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Home My WebLink AboutPermit M17-0174 - BOEING #9-08 - HEAT PUMP AND DUCTWORKBOEING #9-08 9725 E MARGINAL WAY S BLDG 9-008 M17-0174 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov MECHANICAL PERMIT 5624201032 Permit Number: M17-0174 9725 E MARGINAL WAY S BLDG 9-008 Issue Date: 12/4/2017 Permit Expires On: 6/2/2018 Project Name: BOEING #9-08 Owner: Name: Address: Contact Person: Name: BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 CONNIE HARDIN Address: 4600 S 134 PL, SEATTLE, WA, 98168 Contractor: Name: HOLADAY PARKS INC Address: 4600 S 134 PL, SEATTLE, WA, 98168 License No: HOLADP1379NO Lender: Name: Address: II I Phone: (206) 250-4530 Phone: (206) 248-9700 Expiration Date: 9/3/2019 DESCRIPTION OF WORK: INSTALL HEAT PUMP, ASSOCIATED DUCTWORK Valuation of Work: $10,000.00 Type of Work: NEW Fuel type: ELECT Fees Collected: $340.68 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: ( Permit Center Authorized Signature: lijk.1 I Date: 2017 2017 2017 2015 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 I ► reg ating c`nstruction or the performance of work. I am authorized to sign and obtain this develop nt p r .nd gree to the codiitions attached to this permit. Signature• Print Name: 0 (V1 ( e kl C rt 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: 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. 2: 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. 3: All construction slhall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 4: 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. 5: 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). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: 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. 8: ***MECHANICAL PERMIT CONDITIONS*** 9: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL y lo►,?' `7 L( 15 . c ry CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwvv.TukwilaWA.gov Mechanical Permit No. / 7 0/+.7`i Project No: Date Application Accepted: /r f/6 (/ l Date Application Expires: 0 5/76 l/, (For ojfce: use only) MECHANICAL 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: Ci/ Z Tenant Name:_ t,..4"Reteti4e1 So 41 King Co Assessor's TaxNo.: S12. 41P.°/03'. Suite Number: Floor: New Tenant: 0 Yes �No PROPERTY OWNER Name: ea r11. Address Sox, -we) Ale 21?6 City: 5v, 4 State ip4tii'z'1 `CONTACT PERSON -person receiving allproject communication Name: (t N../) A A sit, 't IA.I�0II Address: utipOD S 1 -64HN 2.1 City:LaxicLe State: , ,` Zip:ng1`_v Phone ^ „s•/� u Fax:21/6�.�2 i / , g' 7000 Email:0L.tD/n„I►,0„1, a ok, .0pAr 6 eagow . MECHANICAL: CONTRACTOR' INFORMATION Company Name: +' -i C1 Pk..ks Address 5 is n n Citygt. 4.. State:l) Zi_"j 1 tos phone =a• aSo Li5 6 Fax: p xi.?P 700 Contr Reg No H04.10,,1pt 17415 p Date: a ,,,,zeb la Tukwila Business License No.: - Valuation of project (contractor's bid price): $ : 0 0 D v Describe the scope of work in detail: Q _ 4„p assn ,(. Use: Residential: New 0 Commercial: New Fuel Type: Electric ❑ Gas Replacement Replacement Other: H:\Applications\Forms-Applications On Line\2016 Applications\Mechanical Permit Application Revised 1.416.docx Revised: January 2016 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Residential, Nighttime Fumace >100k btu Industrial Floor furnace 55 dB(A) Suspended/wall/floor mounted heater 57 dB(A) Appliance vent Commercial . Repair or addition to heat/refrig/cooling system 47 dB(A) Air handling unit I <10,000 cfm 60 dB(A) Unit Type Qty Air handling unit Residential, Nighttime >10,000 cfm Industrial Evaporator cooler 55 dB(A) Ventilation fan connected to single duct 57 dB(A) Ventilation system Commercial . Hood and duct 47 dB(A) Incinerator — domestic I Incinerator — comm/industrial 60 dB(A) Unit Type Qty Fire damper Residential, Nighttime Diffuser Industrial Thermostat 55 dB(A) Wood/gas stove 57 dB(A) Emergency generator Commercial . Other mechanical equipment 47 dB(A) D t1 TI.t4MN. p I Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750.000 btu Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 *Daytim District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial . 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) A few sounds are exempt from the noise code, including: • Warning devices; • Construction and property maintenance during the daytime hours (7am-l0pm); • Testing of backup generators during the day. PERMIT: APPLICATIONNOTES - 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 extension of time for additional periods not to exceed 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. Signature: _� ` Date: 1-Ib-�-� Print Name: cX1flIP1i\ Day Telephone:_jaajp2SZ Mailing Address: Lel ADDO 1su L,30t at' / (Sj City State Zip H:\Applicaiions\Forms-Applications On Line \2016 Applications\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY '. PAID $340.68 M17-0174 Address: 9725 E MARGINAL WAY S BLDG 9-008 Apn: 5624201032 $340.68 Credit Card Fee $9.92 Credit Card Fee R000.369.908.00.00 0.00 $9.92 MECHANICAL $318.04 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $221.28 PLAN CHECK FEE R000.322.102.00.00 0.00 $63.61 TECHNOLOGY FEE $12.72 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12816 R000.322.900.04.00 0.00 $12.72 $340.68 Date Paid: Thursday, November 16, 2017 Paid By: HOLADAY PARKS Pay Method: CREDIT CARD 08264G Printed: Thursday, November 16, 2017 1:44 PM 1 of 1 CIESYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit / 7- c3 7 &f 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: Ab././ -N6 -meq -06 Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m. Requester: 71/4 Phone No: 2c 4' -'vle--(Q 3�rl1 Approved per applicable codes. L Corrections required prior to approval. COMMENTS: 0 - NkL V ce I-tiA) C�j L Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit $1417 -OJ 7'/ 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: R /NG g`®8 Type of Inspection: Rol) 6-1-/ IflECH )(-c Address: 51 2 Date Called: Special Instructions: Date Wanted: fr 1-5-18 p.m. Requester: --Pel4 Phone No: 2c@ 9I/=1e3C)V Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: ot<— g - i4/ MOH. C//G- 1 j er roo 7 SL) Inspector: Date: / REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit /l7 -®/7y 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: /Nl 9- 7 Type of Inspection rnEoi lol- F /Svuv01 Address: 1725 /1l/9iRR,/i -�/,j/v Date Called: Special Instructions: .8c-126- 9--eDr /riRe,5r14 kW -7 7 L $ Date Wanted: la -12— i7 a:m. p.m. Requester: Phone No: Approved per applicable codes. ['Corrections required prior to approval. COMMENTS: c> k- ,Z / / /N /V£CN AJC ,- ( /oR ?v 17"1S7A ' s 0,kK P lEW?-7i6.i'u Inspector: Date REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. 9- o% aay NE ISD ORFER ENGINEERS INC. TEST, ADJUST & BALANCE BALANCE REPORT like -Mg Building 9-118 ( Lobby Remodel? Seattle, Washington 2017-1205 Project Completion Date: 01/18/18 Revision Date: 0 WILLIAM C. NEUDORFER CERTIFICATION 2465 Exp. 3/31/19 Goa 55161aAve S Seattle, WA 98108 Phone (206) 621-1810 Fax (206) 343-9820 5c\ Re H..rorOc. Revision Number: 2501 SE Columbia Way, Ste. #230 Vancouver, WA 98661 Phone (503) 235-8924 Fax (503) 235-8925 tV\1- O\1+ Newtloner En ineers. Inc. Consuhing Engineers Seattle Portland PROJECT LOCATION Boeing Building 9-08 Seattle, WA TABLE OF CONTENTS Cover Report Title Certification Warranty 3 4 5 Terms & Abbreviations 6-7 Executive Summary 8 Heat Pump 9-10 TAB Drawings 11-14 Instrument Calibration Sheet 15 2 Report Title CERTIFIED TEST: BALANCE REPORT Project: Boeing Building 9-08 Lobby Remodel Seattle, Washington NEI Job#: 2017-1205 Engineer: FSI Consulting Engineers Contractor: Holaday Parks TAB Firm: Neudorfer Engineers Inc 5516 1st Avenue South Seattle, WA 98108 Test Engineer: Andy Eaden Architect: -- 5516 1st Ave S Seattle, WA 98108 Phone (206) 621-1810 Fax (206) 343-9820 3 WILLIAM C. NEUDORFER CERTIFICATION 2465 Exp. 3/31119 2501 SE Columbia Way, Ste. #230 Vancouver, WA 98661 Phone (503) 235-8924 Fax (503) 235-8925 CERTIFICATION The data presented in this report is a record of system measurements and final adjustments that have been obtained in accordance with the current edition of the NEBB Procedural Standards for Testing, Adjusting, and Balancing of Environmental Systems. Any variances from design quantities which exceed NEBB tolerances are noted in the Test -Adjust -Balance Report Project Summary. Significant / Noteworthy Remarks are noted on the General Remarks and General Field Notes pages. Other remarks are noted on individual test sheets. Noted deficiencies are not Neudorfer Engineers responsibility to repair. Prior to issuance of this report, Deficiency Reports are forwarded to our contracted agent. Warranty is limited to one year from the date of substantial completion. Within that time, any