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Home My WebLink AboutPermit M14-0046 - BOEING #9-94 - CAFETERIA - ROOFTOP HVAC UNITS REPLACEMENT, DUCTWORK AND KITCHEN REMODELBOEING #9-94 CAFETERIA 9725 E MARGINAL WAY S M14-0046 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 MECHANICAL PERMIT 0003400018 Permit Number: M14-0046 9725 E MARGINAL WAY S BLDG 9- Issue Date: 094 Permit Expires On: BOEING #9-94 - CAFETERIA 4/1/2014 9/28/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 MARGIE DELEON PO BOX 249 , AUBURN, WA, 98071 AUBURN MECHANICAL INC PO BOX 249, AUBURN, WA, 98071 AUBURMI163BA Phone: (253) 838-9780 Phone: (253) 838-9780 Expiration Date: 9/12/2014 DESCRIPTION OF WORK: REMOVE AND REPLACE EXISTING ROOFTOP HVAC UNITS, NEW DUCTWORK AND KITCHEN REMODEL Valuation of Work: $450,000.00 Type of Work: REPLACEMENT Fuel type: GAS Fees Collected: $4,981.22 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKWILA Sewer Distric: TUKWILA SEWER SERVICE,VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 r Permit Center Authorized Signature: }�rM��r Date: lI" l toi I -1 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 permi . nd : ee to the conditions attached to this permit. Signature: Print Name: // f Ste' Date: 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: 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 1: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire -extinguishing system installed in accordance with this code. (IFC 610.2, IFC 904.2.1 and IFC 904.11) Automatic fire -extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 4: Type I hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. (IMC 507.2.1.1) 3: All new automatic fire -extinguishing systems and all modifications to existing automatic fire -extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 2: Portable fire extinguishers shall be provided within a 30-foot (9144 mm) travel distance of commercial - type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 5: U.L. central station supervision is required. (City Ordinance #2327) 7: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2328) 8: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 9: H.V.A.C. units rated at greater than 2,000 cfm require auto -shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2328) 10: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air -moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 11: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2328) 12: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2328) 13: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 6: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 15: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 16: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 17: 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. 18: 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. 19: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 20: 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. 21: 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). 22: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 23: 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. 24: ***MECHANICAL PERMIT CONDITIONS*** 25: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 26: Manufacturers installation instructions shall be available on the job site at the time of inspection. 27: Type 1 Hoods, the required grease duct leakage test and (light test shall be performed by a special inspection and testing agency in accordance with I.M.C. Chapter 5. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 FIRE FINAL 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL 0702 SMOKE DETECTOR TEST CITY OF TUK! 1 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. Yk. tL{-- 00q(p Project No. Date Application Accepted: 2 \ 1.1144 Date Application Expires: (For office 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 King Co Assessor's Tax No.: 5624201032 Site Address: 9725 East Marginal Way S Suite Number: Bldg 9-94 Floor: 1 Tenant Name: The Boeing Company PROPERTY OWNER Name: Boeing Development Center Address: 9725 East Marginal Way S City: Tukwila State: WA Zip: 98108 CONTACT PERSON — person receiving all project communication Name: Margie De Leon Address: P.O. Box 249 City: Auburn State: WA Zip: 98071 Phone: (253) 838-9780 Fax: (253) 833-1384 Email: margiedeleon@auburnmechanical.com New Tenant: ❑ Yes ❑t/ ..No MECHANICAL CONTRACTOR INFORMATION Company Name: Auburn Mechanical Address: P.O. Box 249 City: Auburn State: WA Zip: 98071 Phone: (253) 838-9780 Fax: (253) 833-1384 Contr Reg No.: AUBURMI163BA Exp Date: 09/12/2014 Tukwila Business License No.: BUS-0100148 Valuation of project (contractor's bid price): $ 450,000 Describe the scope of work in detail: Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Q Fuel Type: Electric ❑ Gas 0 Other: H:Npplications\Forms-Applications On Line\2011 Applications \Mechanical Penh Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling ystem Air handling unit <10,000 cfin 2 Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct 11 Ventilation system 6 Hood and duct 5 Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper 2 Diffuser 108 Thermostat Wood/gas stove Emergency generator Other mechanical equipment 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 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 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. BUILDING OWNE UTHORIZVI AG NT: Signature: Date: /_?// Print Name: Margie De on Day Telephone: (253) 838-9780 Mailing Address: P.O. Box 249 Auburn WA 98071 City State Zip H:\Applications\Fomu-Applications On Line\2011 Applications\Mechanical Permit Application Revised 8-9-I I.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $957.93 M14-0046 Address: 9725 E MARGINAL WAY S BLDG 9-094 Apn: 0003400018 $957.93 MECHANICAL $957.93 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R1252 R000.322.102.00.00 $957.93 $957.93 Date Paid: Thursday, February 13, 2014 Paid By: AUBURN MECHANICAL Pay Method: CHECK 0011850 Printed: Thursday, February 13, 2014 2:17 PM 1 of 1 rfipSYSTEMS Cash Register Receipt City of Tukwila Receipt Number R1649 DESCRIPTIONS PermitTRAK I ACCOUNT QUANTITY PAID $4,023.29 M14-0046 Address: 9725 E MARGINAL WAY S BLDG 9-094 Apn: 0003400018 $4,023.29 MECHANICAL $3,831.70 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 $32.50 PERMIT FEE R000.322.100.00.00 $3,799.20 TECHNOLOGY FEE $191.59 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R1649 R000.322.900.04.00 $191.59 $4,023.29 Date Paid: Tuesday, April 01, 2014 Paid By: AUBURN MECHANICAL Pay Method: CHECK 0011873 Printed: Tuesday, April 01, 2014 9:03 AM 1 of 1 CRSYSTEMS I1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit /41(/--c22/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projects,� -- aA/�I - i, Type of Inspection: jV(,,f k ' i)7G, Addrt•ss• ,( / /1 S- — / lei, 4Z— Date Called: Special Instructions: // (/ Date Wanted/ L 1:_ f-1 — ` / a.m. p.m. Requester: Phone No: `Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: )f14 7fA4v'- REiNSI'ECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 'ram r , fl-/ 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 Mt 4-oo4(' Project: i-o n&= 9 -14 Type of Inspection: e' : Pr D ut _k -t.A - Address: q 2"; F'„ MAf6:niAL Date Called: r`Vle(JJ, ;233F(A Special'Instructions: t 73a Date Wanted: -'t /�J /-�1J --) 4 <�' p.m. Requester: ..._.. Phone No: EjApproved per applicable codes. t� Corrections required prior to approval. COMMENTS: L.) -46\M.r\fi J/‘ [uJ% SS . I f ,> /7t1 l ,;(')J) nsp, ctor: Date' , /4 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 PE MIT NO. CITY OF'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; #100, Tukwila. WA 98188 (206) 431=3670 Permit Inspection Request Line (206) 431-2451 Project: i 5 7, : c Date Ca 2_ k2 MAr Date Wanted: Requester: Type of Inspection: 141,30,1> rekSk ` rI r a•m, j..� k--14 p.m.. Phone No: • Q Approved per applicable codes. ElCorrections required prior to approval. /COt++1MENTS: )44 A E s S1 eC.;>4-( c €( , O �� ix-1r r re ---, r r`T: Ok Aa cLt9A \ Inspectr: nO Date REINSPECTION FEE REQUIRED. Prior to next. inspection. fee must be 1-1 paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. _M /04 -- 401 INSPECTION RECORD Retain a copy with permit PEWIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit. inspection Request Line (206) 431-2451 fti(ed` "type Inspection:: ocffo-A a Oate Calved: c llnstructions: bate Wanted fict p? Requester: COMMENTS: In 6 Or: vfx • REINSPECTION FEE REQU Prior to next inspection. fee must be paid at 6300 Southcenter vd.. Suite 100, Celt to schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMIT N CI OF TUKWILA BUILDING DIVISION 6300 5oUthCenter"Blvd., #..100, Tukwila. WA 98188 (206) 431-3670 Permit; Inspection Request Line (206) 431-2451 Pro Ab 1-°14 Add cfik.tA SpecialInstructions: 'Type4of inspection; 06 bate Wanted."'' to orto - 5 p.m. - Appr+oved per apptkabk codes, E.,.J Corrections required prior to approval. /A C-oof e °_ D5 1 ( t OF- F voY REINSPECTION. FEE REQUIRED paid at-6300 Southcenter Blvd., Su' Date./ r. to next inspection. fee must be 100. Catt, to schetlute reinspectioa. h 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) 431-2451 Project: I`�-)O� l &} t -c! Type.of Inspection: .-'t P& b? i0- . i-.r.I L' L Address: r �1ZS 1A1Z6iN 1L,- Date Called: Special Instructions: (I {��.�i� Lit A*r,_ Date: Wanted: t`� — l r-t a:m p.m. Requester: Phone No: EiApproved per applicable codes. Corrections required prior to approval. COMMENTS: f A /4.; `"7 M Inspector: v v ` REINSPECTION FEE REWIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: 9 INSPECTION RECORD Retain a copy with permit INSPE N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro'e t Type of Inspection:t - Address: -i 72C- E w1844(NAt- Date Called: Special Instructions: ()A.-f4 IF12.0i- Date Wanted: -- k ; — I 44 aim, p:ni. Requester: Phone No: EiApproved per applicable codes. t.�.J Corrections required prior to approval. COMMENTS: /1 /r I ✓ Inspector/ AAA J- %A/ r " REINSFECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: I 4 -3O INSPECTION NO. PERMIT NO. /. CITY OF TUKWILA BUILDING DIVISION (J! V 1l 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 0 INSPECTION RECORD Retain a copy with permit Project:., } 6,'',o til ( 9` i"-1 Type of Inspection: , t�.0I / C.(1. J.Al A4F'(- ^, Address: q'/Z a 4\Irc:t 'tilt /_- Date Called: Spetiai`Instructions: Date Wanted: 7 j rxr.' p.m. Requester: Phone No: , i). �/9- : } r - A) 71, ElApproved per applicable codes. EJ Corrections required prior to approval. COMMENTS: i\. IV ' 1 ✓ A i \,. f ' .' - S 7 �- . ) / 1 , �it x t A Inspector: 1 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) 431-2451 Project: Type of In ectiony y Address: 72S Date Called: SpecialInstructions: Date Wanted: __2 - ly p.m. Requester�e 9/2 —7/,S3' Phone No: ElApproved per applicable codes. OCorrections required prior to approval. COMMENTS: /2 i Date: 6._ 7 'f I REINSPECTION FEE RED UIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector`/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 /tit'1 Project: Type,of Inspection: _ V Address: .-- Date Called: Special Instructions: Date Wanted: — .) .7 1 ' 7 (a.m p.m. Requester: Phone No: EiApproved per applicable codes. Corrections required prior to approval. COMMENTS: ) 0 /A D l� K_- car ) Q . , (, I•. Inspector: !� y Date: I /s 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. c CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 . (206) 431-3670 Permit Inspection Request Line (206) 431-2451. Project• 61. 7Chi e.-/� 4 q �- q 4 Typ( of Inspection: ,i .. 2i "� 1 � • Add ! 7, f ` M CA'tYv. ` AJ �k 4 4 Date Called: -----.. Special Instructions: Date Wanted! '1 *-i t'sm� P.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: r Di Y :--At 5 Inspelrtor: aLxict, ate. Date jf REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Efvd., Suite 100. Call to schedule reinspection. Air Handling Unit PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden. SYSTEM/UNIT: AHMB3 AREA: Dining/Servery 1111' Unit Manufacturer Unit Model Number Unit Serial Number Unit Discharge AHMB3 / SF Filter Bank Filter Manufacturer Filter Type Filter Quantity - Size 1 Filter Dimensions - Size 1 Not listed Not listed Not listed Horizontal Purolator Pleated 24 20x24x4 er ". AHMB3 / Supply Fan Starter Manufacturer Total Design Flow Total Actual Flow RA Design Flow RA Actual Flow AHMB3 / Supply Fan Fan RPM Design Fan RPM Actual Motor RPM Actual VFD Setting Motor Volts T1-T2 Motor Amps T1 ABB/VFD ata 27970 CFM 29035 CFM 27970 CFM 29035 CFM 1975 RPM / 1905 (2) RPM 1905 (2 RP 65.0 (2 477 (2) V 1 30 6(2) ps RECEIVED CITY OF TUKWILA AUG 0 4 2014 PERMIT CENTER Tested By: Andy Eaden Test Date: August 04, 2014 car Data:; AHMB3 / Supply Fan Drive Type Motor Manufacturer Motor Frame Motor HP Motor RPM Motor Rated Volt Motor Phase Motor Hertz Motor FLAmps Motor ie ace Mo air Efficien Mir PowerrYactor Direct Drive (5.. Smith 3 HP 750,PM 23 60 Volts 0 Hz 8/4 Amps 1.15 87.5 % 80.3 PF 'rssu Fin& Filter Inlet SP final Filter Outlet SP CIg Coil Inlet SP CIg Coil Outlet SP Htg Coil Inlet SP Htg Coil Outlet SP SF Suction SP SF Discharge SP SF Design Total SP SF Actual Total SP SF Design External SP' SF Actual Extemal SP OA Damper Pos RA Damper Pos -1.99 in. wc -2.17 in. wc 1.01 in. we 0.73 in. wc -2.17 in. wc -2.27 in. wc -2.27 in. wc 1.01 in. wc 3.93 in. wc 3.28 in. wc 1.30 in. wc 2.72 in. wc 0 lob Ph; rc-j7-7O7 Neudorfer Engineers, Inc. Node En neer Inc. Consulting E t _ ...rid Air Handling Unit PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: AHMB3 (Cont.) AREA: Dining/Servery AHMB3 Supply Outlet Summary Tested By: Andy Eaden Test Date: August 04, 2014 System 1 Unit wr Area Served ,"type of •,Reading ; Outlet- "" Type Size ; `LxW'/ D AK Design Velocity Design Value Prelim'' Reading inal Readingo al ; Remarks M, Outlet-01 Ice Room Fiowhood SD-3 6" round 1 - 80 120 5 6 Outlet-02 Servery Flowhood SD-1 14" round 1 - 800 400 820 4 103 Outlet-03 Servery Flowhood SD-1 14" round 1 - 800 550'-'° �'"''° r 830 104 Outlet-04 Servery Flowhood SD-1 14" round 1 - 800 75 810 101 Outlet-05 Dining Flowhood LD-2 6' 3 slot 1 - 204= 210 105 Outlet-06 Dining Flowhood LD-1 4' 3 slot 1 - '.200' t190 205 103 Outlet-07 Dining Flowhood LD-2 6' 3 slot 1 200' 205 215 108 Outlet-08 Dining Flowhood LD-1 4' 3 slot 1 20 170 205 103 Outlet-09 Dining Flowhood LD-2 6' 3 slot M1 - ` '200 225 205 103 Outlet-10 Dining/Server / Flowhood LD-1 4' 3 slot ' - 300 275 315 105 Outlet-11 Dining/Server Y Flowhood LD-2 6 3 sl 1 `s t- 300 240 310 103 Outlet-12 Dining/Server Y Flowhood LD-1 slot - 300 295 320 107 Outlet-13 Dining/Server Y Flowhood LDS 6 slot 1 - 300 275 315 105 Outlet-14 Dining/Server y Flowhood 4' 3 slot 1 - 300 265 310 103 Outlet-15 Dining/Server Y Flowhoc.'2 , LD =2 6' 3 slot 1 - 300 302 305 102 Outlet-16 Servery Ho'i®od- i�SD-1 14" round 1 - 800 850 855 107 Outlet-17 Dininti; FFlowod LD-1 4' 3 slot 1 - 250 240 260 104 Outlet-18 Dn ,vhood LD-2 6' 3 slot 1 - 280 240 290 104 Outlet-19 a 'ni l'F`lowhood LD-1 4' 3 slot 1 - 250 240 255 102 Outlet-20 Dining,,,?, Flowhood LD-2 6' 3 slot 1 - 265 240 270 102 Outlet-211,,; Dirrifi Flowhood LD-1 4' 3 slot 1 - 250 240 260 104 Ou e2 Dining Flowhood LD-2 6' 3 slot 1 - 265 250 275 104 t-23 Dining Flowhood LD-1 4' 3 slot 1 - 135 205 140 104 utlet-24 Dining Flowhood LD-2 6' 3 slot 1 - 135 225 145 107 utlet-25 Dining Flowhood LD-1 4' 3 slot 1 - 135 165 140 104 Outlet-26 Dining Flowhood LD-2 6' 3 slot 1 - 135 210 135 100 Outlet-27 Dining Flowhood LD-1 4' 3 slot 1 - 135 190 145 107 Outlet-28 Dining Flowhood LD-2 6' 3 slot 1 - 135 225 140 104 Outlet-29 Dining/Server Y Flowhood LD-1 4' 3 slot 1 - 300 225 315 105 Outlet-30 Dining/Server Y Flowhood LD-2 6' 3 slot 1 - 300 240 320 107 Outlet-31 Dining/Server Y Flowhood LD-1 4' 3 slot 1 - 300 215 310 103 Neudorfer Engineers, Inc. `x Inc Engi Air Handling Unit PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: AHMB3 (Cont.) AREA: Dining/Servery Tested B..: Andy Eaden Test Date: gust 04, 2014 Outlet-32 Dining/Server Y Flowhood LD-2 6' 3 slot 1 - 300 215 315 .d, 05 Outlet-33 Dining/Server Y Flowhood LD-1 4' 3 slot 1 - 300 210 ,f 10 103 Outlet-34 Dining/Server Y Flowhood LD-2 6' 3 slot 1 - 300 25540 '• ; 320 107 Outlet-35 Servery Flowhood SD-2 14" round 1 - 400 ;93 = _ 410 103 Outlet-36 Dining Flowhood LD-1 4' 3 slot 1 - 25¢ p 250 260 104 Outlet-37 Dining Flowhood LD-2 6' 3 slot 1 - 280 250 295 105 Outlet-38 Dining Flowhood LD-1 4' 3 slot 1 - 50 215 265 106 Outlet-39 Dining Flowhood LD-2 6' 3 slot 1 - 265 /Y" 235 275 104 Outlet-40 Dining Flowhood LD-1 4' 3 slot 1 40 225 255 102 Outlet-41 Dining Flowhood LD-2 6' 3 slot '#265 270 270 102 Outlet-42 Dining Flowhood LD-1 4' 3 slot 1 - 250 230 260 104 Outlet-43 Dinin g Flowhood LD-2 6' 3 slot1 280 265 295 105 Outlet-44 Dining Flowhood LD-1 4' 3lot 1 °` - 250 230 255 102 Outlet-45 Dining Flowhood LD-2 lot 1' - 265 250 275 104 Outlet-46 Dining Flowhood LD-1 4' 3lot 1 - 250 240 270 108 Outlet-47 Dining Flowhood 6' 3 sill% 1 - 265 230 275 104 Outlet-48 Dining Flowhoo LLD `1 4-V slot 1 - 250 280 265 106 Outlet-49 Dining FlRwhootl' 6' 3 slot 1 - 280 275 290 104 Outlet-50 Dining mood LAST ` 4' 3 slot 1 - 250 250 260 104 Outlet-51 Dining Floctod -2 6' 3 slot 1 - 270 265 285 106 Outlet-52 Dining Ppowh9V LD-1 4' 3 slot 1 - 250 235 265 106 Outlet-53 Dini ; F u,trfjod LD-1 4' 3 slot 1 - 250 250 260 104 Outlet-54 ,Di } 4Fte hood LD-2 6' 3 slot 1 - 280 255 295 105 Outlet-55 Dining `Flowhood LD-1 4' 3 slot 1 - 250 225 255 102 Outlet-56 4 Ding 6' Flowhood LD-2 6' 3 slot 1 - 270 270 280 104 O Dirlin Flowhood LD-1 4' 3 slot 1 - 250 255 255 102 18 Dining Flowhood LD-1 4' 3 slot 1 - 250 250 265 106 - Oet-59 Dining Flowhood LD-2 6' 3 slot 1 - 280 265 295 105 utlet-60 Dining Flowhood LD-1 4' 3 slot 1 - 250 205 265 106 Outlet-61 Dining Flowhood LD-2 6' 3 slot 1 - 270 250 280 104 Outlet-62 Dining Flowhood LD-1 4' 3 slot 1 - 250 220 255 102 Outlet-63 Dining Flowhood SR-3 94 x 1 1/2 1 - 800 470 830 104 Outlet-64 Dining Flowhood SR-3 94 x 1 1/2 1 - 800 440 835 104 Outlet-65 * Dining Flowhood SR-4 46 x 1 1/2 1 - 400 165 425 106 (1) Outlet-66 Dining Flowhood SR-4 1 - 400 280 420 105 Outlet-67 Dining Flowhood SR-3 94 x 1 1/2 1 - 800 465 815 102 Outlet-68 Dining Flowhood SR-3 94 x 1 1/2 1 - 800 540 820 103 Neudorfer Engineers, Inc. Neudorfer En neers Inc. Cmstilting 'Engineers Seattle . P* Air Handling Unit PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 SYSTEM/UNIT: AHMB3 (Cont.) AREA: Dining/Servery DATE: 8/4/2014 CONTACT: Andy Eaden 4 Tested By: Andy Eaden Est Date: August 04, 2014 Outlet-69 Dining Flowhood SR-3 94 x 1 1/2 1 - 800 4. 830 104 Outlet-70 Dining Flowhood SR-3 94 x 1 1/2 1 - 800 '" 30 ' ,... 815 102 Outlet-71 Dining Flowhood SR-3 94 x 1 1/2 1 - 800" ,•t 680 820 103 Outlet-72 Dining Flowhood SR-3 94 x 1 1/2 1 "*800r 755 815 102 Outlet-73 Dining Flowhood SR-3 94 x 1 1/2 1 , 1800 810 825 103 Outlet-74 Dining Flowhood SR-3 94 x 1 1/2 , 1 - 800 750 830 104 Outlet-75 Mechanical Room Flowhood SWG 12 x 1 ®r''- 200 180 205 103 Outlet-76 Mechanical Room Flowhood SWG „ 2 1 - 200 195 215 108 Outlet-77 Mechanical Room Flowhood SWG 12 x 1 - 200 165 210 105 Outlet-78 Dining Flowho SWG x 4 1 - 150 130 155 103 Outlet-79 Dining Flowhood , W S " 24 x 4 1 - 150 125 160 107 Outlet-80 Dining ohood 24 x 4 1 - 150 120 150 100 Outlet-81 Dining FloW6odi `iiSANG 24 x 4 1 - 150 135 155 103 Outlet-82 Dining lowhdad' SWG 24 x 4 1 150 145 160 107 Outlet-83 Dinning ? Flowhood SWG 24 x 4 1 150 165 155 103 a � (-: vim r 27,9?0t 247$2 ,�� ." 