISE. MORE STRINGENT SPECIFIC DETAILS SHALL TAKE PRECEDENCE OVER THESE MINIMUMS. 2. THIS DETAIL APPLIES FOR RUNNING BOND ONLY. 3. SEE B/S6.01 FOR VERTICAL REBAR LAP SPLICE AND DEVELOPMENT LENGTH (Lmv). SEE A/S6.01 AND/OR E/S6.01 FOR HORIZONTAL REBAR LAP SPLICE LENGTH (Lmh). 4. CENTER VERTICAL BARS IN WALL. WALLS WITH ONE HORIZONTAL CURTAIN SHALL HAVE HORIZONTAL BARS TIGHT TO VERTICAL BARS. WALLS WITH TWO HORIZONTAL CURTAINS SHALL HAVE HORIZONTAL BARS CENTERED IN THE WALL WITH A CLEAR DISTANCE BETWEEN HORIZONTAL BARS PER E/S6.01. BOND BEAM "TAM— I WALL ABOVE, WHERE H 4" ="7— f OCCURS USE LINTEL BLOCKS AT BOTTOM, DO NOT USE BOND BEAM BLOCKS z 2 0 z a_ 0 WALL HORIZ REINF PER C/S6.01 WALL VERT REINF PER C/S6.01, HOOK AROUND BOTTOM BAR. SKEW HOOK TO FIT CELL WIDTH BOTTOM BARS: 8" NOMINAL WALL THICKNESS: (2) #5 EXTEND BARS 2'-0" OR 40db PAST EACH SIDE OF OPENING, WHICHEVER IS GREATER, HOOK IF LENGTH CANNOT BE ACHIEVED 2" CLEAR SPACING B ORI BAS SECTION TYP LECMU WALL LINTEL BM H NO SCA br 1 0 3 0 I VERT REINF DOWELS T MATCH VE REINF Idl I BOND BEA' DEC 0 8 2011 City of Tukwila BUILDING DIVISION T/CONC W REVIEWED FOR LODE COMPLIANCE APPROVED RECEIVED CITY OF TUKWILA NOV 5 2017 PERMIT CENTER TYPICAL BOTTOM OF CMU WALL AT CONCRETE WALL M NO SCALE 30% DESIGN REVIEW TSW SLR 04 / 2017 60% DESIGN REVIEW PERMIT SET TSW TSW SLR SLR 10/2017 11 /2017 A No. ISSUED FOR / REVISION BY APP'D DATE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com stud IC`MENG ST ARCHITECTURE 2001 Western Ave, Suite 200 PLANNING Seattle, WA 98121 CONSULTING T: 206.587.3797 DESIGNED: T WILLIAMS DRAWN: B RONIA CHECKED: PROJECT MANAGER: M. STANASZEK SCALE: AS NOTED APPROVED: SITE LOCATION NO: T WILLIAMS KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION, TUKWILA, WA 98188 DRIVER'S COMFORT STATION TYPICAL CMU DETAILS DATE: NOVEMBER 2017 DRAWING NO: S6.01 SHEET NO: OF TYPICAL CMU SHEAR WALL REINFORCEMENT MARK WALL THICKNESS VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT MSW -1 8" #5 @ 12" OC #5 @ 24" OC MSW -2 8" #5@24"OC #5@24"OC NOTES: 1. THIS DETAIL PROVIDES MINIMUM REINFORCEMENT, UNLESS NOTED OTHERWISE. MORE STRINGENT SPECIFIC DETAILS SHALL TAKE PRECEDENCE OVER THESE MINIMUMS. 2. THIS DETAIL APPLIES FOR RUNNING BOND ONLY. 3. SEE B/S6.01 FOR VERTICAL REBAR LAP SPLICE AND DEVELOPMENT LENGTH (Lmv). SEE A/S6.01 AND/OR E/S6.01 FOR HORIZONTAL REBAR LAP SPLICE LENGTH (Lmh). 4. CENTER VERTICAL BARS IN WALL. WALLS WITH ONE HORIZONTAL CURTAIN SHALL HAVE HORIZONTAL BARS TIGHT TO VERTICAL BARS. WALLS WITH TWO HORIZONTAL CURTAINS SHALL HAVE HORIZONTAL BARS CENTERED IN THE WALL WITH A CLEAR DISTANCE BETWEEN HORIZONTAL BARS PER E/S6.01. BOND BEAM "TAM— I WALL ABOVE, WHERE H 4" ="7— f OCCURS USE LINTEL BLOCKS AT BOTTOM, DO NOT USE BOND BEAM BLOCKS z 2 0 z a_ 0 WALL HORIZ REINF PER C/S6.01 WALL VERT REINF PER C/S6.01, HOOK AROUND BOTTOM BAR. SKEW HOOK TO FIT CELL WIDTH BOTTOM BARS: 8" NOMINAL WALL THICKNESS: (2) #5 EXTEND BARS 2'-0" OR 40db PAST EACH SIDE OF OPENING, WHICHEVER IS GREATER, HOOK IF LENGTH CANNOT BE ACHIEVED 2" CLEAR SPACING B ORI BAS SECTION TYP LECMU WALL LINTEL BM H NO SCA br 1 0 3 0 I VERT REINF DOWELS T MATCH VE REINF Idl I BOND BEA' DEC 0 8 2011 City of Tukwila BUILDING DIVISION T/CONC W REVIEWED FOR LODE COMPLIANCE APPROVED RECEIVED CITY OF TUKWILA NOV 5 2017 PERMIT CENTER TYPICAL BOTTOM OF CMU WALL AT CONCRETE WALL M NO SCALE 30% DESIGN REVIEW TSW SLR 04 / 2017 60% DESIGN REVIEW PERMIT SET TSW TSW SLR SLR 10/2017 11 /2017 A No. ISSUED FOR / REVISION BY APP'D DATE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com stud IC`MENG ST ARCHITECTURE 2001 Western Ave, Suite 200 PLANNING Seattle, WA 98121 CONSULTING T: 206.587.3797 DESIGNED: T WILLIAMS DRAWN: B RONIA CHECKED: PROJECT MANAGER: M. STANASZEK SCALE: AS NOTED APPROVED: SITE LOCATION NO: T WILLIAMS KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION, TUKWILA, WA 98188 DRIVER'S COMFORT STATION TYPICAL CMU DETAILS DATE: NOVEMBER 2017 DRAWING NO: S6.01 SHEET NO: OF 0 0 2 0 J C r, 0 t o - 1 co o C 4▪ 13 'cn C v WI Co v g 15. 2 0 03 N -q `0 0 E J 1 0 �z 1 • -C CL) v aw � Ct. L• an 3 C m -q �‘71-• m c I- U • O ]G O • - • U N co �z 0 6I -1N I- w 2 I • LL W aa.xoc � MECHANICAL LEGEND SYMBOL DESCRIPTION TO THIS PROJECT. ALL WORK IS TO MEET REQUIREMENTS COLD WATER (CW) OF ALL CURRENT CODE & LOCAL JURISDICTIONAL PERFORMANCE HOT WATER (HW) -- BUT ARE NOT LIMITED TO WASHINGTON STATE ENERGY WASTE OR SAN. SEWER CODE, INTERNATIONAL MECHANICAL CODE, INTERNATIONAL HOT WATER PIPE INSULATION SHALL BE K=0.24, 1" THICK, VENT (V) EXCEPT RUNOUTS UP TO 12' SHALL BE 1 /2"THICK. PIPE DOWN c i REQUIREMENTS. COMPLY WITH ALL MANUFACTURER'S PIPE UP a BY 1/2" FOR PIPING EXPOSED DIRECTLY TO OUTDOOR BRANCH - TOP CONNECTION CONDITIONS. 2. DRAWINGS ARE DIAGRAMMATIC ONLY & NOT INTENDED TO BRANCH - BOTTOM CONNECTION Ili 11'1 BRANCH - SIDE CONNECTION 1.2 .: -' FLOW DIRECTION & ADDITIONAL DUCTWORK & PIPING AS NECESSARY TO o FLOOR CLEANOUT (FCO) OR SURFACE CLEANOUT (SCO) AS INDICATED PLANS. CONTRACTOR SHALL PRODUCE SHOP DRAWINGS & WALL CLEANOUT (WCO) c J � L VENT THRU ROOF (VTR) 3/4" GATE VALVE (GV) 16. SEAL & TEST ALL DUCTWORK AS REQUIRED PER IMC, WSEC rF-- BUTTERFLY VALVE - $ PRESSURE REDUCING VALVE (PRV) IS 1': 4: COORDINATE LOCATIONS OF ALL EQUIPMENT & CHECK VALVE (CV) N JR SMITH MODEL 2510 WITH INTEGRAL TRAP AND PRIMING CONNECTION. FREEZEPROOF WALL HYDRANT (FWH) HOSE BIBB (HB) 18. PROVIDE CLOSEOUT DOCUMENTS IN COMPLIANCE WITH 5. ALL EQUIPMENT SHALL BE REGULARLY CATALOGED ITEMS REDUCER. OF THE MANUFACTURER &. SHALL BE SUPPLIED AS A STRAINER til MANUFACTURER'S STANDARD SPECIFICATIONS. ANY UNION -'I - OR 1, DRAIN VALVE WITH HOSE CONNECTION OR HOSE BIBB 20. INSTALL TANKLESS WATER HEATER IN ACCORDANCE WITH BACKFLOW PREVENTER ASSEMBLY --, BFP I-- 6. ANY CUTTING, PATCHING & PAINTING OF BUILDING FLOOR DRAIN (FD) 17 GENERAL CONTRACTOR. O ROOM TEMPERATURE SENSOR/THERMOSTAT SHALL BE WROT COPPER. BACKDRAFT DAMPER (BDD) + riii + SHALL BE SECURELY FASTENED IN PLACE. ® ROOM TEMPERATURE SENSOR/THERMOSTAT SOIL PIPE (ASTM A888) WITH IRON FITTINGS. JOINTS SHALL POINT OF CONNECTION M.C. MECHANICAL CONTRACTOR E.C. ELECTRICAL CONTRACTOR G.C. GENERAL CONTRACTOR (E) EXISTING MECHANICAL GENERAL NOTES . STANDARD CURRENT TRADE PRACTICES & METHODS APPLY 11. PROVIDE OPERATING & MAINTENANCE MANUALS (O&MS), TO THIS PROJECT. ALL WORK IS TO MEET REQUIREMENTS RECORD DRAWINGS, & OWNER TRAINING. OF ALL CURRENT CODE & LOCAL JURISDICTIONAL PERFORMANCE REQUIREMENTS AND AMENDMENTS. THESE CODES INCLUDE 12. DOMESTIC PIPING SHALL BE INSULATED IN ACCORDANCE BUT ARE NOT LIMITED TO WASHINGTON STATE ENERGY WITH THE WASHINGTON STATE ENERGY CODE. DOMESTIC CODE, INTERNATIONAL MECHANICAL CODE, INTERNATIONAL HOT WATER PIPE INSULATION SHALL BE K=0.24, 1" THICK, BUILDING CODE, UNIFORM PLUMBING CODE, NFPA, EXCEPT RUNOUTS UP TO 12' SHALL BE 1 /2"THICK. INTERNATIONAL FIRE CODE, & LOCAL JURISDICTIONAL DOMESTIC COLD WATER PIPE INSULATION SHALL BE K=0.24, REQUIREMENTS. COMPLY WITH ALL MANUFACTURER'S 1/2" THICK FOR PIPING 1" & LESS. INCREASE THICKNESS REQUIREMENTS. COORDINATE WITH OWNER'S BY 1/2" FOR PIPING EXPOSED DIRECTLY TO OUTDOOR REPRESENTATIVE. FOR ANY VARIANCES. CONDITIONS. 2. DRAWINGS ARE DIAGRAMMATIC ONLY & NOT INTENDED TO 13. PROTECT PIPING INSULATION PER REQUIREMENTS OF WSEC SHOW ALL DETAILS OF THE WORK. VERIFY LOCATION & C403.2.9.1 MEASUREMENTS OF ALL ITEMS ON THE JOB SITE PRIOR TO 1.2 .: INSTALLATION. CONTRACTOR SHALL PROVIDE ALL OFFSETS 14. PROVIDE AIR SYSTEM BALANCING DEVICES, INCLUDING & ADDITIONAL DUCTWORK & PIPING AS NECESSARY TO VOLUME DAMPERS ON ALL TERMINALS AND AS SHOWN ON AVOID STRUCTURAL ELEMENTS ON THE PROJECT. PLANS. CONTRACTOR SHALL PRODUCE SHOP DRAWINGS & 1, 2, 3 COORDINATE WITH OTHER TRADES. THERE SHALL BE NO 15. VENTILATION SHALL BE PROVIDED PER IMC CHAPTER 4. ADDITIONAL COST TO THE OWNER FOR THIS COORDINATION 3/4" OR FOR EXTRA MATERIAL REQUIRED IN ORDER TO 16. SEAL & TEST ALL DUCTWORK AS REQUIRED PER IMC, WSEC ACCOMPLISH THIS TASK. C403.2.8.3 LEAKAGE REQUIREMENTS, & IBC VAPOR - RETARDER REQUIREMENTS. DUCTWORK DESIGN PRESSURE 3. PROVIDE COMPLETE & FULLY -OPERATING SYSTEMS. IS 1': 4: COORDINATE LOCATIONS OF ALL EQUIPMENT & 17. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS. APPURTENANCES WITH OTHER TRADES. JR SMITH MODEL 2510 WITH INTEGRAL TRAP AND PRIMING CONNECTION. 2" 18. PROVIDE CLOSEOUT DOCUMENTS IN COMPLIANCE WITH 5. ALL EQUIPMENT SHALL BE REGULARLY CATALOGED ITEMS C103.6 OF THE MANUFACTURER &. SHALL BE SUPPLIED AS A COMPLETE UNIT IN ACCORDANCE WITH THE 19. PROVIDE WATER HAMMER ARRESTOR ON CW+HW PIPING MANUFACTURER'S STANDARD SPECIFICATIONS. ANY SERVING P-1, P-2. OPTIONAL ITEMS REQUIRED FOR PROPER INSTALLATION SHALL BE INCLUDED UNLESS OTHERWISE NOTED. 20. INSTALL TANKLESS WATER HEATER IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS. 6. ANY CUTTING, PATCHING & PAINTING OF BUILDING ELEMENTS & FINISHED SURFACES IS TO BE DONE BY THE 21. DOMESTIC WATER PIPING SHALL BE TYPE L COPPER ABOVE GENERAL CONTRACTOR. GRADE AND TYPE K COPPER BELOW GRADE. FITTINGS SHALL BE WROT COPPER. 