discrepancies, ambiguities, or omissions found in this report will be retested, adjusted, or balanced as needed. A written notification will be required. Submitted and Certified by: NEBB TAB Firm: Neudorfer Engineers Inc Certification No: 2465 Expiration Date: March 31, 2019 Certification Date: January 18, 2018 (Date completed) Signed and Sealed by: NEBB Supervisor: William C. Neudorfer 4 WILLIAM C. NEUDORFER CERTIFICATION 2465 Exp. 3/31/19 Neudorier Engineers Inc. Consulting Evgineters 5usadtltt Puellsrlitt Warranty Project: Boeing Building 9-08 Warranty of Services: Neudorfer Engineers, Inc. warrants that the air balancing, evaluated during this performance evaluation are operating at the specified levels as documented within this report. At and only this time, and makes no other warranties, stated or implied, concerning the continued performance, operation or safety in the use of this equipment past this time. Neudorfer Engineers warrants the air and hydropic balancing for 1 year from the date of substantial completion. Neudorfer Engineers reserves the right to correct errors or omissions in the collections of data. Warranty Procedures: For all warranty items, Neudorfer Engineers requires written request. The written request should be specific on the areas of concern, such rooms, or equipment, and the type of issue the occupants are experiencing. Once written notification is received, Neudorfer Engineers will schedule a Technician. It is recommended that an Owner or A/E Representative be on site at that time. Voided Warranty and Additional Charges: If a complaint issue is due to a mechanical equipment failure, control or maintenance related, the return trip maybe subject to a service charge, not covered under warranty. Neudorfer Engineers reserves the right to resolve any TAB issue. If a third party or competing Test & Balance Commissioning firm test or adjust any equipment, all project warranty is voided. (This is typical standard for the Mechanical industry, as Manufacture, Mechanical and Control Contractor voids all warranty when a competing firm tests or manipulates their systems.) Any return trips to the job site are subject to a service charge and a purchase order will be required before returning to the job site. Document Archiving An electronic file of all test documents will be kept on file until the end of the Warranty period. During that time an electronic copy of the test data will be provided a no charge. Any additional hard / bound copies requested will be subject to a fee. 5 Neud©rfer Engineers. tnc. Consulting Engineers Seartle Fkarllentl Terms and Abbreviations Project: AC or ACU Air Conditioner or Air Conditioning Unit Act. Actual ACCU Air Cooled Condensing Unit Address Equipment designation number given on the Control Program AH or AHU Air Handler or Air Handling Unit Amps Amperage AP Access Point APP. Application Arr Arrangement AVG Average BHP Brake Horsepower BTU British Thermal Units BTUH British Thermal Units per Hour CAV Constant Air Volume CBV Calbirated Balancing Valve (Circuit Setter) CC Cooling Coil CD Ceiling Diffuser CFLA Correct Full Load Amperage CFM Cubic Feet per Minute CH Chiller CHWS Chilled Water Supply CHWR Chilled Water Retum Coeff. Coefficient CP Circulating Pump CR Ceiling Register CRAC Computer Room Air Conditioner CRU Computer Room Unit CT Cooling Tower CU Condenser Unit CUH Cabinet Unit Heater CWS Condenser Water Supply CWR Condenser Water Return DAT Discharge Air Temperature DB Dry Bulb DD Direct Drive DDC Direct Digital Controls: EMS Control System for the HVAC Delta Difference, net decrease or increase 6 Des. Design Dia. Diameter Disch. Discharge DNL Data Not Listed EA Exhaust Air EAT Entering Air Temperature Economizer Controls and components that allow an air handler to logically utilize outdoor air for cooling as opposed to the use of mechanical cooling. EDC Electric Duct Coil EDH Electric Duct Heater EF Exhaust Fan EG Exhaust Grille EMCS Energy Management Control System ERU Energy Recovery Unit E.S.P. External Static Pressure Evap. Evaporator EWT Entering Water Temperature FCU Fan Coil Unit FD Fire Damper FH Fume Hood FLA Full Load Amperage: Maximum amperage a motor can draw. Flow Hood Instrument that captures air and converts the reading to CFM. FPB Fan Powered Box FPM Feet per Minute FR Field Report FT Foot, Feet FTU Fan Terminal Unit GPM Gallons per Minute HC Heating Coil HD Pressure Difference across the entering and leaving side of a pump. Heater O.L. Thermal overload protection for motors located at the motor starter (starter heaters) HEPA High Efficiency Particulate Arrestance HOA Hand / Off / Auto Switch HP Horsepower Neudorfor Engineers. Inc. Consulting: Eng)n ers Seattle Poreux: Terms and Abbreviations Project: HRC Heat Recovery Coil HUH Hydronic Unit Heater HVAC Heating Ventilation and Air Conditioning HWS Heating Water Supply HWR Heating Water Return HX Heat Exchanger HZ Hertz, cycle per second I.D. Inside Diameter in. inches in.w.g. inches of water gauge Kfactor Correction factor to the free area need to calculate CFM. KW Kilowatts LAT Leaving Air Temperature LWG Low Wall Grille LWR Low Wall Register LWT Leaving Water Temperature MAU Make-up Air Hangling Unit MBH 1,000 BTUH MAX. Maximum Flow Requirements for DDC MBH Mega BTUs per hour (1MBH=1,000BTUH) MIN Minimum Flow Requirements for DDC N/A Not Available N/S Not Shown or Specified OA Outside Air OBD Opposed Blade Damper O.D. Outside Diameter PD Pressure Drop. PH Phase PHC Preheat Coil Prim. Primary PSI Pounds per Square Inch RA Return Air RAT Return Air Temperature RF Return Fan RH Relative Humidity RHC Reheat Coil RPM Revolutions per Minute RTU Roof Top Unit 7 RVA Rotating Vane Anemometer -reads air velocity in feet per minute SA Supply Air SAT Supply Air Temperature S.F. Service Factor Schedule Design data obtained from the (sched) mechanical prints' schedule of equipment. SCR Silcon Controlled Rectifier Speed Controller SF Supply Fan SFD Smoke/Fire Damper SP Static Pressure Spec(s) Specifications sq.ft. square feet Submittals Submitted data on equipment (subs) capabilities. Suct. Suction SWG Sidewall Grille SWR Sidewall Register TAB Test; Adjust; and Balance Tach Tachometer Tech Technician TSP Total Static Pressure: Difference between the entering and leaving static pressure of a fan. TP Traverse or Test Point UH Unit Heater VAV Variable Air Volume; box that contains a motorized damper that modulates airflow. VD Volume Damper VFD Variable Frequency Drive Velgrid Instrument that reads used to read velocity in feet per minute. VP Velocity Pressure VVT Variable Volume Terminal WC Water Column W.G. Water Gauge WB Wet Bulb Neudorfer Engineers enc,_ Consulting Engineers Beate Portland PROJECT Boeing Bldg. 9-08 Lobby Remodel LOCATION Seattle, Washington EXECUTIVE SUMMARY This project has been balanced per plans and specifications using the National Environmental Balancing Bureau (NEBB) standards and procedures. Neudorfer Engineers performed the air balancing and water balancing on the following: (1) Existing Water Source Heat Pump. This fan has been checked for unit data, operating amperage, voltage, rotation, and operating static pressures. All outlets have been proportioned to ± 10% of design airflow unless otherwise noted. Existing Water Source Heat Pump (HPI C18) This existing heat pumps the remodeled Lobby and Office area of the Boeing Building 9-08. Design is 700 CFM and actual is 705 CFM (101% of design total). This heat pump is a direct drive motor and was wired for High speed. Neudorfer Engineers changed the wiring on the motor taps for the motor to run on Low speed, the proportioned the (6) supply diffusers. A total air round duct traverse was obtained on the outside air duct to verify the airflow. Refer to Duct Traverse Sheet T-01, for further details. Balancing diagrams are attached to this report with outlets numbered for locations. NATIONAL ENVIRONMENTAL BALANCING 'BUREAU 8 Neudorfer Engineers. n ` Consultirrg Engineers Seattle Portland uiww.Noutiorrorghi-t3 =:+ Heat Pump PROJECT: Boeing 9-08 Lobby Remodel LOCATION: Tukwila, WA PROJECT #: 2017-1205 DATE: 1/18/2018 CONTACT: Andy Eaden AUTHOR: SYSTEM/UNIT: HP1C18 AREA: Boeing Bldg. 9-08 Unit Data Unit Manufacturer Unit Model Number Unit Serial Number Unit Discharge Fan Rotation 11171 C18/Filter Filter Type Filter Quantity - Size 1 Filter Dimensions - Size 1 Daikin W. CCH. 4.024. D. K. Y. R. S. 03 AUBU142901299 Horizontal Clockwise Fiberglass 1 177/8"x235/8"x3/4" Test Data Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow OA Design Flow OA Actual Flow HP1C18/Fan Fan Speed Motor Volts T1-T2 Motor Amps T1 700 CFM 705 CFM (1) CFM (1) CFM (2) CFM 125 (2) CFM Low (3) Speeds 284 Volts 0.41 Amps Log: Tested By: Andy Eaden Date: 1/18/2018 Motor Data 11IP1 C18/Fan Drive Type Motor Manufacturer Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Direct