29 t)3 A9 ,* A / 41,465 -65 AHMB3 / Supply Fan 1-Aug-14 1-Aug-14 Andy Eaden Andy Eaden (1) Volume damper is full open. (5) There are quantity (9) direct drive motors with all the same motor data. Neudorfer Engineers, Inc. eudo e En inee Inc. Air Handling Unit PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: AHRE5 AREA: Back Kitchen Area Unit Data Unit Manufacturer DAIKIN Unit Model Number OAH014GDGC Unit Serial Number FBOU140500268 Unit Discharge Plug Fan Fan Rotation Counterclockwise AHRE5 / SF Filter Bank / Filter Manufacturer AAF Filter Type Pleated Filter Quantity - Size 1 3 Filter Dimensions - Size 1 24x24x2 Filter Quantity - Size 2 2 Filter Dimensions - Size 2 12x24x2 Starter Data AHRE5 / Return Fan % Starter Manufacturer DanfossNFD AHRE5 / Supply Fan Starter Manufacturer DanfosSNf TestD - Total Design Flow ,6900 FM Total Actual Flow 15 CFit OA Design Flow'' 0 f OA Actual Flow 29,t) CFM RA Design Flow 6700 CFM RA Actual Flp 6910 CFM AHRE5 / Returns n Fa.dRPM Wil 991 RPM MotorRPM Actual 991 RPM PVFDSetting 50.4 (2) Hz for Volts T1-T2 281.2 (2) Volts ;Motor Amps T1 3.50 (2) Amps A / Supply Fan Fan RPM Actual 1196 RPM Motor RPM Actual 1196 RPM VFD Setting 40.8 (2) Hz Motor Volts T1-T2 265.8 (2) Volts Motor Amps T1 6.10 (2) Amps Testetl B : Andy Eaden Test Dateugust 04, 2014 Mot to AHRE5 / Return Fang j' 16* Drive Type.�. >' Direct Drive Motor Mani. aciurerr Westinghouse Motor Fra_ . 215T MotorHP 5 HP Mpior RNA �, 1165 RPM otor Rated Wilts 230/460 Volts Motor P 3 16tordiertz 60 Hz Moult FL Amps 13.2/6.62 Amps otor Service Factor 1.15 otor Efficiency 89.5 % A E5 / Supply Fan Drive Type Direct Drive Motor Manufacturer Westinghouse Motor Frame 213T Motor HP 7 1/2 HP Motor RPM 1750 RPM Motor Rated Volts 208-230/460 Volts Motor Phase 3 Motor Hertz 60 Hz Motor FL Amps 17.9/8.97 Amps Motor Service Factor 1.15 Motor Efficiency 91.0 °A) Test Pressures Final Filter Inlet SP -0.09 in wc Final Filter Outlet SP -0.40 in. wc CIg Coil Inlet SP No access in. wc CIg Coil Outlet SP No acess in. wc Htg Coil Inlet SP -0.40 in. wc Htg Coil Outlet SP No access in. wc SF Suction SP No access in. wc SF Discharge SP 0.53 in. we RF Suction SP -0.59 in. wc RF Discharge SP 0.02 in. wc RF Actual Total SP 0.60 in. wc RF Actual External SP 0.60 in. we OA Damper Pos 15 % RA Damper Pos 85 °A) Neudorfer Engineers, Inc. u !nee rs ,Inc, F#7ng Air Handling Unit PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: AHRE5 (Cont.) AREA: Back Kitchen Area AHRE5 Supply Outlet Summary Tested Iyndy Eaden Test bate Ai just 04, 2014 System l Unit Area Served Type of Reading Outlet Type Size - LxW / D . AK Design Velocity Design Value ire ab ' . inai,"" -Re g inai ' % Remarks Outlet-01 Back Kitchen Area Flowhood SD-2 12" round 1 - 500 '440 ,n,.. " 510 102 Outlet-02 Changing Room Flowhood SD-4 6 x 6 1 - ..50 ° 651. 50 100 Outlet-03 Changing Room Flowhood SD-4 6 x 6 1 - / 5 55 50 100 Outlet-04 " Locker Room Flowhood SD-2 12" round 1 700`" 345 695 99 (1) Outlet-05 Uniforms Flowhood SD-2 12" round 1 `$ _ i /300 205 325 108 Outlet-06 Scullery Flowhood SD-1 14" round; ":, + 800 475 840 105 Outlet-07 Cooking/Prep Flowhood SD-1 1A w urt%'- 1 .i `'` - 800 465 850 106 Outlet-08 Cooking/Prep Flowhood SD-1 ' 14' 4'' } ound• 1 - 800 461 860 108 Outlet-09 Cooking/Prep Flowhood' LSD-2'' " ' 1 .rod' 1 - 700 425 680 97 Outlet-10 Cooking/Prep Flowood ti i -1 114" , round 1 - 800 460 830 104 Outlet-11 Recieving Flowhood' 14" 1 - 800 420 835 104round Outlet-12 Recieving$z sl, Whoo ' SD-2 12" round 1 - 400 290 390 98 Outlet-13 Recievr'"° ""Flip hood SD-4 12 x 12 1 - 200 220 200 100 Tntais , . ,, 6: 5D0 4 326,4. 7,115 tin 103 % ,.<- AHR '01 " urn Inlet Summary Back Kitchen Area type arE Reading ' Velgrid Outt Type RG Size,rW LD 20 7/8 x 20 7/8 3.02 Design Veiocit Design Value 1250 Frahm ,Readtri 1255 Final Reading% 1420 Sinai ="970 114 Remarks (3) Inlet-02 Back Kitchen Area Velgrid RG 20 7/8 x 20 7/8 3.02 4200 3680 4125 98 (3) Inlet-03 * Back Kitchen Area Velgrid RG 20 7/8 x 20 7/8 3.02 1250 1090 1365 109 (3) Totals 6,700 6,025 zF: 6,910 03 % Neudorfer Engineers, Inc. Neudorter En nee Cc:mulling Engineers Swat1 P trtband Inc. Air Handling Unit PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: AHRE5 (Cont.) AREA: Back Kitchen Area * Notes Tested By: Andy Eaden Test Date: August 04, 2014 AHRE5 AHRE5 / Inlet-01 AHRE5 / Inlet-02 AHRE5 / Inlet-03 AHRE5 / Outlet-04 AHRE5 / Return Fan AHRE5 / Supply Fan SYSTEM/UNIT: AHRF5 AREA: Roof 31-Jul-14 Andy Eaden 31-Jul-14 Andy Eaden 31-Jul-14 Andy Eaden 31-Jul-14 Andy Eaden 31-Jul-14 Andy Eaden 31-Jul-14 Andy Eaden 31-Jul-14 Andy Eaden it,Data' Unit Manufacturer Unit Model Number Unit Serial Number Unit Discharge Fan Rotation AHRF5 / SF Filter Bank Filter Manufacturer Filter Type Filter Quantity - Size 1 Filter Dimensions - Size 1 Filter Quantity - Size 2 Filter Dimensions - Size 2 DAIKIN OAH012GDGC FBOU140500269 Plug Fan Counterclockwise AAF Pleated 3 20x 2 A AHRF5 / Supply Fan G' Starter Manufacturer 'c Cal Design Flow Actual Flow Design Flow Actual Flow AHRF5 / Supply Fan Fan RPM Actual Motor RPM Actual VFD Setting Motor Volts T1-T2 Motor Amps T1 nfossNFD 5000 CFM 4675 CFM 5000 CFM 4675 CFM 1782 RPM 1782 RPM 60 (2) Hz 415 (2) Volts 5.10 (2) Amps * Notes (4) Actual minimum outside air was obtaine velgrid traverse across the face of the outside air grill. Refer to duct traverse sheet T-06 for further details. (3) No volume dampers installed 3 return diffusers. (3) No volume dampers ins 3 return diffusers. (3) No volume dampe 3 return diffusers. (1) Volume da (2) Data obtai (2) Data obtaing AHRF5JSuppiy Fan Drive Type Motor Manufacturer Motor Frame Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor FL Amps Motor Service Factor Motor Efficiency lid, to proportion the rom a • .instatied, to proportion the i VFD. Tested By: Andy Eaden Test Date: July 29, 2014 Direct Drive Westinghouse 213T 7 1/2 HP 1750 RPM 230/460 Volts 3 60 Hz 17.9/8.97 Amps 1.15 91.0 % est ressure Final Filter Inlet SP Final Filter Outlet SP CIg Coil Inlet SP CIg Coil Outlet SP Htg Coil Inlet SP Htg Coil Outlet SP SF Suction SP SF Discharge SP SF Design Total SP SF Actual Total SP SF Design External SP SF Actual External SP OA Damper Pos RA Damper Pos -0.08 in. wc -0.27 in. wc -0.38 in. wc -1.16 in. wc -0.27 in. wc -0.38 in. wc -1.16 in. wc 1.10 in. wc 4.07 in. wc 2.26 in. wc 1.50 in. wc 1.18 in. wc 100 % 0% AHRF5 / Supply Fan 29-Jul-14 Andy Eaden (2) Data obtained from VFD. Neudorfer Engineers, Inc. Neudorter Engine Consulting Engineers Seattle Portland Inc. arr w.NeuborferEn .carn Air Handling Unit PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: AHRF5 / VAV-01 AREA: Servery Unit Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 4 6520 10 inches 0.60 AHRF5 / VAV 01 Supply Outlet Summary Tested By: Andy Eaden Test Date: July 29, 2014 Air Test Data Clg Max Des. Primary Flow 375,0F.•M; Clg Min Des. Primary Flow 375 CFM Clg Max Act. Primary FloWr 375 CF)' Clg Min Act. Primary Flow 375 CFM Max Diff. SP 0.65 "W.C. Min Diff. SP \ 0.65 "W.C. System/Unit Area Served Type of Reading Outlet Type Size LxW I D AK Design Vetocit Des /slue VrIrn Fdhading Final Reading Final % Remarks Outlet-01 Action/Flex Hood Velgrid SG 59 3/4 x 11 5/8 2.84 - k - _ 375 375 375 100 Totals : - - - - 46 fi>5 375 375 100 % - * Notes SYSTEM/UNIT: AHRF5 / VAV-02 AREA: Back Kitchen Area 2J Unit Data A Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor 6521 16 in 0.67/ AHRF5 / VAV f02 Supply 4r./ utlet Summary Tested By: Andy Eaden Test Date: July 29, 2014 Air Test Data CIg Max Des. Primary Flow 2420 CFM CIg Min Des. Primary Flow 2420 CFM Cig Max Act. Primary Flow 2440 CFM CIg Min Act. Primary Flow 2440 CFM Max Diff. SP 0.40 "W.C. Min Diff. SP 0.40 "W.C. System / WI' Area Ser Type of Reading Outlet Type Size LxW 1 D AK Design Velocity Design Value Prelim Reading Final Reading Final % Remarks Od1let-01 * x Back Kitchen Area Velgrid SG 104 3/4 x 22 5/8 11.1 - 1210 1320 1230 102 (1) 3utlet-02 Back Kitchen Area Velgrid SG 104 3/4 x 22 5/8 11.1 - 1210 1190 1210 100 Totals : - - - - - 2,420 2,510 2,440 101 % - * Notes AHRF5 / VAV-02 / Outlet-01 28-Jul-14 Andy Eaden (1) Volume damper is full open. Neudorfer Engineers, Inc. audincorter Engineers. Ming Engmoars &anis Portland Air Handling Unit PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: AHRF5 / VAV-03 AREA: Servery Unit. Data Manufacturer Model Number VAV Address Application # Cooling Inlet Size Cooling K Factor Titus DESV 5 6520 16 inches 0.73 AHRF5 / VAV-03 Supply Outlet Summary Andy Eaden my 29, 2014 Air CIg Max Des. Primarlow 1'860 CFM CIg Min Des. Primary FFllow 1860 CFM Clg Max Act.Primary�Fiow60 CFM Clg Min Act. Primary Flow 1860 CFM Max Diff. SP ,a ' 0.27 "W.C. Min Dif1. SP 0.27 "W.C. System / Unit Area Served "Type of Reading 'Outlet Type Size W I D' AK k i oci€y esfan alue Prelim Reading ` Finale Reading Final . " Remarks ti Outlet-01 Servery Velgrid SG 161 3/4 x 21 3/4 19.2 - 1860 1860 1860 100 Totals J1^> - 1,860 1,860 1,860. , 100"% - * Notes Neudorfer Engineers, Inc. Neuclo-e En tilting Emirtoors Seat. Fan Unit PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: EFRB1 AREA: Roof/Janitor Unit Data:., Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Drive Type Fan Speed Greenheck G-097-VG-4-X 13654406 Clockwise Direct Drive Medium Test Datat Total Design Flow Total Actual Flow Fan RPM Actual Motor RPM Actual Motor Volts T1-T2 Motor Amps T1 80 CFM 85 CFM 1382 RPM 1382 RPM 119 Volts 2.40 Amps EFRB1 Exhaust Inlet Summary TestedBy: Andy Eaden Test Dateugust 01, 2014 ata Motor Manufacturer Motor HP Motor RPM Motor Rated,. Motor Phase Motor He Motor -Full V6ad Anps Greenheck 1/4 HP 300-1725 RPM 5 Volts 1 60 Hz 3.5 Amps Test Ptessure n S6ction SP Fan Discharge SP Diesign External SP 0.08 in. wc Open to atmosphere. in. wc 0.50 in. wc System / Unity Area Served Type of O t iz AK Design Design Prelim Final• Final Remarks" Reading , Lx Velocity Value ; Reading Reading % Inlet-01 Janitor Flowho9d;_ EG 42 x 12 1 - 80 140 85 106 Totals : 'e - - 80 1413 , 85 " .T 106 % * Notes Neudorfer Engineers, Inc. Inc.' risulting Engineers it ; :Portland Fan Unit PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: EFRB4 AREA: Roof Unit Data Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Fan Discharge Drive Type Greenheck CUE-101-VG-4-X 13654407 1405 Clockwise Vertical Direct Drive Test Data Total Design Flow Total Actual Flow Fan RPM Actual Motor RPM Actual Motor Volts T1-T2 Motor Amps T1 800 CFM 835 CFM 1519 RPM 1519 RPM 121 Volts 3.00 Amps EFRB4 Exhaust Inlet Summary unit Inlet-01 * Women's Restroom `Type Rea Inlet-02 Men's Restroore— whoo8. Flothood Size LxWiD= 12 x 12 AK 1 4s ed..13y: Andy Eaden Test Dated August 04, 2014 al Motor Manufactuter,, Motor HP Motor RPM'/ Motor Rated V fts MoterPhase " Mot hertz 1`Motor"l ull ail Amps Greenheck /4 HP 300-1725 RPM 115 Volts 1 60 Hz 3.5 Amps 4Fgr(Suction SP Test Pressures an Discharge SP Design External SP -0.64 in. wc Open to Atmophere in. wc 0.25 in. wc Design Velocity Design, •<" Value 400 Prelim Reading; 540 Final Reading 425 Final 106 Remarks (1) V EG 12 x 12 1 400 340 410 103 880 <835 104% * Notes EFR6 / Inlet-0 21-Jul-14 Andy Eaden (1) Volume damper is full open. Neudorfer Engineers, Inc. Fan Unit PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: EFRC4 AREA: Roof nit Data Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Drive Type Greenheck GB-300HP-20-X 13654408 Clockwise Belt Drive ata Starter Manufacturer DanfossNFD it est Total Design Flow Total Actual Flow Fan RPM Actual Motor RPM Actual Motor VFD Hertz Motor Volts TI-T2 Motor Amps T1 8000 CFM 8030 CFM 812 RPM 1751 RPM 59.8 (2) Hz 457.5 (2) Volts 2.93 (2) Amps EjPC4 f xhaust Inlet Summary Tested By: Andy Eaden Test Date: .,.: gust 04, 2014 or; Motor Manufacturer Motor Frame Motor HP Motor RPM Motor Rated Voi Motor Phas Motor He Motor utl Lid Ar%¢s M toSri ice Factor amina EfObrcy sower F aldor 145T HP 1755 RPM 8-230/460 Volts 3 60 Hz 5.8/2.9 Amps 1.15 86.50 % 75.00 otor Sheave MFG Motor Sheave Model Motor Sheave Bore Motor Sheave Type Adj Mtr Sheave Pos Fan Sheave MFG Fan Sheave Model Fan Sheave Bore Number of Belts Belt Size Sheave Center Line Motor to Extend Motor to Retract Fan Suction SP Fan Discharge SP Design External SP eaVe` Woods 1VP40 7/8 in. Adjustable Middle Browning AK74 1 in. 1 AX36 10 1/2 in. 2 1/2 in. 1/2 in. ressures; -0.13 in. wc Open to Atmosphere in. wc 0.30 in. wc / Unit * s Area Served' e Type of Reading ,j Outlet Type Size LxW /iD f AK,, es n x Veloclfy Design0:14 Value relim Reading; Final . 1.Reanding Fina °fox Remarks ; Inlet-01 Dining Velgrid EG 35 x 35 8.50 - 8000 8030 8030 100 otalst � 8 000 8,030 - 8 030 100 °fn * Notes EFRC4 29-Jul-14 Andy Eaden (2) Data obtained from VFD. Neudorfer Engineers, Inc. n meets. Inc. Fan Unit PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: EFRC5A AREA: Employee Men's Restroom Unit Data Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Fan Discharge Drive Type Fan Speed Greenheck CUE-060-G-X 13654409 Clockwise Vertical Direct Drive High Test Data Total Design Flow Total Actual Flow Motor Volts T1-T2 Motor Amps T1 100 CFM 100 CFM 119 Volts 0.60 Amps EFRC5A Exhaust Inlet Summary TestedDate By: Andy Eaden Test Atust 04, 2014 Motor Dat; .� Motor Manufacturer F co Motor HP .t60 HP Motor RPM .1550 RPM Motor Rated Volts 115 Volts Motor Phase 1 Motor Hertz 63 Hz Motor Full Lora mpss 0.67 Amps TesPressures Fn Suction SNot accessible in. wc Fan, Disch a SP Open to Atmospere in. wc esgn Eernal SP 0.25 in. wc system i Unit Area Served , Type of, Readin ' .,Type Outlet , Si sA° esign : eloc Design i/�11ue , Prelim ;Reading Final 'Reading Final % Remarks Inlet-01 Employee Men's Restroom Flowhood EG " 7`rcJ t/ 1 - 100 85 100 100 Totals . d,- 100 t35 14i3 100 %ar * Notes Neudorfer Engineers, inc. Neudo En inee nc conoulttng Emma mit : Portland Fan Unit PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: EFRC5B AREA: Employee Women's Restroom Unit Data Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Fan Discharge Drive Type Fan Speed Greenheck CUE-060-G-X 13654410 Clockwise Vertical Direct Drive High Test Data Total Design Flow Total Actual Flow Motor Volts T1-T2 Motor Amps T1 100 CFM 105 CFM 119 Volts 0.60 Amps EFRC5B Exhaust Inlet Summary Tested By: Andy Eaden Test Date: Aigust 04, 2014 OtOat- Motor Manufacturer Fasco Motor HP /60 HP Motor RPM 550 RPM Motor Rated Volts ° i5 Volts Motor Phase Motor Hertz0 Hz Motor Full Lad "Amps ' .67 Amps Te Pressures F,n Suc on Of/ Not accessible in. wc n Disc SP Open to Atmospere in. wc ign.Ecternal SP 0.25 in. we System J Unit ' Area Served Type of Reading Outlet Type Si D K Design Velocity Design Value Prelim Reading *final ;Reading Final % Remarks Inlet-01 Employee Women's Restroom Flowhood EG y 1 - 100 130 105 105 Totals : �, � �F. - 100 130 1 el 1 O5 % * Notes Neudorfer Engineers, Inc. do a En nee:Ii Cortsttllietg Engineers .Seattle Portland Fan Unit PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: EFRD5 AREA: Dishwasher Unit Data Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Fan Discharge Drive Type Fan Speed Greenheck CUE-161-VG-5-X 13654411 Clockwise Vertical Direct Drive High Test Data Total Design Flow Total Actual Flow Fan RPM Actual Motor RPM Actual Motor Volts T1-T2 Motor Amps T1 2100 CFM 2045 CFM 992 RPM 992 RPM 121 Volts 6.10 Amps EFRD5 Exhaust Inlet Summary System 1 Unit Inlet-01 * AYea Served Dishwasher Type Readin Flowhood Outlet Type. EG 24Ax 24 Tested By: Andy Eaden Test Date: August 04, 2014 rotor ata Motor Manufacturer Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor Full Load Amp / Greenhe&lr 1/2 30500 RPM *Volts 0 Hz 6. nps Fan Su+ion S:' FankDscharge SP�,mi De'sigO.Exter al P design Vetocty Design Value 750 Prelim Reading 580 ssures -0.46 in. wc Open to Atmosphere in. wc 0.50 in. wc Final Reading. 740 Final ova 99 Remarks (1) Inlet-02 Inlet-03 Dishwasher Dishwasher Rotating Vane Rotatr Vance Duct> f 6'x 3- 1 / 1/4 3 0.36 0.36 300 300 350 425 280 290 93 97 Inlet-04 * Notes Dishwasher Totals EFRD5 / 01' Flowhoa °24x24 1 750 710 2w065 735 29-Jul-14 Andy Eaden (1) Volume damper is full open. 98 '97 % Neudorfer Engineers, Inc. Neudorte consulting Ervrwer Fan Unit PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: EFRE5A AREA: Servery nit/ Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Fan Discharge Drive Type Greenheck SWB-216-30-CW-UB-G 136546648 1405 Clockwise Vertical Belt Drive arter Data Starter Manufacturer Danfoss/VFD Total Design Flow Total Actual Flow Fan RPM Actual Motor RPM Actual Motor VFD Hertz Motor Volts T1-T2 Motor Amps T1 3530 CFM 3600 (6) CFM 1879 RPM 1778 RPM 60 (2) Hz 458.7 (2) Volts 3.15 (2) Amps Motor Manufacturer Motor Frame Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor Full Loa Motor Servic+ Nominal Effic Power Tested By: Andy Eaden Test Date: August 04, 2014 Baldor 182 34,: 60 RPM -230/460 Volts 6Oz 43.4/4.2 Amps 1.15 89.50 % 75.00 eaves 4 ita or Sheave MFG Mot6heave Model for Sheave Bore otor Sheave Type Adj Mtr Sheave Pos Fan Sheave MFG Fan Sheave Model Fan Sheave Bore Number of Belts Belt Size Sheave Center Line Motor to Extend Motor to Retract Fan Suction SP Fan Discharge SP Design External SP Browning 1VP56 1 1/8 in. Adjustable Maximum Browning AK51 QT 1 1/4 in. 1 AX38 12.00 in. 3.00 in. 1.00 in. ressures No access in. wc Open to atmosphere in. wc 2.00 in. wc EF`ES FRE5?A 4-Aug-14 4-Aug-14 Andy Eaden Andy Eaden (2) Data was obtained from VFD. (6) Actual CFM was obtained by using a rotating vane. Refer to duct traverse sheet T-07, for further details. Neudorfer Engineers, Inc. Fan Unit PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: EFRE5B AREA: Back Kitchen Area nit'Da Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Fan Discharge Drive Type Greenheck SWB-216-20-CW-UB-G 13654649 1405 Clockwise Vertical Belt Drive est;Data> Total Design Flow Total Actual Flow Fan RPM Actual Motor RPM Actual Motor VFD Hertz Motor Volts T1-T2 Motor Amps T1 * Notes 3105 CFM 3090 (7) CFM 1934 RPM 1846 RPM 63 (2) Hz 459.6 (2) Volts 2.82 (2) Amps Motor Manufacturer Motor Frame Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor Full LoA fps Motor Serve Nominal Efficiency Po wY for Tested By: Andy Eaden Test Date: August 04, 2014 Bald 14 P 1755 RPM 08-230/460 Volts Hz .8/2.9 Amps 1.15 86.50 75.00 otorASheave MFG M4r Sheave Model Motor Sheave Bore otor Sheave Type Adj Mtr Sheave Pos Fan Sheave MFG Fan Sheave Model Fan Sheave Bore Number of Belts Belt Size Sheave Center Line Motor to Extend Motor to Retract Browning 1VP40 7/8 in. Adjustable Maximum Browning AK41 QT 1 1/4 in. 1 AX36 12 3/4 in. 3.00 in. 1 1/4 in. re. Fan Suction SP Fan Discharge SP Design External SP No access in. wc Open to atmosphere in. wc 1.75 in. wc EF.R5.B,, EFR'SSB 4-Aug-14 4-Aug-14 Andy Eaden Andy Eaden (2) Data was obtained from VFD. (7) Actual CFM was obtained by using a rotating vane. Refer to duct traverse sheet T-08, for further details. Neudorfer Engineers, Inc. Neudorter En Consulting Engineers nee. pornand Fan Unit PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: EFRF3 AREA: Action/Flex Hood Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Fan Discharge Drive Type Greenheck CUE-141-A-G 13654412 1405 Clockwise Vertical Direct Drive tater. Starter Manufacturer DanfossNFD Total Design Flow Total Actual Flow Motor VFD Hertz Motor Volts T1-T2 Motor Amps T1 * Notes EFRF3 EFRF3 est Deta 1250 CFM 1245 (8) CFM 36 (2) Hz 173.9 (2) Volts 0.86 (2) Amps Motor Manufacturer Motor Frame Motor HP Motor RPM Motor Rated V Motor Phase. Motor Hertz Motor WI Load Amps Mato rviceactor P(omina Effioier cy Pktwer Far Tested B Test Date: aldor 43T HP 70.0 RPM 208-230/460 Volts 3 60 Hz 3.1-3/1.5 Amps 1.15 85.50 % 71.00 Andy Eaden ust 04, 2014 4-Au• 4. `gdy Eaden 4-Aug. Andy Eaden an Suction SP Pressor No access in. wc Fan Discharge SP Open to atmosphere in. wc (2) Data was obtained from VFD. (8) Actual CFM was obtained by using a rotating vane. Refer to duct traverse sheet T-09, for further details. Neudorfer Engineers, Inc. Neudo rn , Inc. Coroulting Enginews Fan Unit PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: EFRF4 AREA: Pizza Oven Data' Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Fan Discharge Drive Type Fan Speed Greenheck CUE-101 HP-VG-5-6 13654413 1405 Clockwise Vertical Direct Drive High a. TestDatal' Total Design Flow Total Actual Flow Fan RPM Actual Motor RPM Actual Motor Volts T1-T2 Motor Amps T1 685 CFM 680 CFM 2521 RPM 2521 RPM 119 Volts 6.80 Amps EFRF4 Exhaust Inlet Summary Tested By: Andy Eaden Test Dal July 29, 2014 Motor Manufacturer Motor HP Motor RPM Motor Rated Voles Motor Phase Motor Hertz Motor Ful reenhek 1/2 HP 300-2500 RPM 115 Volts 60 Hz 6.9 Amps eSt PreSSU an Suc/tton SP an Di arge SP No access in. wc Open to Atmosphere in. wc System / Unit Area Servedyt y�Type of Reading �Ou �f .