7. ALL APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE. 22. WASTE AND VENT PIPING SHALL BE NO HUB CAST IRON SOIL PIPE (ASTM A888) WITH IRON FITTINGS. JOINTS SHALL 8. ALL EQUIPMENT SHALL BE LABELED PER PLANS & THE BE CISPI 310 WITH NEOPRENE GASKET AND STAINLESS REQUIREMENTS OF THE SPECIFICATIONS. STEEL CLAMP AND SHIELD ASSEMBLIES CONFORMING TO ASTM C1277 SLOPE PIPING AT 1/4" PER FOOT. 9. CAULK & FLASH ALL PENETRATIONS PER CODE. 23. WATER AND WASTE PIPING SHALL BE SEPARATED BY A 10. ADJUSTING & BALANCING: ADJUST EACH PART OF SYSTEM MINIMUM OF 12" BOTH VERTICALLY UP AND HORIZONTALLY. TO ENSURE PROPER FUNCTIONING OF ALL CONTROLS & WATER PIPE SHALL BE ABOVE WASTE PIPING. SPECIFIED AIR DISTRIBUTION. LEAVE ENTIRE SYSTEM IN OPERATING CONDITION. EXHAUST FAN SCHEDULE UNIT NO MANUFACTURER MODEL AREA SERVED TYPE PERFORMANCE POWER CONNECTION STARTER. BY E.C. DISCONNECT BY E.C. BACK DRAFT DAMPER SPEED CONTROLLER WEIGHT (POUNDS) NOTES CFM ESP (IN) RPM SONES W VOLT/PH EF -1 GREENHECK SP -L50 RESTROOM .CEMOUNT ILING 50 0.125 800 1.2 .: 17.8 120/1 V V V V9.5 INTERIOR HOSE BIBB 1, 2, 3 _ NOTES; 1. PROVIDE UNIT WITH ROOF JACK MODEL RJ -4. 2. PROVIDE WITH ECM MOTOR. 3. INTERLOCK WITH ELECTRICAL CONTACTOR OCCUPANCY SENSOR ELECTRIC TANKLESS WATER HEATER SCHEDULE UNIT NO MANUFACTURER MODEL AREA SERVED SERVICE RISEGPM kW VOLT/PH EFFICIENCY % PHYSICAL SIZE OPERATING WEIGHT (POUNDS) NOTES 0.5 WH -1 CHRONOMITE E46L-240 RESTROOM. 62 4.6 240/1 99% 10.75x5.25x2. 78" 4 PROVIDE FACTORY PRESET TEMP. e' 1047 ELECTRIC UNIT HEATER SCHEDULE ID/NO. UNIT NO MANUFACTURER MODEL AREA SERVED KW VOLT/PH WEIGHT (LBS) NOTES P-1 WATER CLOSET EUH-1 QM ARK CWH1202DSF RESTROOM 2 240/1 10 1, 2 TYPE, MFR., MODELWALL HUNG, 4" CENTERS, VITREOUS CHINA; AMERICAN STANDARD "COMRADE" NO. 0124.024 FAUCET: CHICAGO FAUCETS MODEL NO 895-317GN2AE72ABCP. 0.5 GPM VANDAL PROOF NON -AERATING GOOSENECK OUTLET FAUCEU: ADA COMPLIANT. TRAP & TAILPIECE: MCGUIRE OR EQUAL, 1-1/2" CHROME PLATED CAST BRASS P -TRAP WITH CLEANOUT AND TAILPIECE SUPPLIES: LOOSE KEY QUARTER -TURN BALL STOP WITH FLEXIBLE BRAIDED STAINLESS STEEL RISERS; BRASSCRAFT HANGER: FLOOR -MOUNTED WITH CONCEALED ARMS. MISC: PROVIDE INSULATION ON TRAP AND SUPPLIES PER SPECIFICATIONS 2" NOTES: 1. PROVIDE UNIT WITH HEATER ASSEMBLIES, WALL CAN, AND GRILL, PROVIDE WITH SEPARATE PROGRAMMABLE THERMOSTAT. 2. INTERLOCK WITH PECO MODEL SB200-001 ` OCCUPANCY SENSOR FIRE SPRINKLER GENERAL NOTES 1. FIRE SPRINKLER CONTRACTOR TO CONNECT AND EXTEND PIPING FROM ADJACENT BLDG. AND PROVIDE A NEW WET SPRINKLER SYSTEM FOR ABOVE AND BELOW CEILING AS REQUIRED BY NFPA 13 AND LOCAL JURISDICTION. 2. IT SHALL BE THE . FIRE SPRINKLER CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH OTHER TRADES FOR PIPING ROUTING. COORDINATE THE LOCATION OF THE PIPING AND HEADS TO AVOID INTERFERENCES WITH LIGHT FIXTURES, HEATING/COOLING EQUIPMENT, DUCTWORK AND ANY ARCHITECTURAL FEATURES. 3. IT SHALL BE THE FIRE SPRINKLER CONTRACTOR'S FULL RESPONSIBILITY TO INSTALL A COMPLETE WORKING SYSTEM MEETING NFPA AND ALL LOCAL CODES. SEQUENCE OF OPERATION PROVIDE PECO MODEL #T12000 OR APPROVED THERMOSTAT WITH PECO MODEL SB200-001 OCCUPANCY SENSOR INPUTS. TEMPERATURE SHALL BE ORIGINALLY SET AT 50'F ADJUSTABLE FOR UNOCCUPIED MODE AND 727 ADJUSTABLE FOR OCCUPIED MODE INTERLOCK THERMOSTAT WITH PECO MODEL SB200=001 OCCUPANCY SENSOR. PLUMBING FIXTURE SCHEDULE ID/NO. FIXTURE MANUFACTURER MODEL NUMBERS / PLUMBING CONNECTIONS NOTES WASTE VENT HW CW P-1 WATER CLOSET TYPE, MFR., MODEL WALL MOUNTED AMERICAN STANDARD MADERA FLOWISE MODEL 3461.001M 16-1/2" HEIGHT, EVERCLEAN SURFACE FLUSH VALVE: SLOAN "ROYAL" 111 -ADA, 1.28 -GALLON FLUSH. SEAT: OPEN FRONT, LESS COVER; BENEKE NO. 523SS/CH. MISCELLANEOUS: FLUSH CONTROL SHALL BE MOUNTED FOR USE FROM WIDE SIDE OF WATER CLOSET AREA. HANDICAPPED - HEIGHT FROM FLOOR TO TOP OF SEAT SHALL BE A MAXIMUM OF 19" AND MINIMUM OF 17" 4" 2" - 1" P-2 LAVATORY TYPE, MFR., MODELWALL HUNG, 4" CENTERS, VITREOUS CHINA; AMERICAN STANDARD "COMRADE" NO. 0124.024 FAUCET: CHICAGO FAUCETS MODEL NO 895-317GN2AE72ABCP. 0.5 GPM VANDAL PROOF NON -AERATING GOOSENECK OUTLET FAUCEU: ADA COMPLIANT. TRAP & TAILPIECE: MCGUIRE OR EQUAL, 1-1/2" CHROME PLATED CAST BRASS P -TRAP WITH CLEANOUT AND TAILPIECE SUPPLIES: LOOSE KEY QUARTER -TURN BALL STOP WITH FLEXIBLE BRAIDED STAINLESS STEEL RISERS; BRASSCRAFT HANGER: FLOOR -MOUNTED WITH CONCEALED ARMS. MISC: PROVIDE INSULATION ON TRAP AND SUPPLIES PER SPECIFICATIONS 2" 1-1/2" 1/2" 1/2" P-3 FREEZELESS WALL HYDRANT QUARTER -TURN, NON -FREEZE WALL HYDRANT WITH INTEGRAL VACUUM BREAKER AND STAINLESS STEEL BOX, LOOSE KEY, HINGED LOCKING COVER, ADJUSTABLE WALL CLAMP, NICKEL -BRONZE BOX FACE; JAY R SMITH 5509QT - - - 3/4" P-4 INTERIOR HOSE BIBB WOODFORD B-79 CONCEALED BOX TYPE TRIMLINE WALL HYDRANT, LOOSE KEY, CHROME FINISH, BACKFLOW PROTECTED - - - 3/4" MOUNT 24" ABOVE FINISHED FLOOR P-5 TRAP PRIMER MANIFOLD FLUSH -MOUNTED ELECTRONIC TRAP PRIMING ASSEMBLY IN STEEL CABINET WITH ATMOSPHERIC VACUUM BREAKER, PRE-SET 24-HOUR CHANGE, MANUAL OVERRIDE SWITCH, SOLENOID VALVE, 1/2"CONNECTION; PRIMETIME MODEL. PROVIDE ACCESS DOOR TO SUIT LOCATION. POWER CONNECTION 0.33 AMPS 120/10. - - - 1/2" FD FLOOR DRAIN JR SMITH MODEL 2510 WITH INTEGRAL TRAP AND PRIMING CONNECTION. 2" 2" - - t.•1- 0309 REVIEWED. FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 1 5 2017 PERMIT CENTER 30% DESIGN REVIEW SMR DMM 04 / 2017 60% DESIGN REVIEW SMR DMM 1012017 PERMIT SET SMR DMM 1112017 No. ISSUED FOR / REVISION BY APP'D DATE TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com stud IC`MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 DESIGNED: SMR PROJECT MANAGER: M. STANASZEK SCALE: AS NOTED DRAWN: SMR APPROVED: SITE LOCATION NO: CHECKED: DMM KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE F IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION MECHANICAL LEGEND, SCHEDULE AND. GENERAL NOTES DATE: NOVEMBER 2017 DRAWING NO: M0.01 SHEET NO: OF v C v F 0 ZC: A • 0 4"0 0 DUCT UP TO ROOF JACK EF -1 50 CFM DRIVER COMFORT STATION I 11-10--;,6 C I MECHANICAL PLAN SCALE: 1/2•=1'-0" UH- // 4' 8' Ib' bno3o1 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 082011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA iUV152017 PERMIT CENTER 30% DESIGN REVIEW SMR DMM 04 /2017 60% DESIGN REVIEW SMR DMM 10 /2017 PERMIT SET SMR DMM 11 /2017 No. ISSUED FOR / REVISION BY APP'D DATE TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com StUCI IOMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 DESIGNED: SMR PROJECT MANAGER: M. STANASZEK SCALE: AS NOTED DRAWN: SMR APPROVED: SITE LOCATION NO: CHECKED: DMM KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION MECHANICAL PLAN DATE: NOVEMBER 2017 DRAWING NO: M1.01 SHEET NO: OF a a CU OA Co 2 N � O pp ri 3 o ao co N L N Co � L U ao n, � o •- 0 N U CU > o. -o L CO c 4- 0 0 a L 03 cOa o -0 co o co � co N 0 b 0 0 vi a >0 U ? Y ri uo a -a• 4-4 0 +�9 CCI 0 Li Li a Y E o a) m E—= 0 O c� N "Q 0 CD t 0 . ‘F O (3 CIT) w N - a) >„ w cn a to CO -. cu m w V N O Y O N V ti �Om i o a 0 0 N FI-- w a ~ w a ca_ x Cu 1) 2" 2" V UP V 2"WUP 4"WUP TO FD TO FCO ---...0 SLOPE ® 2% r 2". SLOPE ® 2% 4" W UP TO P-1 IL SLOPE - SLOPE ® 2% DRIVER COMFORT STATION ih J 4" LOPE ®2% 6 C II 1 (E) 4" W C L JANITOR ROOM FINISHED FLOOR ROOF J GENERAL NOTE 1. SANITARY WASTE ROUTING AS SHOWN IS DIAGRAMMATIC AND SUBJECT TO. CHANGE PER ACTUAL SITE CONDITIONS. CONTRACTOR SHALL FIELD VERIFY PRIOR TO PERFORMING ANY NEW WORK. DISCREPANCIES AND OR REVISIONS SHALL BE NOTED ON SITE AS—BUILTS PLAN NOTES 0 PROVIDE WALL SLEEVE AND LINK SEAL PENETRATION. O CONNECT TO EXISTING WASTE. O REPLACE (E) CLEANOUTS WITH NEW. L 4" VTR 1-1/2"Q CEILING 4" P_1 CONNECT TO EXISITING 4" W IN JANITORS ROOM ( (E) 4" W-7 FINISHED V 4" FCO FLOOR SLOPE CD 2% » >C0 4" FCO 4" • 2FU 103 2"FD 4" RISER DIAGRAM WASTE/VENT FIXTURE UNITS NOTED AS WASTE & VENT RISER DIAGRAM SCALE DIAGRAMMATIC 4"FCO 4" D n- 0309 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA. NOV 1207 PERMIT L, N I rk 30% DESIGN REVIEW SMR DMM 04/2017 60% DESIGN REVIEW SMR DMM 10/2017 PERMIT SET SMR DMM 11 /2017 No. ISSUED FOR / REVISION BY APP'D DATE TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com stud iOMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 DESIGNED: SMR PROJECT MANAGER: M. STANASZEK SCALE: AS NOTED DRAWN: SMR APPROVED: SITE LOCATION NO: CHECKED: DMM KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE 1" IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION FOUNDATION PLAN WASTE & VENT RISER DIAGRAM DATE: NOVEMBER 2017 DRAWING NO: M1.02 SHEET NO: OF m. 2 0 >- J CO0- C OJv 0 oZf `0 0 L ttO0 E d m O 4A C CCoo an C - 0 m 0 v 0 co 0 3 0 a, C ea Co 2 2 0 0 a) C nn N L m C 0 U L C 0 U 0 4- 0 -. C CO a- , C ao N 2 2 0 C'; coC YI 3 0 0 IN—LINE FLOW CONTROL UNION OR TUBING CONNECTOR WH -1 TANKLESS WATER HEATER COLD FLEXIBLE RISER BALL VALVE TEE CW STOP ESCUTCHEON INSTANT FLOW WATER HEATER SCALE: NONE 1" CW UP 1 /2" CW DN 2" V DN 1 /2" CW DN 2" V UP 4" W DN 3/4" CUT 1-1 /2" RIGID INSULATION TO FIT. ATTACH WITH DUCT TAPE ADJUSTABLE STRAINER HEA STRAINER FINISHED GROUT (BY G. SLOPED FLOOR —\ DUCT TAPE TRAP PRIMER CONNECTION REMOVE STRAINER, STRAINER HEAD, AND FLASHING COLLAR. STORE FOR LATER INSTALLATION PROVIDE VALVE BOX FOR E. COORDINATE EXACT SIZE CAULK CONCRETE BY G.C. FLOOR DRAIN BOD PIPE SIZE AS NOTED. ON PLA CAULK DURING CONCRETE POUR (STEP #1) 4 1" 2 6 M1.03 NOTES: FLASHING FLASHING COLLAR WITH WEEP HOLES CONCRETE BY G.C. INSTALL STRAINER, STRAINER HEAD, AND FLASHING COLLAR (SET FINAL ELEVATION) AFTER CONCRETE HARDENS (STEP #2) 1. COMPLETE INSTALLATION OF FLOOR DRAIN AND SETTING OF FINAL. ELEVATION WILL NOT BE ALLOWED DURING INITIAL CONCRETE POUR. 2. DO NOT ALLOW GROUT PENETRATE WEEP HOLES AND FILL UP TRAP. FLOOR DRAIN INSTALLATION DETAIL SCALE: NONE O 0 WH -1-- 4" FCO 0 M1.03/ 2" FDE DRIVER COMFORT STATION P-3 4 M1.03 PLUMBING FLOOR PLAN SCALE: 1/2.