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HomeMy WebLinkAboutPermit M17-0114 - BOEING #9-101 THERMOPLASTICS - AHU, EXHAUST FAN, PIPINGBOEING #9-101 THERMOPLASTICS 9725 E MARGINAL WAY S BLDG 9-101 M17-0114 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: 9725 E MARGINAL WAY S BLDG 9-101 BOEING #9-101 THERMOPLASTICS Issue Date: Permit Expires On: M17-0114 9/20/2017 3/19/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 CONNIE HARDIN 4600 S 134 PL , SEATTLE, WA, 98168 HOLADAY PARKS INC 4600 S 134 PL, SEATTLE, WA, 98168 HOLADP1379NO Phone: (206) 250-4530 Phone: (206) 248-9700 Expiration Date: 9/3/2019 DESCRIPTION OF WORK: INSTALL (1) NEW AHU, (1) EXHAUST FAN, ASSOCIATED PIPING Valuation of Work: $500,000.00 Type of Work: NEW Fuel type: Fees Collected: $5,739.27 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKWILA Sewer District: VALLEY VIEW,TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 Permit Center Authorized Signature: Vitthk National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: Date: 2014 2014 2014 2015 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or locaraws regul4ting constr ction or the performance of work. I am authorized to sign and o• ain this developme(it peen rand agr eto t e conditio7fattached to this permit. Signature: Date: Print Name: 1111 I `e This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 4: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 5: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 8: ***MECHANICAL PERMIT CONDITIONS*** 9: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 12: The attached set of mechanical plans have been reviewed by The Tukwila Fire Marshals Office and are acceptable with the following concerns: 13: 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 #2437) 14: 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) 15: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2437) 16: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2437) 17: All new fire alarm systems or modifications to existing systems shall have the written approval of The. Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 18: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 19: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 FIRE FINAL 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0705 REFRIGERATION EQUIP 0701 ROUGH-IN MECHANICAL 0702 SMOKE DETECTOR TEST CITY OF TUKWILA Community Development Department Permit Center 6300 Soutlicenter Blvd., Suite 100 Tukwila, WA 98188 httn://www.TultwilaW A. goy Mechanical Permit No. Milk 01(4 Project No. Date Application Accepted: Date Application Expires: (For office use oni 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" 1 SITE LOCATION Site AdthessCraC in'ArDlitka Tenant Name: 4""' CoAssessor's Tax Noe-DS-S(4W 0 15? Suite Number: Floor: New Tenant: 0 Yes G/No PROPERTY OWNER Name: Addressez./a City: eS.ti State: Ziel vv./ CONTACT PERSON —person receiving all project communication Name:(I ° v44 au% Addres4600 s City: .004:41,trt. State: Zekki Lt Pho z1 66.13.6 Faxit's E rni t :E iithko,t4 MECHANICAL CONTRACTOR INFilipIRMATN Addressti.00 S rstpe. Ace CitY: State:Zfrfttlk PlicAtib2g)(457b Fa262 t1r2700 Conn- Reg No.:Not.14.11001,51/104xp Date: Tukwila Business License No.: Company Name: Valuation of project (contractor's bid price): $ )080 Describe the scope of work in detail: %. \-41727°-62--- J) )(t) Pf Ktt. (t) E-411A-cif- *Q1j Lo—t-eeP "4-1 • Residential: New 0 Commercial: New Toe' Type: Electric ..... Replacement .... Replacement Gas 0 Other: 1-14AnpinunionOrnArtnn—Aisnlienninnn Lian12.01 6 ApplientionsWechanicat Perrin At/Air-dim ReVised 14-1 &dors Revised: January 201( Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >l OOk btu I Floor furnace Suspended/wall/Math motmted heater Appliance vent Repair or addition to heat/re&ig/eooling system Air handling unit <10,000 cfrn Unit Type Qty Air handling unit >10.000 cfm I Evaporator cooler Ventilation fan connected to single duct Ventilation system Flood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Fire damper Diffuser Thermostat Qty Wood/gas stove Emergency generator Other mechanical equipment L. r-__ Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750.000 