Drive Mcquay 1/6 HP 1050 RPM 460 (4) Volts 1 60 Hz 0.60 Amps Test Pressures Actual Total SP Fan Discharge SP Fan Suction SP Filter DP Actual Coil DP Actual 0.42 in. wc 0.30 in. wc -0.12 in. wc 0.03 in. wc 0.06 in. wc HP1C18 HP1C18 HP1C18/Fan HP1C18/Fan 1/18/2018 1/12/2018 Andy Eaden Vinh Nguyen 1/18/2018 Andy Eaden 1/18/2018 Andy Eaden (1) There was no retum air design CFM and the return air intake is open to the above ceiling plenum (2) There was no design outside air CFM. Also the outside air duct is near the filter, but no connected directly to the heat pump. Thanks actual CFM was obtained from a total air round duct traverse. Refer to duct traverse sheet T-01, for further details. (4) This heat pump is wired for 460 volts for the compressor, but the motor is single phase, not 3 phase. (3) This direct drive motor is wired to run on either High or Low speed. HP1C18 Supply Outlet Summary System/Unit Area Served Type of Reading Outlet Type Size LxW ! D AK Design Velocity Design Value Prelim Reading Final Reading Final Remarks Outlet -01 Lobby Flowhood CD -1 6" round 1 - 50 150 50 100 Outlet -02 Office 100A Flowhood CD -1 6" round 1 - 150 160 155 103 Outlet -03* Office 100A Flowhood CD -1 6" round 1 - 150 130 140 93 (1) Outlet -04 Office 100A Flowhood CD -1 6" round 1 - 150 160 155 103 Outlet -05 Office 100A Flowhood CD -1 6" round 1 - 150 130 155 103 Outlet -06 Office 100B Flowhood CD -1 6" round 1 - 50 140 50 100 Totals: - - - - - 700 870 705 101 - Log: HP1C18/Outlet-03 1/18/2018 Andy Eaden (1 Volume damper is full open. Neudorfer Engineers, Inc. 9 Page 1 of 1 Neudorfer Enginee Consulting Engineers Seattle Portland rs. Inc. Duct Traverse PROJECT: Boeing 9-08 Lobby Remodel LOCATION: Tukwila, WA PROJECT #: 2017-1205 DATE: 1/18/2018 CONTACT: Andy Eaden AUTHOR: SYSTEM/UNIT: T-01/Total outside air for HP1C18 AREA: Boeing Bldg. 9-08 Unit Data Type of Traverse Round Diameter 10 in. Insulation Width 0 in. Air Flow Area 0.55 sq. ft. Number Of Rows 2 Readings Per Row 10 Total Readings 20 Log: Tested By: Andy Eaden Date: 1/18/2018 Final Data Sum of Readings 4506 Average Reading 225 FPM Design Total Flow (1) CFM Actual Total Flow 124 CFM Static Pressure 0.02 in. T-01/Total outside air for HP1C18 1/18/2018 Andy Eaden T-01/Total outside air for HP1C18 1/18/2018 Andy Eaden (1) No Design CFM was provided for this heat pump Shortridge Multimeter with Pitot Tube was used to obtain velocity readings. Hole 1 Traverse Data Points N 0 10 0 Neudorfer Engineers, Inc. Page 1 of 1 10 ami no/Wm:vacs. IJ. LLI z CT; w#9 Z ~ QQO rn> z 0 00 WQz ZZ 0Z= 0 co CT 0 Q Q W W w Q CO Q J z W Lu m o) x w0 Z P§ z O (/7 Q Z CD CSL Q o EY N cn N �. � A r.'" wtt $1' p 10k �`, V111111. ' §E , s f 4 LI u, 1 I � ! . �o g' 1.'sgay g N '�.S'ii ¢ 7 W' TW. rW. ,5 'ala GTyg'il I .- yi.a - lgi SbU@ u . G 3gg d i k 6. fl 0� om a 7 �iP P Pim nog, g, SCOPE OF WORK CODE SUMMARY PPE -n-11 sx o 2=i2s S o 98 9 44 �o i8800" E.2=8$86;886$$0,,2,221-m8mda8� LI Pefi EE VECMTY MAP AREA MAP z O (/7 Q Z CD CSL Q o EY N cn N �. � A r.'" wtt $1' p 10k �`, V111111. ' I z o J m coK c) cnI f _i fl 0� �.pV ' a 4d ` w J'4101111 /I J w .. w an W o � gtgi.. � C 5 a COVER SHEET th 2 m m 2 2 9 6 8 1 na t t t wJs /e MINIMS IM S de, a gl Q 1 k b$ 5 3 g eg? q gg §Q.Z t$6 e� u 8 e e s 15- 0. 0.1 5 a a c a e 9 9 SF $� Y g g g 8 g d 6,1 dEt yY a e8� e g _ R ea�Si Sp6 �b g" 9 $ m sc Amo s 8g !Iij � o �' m m� Y g Hca ,V sg � @ g a g am' �a s u 1 1 g 8 N Iii gi I" 6 s 7s gc�e"z Qg ag "@ a" $e $' �. r R y G B t€a 94 £, 22 M!I ss gNgygg yy Ya s a"8Te` bBg as$as ��h@fix q " C i 5 a 2 �� a 3� a F CI ' v $ 88 YS�E�a< Evg / DB2 4`� 0�8 3N� Y.� �e' g8Y s 2 Awa s Iss �6m sg 6€ Y Di - NgA€ OW ee IA _ M E : 0 Pg 1 M6.4).`-` gg � 8 1. 9 a s g • a " W '41 ges8 gil 60.gixi i 'H1 / $ k%1 0LL g gl -Pa & § s, e 8 2 8 fi 8' C 8 e a ygyg g ' 8 8 y G� g a I g Y8g' Lg 2 ';'I $ E, illsEgi xgOil 8 4 IA 1; re ! 4 1! 6 C K8 $ i � � i li g 8 8 5 8 2 fl GENERAL DESIGN NOTES a o 0 5 8 $ 8 s s 2 5 1/1 a X z 8 8 8 8 8 8 8 8 8 8 g 2 2 8 8 FL L2 2 8 Ym 6 2 28 Lr 8 8 C 8 8a 85 8 28 8 oC 88 8 8 9 8 8 2 48 4 8 5 Y 8 CONSTRUCTION NOTES HEAT PUMP ID NUMBERS HPI I HP2 _. _.. _I HP3 I_HP4 I HP5 O 1111 ta - --% F1Ttgi Y333.Ara38i8nni33i ViiitHiliiiiiiiiiiifffilliiiiiitiiiiat x$,xxzxx,,xx,=xx==,xxiizxzxx,xixxxxxxzxxxx= SmmBmmmmmmmmmmmrawwwwwww W i i i W wdatiLLffl - mm:mmmmmmm3T�SHHEIwwwWE LLCLLL KAli-� aao.aaaaan aaaao.a a.aaaaaanno.b 444.4 aaanaaauc xxxxxxxxx$xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx -=wsRR � ;@m2p3-Y8n.81„h:7f =====.1 aaaaaaaaaaaa 44444 aaaaaaaaaaaaaa !!N!!! -- - LLidiB asia��mm3n ni<t GER EXAMPLE: HP2016 AIR DIFFUSER / REGISTER / GRILL SCHEDULE C 8 2 8 8 8 L 2 8 8 8 KRUEGER 6590F23 8 8 8 8 2 8 2 c 2 8 5 G F c g F ig 8 8 4 3 8 8 8 8 8 8 8 S 8 8 8 8 8 8 8 8 8 8 8 N8 8 8 8 8 S w3 8 5 4 5 8 5 8 5 8 5 8 5 5 8 3 8 8 8 8 8 8 8 8 2 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 2 8 ECC CRATE CEIUNC RETURN GRILL EGG CRATE CEILING SUPPLY GRILL PERFORATED CEILING SUPPLY GRILL PERFORATED CEIUNG SUPPLY GRILL 8 2y d a 8 8 8 8 8 8 8 8 a PREFORATED CEILING 8 a 8 8 8 8 Lt - tn • 8 2 0 U N co co Z O o U w � m O w O O U-1 Z 0) EQUPMENT SCHEDULES co 4 cow 8 8 GENERAL NOTES O O O 0 -a erF2111" SECURITY BAR DEW. /1-- IA1577 ]8/16 :_ a th th, th, l Jit a O ik r� T f I I . ■S. '1/' , r t.�w° t IN ( `9l OC ! --/ �+ tom ^ `i� • 01 s/z=ii��1I --;,-1 $ O1/9! 1 9/14 ED 9/z \, V B g a 8 JJJ N � n0 � J i }'` 1. '® o I Of/Ob l� '_ / "A . �a ' I -,-1 � L _ L I(r'_ 0 /009/O1 i 9/zI Y 0 � J►991AC lul l ' O O O 0 o Li- go= N 0 U F N a)o Z OW U CO CO 0w W z U) N N_ 88 8 8 8 8 d 8 d' e a 41 s R s E E 8 a E 8 A 1 -a erF2111" SECURITY BAR DEW. /1-- IA1577 ]8/16 :_ a th th, th, l Jit a O ik o Li- go= N 0 U F N a)o Z OW U CO CO 0w W z U) N N_ 88 8 8 8 8 d 8 d' e a 41 s R s E E 8 a E 8 A 1 Neudorter Engineers. Inc. Consufling Engineers Seattle Portland Instrument Calibrations Instrument Type Air Data Meter with Flowhood Instrument Manufacturer Shortridge Instrument Model Number ADM 870 Instrument Serial # M97514 Calibration Due Date 3/24/2018 Instrument Type Tachometer Instrument Manufacturer Shimpo Instrument Model Number DT-207LR Instrument Serial # D1520236R Calibration Due Date 4/21/2018 Instrument Type Amp Probe Instrument Manufacturer Fluke Instrument Model Number 324 Instrument Serial # 28680012WS Calibration Due Date 4/21/2018 Instrument Type Temperature Probe Instrument Manufacturer Shortridge Instrument Model Number ADM 870 Instrument Serial # M97514 Calibration Due Date 3/24/2018 Instrument Type Air Foil Instrument Manufacturer Shortridge Instrument Model Number ADM 870 Instrument Serial # M97514 Calibration Due Date 3/24/2018 Instrument Type Hydrometer Instrument Manufacturer Shortridge Instrument Model Number HDM-250 Instrument Serial # W12178 Calibration Due Date 1/23/2018 15 eERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M17-0174 DATE: 11/16/17 PROJECT NAME: BOEING #9-08 - LOBBY REMODEL SITE ADDRESS: 9725 E MARGINAL WAY S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: - ,4u/ I — --(7 4i'4 A/4 Building Division Fire Prevention CI Planning Division Public Works ❑ Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 11/21/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/19/17 Approved Corrections Required ❑ Approved with Conditions ❑ Denied 111 (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 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 HOLADAY PARKS INC Home Espanol Contact Safety & Health Claims & Insurance Si) Washington State Department of Labor & Industries Search L&I Page 1 of 3 A -Z Index Help My i &I Workplace Rights Trades & Licensing HOLADAY PARKS INC Owner or tradesperson BECK, DAVID CARL Principals BECK, DAVID CARL, PRESIDENT CONNELL, DANIEL A, PRESIDENT GIRI, BIJIT, PRESIDENT PIZZEY, GRACE K, VICE PRESIDENT FREEL, JERRY LEE, VICE PRESIDENT PARKS, GERALD T JR, PRESIDENT (End: 08/12/2015) NAILON, JUNE ANNETTE, VICE PRESIDENT (End: 08/12/2015) O'CONNOR, BONNY K, SECRETARY (End: 08/12/2015) BECK, DAVID CLARENCE, TREASURER (End: 08/12/2015) VAN DER VEEN, ERIC M, VICE PRESIDENT (End: 08/14/2013) PIZZEY, GRACE KATHERINE, VICE PRESIDENT (End: 08/14/2013) VAN DER VEEN, JULIE ELIZABETH, MEMBER (End: 08/14/2013) CONNELL, DANIEL AARON, MEMBER (End: 08/14/2013) GIRI, BUIT, MEMBER (End: 08/14/2013) KIEL, RINALD HOWARD, MEMBER (End: 08/14/2013) WHITMYRE, CHRISTIAN, MEMBER (End: 08/14/2013) NELSON, MICHAEL, SECRETARY (End: 11/04/2010) PARKS, DAVID L, TREASURER (End: 11/04/2010) TALBOT, PAUL, TREASURER (End: 11/04/2010) 4600 S 134TH PL SEATTLE, WA 98168 206-248-9700 KING County WA UBI No. Business type 578 004 089 Corporation 1 1 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=578004089&LIC=HOLADPI379N0&SAW= 12/4/2017 Help us improve HOLADAY PARKS INC Page 2 of 3 ILicense Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. HOLADPI379NO Effective — expiration 01/21/1983— 09/03/2019 Bond ........