� ze x AK Des n Velocity t?,esfgn Value 1Prehm Reading I ina1 N 92eadmg Fin ao "Remarks? Inlet-01 Pizza Oven Velgrit ' ERA r138 1/4 x 2.65 - 685 620 680 99 10 Total& r° . _� 8 {62e � 680 . � 99 °!o", r * Notes Neudorfer Engineers, Inc. etidorie Ec . Wring. Engineers attt rdend Fan Unit PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: EFRF5 AREA: Roof/Janitor ata Fan Manufacturer Fan Model Number Fan Serial Number Fan Rotation Fan Discharge Drive Type Fan Speed Greenheck CUE-060-VG-6-X 13654414 Clockwise Vertical Direct Drive Variable Speed Test Data Total Design Flow Total Actual Flow Motor Volts T1-T2 Motor Amps T1 110 CFM 110 CFM 118 Volts 2.10 Amps EFRF5 Exhaust Inlet Summary Tested By: Andy Eaden Test Date: July 21, 2014 Motor Manufacturer Motor HP Motor RPM Motor Rated Volts Motor Phase Motor Hertz Motor Full Load Fan Sudfi ^SP Fan pis C De ce ign Exte P Greenh 0.17, P 30,750 RR Volts mps -0.05 in. wc Open to Atmosphere in. wc 0.25 in. wc System / Umt Area Served Type of Readi09, Outlets e Size ! I.L Desi Afefiii0 ty Design Value .., Prelim Readings Final l2eadtng FinaI Remarks Inlet-01 Janitors Flowhood EG 24 1 - 110 135 110 100 Closet lam ,-:"'; T otals A: <r � f.. ' �. s 114 ��a 3 ..fi15 1 10 100 % * Notes Neudorfer Engineers, Inc. Duct Traverse PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: T-01/Total air forAHMB3 AREA: Mechanical Room nitfData' Type of Traverse Outer Height Outer Width Air Flow Area Number Of Rows Readings Per Row Total Readings Rectangular 61.00 in. 117.50 in. 49.77 sq. ft. 6 9 54 NOTES: T-01/Total air forAHMB3 T-01/Total air forAHMB3 Roil 1 Raw 2 Row 3 Row 4 Row 5 Raw Sum of Readings Average Reading Design Total Flow Actual Total Flow Static Pressure Tested By: Andy Eaden Test Date: A • ust 01, 2014 3302, 2 FPM 7970 C 0459 CFM .27 in. 22-Jul-14 Andy Eaden Shortridge 1ttmet h Velgrid was used to obtain Yeloci readings. 22-Jul-14 Andy Eaden V e ;f et aU0 Hertz. Duct Traverse Dat-`+ints g2 640 81 w Neudorfer Engineers, Inc. Neudoffer Engineers. Inc. Consulting Engtca le Portland Duct Traverse PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: T-02/Total air for outlets 5-15 on AHMB3 AREA: Dining nit Data Type of Traverse Outer Height Outer Width Air Flow Area Number Of Rows Readings Per Row Total Readings Rectangular 18.00 in. 22.00 in. 2.75 sq. ft. 3 5 15 NOTES: Tested By: Andy Eaden Test Date: Aust 04, 2014 Final Sum of Readings Average Reading Design Total Flow Actual Total Flow Static Pressure 1650e 1100 FPM 800 CFM 25 CFM .07 in. T-02/Total air for outlets 5-15 on AHMB3 22-Jul-14 Andy Eaden Shorts e Mui�imete rwith Pitot Tube was used to obtain ityadings. Row Row 2 Duet Traverse Data P 0 s 347 1021) 11153 1314 1055 332 1243 22 CO • Neudorfer Engineers, Inc. Neudo e`Ena Consulting Engineers Seattle ors. nc. Duct Traverse PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: T-03/Total air for outlets 17-34 on AHMB3 AREA: Dining hit Data Type of Traverse Outer Height Outer Width Air Flow Area Number Of Rows Readings Per Row Total Readings Rectangular 18.00 in. 30.00 in. 3.75 sq. ft. 3 5 15 NOTES: Duct Traverse Data "Points Tested By: Andy Eaden Test Date' August 04, 2014 Sum of Readings Average Reading 1172 F"M Design Total Flow 4170 CFM Actual Total Flow 4395 CFM Static Pressure. 0.06 in. T-03/Total air for outlets 17-34 on AHMB3 22-Jul-14 Andy Eaden Shortridgvlulti!'eter with Pitot Tube was used to .. au: velocity readings. T 0 0 0 !A CD Neudorfer Engineers, Inc. NeudorferEnginera, lingErb tom Portland Duct Traverse PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: T-04/Tota/ air for outlets 36-47 on AHMB3 AREA: Dining nt Dat Type of Traverse Outer Height Outer Width Air Flow Area Number Of Rows Readings Per Row Total Readings Rectangular 16.00 in. 26.00 in. 2.89 sq. ft. 4 5 20 NOTES: Tested By: Andy Eaden Test Date: August 04, 2014 Sum of Readings Average Reading Design Total Flow Actual Total Flow Static Pressure 22939 11 . FPM 3 E20 CFM 5 CFM 7 in. T-04/Total air for outlets 36-47 on AHMB3 22-Jul-14 Andy Eaden Shortridge M l l ,etere 1tii Pitot Tube was used to obtainvlbcit readings. 0 U 0 Duct Traverse Data Poi 0 4C+ Neudorfer Engineers, Inc. Neudoifer Ene a Inc.. ConsultingEngineers Duct Traverse PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: T-05/Total air for outlets 48-62 on AHMB3 AREA: Dining nitDat Type of Traverse Outer Height Outer Width Air Flow Area Number Of Rows Readings Per Row Total Readings Rectangular 16.00 in. 32.00 in. 3.56 sq. ft. 4 8 32 NOTES: Tested By: Andy Eaden Test Date: August 04, 2014 inal'Da1 Sum of Readings Average Reading Design Total Flow Actual Total Flow Static Pressure 37500 1172 FPM 3900 OFf 417- 07 in. T-05/Total air for outlets 48-62 on AHMB3 22-Jul-14 Andy Eaden Shortridge Multir " ;ith Pi ;Tube was used to obtain velociiyeaings r N G G U t5 Row 1 ROW 2'. Row 3 Rove 4 O t3 Duct Traverse Data Points d si I 0 1103 1005 1130 1054 1118 1102 1021 1117 9207 1207 32 /1 Neudorfer Engineers, Inc. Neudorfer n'nee Inc Go st WngEngineers at nd Duct Traverse PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: T-06/Minimum outside air AHRE5 AREA: Roof nit tata':,. Type of Traverse Outer Height Outer Width Air Flow Area Number Of Rows Readings Per Row Total Readings Rectangular 29.50 in. 41.50 in. 8.50 sq. ft. 3 3 9 NOTES: 4 Tested4:y: Andy Eaden Test Date: ugust 04, 2014 Sum of Readings Average Reading Design Total Flow Actual Total Flow Static Press nal,D 220 24 FPM 00 CFM 204 CFM .06 in. T-06/Minimum outside air AHRE5 31-Jul-14 Andy Eaden a+ eMaltimeter with Velgrid was used to obtainvel6cJty readings. Duct Traverse Da 41.5 M Neudorfer Engineers, Inc. Neudo En nee Inc. Consulting Engl. Seattle: Portland Duct Traverse PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: T-07/Total air for EFRE5A AREA: Servery Type of Traverse Outer Height Outer Width Air Flow Area Number Of Rows Readings Per Row Total Readings Rectangular 2.88 in. 204.00 in. 4.07 sq. ft. 1 20 20 NOTES: Sum of Readings Average Reading Reading Std. De Actual Total Flo Tested By: Andy Eaden TestElite: August 04, 2014 8 PM 3530 FPM 3602 CFM T-07/Total air for EFRE5A 1-Aug-14 Andy Eaden Rota vae was used to obtain velocity readings. Row 1 Duct Traverse Da a - rrn r ea el ,e en to ti CO 0 0 0 0 0 © 0 0 r) SYSTEM/UNIT: T-08/Total air for EE1 E5 AREA: Servery Type of Traverse Outer Height Outer Width Air Flow Area Number Of Readings P Total Rea NOTE RecngurV 2.88 in°: 16a6o tn. sq. ft. 20 20 T-08/To air for EFRE5B Row 1 we 0 CO r.- as Co e 0 0 0 G 0 Tested By: Andy Eaden Test Date: August 01, 2014 Sum of Readings Average Reading Design Total Flow Actual Total Flow 19142 957 FPM 3105 CFM 3091 CFM 1-Aug-14 Andy Eaden Rotating vane was used to obtain velocity readings. Duct Traverse Data Points •, hS Cr) of 0 CD h- CO Co Q T t 4 el we 0 SC e. CO CO Q T T T T T T T T T T N 162 Neudorfer Engineers, Inc. Neudorter En Consu1ftarg Enginws SeaWe aInc. Duct Traverse PROJECT: Boeing Bldg. 9-94 Cafe LOCATION: , WA PROJECT #: 2014-054 DATE: 8/4/2014 CONTACT: Andy Eaden SYSTEM/UNIT: T-09/Total air for EFRF3 AREA: Action/Flex Hood Dat Type of Traverse Outer Height Outer Width Air Flow Area Number Of Rows Readings Per Row Total Readings Rectangular 2.88 in. 111.00 in. 2.22 sq. ft. 1 16 16 NOTES: Testedy: Andy Eaden Test i. ugust 01, 2014 inai'. Sum of Readings Average Reading Design Total Flo' Actual Total Flax 8956 60 FPM 1250 CFM 1243 CFM T-09/Total air for EFRF3 1-Aug-14 Andy Eaden otatii was used to obtain velocity readings. Row 1 Duct Traverse Da r P,1 S"4 d' Efb CD !v U • C5 ▪ R 0 0 11E4 545 11572. [570 1527 1 a 552 If ints8 r7 . I C ✓ r r r o o e o o o C) o C3 U 465 1I 673 481 530 526 Neudorfer Engineers, Inc. Plan Check Correction Response SAZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 sazan.com DATE: 03/06/2014 TO: City of Tukwila FROM: Octavio Novoa, Sazan Group, Inc. PROJECT NAME: 9-94 Cafeteria Upgrade SAZAN PROJ. NO. 389-1219 SUBJECT: Mechanical Plan Check Correction Response DISCUSSION: Item #1: Revised. The vent has been omitted. Refer to sheet RFM110, revision cloud "A", dated 03.06.14. Item #2: Revised. The duct smoke detector has been added to the return air duct. Keynote #2 has been added to the construction notes referring to electrical drawings for connection to ADT fire alarm panel. Refer to sheet 1 M453, revision cloud "B", dated 03.06.14. Item#3: Find attached Exhaust Hood Drawings (Sheets FS1A506-FS1A512) to be submitted as part of Mechanical Permit Application. The model number for all hood and components are listed in the lower right hand corner of manufacturers title block on our drawings. Item #4: Find attached Walk-in Cooler/Freezer Drawings (Sheets FS1A513 and FS1A514) to be submitted as part of Mechanical Permit Application. END OF RESPONSE RECEIVED CORRECTION CITY OF TUKWILA LTR# I MAR 1 8 2014 M PERMIT CENTER !Lift-00 Lt6 Page 1 of 1 City of Tukwila Department of Community Development February 25, 2014 MARGIE DELEON PO BOX 249 AUBURN, WA 98071 RE: Correction Letter # 1 MECHANICAL Permit Application Number M14-0046 BOEING #9-94 - CAFETERIA - 9725 EAST MARGINAL WAY S Dear MARGIE DELEON, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - M DEPARTMENT: Dave Larson at 206-431-3678 if you have questions regarding these comments. • 1. Page RFM 110 shows a new plumbing vent less than 10 feet away from the outside air intake of unit AHRF5. Please relocate this vent to provide at least 10 feet of clearance. 2. A smoke duct detector is required on the return side of AHRES to shut the unit down upon detection of smoke and will need to be connected to the fire alarm panel. Please add this detector and details to the plans. 3. Pages relative to the grease hoods were included in the Building permit application but should have been included in this Mechanical permit application. The page numbers that I am referring to are FS1A506 through FS 1A512. I noticed that the model numbers were not included in these pages. We will also need engineering to show that the structure will support the additional load of the hoods based on the method of attachment to the structure. Please provide plans for the method of attachment to the structure. Note that engineering was included in the building permit application for the new rooftop equipment but I did not see anything for the grease hoods. 4. I did not find any installation details or specs for the cooler/freezers. Are these going to be under a separate mechanical permit? Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. M14-0046 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: M14-0046 DATE: 02/13/14 PROJECT NAME: BOEING #9-94 - CAFETERIA SITE ADDRESS: 9725 EAST MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works n Fire Prevention 111 Structural Planning Division Permit Coordinator IN PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 02/18/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 03/18/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: ` 1 Departments issued corrections: Bldg kFire ❑ Ping ❑ PW ❑ Staff Initials: 12/I8/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M14-0046 DATE: 03/18/14 PROJECT NAME: BOEING #9-94 - CAFETERIA SITE ADDRESS: 9725 EAST MARGINAL WAY S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division n Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 03/20/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/17/14 Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must he submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 _ 11 — 2 o Plan Check/Permit Number: M 14-0046 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Boeing #9-94 - Cafeteria Project Address: 9725 East Marginal Way S Contact Person: Diane. e. 14 le.-- Phone Number: 2OG I ` -3 6 3 Summary of Revision: Plek5t, see (al ate RECEIVED CITY OF TUKWILA MAR 1 8 2014 Sheet Number(s): / i) "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 15}—Entered in Permits Plus on 3 �^ t I PERMIT CENTER \applications\forms-applications on Iine\revision submittal Created: 8-13-2004 Revised: AUBURN MECHANICAL INC Page 1 of 3 41111111 Washington State Department of Labor & Industries AUBURN MECHANICAL INC Owner or tradesperson THODAY, DAVID V Principals THODAY, DAVID V JOHNSON, STACY ANNE JOHNSON, KIM PAUL Doing business as AUBURN MECHANICAL INC WA UBI No. 600 074 968 PO BOX 249 AUBURN, WA98071 253-838-9780 KING County Business type Corporation Governing persons KIM JOHNSON License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. AUBURMI163BA Effective — expiration 01 /01 /1984 — 09/12/2014 Bond FIDELITY & DEPOSIT CO OF MD Bond account no. LPM8047218 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 09/12/2001 09/01/2001 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600074968&LIC=AUBURMI163BA&SAW= 03/31/2014 VEC A\ I CAL HVAC LEG \� GENERAL NOTES GENERAL SYMBOL DESCRIPTION RECTANGULAR DUCT, FIRST NUMBER INDICATES SIZE FOR SIDE SHOWN MAIM 1 P4/14 1 24/12 DUCT SHOWN IN SECTION, ARROW POINTS TO SIDE CALLED OUT FIRST ROUND DUCT, NUMBER INDICATES DIAMETER h 240 g 240 1—f OVAL DUCT, FIRST NUMBER INDICATES MAJOR DIAMETER, SECOND NUMBER INDICATES MINOR DIAMETER h 24/120 Li 2a/tzm J 1 RESUPPCTANLYGULAIRAR DUCT, ELBOW SQUAR FACE OR ING TOWARDS -.II-/ SUPPLY AIR DUCT, SQUARE OR RECTANGULAR ELBOW FACING AWAY IL EXHAUST, RETURN OR SUPPLY AIR DUCT ROUND, ELBOW FACING TOWARDS -I , _� RETURN OR SUPPLY AIR DUCT ROUND, ELBOW FACING AWAY MR.EXHAUST, SQUAARET RRRECTANGUURN LARAIELBOWT FACING TOWARDS �■- SQUARETORRRECTANGULAR, ELBOWOR RETURN AIR FACING AWAY 1EXI TRANSITION RECTANGULAR TO RECTANGULAR 1—(0... TRANSITION AT TAKE OFF .p TRANSITION SQUARE OR RECTANGULAR TO ROUND OR OVAL s-0, UP DUCT OFFSET UP OR DOWN DOWN OPPOSED BLADE DAMPER PARALLEL BLADE DAMPER ..f-11-1- VOLUME DAMPER 1 1 DUCT DAMPER, MOTOR OPERATED (ELECTRIC OR PNEUMATIC) lI 1 BACK DRAFT DAMPER (ALLOWS FLOW IN DIRECTION OF ARROW) LE.y ODD AD ORAP 1 ACCESS DOOR (AD) OR ACCESS PANEL (AP) 11. r� • FIRE DAMPER (1 HOUR) iM 1 IFD 1 1f FIRE DAMPER (2 HOUR) 1111 1 iFD2 1 REVISIONS No changes of shall be made to I work without prior appro Nr7 _.:-'ry1,r Tukwila Building Divisic ;ions will require a new p GENERAL SYMBOL DESCRIPTION RECTANGULAR DUCT, SQUARE ELBOW WITH TURNING VANES I RECTANGULAR DUCT, RADIUS VANED ELBOW EXTRACTION GRID 144---WI FLEXIBLE DUCT 00' FLEXIBLE DUCT CONNECTION SIDEWALL SUPPLY AIR DIFFUSER, d GRILLE OR REGISTER AND CFM too CFM AIR FLOW f SIDEWALL RETURN/EXHAUST AIR GRILLE 100 CFM OR REGISTER AND AIR FLOW f f 4- SCREENED OPENING AND CFM AIR FLOW 100 CFM 0 i SUPPLY OUTLET, CEILING TYPE, DIFFUSER OR GRILLE, SQUARE OR RECTANGULAR AND CFM AIR FLOW (SEE NOTE 3) SUPPLY OUTLET, CEILING TYPE, ROUND AND CFM AIR FLOW (SEE NOTE 3) UNEAR DIFFUSER AND CFM AIR FLOW (SEE NOTE 3) RETURN/EXHAUST REGISTER OR GRILLE, CEILING DUCT TYPE AND CFM AIR FLOW RETURN/RELIEF GRILLE, CEILING TYPE, NON -DUCTED UNIT HEATER, HORIZONTAL UNIT HEATER, VERTICAL PROJECTION UNED DUCT SOUND ATTENUATOR 0 i AD SD UNED DUCT WITH ACCESS DOOR AND SMOKE DAMPER GENERAL SYMBOL DESCRIPTION ® THERMOSTAT, REMOTE, CEILING 0 HUMIDISTAT, WALL ❑H HUMIDISTAT CEILING 4D DUCT TYPE SMOKE DETECTOR I,]H D DUCT TYPE HEAT DETECTOR 2 STATIC PRESSURE REGULATOR TEMPERATURE SENSOR, HUMIDITY SENSOR, DUCT MOUNTED 0 THERMOSTAT, WALL OT N NIGHT THERMOSTAT E❑ THERMOSTAT, CEILING 0 TEMPERATURE TRANSMITTER VAV BOX LEGEND 1ST CHARACTER: V= VARIABLE AIR VOLUME TERMINAL UNIT 2ND CHARACTER: F= FAN POWERED UNIT C= SHUTOFF UNIT 3RD CHARACTER: E= ELECTRIC HEAT W= HOT WATER HEAT C= NO HEAT COIL MARK NUMBER UNED DUCT WITH AXFIILi,E COPY Peal* Lib ,an reviewapprowduis subject to stun and omissions. -P .ram wr,r •r••r•,r s Aiit4Strot any adopted code or on ina ce. Receipt ��Pa A. L i]rovA.N}yd Rt ' acknowledged: -,,,. �i a. he scope val of RN, 0 ' IDEfiltUST r. City Of 1irwila lsn submittal f c f 1ae additional plan review fees_ BUILDING DIVSS ON SUGGESTED ABBREVIATIONS ABBREVIATION DESCRIPTION A MV AD ADD AF AFF AP APPROX ARCH AUD AVG BI BDD BFP BHD BHP BLDG BOD BOP BOS BTU BTUH BW C Cv 'C CAP CC CCW CFM CI COND CONN CONT CPLG CPVC CW DA DB DBD DIA 0 DIS DIR DN DS DWG dB EA EAT EFF ELL ELEC ELEV, EL ESP EVAP EWT EXH EXIST EXT FC FD FLR FCO FOB FOF FOIC FOT FPM FRP FS FT FV GAL GPM GALV GA HC HD HORIZ HP HPC HR HVAC HPU HTG ID IE IGV INSUL IN ANCHOR AUTOMATIC AIR VENT ACCESS DOOR ANGULAR DOWN DISCHARGE AIR FOIL WHEEL ABOVE FINISHED FLOOR ACCESS PANEL APPROXIMATELY ARCHITECTURAL ANGULAR UP DISCHARGE AVERAGE BACKWARD INCLINED WHEEL BACK DRAFT DAMPER BACKFLOW PREVENTER BOTTOM HORIZONTAL DISCHARGE BRAKE HORSE POWER BUILDING BOTTOM OF DUCT BOTTOM OF PIPE BOTTOM OF STEEL BRITISH THERMAL UNIT BRITISH THERMAL UNIT PER HOUR BUTTWELD COMMON FLOW COEFFICIENT TEMPERATURE - DEGREES CELSIUS CAPACITY COOLING COIL COUNTER CLOCKWISE ROTATION CUBIC FEET PER MINUTE CAST IRON CENTER LINE CONDENSATE CONNECTION CONTINUED/CONTINUATION COUPLING CHLORINATED POLYVINYL CHLORIDE CLOCKWISE ROTATION DIRECT ACTING DRY BULB TEMPERATURE DOWN BLAST DISCHARGE DIAMETER DEIONIZED WATER SUPPLY DEIONIZED WATER RETURN DOWN DOWNSPOUT DRAWING DECIBELS EXHAUST AIR / EACH ENTER AIR TEMPERATURE CO EFFICIENCY ELBOW ELECTRICAL ELEVATION EXTERNAL STATIC PRESSURE EVAPORATOR ENTERING WATER TEMPERATURE EXHAUST EXISTING EXTERIOR / EXTERNAL TEMPERATURE - DEGREES FAHRENHEIT FORWARD CURVE WHEEL FIRE DAMPER FLOOR FLOOR CLEAN OUT FLAT ON BOTTOM FACE OF FLANGE FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FLAT ON TOP' FEET PER MINUTE GLASS FIBER REINFORCED PLASTIC FLOW SWITCH FEET FACE VELOCITY FPM GALLONS G<11 I ONS PER MINUTE GALVANIZED GAGE, GAUGE HEATING COIL HEAD - FEET OF WATER HORIZONTAL HORSEPOWER HIGH PRESSURE CONDENSATE HOUR HEATING, VENTILATING AND AIR CONDITIONING HEAT PUMP UNIT HEATING INSIDE DIAMETER INVERT ELEVATION INLET GUIDE VANE INSULATION INCHES SUGGESTED ABBREVIATIONS ABBREVIATION DESCRIPTION KW KVA LAT LBS, # LWT MA MAX MBH MCC MECH MIN MOV MTD, MTG NC NIC NO NTS NPSH OA OBD OF OS&Y OD OVHD PBD" PD/oP PDI POC POS PRESS PRV PS PSIG PSV PVC QD RA RECT REF REV RH RM ROT RPM RQD RTN RV SA SCFH SCFM SHC SHF SHT SO SOV SP SQ SS STL STRUC SW SUCT TD TDH TEMP TH THC THD THRD TOD TOS TOP TP TS TSP TV 1YP UBD VAV VD VP VERT VTA VTR WB WCO WG WHA W/ KILOWATT KILOVOLT -AMPERE LEAVING AIR TEMPERATURE CO POUNDS LEAVING WATER TEMPERATURE CO MIXED AIR MAXIMUM HEAT CAPACITY BTU PER HOUR X 1000 MOTOR CONTROL CENTER MECHANICAL MINIMUM MOTOR OPERATED VALVE MOUNTED, MOUNTING NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN / NUMBER NOT TO SCALE NET POSITIVE SUCTION HEAD OUTSIDE AIR OPPOSED BLADE DAMPER OVERFLOW OUTSIDE SCREW AND YOKE OUTSIDE DIAMETER OVERHEAD PARALLEL BLADE DAMPER PRESSURE DROP OR DIFFERENTIAL PRESSURE PLBG. & DRAINAGE INSTITUTE POINT OF CONNECTION POSITION PRESSURE PRSSURE REGULATING VALVE PRESSURE SWITCH PRESSURE - POUNDS PER SQUARE INCH, GAUGE PRESSURE RELIEF (SAFETY) VALVE POLYVINYL CHLORIDE QUICK DISCONNECT REVERSE ACTING (CONTROLLER) / RECTANGULAR REFERENCE REVISED RELATIVE HUMIDITY ROOM ROTATION REVOLUTIONS PER MINUTE REQUIRED RETURN ROOF VENT SUPPLY AIR STANDARD CUBIC FEET/HR STANDARD CUBIC FEET/MIN SENSIBLE HEAT CAPACITY SENSIBLE HEAT FACTOR SHEET SCREENED OPENING SOLENOID OPERATED VALVE STATIC PRESSURE SQUARE STAINLESS STEEL STEEL STRUCTURAL SOCKET WELD SUCTION 1. SEE DRAWINGS M1b AND FOR ADDITIONAL MECHANICAL LEGENDS AND ABBREVIATIONS. 