=.1'-0" 4' 8' FCO 16' 16' 1 /2" HW DN �TO WH -1 1-1/2" V UP 2" W DN. /2" CW UP 1/ 1" CW DN 2"VDN& 4" V UP TO VTR FINISHED ROOF \1 0- 15-0" MIN. FROM ANY FRESH AIR INTAKE 12" MIN. FLASHING VANDAL -PROOF VENT CAP FLASHING 10" ALL SIDES VENT PIPING; SIZE AS NOTED ON PLANS VENT THROUGH ROOF DETAIL SCALE: NONE 4 PROVIDE SHUT-OFF VALVE AND 24x24 CEILING ACCESS PANE DRIVER COMFORT STATION PLUMBING ABOVE CEILING PLAN SCALE: 1/2.=1'— 4• 0 0 L 4,3 1-1/2" V O 4' 8' CAULK BEHIND FLANGE FOR WATERTIGHT SEAL FINISHED WALL CONNECT, TO EXISTING CW. FIELD VERIFY LOCATION.PROVIDE WATER METER, BALL VALVE AND ACCESS PANEL AT CONNECTION POINT. CONNECT WATER METER TO SOUND TRANSIT DDC SYSTEM 1/2" CW DN 1-1 /2" V DN. GENERAL NOTE 1. SANITARY WASTE ROUTING AS SHOWN IS DIAGRAMMATIC AND SUBJECT TO CHANGE PER ACTUAL SITE CONDITIONS. CONTRACTOR SHALL FIELD VERIFY PRIOR TO PERFORMING ANY NEW WORK. DISCREPANCIES AND OR REVISIONS SHALL BE NOTED ON SITE AS—BUILTS INTEGRAL VACUUM BREAKER CW SERVICE (MAY BE SERVED FROM ABOVE OR BELOW—SEE PLANS) FREEZE PROOF WALL HYDRANT DETAIL SCALE: NONE COLD WATER VALVE HOSE CONNECTION BACKFLOW PREVENTER INTERIOR COLD WATER HOSE BIBB DETAIL SCALE: NONE CW SUPPLY CEILING BALL VALVE TRAP PRIMER VALVE ACCESS ON WALL COORDINATE LOCATION W/ G.C. AND ARCHITECTURAL PLAN TO FLOOR DRAINS TRAP PRIMER DETAIL SCALE: NONE 309 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA. NOV• 1 5 2917 `PERMIT CENTER' 30% DESIGN REVIEW SMR DMM 04 / 2017 60% DESIGN REVIEW SMR DMM 10 /2017 PERMIT SET SMR DMM 11/2017 No. ISSUED FOR I REVISION BY APP'D DATE TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com StUCIICMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 DESIGNED: SMR PROJECT MANAGER: M. STANASZEK SCALE: AS NOTED DRAWN: SMR APPROVED: SITE LOCATION NO: CHECKED: DMM KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE I 1. IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO. TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION PLUMBING FLOOR PLAN AND ABOVE CEILING PLAN DATE: NOVEMBER 2017 DRAWING NO: M1.03 SHEET NO: OF O 1-1LU 0 > CO q0 LU I- J w UJ r, 0 0 on .474 co 0 C v E a t o 4 0 E0 4-- U tn Ca w M 65 • Cl N a) N cO o ~I w �L) NCD O Y N ce O m ‘-1z c IN • I— n a x Q. SOUTHCENTER BLVD. a a 'v. sem11` 0'_4. 11 NEW DRIVER COMFORT STATION `REFER TO ELECTRICAL ENLARGED PARTIAL SITE PLAN. 11 11 I I 11 (.] a • REFER TO ELECTRICAL ENLARGED PARTIAL SITE PLAN. 0 EXISTING BUILDING STRUCTURE ii SITE PLAN - ELECTRICAL POWER SCALE: 1"=40'-0" 0 as • r //'-y;//z-6/1/7 SITE ELECTRICAL CONSTRUCTION NOTES: A. . PROVIDE PULLBOXES, CONDUIT, WIRING, CONNECTIONS AS REQUIRED FOR COMFORT STATION POWER SERVICE. REFER TO ELECTRICAL ONE -LINE DIAGRAM PLAN. B. REMOVE EXISTING FIRE ALARM CONDUIT AND SPEAKER/STROBE BACK TO ACCESSIBLE SPACE. PROVIDE NEW WEATHERPROOF J -BOX AND REROUTE SPEAKER AND STROBE CIRCUITS TO NEW RELOCATED LOCATION. PROVIDE J -BOXES, CONDUIT, CABLING, AND CONNECTIONS FOR A COMPLETE OPERATIONAL SYSTEM. C. REMOVE EXISTING EXTERIOR LIGHT FIXTURE, CONDUIT, WIRING, AND CONNECTIONS BACK TO TOP OF COLUMN. PROVIDE NEW WEATHERPROOF J -BOX AND REROUTE EXISTING EXTERIOR LIGHT FIXTURE CIRCUITS TO NEW RELOCATED LOCATION. EXTEND EXISTING LIGHT CIRCUIT TO NEW LOCATION OF RELOCATED EXTERIOR LIGHT FIXTURE TO AS SHOWN. PROVIDE J -BOXES, CONDUIT, WIRING, AND CONNECTIONS FOR A COMPLETE OPERATIONAL SYSTEM. COORDINATE LOCATION WITH ARCHITECT AND OWNER. D. MAINTAIN ACCESS TO EXISTING J -BOX AND CONDUIT. NEW TRANSFORMER T -CS SON ROOF / RELOCATED EXISTING FIRE ALARM SPEAKER/STROBE. • `•RELOCATE EXISTING. � EXTERIOR LIGHT FIXTURE.... REFER TO NOTE C. RELOCATED EXISTING FIRE ALARM SPEAKER/STROBE. REFER TO NOTE B. EXISTING EXTEI/OR WALL LIGHT FIXTURE / tap �• (E)ELC EXISTING FIRE ALARM HEAT DETECTOR EXISTING FIRE ALARM SPEAKER/STROBE EXISTING J -BOX AND CONDUIT. REFER TO NOTE D. (E)ELP' (E)PP (E)LC ,? �\( )T1 , 1/ o (E)IJ PS/` � (E)LP �- ESDP / .. NEW PANEL CS INSIDE COMFORT STATION NEW DRIVER COMFORT STATION REFER TO ENLARGED FLOOR PLAN. ROUTE CONDUIT OVERHEAD AND MOUNTED TO UNDER 2ND FLOOR BEAMS FROM 1ST FLOOR SOUTHWEST ELECTRICAL ROOM PANEL SDP TO NEW COMFORT STATION. PROVIDE EXTERIOR J -BOXES, CONDUIT, FLEX CONDUIT, EXPANSIONS JOINTS AT EACH BUILDING EXPANSION, WIRING, AND CONNECTIONS AS REQUIREMENT FOR A COMPLETE OPERATIONAL. SYSTEM. REFER TO ELECTRICAL ENLARGE FLOOR PLANS AND ONE -LINE DIAGRAM FOR SIZES. EXISTING ELECTRICAL ROOM. REFER TO NOTE A & ONE -LINE DIAGRAM. ELECTRICAL ENLARGED PARTIAL SITE PLAN SCALE: 1/8"=1'-0" Gt7 039 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION 16 OF TUKW LA KW 152017 PERMIT CENTER 30% DESIGN REVIEW 04/2017 60% DESIGN REVIEW 10/2017 PERMIT SET 11 /2017 A A A No. ISSUED FOR / REVISION BY APP'D DATE TRES WEST ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com StUCiIC`MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 DESIGNED: RWA DRAWN: BCY PROJECT MANAGER: M. STANASZEK APPROVED: SCALE: AS NOTED SITE LOCATION NO: CHECKED: RWA KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION ELECTRICAL POWER SITE PLAN DATE: NOVEMBER 2017 DRAWING NO: E1.01 SHEET NO: OF g; DMM Wash Signed and with not for construction.dwg; TWE - NEW LOGO.dwg; _KC-T-Plans.DWG; DMM Wash Signed.dwg; SKF Wash PE.dwg C_! C) WALL LIGHT FIXTURE TYPE WI SEE NOTE D I......CSL3. C i WALL LIGHT FIXTURE TYPE WI SEE NOTE D J 'OS LIGHT SWITCH WITH OCCUPANCY SENSOR, SEE NOTE F -.v EXHAUST FAN (EF -1) (TYP) SEE NOTE C PAN FIRE ALARM HEAT DETECTION & SPEAKER/STROBE, SEE NOTE K INTERIOR LIGHT FIXTURE TYPE XI, SEE NOTE D NEW EXTERIOR LIGHT FIXTURE TYPE XO , SEE NOTE D RELOCATED EXISTING EXTERIOR LIGHT FIXTURE, SEE SITE PLAN SHEET E1.01 LIGHTING FLOOR PLAN SCALE: 1/2"=11-0" 2 4 SCALE: 1/2"=V-0" CS/7 PROVIDE 1"C CONDUIT FOR DATA DROP FROM MDF OR IDF ROOM. SEE NOTE M /74 - EXHAUST FAN (TYP) SEE NOTE C _a ELECTRICAL CS PANEL 120/240V, 10, 3W, 100A FLUSH MOUNTED INSIDE ACCESS SPACE. SEE NOTES H AND I REFER TO ELECTRICAL ONE -LINE DIAGRAM & PANEL SCHEDULES. - - - N (,_ . - _ • UP TO XFMR T -CS ON ROOF. REFER TO ONE -LINE DIAGRAM. ELECTRIC KWH TENANT METER SEE NOTE L TRAP PRIMER MANIFOLD (P-5) SEE NOTE J CS/5 LL I i CS/1 3/4"C WITH 2#10 COPPER #10 COPPER GND GF CS/6,8 DUPLEX RECEPTACLE (TYP) SEE NOTE E CS/2,4 PANEL WALL MOUNT HOT WATER HEATER (WH -1), SEE NOTE A (TYP) IN -WALL ELECTRIC FORCE AIR HEATER (EUH-1) W/REMOTE THERMOSTAT SEE NOTE B MECHANICAL EQUIPMENT POWER SCHEDULE EQUIP. V/P LOAD (A/W/HP) MCA (A) BKR CONDUIT/WIRE REMARKS WH -1 EUH-1 240/1 240/1 4.6KW 2KW 19.17 8.4 30/2 15/1 3/4"C, (2)#10, #1 OG 3/4"C, (2)#12, #1 2G WATER HEATER ELECTRIC WALL HEATER — CONTROL BY OCCUPANCY SENSOR EF -1 P-5 120/1 120/1 17.8W 0.33A 0.15 0.33 15/1 15/1 3/4"C, (2)#12, #1 2G 3/4"C, (2)#12, #12G WALL EXHAUST FAN — CONTROL BY OCCUPANCY SENSOR TRAP PRIMER MANIFOLD LIGHTING FIXTURE SCHEDULE FIXT. MANUFACTURER LAMP LUMENS WATTS MOUNTING REMARKS WI XI XO KENALL — H69FL—DB-8L40K-DV LITHONIA — ELM2—LED EMERGENCY BATTERY BACKUP KENALL — METEL-24N—MB-2-6.5L—DT EMERGENCY BATTERY BACKUP LED LED LED 901 8 3 6.5 WALL/SURFACE WALL/SURFACE WALL/SURFACE INTERIOR LED WALLPACK INTERIOR WALLPACK LED EMERGENCY WALLPACK LED EMERGENCY NOTE: 1. ALL LED LAMPS SHALL BE 4000K COLOR. POWER FLOOR PLAN SCALE: 1/2"=1'-0" 0 1 2 4 SYMBOL LEGEND SYMBOL DESCRIPTION 0 DUPLEX RECEPTACLE (GFCI) SINGLE 30A RECEPTACLE THERMOSTAT WALL MOUNTED OCCUPANCY SENSOR SWITCH CONTROL PHOTOCELL LIGHT CONTROLLER ELECTRICAL SERVICE PANEL V ELECTRICAL GROUNDING ROD ELECTRIC KWH TENANT METER LIGHT FIXTURE -WALL MOUNT EMERGENCY LIGHT FIXTURE -WALL MOUNT ELECTRICALLY HELD CONTRACTOR FIRE ALARM FIXED 135° HEAT DETECTOR FIRE ALARM SPEAKER/STROBE TELECOMMUNICATIONS OUTLET SCALE: 1/2"=r-0" SITE WORK NOTES: ELECTRICAL PANELBOARD CS F IS ON GROUND LEVEL. - TO EXISTING WEST ELECTRICAL ROOM PANEL SDP. ROUTE CONDUIT OVERHEAD UNDER 2ND FLOOR BEAMS ACROSS BUS WAY. REFER TO ELECTRICAL SITE PLAN. ----- CONNECT TO EXISTING PANEL SDP. REFER TO =J ONE -LINE DIAGRAM. Eli l 1 ELECTRICAL 15KVA, 480V TO 120/240, 10, 3W WALL MOUNTED. NEMA -3R TRANSFORMER NEMA -3R T -CS. REFER TO ELECTRICAL ONE -LINE DIAGRAM. COORDINATE LOCATION WITH ARCHITECT AND OWNER PRIOR TO czN L -WP P INSTALLATION. 71 CONNECT TO NEW PANEL CS. RUN CONDUIT IN WALL. REFER TO ONE -LINE DIAGRAM. PANEL 0 PUMP I \� UNITY - I I \ iA PROVIDE NEMA -3R 480V, 60A/2P FUSED DISCONNECT WITH 40A FUSES. REFER TO ELECTRICAL ONE -LINE DIAGRAM. SEE NOTE K. PROVIDE NEMA -3R 240V, 100A/2P FUSED DISCONNECT WITH 80A FUSES. REFER TO ELECTRICAL ONE -LINE DIAGRAM. SEE NOTE K I.::..................I_.1.::1:.1)1.:1 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS AND INSPECTIONS REQUIRED BY LAWS, ORDINANCES AND RULES GOVERNING WORK SPECIFIED HEREIN. 