btu Noise; Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound Levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night ina residential zone it may not be allowed. For more details, see TMC 8.22 District of Sound Producing Source Residential Commercial Industrial Residential, Daytime* District of Receiving Property 55 dB(A) Residential, Nighttime 45 dB(A) Commercial 57 dB(A) Industrial 60 dB(A) 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) 60 dB(A) 50 dB(A) 6'dl3(A) 70 dB(A) *Daytime mean 7.4M-10PM, Monday through Friday and 8AM-10PM, Saturday, Sunday and State -recognized holidays. A few sounds are exempt from the noise code, including: • Warning devices; • Construction and property maintenance during the daytime hours (7arn-1 Oprn); • Testing of backup generators during the day. IPERMIT 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 tate of application shall expire by limitation. The building official may grain 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). [ HEREBY CERTIFY THAT I HAVE READ ANI) EXAMINED THIS APPLICATION AND KNOW THE SAME TO T3F. TRUE UNDER PENALTY OF PERITJRY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDINq 0 Signature: TJ H.ORIEtyltGENT; Print Name: k,,..,.s�` eckAa t f3 t Mailing Address: H1Apolicetions\Forms•A ppiiarciens On Lmc 2016 Applications\Meckmicol Permit Application Revised 1-4- 16_doer. Revised: Iemuan_•201G Date: 23 Day Telephone: ` a h City 7714 1: State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $4,635.56 M17-0114 Address: 9725 E MARGINAL WAY S BLDG 9-101 Apn: 0003400018 $4,635.56 Credit Card Fee $135.02 Credit Card Fee R000.369.908.00.00 0.00 $135.02 MECHANICAL $4,286.23 PERMIT FEE R000.322.100.00.00 0.00 $4,253.08 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $214.31 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12374 R000.322.900.04.00 0.00 $214.31 $4,635.56 Date Paid: Wednesday, September 20, 2017 Paid By: CONNIE HARDIN Pay Method: CREDIT CARD 09679G Printed: Wednesday, September 20, 2017 3:51 1 of 1 PM CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID $1,103.71 M17-0114 Address: Apn: $1,103.71 Credit Card Fee $32.15 Credit Card Fee R000.369.908.00.00 0.00 $32.15 MECHANICAL $1,071.56 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R12191 R000.322.102.00.00 0.00 $1,071.56 $1,103.71 Date Paid: Wednesday, August 23, 2017 Paid By: CONNIE HARDIN Pay Method: CREDIT CARD 05661G Printed: Wednesday, August 23, 2017 12:18 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project 49-1a/ Tpof Inspection: ri Gat_ ISL Address: ?7z .�.. Date Called: �-- Special Instructions: U �p�> I 1 9 l0 ( 'r1 j�� Y4 / t Date Wanted:.m.- j " %r p.m. Requester: Phone No: kil,Approved per applicable codes. E Corrections required prior to approval. COMMENTS: o — riec4C1f/1`- Inspector: Date: 8_61`,'e REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be - paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 141i7-ctti PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: �y Type of Inspection: s D 1lc 7 Mcni -r7 .e.lvitfi, £ f fewe/ Address: 97.25 £. rt1gAviAtht coot' Date Called: -, Special Instructions:Q ! -'`®1 Date Wanted: CS— PO— /. g a.m: p.m. Requester: 'pot HIrLSON Phone No: ®7-9`i8-1,30/ tgApproved per applicable codes. Corrections required prior to approval. COMMENTS: e> g ® A/+.-1» smaf Deice Tvii9 gNhr- of s D 1lc 7 Mcni -r7 .e.lvitfi, £ f fewe/ Mn ct/4/10i ctl-t-- /eiMt L -- Inspector: Date: /� /e) REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 rnl7-Qj/� Project: 13‘10116--- 9 —/0/ Type of Inspection: 5 pxgi 7 Address: 47725' A- nfif t (ftL 045; Date Called: Special Instructions: l�ff' //YStvT�i/ a Pm aur -i uz Date Wanted: a , -i-j c� a.m. p.m. Requester: f Phone No: ,-67-943°- 0 `/ EJApproved per applicable codes. I Corrections required prior to approval. COMMENTS: 6*- 5./n6/40 J// )r4,' 7t57 b&pbc1 Araiiertvi Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 A/7-61/` Project: i , ///6- 9. AV Type of Inspection: fow&/f /N feee CAL - Address: q72-5 E, m1 Date Called: Special Instructions: Date Wanted: a.m. /-17-/ / -p.m Requester: T,p'"t Phone No: 2-042 -Its-- 1o3t1 Approved per applicable