2. SEE CONTROL SCHEMATIC(S) FOR ADDITIONAL ABBREVIATIONS AND SYMBOLS RELATING TO CONTROL SYSTEMS. 3. DIFFUSER SYMBOLS WITHOUT AIR FLOW DIRECTION ARROWS INDICATE AIR FLOW IN ALL DIRECTIONS (TWO DIRECTIONS FOR LINEAR DIFFUSERS). AIR FLOW ARROWS ARE USED TO INDICATE DESIRED AIR FLOW DIRECTIONS IN OTHER CASES. 4. SOME ABBREVIATIONS AND SYMBOLS INCLUDED IN THIS LEGEND MAY NOT BE FOUND ON ANY DRAWINGS. THEY ARE INCLUDED HERE AS PART OF A STANDARD LEGEND AND MAY BE UTILIZED IN THE FUTURE. 5. ODESIGNATES EQUIPMENT APPEARING ON MECHANICAL EQUIPMENT SCHEDULES. 6. THE SCOPE OF WORK INCLUDES ALL WORK WITHIN THE CLOUD(S) MARKED WITH THE REVISION (REV) LETTER WHICH MATCHES THE ONE INDICATED IN THE LOWER RIGHT CORNER OF THE SHEET OR THE LATEST REV LETTER IN THE REVISION SECTION OF THE TITLE BLOCK. IF THERE IS NO CLOUD ON THE SHEET, THE ENTIRE SHEET IS IN THE SCOPE OF WORK, UNLESS IT'S A DETAIL SHEET. A DETAIL REFERENCED WITHIN A CLOUD IS INCLUDED IN THE SCOPE OF WORK EVEN WHEN THE ACTUAL DETAIL DRAWING IS NOT CLOUDED ON THE DETAIL SHEET. LEGEND AND GENERAL NOTES ALWAYS APPLY WHETHER CLOUDED OR NOT. CONSTRUCTION NOTES PERTAINING TO THIS JOB WILL BE CLOUDED AND MARKED WITH THE MATCHING REV LETTER UNLESS ON A SHEET WHERE THERE ARE NO CLOUDS AT ALL, THEN ALL NOTES APPLY. FLAG NOTES POINT TO SPECIFIC INSTANCES OF THE CONSTRUCTION; NUMBERED NOTES APPLY TO THE ENTIRE CONSTRUCTION AREA. f. rt1uvlut Mt.$S PURCHASE AND INSTALL TO COMPLETE C 0 i4i0A i L P`�r(ER, INTEGRATED WITH ADJACENT BUILDING q� FINISH ITEMS, IN FULL COMPLIANCE WITH RE URN AiR ED 'IN EV INSTALL MEANS, OBTAIN ITEM(S) TO BE "� �� I dLLeD FFOM OWNER AT LOCATION AS DIRECTED BY CONSTRUCTIO MANAGER, AND INSTALL IN SAME MANNER ❑ Mechan c D COMPLIANCE AS IF PURCHASED. (I ectrical I'�iimbing Gras Piping City of Tukwila E! €I.. `ING DIVISION TRENCH DRAIN TOTAL DYNAMIC HEAD (FEET OF WATER) TEMPERATURE TOTAL HEAD (FEET OF WATER) TOTAL HEAT CAPICITY TOP HORIZONTAL DISCHARGE THREADED TOP OF DUCT TOP OF STEEL TOP OF PIPE TOTAL PRESSURE TEMPERATURE SWITCH TOTAL STATIC PRESSUIt TURNING VANE TYPICAL UP BLAST DISCHARGE VARIABLE AIR VOLUME VOLUME DAMPER VELOCITY PRESSURE VERTICAL VENT TO ATMOSPHERE VENT THROUGH ROOF WET BULB TEMPERATU WALL CLEAN OUT WATER GAUGE (INCHES OF WATER) WATER HAMMER ARRESTOR WITH 114.--oco4b REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 vg- City of Tukwila BUILDING DIVISI •k_ RECEIVED CITY OF TUKWILA FEB 1 3 2014 PERMIT CENTER ISSUED FOR CONSTRUCTION 11.26.13 SAZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN 389-1219 SYM CAFETERIA UPGRADE REVISION 12419164 BY SAZAN/ON APPROVED DATE 11.26.13' BY APPROVED DATE ce;LAFDP.LSIAW ACCEPTABILITY 1HS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN ON/SAZAN CHECKED DATE NCINELH IRATE 11.20.13 'CHECKED APPROVED APPROVED HVAC LEGEND & ABBREVIATIONS mlE CAFETERIA UPGRADE L I Cf `II A Ai i f `A I I I A CT C D BUILDING 09-94.1 CURRENT REASON 12419164 SYMBOL DATE 11.26.13 SHEET M1a JOB NO. 12419164 COMP N0. AI I full CCAITCD WA DWG N0. 110_mu-I11,, VECHA\ICAL PIPI\G L -G \D ` GENERAL SYMBOL DESCRIPTION —i 1— BREAK IN PIPE I CROSSING LINES, NO CONNECTION I DIRECTION OF FLOW —�— SLOPE DIRECTION OF SLOPE, DOWN aH EQUIPMENT MARK NUMBER EXIST EXISTING WORK EXISTING TO BE REMOVED -.ssswi- — — HIDDEN OR BELOW GRADE - IN -LINE RECIRCULATING PUMP ---6 9— INSULATED PIPE -®- INSULATED PIPE WITH ELECTRIC HEAT TRACING 7-NEW NEW WORK POC POINT OF CONNECTION -- — PUMP FIXTURES SYMBOL DESCRIPTION O CIRCULAR WASHFOUNTAIN C7 SEMI -CIRCULAR WASHFOUNTAIN ELECTRIC WATER COOLER Q LAVATORY, ROUND COUNTER MOUNT ® LAVATORY, RECTANGULAR COUNTER OR WALL MOUNT ORD (oFD) ROOF DRAIN (OVERFLOW DRAIN - ROOF) Q SAFETY EYE WASH FOUNTAIN (a'' SAFETY SHOWER AND EYE WASH D SERVICE SINK, FLOOR MOUNT SERVICE SINK, WALL HUNG NOM SHOWER STALL AND FIXTURE 1) URINAL, WALL HUNG p WATER CLOSET, WALL HUNG cp WATER CLOSET, FLOOR MOUNT WASTE FITTINGS SYMBOL DESCRIPTION + 1/4 BEND CLEAN OUT, EXPOSED —H I CO Fco CLEAN OUT, FLOOR 0 CLEAN OUT, WALL —1 WCO O tTD FUNNEL FLOOR DRAIN O RID FUNNEL DRAIN O FD FLOOR DRAIN O Fs FLOOR SINK LATERAL I,x1 TRENCH DRAIN 111101111 QO WR WASTE RECEPTOR, ROOF WYE AND 1/8 BEND, SHOWN WITH CLEAN OUT 1111C0 PIPE IDENTIFICATION SYMBOL DESCRIPTION —A— COMPRESSED AIR, PLANT —AS— AQUEOUS SOLUTION —A(250)— COMPRESSED AIR, 250 PSI —C— CONDENSATE RETURN (GRAVITY) —CD— CHEMICAL DRAIN —CF— CHEMICAL FEED —CHWR— CHILLED WATER RETURN —CHWS— CHILLED WATER SUPPLY —CLD— CLEAR WATER DRAIN —CLWR— COOLING WATER RETURN —CLWS— COOLING WATER SUPPLY — CRV— CORROSION RESISTANT VENT —CRW— CORROSION RESISTANT WASTE — CTFR— COOLING TOWER FILTER RETURN —CTFS— COOLING TOWER FILTER SUPPLY —CTWR— COOLING TOWER WATER RETURN —CTWS— COOLING TOWER WATER SUPPLY —CW— DOMESTIC COLD WATER — DI — DEIONIZED WATER —DW— DISTILLED WATER —F— FIRE LINE, AHEAD OF ALARM VALVE —FH— FIRE HOSE CABINET PIPING — FOR— FUEL OIL RETURN — FOS— FUEL OIL SUPPLY — FOV— FUEL OIL VENT —G— NATURAL GAS - LOW PRESSURE —MPG— NATURAL GAS - MEDIUM PRESSURE — GN2— GASEOUS NITROGEN — HGD — REFRIGERANT HOT GAS DISCHARGE — HPC — CONDENSATE, STEAM (HIGH PRESSURE) — HPR— CONDENSATE RETURN (HIGH PRESSURE) — HPS— STEAM SUPPLY (HIGH PRESS, 125-250 PSIG) —HPW — HOT PROCESS WATER — HPWC— HOT PROCESS WATER CIRCULATING — HW— DOMESTIC HOT WATER SUPPLY — HWC— DOMESTIC HOT WATER CIRCULATING —HWR— HEATING WATER RETURN —HWS— HEATING WATER SUPPLY —IA— INSTRUMENT AIR — ID — INDIRECT DRAIN — IW — INDUSTRIAL WASTE — PIW— INDUSTRIAL WASTE (PUMPED) —LN2— LIQUID NITROGEN — LPC — CONDENSATE, STEAM (LOW PRESSURE) — LPG — LIQUID PETROLEUM GAS — LPS — STEAM SUPPLY (LOW PRESS, 0-15 PSIG) — MPC — CONDENSATE, STEAM (MEDIUM PRESSURE) — MPS — STEAM SUPPLY (MEDIUM PRESS, 15-125 PSIG) — OFD— OVERFLOW DRAIN — PA — PAINT BOOTH SERVICE AIR —PCWS— PROCESS COOLING WATER SUPPLY —PCWR— PROCESS COOLING WATER RETURN — PC— CONDENSATE RETURN (PUMPED) PIPE IDENTIFICATION SYMBOL DESCRIPTION —PCW— PROCESS COLD WATER —PHW— PROCESS HOT WATER —PTW— PROCESS TEMPERED WATER —PHWC— PROCESS HOT WATER CIRCULATING — RL— REFRIGERANT LIQUID — RS— REFRIGERANT SUCTION (GAS) — RWL— RAIN WATER LEADER —S— SPRINKLER LINE — SAN— SANITARY WASTE ABOVE GRADE OR FLOOR -- SAN-- SANITARY WASTE BELOW GRADE OR FLOOR — SPD— SUMP PUMP DISCHARGE — STM— STEAM SUPPLY -- STS-- STORM DRAIN BELOW GRADE --- TP --- TRAP PRIMER — VAC— VACUUM — VPD— VACUUM PUMP DISCHARGE PIPE FITTINGS SYMBOL DESCRIPTION BELL & SPIGOT > > BLIND FLANGE 11 BUSHING L.— EXPANSION JOINT MIN -I I- FLANGED FITTING -- FLEXIBLE PIPE CONNECTION GROOVED COUPLING HB HOSE BIBB "4-NFH13 HOSE BIBS NON FREEZE PIPE ANCHOR 2< PIPE CAP SCREWED OR SOLDER JOINT PIPE CAP, WELDED OR GROOVED —D PIPE CROSS L$L PIPE ELBOW, 90' SHORT RADIUS }sR PIPE ELBOW, 90' LONG RADIUS —f PIPE ELBOW, REDUCING PIPE ELBOW, 45' —I-k PIPE ELBOW, TURNED UP OR TOWARD — O PIPE ELBOW, TURNED DOWN OR AWAY —1-D PIPE GUIDE = PIPE HANGER --/— x ( r PIPING MATERIAL CHANGE, X TO Y PIPE PLUG —14 PIPE REDUCER CONCENTRIC —1:3— o PIPE REDUCER ECCENTRIC PIPE SUPPORT PIPE TEE, STRAIGHT —'ft— PIPE TEE, UP OR TOWARD 101 REDUCING PIPE FLANGE —ID PIPE TEE, DOWN OR AWAY t1 SCREWED FITTING OR AS SPECIFIED 1----1 SEISMIC HANGER f PIPE FITTINGS SYMBOL DESCRIPTION —f SOLVENT CEMENT lP SPRING HANGER UNION, FLANGED — 1 i— —It— UNION, SCREWED WELDED FITTING 4.---..- SOLDERED FITTING -e—e- PIPING SPECIALTIES SYMBOL DESCRIPTION C3 2 WAY CONTROL VALVE W/PNEUMATIC ACTUATOR 3 WAY CONTROL VALVE W/PNEUMATIC ACTUATOR A/Q AIR DROP - HOSE, SIMPLEX / DUPLEX e /® AIR OUTLET - HARD PIPE, SIMPLEX / DUPLEX DO ANGLE GLOBE VALVE, ELEVATION / PLAN 400 L' _ AUTOMATIC FLOW CONTROL VALVE (NUMBER INDICATES GPM) MA" AUTOMATIC AR VENT (WITH DRAIN) BACKFLOW PREVENTER LBFP� v*l BALANCE VALVE WITH METERING PORTS BALANCE VALVE W/0 METERING PORTS Db H41-/H401- BALL VALVE, OPEN / CLOSED --Ijil— BUTTERFLY VALVE —ii:g-- COOLING COIL CHILLED WATER FLOAT VALVE —1:-1 F FLOWMETER, VENTURI TYPE —i 1— FLOWMETER ORIFICE ->=1 GATE VALVE, OPEN / CLOSE A GATE VALVE, OUTSIDE SCREW AND YOKE GATE VALVE, WITH HOSE CONNECTION —*4) 1x0-/ GLOBE VALVE, OPEN / CLOSED —ril— HEATING COIL -N / 4 LIFT CHECK VALVE -MAV MANUAL AIR VENT (WITH DRAIN) ;': MOTOR OPERATED VALVE NEEDLE VALVE © NITROGEN DROP O NITROGEN OUTLET PETCOCK * $HH•IE PETE'S PLUG, WITH BALL VALVE PLUG VALVE/STOP COCK —161— ,f. PRESSURE GAUGE WITH VALVE DA*I PRESSURE REGULATING VALVE W/EXT PRESS TAP 47 PRESSURE REGULATING VALVE (SELF CONTAINED) 81 PRESSURE RELIEF VALVE / SAFETY VALVE I1 QUICK OPENING VALVE IA QUICK CLOSING VALVE, FUSIBLE LINK pi SOLENOID OPERATED VALVE — STEAM TRAP —INI— SWING CHECK VALVE WITH FLOW PIPING SPECIALTIES SYMBOL DESCRIPTION A TEST PLUG p1 THERMOMETER, LINE MOUNT _IL THERMOMETER, SEPARABLE WELL MOUNT Q TRAP, FLOAT TP TRAP SEAL PRIMER VALVE UNCLASSIFIED VALVE A VACUUM BREAKER Q VACUUM DROP (LAB VAC) Ov VACUUM OUTLET (LAB VAC) HARD PIPED Y VACUUM CLEANING OUTLET O VALVE BOX VALVE IN RISER (TYPE SPECIFIED) 1<al— if WATER HAMMER ARRESTOR \ WYE STRAINER (WITH DRAIN VALVE) FIRE PROTECTION SYMBOL DESCRIPTION 1 2 WAY EARTHQUAKE BRACING X 4 WAY EARTHQUAKE BRACING uV ALARM VALVE, WET Cy ® ASR AUTOMATIC SPRINKLER RISER K)1 DRY PIPE VALVE ELECTRIC BELL EXISTING SPRINKLER HEADS (TO REMAIN) -0-0- EXISTING SPRINKLER HEADS (REMOVE) )8( X FHc FIRE HOSE CABINET fil— FIRE DEPARTMENT CONNECTION, WALL TYPE .E. if FIRE DEPARTMENT CONNECTION, YARD TYPE FIRE DEPARTMENT CONNECTION, FLUSH —cr— 4 FH FIRE HYDRANT - 2 HOSE OUTLET *I ill FIRE HYDRANT - 2 HOSE OUTLET AND PUMPER CONNECTION ❑O FLOW SWITCH O HALON SYSTEM AUTOMATIC DISCHARGE STATION L1 HALON SYSTEM, MANUAL DI ^"`^^' C((T,�"�'ON.� -fl-�4 GROOVED COUPLING, GROO D. CARGVI ® MONITOR SWITCH CODE C PN POST INDICATOR VALVE, YA AP �— —�— SPRINKLER HEAD, DRY PE ENT a A SPRINKLER HEAD, OVER A UNDER MAR SPRINKLER HEAD, PENDEN IN LINE, NEW • l SPRINKLER HEAD, PENDEN OFFSET, NEW _ SPRINKLER HEAD, SIDEW PENDENO t SPRINKLER HEAD, SIDEW —0 a�AI:Olte SPRINKLER HEAD, UPRIGHT, ''Ii"�•iii. THRUST BLOCK }WIT G WALL INDICATOR VALVE, PLAN / ELEVATION 916G WATER MOTOR GONG T TAMPER SWITCH WELDING SYMBOL DESCRIPTION ROOT OPENING CONTOUR SYMBOL DEPTH OF FlWNGINCLUDED FOR PLUG AND FINISH SYMBOL` SLOT WELDS \`1 EFFECTNE THROAT F SIZE G STRENGTH FOR A CERTAIN WELDS_. R \ S(E){p tR}L-P GROOVE ANGLE, ANGLE OF COUNTERSINK FOR PLUGWEID LENGTH OF WELD PITCH (CENTER TO CENTEROSPACING) WELDS �FlQD WELD SYMBOL ARROW CONNECTING REFERENCE LINE TO ARROW SIDE (/'T { R} (N)J ELEMENTS IN THIS AREA REMAIN AS SHOWN WHEN TAIL AND ARROW ARE �— REVERSED OR ARROW SIDE MEMBER OF JOINT WELD ALL MOUND SYMBOL REFERENCE LINE NUMBER OF SPOT OR PROJECTION WELDS \ BA.S C WELD SYMBOL OR DETAIL REFERENCE TAIL MAY BE OMMIRED WHEN ENCE IS NOT USED SPECIFICATIONS, PROCESS OR OTHER REFERENCE . BACK WELD FILLET WELD T� PLUG OR SLOT WELD II SQUARE WELD O SPOT OR PROJECTION WELD GENERAL NOTES 1. SOME ABBREVIATIONS AND SYMBOLS INCLUDED IN THIS LEGEND MAY NOT BE FOUND ON AVE DRAWINGS. THEY ARE INCLUDED HERE AS PART OF A STANDARD LEGEND AND MAY BE UTIUZED IN THE FUTURE. EWED FOR OMPLIANCE 'ROVED 26 2014 f Tukwila G DIVISION RECEIVED ITY OF TUKWILA FEB 1 3 2014 ERMIT CENTER ISSUED FOR CONSTRUCTION 11.26.13 SAZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 • Tel 206.267.1700 Fax 206.267.1701 SAZAN 389.1219 SYM BY APPROVED DAZE SYM REVISION By APPROVED DATE CAFETERIA UPGRADE 12419164 SAZAN/ON 11.26.13 pirLIEFAlfig ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DAZE ONOINLtIt CHECKED APPROVED DATE 11.20.13 SUBIIE PIPING LEGEND & ABBREVIATIONS TIME I I CC IJ A A I I (' A I I A A CTC D CAFETERIA UPGRADE BUILDING 09-94.1 All CURRENT REVISION 12419164 SYMBOL DATE 11.26.13 SHEET M1b JOB N0. 12419164 COMP N0. nN COMTCP WA Dwc N0' no_non _Ill I, AIR HANDLING UNIT EQUIPMENT SCHEDULE GENERAL SUPPLY FAN RETURN FAN COOLING COIL HEATING COIL DESIGN BASIS OPERATING WEIGHT (LEIS) REMARKS EQNO. AREA SERVED SERVED DWG. NO. LOCATION (CFM) T.S.P. E.S.P. IN WG H p' BHP FLA V/PH/HZ RPM INWGIN WG H.P. R. BHP FLA V/PH/HZ RPM AIR SIDE WATER SIDE AIR SIDE WATER SIDE EDB/EWBD C.LAB DEG. MENS BH MBHL MAX N WGD DEG F DEC F GPM MN FT DD MBH / DEC F NPWG DEG�F DEGFF GPM IN FT DD AHMB3 DINING 1M10 MECH PLATFORM 27,500 3.93 1.30 - 24.95 - 480/3/60 1975 - - - - - - 78/66 54.9/53.9 826.63 1,198.58 0.62 45.0 55.0 119.5 18.2 1,500 45/94 - 200 - 75.00 - EXISTING - - AHRES KITCHEN RFM10 ROOF 6,900 3.45 1.0 7.5 5.62 9.0 480/3/60 1750 1.16 1.0 5.0 2.13 6.6 480/3/60 1160 78.7/62 54.4/52.2 183.42 191.24 0.50 45.0 55.1 37.9 11.6 230.73 65/95.6 0.16 200 159.2 11.3 1.7 MCQ014GUAY DAC OAH 6,800 1,2,3,4,5,6,7,9,10,11,12,13,15 AHRF5 KITCHEN (MAU) RFM10 ROOF 5,000 4.07 1.5 7.5 4.89 9.0 480/3/60 1750 - - - - - - - 88/68 52.3/52 195.09 243.84 0.85 45.0 55.0 48.8 5.8 298.08 23/77.0 .013 200 159.6 14.8 2.6 QAHOI2GDAC 4,250 1,2,4,5,6,7,8,9,10,11,12,14,15 NOTES: 1. PROVIDE DIRECT DRIVE FANS. 6. PROVIDE WEATHER PROOF, INSULATED CASING. 1 . PROVIDE WITH DANFOSS VFD'S WITH INTEGRAL DISCONNECT. 2. PROVIDE HINGED ACCESS DOORS. 7. CONTROL DAMPERS WITH EDGE SEALS, SPRING CLOSE (NC) AMCA RATED LEAKAGE. 12. PROVIDE WITH SINGLE POINT ELECTRICAL CONNECTION. 3. PROVIDE BOTTOM RETURN & FRONT DISCHARGE 8. PROVIDE WITH BACK OSA AND BOTTOM SIDE DISCHARGE. 13. 100% ECONOMIZER. CONFIGURATION. 9. PROVIDE MERV 8 PRE -FILTER AND MERV Al2 FILTERS. 14. 100% OUTSIDE AIR UNIT. 4. PROVIDE PREMIUM EFFICIENCY FAN MOTOR. 10. PROVIDE LEFT SIDE OSA INTAKES (SEE RFM10) 15. CONTROLS BY CONTROLS CONTRACTOR. 5. PROVIDE WITH 16" HIGH ROOF CURB. EXHAUST FAN SCHEDULE EQUIP. NO. SYSTEM OR AREA SERVED DWG. NO. LOCATION AIRFLOW (CFM) MAX. E.S.P. LOSS IN. W.G. WEIGHT W/ CURBS (LBS) ELECTRICAL BASIS OF DESIGN REMARKS HP V/PH/HZ EFRE5A KITCHEN HOOD RFM10 ROOF 3,530 2.0 350 3 460/3/60 CAPTIVE AIRE MODEL US1161 3, 4, 5, 8 EFRF3 ACTION/FLEX RFM10 ROOF 1,250 2.0 170 1 460/3/60 GREENHECK MODEL CUBE-161XP-10 1, 3, 4, 5 EFRE5B FRESH GRILL RFM10 ROOF 3,105 1.75 350 2 460/3/60 CAPTIVE AIRE MODEL US1161 3, 4, 5, 8 EFRF4 PIZZA OVEN RFM1O ROOF 685 1.5 130 1/2 115/1/60 GREENHECK MODEL CUBE-101HP-5 1 EFRD5 DISHWASHER RFM10 ROOF 600 0.5 120 1/4 115/1/60 GREENHECK MODEL CUBE-101-4 2, 3 EFRFS JANITOR RFM10 ROOF 110 0.25 50 1/6 115/1/60 GREENHECK MODEL CUE-060-VG 9 EFRB1 JANITOR RFM10 ROOF 80 0.5 - 1/6 115/1/60 COOK MODEL 200-ACES 10 EFRB4 RESTROOMS RFM10 ROOF 800 0.25 - 1/6 115/1/60 GREENHECK MODEL CUE-101-VG 10 EFRC5A EMSTROOM RFM10 ROOF 100 0.25 50 1/100 115/1/60 GREENHECK MODEL CUE-060-G 7 EFRC5B EMPLOYEE RFM10 ROOF 100 0.25 50 1/100 115/1/60 GREENHECK MODEL CUE-060-G 7 EFRC4 DINING RFM10 ROOF 5,200 0.25 300 2 460/3/60 GREENHECK MODEL CUBE-180-20 6, 9 NOTES: 1. PROVIDE WITH 12" HIGH ROOF CURB AND VENTED CURB EXTENSION TO PROVIDE MINIMIM DISCHARGE EQUAL TO 40" ABOVE ROOF. UL 762 2. PROVIDE 12" HIGH ROOF CURB, UL 705, VARIABLE SPEED CONTROL, INTERNAL WIRING, WEATHERPROOF DISCONNECT, BIRD SCREEN, BDD DAMPER. 3. PROVIDE PREMIUM EFFICIENCY MOTOR. 4. PROVIDE WITH 7" RACK DRIPLOC GREASE CONTAINMENT SYSTEM AND HINGED BASE TO PROVIDE ACCESS TO FIRE PROTECTION ACCESSORIES. 5. PROVIDE VARIABLE FREQUENCY DRIVE RATED MOTOR. DANFOSS VFD DRIVE WITH INTEGRAL DISCONNECT BY HOOD MANUFACTURER AT KITCHEN HOOD. 6. PROVIDE VARIABLE FREQUENCY DRIVE RATED MOTOR AND DANFOSS VFD DRIVE WITH INTEGRAL DISCONNECT. 7. PROVIDE SOLID STATE SPEED CONTROL, 5 AMP, WD-90 BACK DRAFT DAMPER, GPI-17-G12 ROOF CURB. 8. SPRING VIBRATION ISOLATORS - B112 THRU BI18 / EQUIVALENT SIZED. 9. PROVIDE 12" HIGH ROOF CURB, INTERNAL WIRING, WEATHERPROOF DISCONNECT, BIRD SCREEN, BDD DAMPER. 10. INSTALL ON EXISTING ROOF CURB. VARIABLE AIR VOLUME TERMINAL UNIT (VAV) SCHEDULE MARK NUMBER AIR QUANTITY RANGE CFM PRIMARY AIR PRESSURE DROP AT MAXIMUM INCH WG MAX. NC LEVEL 0 1.5" WG INLET INLET SIZE (INCH) HEATING AR FLOW PD AIR IN. WG REMARKS CFM SP IN. WG FAN HP VAV-1 0-900 0.5 10 - - - TITUS SINGLE DUCT VAV VAV-2 0-2500 0.5 16 - - - TITUS SINGLE DUCT VAV VAV-3 0-2500 0.5 16 - - - TITUS SINGLE DUCT VAV NOTES: 1. PROVIDE WITH 24V CONTROL TRANSFORMER, DUST TIGHT ENCLOUSURE SEAL, DISCONNECT SWITCH, HANGER BRACKETS, REMOVABLE AIR FLOW SENSOR, BOTTOM ACCESS DOOR. DIFFUSER SCHEDULE MARK NUMBER LOCATION TYPE CFM FACE SIZE (INCHES) NECK SIZE (INCHES) MOUNTING HEIGHT (FEET) THROW (FEET) NECK VELOCITY F.P.M. P.D. INCH H2O FINISH BASIS OF DESIGN REMARKS SD-1 SERVERY CEIUNG DIFFUSER 800 24x24 150 9 10 RAD. 400 0.094 #26 WHITE TITUS TMSA-AA-24X24-3-26 1 SD-2 KITCHEN CEILING DIFFUSER 700 24x24 140 9 9 RAD. 400 0.089 #26 WHITE TITUS TMSA-AA-24X24-3-26 1 SD-3 SERVERY CEILING DIFFUSER 80 24X24 60 10 5 RAD. 400 - #26 WHITE TITUS TMSA-AA-24X24-3-26 1 SD-4 OFFICES CEILING DIFFUSER 200 24x24 12x12 10 - 300 0.019 #26 WHITE TITUS MCD-AA 1 LD-1 DINING/SERVERY CEILING DIFFUSER 250 6x48 - 12.5 9 - - #26 WHITE TITUS ML38-TZ-48-3-6-DF-01 2 LD-2 DINING/SERVERY CEIUNG DIFFUSER 275 6x60 - 12.5 9 - - #26 WHITE TITUS ML38-TZ-60-3-6-DF-01 2 SR-3 DINING UNEAR BAR DIFFUSER 800 3x96 - 0 20 - 0.095 #01 ALUMINUM TITUS CT-481-1A-01-A-AG-35 3 SR-4 DINING LINEAR BAR DIFFUSER 400 3x48 - 0 20 - 0.095 #01 ALUMINUM TITUS CT-481-1A-01-A-AG-35 3 1. FURNISH WITH DAMPER AND "EGS" EQUALIZING GRID. 2. THREE SLOT, 3/4" SLOT SPACING FURNISH WITH MP-SP MODULINEAR DIFFUSER PLENUM 3. FURNISH WITH OPOSED BLADE DAMPER REGISTER / GRILLE (AIR) SCHEDULE MARK NUMBER TYPE MATERIAL FINISH INLET/NECK SIZE, INCHES MAX. NOISE COEFF10ENT MAX. TP INCH WG MAXIMUM SET CFM REMARKS RAG-1 RETURN ALUMINUM WHITE 24X24 25 .03 - 1 RAG-2 RETURN ALUMINUM WHITE 24X48 25 .03 - 1 G-1 EXHAUST ALUMINUM WHITE 8X6 - .018 100 - TG-1 TRANSFER GRILLE ALUMINUM WHITE 12X12 - .013 200 2 1. FURNISH TITUS 50F WITH OPPOSED BLADE DAMPER 2. FURNISH TITUS 50E-NT-AA, LAY -IN REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVISION GENERAL NOTES REFERENCE DRAWINGS C-200 MECHANICAL EQUIPMENT SCHEDULES AHU-1 EQUIPMENT NO. DESIGNATION WAS CHANGED TO AHMB3 EQUIPMENT CAPACITIES WERE COMPILED FROM AS -BUILT SETS CONSTRUCTION NOTES 122> EXISTING EQUIPMENT TO REMAIN IN SERVICE. PROVIDE TESTING AND BALANCING, ADJUST EQUIPMENT CONTROLS TO NEW FLOW REQUIREMENTS. PROVIDE NEW EQUIPMENT. REPLACE EXISTING EQUIPMENT WITH NEW IN PLACE. ® REPLACE EXISTING REGISTER WITH NEW IN PLACE. RECEIVED CITY OF TUKWILA FEB 1 3 2014 PERMIT CENTER 0 ISSUED FOR CONSTRUCTION 11.26.13 SAZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN 389-1219 SYM REV190N APPROVED DATE sYM REVISION BY APPROVED DATE CAFETERIA UPGRADE 12419164 SAZAN/ON 11.26.13 g)LAW7EFAIW ® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN ON/S9ZAN CH DATE 11.20.13 SUBTITLE HVAC-SCHEDULES CURRENT REVISION 12419164 SYMBOL DATE 11.26.13 ,ENCINEEN CHECKED APPROVED TITLE CAFETERIA UPGRADE BUILDING 09-94.1 SHEET M2a JOB N0. 12419164 COMP NO. nr\/ rrMTrD WA UWG N0' ONE:n.114 AI uCrUAAllrAl 11ACTCD Al I n0-nOA-119n 2012 WASHINGTON STATE ENERGY CODE NOTES 1. LOAD CALCULATIONS SHALL BE PERFORMED PER ASHRAE STANDARD 183 OR CHAPTER 3 OF THE WASHINGTON STATE ENERGY CODE (WSEC) AS NOTED IN SECTION C403.2.1 OF THE WSEC. 2. THE OUTPUT CAPACITY OF HEATING AND COOLING EQUIPMENT AND SYSTEMS DO NOT EXCEED EXCEED CALCULATED LOADS PER SECTION C403.2.2 OF THE WSEC. 3. MECHANICAL VENTILATION SHALL BE PROVIDED PER SECTION 401.2 OF THE INTERNATIONAL MECHANICAL CODE WITH FLOW REDUCTION CAPABILTIY TO THE CODE MINIMUM. 4. EACH HVAC SYSTEM WRH TOTAL FAN MOTOR NAMEPLATE HORSEPOWER EXCEEDING 5 HORSEPOWER SHALL MEET THE PROVISIONS OF SECTION C4032.10 OF THE WSEC. 5. NEW MECHANICAL SYSTEMS SHALL COMPLY WITH THE SYSTEM COMMISSIONING AND COMPLETION REQUIREMENTS PER SECTION C403.2.9 OF THE WSEC. 6. ZONE TEMPERATURE CONTROL SHALL BE CAPABLE OF A DEADBAND OF AT LFAST 5'F PER C403.2.4.2 OF THE WSEC. 7. THERMOSTATS SHALL BE 7 DAY PROGRAMMABLE WITH MANUAL OVERRIDE FOR TEMPORARY OPERATION UP TO TWO HOURS PER C4.32.4.3 OF THE WSEC. 8. ALL DUCT AND PIPING SYSTEMS SHALL BE INSULATED PER SECTION C403.2.7.2 k TABLE C403.2.8 OF THE WSEC. PROTECTION OF PIPE INSULATION EXPOSED TO WEATHER SHALL COMPLY WITH SECTION C403.2.8.1 OF THE WSEC. 9. AIR HANDLING STSILMS SHALL HAVE OPTIMUM START CONTROLS PER SECTION C4.32.2.4.3.3 OF WSEC. 10. ALL DUCTWORK SHALL BE CONSTRUCTED AND SEALED PER SECTION C403.2.7.3, C402 LEAKAGE REQUIREMENTS AND INTERNATIONL BUILDING CODE VAPOR RETARDER REQUIREMENTS. 