2. FURNISH AND INSTALL GROUNDING TO XFRM T -CS FROM EXISTING BUILDING GROUNDING. (APPROX. 50') 3. ALL WIRING SHALL BE IN CONDUIT, WITH A MINIMUM OF 3/4" TRADE SIZES. 4. UNLESS SHOWN OTHERWISE, ALL WIRING SHALL BE 12AWG COPPER. 5. ALL INTERIOR CONDUIT SHALL BE CONCEALED IN WALL OR CEILING SPACE. INTERIOR WIRING METHOD ONLY. 6. REFER TO SITE PLAN FOR EXISTING FIRE ALARM HORN/STROBE AND EXTERIOR WALLPACK LIGHT FIXTURE TO BE RELOCATED. POWER ROOF FLOOR PLAN SCALE: 1/4'=1'-0" 2 SCALE: 1/4"=r-0" BUILDING ELECTRICAL CONSTRUCTION NOTES: A. PROVIDE 240 VOLTS 30A GFI BREAKER THROUGH A DEDICATED 30A SINGLE FLUSH MOUNTED RECEPTACLE FOR WATER HEATER. PROVIDE CONDUIT, WIRING, & CONNECTIONS AS REQUIRED PER MECHANICAL EQUIPMENT POWER AND MECHANICAL SCHEDULES. B PROVIDE 240 VOLTS POWER TO FORCED AIR FAN HEATER WITH DISCONNECT BUILT-IN AND CONNECT TO REMOTE LINE -VOLTAGE THERMOSTAT. PROVIDE CONDUIT, WIRING, & CONNECTIONS AS REQUIRED PER MECHANICAL EQUIPMENT POWER AND MECHANICAL SCHEDULES. C. PROVIDE 120 VOLTS POWER TO EXHAUST FAN WITH AUTOMATIC BACKDRAFT DAMPER. PROVIDE CONDUIT, WIRING, & CONNECTIONS AS REQUIRED PER MECHANICAL EQUIPMENT POWER AND MECHANICAL SCHEDULES. D FURNISH AND INSTALL 120V, LIGHTING LED FIXTURES PER LIGHTING SCHEDULE. REFER TO ARCHITECT DRAWINGS FOR MOUNTING HEIGHT. E. ALL THE RECEPTACLES SHALL HAVE GFCI PROTECTION AND SHALL BE FLUSH MOUNTED 4'-6" ABOVE FINISHED FLOOR. F. FURNISH AND INSTALL DUAL TECHNOLOGY OCCUPANCY SENSOR SWITCHES FOR THE LIGHTS, EXHAUST FAN, AND HEATER UNIT. ACUITY BRANDS - WSX-PDT OR EQUAL. PROVIDE ELECTRICALLY -HELD CONTACTOR 120V, 20A, 3 -POLE FROM LIGHT SWITCH WITH OCCUPANCY SENSOR TO LIGHTING, EXHAUST FAN, AND UNIT HEATER. REFER TO ELECTRICAL DIAGRAM PLAN. G. FURNISH AND INSTALL COMPLETE ELECTRICAL SYSTEM PER PANEL SCHEDULE AN Ii �- +�,� �r � j H. THE CONTRACTOR SHALL USE 1" "TRADE SIZE CONDUIT" COMING INTO THE COM ei ,,, 4 1LIANCEFOR FOR THE NEW 100A ELECTRICAL NEMA -3R PANEL. REFER TO ELECTRICAL ONE -LIN' DIAD c. ED PANEL SCHEDULES. I. FURNISH AND INSTALL A NEW100A, 120/240V ELECTRICAL NEMA -3R PANEL WIT A 80gCM91t1.2011 BREAKER. REFER TO ELECTRICAL ONE -LINE DIAGRAM & PANEL SCHEDULES. J. PROVIDE 120 VOLTS POWER TO TRAP PRIMER MANIFOLD. PROVIDE CONDUIT, WI CONNECTIONS AS. REQUIRED PER MECHANICAL EQUIPMENT POWER AND MECH SCHEDULES. K. PROVIDE UNSTRUT AS REQUIRED TO MOUNT NEW TRANSFORMER AND DISCOr-L ES. L. PROVIDE 12x12x6 J -BOX FOR ELECTRIC KWH TENANT METER PER SOUND TI A► J 19STTA COORDINATE LOCATION WITH OWNER PRIOR TO INSTALLATION. PROVIDE DAT 94RQP FSR ELECTRIC KWH TENANT METER. 'INCA of Tukwila NtiI-DING DIVISION 4. M. VERIFY LOCATION OF IDF ROOM ON SITE AND WITH SOUND TRANSIT. PERMIT CENTER 30% DESIGN REVIEW 04/2017 60% DESIGN REVIEW 10 / 2017 PERMIT SET 11 / 2017 No. ISSUED FOR / REVISION BY APP'D DATE TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com stud IC'MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 DESIGNED: RWA PROJECT MANAGER: M.STANASZEK. SCALE: AS NOTED DRAWN: BCY APPROVED: SITE LOCATION NO: CHECKED: RWA KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE 1" IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION ELECTRICAL POWER AND LIGHTING PLANS AND EQUIPMENT SCHEDULES DATE: NOVEMBER 2017 DRAWING NO: E1.02 SHEET NO: OF 5 4 4 q 3 0 Lu nn o, • w J d — - 0 � m -a < N CC UID o o - w a) OA w U) z N o J u 2 E o w Lu o p tsiw - LU o z w .L10) 2 o -a 0 C o Y 3 o L • a 0 0 L. i0 C o co c o C m co • ..o o a� a' C a, E U) a. o 2 0 ra cn 3 t✓ - o tea, E C ao o in 1 m • ms E 00 C• CD a1 N m c o i=I banw am moi c ..) N o • N • DD o om i o ai z•- o i=I w w (72 aw0 o_ LTG/FAN pNN 120VAC HOT n CIRCUIT -o WHITE / NEUTRAL WHT. HOT o 0 HEATER HOT r -N 240VAC -0 CIRCUIT PROVIDE 40A/2P CIRCUIT BREAKER FOR NEW PANEL CS VIA XFMR T— CS. "N" BLK. RED (UNE) LIGHT SWITCH WITH 111111 J_ - r MOUNT IN J -BOX RED (LOAD) OCCUPANCY SENSOR / ELECTRICALLY -HELD CONTACTOR 20AMP, 4 -POLE' B 0WHT. INTERIOR LIGHTING FIXTURES EXHAUST FAN FAN 120VAC CIRCUIT HEATER UNIT ELECTRICAL OCCUPANCY SENSOR DIAGRAM SCALE: NONE (E)SDP - DISTRIBUTION PANEL 800A, 480V, 30 INTERRUPTING RATING: 35KA RMS SYMMETRICAL (E)STATION SERVICE FEEDER FROM SST (SEE L57-JD24) 480Y/277V, 800A (N)40A (/ (N)100A/2P, (N)1 -1/4"C, 3#2, #8G. CU (N) NEMA -3R XFMR T -CS 15KVA, 480V TO 120/240V, 10 (N)1 "C, 2#6, #8G. CU (N)1 "C, 2#6, #8G. CU ROOF ROOF (N) NEMA -1 PNL CS 120/240V MCB 80A 80AF NEMA -3R (N)1 -1/4"C, 3#2, #8G. CU CDJ- ELECTRIC KWH TENANT METERING SURFACE MOUNTED. (N)60A/2P, 40AF NEMA -3R (N)PROVIDE #6G CU GROUNDING TO EXISTING BUILDING GROUND. CONNECT TO DATA OUTLET FOR MONITORING OF THE ELECTRIC KWH METER. REFER TO ELECTRICAL SHEET E1.02. NEW LOMFORT STATION J (E)LV-7505 (2-4) 1 / 6-500 KCMIL, 2#2/0 AWG 1 (E)600A b) (E)70A P1� (E)T1 I LTH 45KVA 1480- 1 208Y/ I 120V _T— � I I (E)PP L — J T — (E)100A b) (E)50A L I I (E)LP — -i (E)LC I I I I I I—J L ---J I I I I I(E)PPM r —-►(E)LCMI 1 1 I 1 I I L—J L ---J ELECTRICAL ONE -LINE DIAGRAM SCALE: NONE \b • �b T i (E)UPS 30 KVA 480/277V UNINTERRUPTIBLE POWER SUPPLY -90 MINUTE BATTERY CAPACITY T'STAT CONTROL BY M.C. _ 30K VA -1 480-208Y/120V i(E)T2I----1 L_ _ -1 � I I I I I (E)ELP r —-I(E)ELCI I I I I I I —J r -1—J (E)EPP I I L— J T — I I (E)EPPM II I I L ---J BUILDING ELECTRICAL CONSTRUCTION NOTES: A. FURNISH AND INSTALL COMPLETE ELECTRICAL SYSTEM PER PANEL SCHEDULE AND AS SHOWN. B. THE CONTRACTOR SHALL USE 1-1/4" "TRADE SIZE CONDUIT" COMING INTO THE COMFORT STATION FOR THE NEW 80A ELECTRICAL PANEL CS C. THE CONTRACTOR SHALL INSTALL A NEW 100A, 120/240V ELECTRICAL PANEL WITH A 80A MAIN BREAKER. D. ALL EXTERIOR CONDUITS SHALL BE GALVANIZED RIGID STEEL CONDUIT WHERE INSTALLED EXPOSED ABOVE GRADE. E. ALL WIRING IN UNDERGROUND CONDUIT SHALL BE COPPER XHHW-2. USE SAME XHHW-2 COPPER WIRES FOR CONTINUATION TO SERVICE ELECTRICAL PANEL. F. COORDINATE LOCATION OF ELECTRIC KW TENANT METER WITH OWNER PRIOR TO INSTALLATION. PROVIDE DATA DROP FOR MONITORING OF ELECTRIC KW TENANT METER. D t7-- 0309 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2011 City of Tukwila BUILDING DIVISION • RECEIVED: CITY OF TUKWILA dUV4t52017. PERMIT C E1V I H. 30% DESIGN REVIEW 04/2017 60% DESIGN REVIEW 10/2017 PERMIT SET 11 /2017 No. ISSUED FOR / REVISION BY APP'D DATE TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com stud ICMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 DESIGNED: RWA PROJECT MANAGER: M. STANASZEK SCALE: NONE DRAWN: BCY APPROVED: SITE LOCATION NO: CHECKED: RWA KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: B C v • ONE INCH AT FULL SIZE 1" IF NOT ONE INCH, SCALE ACCORDINGLY F King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION ELECTRICAL ONE -LINE DIAGRAM AND DETAILS DATE: NOVEMBER 2017 DRAWING NO: E6.01 SHEET NO: OF H N O W CO >- J W -J 0 W Li V) J W CI - 6 G W J W N O l0 w N O O r` 1-1 e 13.0c Cu 0 en I- 0 N c 0 m 0 v v o. 0 coco i✓ en w - LL 6.15 N a) to -c N f0 2 2 0 un ..6 O C7 O J LU N 0 0 ccu s -du c in 5 1 I 3 2 PANEL NO. (E)SDP MOUNTING: FLUSH SURFACE BRANCH BREAKERS: PLUG IN BOLT -ON PANEL LOCATION: COMFORT STATION TIBS PARK & RIDE COMFORT STATION PANEL TYPE: SE RATING RATING: 480 VOLTS, 800A, 30, 4W, G FEEDERS (E)LV-7505 (2-4) 6-500 KCMIL, 2#2/0 AWG REF DWG NO. MAIN 800 BRKR: SC RATING: 35KA RMS SYMM UJ DESCRIPTION & LOCATION PANEL LP - EXISTING (NORMAL LIGHTING) PANEL PP - EXISTING (NORMAL POWER) CIRC. BKR (A) A B C TOTALS: O z U 2 4 6 8 10 12 14 16 18 20 CIRC. BKR (A) A B C DESCRIPTION & LOCATION EXISTING UPS (EMERGENCY LIGHTING/POWER) PANEL MP - EXISTING (MECH. VERTTRANSP) 15.92 * PANEL CS - NEW COMFORT STATION 15.92 568 578 541 583.92 593.92 541 AS -BUILT DRAWING EXISTING SUBTOTALS DEMAND LOAD: w TOTALS: (ALL) A 583.92 B 593.92 C 541 NOTE: EXISTING PANEL SDP SHOWN PER AS -BUILT RECORD DOCUMENTS. * PROVIDE NEW 40A/2P BREAKER IN EXISTING PANEL SDP. NEW BREAKER TO MATCH EXISTING AIC RATING. 30% DESIGN REVIEW 04/2017 60% DESIGN REVIEW PERMIT SET 10/2017 11/2017 No. ISSUED FOR I REVISION BY APP'D DATE TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com PANEL NO. (N)CS MOUNTING: FLUSH SURFACE X BRANCH BREAKERS: PLUG IN BOLT -ON PANEL LOCATION: COMFORT STATION TIBS PARK & RIDE RESTROOM PANEL TYPE: NEMA -1 RATING: 120/240 VOLTS, 100A, 10, 3W, G FEEDERS (3) #2 AWG, (1) #8AWG GND IN 1-1/4" CONDUIT REF DWG NO. MAIN 80 BRKR: SC RATING: 10KA RMS SYMM DESCRIPTION & LOCATION CIRC. BKR (A) A B O z U RECEPTACLES, GFCI 120V LIGHT FIXTURES/EXH FAN/OUTSIDE LIGHT 120V TRAP PRIMER MANIFOLD ELECTRICAL AND WATER METER POWER SPARE SPARE 1.5 1 3 3 BRKR AMPS 15 -015 - 015 - 15 X15 -0S 0.4 4.5 5 7 9 11 13 15 17 A B N BRKR AMPS 20 0- 30 �o- O Li CIRC. BKR (A) A B DESCRIPTION & LOCATION 2 8.4 WALL HEATER, BUILT IN 240V, 2000W 4 8.4 6 . 