_....... LIBERTY MUTUAL INS CO Bond account no. 23000452 $12,000.00 Received by L&I Effective date 08/23/2002 09/01/2002 Expiration date Until Canceled Insurance Charter Oak Fire Ins Co Policy no. DTCO1 F465357COF17 $1,000,000.00 Received by L&I Effective date 10/31/2017 11/01/2017 Expiration date 11/01/2018 Insurance history Savings No savings accounts during the prevlious 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts ........................ . No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 177,231-00 Doing business as HOLADAY PARKS INC Estimated workers reported Quarter 3 of Year 2017 "Greater than 100 Workers" L&I account contact T4 / CASSANDRA SMITH (360)902-5632 - Email: SMCA235@lni.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ........................................................ No strikes have been issued against this contractor. Contractors not allowed to bid ............................................................................................. No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 09/22/2016 No violations Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=578004089&LIC=HOLADPI379N0&SAW= 12/4/2017 VICI\ITY NAP PROJECT SITE FROM DOWNTOWN SEATTLE ❑ n 14-01 900 rn rn crk 99 EXIT 158 d Q EXIT 157 99 EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE -TACOMA AIRPORT DEV -LOPN E\TAL 599 TUKWILA FROM KENT & AUBURN CE\ TES NO SCALE 900 BOEING AIRCRAFT AND MISSILES GROUP BUILDING 9-08 LOBBY RENOVATION BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 AHA v AP 3ULD\C ADDRESS: 9725 EAST vAKI\AL WAY SO,TH TU<WILA, WASHI\GTO\ 9-08 3UILDI\G LOCATIO\ NO SCALE GE\HAL \OTES CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO JOHN MURDOCH AT BLDG. 9-51.2 COL M/2, AFTER COMPLETION OF THIS CONSTRUCTION. CODE SU V FVAY BUILDING CODE OCCUPANCY GROUP CONSTRUCTION TYPE LOCATION ON PROPERTY FLOOR AREA (ACTUAL): BUIDLING FOOTPRINT BUILDING GROSS 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR PENTHOUSE BUIDLING HEIGHT STORIES OCCUPANT LOAD: OFFICE © 1 TO 100SF MECH/STORAGE © 1 TO 300SF OTHER © 1 TO 100SF HANDICAPPED REQUIREMENTS FIRE PROTECTIONS SEPARATION EXTERIOR WALL (NON-BEARING) INTERIOR WALLS (NON-BEARING) INTERIOR WALLS (BEARING) STRUCTURAL FRAME FLOORS STAIR ENCLOSURES SHAFT ENCLOSURES ELEVATOR SHAFT CORRIDORS ROOF ROOFING CONSTRUCTION SEISMIC ZONE DESIGN LOADS: ROOF - SNOW LIVE FLOOR OFFICE (LIVE) DEAD MECH & STORAGE STAIRS & CORRIDOR WIND 2015 INTERNATIONAL BUILDING CODE B BUSINESS (GROUP B, PROFESSIONAL SERVICES - ENGINEERS) TYPE II -A (FORMERLY II -FR) MINIMUM 60 FT. ALL SIDES 50,207 SF (37,500SF X 2=75,000SF ALLOWABLE W/SPRINK INCR.) 253,832 SF 50,012 SF 50,207 SF 50,207 SF 50,207 SF 50,207 SF 2,992 SF 84'-1" ROOF PARAPET, 95'-3" PENTHOUSE PARAPET, 85' ALLOW 5 (5 ALLOW PER 97UBC, 5 +1=6 SPRINKLER ADD ALLOWABLE) 1ST FLR © 340 2ND, 3RD, 4TH, 5TH © 419 EACH BUILDING TOTAL = 2016 BARRIER FREE FULLY AUTOMATIC THROUGH - 1 HOUR UNPROTECTED (UBC & IBC) 1 HR 97UBC & 2003 IBC 2 HR 97 UBC, 1 HR 2003 2 HR 97 UBC, 1 HR 2003 2 HR 97 UBC, 1 HR 2003 2 HR 97 UBC & 2003 IBC 2 HR 97 UBC & 2003 IBC 2 HR 97 UBC & 2003 IBC 1 HR 97 UBC & 2003 IBC 1 HR 97 UBC & 2003 IBC FIRE RETARDANT: CLASS A ( CATEGORY 'D' 25 PSF 20 PSF 100 PSF 20 PSF (PARTITION) 125 PSF 100 PSF 110 MPH OUT F/S CLASS IBC IBC IBC FM CLASS 1 ARCHITECT'S INTENT: FOR 2015 IBC WORK DESIGN WILL MAINTAIN EXISTING LIKE KIND MATERIALS AND ASSEMBLIES PER 97 UBC REQUIREMENTS. 1) SEPARATE PERMIT 1 RE:OU: ED FOR: 0 Mechanical 1 l '1 iectricai IT/Plumbing [was Piping City of Tukwila ELill_? ;NG DIVISION REVISIONS No changes shall be. made to the scope of work without prior approval of Tukwila Budding Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. Penult Nor Plan review approval is Approval of construction the violation of any ado of approved d amis'on& wire code or ordinance. Receipt ed: City of Tukwila BUILDING DIVISION DAWI\G I \DEX DRAWING NUMBER SHEEP NUMBER TITLE REVISION NUMBER DATE 9 -08 -Al Al COVER SHEET -- 11.09.17 9-08-A2 A2 GENERAL DESIGN NOTES -- 11.09.17 9-08-1A01 1A01 EXITING PLAN C 11.09.17 9-08-1Al2 1Al2 FLOOR PLAN M 11.09.17 9-08-1A282 1A282 REFLECTED CEILING PLAN A 11.09.17 9-08-1 A450R 1 A450R ENLARGED FLOOR PLAN - REMOVAL -- 11.09.17 9-08-1A450 1A450 ENLARGED FLOOR PLAN -- 11.09.17 9-08-1A451R 1A451R ENLARGED REFLECTED CEILING PLAN - REMOVAL -- 11.09.17 9-08-1A451 1A451 ENLARGED REFLECTED CEILING PLAN -- 11.09.17 9-08-A350 A350 SCHEDULES -- 11.09.17 9-08-A370 A370 INTERIOR ELEVATIONS -- 11.09.17 9-08-A500 A500 MISC. SECTIONS AND DETAILS -- 11.09.17 9-08-A501 A501 MISC. SECTIONS AND DETAILS -- 11.09.17 9-08-1M12 1M12 HVAC FIRST FLOOR PLAN D 11.09.17 9-08-1M62 1M62 PIPING FIRST FLOOR PLAN A 11.09.17 9-08-1M262 1M262 FIRE PROTECTION FIRST FLOOR PLAN A 11.09.17 9,4-08-M4 M4 EQUIPMENT SCHEDULES G 11.09.17 9-08-1 E12R 1 E12R LIGHTING PLAN - REMOVAL G 11.09.17 9-08-1 E62R 1 E62R 208Y/120V POWER PLAN - REMOVAL P 11.09.17 9-08-1E12 1E12 LIGHTING PLAN G 11.09.17 9-08-1E62 1E62 208Y/120V POWER PLAN P 11.09.17 9-08-1E112 1E112 277Y/480V POWER PLAN C 11.09.17 9-08-E311 A E311 A LOW VOLTAGE LIGHTING CONTROL SCHEDULE -FIRST FLOOR C 11.09.17 SCOPE OF WOR REVIEWED FOR ODE COMPLIANCE APPROVED . NOV 3 0 2011 ity of Tukwila CONVERT APPROXIMATELY 1,200 SF OF EXISTING SHIELDED LABYRINTH SPACE IIILDI.M ENTRY VESTIBULE (200 SF), CONFERENCE ROOM (697 SF) AND STORAGE ROOM (118 SF). WALLS TO BE ADDED AND BRACED TO STRUCTURE ABOVE TO CREATE THESE SEPARATE SPACES. A NEW SUSPENDED ACOUSTICAL CEILING, WALL FINISHES, AND CASEWORK WILL BE ADDED. THE EXISTING FLOOR SYSTEM IS AN RAISED FLOOR SYSTEM THAT WILL BE REPLACED AND RECONFIGURED WITH A NEW RAISED FLOOR SYSTEM WITH THE FINISH FLOOR LEVEL BEING AT THE SAME LEVEL OF THE RECEDED EXISTING FLOOR LEVEL. THERE WILL BE NO CHANGES TO THE EXISTING BUILDINeITY OF TUKWILA CONSTRUCTION TYPE, OCCUPANCY GROUP OR EXITING SYSTEM. NOV 1 R 2017 PERMIT CENTER 'wio 1 7i1 ISSUE FOR CONSTRUCTION NOVEMBER 9, 2017 SITTS & HILL ENGINEERS, INC. CIVIL ■ STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474.9449 http://www.sitts-hili-engineers.com/ Project No.: 18001 Project Mgr.: BKL Proj. Engineer: BRL Proj. Drafter. SLM SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE LOBBY RENOVATION 33658 SITTS BKL 11.09.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN S. McCarthy CHECKED B. Labrecque DATE 08.22.17 08.22.17 SUBTITLE COVER SHEET CURRENT REVISION SYMBOL 33658 DATE 11.09.17 ENGINEER B. Labrecque CHECKED B. Leslie APPROVED 08.22.17 08.22.17 APPROVED TITLE ARCHITECTURAL MASTER LOBBY RENOVATION BUILDING 9-08 DEV .CENTER, WA SHEET Al JOB NO. 33658 COMP NO. DWG NO. 9 -08 -Al co 0 HANSONTW: 05/15/06 GENERAL DESIGN NOTES (GDN) BUILDING CODE AND SPECIFICATIONS: ALL CODE REFERENCES HEREAFTER SHALL CORRESPOND TO THE FOLLOWING EDITIONS WITH STATE OF WASHINGTON AND CITY OF TUKWILA AMENDMENTS TO BE USED, U.N.O.: EDITION 2015 ICC/ANSI A117.1-03 2015 2015 2015 2015 2011 2015 ASCE 31-03 ASCE/SEI 41-06 ASCE/SEI 7-10 MATERIAL STEEL WELDING COLD FORMED STEEL CODE INTERNATIONAL BUILDING CODE ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES INTERNATIONAL MECHANICAL CODE INTERNATIONAL FIRE CODE INTERNATIONAL PLUMBING CODE INTERNATIONAL ENERGY CONSERVATION CODE NATIONAL ELECTRICAL CODE INTERNATIONAL FUEL GAS CODE SEISMIC EVALUATION OF EXISTING BUILDINGS SEISMIC REHABILITATION OF EXISTING BUILDINGS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES CODE EDffION 14TH EDITION OF (AISC) STEEL CONSTRUCTION MANUAL. STRUCTURAL WELDING CODE — STEEL, (AWS) D1.1-15. 2012 (AISI) NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD—FORMED STEEL STRUCTURAL MEMBERS 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), WITH CITY OF TUKWILA AMENDMENTS SHALL BE USED AND SUPPLEMENTED WITH ASCE 7-10. (AISC) MANUAL OF STEEL CONSTRUCTION — 14TH EDITION. (AWS) STRUCTURAL WELDING CODE / STEEL — AWS D1.1-11. CONCRETE (ACI 318)-11. REINFORCING 2004 ACI DETAILING MANUAL (ACI SP -66). AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM) STANDARDS. LOADS: LIVE LOAD = 100 PSF WIND LOAD (INTERIOR STRUCTURE) = 5 PSF SEISMIC COEFFICIENTS FOR LATITUDE. 47.5163 DEGREES, LONGITUDE —122.2986 DEGREES AND SITE CLASS "D", BUILDING DESIGN CATEGORY "D": Ss = 1.515, S1 = 0.573 Sds = 1.010, Sd 1 = 0.573 GENERAL: THE CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS. ALL NEW CONSTRUCTION SHALL COMPLY WITH THE 2015 IBC (WITH STATE OF WASHINGTON AMENDMENTS) CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS OR MATERIALS, SUCH STANDARDS SHALL DE THE LATEST EDITION AND/OR ADDENDA, U.N.O. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL COORDINATE ALL DETAILS. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL ARCHITECTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE OWNER. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY, U.N.O. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL ARCHITECTURAL NOTES AND/OR SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. PLAN DIMENSIONS SHOWN ARE TAKEN TO FACE OF STUD OR FACE OF CONCRETE U.N.O. HEIGHTS SHOWN OR NOTED AFF (ABOVE FINISH FLOOR) ARE TO BE MEASURED FROM TOP OF FINISH FLOORING MATERIAL. DO NOT SCALE DRAWINGS. IF UNABLE TO LOCATE DIMENSIONS FOR ANY ITEM OF WORK, CONSULT OWNER FOR DIRECTION BEFORE PROCEEDING. IF DRAWINGS MEASURE LESS THAN 24" x 36", PRINTS ARE REDUCED FROM ORIGINALS. DETAILS SHOWN ON CONSTRUCTION DOCUMENTS SHALL BE INCORPORATED INTO THE PROJECT AT ALL APPROPRIATE LOCATIONS WHETHER SPECIFICALLY REFERENCED AT EACH LOCATION OR NOT. ADJUNCT CONSTRUCTION — THE EMBEDMENT OR PASSAGE OF PIPING, ELECTRICAL CONDUIT, DUCTWORK AND OTHER MATERIALS THAT WOULD REDUCE THE STRENGTH OF ROOFS AND/OR FRAMING IS NOT PERMITTED UNLESS THE WORK IS DONE IN ACCORDANCE WITH THE STANDARD DETAILS SHOWN ON THE CONSTRUCTION DOCUMENTS. THIS WORK MUST BE REVIEWED BY THE OWNER PRIOR TO CLOSING IN AND /OR CASTING. SEE STANDARD DETAILS AND PROJECT MANUAL FOR THE RELATIONSHIP OF UNDERGROUND CONDUIT AND PIPING TO FOUNDATIONS, FOR OPENINGS, FOR PIPING IN WALLS AND OTHER SPECIAL CONDITIONS REQUIRED FOR THIS PROJECT. WHERE PLAN NOTES CALL FOR THE CONTRACTOR TO INSTALL SPECIAL ITEMS, IT IS TO BE EXPLICITLY UNDERSTOOD THAT THE CONTRACTOR IS TO ALSO PROVIDE THAT ITEM AND ALL ACCESSORY EQUIPMENT REQUIRED TO INSTALL THAT ITEM(S). IF ITEM IS TO BE PROVIDED BY OWNER, IT WILL BE SO INDICATED. CONTRACTOR SHALL REPAIR ALL CONSTRUCTION DAMAGE NOT LIMITED TO GRASS, PAVED AREAS AND OTHER ITEMS TO. PRE—CONSTRUCTION CONDITION FROM DAMAGE DURING CONSTRUCTION. PROVIDE PHOTOGRAPHS PRIOR TO STARTING WORK AND DELIVER TO OWNER. CHANGES TO THE APPROVED DRAWINGS AND PROJECT MANUAL SHALL BE MADE BY AN ADDENDA OR CHANGE ORDER SIGNED BY THE OWNER. THE ELECTRICAL, PLUMBING, AND MECHANICAL DRAWINGS ARE DIAGRAMMATIC ONLY. DO NOT SCALE THE DRAWINGS TO DETERMINE THE LOCATION OF PROPOSED EQUIPMENT, OUTLETS, OR OTHER ITEMS. SEE SCHEDULES, DETAILS, AND CONSTRUCTION DOCUMENTS FOR MOUNTING HEIGHTS OF ACCESSORIES. MAINTAIN FIRE RESISTANCE RATING OF RATED ASSEMBLIES BEHIND RECESSED WALL ACCESSORIES, INCLUDING FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, MISCELLANEOUS ACCESSORIES, ELECTRICAL JUNCTION BOXES, AND OTHER ITEMS WHERE OCCURRING. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS THAT THE WORK OF THE CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE APPLICABLE CODES. SHOULD ANY EXISTING CONDITIONS SUCH AS DETERIORATION OR NONCOMPLYING CONSTRUCTION BE DISCOVERED WHICH IS NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISH WORK WILL NOT COMPLY WITH THE APPLICABLE CODES, A CHANGE ORDER OR SEPARATE SET OF PLANS AND SPECIFICATIONS, DETAILING AND SPECIFYING THE REQUIRED WORK, SHALL BE SUBMITTED TO AND APPROVED BY THE AGENCY HAVING JURISDICTION. MAINTAIN FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL FIRE CODE. CONCRETE: MINIMUM 28—DAY STRENGTH, f'c SHALL BE 4,000 PSI. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AT TRENCHES, FLOOR DUCTS, TURNDOWNS, ETC. MAXIMUM SLUMP IS 4 1/2" FOR CONCRETE WITHOUT PLASTICIZER. IF PLASTICIZER IS USED, A HIGHER FINAL SLUMP MAY BE ALLOWED UPON STRUCTURAL ENGINEER'S APPROVAL. MAXIMUM WATER/CEMENT RATIO (W/C) SHALL BE 0.45. COURSE AGGREGATE MATERIAL SHALL BE 3/4" MINUS, WELL GRADED. UNLESS APPROVED OTHERWISE IN WRITING BY THE STRUCTURAL ENGINEER, ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY CONTROL JOINTS AS SHOWN ON THE SLAB PLAN. PROVIDE AIR ENTRAINMENT (5% +/— 1 %) IN CONCRETE EXPOSED TO FREEZE—THAW ACTION. FLY ASH SHALL BE LIMITED TO 15% OF CEMENTITIOUS MATERIALS AND SHALL HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASH ADDITIVES SHALL BE USED IN FLATWORK. REINFORCING: USE ASTM A615, GRADE 60 (Fy = 60 KSI) FOR ALL DEFORMED REINFORCING, U.N.O. WHERE SHOWN ON DRAWINGS, ALL GRADE 60 REINFORCING TO BE WELDED SHALL BE ASTM A706. NO TACK WELDING OF REINFORCING BARS IS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER. CLEAR CONCRETE COVERAGES SHALL BE AS FOLLOWS: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH EXPOSED TO EARTH OR WEATHER #6 OR LARGER #5 AND SMALLER FLAT SLAB - ALL OTHER PER A.C.I. 318. 3" 2" 1 -1/2" 3/4" LAP SPLICES IN CONCRETE: LAP SPLICES, U.N.O., SHALL BE CLASS "B" TENSION LAP SPLICES PER ACI 318. STAGGER SPLICES A MINIMUM OF ONE LAP LENGTH. ALL REINFORCING SHALL BE CHAIRED TO ENSURE PROPER CLEARANCES. SUPPORT OF FOUNDATION REINFORCING MUST PROVIDE ISOLATION FROM MOISTURE/ CORROSION. ALL SPLICE LOCATIONS SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON CENTERS. ALL BARS PER ACI SP -66. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH STANDARD 90—DEGREE HOOKS, U.N.O. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. CONCRETE/SEALING COMPOUND: CONCRETE CURING AND SEALING COMPOUNDS SHALL BE ASHFORD FORMULA BY CURECRETE DISTRIBUTION. APPLY PER MANUFACTURER'S RECOMMENDATIONS. DRYPACK: DRYPACK SHALL BE 5,000—PSI NON—SHRINK GROUT, FIVE STAR OR ACCEPTED SUBSTITUTION. INSTALL DRYPACK UNDER BEARING PLATES BEFORE FRAMING MEMBER IS INSTALLED. AT COLUMNS, INSTALL DRYPACK UNDER BASE PLATES AFTER COLUMN HAS BEEN PLUMBED BUT PRIOR TO STRUCTURE INSTALLATION. CONCRETE SLAB JOINT PROTECTION: JOINT PROTECTION SHALL BE PER SPECIFICATIONS, PLANS AND DETAILS. RECOMMENDATIONS. BONDING AGENT AND CORROSION PROTECTION: A BONDING AGENT SHALL BE APPLIED TO EXISTING CONCRETE SURFACES WHERE NEW CONCRETE IS TO BE PLACED. USE "SIKA" ARMATEC 100 EPOCHEM BONDING AGENT AND REINFORCEMENT • PROTECTION, OR ACCEPTED SUBSTITUTION. PREPARE THE EXISTING CONCRETE SURFACES AND APPLY THE BONDING AGENT PER THE MANUFACTURER'S INSTRUCTIONS. CONCRETE REPAIR: AT EXISTING SLAB LOCATIONS WHERE THE SLAB SHOWS SIGNS OF SPALLING, CHIPPING OR DAMAGE, PROVIDE THE FOLLOWING REPAIR: 1. THE DAMAGED AREA SHALL BE CHIPPED AWAY OR SAWCUT AS REQUIRED TO PROVIDE A VERTICAL FACE ON ALL EDGES WITH A MINIMUM DEPTH OF 1/8" THROUGHOUT. 2. CLEAN THE DAMAGED AREA AND PROVIDE A PRIMER/SCRUB COAT OF SIKATOP 122 PLUS OR ACCEPTED SUBSTITUTION. 3. A REPAIR COAT OF SIKATOP 122 PLUS OR ACCEPTED SUBSTITUTION SHALL THEN BE ADDED TO FILL IN THE DAMAGED AREAS OF CONCRETE. 4. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON CONTRACTOR'S REVIEW. VERIFY ALL DIMENSIONS WITH OWNER. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DOCUMENTS SHALL BE CLOUDED BY MANUFACTURER OR FABRICATOR. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT DOCUMENTS AT ANY TIME BEFORE OR AFTER SHOP DRAWING REVIEW. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER SHALL NOT BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE ITEMS ARE CONSTRUCTED TO CONTRACT DOCUMENTS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. SPECIAL INSPECTION — STRUCTURAL ONLY: SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE BUILDING SAFETY DEPARTMENT. "SPECIAL STRUCTURAL INSPECTION" SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE CITY OR COUNTY INSPECTIONS REQUIRED BY SECTION 110.3 OF THE IBC. SPECIAL INSPECTION IS REQUIRED PER SECTIONS 1704 AND 1705 FOR THE FOLLOWING: 1. EPDXY AND ADHESIVE ANCHORS: A) DURING THE PLACEMENT OF ALL ANCHORS. 2. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: A) THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATION. B) THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE STRUCTURAL ENGINEER OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. C) UPON COMPLETION OF THE ASSIGNED WORK THE STRUCTURAL ENGINEER SHALL COMPLETE AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT TO THE BEST OF THEIR KNOWLEDGE THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. FOR ADDITIONAL INFORMATION ON SPECIAL STRUCTURAL INSPECTIONS, CONTACT THE STRUCTURAL ENGINEER PRIOR TO START OF CONSTRUCTION. JOINT PROTECTION: FOR SEALING PERIMETER JOINTS OF GYPSUM BOARD PARTITIONS TO REDUCE SOUND TRANSMISSION. PROVIDE JOINT SEALANTS FOR INTERIOR APPLICATIONS THAT ESTABLISH AND MAINTAIN AIRTIGHT AND WATER—RESISTANT CONTINUOUS JOINT SEALS WITHOUT STAINING OR DETERIORATING JOINT SUBSTRATES. PROVIDE JOINT SEALANTS, BACKINGS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY SEALANT MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. DOW CORNING CORPORATION OR APPROVED EQUAL. HOLLOW METAL DOORS AND FRAMES: 14 GAUGE COLD ROLLED• STEEL FRAME AND 16 GAUGE DOORS FOR EXTERIOR. 