codes. LJ Corrections required prior to approval. CO NfM ENTS: 6/4- Rov6W //I ni. e 111/ c / 0 f Inspector: g5 -1 - Date: �2/2/) REINSPECTIONFEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Dn- s -03 .. P1/7-- 06/Y ,/g -F- U 3i PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 A l Approved per applicable codes. Corrections required prior to approval. COMMENTS: //-/af/tel /,tt577// Gai r Needs Shift Inspection: I%7'J $100.00 of Inspection: Project: a.Type Address: , , , r - 1 Suite #. Z c evvws Contact Person: Special Instructions: Phone No.: A l Approved per applicable codes. Corrections required prior to approval. COMMENTS: //-/af/tel /,tt577// Gai r Needs Shift Inspection: I%7'J $100.00 Sprinklers: ,4&S .��1,8 Fire Alarm: %! Hood & Duct' Monitor: ` Pre -Fire: Permits: Occupancy Type: ' /'- Inspector: - / . Alf() Date: .��1,8 Hrs.: . ilv("Af/ifs-c, $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Dcc 3/14/14 T.F.D. Form F.P. 113 B N B riL BN Builders Submittal No.: 1-230000-0 Due Date: 7/31/2017 Boeing 9-101 Thermoplastic AFP 9725 East Marginal Way South Tukwila, WA 98108 BNB Project # 117013.004 Date: July 24, 2017 Submitted To: Gabriel Hess Boeing 9725 East Marginal Way South Tukwila, WA 98108 Phone: Fax: Description: Discipline: Subcontractor: Long Lead Mechanical Mechanical Holaday-Parks, Inc. Submitted By: Jason Stanfill BNBuilders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Phone: 206.382.3443 Fax: 206.382.3440 Item Qty Status Comments Axial HVAC Fans Custom Air Handling Unit Ultrasonic Humidifier 1 Submitted 1 Submitted 1 Submitted Package Notes: REVIEWED FOR CODE COMPLIANCE. APPROVED SEP 0 6 201? City of Tukwila BUILDING DIVISION This review and notations noted during this review does not in any way relieve the subcontractor or supplier of their responsibilities for compliance with the contract documents. Deviations/variances, if allowed, must be clearly identified and requested to be considered. Also, the subcontractor or supplier is responsible for verification and accuracy of the details, quantities and dimensions, coordination of their equipment, materials and installation with all affected work and related subcontractors/suppliers, particularly with specific emphasis on deviations/variations. Jason Stanfill Date Reviewer's General Comments: RECEIVED CITY OF TUKWILA AUG 2 3 2017 PERMIT CENTER Reviewer Signature Date SHOP DRAWING COMMENTS A - REVIEWED B - REVIEWED -ADDITIONAL INFORMATION REQUIRED ' C - FURNISH AS CORRECTED Review does not authorize changes to contract sum unless stated in seperate leiter or change orders. Alf D - REVISE AND RESUBMIT E - REJECTED MOM MOM This review is only for general conformance with the design concept and the information given in the Construction Documents. Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the plans and specifications. Review of a specific item shall not include review of an assembly of which the item is a component. The contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construction; coordination of the work with that of all other trades: and preforming all work in a safe and satisfactory manner. EF -1: Provide propeller access section door, 1" spring isolators, thrust restraints. SIGNATURE: Chris Narramore, PE DATE: 7/28/2017 DLR Group _COOK AVAB Adjustable Pitch Vane Axial Horizontal Floor Mount Belt Drive STANDARD CONSTRUCTION FEATURES: 1;J:341 1.1 MARK: EF -1 PROJECT: BOEING BLDG 09-101 ADC THERMOPLASTI... DATE: 7/12/2017 FURNISH AS CORRECTED All aluminum adjustable pitch prop - Minimum 3/16" Lorenized steel I housing with integral straightening vanes - Extended lube lines - B A Regreasable bearings in cast pillow block housing - Rotatable bolted O.D. I.D. mounting feet. Performance ('Bhp includes drive loss Qty Catalog Number Flow (CFM) SP (inwc) Fan RPM Power* (HP) FEG 1 35AVAB-160 8100 .375 855 1.09 56 Altitude (ft): 400 Temperature (F): 70 Motor Information HP RPM Volts/Ph/Hz Enclosure FLA Mounted 1-1/2 1725 460/3/60 ODP -PE 3 Yes NEMA Premium& efficiency motor per MG -1 (2014) Table 12-12 FLA based on NEC (2014) Table 430.250 Fan Information Level OVei(fpm) Fan Mount Blade Angle 1 1178 Horz. Floor 16° Sound Data Outlet Sound Power