11. ALL LOW PRESSURE DUCT STSILMS SHALL BE SEALED TO A I Far4GE RATE NOT TO EXCEED 6R OF THE FAN FLOW. 12. OUTSIDE AIR INTAKES AND EXHAUST DUCTS SERVING CONDITIONED SPACE SHALL BE EQUIPPED WRH MOTORIZED DAMPERS WHICH CLOSE AUTOMATICALLY WHEN SYSTEM IS OFF OR UPON POWER FAILURE DAMPER LEAKAGE RATE SHALL COMPLY WITH SECTION C402.4.5.2 OF THE WSEC. 13. ECONOMIZER HEATING SYSTEM IMPACT SHALL COMPLY WITH SECTION C403.1.4 OF THE WSEC. 14. INTEGRATED ECONOMIZER CONTROL SHALL COMPLY WITH SECTION C403.1.3 OF THE WSEC. PRESSURE CLASSIFICATION FOR DUCTWORK SCHEDULE TYPE DUCT PRESSURE CLASS REMARKS (IN. WG) _ (PO) RETURN +1.0 250 SUPPLY (UPSTREAM OF VAV TERMINAL UNIT) +2.0 500 SUPPLY (DOWNSTREAM OF VAV TERMINAL UNIT) +1.0 250 EXHAUST +1.0/-1.0 250 REVIEWED FOR CODE COMPLIANCE 4' APPROVED pY MAR 2 6 2014 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 1 3 2014 PERMIT CENTER ISSUED FOR CONSTRUCTION 11.26.13 SAZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN 389-1219 SYM REVISION BY APPROVED DAIS SYM REVISION Err APPROIID DATE CAFETERIA UPGRADE 12419164 SAZAN/ON 11.26.13 relArgez,Ara ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED FIE DEPT. DATE DRA ON SAZAN SNUINE I CHECKED APPROVED DATE 11.20.13 SUBTITLE GENERAL NOTES CAFETERIA UPGRADE BUILDING 09-94.1 urruAAllr Al I/ACTED Al I CURRENT REVISION 12419164 SYMBOL DATE 11.26.13 s5EET M2d J08 N0. 12419164 COMP N0. nry rRJTED WA o"G "O' no —CIO n_uon 18"x50" SUPPLY DUCT FROM MECH. RM. ABOVE 20/8 DUCT DOWN TO 24x12 EXH. GR., 750 CFM, TYP. 2 1,250 CFM, 18X14 DIFFUSER TITUS 301RL W/ OPP. DAMPER (TYP. OF 2) 10/10—UP TO EF-8 3'x3' HOOD, r 1 1350 CFM lM10 MM503 SEE DETAIL 1M10 M503 1 > SF-7, 2,500CFM 0 Jfi"SP, GREENHECK TCB-1-13-10 24x24x60 DUCT SILENCER, IAC-5LFM 24x22 INTAKE AIR GRILLE 18"X6" GRILLE NEAR BOTTOM OF DOORS —40 o CD 1M10M5t. TNG G TO 60 DN. TO• 1500CFM ,�- 10"0 DN. TO 12X12 RETURN GRILLE W/ OPPOSED BLADE DAMPER, TITUS 350ZRS (TYP. OF 2) ! . EXISTING 12"0 U CANOPY TO TO EFRB4 REMAIN 24X24 RETURN AIR GRILLE (TYP. OF 6) 10EILING Tr REMAIN itt XIS EILING REMAIN /m t TE: DUCT FROM THIS POINT TO FAN HALL BE 18 GA. GALV. STEEL W/ALL ffOINTS & SEAMS SOLDERED WATERTIGHT. 18/18 UP TO EF-7 ON ROOFI 1 20/17 DUCT TO FAN EF-1 IN EQUIP. ROOM SEE DWG M501 FOR CONT.I 1 51 BEVERAGE COOLER PARTIAL PLAN VIEW SCALE: 1/8" = 1'-0" O LEGEND FOR LEGEND AND ABBREVIATIONS, SEE SHEETS M1a & M1b. GENERAL NOTES 1 > EQUIPMENT AND ASSOCIATED DUCTWORK ABANDONED IN PLACE. 1. — REVIEWED FOR CODE COMPLIANCE APPROVED AR 2 6 2014 City of Tukwila BUILDING DIVISIONEF1DRAWINGS CONSTRUCTION NOTES 122> P.O.C. PROVIDE NEW DUCT CONNECTION TO EXISTING DUCT AS SHOWN. PROVIDE NEW SUPPLY REGISTER TO REPLACE EXISTING. CONTRACTOR TO INFORM BOEING PROJECT CONSTRUCTION MANAGER FOR INSPECTION OF STANDING WATER IN UNDERGROUND DUCT PRIOR TO REPLACING SUPPUES GRILLES. ® PROVIDE NEW 24"X24" GRILLE TO 24"X24" DUCT UP TO RELIEF EXHAUST FAN ON ROOF. RECEIVED CITY OF TUKWILA FEB 1 3 2014 PERMIT CENTER IS UED FOR CONSTRUCTION 11.26.13 SAZAN GROUP 600 Stewart St., Ste 1400 Vie, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN 389-1219 SCALE: 1 /8"=1'-0" 8' 4' 0 4' 8' 16' BY APPROVED DATE SYM REV610N TRY APPROVED DATE A PURCHASE/INSTALL DISHWASHER J1794031-01 CH 4.17.00 CAFETERIA UPGRADE 12419164 SAZAN/ON 11.26.13 6 DISHWASHER ROOM Jft534170-00 M.WONG RWS 08.02.04 C AIR HANDLER UPGRADE J#534907-01 RWS RWS D DISHWASHER ROOM (DUCT SILENCER) J#534170-00 M.WONG RWS 06.17.05 r KRf NEN NMn GnOL GI IPFroglnp CVC RV100R1 N WnN(0 n919110 OLAMIEFAW ® ACCEPTABILITY THIS DESK,N AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN EDDIE P. DUARTE CHECKED LKUIHEGN CHECKED APPROVED APPRWED DATE 3.28.00 SUBTIIIE DUCTWORK PLAN - FIRST FLOOR CURRENT REVISION 12419164 SYMBOL G DATE 11.26.13 TIRE CAFETERIA UPGRADE 11CC1.4AAlIrA1 IIACTCO BUILDING 09-94 SHEET 1M10 JOB N0. 12419164 COMP N0. roll Al I nni rrAITEP WA DWG Na n0—n0A-1111n LEGEND FOR LEGEND AND ABBREVIATIONS, SEE SHEETS MID & M1b. STORAGE JANITOR MEN H a WOMEN 2" HWS/R SEE M500 FOR CONT. IY ENTRY 2" HWS/R SEE 1M457 FO CONTINUATION- y FIRE RISER MEN I—Q 6 10 WOMEN ELECTRICAL ROOM ---4H--- DINING AREA LJ 1 1 r EMPLOYEE KITCHEN T r r EN-RY SERVERY C1 sJ =iT -HL COOLER FREEZER OFFICE JANITOR STORAGE J PARTIAL PLAN VIEW SCALE: 1/8" = O REVIEWED FO� CODE COMPLIANCE APPROVED MAR 2 6 2014 LOADING DOCK —CRY oni,kwi BUILDING DIVISMN O— ISSUED FOR CONSTRUCTION 11.26.13 GENERAL NOTES 1. - REFERENCE DRAWINGS CONSTRUCTION NOTES PROVIDE NEW 2" HWS/R. RECEIVED CITY OF TUKWILA FEB 1 3 2014 PERMIT CENT SAZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 4 Tel 206.267.1700 Fax 206.267.1701 • SAZAN 389-1219 •CLI00 0 0 0 0 vr 6' 4' 0 4' 8' 16' SCALE: 1/8"=1'-0" REVISION Eft APPROVED DATE REVISION 81 APPROVED DATE CAFETERIA UPGRADE 12419164 SAZAN/0N 11.26.13 0_4T 47EZAW ACCEPTABILITY THIS DESIGN AND/OR SPECIRCA110N IS APPROVED APPROVED BY DEPT. DATE DRAWN ON/SAZAN OATS 11.20.13 SUBDUE HVAC PIPING PLAN - FIRST FLOOR CURRENT REVISION 12419164 SYMBOL DATE 11.26.13 CHECKED APPROVED APPROVED TIRE 11CPUAAIIPAI EIACTCD CAFETERIA UPGRADE BUILDING 09-94 SHEET 1 M60 JOB N0. 12419164 COMP N0. rill All nf\V PCAITCD WA DWG N0' n0_n0A _1u1n EFRB4 800 CFM RFM10 M500 EFRC4 5200 CFM AIEk RFM10 M513 `3'-0" MIN. �EFRCS _ �EFRCSB RFM10 M513 RFM10 €010 M512 �' A 1M10 RFM10 M512 17/12 13/12 DN 25/12 200 � i• 20/18 1D EFRE5A PARTIAL PLAN VIEW O SCALE: 1/8° = 1'-0" ..EFRE5B/ RELIEF AIR � AHRE5 1 RFM10 M513 EFRF3 15'-0° MIN. EFRF4 15.-0" MIN. 10 05-13 M503 0 SU PLY DUCTWORK THROUGH HIGH ROOF EXTERIOR WALL. SEE11M450 FOR CONTINUATION. PIPING INSIDE CURB (TYPICAL) HRF5 EFRF5Q1 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 BUILDING DIVISION LEGEND FOR LEGEND AND ABBREVIATIONS, SEE SHEETS M1a & M1b. GENERAL NOTES 1 EQUIPMENT AND ASSOCIATED DUCTWORK ABANDONED IN PLACE. E> RECEIVED CITY OF TUKWILA FEB 1 3 2014 PERMIT CENTER IS UED FOR CONSTRUCTIO 11.26.13 REFERENCE DRAWINGS REFER TO SHEET M2a FOR EXHAUST SCHEDULE FOR SPECIFICATION DETAILS. REFER TO SHEET M2a FOR AIR HANDLING SCHEDULE FOR SPECIFICATION DETAILS. CONSTRUCTION NOTES PROVIDE NEW EXHAUST FAN. REFER TO SHEET M2a FOR EXHAUST SCHEDULE FOR SPECIFICATION DETAILS. PROVIDE NEW AIR HANDLING UNIT. REFER TO SHEET M2a FOR EQUIPMENT SCHEDULE. REMOVE EXISTING EXHAUST FAN AND REPLACE WITH NEW IN PLACE. PROVIDE NEW GAS WATER HEATER CONCENTRIC VENT. NOT USED. PROVIDE NEW EXHAUST FAN SAzAN'J� GROUP 600 Stewart St.. / 400 REVISION APPROVED DATE SYM REOSION APPROVED DATE CAFETERIA UPGRADE 12419164 SAZAN/ON 11.26.13 �BOE/A/tI�® ACCEPTABILITY THIS DEOGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN ON/SAZAN CHECKED NbINUN CHECKED APPROVAL) APPROVED DATE 11.20.13 ttle, Wash' a 98101 Te' J6.267.1700 r 206.267.1701 AN 389-1219 DUCTWORK Pl1" <OOF 118 CAFETERIA .ADE BUILDING 9-94.1 rni Ai 8' 8' 16' SCALE: 1/, CURRENT REVISION SYMBOL 12419164 SHEET RFM10 11.26.13 JOB N0. COMP NO 12419164 DWG Nl nn_noA_lutn urruAANrAI IIACTCD n 1 L SEE M501 FOR LARGE SC PLAN AND CONTINUATION 3" CHWS/R Q HEAT —TRACED_ 3" CHWS/R DOWN TO LOW ROOF. 5 RFM60 M505 4 RFM60 M505 o —2" CHWS/R J WS/R DOWN 1/2" CHWS/R RFM60 M505 WSS R DOWN RFM60 M505 PARTIAL PLAN VIEW SCALE: 1/8" = 1'-0" O REVIEWED FOR CODE COMPLIANCE APPROVED _MA_R_20111 City of Tukwila BUILDING DIVISION LEGEND FOR LEGEND AND ABBREVIATIONS, SEE SHEETS Mia & M1b. GENERAL NOTES 1. - REFERENCE DRAWINGS CONSTRUCTION NOTES PROVIDE NEW 3° CHWS/W ON ROOF WITH PIPE SUPPORT SYSTEM. PROVIDE HEAT TRACE TO ALL NEW PIPING. PROVIDE NEW CONNECTION TO CHILLED WATER COIL AS SHOWN. PROVIDE NEW CONNECTION TO HEATING WATER COIL AS SHOWN. SEE 1M457 FOR HWS/R PIPING CONTINUATION. RECEIVED CITY OF TUKWILA FEB 1.3 2014 PERMIT CENTER IS UED FOR CONSTRUCTIO 11.26.13 SAZAN GROUP 600 Stewart St, Ste 1400 e, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN 389-1219 000 0 0 0 0 ME 0 g�; ,1, KEY PLAN WAIL ILTS. 8' 4' 0 4' 8' 16' SCALE: 1/8"=1'-0" REVISION B APPROVED DATE SYM REVISION BY APPROVED DUE CAFETERIA UPGRADE 12419164 SAZAN/ON 11.26.13 g)LAFE7E,Arl e ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DATE SUBTITLE 11.20.13 TITLE DUCTWORK PLAN - ROOF CAFETERIA UPGRADE BUILDING 9-94.1 TIrruAAIIrAI TInCTCD PAI All nr CURRENT REVISION 12419164 SYMBOL DATE 11.26.13 SHEET NO. RFM60 JOB 12419164 COMP N0. DWG NO. nn_noA_uurn Er APPROVED SrM /-3" V.T.R. REASON 1>3" V.T.R. PARTIAL PLAN VIEW SCALE: 1/8" = 1'-0" BY APPROVED DATE CAFETERIA UPGRADE 12419164 SAZAN/ON 11.26.13 A MECHANICAL PERMR CORREC110N LETTER 0 12419164 SAZAN/ON 03.06.14 7s3' 1 1/4'CI 3" V.T.Rmk6 3" V.T.R/ t1tMOOii ?LAMPE/ACM* ACCEPTABILITY INIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DATE ON/SAZAN CHECKED INGINWI CHECKED REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of T BUILDING DIVISION RECE' ED CITY OF TUKWIL MAR 18 2014 PERMIT CENTER LEGEND FOR LEGEND AND ABBREVIATIONS, SEE SHEETS M1a & M1b. GENERAL NOTES 1 > EQUIPMENT AND ASSOCIATED DUC1WORK ABANDONED IN PLACE. REFERENCE DRAWINGS CONSTRUCTION NOTES PROVIDE NEW PLUMBING VENT EXISTING PLUMBING VENT TO REMAIN. 1 1/4" CD DOWN TO BELOW ROOF. CONNECT TO EQUIPMENT WITH 4" MINIMUM TRAP. CORRECTIONmilt SA Z A N GROUP ISSUED FOR CONSTRUCTION 11.26.13 DATE 11.20.13 SUBIDLE TARE IlrrunKllrnl IAACTED 600 Stewart St., Ste 1400 Seattle, Washington 98101 • Tel 206287.1700 Fax 206.267.1701 SAZAN 389-1219 ROOF PLUMBING PLAN CAFETERIA UPGRADE BUILDING 9-94.1 rnI All 000 0 0 0 0 ' r e RFM710 / i 8' 4' KEY PLAN 0 4' 8' 16' SCALE: 1/8"=1'-0' CURRENT REVISION 12419164 SYMBOL A DATE 03.06.14 SHarRFM110 JOB ND. 12419164 COMP NO. nr, ENO. no_noa_1111 1n LEGEND / F. 32/16 26/16 40/36 36/36 24/23 12/8 DOWN 8/14 P0C D16/12 DOWN PARTIAL PLAN VIEW SCALE: 1/4" = 1'-0" 1 14"0 DOWN 22/24 20/8 DOWN Q VIEWED FOR CO E COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVISION 1 M1,61LIM 450 O 1 z IS UED FOR CONSTRUCTION 11.26.13 FOR LEGEND AND ABBREVIATIONS. SEE SHEETS M1a & M1b. GENERAL NOTES REFERENCE DRAWINGS 109-094-1M10 DUCTWORK PLAN — FIRST FLOOR CONSTRUCTION NOTES CAP EXISTING DUCTWORK AND PROVIDE NEW TAKE —OFF. PROVIDE NEW DUCTWORK AND SIZE AS SHOWN. PROVIDE NEW SUPPLY DUCT DOWN THROUGH EXISTING METAL DECK. CUT DECK TO ACCOMMODATE NEW DUCT. RECEIVED CITY OF TUKWILA FEB 1 3 2014 PERMIT CENTER 000 0 0 0 0 o SAZAN GROUP 600 Stewart St., Ste 1400 e, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN 389-1219 0 0 0 10=r Ar 8' 4' 1M452 KEY PLAN 0 4' 8' 16' SCALE: 1/8"=1'-0" SYM REVISION BY APPROVED DATE SYM BY APPROVED DATE CAFETERIA UPGRADE 12419164 SAZAN/ON 11.26.13 el_AiTAIEFAW ACCEPTABILITY TH6 DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN ON/SAZAN CHECKED DATE 11.20.13 SUBTITLE KITCHEN AREA ENGLARGED DUCTWORK PLAN - UPPER CURRENT RM510N 12419164 SYMBOL DATE 11.26.13 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TINE CAFETERIA UPGRADE BUILDING 09-94 SHEET 1 M450 JOB N0. 12419164 COMP N0. nni nr.rtrn ur• DWG N0. LEGEND FOR LEGEND AND ABBREVIATIONS, SEE SHEETS M10 & M1b. CD 1 1M451 M512 1M451 M512 30/18 1M451 M503 0 12x12 EXHAUST UP TO EF ON ROOF. 22/18 A451 M503 12"0 DOWN E 1M4511N502 34/30 �xy 22/24 20x8 DUCT DN. 24/24 18/24 22/28 14/18 UP 8/20 Yk SEE RFM10 FOR CONTINUATION •„_42/24 i .001] �20x8 DUCW: � I /16 14"0 DUC DN. 0 TRUSS SP CE 16x16 DJCT DN.Q3 20x8 DUCT DN. 14"O a REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVISION PARTIAL PLAN VIEW 2 SCALE: 1/4" = 1'-0" 1M151 GENERAL NOTES REFERENCE DRAWINGS CONSTRUCTION NOTES PROVIDE NEW KITCHEN EXHAUST DUCT. REFER TO SHEET M512 FOR KITCHEN EXHAUST DUCT CONSTRUCTION AND INSTALLATION REQUIREMENTS. PROVIDE NEW DUCTWORK AND SIZE AS SHOWN. PROVIDE NEW SUPPLY DUCT DOWN THROUGH EXISTING METAL DECK. CUT DECK TO ACCOMMODATE NEW DUCT. RECEIVED TY OF TUKWILA FEB 1 3 2014 PERMIT CENTER IS UED FOR CONSTRUCTION 11.26.13 SAZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 .,Tel 206.267.1700 Fax 206.267.1701 SAZAN 389-1219 000 0 0 0 0 EN 0 0 KEY PLAN scut. RTS. 8' 4' 0 4' 8' 16' SCALE: 1/8"=1'-0" REVISION BY APPROVED DATE SYM DUE CAFETERIA UPGRADE 12419164- SAZAN/ON 11.26.13 ACCEPTABILITY THIS DESIGN MD/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE WN ON SAZAN N CHECKED *WARD DATE 11.20.13 SUBTITLE KITCHEN AREA ENLARGE DUCTWORK PLAN - UPPER TIRE CAFETERIA UPGRADE 11CnUAAHn Al 11ACTCO BUILDING 09-94 nrm .1 CURRENT REVISION 12419164 SYMBOL DATE 11.26.13 SHEET 1 M451 JOB NO. 12419164 COMP NO. nn, nrutCO 1uA DWG NO. nn nnA 111AGA I /N i,1111 POI.M ou LEGEND FOR LEGEND AND ABBREVIATIONS, SEE SHEETS M1D & M1b. RENSION r BY APPROVED SYM ® G-1, 100 CFM GR LLE WITH 8"X8" EXHAUST DUCT UP TO EF ON ROOF. ® G-1, 100 CFM GR LLE WITH 8"X8" EXHAUST DUCT UP TO EF ON ROOF. BY SD-2 400 CFM 10"0 DN e1 Co/: SD-2 14/8 UP INTO JOIST SPACES TYP. 18/14 SD-2 400 CFM BD (TYP.) — [›-12X12 EXHAUST UP TO EFRD5 ON ROOF 16X4 DUCT P. (TYPICAL FOR 2) 6"0 DN. W/ VD f SD-4 50 CFM 6"0 SD-4 50 CFM 12"0 DN. ID �r SD-2 600 CrM /2 16/8 SD-2 700 CFM W/ VD 20/8 UP SD-2 700 CFM REVIEWED FOR 15"0ODE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila B ILDING DIVISION APPROVED DATE CAFETERIA UPGRADE 12419164 SAZAN/ON 11.26.13 PARTIAL PLAN VIEW 5 SCALE: 1/4" = 1'-0" BOE/NO° o'— 1M10 iM452 O ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN ON SAZAN 01 J W 2 I/f U G W M n GENERAL NOTES REFERENCE DRAWINGS 109-094-1M10 DUCTWORK PLAN — FIRST FLOOR 109-094-1M453 KITCHEN PLAN ENLARGED DUCTWORK PLAN — LOWER CONSTRUCTION NOTES PROVIDE RECTANGULAR DUCTWORK AS SHOWN. PROVIDE ROUND DUCT CONNECTION TO DIFFUSER DOWN AS SHOWN. PROVIDE EXHAUST DUCT UP TO ROOF MOUNTED EXHAUST FAN. ® PROVIDE NEW EXHAUST GRILLE AND DUCT UP TO ROOF MOUNTED EXHAUST FAN. RECEIVED Y OF TUKWILA FEB 1 3 2014 PERMIT CENTER IS UED FOR CONSTRUCTION 11.26.13 DATE 11.20.13 1:NCINLLR 'CHECKED AINROVED APPROVED SUBTITLE MILE SAZAN GROUP 600 Stewart St, Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN 389-1219 KITCHEN AREA ENLARGED DUCTWORK PLAN - LOWER CAFtItRIA UPGRADE BUILDING 09-94 11CnLIAAIin AI 1IACTCD Pill All 000 0 0 0 0 EN 0 KEY PLAN • xs 8' 4' 0 4' 8' 16' SCALE: 1/8"=1'-0" CURRENT REVISION 12419164 SYMBOL DATE 11.26.13 SHEET 1M452 JOB NO. 12419164 COMP NO. nfll PCErTLD MA DWG N0. nn AAA 111ACA LEGEND FOR LEGEND AND ABBREVIATIONS, SEE SHEETS M1a & M1b. O KITCHEN HOODS BY KITCHEN CONTRACTOR. COORDINATE EXHAUST AND SUPPLY AIR WITH ROOF JOIST DUE TO LOW CEIL NG AND STRUCTURE. (TYPICAL FOR HOOD IN THIS AREA. p 12X17 DN. I (2013 CFM) 12X25 DUCT UP, SEE 1 M451 FOR CONTINUATION. 10/16 12X17 UP TO I ROOF. 10X20 DN. r (1208 CFM) --- --- 15"0 16"0 B A 1M453 M51 1M453 M512 10"x16" DN TO HOOD 932 CFM. (TYP. 2) rtc 1M451 M503 180 \‘-20/8 UP O 1M450 M503 VAV-3 20/8 UP r - 16"0 18°0 rt-i 15"0 DN. r --1 `I X SD-1 ✓-'sr 800 CFM W/ VD j j.,(3) EF VFD DRIVES ON I JI HOOD BY HOOD MFGR. I 12X13 DN. (1513 CFM) 2f8 -- r -1 14"0 VAV-2— I 10X1' D(J. (908 CFM) SD- 800 C RAG-1 1250 CFM (TYP. 2) 42 "-L 14"0 jet— SD-2 700 CFM 00 CFM it 24/12 (TYP) 24x36 RETURN DUCT UP 15°0 DN.- SD 1 '✓-� V 800 CFM ' 18"0 24X24 DOWN TO RETURN GRILLE (TYP. 3 LOC.) J = 20/8 UP 14"0 DUCT UP SEE 1M451 FOR CONTINUATION OUTLINE OF HIGH ROOF ABOVE 12"0 TO 7.5"x7.5" TRANSITION TO PIZZA OVEN HOOD CONNECTION, 12"0 EXHAUST UP 0 THERMOSTAT ON WALL 5.-0" ABOVE FLR. 8"x8" TRANSFER AIR DUCT 12/8 18"0 Ox30 SUPPLY DUCT AIR UP _.<1 DOOR LOUVER EXHAUST UP TO EFRFS ON ROOF. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVISION x N N 61 APPRMID DAlt =TM RUN ACROSS JOIST WEB SPACE. COORDINATE EXACT LOCATION IN FIELD. (TYPICAL) REVISION PARTIAL PLAN VIEW 3 SCALE: 1/4" = 1'-0" BY APPROVED DATE 1M1 53 CNEIERL UPGRADE 12419164 SAZAN/ON 11.26.13 A CAFETERIA UPGRADE - ADDENDUM #1 12419164 SAZAN/ON 12.10.13 B MECHANICAL PERMIT CORRECTION LETTER %1 12419164 SAZAN/ON 03.06.14 gLinsE/NO' - 12X12 EXHAUST GRILLE ACCEPTABILITY miS DESIGN AND OR SPEOF1CAIION IS AP ROJED APPROVED BY DEPT. DATE DRAWN ON/SA .) lACifITER ISSUED FOR CONSTRUCTION 11.26.13 DATE 11.20.13 SUBIIRE GENERAL NOTES REFERENCE DRAWINGS 109-094-1M10 DUCTWORK PLAN - FIRST FLOOR 109-094-1M452 KITCHEN PLAN ENLARGED DUCTWORK PLAN - LOWER CONSTRUCTION NOTES PROVIDE DUCT UP THROUGH METAL DECK, BETWEEN 0 PROVIDE DUCT SMOKE DETECTOR ON RETURN DUCT UP TO AHUE5. REFER TO RFE110, KEYNOTE #3 FOR CONNECTION INFORMATION TO ADT ARE ALARM PANEL RECEIVED CITY OF TUKWILA MAR 1 8 2014 PERMIT CENTER 000 0 0 0 0 0 __ ■■ 0 SAZAN GROUP 600 Stewart St, Ste 1400 Seattle, Washington 98101 • KITCHEN PLAN ENLARGED DUCTWORK PLAN - LOWER Tel 206.267.1700 Fax 206.267.1701 SAZAN 389-1219 SCALE: 1/8"=1'-0" lir :7,1 1M4 3 // KEY PLAN 8' 4' 0 4' 8' 16' CURRENT REVISION 12419164 SYKBOL DA1E 03.06.14 'CHECKED APPROVED APPROVED 1810 CAFETERIA UPGRADE BUILDING 09-94 SHEET 1M453 JOB NO. 12419164 COMP N0. IExaires: 05/02/141 1AF!`NANIf dl UOCTFR rio si I !WV CTNTFR Wd DWG NO. (10-1100-1 U4.11 SYTA 2" HWS/R UP TO BELOW ROOF. 2" HWR/S T 1 1/4" HWS/R 1 1/4" HWS/R r UP. SEE RFM60 FOR CONTINUATION. OUTLINE OF AHU—' ON ROOF. 1 C_ —_J 14, 1 1/4" OUTLINE OF AHU— ON ROOF. HWS/R. a 11 J L J J1 1/4" HWS/R UP. SEE RFM60 FOR CONTINUATION 0 BY APPROVED DATE SYM REVISION PARTIAL PLAN VIEW SCALE: 3/16" = 1'-0" BY APPROVED DAZE CAFETERIA UPGRADE 12419164 SAZAN/ON 11.26.13 1M657O 1 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 • City of Tukwila BUILDING DIVISION ACCEPTABILITY 1N6 DESIGN AND/OR SPECIFICA110N 6 APPROVED APPROVED BY DEPT. DATE -DRAWN ON SAZAN CHECKED RECEIVED CITY OF TUKWILA FEB 1 3 2014 PERMIT CENTER ISSUED FOR CONSTRUCTION 11.26.13 DATE 11.20.13 SUBTITLE TOE LEGEND FOR LEGEND AND ABBREVIATIONS, SEE SHEETS M1a & M1b. GENERAL NOTES REFERENCE DRAWINGS CONSTRUCTION NOTES PROVIDE NEW 2" HWS/R. 12> PROVIDE 1 1/4" HWS/R UP THROUGH ROOF. SAZAN GROUP 600 Stewart St, Ste 1400 eattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN 389-1219 SERVING AREA HVAC PIPING PLAN CAFETERIA UPGRADE BUILDING 09-94.1 11C/`W AIIr AI 11ACTED All 0 000 0 0 0 0 ■N I I I ©� I I 0 r A/ 1M457 // AA KEY PLAN a"•. Nrs 8' 4' 0 4' 8' 16' SCALE: 1 /8"=1'-0" CURRDBT REVISION 12419164 SYMBOL DATE 11.26.13 SHEET 1M457 JOB NO. 12419164 COMP NO. nn, rrnmrP WA DWG NO' nO_nGA_1IAA 57 I II I II I II '11 11 LIP 41 2501CFM7 1 2702CFM 2501CFM i 2802CFM i 2501CFM ' 2652CFM , 2501CFM 2652CFM 250 CFM 1D— 2802CFM 2501CFM 652CFM �250D- 1CFM 652CFM1 2501CFM 2802CFM 2501CFM i 2002CFM 2001CFM 2002CFM 2001CFM 2002CFM 120 OVAL (TYP.)� ... 1 1 -� i i� 1 I I — 1 -1_—_ — 1 — t — - 1 J - I 10/14 J 12/14 f I 12/14 I I 12/14 I I 12/14 = I I 12/14 I' 12/1 ~ , I \12/,, LEGEND �14/16 II , FOR LEGEND AND ABBREVIATIONS, SEE SHEETS 16/16 — 1 MR b 16/16 •• I I I I I • r GENERAL NOTES I 2501CFM i 2702CFM �, 2501CFM 2802CFM 2501CFM i 2652CFM i 2501CFFI 2652CFM 2501CFM i2802CFM 2501CFM 13352CFM 13351CFM 13352CFM 13351CFM i 13352CFId 13351CFM i3002CFM 00 CFM i , I 1 > gm m mom NEW NEU UMW WNW MOMM MEW -1111111-- ' ._ 1 l ) i —1l!----- 4FOR :/14 ma ,E1 o im i aMI?LIANCE i • REFERENCE DRAWINGS - T • �►VED � � ��' _ — /," Ra'M 0 TH WALL "MOS 5'-0" AT 16/16 I 11•A i 2014 u kwita I-_ 1— ■ ` `= VISION CONSTRUCTION NOTES LD-1 250 FM LD-2 270 CFM i U-1 260 CFM LD-2 280 CFM LD-1 250 CFM LD-2 300 CFi� f tLD-1 �300 CFM LD-2 300 CFMi LD-1 300 CFM i LD-2 300 CFM LD— 300 CFM i LD-2 300 CR.i300 LD-1 CFM LD-2 300 CFM LD-1 i 300 CFM - I> RECEIVED OF TUKWILA MI= OEM--MEWFED - 3 2CITY 1 014 i l ,. �_ i l r 1� 1 1 EF EXHAUSTN ROOFUP PERMIT CENTER 000 O©© 0 1 30/16—ZTOK10 i 0 -RE milm ~32/1G I ©�/jj��j/j� .....", ill r DAMPER //// /% �� j � ttBALANaING PICA1—� O Il i , S A Z A I V I —1-- �—�� —I 1 1 I rH I 1 1=—�� i 11 GROUP BY APPROVED DATE srM REVISION 6Y APPROVED DATE CAFETERIA UPGRADE 12419164 SAZAN/ON 11.26.13 PARTIAL PLAN VIEW SCALE: 1/4" = 1'-0" gLATAFEFArig' 4 1M10 1M458 ACCEPTABILITY 114S DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE IS UED FOR CONSTRUCTION 11.26.13 DRAWN DATE ON/SAZPN 11.20.13 CHECKED SUBTITLE 600 Stewart St., Ste 1400 ttle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN 389-1219 ENLARGED DUCTWORK PLAN - FIRST FLOOR KEY PLAN 8' 4' 0 4' 8' 16' SCALE: 1/8"=1'-0" CURRENT REVISION 12419164 SYMBOL DATE 11.26.13 INktN CHECKED PROVED APPROVED TIDE CAFEIERIA UPGRADE um -tenure! 