16 GAUGE COLD ROLLED STEEL FRAME AND FOR INTERIOR. CORNER CONSTRUCTION: WELD FULL DEPTH AND FACE, GRIND SMOOTH AND RE—PRIME. WELD INCLUDES FACES, RABBETS, SOFFIT AND STOPS. STANDARD HOLLOW METAL FRAMES: STEELCRAFT MANUFACTURING CO., CINCINNATI, OHIO CURRIES CO., MASON CITY, IOWA CECO CORP., OAKBROOK, ILLINOIS ATTACHMENT TO DRYWALL CONSTRUCTION: MANUFACTURER'S STANDARD COMPRESSION TYPE FOR DRYWALL TYPE FRAME. STEEL OR WOOD STUD TYPE TO ACCOMMODATE FRAME JAMB DEPTH AND FACE DIMENSION ON WELDED TYPE FRAME. FLUSH WOOD DOORS: FLUSH INTERIOR DOORS: SOLID CORE. THICKNESS: 1-3/4 INCHES CORE: WOOD BASED PARTICLE BOARD. SURFACE: MEDIUM DENSITY OVERLAY (MDO) PERFORMANCE DUTY LEVEL: HEAVY DUTY. QUALITY GRADE: PREMIUM. FINISH:PRIME AND PAINT. MOHAWK OR APPROVED EQUAL. GYPSUM BOARD ASSEMBLIES: INTERIOR GYSUM WALLBOARD PANEL SIZE: PROVIDE IN MAXIMUM LENGTHS AND WIDTHS AVAILABLE THAT WILL MINIMIZE JOINTS IN EACH AREA AND CORRESPOND WITH SUPPORT SYSTEM INDICATED. STANDARD GYPSUM BOARD: PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT NOT LIMITED TO THE FOLLOWING: GEORGIA—PACIFIC GYPSUM LLC; TOUGHROCK. CORE: 5/8 INCH, TYPE X. LONG EDGE: TAPERED. TRIM ACCESSORIES INTERIOR TRIM: ASTM C1047. MATERIAL: GALVANIZED OR ALUMINUM—COATED STEEL SHEET, ROLLED ZINC, PLASTIC, OR PAPER—FACED GALVANIZED STEEL SHEET. SHAPES: CORNERBEAD: USE AT OUTSIDE CORNERS. LC—BEAD (J—BEAD): USE AT EXPOSED PANEL EDGES. NON—STRUCTURAL METAL FRAMING: METAL STUD FRAMING AND ACCESSORIES AT INTERIOR LOCATIONS. SCAFCO STEEL STUD COMPANY, OR APPROVED EQUAL. ACOUSTICAL PANEL C®LING: CEILINGS CONSISTING OF ACOUSTICAL PANELS AND EXPOSED SUSPENSION SYSTEMS. ARMSTRONG, OR APPROVED EQUAL. ACOUSTICAL PANEL TYPE: CORTEGA 'SECOND LOOK' ACOUSTICAL PANEL COLORS : WHITE SIZE : 24"X48"X3/4" NOMINAL SIZE. CEILING SUSPENSION SYSTEMS USED PRIMARILY TO SUPPORT ACOUSTICAL TILE PANELS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF IBC 2015. CARPET TILE CARPET DIRECT—GLUED TO SUBSTRATE. MOHAWK COMMERCIAL CARPET — GT157 EMERGING LIGHTS II, COLOR: 898 GALACTIC FUSION BONDED, MANUFACTURED IN ONE COLOR DYE LOT, 24"X24" NOMINAL. COLORS: AS SELECTED FROM MANUFACTURER'S STANDARD COLORS. REDUCER: MERCER IMPERIAL 700. ADHESIVE: AS RECOMMENDED BY MANUFACTURER FOR DIRECT GLUE—DOWN INSTALLATIONS. ENTRANCE MATS: WALK OFF TILE DIRECT—GLUED TO SUBSTRATE. MOHAWK COMMERCIAL CARPET OR APPROVED EQUAL. FIRST STEP II TILE FUSION BONDED, MANUFACTURED IN ONE COLOR DYE LOT, 24"X24" NOMINAL. COLORS: AS SELECTED FROM MANUFACTURER'S STANDARD COLORS. REDUCER: MERCER IMPERIAL 700. ADHESIVE: AS RECOMMENDED BY MANUFACTURER FOR DIRECT GLUE—DOWN INSTALLATIONS. MANUFACTURED PLASTIC -LAMINATE -CLAD CASEWORK: LOWER BASE CABINETS WILSONART — SKYLINE WALNUT 7964K -12S COUNTERTOP DALTILE ONE QUARTZ — FRESH LINENS N066 SOLID SURFACE UPPER WALL HUNG CABINETS WILSONART — PHANTOM ECRU 8212K-8 HARDWARE: AMERLOCK 5" BP36571G10 MONUMENT (CAFE CABINETS) PULLS: WIRE PULLS THROUGH BOLTED FROM BACK SIDE. CATCHING DEVICES: MAGNETIC WITH A MINIMUM 7—POUND PULL. DRAWER SLIDES MAY BE ABS SELF—LUBRICATING SLIDES. SHELF HARDWARE: PROVIDE SELF—LOCKING PINS. FABRICATION TO COMPLY WITH AWI SECTION 1600B. RAISED FLOOR SYSTEM: PROVIDE AND INSTALL RAISED FLOOR SYSTEM BY TATE ACCESS FLOORS OR PRE—APPROVED EQUIVALENT. FLOOR PANELS SHALL BE CONCORE CC1250 (24"x24") UNTOPPED CONCRETE PANELS. PROVIDE BOLTED STRINGER UNDER STRUCTURE AND PEDESTALS IN A BASKET WEAVE CONFIGURATION AS REQUIRED TO SUPPORT THE PANELS. TOTAL RAISED ACCESS FLOOR SYSTEM HEIGHT SHALL BE 1'-2" (FIELD VERIFY). EACH PEDESTAL SHALL BE ANCHORED TO EXISTING CONCRETE SLAB WITH (2) 3/8" DIAMETER KWIK—BOLT TZ ANCHORS EMBEDED 2" (2 3/8" NOMINAL) MINIMUM. VERIFY REQUIRED ANCHOR SIZE WITH PEDESTAL BASE PLATES. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS (INCLUDING SEISMIC ANALYSIS) OF THE RAISED FLOOR SYSTEM PRIOR TO INSTALLATION FOR REVIEW AND APPROVAL. PAINT AND COATING: INCLUDES SURFACE PREPARATION AND FIELD APPLICATION OF PAINTS. ALL PAINT TO SUPPLIED BY: GLIDDEN PROFESSIONAL 22643 83RD AVENUE SOUTH SUITE E&F KENT, WASHINGTON 98032 SURFACES: CORRECT DEFECTS AND CLEAN SURFACES CAPABLE OF AFFECTING WORK OF THIS SECTION. REMOVE OR REPAIR EXISTING COATINGS EXHIBITING SURFACE DEFECTS. PAINT COLOR SCHEDULE MARK MANUFACTURER COLOR (SIZE) SHEEN LOCATION PT-1 GLIDDEN PROFESSIONAL CRISP LINEN A0057 61YY 89/040 EGGSHELL FIELD COLOR— ALL INTERIOR WALLS AND CEILINGS UNLESS OTHERWISE NOTED. PT -1 GLIDDEN PROFESSIONAL CRISP LINEN A0057 61YY 89/040 LOW LUST DEMOUNTABLE PARTITION DOOR FRAMES PT -2 GLIDDEN PROFESSIONAL ICON GREY A2012 (OONN 31/000) LOW LUST HOLLOW METAL DOORS AND FRAMES PT -1 GLIDDEN PROFESSIONAL FROST A1842 55YY 80/072 EGGSHELL HALLWAY COLOR — INTERIOR WALLS DOOR HARDWARE EXTERIOR DOOR (S2) 8 HINGES (4 EACH DOOR) 2 EXIT DEVICE 2 LEVER TRIM 2 RIM HOUSING 2 CONSTRUCTION CORE 2 OVERHEAD STOP 2 SURFACE CLOSER 2 KICK PLATE 1 THRESHOLD 1 GASKETING 1 AUTOMATIC OPENER 2 DOOR SWEEP 1 CARD READER INTERIOR DOOR (100) 8 HINGES (4 EACH DOOR) 2 EXIT DEVICE 2 LEVER TRIM 2 OVERHEAD STOP 2 SURFACE CLOSER 2 KICK PLATE 1 AUTOMATIC OPENER INTERIOR DOORS (100A AND 100B) 3 HINGE 1 LEVER LOCK 1 WALL STOP DEFERRED SUBMITTALS: HAGER VON DUPRIN VON DUPRIN YALE YALE GLYNN—JOHNSON YALE IVES PEMKO PEMKO RECORD—USA PEMKO (BY BOEING) HAGER VON DUPRIN VON DUPRIN GLYNN—JOHNSON YALE IVES RECORD—USA HAGER YALE IVES BB1191 5" X 4-1/2 NRP 9927 36" 996L #6 X US26D 1212 121 OT 104S 4400 8400 10"X34" 151 72" S88D 20' 8100 SERIES 36" 308_PK 26" BB1191 5" X 4-1/2 NRP 9927 36" 996L #6 X US26D 104S 4400 8400 10"X34" 8100 SERIES 36" 1279 4-1/2 X 4-1/2 AU5401LN X US26D WS402CCV SHOP DRAWING SUBMITTALS REQUIRED BY THESE GENERAL ARCHITECTURAL NOTES WHICH CONTAIN DESIGN CALCULATIONS SEALED BY A REGISTERED ENGINEER OTHER THAN THE ENGINEER OF RECORD SHALL BE SUBMITTED PRIOR TO CONSTRUCTION TO THE BUILDING OFFICIAL FOR REVIEW. THE DOCUMENTS WILL FIRST BE REVIEWED BY THE OWNER AND ENGINEER OF RECORD AND DETERMINED TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN. THESE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE BUILDING OFFICIAL HAS APPROVED THEIR DESIGN AND SUBMITTAL DOCUMENTS. THE FOLLOWING ITEMS SHALL BE SUBMITTED PER THIS SECTION: AUTOMATIC SPRINKLER SYSTEM VI- 01 ISSUE FOR CONSTRUCTION NOVEMBER 9, 2017 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 30 2 U City of Tukwila BUILD:. RECEIVED CITY OF TUKWILA NOV 16 2017 PERMIT CENTER SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474-9449 1 FAX: (253) 474-9449 http://www.sitts-hill-engineers.com/ Project No.: 18001 Proj. Engineer: BRL Project Mgr.: BKL Pro j. Drafter: SLM SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE LOBBY RENOVATION 33658 SITTS BKL 11.09.17 Q� BOE/NG° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN S. McCarthy CHECKED DATE 08.22.17 B. Labrecque 08.22.17 SUBTITLE GENERAL DESIGN NOTES CURRENT REVISION SYMBOL 33658 DATE 11.09.17 APPROVED BY DEPT. DATE ENGINEER B. Labrecque CHECKED B. Leslie APPROVED 08.22.17 08.22.17 APPROVED TITLE ARCHITECTURAL LOBBY RENOVATION BUILDING 09-08 B.5 -D/17.5-19 DEV. CENTER, WA SHEET A2 JOB NO. 33658 COMP NO. DWG NO. 09-08-A2 10:59:12 PM SMCCARTHY: 8/16/2017 KT) (5) MATCH LINE (FOR CONTINUATION SEE SHEET 1M1 n 1M12 20/16 24/12 150 250 T\ Z / 250 HP1C14 CESS TYP. SECURITY BAR DET L 1M12 M527 1650 HI'1A� TYP 4 PLACES -'1200 H151 Fi 71 5° TYP 3 PLACES HP1E17 150 CFM 159iP1 B1' FRST FLOO HVAC PLAN SCALE: 1/8"=1 -0" KEY P_AN NO SCALE PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED 20 J 54 GENERAL NOTES: 1. 1YPICAL HEAT PUMP NUMBERING SYSTEM: �- EQUIPMENT NUMBER FOR MAINTENANCE & LABEL. EQUIPMENT SIZE. SEE SCHEDULE ON SHEET M4. SMOKE REMOVAL CONTROL PANEL. SYMBOL FOR CRG S > TYPICAL. . SEE SOUND ATTENUATOR INSTALLATION DETAIL 6 1 M1 j M527 AUTOMATIC FIRE/SMOKE DAMPER AND SECURITY GRILLE SECURITY GRILLE CONSTRUCTION NOTES: HEAT PUMP TO BE INSTALLED SUCH THAT ALL REQUIRED ELECTRICAL CLEARANCES ARE PROVIDED. VERIFY HEAT PUMP ORIENTATION BEFORE INSTALLATION. PROVIDE FIRE DAMPER. COORDINATE WALL PENETRATION AND DUCT ACCESS PANEL WITH ARCHITECT . PROVIDE 18x10" SOUND LINED TRANSFER DUCT. SOUND LINING TO BE 1" THICK. COORDINATE WALL PENETRATION WITH ARCHITECT. PROVIDE HEAT PUMP, DAIKIN MODEL WCCW24. COORDINATE EQUIPMENT PROCUREMENT WITH BOEING SURPLUS. CONTRACTOR TO PROVIDE REPLACEMENT HEAT PUMP TO BOEING SURPLUS. INTEGRATE HEAT PUMP INTO EXISTING BUILDING CONTROL SYSTEM. 6. BASED OFF OF FIELD INVESTIGATION, THERE HAS BEEN NO EVIDENCE FOUND INDICATING EXISTING HEAT PUMPS ABOVE THE LOBBY SPACE. PRICING TO BE MADE UNDER THE ASSUMPTION NO HEAT PUMP OR DUCT REMOVAL WILL BE REQUIRED. LINE (FOR CO TINUATION SEE SHEET 26/16 24/16 AFS D AFSD 20/16 FD 1 6/1 2 20/16 FD 16/12 2M11 M520 17/40 24/20 AFSD 24/18 FLEXCONN, 00 D CLOSED -OFF BLANKED-OFFSUPPLY DAMPER 12/10 SUPPLY DUCT W/ DIFFUSER FLEX 26/14 RETURN C1NN` D (�FFUSER INSPECTION DOOR 260 NOV 3 0 2D ! of Tukwil LDING1 ION 260 PARTIAL FRST FLOCHVAC PLAN SCALE: 1 4 =1 -0 ECEIVER OF TUKWILA .,UV 16 2017 TYPICAL 6 PL PERMIT CENTER SYM A B REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE C D LOCK DOWN 9-08.1, 11B17 D17 LOCK DOWN FOR 11D15 F22 WHITE ROOM RECONFIGURATION SCHEMATIC STUDIES FOR NEW BUILDING ENTRY J#546430-00 J#546777-00 J#160652-00 33658 C. HARRAH M.WONG M.WONG FSi RWS RWS 7.9.04 02.02.05 MW FOR RWS AWL 02.16.07 11.09.17 Q� BOE/NG° ACCEPTABILITY C/- ,,.09.,7 THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN M. CAUNITIS DATE 10.01.90 CHECKED W. HENCKEL ENGINEER M. CAUNITIS CHECKED W. HENCKEL APPROVED K. RAMSEY APPROVED D. SEPTELKA 10.01.90 10.01.90 10.01.90 10.01.90 simo 10.01.90 SUBTITLE ISSUED FOR CONSTRUCTION NOVEMBER 09, 2017 CURRENT R ISION SYMBOL 33658 0 • FSi consulting engineers Seattle, Washington Solutions & Service HVAC 1ST FLOOR PLAN DATE 11.09.17 TITLE SCHEMATIC STUDIES FOR NEW BUILDING ENTRY MECHANICAL MASTER BUILDING 9-08.1 COLA -F/14-20 DEV. CENTER, WA SHEET 1M12 JOB NO. COMP NO. DWG NO. 9-08-1M1 2 5"RWL PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED 15 GE\ EAL OTES 1. TYPICAL HEAT PUMP NUMBERING SYSTEM: EQUIPMENT NUMBER FOR MAINTENANCE & LABEL. EQUIPMENT SIZE. SEE SCHEDULE ON SHEET M4. 