by Octave Band 1 2 3 4 5 6 7 8 LwA dBA 80 82 81 83_81 77 72 68 85 74 Accessor es- Premium Eff'ciency Motor (Min. 86.5%) DRIVES (1.5 SF) @ 855 RPM MOUNTING FEET INSPECTION DOOR COMP FLANGE(SET 2) MOTOR COVER/BLT GRD Notes: Drive Loss Included Fan Curve Legend 1 I E Belt Guard (Optimal) C Bolt Circl F Dia. G Num. of Holes K I- J Dimensions (inches A I.D. 35-1/2 B O.D. 39-7/8 C 38 D 3/16 E 43 F 9/16 G Num 12 H 35-1/8 J 39-3/4 K 1-5/8 P Dia./ • e 2 Holes/Foot NOTE: Accessories may affect dimensions shown. (Weight(lbs)*** I Shipping 999 Unit -Includes fan, mot 1.75 1.40 & accessories. Fan Curve C/F+ Rotation Motor Cover (Optiona H Ref. CFM vs SP CFM vs HP Point of Operation 0 System Curve --------- v8.8.184.13682 VAAPPSICookwareLlobslKenH1 0.35 0.00 0 2500 5000 7500 10000 Flow (CFM) 3.00 2.40 .600 0.00 12500 Page 1 of 3 COOK INSPECTION DOOR STANDARD CONSTRUCTION FEATURES: Steel welded construction with quick release hardware Lorenized finish Dimensions (inches) Mark Qty Description A B EF -1 1 INSPECTION DOOR 11 -5 v6.8.184.13682 V:IAPPSICookwareUobs\KenHl PROJECT: BOEING BLDG 09-101 ADC THERMOPLASTI... DATE: 7/12/2017 Prop Side Page 2 of 3 aemi\slo COOK COMPANION FLANGE PROJECT: BOEING BLDG 09-101 ADC THERMOPLASTI... DATE: 7/1212017 STANDARD CONSTRUCTION FEATURES: Steel welded construction. Loren ized finish. Dimensions (inches F x F x G Thickness B.qi.lrnber of Holes B Bolt Circle Mark Qty Description A B C Num D E F G EF -1 1 COMP FLANGE(SET 2) 39-718 38 12 9/16 35-1/2 2 3/16 v6.8.184.13682 V:IAPPSICookware\obs\KenH1 Page 3 of 3 B N B BN Builders FILE Submittal No.: 1-230000-0 Due Date: 7/31/2017 Boeing 9-101 Thermoplastic AFP 9725 East Marginal Way South Tukwila, WA 98108 BNB Project # 117013.004 Date: July 24, 2017 Submitted To: Gabriel Hess Boeing 9725 East Marginal Way South Tukwila, WA 98108 Phone: Fax: Description: Discipline: Subcontractor: Long Lead Mechanical Mechanical Holaday-Parks, Inc. Submitted By: 3ason Stanfill BNBuilders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Phone: 206.382.3443 Fax: 206.382.3440 Item Axial HVAC Fans Custom Air Handling Unit Ultrasonic Humidifier Qty Status Comments 1 Submitted 1 Submitted 1 Submitted Package Notes: REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 6 2011 City of Tukwila BUILDING DIVISION This review and notations noted during this review does not in any way relieve the subcontractor or supplier of their responsibilities for compliance with the contract documents. Deviations/variances, if allowed, must be clearly identified and requested to be considered. Also, the subcontractor or supplier is responsible for verification and accuracy of the details, quantities and dimensions, coordination of their equipment, materials and installation with all affected work and related subcontractors/suppliers, particularly with specific emphasis on deviations/variations. Reviewer's General Comments: RECEIVED CITY OF TUKWILA AUG 2 3 2017 PERMIT CENTER 4t4' 011* ]ason Stanfill Date Reviewer Signature Date • 6,4 MEM 1 MIME 0 FAQ 0 ix, A - REVIEWED B -- REVIEWED - ADDITIONAL INFORMATION REQUIRED C - FURNISH AS CORRECTED Review does not authorize changes to contract sum unless stated in seperate letter or change orders, O D - REVISE AND RESUBMIT O E - REJECTED This review is only for general conformance with the design concept and the information given in the Construction Documents. Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the plans and specifications. Review of a specific item shall not include review of an assembly of which the item is a component. The contractor is responsible for dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication processes or to the means, methods, techniques, sequences and procedures of construction coordination of the work with that of all other trades: and preforming all work in a safe and satisfactory manner. EF -1: Provide propeller access section door, 1" spring isolators, thrust restraints. • DATE: 7/28/2017 J DLR Group Humidifer will be factory mounting into the AHU JOHNSON BARROW REVIEWED 237313.16 AHU Seattle - p. (206) 284-1476 2203 23R, Ave S. Seattle, WA 98144 Portland - p, (971) 717-7123 735 SW 20"' PI. #230 Portland, OR 97205 Vancouver