11GCT19 BUILDING 09-94 rn1 All SHEET 1M458 JOB N0. 12419164 COMP N0. nVV rrMTFR we DWG N0. no-not-1 AJASR REVISION POINTS UST DESCRIPTION POUANTTIY ER DEVICE POINT ALARM TREND NOTES DI DO Al AO HI LO FAIL LOG GENERAL EXHAUST FANS FAN COMMAND 1 RELAY 1 FAN STATUS 1 CT 1 KITCHEN HOOD EXHAUST FANS FAN COMMAND 1 RELAY 1 FAN STATUS 1 CT 1 1 1 FAN SPEED 1 1 EXHAUST AIR FLOW 1 1 PIZZA OVE EXHAUST FAN FAN COMMAND 1 RELAY 1 FAN STATUS 1 CT 1 1 1 DISHWASHER EXHAUST FAN FAN COMMAND 1 RELAY 1 FAN STATUS 1 CT 1 1 1 MAKE—UP AIR UNIT UNIT COMMAND 1 RELAY 1 UNIT STATUS 1 CT 1 1 1 FAN SPEED 1 1 1 SUPPLY AIR FLOW 1 FM 1 1 DISCHARGE AIR TEMPERATURE SETPOINT 1 TS 1 1 DISCHARGE AIR TEMPERATURE 1 TS 1 1 DISCHARGE AIR PRESSURE SETPOINT 1 PS 1 1 1 1 DISCHARGE AIR PRESSURE 1 PS 1 1 HEATING COIL CONTROL VALCE POSITION 1 CV 1 COOUNG COIL CONTROL VALVE POSITION 1 CV 1 VAV TERMINALS AIR VALVE POSITION 1 PO 1 1 AIR FLOW 1 FM 1 1 ROOFTOP AIR CONDITIONING UNIT UNIT COMMAND 1 RELAY 1 UNIT STATUS 1 CT 1 1 1 SPACE TEMPERATURE SETPOINT 1 TS 1 1 1 SPACE TEMPERATURE 1 TS 1 1 1 DAMPER POSITION 3 PO 1 RETURN AIR TEMPERATURE 1 TS 1 MIXED AIR TEMPERATURE 1 TS 1 1 1 SUPPLY AIR TEMPERATURE SETPOINT 1 TS 1 SUPPLY AIR TEMPERATURE 1 TS 1 1 1 FILTER DIFFERENTIAL PRESSURE SETPOINT 1 PS 1 1 FILTER DIFFERENTIAL PRESSURE 1 PS 1 1 1 HEATING COIL CONTROL VALCE POSITION 1 CV 1 COOLING COIL CONTROL VALVE POSITION 1 CV 1 REUEF FAN (DINING) FAN COMMAND 1 RELAY 1 FAN STATUS 1 CT 1 1 1 FAN SPEED 1 1 1 EXHAUST AIR FLOW 1 FM 1 1 1 RELIEF FAN (KITCHEN) FAN COMMAND 1 RELAY 1 FAN STATUS 1 CT 1 1 1 FAN SPEED 1 1 1 EXHAUST AIR FLOW 1 FM 1 1 1 GENERAL OUTSIDE AIR TEMPERATURE 1 TS 1 1 SCHEDULE 1 1 TOTAL I/O 8 9 23 5 4 6 25 INPUTS 31 OUTPUTS 14 POINTS UST SHALL BE VERIFIED BY DDC CONTRACTOR AND INCLUDED IN DDC SHOP DRAWINGS. CONTROLS ABBREVIATIONS CV - CONTROL VALVE PS - PRESSURE SENSOR FM - FLOW METER TS - TEMPERATURE SENSOR FS - FLOW SWITCH SW - END SWITCH PO - POSITION INDICATOR Br APPROVED DATE SYM Br APPROVED DATE CAFETERIA UPGRADE 12419164 SAZAN/ON 11.26.13 SEQUENCE OF OPERATIONS SEQUENCE OF CONTROL 1. GENERAL EXHAUST FANS (EFRB4, EFRB1, EFRC45A, EFRC456, EFRF5) TOILET ROOMS AND JANITOR ROOM a. EXHAUST FAN SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. OCCUPIED HOURS ARE PER USER DEFINED SCHEDULE. b. JANITOR ROOM EXHAUST FAN SHALL BE INTERLOCKED WITH ROOF AIR HANDLING UNIT AHRF5A. c. TOILET ROOM EXHAUST FANS SHALL BE CONTROLLED BY THE LIGHTING SWITCH 2. KITCHEN HOOD EXHAUST FANS (EFRESA, EFRE5B, EFRF3) a. EXHAUST FAN SHALL RUN CONTINUOUSLY AT LOW SPEED (50%) DURING OCCUPIED HOURS WHEN KITCHEN IS NOT OPERATING. OCCUPIED HOURS ARE PER USER DEFINED SCHEDULE. b. DDC SHALL COMMAND FANS TO START. FANS SHALL PURGE SPACE AND STOP 30 MINUTES (ADJ.) AFTER DDC SWITCH THE SYSTEM TO UNOCCUPIED MODE. DURING THIS TIME THE FANS SHALL RUN AT MINIMUM SPEED. c. EXHAUST FANS'S SPEED IS CONTROLLED BY INTEGRAL CONTROLLER. THE INTERNALLY INSTALLED TEMPERATURE SENSORS WILL MODULATE FAN'S SPEED. INTEGRAL CONTROLLER WILL OPTIMIZE FAN'S SPEED BY COMPARING ROOM TEMPERATURE (HOOD MANUFACTURER'S PROVIDED ROOM THERMOSTAT) AND EXHAUST AIR TEMPERATURE. d. TAB CONTRACTOR SHALL CALIBRATE EXHAUST AIR FLOW BASED ON FAN'S SPEED. 3. PIZZA OVEN EXHAUST FANS (EFRF4) a. EXHAUST FAN SHALL RUN CONTINUOUSLY WHEN BAKING IS IN PROGRESS. b. THE FAN SHALL BE TURN ON BY THE LOCAL SWITCH. c. EXHAUST FAN STATUS SHALL BE OVERRIDDEN BY THE TEMPERATURE SWITCH, INSTALLED BY THE MANUFACTURER. OPERATING TEMPERATURE IS 350'F AND ABOVE. 4.DISHWASHER EXHAUST FANS a. EXHAUST FAN SHALL RUN CONTINUOUSLY WHEN DISHWASHER IS ON. 5. MAKE UP AIR UNIT AND KITCHEN HOODS (AHRF5B) a. MAKE UP AIR UNIT SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. OCCUPIED HOURS ARE PER USER DEFINED SCHEDULE. b.MAKE UP AIR UNIT SHALL BE INTERLOCKED WITH KITCHEN'S EXHAUST HOODS FANS THROUGH DDC. WHEN ANY OF THE FANS COMMANDED ON, MAKE UP AIR UNIT SHALL START. SUPPLY FAN SPEED SHALL BE CONTROLLED BY VFD. PRESSURE SENSOR INSTALLED IN THE SUPPLY DUCT SHALL MODULATE FAN'S SPEED TO MAINTAIN DUCT PRESSURE. IF MAKE UP AIR UNIT FAN SPEED DROPS BELOW MINIMUM, DDC SHALL COMMAND HOOD EXHAUST FAN TO RUN AT FULL SPEED AND OPEN AIR VALVE OF VAV TO MAINTAIN MINIMUM FAN SPEED. IF NECESSARY, THE SECOND AND THIRD EXHAUST FAN SHALL RUN AT FULL SPEED WITH 10 MINUTES (ADJ) DELAY. c. VAV TERMINAL UNITS INSTALLED IN THE SUPPLY AIR DUCT AT EACH HOOD DUCT SHALL MAINTAIN MAXIMUM 60% OF EXHAUST FLOW. DDC SHALL CALCULATE TOTAL EXHAUST AIR FLOW BASED ON ACTUAL HOOD FANS SPEED AND OTHER EXHAUST FANS AND MODULATE MAKE UP AIR FLOW TO MAINTAIN MAXIMUM 60% OF TOTAL EXHAUST FLOW. d. HEATING: WHEN HEATING IS ENABLED, DISCHARGE AIR TEMPERATURE SENSOR SHALL SIGNAL TO HEATING COIL CONTROL VALVE TO MODULATE TO MAINTAIN DISCHARGE AIR TEMPERATURE SETPOINT OF 60'F. e.HEATING TO BE DISABLED WHEN OUTSIDE AIR TEMPERATURE EXCEEDS 55'F. f. COOLING: WHEN COOLING IS ENABLED, DISCHARGE AIR TEMPERATURE SENSOR SHALL SIGNAL TO MODULATE COOLING COIL CONTROL VALVE TO MAINTAIN DISCHARGE AIR TEMPERATURE AT 75'F. g. WHEN FREEZESTAT IS TRIPPED, MAKE UP AUR UNIT SHALL STOP, OUTSIDE AIR SHALL MODULATE TO CLOSED POSITION AND HOT WATER gl__Armw,IvG° ACCEPTABILITY THIS DESIGN MD/OR SPECIFICATION IS APPROVES APPROVED BY DEPT. DATE ON SAZAN CONTROL VALVE TO MODULATE TO OPEN POSITION. h. DDC SHALL BE CAPABLE TO OVERRIDE OCUUPIED/UNOCCUPIED MODE. 6. ROOFTOP AIR CONDITIONING UNIT (AHRF5A) a. AIR CONDITIONING UNIT SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. OCCUPIED HOURS ARE PER USER DEFINED SCHEDULE. b. OCCUPIED MODE i. ECONOMIZER COOLING: ECONOMIZER COOLING SHALL BE A FIRST STAGE OF COOLING. WHEN SYSTEM IS IN ECONOMIZER MODE, OUTSIDE AIR DAMPER AND RETURN AIR DAMPER MODULATE TO MAINTAIN SPACE TEMPERATURE SETPOINT (76'F ADJ.). ECONOMIZER SHALL BE LOCKED OUT WHEN OUTSIDE TEMPERATURE EXCEEDS 75'F AND DROPS BELOW 55T ii. MECHANICAL COOUNG: WHEN ECONOMIZER COOLING CANNOT SATISFY SPACE TEMPERATURE SETPOINT, MECHANICAL COOLING SHALL BE ENABLED. WHEN MECHANICAL COOLING IS ENABLED, THE ECONOMIZER DAMPERS SHALL MODULATE TO MINIMUM POSITION, CHILLED WATER CONTROL VALVE SHALL MODULATE OPEN TO MAINTAIN SPACE TEMPERATURE SETPOINT 78'F. HEATING WATER CONTROL VALVE REMAINS CLOSED. iii. HEATING: WHEN UNIT RECEIVES A CALL FOR HEATING, THE ECONOMIZER DAMPERS SHALL BE AT MINIMUM POSITION AND HEATING COIL CONTROL VALVE SHALL MODULATE TO MAINTAIN ZONE TEMPERATURE SETPOINT (65T ADJ.). HEATING SHALL BE LOCKED OUT WHEN OUTSIDE TEMPERATURE RISES ABOVE 55'F. c. UNOCCUPIED MODE i. DURING UNOCCUPIED MODE UNIT SHALL BE OFF, ECONOMIZER DAMPERS ARE CLOSED. DURING HEATING SEASON HEATING COIL CONTROL VALVE STAYS OPEN AND COOLING CONTROL VALVE IS CLOSED. DURING COOLING SEASON HEATING COIL AND COOUNG COILS CONTROL VALVES ARE CLOSED. SYSTEM SHALL MAINTAIN NIGHT SETBACK TEMPERATURE SETPOINT OF 60'F FOR HEATING AND 85'F FOR COOLING. d. OUTSIDE AIR TEMPERATURE MONITORING: THE PROGRAM SHALL CALCULATE OUTSIDE AIR FLOW. e. FREEZE PROTECTION: ON CALL FOR LOW UMIT, MIXED AIR TEMPERATURE, THE FAN SHALL STOP, THE ECONOMIZER DAMPERS SHALL BE CLOSED AND HEATING COIL CONTROL VALVE IS CLOSED. f. MORNING WARM UP AND COOL DOWN: DDC SHALL USE OPTIMUM START ALGORITHM FOR MORNING WARM UP AND COOL DOWN. THIS ALGORITHM SHALL MINIMIZE THE UNOCCUPIED START UP TIME WHILE STILL ACHIEVING OCCUPIED MODE TEMPERATURE SETPOINT AT BEGINNING OF SCHEDULED OCCUPIED TIME. THE FAN SHALL RUN AT FULL SPEED AND THE COILS SHALL MODULATE TO OPEN TO MEET DEMAND. ECONOMIZER DAMPERS STAY CLOSED DURING WARM UP AND MODULATE AS A FIRST STAGE OF COOLING OR REMAIN CLOSED DEPENDING ON OUTSIDE AIR TEMPERATURE. g. RELIEF FAN (KITCHEN —AHRF5A) i. RELIEF FAN SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. OCCUPIED HOURS ARE PER USER DEFINED SCHEDULE. ii. RELIEF FAN SHALL BE OFF DURING UNOCCUPIED HOURS WHEN IS NOT IN ECONOMIZER COOL DOWN MODE. III. RELIEF FAN SPEED IS CONTROLLED BY VFD. PROGRAM SHALL CALCULATE TOTAL OUTSIDE AIR FLOW AND MAINTAIN REUEF AIR FLOW AT 20% (ADJ.) MORE THAN OUTSIDE AIR FLOW. AIR BALANCER SHALL CALIBRATE VFD TO MAINTAIN REQUIRED FLOW AND CONVERT IT TO ACTUAL AIR FLOW IN CFM. 7. REUEF FAN (EFRC4 — DINING) o. RELIEF FAN SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. OCCUPIED HOURS ARE PER USER DEFINED SCHEDULE. b. RELIEF FAN SHALL BE INTERLOCKED WITH AIR HANDLING UNIT SERVING THIS AREA. c. REUEF FAN SPEED IS CONTROLLED BY VFD. d. CALCULATE TOTAL OUTSIDE AIR FLOW AND MAINTAIN RELIEF AIR FLOW AT 20% (ADJ.) LESS THAN OA AIR BALANCER SHALL CALIBRATE VFD TO MAINTAIN REQUIRED FLOW AND CONVERT IT TO ACTUAL AIR FLOW IN CFM. DATE 11.20.13 SUBTITLE REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 1 3 2014 PERMIT CENTER O ISSUED FOR CONSTRUCTION 11.26.13 CONTROLS CURRENT REVISION .12419164 SAZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 • Tel 206.267.1700 Fax 206.267.1701 SAZAN 389-1219 SYMBOL DATE 11.26.13 'ENGINEER CHECKED APPROVED APPROVED RTIE CAFETERIA UPGRADE WErIJANIIr`AI LACTCO BUILDING 09-94.1 SHEET M310 JOB NO. 12419164 COMP N0. All n4ll ICAITCD WA ' N0. no_noA_ulln N N O CC CO R A- CO C WX w W Q L.-. CC ROOF J :J OSA 5,200 CFM (VARIABLE) CEIUNG L) W Z W J CC LL h ti W E— CO N N\ W CO N QQQ CC 2 Ni Q O W Q N X XK WW D- W U la) .cc LL CC W W L_ AHMB3 MECH. PLATFORM O M CO U O O N CO 00 600 CFM FLOOR DINING 8,800 CFM AHRFS MAKE UP AIR �730 CFM AHRE5 0 CFM S LL2 Q0 ' �3 N �N X� W W< W W G] U O SERVERY N O_ 1,420 CFM VAV-1 VAV-2 VAV-3 Cs O O AIRFLOW DIAGRAM SCALE: NTS K,VIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVISION O O RECEIVED CITY OF TUKWILA FEB 132014 PERMIT CENTER IS UED FOR CONSTRUCTION 11.26.13 GENERAL NOTES REFERENCE DRAWINGS REFER TO SHEET M310 FOR SEQUENCE OF OPERATIONS CONSTRUCTION NOTES SAZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN 6206-1249 REVISION BY APPROVED DATE SYM BY APPROVO) DATE CAFETERIA UPGRADE 12419164 SAZAN/ON 11.26.13 -BOE/Afig® ACCEPTABILITY THIS DESKYI AND/OR SPECIFICATION 15 APPROVED DRAWN ON SCAN 361E 11.20.13 APPROVED BY DEPT. DATE N HVAC FLOW DIAGRAM CURRENT REVISION 12419164 SYMBOL DATE 11.26.13 CHECKED APPROVED APPROVED TIRE 11rrl1 A MIrAI IIACTCD CAFETERIA UPGRADE BUILDING 09-94.1 SHEET M311 JOB NO. COMP NO. ET CA/ rCAITCO WA DWG NO' YID—YIOA—I1i11 LEGEND 3/4"HWR 3/4" HWC, 2" CW, "HW 1}Et DOWN. SEE 1M110 FOR 12 CW CONTINUATION 1-1/2" HWS&R TO BOOSTER COIL HW 4" HWR & HWS DOWN FROM 9-96 —EF-1, 2,850CFM 0 0.6"S 1yHP, GREENHECK SWB-213-15 WS 2 1/2"CW MAIN ---P.R.V. SET 0 45 PSI 3'X10' RA OPENING �4" AIR VENT THRU. ROOF 2" GAS, 1 1/2" HWS/R. SUPPORT WITH UNISTRUT �\ SYSTEM ON WALL. HATCH 0 11> NG. I uu 1 1/2" HWS/R DOWIJ. / SEE 1M60 FOR CONTINUATION ,, --- 2" GAS DOWN TO ABOVE 1ST LEVEL CEILING. SEE 1M11 FOR CONTINUATION. 1.4 48"Wx42"H DOOR MECHANICAL EQUIPMENT ROOM n SCALE: 1/4" = 1'-0" RFM10 M500 O O O C6 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVISION 0 FOR LEGEND AND ABBREVIATIONS, SEE SHEETS M10 & M1b. GENERAL NOTES L> EQUIPMENT AND ASSOCIATED DUCTWORK ABANDONED IN PLACE. REFERENCE DRAWINGS CONSTRUCTION NOTES P.O.C. PROVIDE NEW 2" CONNECTION TO EXISTING 2 1/2" DCW AT PRESSURE REDUCING ASSEMBLY. PROVIDE NEW 2" CW SUPPLY TO WATER HEATER. PROVIDE NEW GAS FIRE WATER HEATER AND STORAGE TANK PER SCHEDULE. PROVIDE NEW 2" GAS UNE. SUPPORT WITH UNISTRUT AT MECHANICAL ROOM WALL. RECEIVED CITY OF TUKWILA FEB 13 2014 PERMIT CENTER ISSUED FOR CONSTRUCTION 11.26.13 SAZAN GROUP 600 Stewart St, Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN 389-1219 REVISION Err APPROVED DATE SYM 85 APPROrID DME A 9-94 DISHWASHER ROOM J1534170-00 M.WONC RWS 08.02.04 CAFETERIA UPGRADE 12419164 SAZAN/ON 11.26.13 g)LAM7E,ArAt7 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN EDDIE P. DUARTE DATE 05.28.04 'CHECKED SUBRTLE MECHANICAL EQUIPMENT ROOM DETAIL TITLE CAFETERIA UPGRADE WCPWAMIrnl uACTCO BUILDING 09-9.4.2 COMM REVISONN 12419164 SYMBOL B DATE 11.26.13 SHEET M500 J08 N0. 12419164 COMP NO. rnI D_r /1 R_z R nfl rrnITCD wn DW0 Na no_non _uann AGEHRKE 1/15/2013 3:50:19 PM SEE COIL CONNECTION DETAIL 3" 3" CHWS—,,, -_ SEE RFM60 FOR CONTINUATION 12"0 UP TO EF MM5O1 M501 M502 VD- 16/36- 40/36 VD-�X COOLING COILS (FURNISHED BY BOEING) 4" CHWR 36/24 -- RANSITION PIECE ROM AHU OUTLET >IZE 97"x80" 0 97"x36" 200 CFM (TYP 3 PLACES) ROOF` 2'x2' ACCESS DOOR 2" PAN DRAIN HOUSING OF 2"x2"x1/4" L & 20GA. GALV. SHEET METAL. DOORS SHALL BE GASKETTED AIR- TIGHT. CALK BETWEEN BOTTOM ANGLE & FLOOR IN-ERMEDIATE S'. DRAIN PAN 36/24 jC 1`- " 1 SLOPF -"ter 2' PAN DRAIN 2" CONDENSATE DRAIN SEE 1M60 FOR CONTINUATION --- 6" CHWR (CONTINUED ON MECH UIIUTIES DRAWING) AAV 6" CHWS 4°AIR VE THRU FOOF SS DRAIN TO LOWER 8 PAN 24"x4" REG. SR-1 l � 1 M501 M502 FANWL SYSTEM (FUR ISHED BY BOEING 150 cfm (6 REQ'D) 3"HWR COOLING COILS (FURNISHED BY BOEING) 18 GA SS DRAIN PAN DEEP SEAL P-TRAP (6" MINIMUM WATER SEAL) 120"x42" WESTHERPROOF O.A. INTAKE LOUVER. 4" HWR & HWS FROM 9-96 2 1/2"CW MAIN 7/6 24X96 MOTOR OIERATED R.A. DAMPER IN 1OT. OF DUCT. 36/24 1 1/2" HWR 1 1/2" HWS MECHANICAL EQUIPMENT ROOM SCALE: 3/8"=1'-0" FANWALL SYSTEM (FURNISHED BY BOEING) BLANK OFF ALLAROUND UPSTREAM SIDE OF FANWALL 24"x95"MOTOR OPERATED 1 RETURN DAMPER 6" CONC. PAD 2" F.D. AAV .111 3" HWS 3" HWR 2-1/2" 3-WAY DIVERTING VALVE BELIMO G765D Cv=6R A^SUSPENDED CEILING 9' ABOVE FLOOR 3'-0"x10'-0" OPENING THRU FLOOR WITH 1" MESH SCREEN IN 1"x1"x 1/8" L FRAME SECTION SCALE: 3/8" = 1'-0" M501 M500 M501 2-1/2" CW BOOSTER COIL CA-2 HATCH OPNG. 1-1/2"HWR TO WATER HEATER. SEE SHEET M450 M50`p 02 42"x17" CONCRETE PAD - 2" HWS 48"Wx42"H J 1-1/2" 2" HWR 3" GA. VA. 4" GA. VA. 4" HWR 4" HWS FOR PENTHOUSE HWS&R PIPING SEE ALSO HEATING HOT WATER ISOMETRIC PIPING DETAIL/ 1 M501 M502 1.4 50/18 DOWN TO UNDER- LOOR SUPPLY DUCT 20"x17" EXHAUST FROM DISHWASHER & TOILET ROOMS. 18"x24" WEATHERPROOF LOUVER. REVIEWED FOR CODE COMPLIANC APPROVED MAR 2 6 20 City of Tukwil BUILDING DIVISION I 3 > 18/50 LEGEND FOR LEGEND AND ABBREVIATIONS, SEE SHEETS M1a & M1b. GENERAL NOTES 1 > COOLING COIL (2) EA: MODEL 5WS0806B, 6ROWS, 8 FINS/IN. 16,350 CFM, 599,790 BTUH, 413,315 BTUH SENS, COIL PRESS DROP: 0.62 FT EAT: db/wb 78.0/66.0, LAT: db/wb 54.9/53.9 EWT: 45 DEG. F., LWT: 55 DEG. F., 119.5 GPM, 18.2 FT HD 2 > 32700 HUNTAR FAN WALL WITH (9) FAMS, 24.95 BHP (TOTAL), 2.77 OPERATING BHP (PER FAN), 18" WHEEL SIZE, 1975 RPM, 3.93" W.C. PEAK SP. 1--> EQUIPMENT AND ASSOCIATED DUCTWORK ABANDONED IN PLACE. REFERENCE DRAWINGS FOR PENTHOUSE HWS&R PIPING SEE ALSO 1 HEATING HOT WATER ISOMETRIC PIPING DETAIL 1 M501 M502 CONSTRUCTION NOTES PROVIDE 3" BUTTERFLY ISOLATION VALVES. I> PROVIDE NEW 3" HOT TAP BRANCHES TO EXISTING 6" CHWS & CHWR. PROVIDE NEW 2" HWS AND HWR CONNECTION TO EXISTING CAPPED 3" HWS & HWR. ® POC. NEW 2 1/2" CW TO EXISTING 2 1/2" AT PRV OULET. RECEIVED CITY OF TUKWILA FEB 1 3 2014 PERMIT CENTER ISSUED FOR CONSTRUCTION 11.26.13 SAZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN 389-1219 REVISION BY APPROVED 091E SYN REVISION 4r APPRCNED DATE A 9-94 AHU UPGRADE 534907-01 RWS RWS 02.08.05 8 9-94 UPGRADE- HEATING VALVE 534907-01 RWS RWS 08.04.05 C 9-94 UPGRADE-THERMOMETERS/T-SENSOR 534907-01 RWS RWS 08.08.05 D REPLACED HWS&R PIPING RISERS 534907-00 RWS RWS 09.29.05 194101RA CA740/AN �BOE/A/O® ACCEPTABILITY THIS 0ESLGN AND/OR SPECIACATION IS APPROVED APPROVED BY DEPT. DATE DRAWN EDDIE P. DUARTE DATE 12.28.04 0041110E MECHANICAL EQUIPMENT ROOM DETAIL & SECTION CURRENT RE 1SI0N 12419164 SYMBOL E DATE 11.26.13 CHECKED APPROVED APPROVED TITLE CAFETERIA UPGRADE BUILDING 09-94.1 SHEET M501 JOB N0. 12419164 COMP N0. ICrunnIfAI IIACTCD rM v_v /v_v FWD rCEITCD WA DWG NO. 00_010A-11F/11 C PAVE -DMA IIPARAAC 2 1/2" UNION - 3" H.W.R. 1/2" DRAIN VAL AUTO AIR VENT 4"x24' 150c 10.-0" x 3'-0" EXH. & RELIEF DAMPER / \/ N / I p. i 1 1--PLATFORA �IF I WHG-1 ` .t ST-1 1 r-_— i ' 1 fijk% \�r4 COVER OPEN --'% ti V . TRANSITION PC. FROM FAN OUTLET TO 18"x18"� P �SUSP'D CEILING 9'-0" ABOVE FLR. SECTION B SCALE: 3/8° = 1'-0" CO M501 1_502 .11111. `4 / HEATING COIL I �� u 4" HW' ' ' REG 1� �`i I -„ HEATING COIL E fin 1/. II 0 4° HWS I SECTION D SCALE: 3/8" = 1'-0" M501 M502 1. 2"x36" R.A. GRILLE G-1 2950 cfm 36/2/ — 5/36\ TRANS. PC. 24/ FROM TO 8"x22" 36"x5'1� X36 3" HWS 4" HWS&R FROM 9-96 UP THROUGH MECH RM FLOOR CIRCUIT SETTER BALANCING VALVE (nP) s11 ��S SCALE: NO SCALE SECTION C SCALE: 3/8° = 1'-0" 2" HWS 2" HWR hips Alkp 3° HWR 3" HWS 2-1/2" 3-WAY DIVERTING VALVE BELIMO G765D Cv=68 3" HWS&R TO MAIN MU HEATING COILS M501 14502 CAPPED CAPPED HEATING HOT WATER ISOMETRIC PIPING DETAIL M501 M502 SCALE: NTS REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVISION 3" 2-WAY BELIMO G680 ELECTRONICL FLANGED CHILLED WATER CONTROL VALVE, Cv=90 4 " CHWR 2-1/2° (TYPICAL COIL CONNECTION) 4" CHWR 6" CHWR 6" CHWS 4" CHWS 3/4° PLUGED LOW POINT DRAIN VALVE (TYP) DIELECTRIC UNION (TYPICAL 4 PLACES) COIL CONNECTION DETAIL M501 M502 RECEIVED CITY OF TUKWILA FEB 1 3 2014 PERMIT CENTER ISSUED FOR CONSTRUCTION 11.26.13 SAZAN GROUP 600 Stewart St, Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN 389.1219 BY APPROVED DATE SYM BR APPROVED DATE A 9-94 AHU UPGRADE 534907-01 RWS RWS 02.09.05 CAFETERIA UPGRADE 12419164 SA2AN/0N 11.26.13 01_45msrAvie® DRAWN EDDIE P. DUARTE 'PATE 01.04.05 ACCEPTABILITY TN5 DESIGN AND/OR SPEOOCA110N IS APPROVED APPROVED BY DEPT. DATE SUBTITLE MECHANICAL EQUIPMENT ROOM SECTIONS TITLE CAFETERIA UPGRADE BUILDING 09-94.1 I1CrIJAAIN`AI EJACTCD rn1 v_v/v-v CURRENT REVISION 12419164 SYMBOL B DATE 11.26.13 SHEET M502 JOB N0. 12419164 COMP NO. ncV CCNITCP WA DWG "D. no_non -usm • SYM 10"WF 49 COLUMN 3"x8'-0" LINEAR DIFFUSER WITH OPP. BLADE VOL DAMPER 800 CFM SR-3 F N. FLOOR N ENCASE SUPPLY DUCT WITH CONC. MIN. 4° THICK Gi 3"x8'-0° S.M. BRANCH TO EACH FL. REGISTER GRADE CONC. BL PLENUM 32"0 SUPPLY NEAR SIDE SECTION A SCALE: 1/2" = 1'-0" REVISION 1M10 M503 SECTION SCALE: 1/2" = 1'-0" 1M451 M503 8Y APPROVED 06TE SYM FIN 18"x50" SUPPLY DUCT TILE ENCLOSURE FLOOR SESEMEMEIMMi ; .111Mai �GRADE NFAIM■. �o`w ��{C=1III■ OCK MUM= �11a��IR L�it�i SECTION SCALE: 1/2" = 1'-0" SUSPENDED CEILI G 8/20 SUPPLY DROPS DOWN INTO JOIST SPACE 1M10 M503 8Y APPROVED DATE AHRE5 f AIR HANDLER 16" CURB A CAFETERIA UPGRADE 12419164 SAZAN/ON 11.26.13 8/20 SUPPLY SD-2, 800 CF SECTION SCALE: 1/2" = 1'-0" 16/16 SUSPENDED CEILING PIZZA OVEN HOOD BY KITCHEN EQUIPMENT CONTRACTOR - SECTION SCALE: 1/2" = 1-0" 1M41 M503 g)t_Arsseisfie® 8/24 SUPPLY 1M41 M503 STEEL ROOF DECK n_D SUSPENDED CEILWG 8/20 SUPPLY DROPS DOWN INTO JOIST SPACE 10/20 ELBOW CONNED Sk6 TO EXIST. 10/20 DUC 3'-0"x3'-0" EXHAUST HOOD POSITIONED 0 1 R OUTLET OF DISHWASH:R SEE DETAIL 1 STEEL ROOF DECK ACCEPTABILITY THIS DESIGN AND/OR SPEPT1CARON IS APPROVED APPROVED RY DEPT. DATE MM03 DRAWN EDDIE P. DUARTE CHECKED DATE 01.09.05 1350 CFM SUBTITLE REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 201k City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FED . _d PERM T E NOT USED n SCALE: 1" = 1'-0" M503 EF-8 17/20 20/8 DN TO EXIST. GRILLE SECTION SCALE: 1/4" = 1'-0" 20/16 F 1M10 M503 A k EF 7 ISSUED FOR CONSTRUCTION 11.26.13 SECTIONS & DETAILS FAN EF-1 20/17 TO NEW SAZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN 389-1219 CURRENT REVISION 12419164 HBO` A DATE 11.26.13 N R. SQUIRES CHECKED APPROVED APPROVED 01.09.05 TIRE CAFETERIA UPGRADE BUILDING 09-94.1 SHEET M503 JOB N0. 12419164 COMP N0. 11rrIJANIIrAI LIACTCD COI _ nr\l P08100D WA DwG N0' no_non _'Km DISHWASHER BY KEC RP-1 REDUCED PRESSURE BACKFLOW PREVENTOR STRAINER (TYP.) PIPE DRAIN TO F.S. PRV-1 PRESSURE REDUCING VALVE (SET @ 15 PSI) PRESS. GAUGE 1/2" ICW WATER TO EQUIPMENT SOV (TYP.) UNION (TYP.) FLOOR LINE RP-1 REDUCED PRESSURE BACKFLOW PREVENTOR STRAINER (TYP.) 1/2" WATER INLET j—i41--II PIPE DRAIN —� TO F.S. FLOOR SINK FLOOR SINK WATER FILTER SEE KITCHEN EQUIPMENT DRAWINGS. 