2. SLOPE ALL ID PIPING 1/8" PER F. IN THE DIRECTION OF FLOW. 3. FOR EXACT LOCATION OF HP'S SEE SHEET 1M12. ALSO SEE SCHEDULE ON SHEET M4 OF PIPE SIZES 5 AND 3 TYP. M311 TYP. M521 CO\S-RUCTIO\ \OTES PROVIDE FLEX CONNECTION. CONNECT TO EXISTING CONDENSATE DRAIN. MATCH SLOPE AND PIPE SIZE OF EXISTING CONDITIONS. ALL PIPING, SUPPORTS AND INSULATION TO MATCH EXISTING CONDITIONS. LEGEND: EXISTING WALLS NEW FULL -HEIGHT PARTITION DEMOUNTABLE PARTITION FURNISHED AND INSTALLED BY OWNER -- PROGRAM PERIMETERS AND STC 45 PARTITION - - — STC 45 PARTITION STC 50 PARTITION AND PROGRAM PERIMETERS ylftOI14- ISSUED FOR CONSTRUCTION NOVEMBER 09, 2017 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 3 0 2011 City of Tukwila BIJIDINGDIVISIOR RECEIVED CITY OF TUKWILA NOV 16 2017 PERMIT CENTER FSi consulting engineers Seattle, Washington SYM A REVISION SCHEMATIC STUDIES FOR NEW BUILDING ENTRY 33658 BY FSi APPROVED DATE SYM REVISION BY APPROVED DATE AWL 11.09.17 ,,.09.,7 swan ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K.BUN DATE 4.16.01 CHECKED C.HARRAH ENGINEER CHECKED APPROVED APPROVED 4.16.01 SUBTITLE PIPING 1ST FLOOR PLAN Solutions & Service DATE CURRENT REVISION SYMBOL 33658 A 11.09.17 TITLE SCHEMATIC STUDIES FOR NEW BUILDING ENTRY MECHANICAL MASTER BUILDING 9-08.1 COL. A -F/14-20 D.C. SHEET 1 M62 JOB NO. COMP NO. DWG NO. 9-08-1 M62 1 1/2" ID DN TO S.SINK MATCH LINES ( FOR CONTINUATION SEE SHEET 1M62) / 1 1/2" ID <100,,,, 3"HPWR CO 1 1/2" ID 3"HPW I f - If- - CO �H H -- -40,91 HP1 D1 4 ^ HP1F14 -1IC0 \iHP2/ 3"HPWR • 5" RWL DN / � "P3 1 ID 3"HPWS H 1�C1 ' I I - CO �, • P3 J _ HiS1 Bi 4 0 6 P1 E14 HP1E14 \HP2/ \FIP2/ CO K-___livv H CO u,. 1051 FLEX 1" COPPER MI 101 1 Hi51 B15 OUTLET \HP2/P-TRAP BOVE) / •e 1" DRAIN LINE 1141 2"HPWS " (INSULATED)^ 1 1 /2 ID --�° HP1 C1 ' \ SUPPLY C0) L 2"HPWR P2 LEX "�1 12/10 E15 CONN. -i-FLEX \t-IP2/ _ 24 18 o I DUCT HP1A1 INSP. 48» RETW DOOR MI CO r \ Ili PIF HI51B1641111 ilkL ` 1 J 1 1 /2 1 DK....._ 1 1/2" ID HPWR CO ------1" ,--, HP1D16 414). .�''� , 2„ HPWR _HPWS \HP1/ vv ik 2"HPWS 1 �� `41111111 '9' \ I I 4111111. 4111110—..1111k IC I I , ,, HP1B174. CO ^ 1" ID HP1E17 P2�1C� 3 Al HP1C17 P3 \HPV CO•.-._. \--S- 1 HPWR �iPS, - 1"HPWS HP1 A17 ` C HPF1 17 P2/ IL ° \H P1/ 1 1/2" ID •- ,, 1 I ~ 100 Af� 1 TYPICAL HEAT PUMP SEE NOTE 3 - /\ I �� CO T i I I t HP1618 \HP1/ 2” HPWR 2" HPWS-----... CO CO 1 - l D- HP1A19 — 1 1/2" ID --- McQUAY MODEL MCQUAY MODEL \HP3/ CO HIS 61 015A #01.A \HP1/ • 1 ,--T- /� — 00 CO 'I I 1 I 1 PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED 15 GE\ EAL OTES 1. TYPICAL HEAT PUMP NUMBERING SYSTEM: EQUIPMENT NUMBER FOR MAINTENANCE & LABEL. EQUIPMENT SIZE. SEE SCHEDULE ON SHEET M4. 2. SLOPE ALL ID PIPING 1/8" PER F. IN THE DIRECTION OF FLOW. 3. FOR EXACT LOCATION OF HP'S SEE SHEET 1M12. ALSO SEE SCHEDULE ON SHEET M4 OF PIPE SIZES 5 AND 3 TYP. M311 TYP. M521 CO\S-RUCTIO\ \OTES PROVIDE FLEX CONNECTION. CONNECT TO EXISTING CONDENSATE DRAIN. MATCH SLOPE AND PIPE SIZE OF EXISTING CONDITIONS. ALL PIPING, SUPPORTS AND INSULATION TO MATCH EXISTING CONDITIONS. LEGEND: EXISTING WALLS NEW FULL -HEIGHT PARTITION DEMOUNTABLE PARTITION FURNISHED AND INSTALLED BY OWNER -- PROGRAM PERIMETERS AND STC 45 PARTITION - - — STC 45 PARTITION STC 50 PARTITION AND PROGRAM PERIMETERS ylftOI14- ISSUED FOR CONSTRUCTION NOVEMBER 09, 2017 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 3 0 2011 City of Tukwila BIJIDINGDIVISIOR RECEIVED CITY OF TUKWILA NOV 16 2017 PERMIT CENTER FSi consulting engineers Seattle, Washington SYM A REVISION SCHEMATIC STUDIES FOR NEW BUILDING ENTRY 33658 BY FSi APPROVED DATE SYM REVISION BY APPROVED DATE AWL 11.09.17 ,,.09.,7 swan ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K.BUN DATE 4.16.01 CHECKED C.HARRAH ENGINEER CHECKED APPROVED APPROVED 4.16.01 SUBTITLE PIPING 1ST FLOOR PLAN Solutions & Service DATE CURRENT REVISION SYMBOL 33658 A 11.09.17 TITLE SCHEMATIC STUDIES FOR NEW BUILDING ENTRY MECHANICAL MASTER BUILDING 9-08.1 COL. A -F/14-20 D.C. SHEET 1 M62 JOB NO. COMP NO. DWG NO. 9-08-1 M62 0-2 1ST FLOO PLA\ SCALE: 1/8' =1'-0" PROFESSIONAL STAMP Sc SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED 19 20 LEGEND: 0 SPRINKLER HEAD , PENDENT IN LINE SPRINKLER HEAD, UPRIGHT AUTOMA11C SPRINKLER RISER HALON SYSTEM AUTOMA11C DISCHARGE STATION SPRINKLER HEAD, SIDEWALL, UPRIGHT GENERAL NOTES: CONSTRUCTION NOTES: MODIFY EXISTING WET PIPE CLOSED HEAD FIRE SUPPRESSION SYSTEM CONFORMING TO ALL REQUIREMENTS FOR A LIGHT HAZARD OCCUPANCY AS DEFINED BY NFPA13. FLEXIBLE STAINLESS STEEL SPRINKLER DROP SYSTEM MAY BE USED TO LOCATE SPRINKLERS AS REQUIRED BY FINAL FINISHED CEILING TILES AND WALLS. THE DROP SYSTEM SHALL CONSIST OF A BRAIDED TYPE 304 STAINLESS STEEL FLEXIBLE TUBE, ZINC PLATED STEEL MALE THREADED NIPPLE OR VICTAULIC FIRELOCK IGS GROOVE STYLE 108 COUPLING FOR CONNECTION TO BRANCH -LINE PIPING, AND A ZINC PLATED STEEL REDUCER WITH A FEMALE THREAD FOR CONNECTION TO THE SPRINKLER HEAD. • THE DROP SHALL INCLUDE A UL APPROVED SERIES AH1 WITH 3" BEND RADIUS; AH2 OR AH2-CC BRAIDED HOSE WITH A BEND RADIUS TO 2" TO ALLOW FOR PROPER INSTALLATION IN CONFINED SPACES. • UNION JOINTS SHALL BE PROVIDED FOR EASE OF INSTALLATION. • THE FLEXIBLE DROP SHALL ATTACH TO THE CEILING GRID USING A ONE-PIECE BRACKET. THE BRACKET SHALL ALLOW INSTALLATION BEFORE THE CEILING TILE IS IN PLACE. • THE BRAIDED DROP SYSTEM IS UL LISTED FOR SPRINKLER SERVICES TO 175 PSI (1206 KPA) AND FM APPROVED TO 200 PSI (1380 KPA). REVIEWED FOR CODE COMPLIANCE APPROVED NOV a 0 2017 City of T BUILDING DIVISION M11- 0 1 1 Li- ISSUED FOR CONSTRUCTION NOVEMBER 09, 2017 O 1M260 1M261 z %M262 ECEIVED OF TUKWILA NOV 16 2017 PERMIT CENTER. • FSi consulting engineers Seattle, Washington SYM A REVISION SCHEMATIC STUDIES FOR NEW BUILDING ENTRY 33658 BY FSi APPROVED DATE SYM REVISION BY APPROVED DATE AWL 11.09.17 e.Eriem.mv6 SIGNED ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K.BUN DATE 4.16.01 CHECKED C.HARRAH ENGINEER CHECKED APPROVED APPROVED 4.16.01 SUBTITLE FIRE PROTECTION 1ST FLOOR PLAN CURRENT REVISION 33658 Solutions & Service DATE 11.09.17 SYMBOL A TITLE SCHEMATIC STUDIES FOR NEW BUILDING ENTRY MECHANICAL MASTER BUILDING 9-08.1 COL. A -F/14-20 D.C. SHEET 1M262 JOB NO. COMP NO. 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(NI •- I •- 1 z N 2 1 2 - 1 M -p 1 N 1 1 1 o .- N N1111t �1111 C ,10-0 10-0 10-0 r .. cv N ..o; - -00 2 2 ,- �- •L = 9-11 10-0 8-1 8-0 •' 4, 1-9 00 r` 1 2 2 2 1 r le.'' i 1-1 3 '' 'PAO cNl II �.. oo "' or z I I p 111. r 1c. ,W//r '% r te v� /Z! / ir i:I 1 1 9 1 /2 i +� 2 Anel rAir A/�i 1 I I r I '- i ,[.1 0.0 2 A_10 21_1 i 2 1020 %♦ •-Tr % ,. „ lhi ° 9-11 0 1G-0 / 18-11 "/ 8-0 •� Or Ali CD • •• ,A A/ 0 -404 1M262 M504 .� / 0 1 1 .�► 4-10 10-0 ®/ I "1-1 •/9211 1020 i►��211 `/ 8-0 ill,,/��Y� 5'-O" , 10'-0" .#4.77 JAYA,' • 1 1..... 2 2 4-10 10-. 