BC - p. (604) 506-7557 1520 McCallum Rocd #200 Abbotsford, BCV2S 8A3 Date: July 20, 2017 From: Johnson Barrow Project Name: Boeing 9-101 To: Holaday Parks Documents Acknowledged: Plans and Specs Attention: Derek Hart Energy Labs Unit Tag Model CFM Qty. AHU-1 Custom 6,000 1 Scope of Supply: • Outdoor Construction • Stainless Steel Interior -'In Lieu of Paint • Chilled Water Coil 6 Rows • Hot Water Coil - 2 Rows • OSHA Fan Guard on Inlet and Outlet • Fan Motor Wired to a J -Box for Power by Others • TEFC Motors • Shaft Grounding • 2" - 30% Efficient Pre -Filters • 12" - 98% MERV 16 Unit Filters • Inertia Base- Concrete by Others • . 3" Internal Springs • Ultrasonic Humidifier o Wired to J -Box for Power by Others o Make-up Water Connection o Control Panel o DI Cabinet - Ships Loose for Installation in the Field Exclusions: • Single Point Power, Unit Disconnect, Power to Humidifier, VFDs, Concrete for Inertia Base, Unit Controller, Witness Testing, Air Flow Monitoring, and Chilled Water Control Valves. • Offloading, Storage, Access, Rigging, And Installation • Piping Between AHU and Condenser. To Be Performed in The Field by Others NOTES/CLARIFICATIONS: • MC to Review and Verify the Following; o Unit Handing - Access Door and Coil Connections o Openings o Humidifier Control Box Location o Humidifier Make Up Water Connection • Are Shipping. Splits :Required Air Handling Equipment Boeing Building 9-101 Tukwila, Washington EnerLabsgy Inc 1695 Cactus Road San Diego CA 92154 Ph. (619) 671 0100 Fax. (619) 671 0160 Sates Agenc Sales Agen Energy Labs: Job Number Sales Engineer Revision Date Johnson Barrow, Inc. - WA. 2203 23rd Ave. South Seattle, WA Rand Conger randc@jbarrow.com 10372 Dennis Hucke 07/20/2017 Energy Labs Inc Index .Project Summary Revision Sheet Unit Specifications AHU-1 Construction Details Energy Labs Warranty Project Summary BOEING 9-101 Job Number: 10372 Revision Unit Specifications Unit Information Unit I, Supply CFM ( ReturnCFM Location j Qty Base Material • Paint 1 Project Summary Color Voltage r.s AHU-1 I 6600 N/A • Indoor , 1 ! Steel Epoxy 3mil / Primer (Salt Spray = 5000 hrs) ! Grey t 460V / 3 Phase Fans Motor UnitType' ' Duty i Mfr - Size Qty` CFM; . SP 'CL, Fan RPM Wax RPMI BHP i RPM Manuf. Type ,Eff.(%)•Encl.,) '. Frame Enol. I Plenum m , Supply ELI , 200 I 1 , 6600 ; 5.25 , 2 I 2311 I 2703 8.06 1011 1800 , Reliance I Premium 1 91.7 I TEFC I 215T Coils Physical Datar Unit Duty I Manuf. Fluid I FH. (in) j FL (in) I Qty AHU 1 ;Chilled Water ELI ;=Water 55.5 39 " ". 1 ;' 6 AHU-I I Hot Water I ELI Water ! 55.5 ! 39 I 1 1 2 Rows FPI Fin Mat. ' Fin Thickn. 8 Aluminum y .• 0.008 6 Aluminum 0.008 Tube i Conn. Size(in) 0.02 Smooth %1.50 0.02 Smooth i 1.00 Airside performance Waterside performance,::1 Unit 1FV fpml Capacity - Sens.(BTUH) iCapacity Total (BTUH)IEAT DBIEAT WB' LAT DBILAT WB APD GPM! EWT' LWT I PD '176,288: `77..1 60.8 52.4 " '51 0.509 r35.52 45 54:92 ` 5.17 j 288,424 45 I AHU-1 439 .L 176.288 AHU-1 I 439 I 288.424 85.5 { 1 0.139 12 I 180. 133.96! 2.07 'Unit', Mnuf.. AHU-1 I Flanders AHU-1 Flanders Type. Preplcat 40 LPD Efficiency; Fac a Area (Sgft)I FV ` .Size/Qty y Deptti'(in) Class '1 30%-MERV 8 I 16 I 413 1 24x24(4) 2 2 413 T 24x24(4) ; " i 12 2-1 tSuperflow V Minipleat' 98%-MERV'16 Energy labs Submittal Data Sheet PROJECT SUMMARY NOTES BOEING BUILDING 9-101 Energy Labs Project # 10372 Electrical: 1. Empty %" EMT conduit supplied by ELI with a J -Box at every section as shown on drawing 2. Fan motor wired to an external J -box. a. Field connection and power by others 3. Lights, Tight switch and GFIC terminated at a 120V J -box. a. Field connection and power by others 4. Door interlock switches provided at the fan section access door and the fan inlet plenum access door 5. Door switches terminated at a 1 -box. a. Field connection and power by others 6. Humidifier communication cable to be extended from the humidifier to the humidifier control panel. a. Field connection and power by others Humidifier: 1. Humidifier assembly supplied by Johnson -Barrow 2. Humidifier control assembly to be mounted as shown on mechanical drawing 3. Humidifier control panel to be mounted as shown on mechanical drawing 4. Humidifier