1/2" FILTERED WATER TO EQUIPMENT SOV (TYP.) UNION (TYP.) INDUSTRIAL COLD WATER FILTERED WATER PIPING DIAGRAM 2 PIPING DIAGRAM 3 SCALE: NONE DISHWASHER DRAIN LINE TO SANITARY SEWER 1M110, 1M454, 1M456 M504 CONNECT WITH WATER HAMMER ARRESTOR AND VACUUM BREAKER. SUPPLY LINE FROM BOOSTER TO fDISH WASHER THERMOSTAT - ELECTRIC BOOSTER POP -OFF LINE. DRAIN TO FLOOR SINK FLOOR LINE FINISHED FLOOR SCALE: NONE SANITARY COLD WATER UNE TPV-1, TRAP PRIMER — DISTRIBUTION BOX NOTE: PROVIDE TRAP PRIMER AND ACCESS PANEL AS REQUIRED FOR ALL FLOOR DRAINS. DISHWASHER PIPING DETAIL 4 TRAP PRIMER INSTALLATION �1 SCALE: NONE SCALE: NONE BY APPROVED SYM 1M454 M504 By APPROVED DATE A ADD DRIP LEG TO DRY SYS INSP TEST 5632960 HARR RWS 01/11/08 CAFETERIA UPGRADE 12419164 SAZAN/ON 11.26.13 1M45 1M456 g)LAFAIE,AW • 1M456 M504 SCALE: 3/4" = 1'-0" PROVIDE MIN. 8"X8" SS ACCESS DOOR OR PANEL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN EDDIE P. DUARTE L11GLKEU DATE 01.19.05 EXISTING HOLE IN CONCRETE WALL LJ- REINSTALL SPRINKLER ORIFICE GROUND REINSTALL EXISTING VALVE REPLACE EXISTING BLK STL PIPE W/ GALV. PIPE & FTGS REPLACE EXISTING ELBOW WITH TEE 1" SHORT NIPPLE TYP 1" VALVE 1" 90 DEG EL 2" PIPE NIPPLE VALVE, PLUGGED, T FLOOR OF LOADING DOCK DRY SYSTEM INSPECTORS' TEST & DRAIN/DRIP LEG, LOOKING WEST n 1M260 M504 SUBRRE REVIEWED FOR CODE COMPLIANCE APPROVED MAR 26 2014 City of Tukwila BUILDING DIVISION LEGEND GENERAL NOTES 1. VALVES TO BE U.L. & F.M. APPROVED. STOCKHAM B-133 200# BRONZE RISING STEM GATE VALVE OR APPROVED EQUAL. 2. PIPING TO BE SCH. 40 GALV. WITH 125# GALV. C.I. FITTINGS U.L. & F.M. APPROVED. REFERENCE DRAWINGS CONSTRUCTION NOTES RECEIVED CITY OF TUKWILA FEB 1 3 2014 PERMIT CENTER ISSUED FOR CONSTRUCTIO 11.26.13 SECTIONS & DETAILS SAZAN GROUP 600 Stewart St., Ste 1400 CURRENT REVISION 12419164 ttle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN 389-1219 SYMBOL B DATE 11.26.13 DIVINER CHECKED APPROVED APPROVED TIRE CAFETERIA UPGRADE BUILDING 09-94 SHEET M504 JOB N0. 12419164 COMP N0. nry rrAITCD wA UMC NO' n0-n0A_009A0 1JrrIAAOrAI 1JACTCO rni _ HOT WATER TO FIXTURES NOTE: 1. THE TEMPERATURE AND PRESSURE RELIEF VALVE SETTING SHALL NOT EXCEED PRESSURE RATING OF ANY ANY COMPONENT IN THE SYSTEM. ()—G�61 2"1 6" DIRT TRAP MECHANICAL PLATFORM FLOOR HW PIPE T & P TO OPEN DRAIN 2.1 2"— CIRCULATION PUMP CP-2 w STORAGE TANK 1 pf TANK TEMPERATURE CONTROL 2. SERVICE VALVES ARE SHOWN FOR SERVICING UNIT. HOWEVER, LOCAL CODES SHALL GOVERN THEIR USAGE. 3. THE TANK TEMPERATURE CONTROL SHOULD BE WIRED TO AND CONTROL THE PUMP BETWEEN THE WATER HEATER(S) AND THE STORAGE TANK(S). 4. THE WATER HEATER'S OPERATING THERMOSTAT SHOULD BE SET 5 DEGREES F HIGHER THAN THE TANK TEMPERATURE CONTROL. 3/4" i ALT. COLD WATER CONNECTION 2" 3/4'1 CIRCULATION PUMP, CP-1 LINE TEMPERATURE CONTROL HOT WATER RETURN COLD WATER SUPPLY — EXPANSION TANK EXISTING FLOOR SINK DOMESTIC WATER HEATING PIPING DETAIL SCALE: NONE SHALLOW CHROME WALLCOVER AND SCREW WALL CLEANOUT DETAIL SCALE: NONE MAY EXTEND AS A WASTE OR VENT. STAINLESS STEEL BANDS PLUGGED TEE WITH CLEANOUT WALL STAINLESS STEEL BANDS FLOOR LINE 1/8 BEND BALANCE OF PIPING SAME AS CLEANOUT TO GRADE 3 1M456 M505 1M455 1M454 M500 M505 ROTARY GAS METER BUILDING INLET SEE SHHET 1M110 FLOW INTEGRATOR SUPPORT LEG STRAINER 20 MESH GAS PRESSURE REGULATOR 5 LBS. TO 8" W.C. 2000 CFH DEMAND PLUG VALVE POC SEE CIVIL PLANS FOR CONTINUATION 3 GAS METER PIPING DETAIL 2 30-300'F (TYP.) 0-100.F (TYP.) 0-100 PSI W/ BALANCING VALVE 0 100 PSI W/ SNUBBER (TYP) / SNUBBER (TYP) = -- CONTROL VALVE � E BALANCING VALVE Y STRAINER LOW POINT ISOLATION VALVE HOT WATER COIL CONNECTION DIAGRAM 4 SCALE: NONE RFM60 M505 AAV -----CHWR --04-- CHWS MV ISOLATION VALVE SCALE: NONE Y STRAINER LOW POINT BALANCING VALVE CONTROL VALVE CHILLED WATER COIL CONNECTION DIAGRAM 5 SCALE: NONE RFM60 M505 1M110 M505 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA FEB 1 3 2014 PERMIT CENTER SAZAN ISSUED FOR CONSTRUCTION 11.26.13 GROUP 600 Stewart St, Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN 389-1219 SYM REVISION BY APPRD.m DATE SYM REVISION or APPROVED DATE A CAFETERIA UPGRADE 12419164 SAZAN/ON 11.26.13 ce;LAFISIEFAW ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DAWN EDDIE P. DUARIE tKEEKED DATE 01.22.05 SUBITRE SECTIONS & DETAILS CURRENT REVISION 12419164 SYMBOL A DA1E 11.26.13 CHECKED APPROVED APPROVED 1RE CAI- LILRIA UPGRADE BUILDING 09-94.1 'ET M505 JOB N0. 12419164 COMP N0. \JCPWAAIIr`AM UACTCD All nfl rEkVrCD WA DWG N0. n0—r10A—IJSlK WOMEN L ROOF DUCT SPACE PLAN O SCALE: 1/8" = 1'-0" HEATING COILS FANWALL SYSTEM DN 2x5 1.- 9 DN 2x4-10 1/4"x2x3L HEADER TOP OF JOIST C o i5' m 1 •� 2"-,.t ®N o 1. / S-x 1 G �\ • 1 2" k 0'-3 ° 1 L/I — 2" 2" 2Ji/. 3".. rt PENTHOUSE PLAN SCALE: 1/8" = 1'-0" t SECTION GA NT HRMI O — HEAD UNDER DUCT 719 ' DRY SPRINKLER HEADS ON THIS BRANCH (TYP 3 PLACES) FILTER RACK COOLING COILS O DN 3x1'-0" T&C & DN 3x10'-B$" -3" O GENERAL NOTES 1. FABRICATION AND INSTALLATION OF THE FIRE PROTECTION PIPING SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN NFPA CHAP. 13 AND FM CHAP. 2, SECTION 8. JOINT COMPOUND OR TAPE (NOT BOTH) SHALL BE APPLIED ONLY TO MALE THREADS. 2. NOTIFY BOEING FIRE DEPARTMENT 24 HOURS IN ADVANCE OF DOING WORK (206) 655-7700. THE SHUT-OFF VALVE SV-929 IS LOCATED NEAR COL C/4. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 26 2014 City of Tukwila BUILDING DIVISION TO PIV AT WEST BUILDING SCALE: 1/2" = 1'-0" 1M260 M506 CONSTRUCTION NOTES CONTRACTOR TO COORDINATE EXISTING FIRE LINES WITH NEW DUCTWORK. REWORK EXISTING FIRE RISER TO ACCOMMODATE NEW ROOM CONFIGURATION. PROVIDE CONNECTION TO EXISTING FIRE PROTECTION RISER AT EXISTING COUPLING. PROVIDE CONNECTION TO EXISTING FIRE PROTECTION LINE ABOVE CEILING. ® PROVIDE CONNECTION TO EXISTING FIRE PROTECTION LINE ABOVE CEILING. RECEIVED CITY OF TUKWILA FEB 1 3 2014 PERMIT CENTER ISSUED FOR CONSTRUCTION 11.26.13 SAZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 • Tel 206.267.1700 Fax 206.267.1701 SAZAN 389-1219 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A 9-94 AHU UPGRADE 534907-01 RWS RWS 02.07.05 CAFETERIA UPGRADE 12419164 SAZAN/ON 11.26.13 el FOE/NG' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN EDDIE P. DUARTE 02.03.05 CHECKED SUBTITLE PARTIAL PLANS SECTIONS & DETAILS CURRENT REVISION 534907-01 SYMBOL A DATE 11.26.13 Et8iNW RALPH SQUIRES CHECKED APPROVED 02.03.05 TITLE CAFETERIA UPGRADE BUILDING 9-94 NfCHIANICAI UACTFR fnl - SHEET M506 JOB N0. COMP N0. 11 n5 1'i oWc No. 0-04-1,15OR SOUIR6R: 2/7/2005 3:13:33 PM 4 10'-0" MIN. T EFRE5B 7 1/4" SLOPE MIN. (TYPICAL) -- 12X25 FROM HOOD t I ❑ J r�� t ' u ❑ ❑ 34/30 ,' 11 WELD TO SUPPORT POST. 4 724/24% LOCATIONS COORDINATE LOCATION WITH STRUCTURAL PLANS. r ..e. •.., .7:`,, "N. IT&\ I I Ark 8/20 Ailk ‘Ik..: SUSP NDIED • CEILING SD-2 700 CFMVIP i ARE DAMPER ,,,,, J` 2x HOOD PER KITCHEN EQUIPMENT CONTRACTOR i \ HOOD PER KITCHEN EQUIPMENT CONTRACTOR BY APPROVED DUE SYM EFRE5A 16 7/8.'0 1111111 •111111"""""1 II WELD TO SUPPORT POST. 4 LOCATIONS COORDINATE LOCATIO WITH STRUCTURAL PLANS. SD-2 700 CFM BY APPROhD SECTION SCALE: 1/2" = 1'-0" A 1M453 M512 1/4" SLOPE MIN. (TYPICAL) ACCESS PANEL (TYPICAL) FIRE RATED CEIUNG. DA1E CAFETERIA UPGRADE 12419164 SAZAN/ON 11.26.13 CROSS BRACING (MIN.) FIRE DAMPER 16 GA. WELDED DUCT. 1/4" SLOPE MIN. 2 LAYERS 2" THICK FIREMASTER FIRESTOP (ICC 22-25) 1 HR RATED DUCT WRAP FROM HOOD UP TO EF ON ROOF. PROVIDE ADEQUATE ACCESS FOR CLEANING SECTION B SCALE: 1/2" = 1'-0" 1M453 M512 Q�BOE/NO' 18/20 u ND D CEILING ACCEPTABILITY THIS DESIGN AND/OR SPECIFICADON IS APPROVED APPROVED BY DEPT. DATE DRAWN EDDIE P. DUARTE DATE 01.22.05 ENGINEER CHECKED CD REVIEWED FOR 8 STUD WALL GENERAL NOTES PROVIDE ROOF OPENINGS, CURBS, FLASHING AND STRUCTURAL SUPPORTS. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR MORE DETAILS. 2. PROVIDE 3M FIREMASTER DUCT WRAP AND ACCESS DOOR WRAP. 3. PROVIDE A SLIDING OR HINGED DUCT CLEAN -OUT DOOR. THE DOOR MUST OPEN WITHOUT THE NEED OF ANY TOOL. W 10'-0" 0.C. AND EVERY CHANGE OF DIRECTION. 4. FOR ALL CANOPY TYPE COMMERCIAL COOKING HOODS THE INSIDE EDGE SHALL OVERHANG OR EXTEND A HORIZONTAL DISTANCE OF NOT LESS THAN 6" BEYOND THE EDGE OF THE COOKING SURFACE ON ALL OPEN SIDES, AND THE VERTICAL DISTANCE BETWEEN THE LIP OF THE HOOD AND THE COOKING SURFACE SHALL NOT EXCEED 4 FEET. 5. PROVIDE SPRINKLER HEADS INSTALLED INSIDE GREASE DUCTS PER NFPA 13 STANDARD. 6. ALL GREASE DUCT TO BE 16 GAUGE. GALVANIZED AND CONTINUOUSLY WELDED. 7. ALL MAKE UP AIR DUCTWORK TO BE 24 GA. GALVANIZED. 8. REFER TO KITCHEN CONSULTANT DRAWINGS FOR HOOD CONTRUCTION, DIMENSIONS AND DETAILS. 9. GREASE EXTRACTIONS SHALL BE EQUIPPED WITH REMOVABLE DRIP TRAP BENEATH THE LOWER EDGES OF THE FILTERS 10. SEE KITCHEN EQUIPMENT DRAWINGS FOR HOOD INFORMATION. 11. SEE KITCHEN EQUIPMENT DRAWINGS FOR APPROVED ANSUL FIRE PROTECTION SYSTEM 12. ARE DEPARTMENT APPROVAL SHALL BE REQUIRED ON FIRE PROTECTION SYSTEM FOR GREASE HOODS AND DUCTS AS REQUIRED BY SECTION 509.1 OF CODE COMPLIANCE APPROVED 1 MAR 26 2014+ Illd� nll. 14. HE INTERNATIONAL MECHANICAL CODE AND AS EQUIRED BY THE FIRE CODE. OOD EXHAUST FAN TO BE 10'-0" FROM PARAPET, ANSARD, AIR INTAKES AND PROPERTY LINES OOD MAKE-UP TO BE INTERLOCKED WITH HOOD XHAUST FAN THROUGH DCV CONTROL PANEL. 15. REASE DUCT TO HAVE CLEAN OUT DOOR EVERY 0'-0" OR CHANGE OF DIRECTION 16. ity of Tukwila BU LDING DIVISION -2x8 STUD WALL MAKE-UP AIR TO EQUAL 80% OF HOOD EXHAUST, OR AS SPECIFIED BY THE UL LISTED HOOD MANUFATURER. EXHAUST DUCT TO SLOPE 1/4" PER FOOT DOWN TOWARDS HOOD. 18. PROVIDE AND RUN NON CORROSIVE DRAIN UNE, MIN. 1/8" SLOPE PER FOOT TO AN APPROVED LOCATION, FOR MAKE UP AIR UNIT. ALL INSTALLATIONS TO COMPLY WITH LOCAL & STATE CODE. 19. PROVIDE 1-HR ARE RATED CEILING ABOVE COOKING EQUIPMENT AND TO BE 18" MIN. PAST HOOD AT BOTH SIDES. 20. DUCT AND PLENUMS SERVING COMMERCIAL KITCHEN HOODS SHALL BE BUILT AND INSTALLED IN RECEIVED ACCORDANCE WITH APPLICABLE STATE AND LOCAL CITY OF TUKWILA FEB 1 3 2014 PERMIT CENTER ISSUED FOR CONSTRUCTION 11.26.13 PARTIAL SECTIONS & DETAILS RILE CAFETERIA UPGRADE BUILDING 09-94.1 u C(YJANI9`AI 11ACTCP All CURREM REVI50N 12419164 SAZAN GROUP 600 Stewart St, Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN 389-1219 SYMBOL A DATE 11.26.13 SHEET M512 JOB N0. 12419164 COOP NO. 11CV I`CMTCP WADWG ml 110-I10A-11519 ACEHRKE: 1/16/ NOTE: CONDENSATE DRAIN PIPING AND TRAP FOR A/C UNITS SHALL BE INSTALLED AS PER EQUIPMENT MANUFACTURER REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION SHALL BE IN COMPLIANCE WITH LOCAL CODE. INSULATE ALL EXPOSED CONDENSATE DRAIN PIPE. 111111110 DROP SEE NOTE 1 RETURN BEN DRAIN CONNECTION NIPPLE CLEANOUT PLUG VENT TO ATMOSPHERE PITCH DISCHARGE MUST BE BELOW LEVEL OF DRAIN PAN NOTES : 1. 1" MIN. DROP REQUIRED USE OF STANDARD 3. SUPPORT DRAIN LINES TO PREVENT SAG AND FITTINGS SHOWN EXCEEDS THIS MINIMUM. CONDENSATE OVERFLOW. 2. PITCH DRAIN FOR PROPER RUN-OFF AND 4. MANUALLY PRIME FILL TRAP BEFORE START - DISCHARGE TO APPROVED RECEPTACLE. UP TO FORM INITIAL DRAIN SEAL. AC UNIT CONDENSATE DRAIN DETAIL 1 SCALE: NONE VANED ELBOW FRAME RUNNER SEECHAEL N NOTE 4- 1-1/2" (TYP.) FLOW CRIMP (TYP. FROM M513 TURNING VANES 3/4" FLAT TRAILING EDGE (TYP.) -1/2" (TYP.) NOTES: 1. MAXIMUM UNSUPPORTED VANE LENGTH 36" 2. VANES AND FRAMES - 24 GAUGE 3. DUCT INLET AND OUTLET DIMENSIONS TO BE EQUAL 4. FOR HIGH VELOCITY APPLICATIONS PROVIDE 18 GAUGE CHANNEL AND TACK WELD VANE EDGES TO CHANNEL, TYPICAL BOTH ENDS 5. FRAMES AND CHANNELS - BOLTED OR TACK WELDED TO ELBOW SINGLE -THICKNESS TURNING VANES FOR SQUARE ELBOW 5 SCALE: NONE SYM BY APPROVED DATE FROM M513 SYM SCALE: NONE SCALE: NONE MAXMIUM 6 FT LENGTH FLEXIBLE DUCT FULLY EXTENDED ROUND DUCT CONNECTOR ACOUSTIC LINING DIFFUSER NECK SIZE CEILING DIFFUSER MAXIMUM 6 FT LENGTH FLEXIBLE DUCT FULLY EXTENDE D MINIMUM ROUND DUCT ADAPTOR FOR RECTANGULAR DIFFUSER NOTES: 1. SUPPORT WEIGHT OF GAS VENT FROM STRUCTURE, DO NOT SUPPORT ON HEATER 2. GAS VENT: UL APPROVED FOR 1" CLEARANCE FROM COMBUSTIBLES VENT COMBUSTION AIR CURB & FLASHING BY GEN. CONTR. CONCENTRIC VENT KIT EINSLIM ROOF CONST. COLLAR WITH 1/2" VENT HOLES 2" O.C. CONCENTRIC VENT DETAIL FROM M513 SIDE CONNECTION CEILING 6" MINIMUM THERMAL INSULATION 2-3/4 IN. MINIMUM TOP CONNECTION DIFFUSER DIFFUSER CONNECTION DETAIL n FROM TO BY APPROWM DATE CAMERA UPGRADE 12419164 SAZAN/ON 11.26.13 40" MIN HEIGHT PIANO HINGE COUNTER FLASHING FLASHING ROOFING �— UPBLAST ROOF EXHAUSTER GREASE P THREADEDCUFITTING 1� W/ FURNISHED W/FAN EXTENDED BASE W/ n\— VENTS FURNISHED WITH FAN PREFABRICATED CURB FURNISHED W/FAN (VERIFY ROOF SLOPE) SECURE TO ROOF DECK EXHAUST DUCTWORK: 16 GAGE, All WELDED LIQUIDTIGHT, WITH TOP FLANGE TURNED OUT OVER TOP OF FAN PEDESTAL.WRAPPED WITH 2-HOUR RATED FIREWRAP. GREASE EXTRACTING EXHAUST FAN DETAIL ROOF DECK AIR SPACE 3 SCALE: NONE MAY BE OMITTED WHERE TURNING VANE DUCT IS SAME SIZE AS GRILLE RFM10 M513 3" ACOUSTIC LINING (TOP ONLY) FOR ORIENTATION OF BOOTS SEE FLOOR PLAN ce;LA OE/A ° 2L MIN. L 1 1/2" ACOUSTIC LINING TRANSFER DUCT (CEILING TO CEILING) n CEIUNG TRANSFER AIR GRILLE SCALE: NONE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION 0 APPROVED APPROVED BY DEPT. DATE DRAWN ON/SAZAN CHECKED FROM M513 COUNTER FLASHING 2'-0" MIN FLASHING ROOFING RECOMMENDED ROOF OPENING SEE PLANS EXHAUST FAN DETAIL SCALE: NONE GREEN HELIC ROOF CAP OR EQUAL WITH BIRD SREEN (SEE SCHEDULE FOR SIZE) FACTORY ROOF CURB — ROOF EXHAUST DUCT TO FAN (SEE FLOOR PLAN FOR SIZE) - BIRD SCREEN FACTORY WIRED MOTOR TO DISCONNECT (INTERIOR) FURNISHED W/FAN (VERIFY ROOF SLOPE) SECURE TO ROOF DECK 4 RFM10 513 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 BIRD SCREEN 3 G tfy of Tukwila DING DIVISION FLASH CONTERFLASH BY GC \BACKDRAFT DAMPER `FLEX CONNECTION ROOF EXHAUST CAP DETAIL 8 SCALE: NONE RECEIVED CITY OF TUKWILA FEB 13 2014 PERMIT CENTE. DATE 11.20.13 TIRE urruAMIrAI 'ACTED RFM10 M513 IS UED FOR CONSTRUCTION 11.26.13 HVAC DETAILS CAFETERIA UPGRADE BUILDING 09-94 rnl All SAZAN CURRENT REVISION 12419164 GROUP 600 Stewart St., Ste 1400 eattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN 389-1219 SYMBOL DATE 11.26.13 SHEET M513 JOB N0. 2419164 COMP N0. nn1 rr8Tr0 tun DWC NO' n0-n0A-IJS14 34.00 0 n 24X36 RETURN 9 0 0 0 PLAN VIEW Og tai VFO 138.00 70.00 �{- 80.00 ..:, e 0 - — r • , gaill • __ ., O A A ATM II i 1 1;1, 1 I I, ,I I 80.00 22.00 -1 288.00 h- F� 24.00 24.00 ELEVATION VIEW 45.25 88.00 288.00 120.00 25.25 0 1 0 d o ,o v k 1 III 11111 111 II 11111 II CURB PLAN VIEW REVISION TT RFM10 M514 BY APPROVED �}- 24.00 11 CURB ELEVATION VIEW AIR HANDLER UNIT DETAILS - AHRE5 SCALE: NONE DATE SYM REVISION BY 11 1 APPROVED 617E CAFETERIA UPGRADE 12419164 SAZAN/ON 11.26.13 (TYP.) (TYP.) f .,� N 00 37.88 —+I 1 _ g 52.00 r DAMPER i - -0 O 0 0 VF( - o o j X X o i at r - 0 u 0 u 0 2 68.00 24.00L_28.00 — 120.00 (TV.) �BOE/NG' 42.00 PLAN VIEW ELEVATION VIEW 18.50 IF- -71 1 111 II co o III 11I it lil lil II I I 26.00 T1T JJi RFM10 M514 178.50 182.50 188.00 CURB PLAN VIEW CURB ELEVATION VIEW f AIR HANDLER UNIT DETAILS - AHRF5 SCALE: NONE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICAOON IS APPROVED APPROVED BY DEPT. DATE DRAWN ONE/SAZAN CATE 11.20.13 SUBRTIE LEGEND FOR LEGEND AND ABBREVIATIONS, SEE SHEETS M1D & M1b. GENERAL NOTES GENERAL NOTES 1. - REFERENCE DRAWINGS CONSTRUCTION NOTES NOTES: 0 DIRECT -DRIVE PLENUM FAN SPRING ISOLATOR & 0 SEISMIC SNUBBER • VFD OD HEATING WATER COIL OE CHILLED WATER COIL • CONDENSATE OG FILTER BANK O RA CONTROL DAMPER O OA CONTROL DAMPER OJ STRUCTURAL CHANNEL BASE O ACCESS DOORS (TYP) • PIPING COMPARTMENT CONTROL PANEL, VFD'S, AND INT WIRING PROVIDED BY EQUIPMENT CONTROL POWER FAN MOTOR TO ADDITIONAL VFD WHERE APPLICABLE RECEIVE 1 CITY OF TU K Yy ILtI 60NNECTION DIAGRAM 0 0 co) RELIEF CONTROL DAMPER CONTROL PANEL BOX SERVICE LIGHTS SERVICE AREA HOOD REVIEWED FOR CODE COMPLIANC APPROVED MAR 2 6 2014 QC ECT110G5b RAKC • V I8 'A+I'�DING DIVISIO RECEPTACLES LIGHTS 120V PANEL TRANSFORMER (MINIMUM 2KVA) 480V PANEL DISCONNECT J SINGLE POINT 480V CONNECTION FEB 1 3 2014 PERMIT CENTER ISSUED FOR CONSTRUCTION 11.26.13 HVAC DETAILS SAZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 SAZAN 389-1219 CURRENT REVISION 12419164 SYMBOL DAZE 11.26.13 ANCINEEN CHECKED APPROVED APPROVED T0.E CAFETERIA UPGRADE AAFfHAMIrAl AAACTFR BUILDING 09-94 1n1 All SHEET M514 JOB N0. 12419164 COMP N0. nWV fFNTFR WA DWG NO. CIS —nQ4—M51d 2"RD-1 CO © O O O © O Q O © O O © ® O O O O O 4"RD-1 2"RD-1 1" ) TO AIR AT 9-98 BUILDING 2"RD- A 2"VTR 4-kD CHWS CHWR 2"VTR J 3"VTR 4"RD_) 3'VTR WEST 4"RD 2'VTR OUTSIDE AIR INTAKE PENTHOUSE ROOF 6" STEAM SAFETY ENT- 4" STEA VENT ANCHOR L 5'-0" GU 4"RD-1 EXISTIN 4 R-D1 4"RD-1 4"RD-1 " PIPE PIPE SUPPOR (TYP) OUTSIDE AIR INTAKE - PENTHOUSE ROOF 4"RD 2"VTR 4"RE- 3'VTR 4"RD-1 ) 2-1 /2"VTR 1"A DN 3'VTR MECH ROOM EXHAUST FAN 4"RD—' / Ru—r ///(((3'VTR (STEAM) BRIDGE TO 9-101 1'VTR (STEAM) COMPOSITE ROOF MECHANICAL PLAN Q SCALE: 1/16"= 1'-0" REVIEWED FOR GppE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVISION COMPRESSED AIR IN HORIZONTAL SHAFT ABOVE BRIDGE �3"RD-2, SEE 1M113 FOR PIPE ER CANOPY ROO 10 LEGEND —CHWS- -CHWR— LPS — X 0 CHILLED WATER SUPPLY CHILLED WATER RETURN LOW PRESSURE STEAM (15 PSI) PIPE ANCHOR PIPE GUIDE ROOF DRAIN VENT THRU ROOF REVISION INDICATOR GENERAL NOTES REFERENCE DRAWINGS O CONSTRUCTION NOTES PROVIDE NEW 1 1/2" (MPG) GAS PIPING DOWN ALONG COLUMN TO GROUND LEVEL. SEE CIVIL PLANS DWG. C297A FOR CONTINUATION. I> PROVIDE NEW MEDIUM PRESSURE GAS PIPING ON EXISTING CHILLED WATER SUPPORT SYSTEM. PROVIDE (2) COATS OF PAINT. PROVIDE NEW MEDIUM PRESSURE GAS PIPING ON ROOF. PROVIDE ROOF PIPING SUPPORT SYSTEM. ® PROVIDE NEW MEDIUM PRESSURE GAS PIPING ACROSS BRIDGE ALONG EXISTING CHILLED WATER PIPING. RECEIVED CITY OF TUKWILA FEB 1 3 2014 PERMIT CENTER O O O • KEY PLAN SCALE: NONE 16' 8' 0 8' 16' 32' SCALE: 1/16"=1'-0" - $YAP BY APPROVED DATE REVISION BY APPROVED DATE ORIG 9-90 RENOVATION J#150680-01 COFFMAN M. SOTURA 04.26.07 A 9-90 RENOVATION DCNI1 J#150680-01 COFFMAN M. SOTURA 05.18.07 8 9-90 RENOVATION DCN/3 J#150680-01 COFFMAN M. SOTURA 06.08.07 RECORD DRAWING Jp150680-01 COFFMAN M. SOTURA 03.31.08 t<iL_ArOE/NG• ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN COFFMAN ZAELKEU M. SOTURA LNGINECN CHECKED APPROVED APPROVED DATE 01.15.07 01.15.07 SUBTITLE COMPOSITE ROOF MECHANICAL PLAN CAFETERIA UPGRADE BUILDING 9-90.RF COL. A-Y/1-13 DEV. CENTER,WA CURRENT REVISION 12419164 SDMBOL c mm 11.26.13 SHEET RFM3 JOB NO. 12419164 COMP NO. MONO. ROUIHG: 6/22/2006 C CAFETERIA UPGRADE 12419164 SAZAN/OCN 11.26.13 (Expires: 05/02/141 MECHANICAL MASTER 09-090-RFM3 STAIR UP 1/2" GAS 0 BRIDGE TO 9-90 C 4' NATURAL GAS — (VAtv6-7T€T ` v I 2" GAS TO MU ANU ON ROOF. 111401/IDE 2"X1'-0" CAPPED DIRT' LEG AT 13dTTOM OF RISER. SEE DWG RFMhII FOR C0Nf1NUATION DN MLf11ES FROM TUNNEL 12 BELOW 0 IE STAIR #10 rJ IIj L L = PS- (REF#- 6" AIR (REF) 1M210 1M5324. HPS (REF) VALVE CLOSED AND TAGGED OUT 0 ❑I 11 L_ 2" GAS TO MU AHU C V fi00F 2" GAS 2" a — 2" 1 2" ):1?EpqI:0 ,Eato�P O? 4UlR210 n 0 0 0 0 0 LEGEND: GENERAL NOTES: 1. MEASURED GAS PRESSURE AT CONNECTION POINT IS 28 PSI. 0 RECEIVED CITY OF TUKWILA, FEB 1 3 2014 PERMIT CENTER CONSTRUCTION NOTES POC. PROVIDE NEW 1 1/2" GAS CONNECTION TO EXISTING 2" GAS BELOW FIRST FLOOR CEILING, 5 PSI GAS PRESSURE. PROVIDE NEW 1 1/2° MEDIUM PRESSURE GAS PIPING AS SHOWN IN FIRST FLOOR CEILING. PROVIDE NEW 1 1/2" MEDIUM PRESSURE GAS PIPING AND EXTEND ACROSS BRIDGE. SEE M5XX FOR CONTINUATION. • ASBESTOS NOTIFICATION: A good faith survey of the work area has been conducted and asbestos containing material was not discovered that would be involved in the construction of this project. Do not remove, damage or disturb any asbestos material adjacent to the work area. Please contact Boeing Facilities Department if asbestos containing material is damaged or discovered that is required to be removed to support work. The following materials in the areas adjacent to this job are assumed to be positive for asbestos: FLOORTILES k PIPE INSULATION 1M21 1M211 1M212 1M21; 1M214 1M215 1M216 1M217 1M218 1M219 1M220 1M221 1M22 1M223 1M224 1M22 1M229 1M230 1M230. 