19.17 GFI HOT WATER HEATER, TANKLESS 240V -o - o -o 19 --0 TOTALS: 1.9 7.5 0- 0- 0- 0- 0- 0- 8 10 19.17 12 14 16 18 20 27.57 27.57 TOTALS: TOTALS: (ALL) A 29.47 B 34.07 DESIGNED: PROJECT MANAGER: CS PANEL LOAD CALCULATIONS LOAD TYPE CONNECTED DEMAND FACTOR DEMAND LIGHTS .105 KVA 125% .131 KVA (2)RECEPT .360 KVA 100% .360 KVA MOTORS .180 KVA 100% .180 KVA LARGEST (.180 KVA) 25% .045 KVA TRAP PRIMER .043 KVA 100% .043 KVA SPACE HEATER 2.0 KVA 100% 2.00 KVA WATER HEATER 4.6 KVA 100% 4.60 KVA (2)METER POWER .360 KVA 100% .360 KVA TOTAL 7.64 KVA 7.72 KVA VOLTAGE CONNECTED AMPS DEMAND AMPS 240 31.83. 32.17 VOLTAGE CONNECTED AMPS DEMAND AMPS 480 15.92 16.08 SCALE: b�7 stud I0MENG STRAZZARA ii/Ce/i 7 C ARCHITECTURE PLANNING CONSULTING RWA DRAWN: M. STANASZEK APPROVED: NONE SITE LOCATION NO: 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 CHECKED: BCY KC PROJECT NO: E00431E16 ONE INCH AT FULL SIZE RWA RECOMMENDED: KC CONTRACT NO: 1" IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation 030 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 082011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NL)V 1 5.2017 PERMIT CENTER METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION ELECTRICAL ONE -LINE DIAGRAM AND PANEL SCHEDULES DATE: NOVEMBER 2017 DRAWING NO: E6.02 SHEET NO: OF v 0 UJ 4 O LU ---1 in in 3 LL N LA V) Z EIP o v o U w N Ln c 0 O o 2 o w 0 w O 3 LU ra 1 -a tN 02) O • to s in 0 0 "2 iiii -0 o -a -1 on in V Ca o o - f ▪ C m N N E N v 0. 'S E a o V asV) `o ▪ cp E E J u Lu 4- U z v7m a) aw U m CM -0 U) N co o ~I w U N O Y ELECTRICAL BASIC MATERIALS AND METHODS SPECIFICATION 260051 PART 1 GENERAL 1.01 SUMMARY A. See Section 011000. 1.02 WORK INCLUDED A. The work under this Division includes electrical systems of lighting, power, and miscellaneous work items. The work shall include but not be limited to the installation of new equipment and modifying existing power distribution. B. The intent of the Contract Documents is to include all labor and materials, equipment and transportation necessary for execution of the Contract. By agreeing to a Contract, Contractor acknowledges that it has examined the Contract Documents and work site, is aware of existing conditions and limitations, and is satisfied that the Specifications and Drawings (when applicable) are suitable and adequate to enable it to successfully accomplish the Contract. C. During the course of the Contract, where minor adjustments of the work (such as adjusting the location of the equipment without requiring rework) are necessary for resolving conflicts between items within the intent of the Contract, Contractor shall make such adjustments at no additional cost to the County. D. Contractor shall connect all equipment and devices provided under other sections of these Specifications that require such connections. E. The electrical drawings for the Contract are diagrammatic and do not necessarily show all raceways, fittings, wiring or wiring devices required by code. Hence, in addition to that which is specified or shown on the Contract electrical drawings, Contractor shall include in its Contract cost these and related electrical items and the work associated with their installation. F. ANY roof and wall penetrations (core drilling) shall be the responsibility of one contractor. It is the responsibility of ALL contractors to coordinate this work so that the work can proceed and that the drilling and roof repair is covered in their estimates. 1.03 WORK NOT INCLUDED Not Used. 1.04 WORK OF OTHER TRADES A. The electrical drawings do not necessarily show complete details of the project construction. Contractor shall familiarize itself with all features of the project that may affect the execution of the Contract. 1.05 REFERENCES A. This paragraph presents a general compilation of references used in the County electrical work. In executing this Contract, the Contractor shall be responsible for adhering to the current edition of all references in Section 260051 whether they are listed here or not, particularly observing the requirements of Paragraph 260051-1.15D. ReferencesTitleANSI C-80.1American Natl. Stds. Institute, "Zinc -Coated Rigid Steel Conduit"ANSI C-80.3American Natl. Stds. Institute, "Zinc -Coated Electrical Metallic Tubing"ANSI C136-15American National Standards Institute, "High -Intensity -Discharge and Low -Pressure Sodium lamps in luminaires - Field Identification"NEC (NFPA 70)Natl. Fire Protection Association, "National Electrical Code"NESCIEEE, "National Electrical Safety Code"UL 6Underwriters Laboratories, "Rigid Metal Electrical Conduit"UL 797Underwriters Laboratories, "Electrical Metallic Tubing"UL 1242Underwriters Laboratories, "Intermediate Metal Conduit"WAC 296Washington Administrative Code, Department of Labor & IndustriesWECWashington State Energy Code, WAC 51-11 lBClnternational Building CodeWSDOTWashington State Department of Transportation (WSDOT) Construction ManualCity of SeattleCity of Seattle Electrical CodeSeattle City LightSCL Requirements for Electrical Service Connection1.06 UNDERWRITERS LISTED EQUIPMENT A. See Paragraph 260051-1.10. 1.07 DETAIL DRAWINGS BY CONTRACTOR A. Where the Contractor's work requires additional detailing including the preparation of shop drawings for individual items that are not of standard manufacture and which have to be specifically fabricated, Contractor shall prepare drawings, in AutoCad 2009 or later version, printed on 22 inches x 34 inches heavy bond paper media; submit final copies of the drawings together with Compact Disk (CD) containing said drawing in AutoCad 2009 or later version; optional type and size sheets shall be at the discretion and approval of the Project Representative. Details shall be identified with the areas where the work applies. Contractor shall coordinate its work with the work of other trades to preclude conflicting use of areas/locations. Drawings shall be submitted to King County Project Representative for approval before construction work begins. Upon completion of the Contract, Contractor shall update its drawings to "as -constructed" condition and surrender them to the Project Representative. 1.08 SUBMITTALS A. Unless waived by the Project Representative for the Contract, provide Electrical Submittals within 14 days of effective date of Notice -To -Proceed (NTP), in conjunction with paragraph 260051-1.09. (See Section 013300) B. Unless waived by the Project Representative for the Contract, provide Electrical Submittals on all materials proposed to be used on this Contract. 1.09 LIST OF MANUFACTURERS A. Where more than one manufacturer is allowed, Contractor shall advise the Project Representative within 14 days after issuance of the "Notice to Proceed" of the make selected. 1.10 QUALITY CONTROL A. Materials: All materials, devices, appliances and equipment shall be listed by "Underwriters Laboratories, Inc. (UL)". Where UL listing is required but not available, Contractor shall obtain written permission for a variance from the King County Project Representative. B. Manufacturer and type: Where manufacturers' names and types are provided on the Contract Drawings or within the Specifications, the County is establishing for the equipment described manufacturers whose specific type items generally satisfy the County's requirements. The County will consider alternates. However, alternates submitted by the Contractor to the County for approval shall be based on the specified manufacturers and type as a minimum. 1.11 QUANTITY ITEMS A. New items of any one classification shall be products of one manufacturer. B. Unless specifically identified on the Project Plans or in the Specifications, ALL New items installed on an existing site of any classification shall match those that exist on the site, shall be of the same Manufacturer and model, as currently manufactured. 1.12 APPROVALS A. The approval of the manufacturer's name or product by the County does not relieve the Contractor of the responsibility for providing material and equipment that complies in all details with the requirements of the Contract as well as in the Contract Documents. The Contractor shall assume responsibility for equipment submitted fitting in available space as intended by the Contract drawings. 1.13 WORKMANSHIP A. If any portion of the work has not been performed in a satisfactory manner, or is left in rough unfinished condition, the Contractor, at its expense, shall remove and reinstall all such work and restore surroundings in a manner approved by the Project Representative. 