water connection to be extended to the unit exterior 5. Humidifier communication cable to be extended to the humidifier control panel Construction: 1. Instrument ports shall be installed in each access door as shown on drawing r z O A m 5 N 0 z 0 D v v 213BNION BOr O D z 0 z 4- m D 0 u 10 O m N n V 0 z z P1 m z r z 0 mp N 0m z 2 m A n z V J A O n -4z n 2 m O 2 m D rn Z vO n 01 m D J n I O 8 n D Z1 10 O N D N 7 HI -PS '9,9 :i3aow c D n 101-6 BUZaog O co m 253 THERMAL BREAK CONSTRUCTION L. 040 140 ;1".t: V=1 C).ZI (-TTOI 11 11 it 11 11 0 NVI 4 4 4 4- <1nm _ 3 mc G p n- 2 p mm yc Nz NO11Of181SNOO 13NVd INVO3 a a2 No 1 - 1 io n yN VII it 0 BOEING 9-101 Job Number: 10372 Tag: AHU-1 Casing/Roof Material: Bolt Material: Floor Insulation: Floor Paint: Cont. Welded: 2" Upturned Lip: Base 4" Gypsum Board: Revision Unit Specifications 20GA. GALVANNEAL/20GA. GALVANNEAL STANDARD - ZINC 2IN. FOAM (R=14.2) NONE NO NO NONE Section MA -PLENUM FILTERS HUMIDIFIER CHW-COIL HW -COIL SUPPLY -FAN DISCH-PLEN Section MA -PLENUM MA -PLENUM RA DISCH-PLEN • SA Insulation 2" Foam (R12.1) 2" Foam (R12.1) 2" Foam (812.1) 2" Foam (R12.1) 2" Foam (R12.1) 2" Foam (R12.1) 2" Foam (812.1) Liner Mat. 20ga. 304 Stainless Steel 20ga. 304 Stainless Steel 20ga. 304 Stainless Steel 20ga. 304 Stainless Steel Solid Liner Type Solid Solid Solid 20ga. 304 Stainless Steel Solid 20ga. 304 Stainless Steel Solid 20ga. 304 Stainless Steel Solid Thermal B. Yes Yes Yes Yes Yes Yes Yes Mylar No No No No No Unit Construction Roof Curb: NO Washdown Walls: NO ETL Approved: YES OSHPD Certified: NO Alcohol Wipe: NO Shrink Wrap: NO Altitude: 0 Floor Material 14ga. Galv Bright 14ga. Galt' Bright 14ga. 304SS 14ga. Galv Bright 14ga. Galv Bright No 14ga. Galv Bright No l4ga. Galt' Bright Liner Mat 20ga. Galv Bright 20ga. Galv Bright 20ga. Galt' Bright 2Oga. Galv Bright 20ga. Galt' Bright 20ga. Galt' Bright 20ga. Galv Bright Openings Tag OA Section Louver None None None Walkway, grating None None None None None None Dampers Tag Damper type Linlcagc Vertical Blades Ultra LL\Alum \AF MA -PLENUM OA MA -PLENUM RA Opposed Ultra .LL\Alum\AF Opposed Energy Labs No Actuator Model Type ' Fail Position None N/A None N/A Submittal Data Sheet Signal N/A N/A Locking Quadrant No No BOEING 9-101 Job Number: 10372 Tag: AHU-1 UNIT POWER Unit Voltage: Unit Power: 1.Unit Disconnect: Unit SCCR: Revision Unit Specifications 460V / 3 PHASE POWER TO INDIVIDUAL HIGH VOLTAGE COMPONENTS NONE NONE LIGHTS AND RECEPTACLES 1.20V, Lights, GFI's Power: Switched By Unit Disconnect: 1.20V Disconnect: 1 Electrical OTHERS NO NO *No Unit Disconnect provided. No components wired to an electrical enclosure unless otherwise noted. Lights :Swatches Marine w%LED Light *For location of lights please refer to the mechanical drawing. Energy La =Standard ..' Submittal Data Sheet BOEING 9-101 Job Number: 10372 Tag: AHU-1 Revision Unit Specifications MA -PLENUM Drain Pan Material: None Pressure Gauge: None Section Options Pressure Switch: None Gauge/Switch Qty: 0 Floor drains: None FILTERS Loading Direction: Upstream Blank -off Material: 16ga. Galv Bright Filters By: Energy Labs Filter Style: Single Header Style Frames and Clips By: Energy Labs . Filter Seal : N/A Frame Material: Galvaneal Prefilters Final filters Filter Gauge: Dwyer 2001 Filter Gauge: Dwyer 2001 Diff. Pressure Switch: Dwyer 1910-0 Diff. Pressure. Switch: Dwyer 1910-0 Spare Set(s): 2 Spare Set(s): 2 . HUMIDIFIER Drain Pan Material: 16ga. 304SS Pressure Switch: None Pressure Gauge: None Gauge/Switch Qty: 0 Floor drains: None CHW-COIL Coil. Arrangement (HxW): 1 x 1 Casing material: 16ga. 304SS Coil Coating: None Pipe chase: 0" x 0" Coil rack: None Pipe Vestibule: 0" Horizontally staggered: No Blank -off material: 16ga. 304SS Drain pan material: 16ga..304SS HW -COIL Coil Arrangement (HxW): 1 x 1 Casing material: 16ga. Galt' Bright Coil Coating: None Pipe chase: 0" x 0" Coil rack: None Pipe Vestibule: 0" Horizontally staggered: No Blank -off material: 16ga. Galt' Bright Drain pan material: None Energy Labs Submittal Data Sheet BOEING 9-101 Job Number: 10372 Tag: AHU-1 Revision Unit Specifications SUPPLY -FAN Drive Type: Wheel Type: Arrangement: Spring defl:w/seismic restraint Motor Voltage: Shaft Grounding: Backdraft Damper:': Inlet Screen: Fan Guard: Belt Guard: Motor Wiring: Blank -Off Plates: DISCH-PLEN Drain Pan Material: Pressure Gauge: 1 ergy poor,bs Direct -Drive ELPF-ALUM 4 2 in 460V/3Ph/60Hz Yes No Yes Yes 'None Wire to J -Box None. None None Inertia Base: Extra Set of Belts: Stainless Steel Shaft: Fan Flex: Flow Measuring: Flow Trac Qty: Extended Lube .Line: :Motor Removal Rail:. 