1M235 1M239 1M225 1M226 1M236 1M237 1M227 1M233 1M238 1M240 1M24' 1M242 1M243 1M244 1M245 1M246 9-101.1 KEY PLAN grid F N.T.S. 0 0 REVISION BY APPROVED SYM B! APPROVED DATE A INSTALL PAINT BOOTH MU ANU 566282-01 RWS RWS 08.01.06 B CAFETERIA UPGRADE 12419164 SAZAN/ON 11.26.13 ce)LAWEFArdff' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DA1E DRAWN D. PRETARE CHECKED .LNSINELN D. VIVA CHECKED DAZE 12.02.98 12.02.98 SU611 .E PROCESS PIPING - GAS - FIRST FLOOR PLAN CAFETERIA UPGRADE BUILDING 9-101.1 urrunnnrAl IJACTCD rnl A_r /1_R CURRENT REVISION 12419164 SYMBOL B DATE 11.26.13 SHEET 1M210 JOB N0. 12419164 COMP N0. n r DWG NO. O_1n1_11Jatn 9-90 BLDG FOR CONTINUATION SEE DWG 09-090-RFM3 1 1/2" GAS UP ON M557 WALL TO ROOF LEVEL ( % M5XX ON EXP • N' 10 L00' G N.-1 1/2" GAS 9-101 BLDG. EXPANSION LOOP 7i 8"0 PIPE CHWS SPRINKLER MAIN CABLE TRAY SKYBRIDGE ROOF LIGHT CABLE TRAY SKYBRIDGE FLOOR SECTION SCALE: NTS J M5XX 8"0 PIPE CHWR 1 1/2" GAS PLAN - SKYBRIDGE SCALE: NTS FOR CONTINUATION SEE DWG 109-101-1M210 :IPANrE. ��ROV�D REQUIRES LEGEND GENERAL NOTES 1 1 > 1 1/2" METRAFLEX METRALOOP MODEL #MLT80150 THREADED ENDS, ±4" MOVEMENT. RUING SCHEDULE 40 CARBON STEEL HOSE AND BRAID SERIES 300 STEEL. REFERENCE DRAWINGS 109-101-1M210 PROCESS PIPING - GAS - FIRST FLOOR PLAN 109-90-RFM210 COMPOSITE ROOF MECHANICAL PLAN CONSTRUCTION NOTES PROVIDE NEW 1 1/2" MEDIUM PRESSURE GAS AS SHOWN. PROVIDE NEW EXPANSION LOOP. RECEIVED 4 ITY OF TUKWILA FEB 1 3 2014 ISSUED FOR CONSTRUCTIO 11.26.13 SAzAN GROUP Stewart St., Ste 1400 ttle, Washington 98101 Tel 206.267.1700 Fax 206.267.1701 389-1219 BY APPROVED DATE SYR BY APPROVED DALE CAFETERIA UPGRADE 12419164 SOZAN/ON 11.26.13 gl_AZI7E,AW • ACCEPTABILITY THIS DESKHI AND/OR SPECIF1CADON IS APPROVED DRAWN ON/SAZAN ,1E 11.20.13 SUBTITLE NATURAL GAS PLAN anion- REVISION 12419164 SYMBOL DATE 11.26.13 APPROVED BY DEPT. DATE LRECKED APPROVED APPROVED TITLE CAFETERIA UPGRADE ENCLOSED BRIDGE nCTUICCAI OI nn 0-On 1, 0-tn1 BNEET M557 JOB N0. COMP NO. nn/ /`CAITCD WA DWG Na n0-VDn-EJ557 15D'-0" 7 LEGEND/SCHEDULE: AS SHOWN ON PUN INDICATES SOFFIT FRAMING TO UNDERSIDE OF ROOF/FLOOR DECK - 1 O 0 20'-0" rhhiPA S1111S08 10'-0" 20'-0" F S111 S506 S111 S507 PARTIAL SOFFIT FRAMING PLAN SCALE: 1/8" = 1'-0" 3 5/6" JOISTS AT 24" O.C. S111 S506 S111 5508 30.-0" S1111S506 S111 S508 ZAdi S111 S509 C12 HSS3 1 HSS I 111RRR B S111 S506 —H 3 S1111S506 -24 GAGE STEEL DECK PER GSN 5111 5509 S111 S213 N S40000 S111 S506 S111 5506 S111 S509 S1111S509 30'-0" S1111S08 S111 S509 REVIEWED FOR CODE COMPiIANCE APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVA AS SHOWN ON PLAN INDICATES BOX SOFFIT FRAMING. fozzazzzzz,S AS SHOWN ON PLAN INDICATES RILL HEIGHT STUD WALL. = = 9 AS SHOWN ON PLAN INDICATES PARTIAL HEIGHT STUD WALL. GENERAL NOTES: 1. HSS6 AS SHOWN ON PLAN INDICATES HSS 12x6x1/2 STEEL BEAM. HSS3 INDICATES HSS 12x3x5/16. C12 INDICATES C12x25 2. 3 5/6" JOIST AS SHOWN ON RAN INDICATES 3655162 3 > DUCT AND SURROUND 4 > L3x3x1/4 STEEL ANGLE HORIZONTAL BRACE PER DETAIL 1 /S507. 5. KB IS L3x3x1/4 STEEL ANGLE KNEE BRACE PER DETAIL 2/S507. 6. SEE DETAIL 3/S507 AND 4/5507 FOR TYPICAL HSS TO HSS CONNE SONS. 7 > SUPPORT RODS FOR HOOD GO TO WIDE FLANGES IN ROOF. ALTERNATIVELY. SPAN BETWEEN ROOF WIDE FLANGES WITH L4x4x1/4 AT EACH LOCATION REQUIRED. CONSTRUCTION NOTES: REFERENCE DRAWINGS: RECEIVED CITY OF TUKWILA MAR 1 8 2014 PERMIT CENTER 0 ISSUE FOR CONSTRUCTION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING e CENTER nap, 1 TAccdIAWAUN I PHONE: Re114T4w4• 1 FAX P3.11174410 Nep:IM�xOAR�ry•wn.wN Project No.: 15461 Project Mgr.: LGL Pro Engineer. MEB Pro Drafter. BJJ SYM PENSION Br APPROVED DATE SYM REVSION BY APPROVED DATE CAFETERIA UPGRADE 12419164 SOTS WEB 11.26.13 A MECHANICAL PERMIT CORRECTION LETTER 11 12419164 SOTS WEB 03.07.14 glAusrAvta. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED -DRAWN B. Johnson LHLLKLU L. Lindell 0.41E 10.21.13 10.21.13 BUB1111.E PARTIAL SOFFIT FRAMING PLAN CURRENT REN50N 12419164 SYMBOL B DOTE 03.07.14 APPROVED BY DEPT. DATE M. Bock CHECKED L. Lindell APPROVED 10.21.13 10.21.13 APPROVED TILE CAFETERIA UPGRADE CTPI N TI 10AI BUILDING 9-94 SHEET S111 JOB N0. 12419164 COMP N0. nry r`CAITCP WA DWG ND 0_0A-C111 X:\AUBURN\17-05\STRUCT\GO AS915C: 05/19/11 o 150'-0" 10'-0" 20.-0" 30.-0" 30'-0" 30-0" 30'-0" W14x30 7.4 b$ W8x17 S160 S211 W14x30 W10x21 W10x21 BELOW 414A 14" MACOMBER JOISTS 0 51-0" 0.C. I DO BRIDGING S1.0 S210 S1601S211 DO 10'-0" DO W1041 BELOW W12x27 9" GLU—LAM & 8"x1/4"PL NEW TS 8xBx1/4 S160 S211 & 8"x1/4TL S160 S502 9" GLU—TAM & 8"xl/4"PL W18x55 BELOW S1'4❑ S210 14'-4" iemr 46+� o iyy ,4y S160 S212 S160LS502 NEW TS 8x8x1/4 NEW 15 8x8x1/ NEW TS 84x1/4 S160 S502 NEW TS 8x8x1/4 NEW PIPE 6" lYP HORI2 DIAGONAL S160 S502 NEW TS 8x8x1/4 ALL COLS THIS ROW w6x1 COLUMNS 11 SPACES 0 10'-0" = 110'-0" ROOF FRAMING PLAN O SCALE: 1/8"= 1'-0" NEW TS 8030/4 T05 EL 31'-6', TYP W8x13 TYPICAL SKYUGHf HEADERS 5160 5502 �C6x82, TYP, C8x11.5 NEW TS 8x8x1/4 NEW TS 8x8x1/4 1YP. AT ALL SKYUGHT OPENINGS S160 S506 W18x55 Bx r- NEW TS 8x8x1/4 SI60 S506 EL 31.-111 1 0 T-11' (VERIFY) I1 (VERIFY) D5 . BOTH (VERIFY) (VERIFY) S160 5506 NEW TS 8x8x1/4 NEW 1S 8x8x1/4 NEW TS 8x8x1/4 W18x55 BELOW NEW 15 818x /4 1'-0" S210 9" GLU-LAM & 8N1/4"PL 9" GLU-TAM & 8"x1/4"PL / RIDGE UNE S160 S211 2 > ▪ so6 n5, O F+ e S160 55g6 S S160 O I OMPLIA PROVED 2 6 2014® of Tukwil NG DIVIS 18x17 `TS 5x5x1/4 15. 5x5x1/4 W10x21 20'-0" w12x27 TYP 0 5'-0' 0.C. W10x21 W10,21 (+9 1/2) 1 ,b, W10x21 MECHANICAL ROOM FRAMING PLAN SCALE: 1/8"= 1'— GENERAL NOTES: 1 > FAN SUPPORT PER 5/S507. I=l> BOLTED CONNECTION AT MID -SPAN (0R 1/3 POINTS ALTERNATE) PER DETAIL 10/S506 TYPICAL AS REQUIRED FOR INSTALLATION AND/OR TO AVOID HVAC STRUT LOCATIONS. STEEL ANGLE BRIDGING E•f FRAMING AROUND OPENINGS PER 3 5506. TO ® UP TO (2) BUILT-UP ROOF DECK STIFFENERS MAY BE CUT AS REWIRED FOR FAN DUCT PENETRATIONS. REINFORCE OPENING BY SISTERING ON C8x2.75x16ga TO NEAREST FULL-LENGTH STIFFENERS WITH (2) 110 SCREWS AT 24" 0.C. - ADD C8 CROSS-MEMEBERS AS REQUIRED USING 16 GAGE CUPS AT ENDS AND TO EACH SEVERED STIFFENER. => UNDER -DECK EXHAUST FAN SUPPORT PER 11/S507. 16 > ADDITIONAL LIGHT -GAGE BEAMS UNDER EXHAUST FAN REFERENCE DETAIL 1 S506). CONSTRUCTION NOTES: S212 ADD W12x50 UNDER NEW MECHANICAL UNITS. 21] REMOVE EXISTING BOLTED BRIDGING FOR INSTALLATION OF NEW BEAMS AND REINSTALL AFTER NEW BEAM PLACEMENT PER DETAIL 7/5508. 1::>- INALL EXISTING MECHANICAL CHIMNEY OPENING. VERIFY LOCATIONS OF FAN SUPPORTS. 11'-1" U.N.O. RECEIVED CITY OF TUKWILA MAR 1 8 2014 ERMIT CENTER 6; Si NEW TS 8x811/4 MIMS (+9 1/2) NEW TS 5x5x1/4 9 1/2)` S502 0 4 8 16 24 158LF' 1 8"=1'-0" ISSUE FOR CONSTRUCTION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING M1•GOMM SM. I TAIN.A. M. NMxe: 052)41741140 I TAc oNxl47AM.x 11:10/timmaillrhingreraunkl Project No.: 15461 Project Mgr.: LGL ProjEngineer. MEB Proj Droner. BJJ Err APPROVED 041E SYM MASON APPROVED DATE SEISMIC UPGRADE 546382-01 2.23.06 CAFETERIA REMODEL 12419164 SOTS MEB 11.26.13 MECHANICAL PERMIT CORRECTION LETTER 11 12419164 SITTS MEB 03.07.14 el_ATIr7E.IAW® ACCEPTABILITY THIS DESIGN MD/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN 4JATE EDDIE P. DUARTE 2.23.06 LSILCKL0 'CHECKED 2.23.06 SUBDRE CTDI IrTI IDAI 11ACTC0 ROOF FRAMING PLAN CAFETERIA UPGRADE BUILDING 9-94.RF CURRENT REVISION 12419164 SYMBOL OATE 03.07.14 SHEET S160 JOB No. 546382-01 COMP NO. rnl A_r/1_C flq/ rL'n8Tr0 WA DWG Na 0_0A_C1RA DUPRTEE: 01/24/06 09:22 REPLACE INSULATION WRH WOOD NAILER AT FALL PROTECTION OR USE SLEEVED FASTENER FALL PROTECTION ANCHOR PER GSN AS OCCURS INSTALLED STRADDLING EXISTING CHANNEL BRIDGING RIGID INSULATION PER ARCHITECTURAL DRAWINGS ROOFING REPAIR PER ARCHITECTURAL DRAWINGS EXISTING ROOFING AND INSULATION EXISTING WOOD CRIBBING FROM SKYLIGHT EXISTING CHANNEL BRIDGING AT CORNER OF SKY UGHTS EXISTING ROOF FRAMING AT SKYLJGHT OPENINGS 1 1/2' STEEL DECK WITH /10 TEK SCREWS AT EVERY OTHER DECK FLUE AT EACH SUPPORT NEW 3625162-33 UNPUNCHED STUD BEAMS AT 2'-0" 0.C. MAX. WITH 16ga. L3x3 CLIPS EACH END AND (3) /10 TEK SCREWS INTO EXISTING BEAM AND NEW MEMBER NEW 24 GA MINIMUM DECK TO MATCH PROFILE OF EXISTING EXTEND ONE FLUE LAP AT SIDE LAPS UPPER ROOF SKYLIGHT INFILL DETAIL n DETAIL SCALE: N.T.S. (3) /10 TEK SCREWS INTO L3 H55 BEAM DETAIL S160 5506 L3x3x1/4 STEEL ANGLE AT 2'-0' 0.C. 3625162-33 BACKED TO EACH ANGLE 362S162-33 STUDS, TYPICAL (2) /10 TEK SCREWS TYPICAL 362 T 162-33 TRACK ROLLING SECURELY SCREEN AND MOUNTING TRACK AS OCCURS SCALE: N.T.S. EXISTING CONC. PANEL 5 DETAIL SCALE: N.T.S. (2) /10 TEK SCREWS AT EACH JOIST (3) /10 TEK SCREWS CONT. TRACK 600S162-33 STUDS AT EACH JOIST DETAIL SOFFIT SHEATHING PER WALL TRACK WAIL STUDS PER PLAN ARCH. DRAWINGS SOFFIT JOISTS PER PLAN S111 S506 12 GA L3x3 CUP WITH (3) /10 TEK SCREWS AT EACH JOIST 6005162-33 STUDS AT EACH JOIST CONT. TRACK /10 TEK SCREWS AT EACH FLUE AND AT 12' 0.C. SIDE LAPS EXISTING ROOF DECK 2 S160 5506 L3x3x1/2 STEEL ANGLES EACH SIDE OF BEAM STEEL BEAM 1' RADIUS COPE EXISTING STEEL BEAM HVAC CURB /10 TEK SCREWS 6' 0.C. MAXIMUM L4x4x1/4 FRAME EXISTING DECK AND DECK LAP AS OCCURS TYP 1/4 EXISTING DECK CUT BACK TO CENTERUNE OF JOIST AS REQUIRED TO SUP L4 UNDER. SCREW THROUGH DECK AND FRAME ANGLE AS OCCURS DETAIL EXISTING ROOF JOISTS 3 SCALE: N.T.S. EXISTING STEEL DECK (INSULATION NOT SHOWN FOR CLARDY) CUT HOLES IN DECK AS REQUIRED (6' MAXIMUM DIAMETER) EXISTING JOIST AS OCCURS AIR HANDLING UNIT BASE 61 ATTACHMENT DETAIL SCALE: N.T.S. 1'x9' STEEL PLATE (6) 3/4" DIAMETER ASTM A325 BOLTS STEEL BEAM 9 BEAM SPLICE DETAIL SCALE: N.T.S. BY APPROVED DATE SYM S111 5506 5/8 PJP TYP AT FLANGE S160 5506 10 SCALE: N.T.S. REVISOR BY APPROVED DATE CAFETERIA UPGRADE 12419164 SITTS MEB 11.26.13 MECHANICAL PERMIT CORRECTION LETTER /1 12419164 SITTS MEB 03.07.14 S1111S507 S160 5506 NEW AIR HANDUNG BASE UNIT STRUTS ATTACHMENT PER MANUFACTURER FOR COMPONENT LOAD CRITERIA SHOWN IN GSN 3' STANDARD STEEL PIPE WITH 1/2" THICK CAP PLATE. CAP PLATE DIMENSIONS AS REQUIRED FOR HVAC UNIT ATTACHMENT (4' WIDE AND 4' LONG MINIMUM) REPAIR OF ROOFING PER ARCHIICTURAL DRAWINGS CENTERUNES OF BEAM AND STRUT ALIGN AS PRACTICABLE 7 SCALE: N.T.S. HOOD SUPPORT RODS RUN THROUGH DECK TO ANGLE TYPICAL OVER JOISTS L4x4x1/4 STEEL MEZZANINE DECK ALTERNATE AT MECHANICAL MEZZANINE S508 TYPICAL EACH JOIST 5160 S506 HOOD SUPPORT RODS (BY OTHERS) I— J 1 I L4x4x1/4 I I I L _IEXTEND ANGLE ONE JOIST PAST HOOD EACH SIDE HOOD (BY OTHERS) HOOD SUPPORT ANGLE DETAIL SCALE: N.T.S. ellgrArLwAva ® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED B. Johnson CHECKED L Lindell GINE4It ®�®M. Bak CHECKED L Lindell `PRUJEO 10.21.13 10.21.13 10.21.13 10.21.13 S111 501 SUBTITLE TIRE CTD1IrTI1GAI 12 GA L3x3 CUP WITH (3) /10 TEK SCREWS AT EACH SAID 6005162-33 STUDS AT 24' 0.C. CONT. TRACK WITH (2) /10 TEK SCREWS AT 24" 0.C. ALUMINUM STOREFRONT DETAIL L3x3x1/4 STEEL ANGLE AT 2'-0' 0.C. 3625162-33 STUDS AT 24' 0.C. (3) /10 TEK SCREWS TYPICAL 362S162-33 AT 24' 0.C. SOFFIT FRAMING TYPICAL. U.N.O. SOFFIT SHEATHING PER ARCH. DRAWINGS 4 SCALE: N.T.S. SOFFIT SHEATHING PER ARCH. DRAWINGS CONT. TRACK (2) /10 TEK SCREWS THROUGH EACH ANGLE TO WALL TRACK DOUBLE STEEL STUD WAIL S111 5506 3625162-33 AT 16' 0.C. AT SOFFIT FRAMING TYPICAL 12 GA L3x3 CUP WITH (3) /10 TEK SCREWS AT EACH JOIST [®]J CONT TRACK SMTH II CR JI (3) /10 TEK SCREWS INTO FACH STUD (3) /10 TEK SCREWS TYPICAL CONNECTION STEEL DECK AT STEEL STUD WALL DETAIL SCALE: N.T.S. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVISION FRAMING DETAILS CAFETERIA UPGRADE BUILDING 9-94 S111 5506 RECEIVED CITY OF TUKWILA MAR 1 8 2014 PERMIT CENTER ISSUE FOR CONSTRUCTION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING Nun corms aTALET T•carA, W.�nrw MORE: 12514a4114/9 I FAX: R51l4T4049 MPxn..w.AR.•an..-...x Project No.: 15461 Project Mgr.: LGL Proj. Engineer. MEB Prot' Drafter. BJJ CURRENT REVISION 12419164 rxc SHEET JOB N0. nrw r00TCD WA No. A EWE 03.07.14 S506 12419164 COMP N0. 0_OA_CAOR TYP BOTH ENDS STEEL ANGLE BRACE SET N0 MORE THAN 2' FROM TOP STEEL OF HSS HSS BEAM o. TYPICAL HORIZONTAL BRACE DETAIL SCALE: N.T.S. JOIST SPACING (5'-0') VERIFY C6x8.2 L3x3x1/4 STEEL ANGLES (3) SIDES TYPICAL HSS BEAM CONNECTION PER PLAN AND DETAILS CONNECTION OF FAN BASE TO FRAME PER MANUFACTURER o 5 51 FAN BASE (VERIFY SIZE) DETAIL v S507 5 SCALE: N.T.S. 3/8. GUSSET PLATE TOP AND BOTTOM 1/2. STEEL PLATE EXISTING WF COLUMN S507 HSS BEAM AT EXISTING COLUMN DETAIL S111 5507 HSS BEAM KNIFE PLATE CONNECTION PER 3/S507 9 SCALE: N.T.S. SYM BY APPROVED DAZE SYM S111 5507 TYP BOTH ENDS 3'-0 HSS BEAM STEEL ANGLE BRACE CENTERED ON HSS TYPICAL KNEE BRACE DETAIL SCALE: N.T.S. 1/4' CAP PLATE SEAL WELDED TO POST CONNECTION PER PLAN g i AND DETAILS HSS COLUMN STEEL ANGLE Si2 t ,507 2' DIAMETER STANDARD PIPE POSTS ROOFING REPAIR PER ARCH DRAWINGS DETAIL SCALE: N.T.S. FAN BASE �r STEEL CHANNEL 5/16 1/2. STEEL PLATE 3/8" GUSSET PLATES TOP AND BOTTOM EXISTING WF COLUMN I TYP BOTH SIDES ROUND HOLE IN DECK _1/4'x4' DIAMETER STEEL BASE PLATE ATTACHED WITH (4) 110 TEK SCREWS TO JOIST TOP CHORD, TYPICAL E16SONG ROOF JOISTS - EXISTING COLUMN DETAIL SCALE: N.T.S. REVISION BY APPROVED 1/4 KNIFE PLATE 3/4' BOLTS DATE CAFETERIA UPGRADE 12419164 SOTS MEB 11.26.13 A RFT 007 12419164 SITTS NEB 01.31.14 B MECHANICAL PERMIT CORRECTION LETTER /1 12419164 SITTS MEB 03.07.14 On - ROOF DECK AND INSULATION SS507 rib) S55v07 3/8 o10'xt'-0" STEEL KNIFE PLATE HSS COLUMN (4) LOCATION 3/16 3 1/ .1 1/2' 1/2' 5/16 3/8'x3 1/2'x9' STEEL PLATE (3) 3/4. DIAMETER HIGH STRENGTH BOLTS AT 3' 0.C. HSS BEAM TYPICAL HSS BEAM TO HSS BEAM DETAIL SCALE: N.T.S. (2) 3/4' DIAMETER ASTM A490 BOLTS TOP AND BOTTOM (4 TOTAL) 3/4"x6' FACE PLATE - 3/8' GUSSET PLATE TOP AND BOTTOM - PJP 11P. n AT FLANGES 3/8 I \ W12126 BEAM STUB 1 S507 CANOPY FRAMING AT STEEL COLUMN DETAIL (7 SCALE: N.T.S. 1 1/2' BOTH SIDE OF PLATE 3 s11111 5o7 KNIFE PLATE CONNECTON PER 3/5507 HSS12x3x5/16 GUTTER SUPPORT 3/4' FACE PLATE 1. RADIUS COPE IN PLATE AS REQUIRED (3) 3/4' DIAMETER HIGH STRENGTH BOLTS AT 3. 0.C. 1/2' MAX (3) 3/4' DIAMETER HIGH STRENGTH BOLTS AT 3' 0.C. 6' STEEL CHANNEL L2x2x1/4 EACH SIDE OF DECK OPENING BOTH SIDES TYP. EXHAUST FAN SUPPORT DETAIL SCALE: N.T.S. gi__ArArzarc. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE B. Johnson 'CHECKED L Lindell lNWNLLN M. Bock L Lindell HSS BEAM 3/8' KNIFE PLATE SIMILAR TO 3/S507 5213 5507 FAN PER MECHANICAL PLANS ROOF DECK JOIST HSS 3x3x3/16 OPENING IN DECK 10.21.13 10.21.13 5160 S507 SUBTITLE 1 1/2' 3/6' GAP PLATE 1" WIDER THAN HSS COLUMN WIDTH ASTM F1554, GRADE 50 ROD STUD WELDED TO HSS BEAM TYPICAL HSS BEAM TO HSS COLUMN DETAIL SCALE: N.T.S. HSS BEAM CANOPY PERIMETER HSS CONNECTION OPPOSITE BOTH SIDE PJP TYP. TOP AND BOTTOM (2) 3/4" DLAMEIER ASTM A490 BOLTS ON 3' GAGE TOP AND BOTTOM (4 TOTAL) CANOPY PERIMETER BEAM AT STEEL COLUMN DETAIL SCALE: N.T.S. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVISION B FRAMING DETAILS S111 5507 3/4'x6' MIN FACE PLATE 3/4" FACE PLATE 3/8' CAP PLATE t OF HSS BEAM BEYOND 2' 3/8' STIFFENER PLATE OPPOSITE HSS BEAM CONNECTION 1/4 STEEL BEAM STUB BOTH SIDES BOTH SIDES 5/16 P' IF FLANGE 3/8. GUSSET PLATE STEEL COLUMN RECEIVED CITY OF TUKWILA MAR 1 8 2014 PERMIT CENTER S507 ISSUE FOR CONSTRUCTION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4.16 ct'nER SMUT 1 T.G0114. ,A.MO PHONE coo 'IM O 1 '12.1).r4..o Project No.: 15461 Project Mgr.: LGL Pro). Engineer: WEB Pro). Drafter. BJJ CURRENT REASx1N 12419164 SYMBOL B DATE 03.07.14 10.21.13 10.21.13 TILE CIS/ 11rT11O AI CAFETERIA UPGRADE BUILDING 9-94 sHaT S507 JOB NO. 12419164 COMP N0. nrA/ rrnrTrO WA DWG N0. 0_0,A _c001 %:\AUBURR\17-06\MUM \GO A6915C: 05/19/11 (4) /10 TEK SCREWS STEEL STUD WALL STEEL DECK (4) /10 TEK SCREWS INTO DECK FLUTE (2) 3625162-33 BRACES CONNECTED WITH (2) /10 TEK SCREWS AT 24' 0.C. 194IE: PROVIDE BRACES AT 6'-0' MAX. O.C. AND N0 MORE THAN 2'-0' FROM END OF 3/4' WALL OR CORNER. IYP. TYPICAL PARTITION WALL BRACING AT METAL STUD SECTION A SCALE: N.T.S. BLOCKING IN FULL HEIGHT STUDS PER GSN AND DETAIL 1/S508 S110 5508 (2) /10 TEK SCREWS AT 4'-0' 0.C. MAX. STEEL STUDS DEFLECTION TRACK BUILT-UP ROOF DECK 12 GA L3x3 CLIPS WITH (2) /10 TEK SCREWS EACH END 362S162-33 STUDS AT 4'-0' 0.C. (2) /10 TEK SCREWS STEEL STUDS STUD WALL PERPENDICULAR STUD WALL PARALLEL TYPICAL WALL TOP PLATE CONNECTION AT BUILT-UP ROOF DECK SECTION B SCALE: N.T.S. TRACK TOP PLATE TYPICAL U.N.O. - ATTACHMENT PER PLANS AND DETAILS ‘‘.. r DI \ i \ / / \ \ -''„,, \ X / / CAGE BA (C Kr TYPICAL INTERIOR WALL STEEL STUD FRAMING DETAIL SCALE: N.T.S. HSS COLUMN 3/4'x6'x0'-9 1/2- STEEL BASE PLATE MAX TYPICAL BASE PLATE AT HSS COLUMN DETAIL STEEL STUD WALL AND TRACK ADDITIONAL ANCHOR INTO TRACK, TYPICAL (4) 3/4' ANCHOR BOLTS ON 3 3/4' GAGE WITH 6' MINIMUM EPDXY EMBED TYP. SILL NOTE CONNECTION BASED ON REFERENCE DRAWINGS. CONTRACTOR TO FIELD VERIFY AND NOTIFY ENGINEER IF CONDITION DIFtt1tS. REPLACE BASTING BOLT WITH 1/2' ASTH A307 BOLTS (DRILL NEW HOLE AS REQUIRED) RELOCATED LOW ROOF 6 X-BRACING DETAIL SCALE: N.T.S. REVISION BY APPROVED 861E SYM Silo 508 S508 EXISTING CONTINUOUS ANGLE S111 5508 UBLE 16-GA STUDS AT LL CORNERS MD WALL DS TYPICAL TYPICAL AT DOUBLE STUDS SE TRACK TYPICAL U.N.O. V CONCRETE CURB AT CHEN, TYPICAL) EXhTING JOIST TOP CHORD (BOTTOM CHORD SIMILAR) EXISTING ANGLE CUP WELDED TO JOIST CHORD RELOCATED X-BRACE S110 S508 7 SCALE: N.T.S. REVISOR Sr APPROVED DUE CAFETERIA UPGRADE 12419164 SITTS MEB 11.26.13 MECHANICAL PERMIT CORRECTION LLI ILK /1 12419164 S11TS ME8 03.07.14 S160 5508 HEADER PER TABLE CONTINUOUS TRACK 1111 sr1/8 r 2-12 STEEL STUD r)11.1 °111" PROVIDE 16 GAGE MIN. STUDS \ 0fr." AT ALL PERPENDICULAR� i)Ir'l WAILS - ATTACH JOINT STUDS TOGETHER WITH /10 x 3/4' SCREWS AT 6' 0.C. /10 x 3/4' SCREWS AT 12' 0.C. AT DOUBLE SPUDS - STAGGERED DOUBLE STUD AT JAMBS AND WHERE NOTED STUD BLOCKING /10 x 3/4' SCREWS UNPUNCHED STEEL TRACK AB. - 5/8' MA AT 4'-0' 0.C. MAX. U.N.O. TYPICAL STEEL STUD WALL DETAIL 1 SCALE: N.T.S. STEEL STUD TRIMMER STUD 111 COVER STUD AS REQUIRED S110 5508 (2) CONTINUOUS STUDS SQIE: FOR OPENINGS LARGER THAN SHOWN SEE FRAMING PLAN MAX. WDTH OF OPENING BEARING WALL HEADER SIZE NON -BEARING WALL HEADER SIZE 0'-0' TO 4'-0' (2) 6005137-43 (2) 3625137-33 4'-1' TO 8'-0' (2) 1000S162-68 (2) 6005137-33 8'-1' TO 12.-0' (2) 12005162-68 (2) 8005137-33 3 HEADER IN STEEL STUD WALL DETAIL SCALE: N.T.S. 6 3/4OR STEEL DECK UNDERHUNG ANGLE DETAIL SCet F: N.T.S. BOE//VG® ACCEPTABILITY TH15 DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED 84 DEPT. DATE W. B. Johnson CHECKED L LinOell ImiNe N M. Bock S508 NUT TACK WELDED TO PLATE 3'x3/8' OR 2'x1/2' STEEL PLATE IN DECK HOLLOW JOIST TOP CHORD USE DOUBLE NUTS OR TACK WELD TO BOLT S506, S50�S508 10.21.13 10.21.13 JAMB STUD FROM HEADER ABOVE KING STUD(s) CUP FLANGE AND BEND TRACK WITH (4) /10 TEK SCREWS TO JAMB ALTERNATE CONNECTION SILL TRACK TO MATCH GAGE AND WIDTH OF WALL STUDS 6' LONG CRIPPLE STUD WITH (4) /10 TEK SCREWS INTO JAMB TYPICAL CRIPPLE STUD BELOW SILL TYPICAL SILL CONNECTION DETAIL SCALE: N.T.S. MINIMUM (4) /10 TEK SCREWS PER CUP EXISTING METAL DECK STIFFENERS 12 GAGE CUP WITH 2' LEGS AND (3) /10 TEK SCREWS BLIERNATE. SRIENTAI1DN S508 (4) /10 TEK SCREWS PER CLIP TYPICAL ATTACHMENT TO EXISTING ROOF DECK AND ALTERNATE ATTACHMENT DETAIL S213, S509 5508 SCALE: N.T.S. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 6 2014 City of Tukwila BUILDING DIVISION LIGHT -GAGE FRAMING DETAILS RECEIVED CITY OF TUKWILA MAR 1 8 2014 PERMIT CENTER ISSUE FOR CONSTRUCTION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • suRVEYIxa NIS CUTER STREET I TACorA WA. MP M(NE: as)... 1 fAx:Ron4w l, x. AePaJam Wwmwe ..f w Project No.: 15461 Project Mgr_ LGL Prot' Engineer NEB Prot Drafter. B.M CURRENT REVISIOS 12419164 MOM A DATE 03.07.14 LHECUED L Lindell APPROVED APPROVED 10.21.13 10.21.13 TITLE CTAI ICTI IDAI CAFETERIA UPGRADE BUILDING 9-94 SHEET S508 JOB N0. 12419164 COMP NO. nn, rcx1TCD WA DWG M' 0_OA_c5n0 8 3 /S915C: 05/19/11