2• 2 aimelor 1 2 • Abt3- 2 A 1-1 1 O 2-1 �o 0 -O p 1 r4-10' c /1 -0 2 2 2 . • Ilio 2 2 A3-5 1/2 9-11 10-0 8-11 10 0 ' ' 2 °O co o 1-1 2-1 EI _ I1 1ST FLOO PLA\ SCALE: 1/8' =1'-0" PROFESSIONAL STAMP Sc SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED 19 20 LEGEND: 0 SPRINKLER HEAD , PENDENT IN LINE SPRINKLER HEAD, UPRIGHT AUTOMA11C SPRINKLER RISER HALON SYSTEM AUTOMA11C DISCHARGE STATION SPRINKLER HEAD, SIDEWALL, UPRIGHT GENERAL NOTES: CONSTRUCTION NOTES: MODIFY EXISTING WET PIPE CLOSED HEAD FIRE SUPPRESSION SYSTEM CONFORMING TO ALL REQUIREMENTS FOR A LIGHT HAZARD OCCUPANCY AS DEFINED BY NFPA13. FLEXIBLE STAINLESS STEEL SPRINKLER DROP SYSTEM MAY BE USED TO LOCATE SPRINKLERS AS REQUIRED BY FINAL FINISHED CEILING TILES AND WALLS. THE DROP SYSTEM SHALL CONSIST OF A BRAIDED TYPE 304 STAINLESS STEEL FLEXIBLE TUBE, ZINC PLATED STEEL MALE THREADED NIPPLE OR VICTAULIC FIRELOCK IGS GROOVE STYLE 108 COUPLING FOR CONNECTION TO BRANCH -LINE PIPING, AND A ZINC PLATED STEEL REDUCER WITH A FEMALE THREAD FOR CONNECTION TO THE SPRINKLER HEAD. • THE DROP SHALL INCLUDE A UL APPROVED SERIES AH1 WITH 3" BEND RADIUS; AH2 OR AH2-CC BRAIDED HOSE WITH A BEND RADIUS TO 2" TO ALLOW FOR PROPER INSTALLATION IN CONFINED SPACES. • UNION JOINTS SHALL BE PROVIDED FOR EASE OF INSTALLATION. • THE FLEXIBLE DROP SHALL ATTACH TO THE CEILING GRID USING A ONE-PIECE BRACKET. THE BRACKET SHALL ALLOW INSTALLATION BEFORE THE CEILING TILE IS IN PLACE. • THE BRAIDED DROP SYSTEM IS UL LISTED FOR SPRINKLER SERVICES TO 175 PSI (1206 KPA) AND FM APPROVED TO 200 PSI (1380 KPA). REVIEWED FOR CODE COMPLIANCE APPROVED NOV a 0 2017 City of T BUILDING DIVISION M11- 0 1 1 Li- ISSUED FOR CONSTRUCTION NOVEMBER 09, 2017 O 1M260 1M261 z %M262 ECEIVED OF TUKWILA NOV 16 2017 PERMIT CENTER. • FSi consulting engineers Seattle, Washington SYM A REVISION SCHEMATIC STUDIES FOR NEW BUILDING ENTRY 33658 BY FSi APPROVED DATE SYM REVISION BY APPROVED DATE AWL 11.09.17 e.Eriem.mv6 SIGNED ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K.BUN DATE 4.16.01 CHECKED C.HARRAH ENGINEER CHECKED APPROVED APPROVED 4.16.01 SUBTITLE FIRE PROTECTION 1ST FLOOR PLAN CURRENT REVISION 33658 Solutions & Service DATE 11.09.17 SYMBOL A TITLE SCHEMATIC STUDIES FOR NEW BUILDING ENTRY MECHANICAL MASTER BUILDING 9-08.1 COL. A -F/14-20 D.C. SHEET 1M262 JOB NO. COMP NO. DWG NO. 9-08-1 M262 HEAT PUMP (HP) SCHEDULE MARK NUMBER FAN PERFORMANCE FILTER (SPECIAL DETACHED) AIR CONNEC1TONS AT FILTER BOX WATER FLOW GRISWOLD FLAW CONTROL ASSY COOLING PERFORMANCE HEATING PERFORMANCE MAXIMUM SET CFM REMARKS MAX. CFM EXT. STATIC IN. Wq. MOTOR FLA SIZE FACE VEL FPM vIAX-FINAL SP IN WG CFM/SIZE OTHER GPM MAX PRESS.DROP CONDENSER FT. WG HOSE SIZE HOSE LENGTH PSI RANGE FLOW RATE GPM 24x24 HOSE SET P/N EAT T DB/WB EWT °F TOTAL MBH SENSIBLE MBH HT. REJECT MBH POWER INPUT KW LAT °F DB EWT °F TOTAL HEAT MBH HEAT ABSORBED MBH POWER INPUT KW MANU./MODEL SIZE QUANTITY HP -1 486 0.5 0.86 1-24x24 120 0.3 75/6"0 PLENUM 3.0 3.4 1/2" 36" 2-32 3 140 K10-2DS 80/67 85 14.3 10.3 19.1 1.45 65 65 17.6 12.6 1.49 (4) MACQUAY/CCH 15A 77 EGG CRATE CEILING SUPPLY GRILL HP -2 955 0.5 1.0 1-24x24 240 0.3 145/7"0 PLENUM 6.1 4.6 3/4" 36" 2-32 6 .080 K10-2FS 80/67 85 29.3 21.8 39.5 2.99 65 65 37.0 26.2 3.19 (1) MACQUAY/CCH 30A 191 WHITE HP -3 1275 0.5 1.8 1-24x24 320 0.3 190/8"0 (5) PLENUM 8.6 10.7 3/4" 36" 2-32 9 TITUS SERIES 270 K10-2FS 80/67 85 41.7 31.4 55.8 4.1 65 65 54.0 39.3 4.30 (1) MACQUAY/CCH 42A 44 HP2B16 HP -4 1940 0.5 2.6 2-24x24 240 0.3 290/0 PLENUM 12.8 9.8 1" 36" 2-32 13 EXHAUST GRILL K10-2HS 80/67 85 61.3 46.7 82.7 6.3 65 65 60.1 43.0 5.02 1) MACQUAY/CCH 60A 9 .065 HP -5 800 0.72 2.4 1-24x18 240 0.3 160/8"0 PLENUM 6.2 11.08 1" 36" 2-32 6 WHITE K36-2HS 80/67 85 24.4 17.5 30.9 (T").8 65 65 28.1 21.5 2.2 (1) MACQUAY/WCCW 24 5 (1),(2),(3),(4) NOTES (1) R -410A REFRIGERANT (2) 460/3PH, 5.3 MCA (3) 14.7 EER (4) 4.23 COP AIR DIFFUSER / REGISTER / GRILL SCHEDULE MARK NUMBER TYPE MATERIAL FINISH FACE SIZE INCHES INLET/NECK SIZE INCHES MAXIMUM NOISE COEFFICIENT MAXIMUM TP INCH WG MAXIMUM SET CFM REMARKS CD -1 SQUARE CEILING DIFFUSER STEEL WHITE 24x24 60 33 .060 190 KRUEGER 6404F23 CD -2 SQUARE CEILING DIFFUSER STEEL WHITE 24x24 80 33 .110 275 KRUEGER 6404F23 CD -3 SQUARE CEILING DIFFUSER STEEL WHITE 24x24 100 36 .130 425 KRUEGER 6404F23 CD -4 SQUARE CEILING DIFFUSER STEEL WHITE 24x24 120 36 .127 550 KRUEGER 6404F23 CD -5 SQUARE CEILING DIFFUSER STEEL WHITE 24x24 140 48 .240 950 KRUEGER 6404F23 RG -1 EGG CRATE CEILING RETURN GRILL STEEL WHITE 24x24 24x24 29 .150 800 KRUEGER ECG-JNSF SG -1 EGG CRATE CEILING SUPPLY GRILL STEEL WHITE 24x24 22x22 --- .150 2900 KRUEGER EGC-JNSF SG -2 PERFORATED CEILING SUPPLY GRILL STEEL WHITE 24x24 60 34 .080 220 KRUEGER 6590F23 SG -3 PERFORATED CEILING SUPPLY GRILL STEEL WHITE 24x24 80 43 .200 380 KRUEGER 6590F23 SG -4 PERFORATED CEILING SUPPLY GRILL STEEL WHITE 24x24 100 44 .210 540 KRUEGER 6590F23 SG -5 SUPPLY GRILL STEEL WHITE 16x10 HP4B11 25 .120 720 TITUS SERIES 270 SG -6 SUPPLY GRILL STEEL WHITE 12x6 HP3B11 23 .120 280 TITUS SERIES 270 SG -7 SUPPLY GRILL STEEL WHITE 16x6 HP2B16 23 .100 400 TITUS SERIES 270 SG -8 SUPPLY GRILL STEEL WHITE 30x18 HP1B15 21 .100 2000 TITUS SERIES 270 EG -1 EXHAUST GRILL STEEL WHITE 14x8 HP5A5 29 .150 450 TITUS CORE 8F EG -2 EXHAUST GRILL STEEL WHITE 6x5 HP5A9 26 .065 50 TITUS CORE 23 EG -3 EXHAUST GRILL STEEL WHITE 8x6 HP5A15 29 .100 130 TITUS CORE 8F EG -4 EXHAUST GRILL STEEL WHITE 12x8 HP5A16 26 .040 280 TITUS CORE 23 EG -5 EXHAUST GRILL STEEL WHITE 18x16 HP5A17 32 .110 720 TITUS CORE 23 EG -6 EXHAUST GRILL STEEL WHITE 24x16 HP2A15 33 .180 1200 TITUS CORE 23 EG -7 PREFORATED CEILING EXH GRILL STEEL WHITE 24x24 12x12 29 .150 600 TITUS 8F TYPE 3 SOUND ATTENUATOR (SA) SCHEDULE MARK NUMBER HEAT PUMP ID NUMBERS UNIT WIDTH X HEIGHT INCHES HP1 MAX FV FPM AIR QUANTITY CFM HP2 10-12 W -IERTZ REMARKS HP3 HP4 HP5 HP1A4A HP4C2 HP1A9 HP2B4 HP3A9 HP4A9 WEEEEE HP1A19 HP5C15 HP1B5A HP1B5A HP1A6A HP4C10 HP1A10 HP2B5 HP3Al2 HP4Al2 HP5B6 HP1C5 HP5C14 HP2E16 HP3A7 HP1A8 HP4C12 HP1A13 HP2B7 HP3A18 HP4A15 HP5B11 HP1C9 HP5C13 HP2E17 16 HP1B4 HP4C17 HP1A15 HP2B8 HP3B4 HP4A17 HP5B12 HP1C14 12x18 HP3C18 HP1C18 HP1B8 HP4C18 HP1A17 HP2B9 HP3B5 HP4B4 HP5B15 HP1D6 28 HP4A10 IAC TYPE S HP1B11 HP4D17 HP1B3 HP2B10 HP3B6 HP4B5 HP5B18 HP1D14 12 HP4A11 28 HP1B18 HP4E1 HP1B6 HP2B11 HP3B7 HP4B6 HP5C2 HP1E13 .10 HP4B10 500 HP1B19 HP4F1 HP1B9 HP2B12 HP3B8 HP4B7 HP5C12 HP1E17 17 HP4C11 u_ HP1C3 HP4F3 HP1B10 HP2B13 HP3B9 HP4B8 HP5C15 HP2C6 16 HP4D11 35 HP1C17 HP4F10 HP1B12 HP2B14 HP3B10 HP4B11 HP5C19 HP2C14 550 HP5B10 +1000 HP1D1 HP4F11 HP1B13 HP2B15 HP3B11 HP4B12 HP5D11 HP2D6 IAC TYPE S HP2C18 G HP1D7 HP4F14 HP1B14 HP2B16 HP3B12 HP4B13 HP5D12 HP2D9 HP1D16 HP4F16 HP1B15 HP2B17 HP3B16 HP4B14 HP5E1 HP2D14 HP1F1 HP5A5 HP1B16 HP2B18 HP3B17 HP4B15 HP5E2 HP3A14 HP1F10 HP5A9 HP1B17 HP2B19 HP3B18 HP4B16 HP5E7 HP3A15 HP1F17 HP5A15 HP1C3 HP2C2 HP3B19 HP4B17 HP5E10 HP3B15 HP2A4 HP5A16 HP1C8 HP2C8 HP3C3 HP4B18 HP5E11 HP3C6 HP2A9 HP5A17 HP1C12 HP2C11 HP3C8 HP4B19 HP5E12 HP3C9 HP2A15 HP5A18 HP1 D11 HP2C12 • HP3C11 HP4C3 HP5E13 -=---- HP2A19 HP5A19 HP1E1 HP2E2 HP3C12 HP4E2 HP5E17 HP3D6 HP2B6 HP5B5 HP1E2 HP2E3 HP3D2 HP4E3 HP5F6 HP3D14 HP2C3 HP5B8 HP1E3 HP2E4 HP3E1 HP4E4 HP5F11 HP3E2 HP2C17 HP5B19 HP1E4 HP2E5.. . HP3E3 HP4E5 HP5F13 HP4C6 HP2D1 HP5C3 HP1E5 HP2E6 HP3E4 HP4E6 HP5F16 HP4C14 HP2F3 HP5C9 HP1E6 HP2E7 HP3E5 HP4E7 HP5B13 HP4D6 HP2F7 HP5C17 HP1E8 HP2E8 HP3E6 HP4E8 HP4D9 HP2F9 HP5D3 HP1E11 HP2E9 HP3E7 HP4E9 HP4D14 HP2F16 HP5D15 HP1E14 HP2E10 HP3E8 HP4E10 HP4E16 HP3A3 HP5E3 HP1E15 HP2E11 HP3E9 HP4E11 HP5A3 HP3A19 HP5E5 HP1F3 HP2E12 HP3E10 HP4E12 HP5B4 HP3B13 HP5E8 HP1F4 HP2E13 HP3E11 HP4E13 HP5B7 HP3B14 HP5E15 HP1 F5 HP2E14 HP3E12 HP4E14 HP5B9 HP3C2 HP5F1 HP1 F6 HP2E15 HP3E13 HP4E15 HP5C6 HP3C17 HP5F4 HP1 F7 HP2F1 HP3E14 HP4F5 HP5C14 HP3F9 HP5F8 HP1F12 HP2F2 HP3E15 HP4F7 HP5C18 HP3F10 HP5F17 HP1F12 HP2F5 HP3E16 HP4F13 HP5D6 HP3F11 HP5F18 HP1 F14 HP2F12 HP3F1 HP4F17 HP5D9 HP3F16 HP2A3 HP2F14 HP3F3 HP5A4 HP5D14 HP3F17 HP2A6 HP2F15 HP3F6 HP5A7 HP5E4 HP4A19 HP2A9 HP3A4 HP3F14 HP5A10 HP5E6 HP4B3 HP2A13 HP3A7 HP4A4 HP5A1 HP5E9 HP4B9 HP2A17 HP3A8 HP4A6 HP5E14 SOUND ATTENUATOR (SA) SCHEDULE MARK NUMBER LENGTH FEET UNIT WIDTH X HEIGHT INCHES MAXIMUM PD IN /H20 MAX FV FPM AIR QUANTITY CFM MINIMUM REQUIRED ACOUSTIC RATING dB RE OCTAVE BAND CENTER FREQUENCY 10-12 W -IERTZ REMARKS RATING 63 125 250 500 1000 2000 4000 8000 SA -1 3 12x36 .11 550 1650 +1000 7 12 16 28 35 35 28 17 IAC TYPE S SA -2 3 12x24 .10 550 1000 +1000 7 12 16 28 35 35 28 17 IAC TYPE S SA -3 3 12x18 .10 550 750 +1000 7 12 16 28 35 35 28 17 IAC TYPE S SA -4 3 12x42 .11 600 2000 +1000 7 12 16 28 35 35 28 17 IAC TYPE S SA -5 3 6x24 .10 550 500 +1000 7 12 16 28 35 35 28 17 IAC TYPE S SA -6 3 12x12 .10 550 500 +1000 7 12 16 28 35 35 28 17 IAC TYPE S SA -7 3 6x12 .10 550 450 +1000 7 12 16 28 35 35 28 17 IAC TYPE S ID NUMBER EXAMPLE: HP2D16 NOTES: 1.) 460V/30/60Hz 2. 208V/30/60Hz 3.� 115V/1 0/60Hz (4) 208V/1 0/60Hz PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED 1 COLUMN LOCATION FLOOR HEAT PUMP CONSTRUCTION NOTES K11/0114 ISSUED FOR CONSTRUCTION NOVEMBER 08, 2017 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 3 0 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 16 2017 PERMIT CENTER FSI • consulting engineers Seattle; Washington Solutions & Service SYM A B REVISION BY APPROVED DATE RECORD DRAWINGS UPDATE EQUIPMENT LIST MJC SR KMR/DS RS/EJC 10.1.90 3.19.94 SYM F G REVISION RECORD DRAWING SCHEMATIC STUDIES FOR NEW BUILDING ENTRY 33658 BY SAZAN/SL FSi APPROVED DATE 12.09.13 AWL 11.08.17 C REPLACE HEAT PUMP 160082-00 DMV RS/EJC 7.29.96 D JSF MIC VTC PROJECT J#701437-00 C. HARRAH RWS 2.20.01 BLDGS 9-08 & 9-96 BR&T BELLEVUE RELOCATION W1901252 SAZAN/SS 08.06.13 Q� BOE/NG 11.08.17 ACCEPTABI LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN P. TRACEY DATE CHECKED R. MURRAY SUBTITLE EQUIPMENT SCHEDULES CURRENT REVISION SYMBOL 33658 G DATE 11.09.17 ENGINEER W. HENCKEL CHECKED W. HENCKEL APPROVED K. RAMSEY APPROVED D. SEPTELKA 10.1.90 TITLE MECHANICAL MASTER BUILDING 09-008 COL. N/A DEV. CENTER, WA SHEET M4 JOB NO. COMP NO. DWG NO. 09-08-M4