3 -Mil Epoxy Paint: Floor Drains: Fan Wall Material: Pressure Switch: Gauge/Switch Qty: Floor drains: Yes No No Steele Yes w/Dwyer gauge and transducer One device per fan indicating individual CFM None No No. None 16ga. Galt' Bright None 0 None Submittal Data Sheet. 11111.111.. BOEING 9-101 Job Number: 10372 Tag: AHU-1 MA -PLENUM (Tag: OA) FILTERS (Pre) FILTERS (Final) CHW-COIL HW -COIL Revision Unit Specifications CalculatedP.D EnerLabs� 0.261 0.157 0.496 0.509 0.139 Cabinet Pressure Drop Report PD Override Comments P.D. Damper. P.D. for Unducted entrance included 0.261 0.418_ 1 0.914 Y! 1.423 1.562 1' S taticPressure Loss: Total Fan Static Pressure: AvailablcExternal Static Pressure: NOTE: The pressure losses shown above are based on actual, published test data for coils, dampers. filters, and other components. Pressure loss coefficients for cabinet losses and cabinet effects are based on data published in the 'ASHRAE Handbook of Fundamentals', ASHRAE research papers, 'Fan Engineering, 8th Ed.' and Energy Labs internal test data. Values shown are estimates based on these sources. When there are multiple air paths, data shown is for the worst case. Submittal Data Sheet 1562 5.250 3.688 BOEING 9-101 Job Number: 10372 Tag: AHU-1 Revision Unit Specifications DUTY: SUPPLY FAN FAN TYPE SWSI FAN SIZE CFM ALTITUDE (FT) TEMPERATURE (F) 200 6600 0 70 PRESSURE TRANSDUCER BY ENERGY LABS. YES Delta P. 6.54 Density (Lb/Ft^3) 0.075 Gauge Range. 0-10 Dwyer 2000 Series Magnehelic Gage. 2010 Setra Model 264 Pressure Transducer Range. 0-10 Setra Model 264 Pressure Transducer / Model Number. 2641-010WD-11-T1-C Flow Coefficient (Fc). 2580 CFM = Fc x t/(AP) Uteri Labs FLOW TRAC Submittal Data Sheet BOEING 9-101 Job Number: 10372 Tag: AHU-1 Revision Unit Specifications SUPPLY FAN Energy Labs Flow Trac® provides a differential pressure measured at the fan inlet cone. This differential pressure is converted to a 4-20 milliamp output signal that is directly proportional to the differential pressure measured by the Flow Trac®. Knowing the transmitter range (TR) and the Flow Coefficient (FC) of the Energy Labs fan, the CFM being moved by the fan at any point in time can be calculated. The standard differential pressure transmitter used by the Energy Labs Flow Trac® is the "Setra" 264 series. The differential pressure transmitter range (model number) is selected by Energy Labs based on the fan size, operating CFM, and air temperature entering the fan. This model number and associated range is provided as part of the submittal for fans purchased with the Flow Trac® option. "Setra" model number Range (inches of water TR 2641-005WD-11-T1-C 2641-010WD-11-T1-C 2641-015WD-11-T1-C 2641-025WD-11-T1-C 2641-050WD-11-T1-C Every Energy Labs fan has a flow coefficient that can be calculated based on the size of the fan, the elevation of the installation, and the temperature of the air entering the fan. This flow coefficient (FC) is calculated by Energy Labs and is provided as a part of the submittal for fans purchased with the Flow Trac® option. Fan Size Elevation CFM Temperature 0-5 0-10 0-15 0-25 0-50 5 10 15 25 50 200 6,600 70 Transmitter Model Number 2641-010WD-11-T1-C Transmitter Range (TR) Flow Coefficient (FC) Number of Fans (N) 10 2;580 Formulas for calculating differential pressure and CFM for a 4-20 milliamp (ma) output proportional to differential pressure. VDifferential Pressure (DP) CFM DP=(ma-4)*TRf16 CFM = N* FC * sqrt(DP) 1 Table of calculated values Based on the above TR (transmitter range), FC (flow coefficient), and N (number of fans) Energy Labs milliamps (ma) DP " of water CFM 4 0.00 0 5 0.63 2,040 6 1.25 2,885 7 1.88 3.533 8 2.50 4,079 9 3.13 4,561 10 3.75 4.996 11 4.38 5,396 12 5.00 5,769 13 5.63 6,119 14 6.25 6,450 15 6.88 6,765 16 7.50 7.066 17 