1.14 COORDINATION OF WORK A. Contractor shall compare the Specifications with the Drawings for the Contract including those for other trades, report any discrepancies between them to the Project Representative and obtain written instructions for changes necessary in the electrical work. Contractor shall install electrical work in cooperation with other trades and make provision to avoid interferences, in a manner approved by the County. All changes caused by neglect to . make such provisions shall be at Contractor's expense. B. Contractor shall schedule and sequence the work such that any interruptions of normal Base operations are kept to a minimum. Contractor shall provide all temporary connections as required to limit interruptions to time granted by the Project Representative. Contractor shall consult with the Project Representative and obtain written consent from the Project Representative for the exact date, time and duration of time that the operations may be interrupted. C. The Contractor shall coordinate schedule with the Project Representative to ensure that there is no conflict with other construction and/or maintenance work on the site. 1.15 REGULATIONS A. General: Contractor shall comply with, as a minimum, or exceed the requirements of the latest editions of all applicable codes, ordinances, rules and regulations pertaining to the project particularly noting Paragraph 1.15D below. B. Contractor's responsibility: It is the Contractor's responsibility to notify the County of any deviation in the Contract from applicable regulations and codes prior to installation of the work. C. Appurtenances: Provide pull boxes, junction boxes, special fittings and access to electrical work as required by codes. D. Requirements: In cases where regulations are more stringent than the Contract documents, the Contractor shall provide the materials and methods required by the regulations; in cases where the Contract Documents are more stringent than the applicable regulations, Contractor shall provide the materials and methods required by the Contract Documents. E. Permits and fees: 1. Contractor shall obtain and pay for all licenses, permits and inspections required by laws, ordinances and rules governing work specified herein. 2. During its progress, the work shall be inspected by the County and by the appropriate inspectors. Contractor shall provide inspector's Certificates of Compliance to the County (from the Authority Having Jurisdiction (AHJ)). PART 2 PRODUCTS 2.01 MATERIAL A. Materials shall be new, free of defects and of current manufacture. Existing materials shall not be reused unless otherwise noted. 2.02 CONDUIT A. Rigid Steel conduit (G.R.S.): Conduit shall be steel, hot -dip galvanized inside and out after threading, produced to ANSI Specification C-80.1, shall comply with Underwriters Laboratories UL 6, and shall carry the UL label. Minimum trade size shall be 3/4 -inch exposed and 1 -inch embedded (underground or within walls), unless specifically noted. B. Liquidtight Flexible Metal Conduit (LFMC): Conduit shall be formed from an interlocking galvanized steel strip and shall have a PVC jacket extruded over the outside to form a flexible watertight raceway. Minimum trade size shall be 3/4 -inch, unless otherwise shown. Conduit shall be Anamet Anaconda Sealtite (Type UA), Electri-Flex (Type LA), or approved equal. C. Intermediate metal conduit (IMC): IMC shall be steel, exteriorhot-dip galvanized after threading, interior baked on enamel or coated with a silicon epoxy -ester, manufactured in accordance with Underwriters Laboratories (UL #1242) and shall carry the UL label. Minimum trade size shall be 3/4 -inch exposed and 1 -inch embedded (underground or within walls), unless specifically noted. D. Electrical metallic tubing 0: shall be steel, exterior hot -dip galvanized, interior baked on enamel or coated with silicon epoxy -ester, produced to ANSI Specification C80.3, shall comply with Underwriters' Laboratories U.L. 797, and shall carry the U.L. label. Minimum trade size shall be 3/4 -inch exposed and 1 -inch embedded (underground or within walls), unless specifically noted. E. Rigid non-metallic conduit: Conduit shall be PVC, listed for underground use. Conduit shall include Schedule 40 and Schedule 80 shall be manufactured to NEMA Specification TC -2, shall comply with Underwriters' Laboratories UL 651, and shall carry the UL label. Minimum trade size, unless specifically noted, shall be 1 -inch. F. Flexible metal conduit: Shall not be used. G. Explosion proof flexible conduit: Not used unless specified in the Contract. H. Plastic coated galvanized rigid steel conduit and fittings (GPVC): Plastic coated conduit shall be galvanized rigid steel conduit to which a 40 -mil thick polyvinyl chloride coating has been bonded. Coating shall be free of pinholes. Bond strength shall exceed the tensile strength of the plastic coat. Elbows shall be factory made and coated. Fittings used with plastic coated conduit shall be similarly coated to the same thickness as the conduit and shall be provided with Type 304 stainless steel hardware. Conduit and fittings shall be manufactured by the same company. Minimum trade size shall be 3/4 -inch exposed and 1 -inch embedded (underground or within walls), unless specifically noted. I. Conduit fittings: Fittings shall include all those items used with conduit to form conduit runs. Fittings shall be steel compression (for and Liquid -tight - NO Set screw), ALL conduit fittings shall used with the type of conduit for which they are designed, i.e., Rigid conduit fittings shall be threaded, liquid -tight fittings shall beused with liquid -tight conduit. Liquid -tight fittings shall have an insulated throat, etc. Fittings shall be by O. Z. Gedney, Carlon, T&B, or approved equal. J. Conduit supports: 1. Conduit clamp backs shall be of the nesting one hole type, hot -dip galvanized malleable or cast iron; nest back spacers shall be of similar material and finish. Clamp backs shall be used with one hole malleable iron hot -dip galvanized pipe straps and similar straps. Clamps, spacers and straps shall be by O.Z. Gedney, B -Line, Crouse Hinds, or approved equal. 2. Framing channel shall be hot -dip galvanized. Framing channel and associated conduit clamps shall be by B -Line, Unistrut, or approved equal. 3. Concrete fasteners and screws shall be stainless steel. K. Conduit tags: Conduit shall be tagged with appropriately sized embossed metal conduit tags as manufactured by Panduit, Brady, Tyco, CH Hanson or approved equal. L. Seals: In areas specified as Class 1, Division 1 or 2, hazardous, boxes and fittings shall be NEMA 7, Groups C and D, explosion proof. Seal fittings for conduit systems in hazardous atmosphere locations shall be hot -dip galvanized cast ferrous alloy. Sealing compound shall be hard type used with an environmentally friendly packing fiber, both compound and fiber shall be UL -listed for explosion proof sealing fittings. 2.03 WIRING MATERIALS A. General: Contractor shall provide all wire and cable as indicated and required for complete, operating systems. B. Wire, single conductor: 1. Conductors: a. All conductors shall be stranded for all sizes of wire and cable. b. Conductors shall be soft drawn copper for all sizes. 2. Insulation: Unless otherwise noted, 600 -volt wire insulation shall be Type XHHW for all locations. 3. Color Coding: All conductors shall be color coded in accordance with the following: UseCableColorThree-phase, 480V, 3 -wire powerPhase ABrownor 480/277V 4 -wire powerPhase BOrangePhase CYellowNeutralGrayThree-phase, 4-wire,Phase ABIack120/208V powerPhase BRedPhase CBlueNeutralWhiteSingle Phase, 3-wire,Phase ABIack120/240V powerPhase BRedNeutralWhiteGroundGreenC. Wire, multiple conductor and special cable: (NOT USED) C. Splices and connections: 1. Generally, new wiring shall be continuous from point-to-point. Splices shall be made only where existing field conditions dictate the need. Splicing shall not be used as a convenience factor merely to extend the length of an existing conductor or to extend the length of a conductor that the Contractor has cut too short. 2. Underground or wet area splices shall be made with a UL listed resin type splice kit to electrically insulate and moisture seal splices; dry area splices shall be made with spring type solderless connectors. Splice kits shall be manufactured by 3M, Ideal Industries, Raychem or approved equal. 3. Connections to terminals shall be made with properly sized insulated ring, spade or locking fork type crimp terminals; the crimp terminals shall be of the brazed seam construction. The crimp terminals shall be as manufactured by the electrical products division of 3M, T&B, or approved equal. Connections shall be made only in suitable boxes and areas on the equipment established by the manufacturer for the purpose. E. Wire and cable tags: 1. Every conductor and every cable shall be tagged. 2. Tags for conductors shall be as follows: a. Sleeve type, legible, permanently coded, yellow PVC or heat shrink polyolefin tubing, appropriately sized for the wire to which it is being applied. Sleeves shall be by Brady, Tyco, T&B, or approved equal. b. Labeling shall be machine printed. 3. Tags for cable shall be embossed metal or machine printed plastic type manufactured by T&B, Brady, Tyco or Project Representative approved equal.. 2.04 BOXES, FITTINGS AND ENCLOSURES A. All boxes and fittings shall be provided and installed in accordance with the design and shall satisfy area Class, Group and Division environ -mental requirements. They shall be used with the type of conduit for which they are designated and for the purpose for which they are intended. Boxes and fittings shall be provided and installed in accordance with code requirements even though they are not shown on the drawings. Boxes and fittings shall be of name brand manufacture such as T&B, O.Z. Gedney, Steel City, Appleton, Crouse -Hinds, or approved equal. B. Pressed steel NEMA 1 boxes shall be used only where concealed in walls, in ceilings of dry areas or where concrete embedded. All boxes shall be electro galvanized; concrete embedded boxes shall be designated for that purpose. C. Zinc electroplated cast and gasketed boxes shall be used for all surface mounted applications. D. Enclosures shall be provided and installed where required, in accordance with this design and shall satisfy area Class, Group and Division environmental requirements. Enclosures shall include panels and shall be by Hoffman, Skyline, or approved equal. 2.05 NAMEPLATES A. Each individual device shall have a nameplate designating the function of the device. B. Nameplates shall be made of 1/16 -inch thick machine engraved laminated phenolic having white letters 3/16 -inch high on a black background. Equipment titles shall be completely spelled out on the nameplates. C. Nameplates shall be secured to the equipment with stainless steel screws and a bonding agent. Where it is proposed that the nameplates will be secured with a bonding agent, the process and a sample shall be submitted to the Project Representative for acceptance. D. All lighting fixtures shall be identified, as required by ANSI C136-15, no alternate method will be accepted. 2.06 POWER ELECTRICAL SYSTEM A. At a minimum, the lighting service cabinet shall be provided with the following: 1. Refer to Electrical one -line diagram 2. Panel board: 120/240 VAC, 1 phase, 3 -wire 3. Main Breaker: Refer to Electrical one -line diagram 4. Branch Breakers: Refer to Electrical one -line diagram 2.07 PANELBOARDS and switchboards B. During the execution of the Contract, if it becomes necessary to access, modify or replace existing panelboards or switchboards, it shall be done under the following constraints and must be approved in writing by the Project Representative, along with approval from King County's Electrical Engineering staff. 1. All panelboards shall be the standard end product of one manufacturer. Circuit breakers contained in each panel shall be listed for use within that panel, and shall be of the same manufacturer as the panelboard.. 2. New panelboards installed on the existing bases shall be required to be of the same manufacturer, model, and type as the existing panelboards. 3. Circuit breakers shall bolt on to the bus. 4. All bus shall be silver plated copper. 5. Equipment ratings shall exceed the applied voltages, continuous current and available fault current. 6. Equipment shall be labelled with the available fault current and arc -flash incident energy. b I Ialasto 0 301 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA 'IJV 1 5 2097 PERMIT CENTER 30% DESIGN REVIEW 04/2017 60% DESIGN REVIEW 10 / 2017 PERMIT SET 11 /2017 No. ISSUED FOR / REVISION BY APP'D DATE TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com StUCiIOMENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 DESIGNED: RWA PROJECT MANAGER: M. STANASZEK SCALE: NONE DRAWN: BCY APPROVED: SITE LOCATION NO: CHECKED: RWA KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION ELECTRICAL BASIC MATERIALS AND METHODS SPECIFICATION DATE: NOVEMBER 2017 DRAWING NO: E7.01 SHEET NO: OF C F N 0 r; • W o Co i 3 N N ZI- C,p o C3 U 0 W L ' J < 0 U �. o o W C W - o -o LU ' -p o c r-- N 0 • 61)o -a aJ N 0.0• N C >(- p i o 2 c -o o -16 ▪ aJ co N n. C - o co e o 0 • o 0 D Z U) CU �, w v m E • 4 U) c--4 Cl) c F -I wL) N o �G CD N �c cU 00 0 >m z:5 c) 6i= I,); w 0 Lu ELECTRICAL BASIC MATERIALS AND METHODS SPECIFICATION 2.08 GROUND RODS A. Ground rods shall be copper clad steel, 3/4_inch diameter and 10_feet long. Rods shall have threaded type removable caps so that extension rods of same diameter and length may be added where necessary. 2.09 JOB MATERIAL INFORMATION A. The job material shall be included in this contract is shown on Electrical Sheet E4.1. 260051 (CONTINUED) PART 3 EXECUTION 3.01 GENERAL A. Electrical work shall be fully completed in all respects generally as shown on the Contract drawings and as described in this section. B. The electrical plan drawings are generally diagrammatic. The exact locations and routing of cables and conduits shall be governed by structural conditions and physical interference. C. Where details of installations (including notes, conduit & wire tags, etc) are not shown on the drawings, new installations shall be installed at the same standard (as spelled out in this specification) as other equipment installed on this project, not just similar to existing installations. D. Manufacturer's installation details: Contractor shall install items in accordance with details and provide any special wiring, fittings and appurtenances required. Contractor shall verify all measurements at site and coordinate exact locations with details shown on the Contract Drawings. 3.02 RECORD DRAWINGS A. The Contractor shall maintain a neatly marked set of blue lines of all Drawings of all the electrical work involved in the Contract. The prints shall be kept current with the work as it progresses and shall be subject to inspection by the Project Representative at any time. B. Current, acceptable as -constructed prints must be submitted prior to the certification of any Contract payment for electrical work. A complete and accurate set of these prints shall be delivered to the Project Representative for the Project Representative's approval. 3.03 DUST A. All operations involving drilling or grinding, sweeping and similar activities shall be accomplished under controlled conditions to keep dust and dirt from contaminating the equipment. 3.04 CONDUIT AND BOXES A. The area of electrical work shall be treated as non -hazardous (in most areas) unless otherwise noted on the drawing; therefore, the wiring method employed shall satisfy the NEC requirements for this classification. Conduit, boxes and enclosures, devices, fittings and the like shall be approved, used as required per the listed intent and manufacturer's specifications, and located and installed in accordance with the NEC requirements. B. Conduit installed in planting areas shall be PVC Schedule 40. When using PVC Schedule 40, the backfill layer within 2 inches of the conduit shall contain no rocklarger than 3/4 -inch. All installed elbows shall be Galvanized Rigid Steel. C. Any trenching of existing pavement shall be made in such a manner as not to destroy the structural integrity of the pavement. All trenching in previously paved areas shall be done in such a fashion that all edges are cut with a saw cutter, providing a clean edge which to repair the pavement. Reference is made to Division 2 specifications of this Contract. D. Conduit installed under the roadway shall be galvanized rigid steel or concrete encased Schedule 80 PVC. All elbows installed underground and transitions to above grade shall be Galvanized Rigid Steel. The trench shall be backfilled with select material to minimum relative compaction of 95 percent per ASTM D1556. Patch and finish trench with pavement to match existing roadway. E. All rigid steel conduit installed in the ground shall be coated with Bitumastic 300M Coal Tar Epoxy, Tnemec Series 46H-413 Coal Tar Epoxy or approved alternate. Paint coating shall be applied and cured in accordance with the manufacturer's specifications; two coats shall be applied to provide a protective covering free of voids or shall be plastic coated galvanized rigid steel conduit (GPVC). F. All conduit installed in the ground shall be installed at least 24 inches below grade. Electrical Hazard Tape shall be placed 18 inches above all conduit in the ground. G. Conduit shall not be welded, brazed or otherwise heated. H. Where required for ease of pulling and as necessary to meet codes, pull boxes and junction boxes shall be installed even though not shown on the drawings. The locations of boxes shown are approximate; exact locations shall be verified on the job to avoid conflict with other work. I. Bends and offsets shall be avoided in conduit runs; where bends and offsets are necessary, they shall be made with an approved conduit bender or bending machine, or shall consist of factory made elbows and fittings. The contractor shall limit the number of directional changes of the conduit to a total not more than 270 degrees in any run between pull boxes. J. All conduit shall terminate in boxes or handholes unless otherwise shown. K. All rigid conduit entering sheet metal boxes shall have a metal insulating bushing installed over the conduit end (O.Z. Gedney-HBLG Series, Thomas & Betts BG Series, or engineering approved equal). All joints shall be made with standard couplings or UNF/UNY unions; excessive threads shall not be used on any conduit. The ends of all rigid conduit shall be cut square, reamed and threaded with straight threads. Rigid conduit joints shall be made up with a UL -listed conductive anti -corrosion surface compound (Thomas & Betts Kopr-Shield, Jetlube, or engineering approved equal), which shall be applied to the male threads only. No Compression Fittings are to be used with rigid conduit. L. All rigid conduit entering sheet metal boxes or cabinets shall be secured by locknuts on both the interior and exterior of the enclosure or a Myers Hub shall be installed. M. Exposed conduit shall be run on supports spaced not more than 8 feet apart and shall be installed with runs parallel or perpendicular to walls, structural members or intersections of vertical planes and ceiling. No conduit shall approach closer than 6 inches to any object operating above the rated temperature of the conductor installation. N. Conduit supported directly from the block, brick or concrete structure shall be spaced out at least 3/8 -inch. O. Flexible Steel conduit shall not be used. Liquidtight flexible metal conduit (LFMC) shall be used if flexibility is required for all motors and equipment requiring flexible connections. Where flexibility is required for electrical raceways on equipment, liquid -tight flexible metal conduit shall be used in accordance with JIC standards, these Specifications and the local inspection agency (the length of the flexible conduit shall be minimized, Maximum length shall be 6 -Feet). P. Plumber's perforated hanger iron shall not be used for any purpose. Q. All fittings shall be made up wrench tight. R. All penetrations of existing concrete shall be made in such a manner as not to destroy the structural integrity of the structure. Patch and seal indicated penetrations watertight with non -shrink, non -staining grout. S. For installing conduit runs in or under concrete floors/sidewalks, saw cut and remove concrete as required (in sidewalks or walkways the contractor shall cut/replace along existing break lines). Remove loose dirt and broken material from trench before installing conduit and before pouring new concrete. Finish trench to match surrounding floor surface. T. Contractor shall exercise the necessary precautions to prevent the lodging of dirt, concrete and trash in the conduit, fittings and boxes during the course of installation. U. Contractor shall install/conceal conduit within the structure during construction where possible, where not possible the Contractor shall paint the conduit(s) to match the existing structure to which the conduit is attached. V. Table I specifies the type of raceway required for each location and application. Unless in Table I, conduit shall be hot -dip galvanized rigid steel, type GRS. Minimum trade size for all conduit shall be 3/4 -inch when exposed and 1 -inch when embedded (underground or within walls), unless specifically noted Table I LOCATIONAPPLICATION / CONDITIONCONDUITAbove ground up to 10 ft. AFFAII raceway applications not specified below.GRSAbove ground 10 ft. AFF and upOn or in walls and ceiling spaces, where not subject to physical abuse or moisture., IMCSubject to occasional moisture.IMCAII wet areasSubject to constant moisture (i.e. wash bays, steam shop, floor to roof)GRSUndergroundDirect buried.GRSEncased in red concrete.GRS, PVCOutdoorExposed to weather.GRSHazardous, classified areasExposedGRS3.05 CONDUCTORS A. Care shall be exercised in pulling conductors into conduit so as to avoid kinking the conductors, putting undue stress on them or otherwise abrading them. Only UL -listed pulling compound shall be used for pulling. The raceway installation shall be complete before conductors are pulled into it. B. All conductors and cables shall be identified at all access points with marking sleeves. Marking sleeves shall be as specified in Paragraph 260051-2.03E. C. Generally, splicing shall be avoided. Where splicing is dictated by field conditions, splices shall be made only in junction boxes suitable for the area. Splice selection shall be based in accordance with Paragraph 260051-2.03D (underground or wet areas shall be 3M 82 Series or 72-N; dry areas shall be spring -type solderless connectors). D. Crimping shall be done with approved crimping tool (not side cutters or the like). E. The Contractor shall provide a ground rod in each handhole, and shall connect this ground to the ground lug in the light pole. The light pole foundation shall also be connected to the ground system; a #4 bare copper ground conductor shall be exothermiccally connected to the rebar in the pole foundation with enough conductor extending up the center of the foundation to provide connection to the grounding lug in the pole handhole. The ground rod shall extend 3 inches above the bottom of the handhole, connection at the ground rod shall be made with a bolted connector. F. A code sized ground wire shall be placed in each conduit installed under this contract. G. All handholes opened for work associated with this contract shall be provided with grounding straps for the lid and rim of handholes with metal covers. This ground strap shall be connected to the ground rod and/or ground system within the handholes. 3.06 EQUIPMENT A. Care shall be exercised in the installation of all equipment to avoid damage or disfigurement of any kind. All equipment shall be protected prior to and after installation. B. The Contractor shall repair by spray painting, after properly preparing the surface, all scratches or defects in the finish of the equipment. Only identical paint furnished by the equipment manufacturer shall be used for such purposes. C. Failure of the Contractor to protect the equipment as outlined herein shall be grounds for rejection of the equipment. D. Seismic attachments: Earthquake resistant attachments and supports for equipment shall be provided and shall include anchor bolts, equipment assembly bolts and fastenings which are adequate to resist a horizontal force of 50 percent of the equipment weight applied at the center of gravity without displacing the equipment or its fastenings. 3.07 POWER A. Panelboards: 1. Install a typewritten schedule of circuits in each panelboard incorporating all applicable contract changes pertaining to that schedule 2. Working spaces about panelboards shall conform to Article 110 of the National Electric Code. 3. Continuity: Panelboard circuits shall be tested for continuity prior to energizing. Continuity tests shall be conducted using a dc device with a bell or buzzer. 3.08 TESTING AND STARTUP A. Test Procedure: 1 Unless otherwise specified, it shall be the responsibility of the Contractor to prepare the test procedure and to conduct tests in accordance with that procedure to demonstrate to the Project Representative the accuracy of the wiring, control and proper functioning of the equipment in accordance with these specifications. Contractor shall submit its proposed test procedure to the Project Representative for approval at least 48 hours prior to the demonstration. 2. All equipment and systems shall be demonstrated by the Contractor as operating properly prior to the acceptance of the work. All protective devices shall be operative during demonstration. 3. If the demonstration indicates unsatisfactory operation as determined by the Project Representative or inspecting authorities, defects shall be corrected by the Contractor, and the demonstration shall be repeated at no additional expense to the County. B. Phase Relationship Tests: (NOT USED). C. Insulation Resistance Tests: Insulation resistance tests shall be performed on conductors, cables and equipment, signal circuits excepted. Tests shall be made with 1000 -volt Biddle hand cranked megger insulation resistance tester. All equipment that may be damaged by such tests shall be disconnected before the tests are made. Tests shall measure insulation resistance from line to ground. Conductors and cables shall be tested after placement and the completion of the terminations, but before connection to equipment. 600 -volt class circuits and equipment shall be tested. Minimum acceptable values of insulation resistance of circuits and equipment shall be 10 megohms. The Contractor shall provide for the County: the test reports listing test equipment used, person or persons performing the tests, the date tested, the circuits or equipment tested and the results of all tests. The Project Representative shall witness these tests. Contractor shall notify the Project Representative 48 hours in advance of testing. END OF SECTION 260051 b rlLo3oq? REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 8 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 1 5 2017 PERMIT CENTER 30% DESIGN REVIEW 04/2017 60% DESIGN REVIEW 10 / 2017 PERMIT SET 11 /2017 No. ISSUED FOR / REVISION BY APP'D DATE TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 Phone: 253.472.3300 www.treswest.com stud IC`MENG STRAZZARA ARCHITECTURE PLANNING CONSULTING 2001 Western Ave, Suite 200 Seattle, WA 98121 T: 206.587.3797 DESIGNED: RWA PROJECT MANAGER: M. STANASZEK SCALE: NONE DRAWN: BCY APPROVED: SITE LOCATION NO: CHECKED: RWA KC PROJECT NO: E00431E16 RECOMMENDED: KC CONTRACT NO: ONE INCH AT FULL SIZE 1" IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION TUKWILA INTERNATIONAL BLVD. STATION - TUKWILA, WA 98188 DRIVER'S COMFORT STATION. ELECTRICAL BASIC MATERIALS AND METHODS SPECIFICATION DATE: NOVEMBER 2017 DRAWING NO: E 7.02 SHEET NO: OF V C F