8.13 7,354 18 8.75 7,632 19 9.38 7,900 20 10.00 8,159 Submittal Data Sheet BOEING 9-101 Job Number: 10372 Tag: AHU-1 Revision Unit Specifications Fan Selection Documents FAN CURVE Ver. 6.24 May, 2010 Fan Duty: SUPPLY Wheel Type: ELPF-ALUM Fan Size: 200 Manufacturer: ENERGY LABS Fan Model: PLENUM FAN Maximum RPM: 2703 Fan Class: 2 Qty of Fans: 1 Wheel Width: 90% SP 7.5 2.5 r 0 Operating: Standard: Sound Power: 2000 4000 CFM 6000 8000 9 6 3 10000 HP CFM SP BHP DrHP RPM ALT TEMP SE 6600 5.25 8.06 N/A 2311 0 70 67.6 5.25 7.83 0 70 • Ratings shown are based on tests and procedures performed in accordance with AMCA Publication 211 and AMCA Publication 311, and comply with the requirements of the AMCA certified ratings program. • Operating performance and Sound information is for individual fans • Performance ratings do not include the effect of appurtenances in the airstream • Performance shown is for installation Type A (free inlet, free outlet) • The sound power ratings are shown in decibels, referred to 1 E-12 watts Energy Labs Submittal Data Sheet 63 125 250 500 1K 2K 4K 8K Outlet 89 88 98 94 90 81 78 79 Inlet 79 81 94 89 86 84 82 80 • Ratings shown are based on tests and procedures performed in accordance with AMCA Publication 211 and AMCA Publication 311, and comply with the requirements of the AMCA certified ratings program. • Operating performance and Sound information is for individual fans • Performance ratings do not include the effect of appurtenances in the airstream • Performance shown is for installation Type A (free inlet, free outlet) • The sound power ratings are shown in decibels, referred to 1 E-12 watts Energy Labs Submittal Data Sheet BOEING 9-101 Job Number: 10372 Tag: AHU-1 CHW-COIL Revision Unit Specifications Date: 07/18/2017 Manufacturer: ENERGY LABS Coil Arrangement (HxW): 1 X 1 COIL GEOMETRY Type: CHILLED WATER Construction: TYPE 'C' - 5/80D CORR. FIN Fin Height: Fin Length: Fins Per Inch: Fin Thickness: Fin Material: Tube Spacing: Tube Size(OD): Tube Wall: 55.5 39 8 0.008 ALUMINUM 1.5 IN. CENTERS 5/8 0.02 SMOOTH AIRSIDE DATA: SCFM: ACFM: Total Capacity [BTUH]: Sensible Cap [BTUH]: Entering DB [DEG F]: Entering WB [DEG F]: Leaving DB [DEG F]: Leaving WB [DEG F]: Std Face Vel [FPM]: Act Face Vel [FPM:] Pressure Drop [In H2O]: ENERGY LABS PART NO: 6,600 6,600 176,288 176,288 77.1 60.8 52.37 51.02 439.1 439.1 0.509 Revision: Coil Selection Documents 0 Coil Altitude [FT]: 0 No. of Coils: No. of Rows: No. of Feeds: No. Of Passes: Conn. Size [in]: Conn. Type Connection Matl: TUBESIDE DATA: Fluid: Total GPM(all coils): Ent. Water [DEG F]: Lvg. Water [DEG F]: Water Vel [FT/SEC]: Press. Drop [FT H2O]: Fluid Fouling Factor [h-ft^2-°F/Btu]: 5WC-0 806-55.5X39-A18/12C 1 6 18 12 1.50 MPT COPPER WATER 35.52 45 54.92 2.23 5.17 0 Ver. 4.26 Nov. 2015 NOTES: • Coil is not certified by AHRI. Coils with uneven circuiting are not in the ELI certification program but are rated in accordance with AHRI Standard 410. Submittal Data Sheet BOEING 9-101 Job Number: 10372 Tag: AHU- i HW -COIL Date: Manufacturer: Coil Arrangement (HxW): Revision Unit Specifications 07/18/2017 ENERGY LABS 1 X 1 COIL GEOMETRY Type: HOT WATER Construction: TYPE 'C' - 5/80D CORR. FIN Fin Height: 55.5 Fin Length: 39 Fins Per Inch: 6 Fin Thickness: 0.008 Fin Material: ALUMINUM • Tube Spacing: 1.5 IN. CENTERS Tube Size(OD): 5/8 Tube Wall: 0.02 SMOOTH AIRSIDE DATA: SCFM: ACFM: Total Capacity [BTUH]: Sensible Cap [BTUH]: Entering DB [DEG F]: Entering WB [DEG F]: Leaving DB [DEG F]: 85.46 Leaving WB [DEG F]: Std Face Vel [FPM]: 439.1 Act Face Vel [FPM:] 439.1 Pressure Drop [In H2O]: 0.139 6,600 6,600 288,424 288,424 45 ENERGY LABS PART NO: NOTES: Revision: 0 Coil Altitude [FT]: 0 No. of Coils: No. of Rows: No. of Feeds: No. Of Passes: Conn. Size [in]: Conn. Type Connection Matl: TUBESIDE DATA: Fluid: Total GPM(all coils): Ent. Water [DEG F]: Lvg. Water [DEG F]: Water Vel [FT/SEC]: Press. Drop [FT H2O]: Fluid Fouling Factor [h-ft"2-°F/Btu]: 5WH-0 602-55.5X39-A9/8C 1 2 9 8 1.00 MPT COPPER WATER 12 180 133.96 1.57 2.07 0 Ver. 4.26 Nov. 2015 Coil is not certified by AHRI. Coils with uneven circuiting are not in the ELI certification program but are rated in accordance with AHRI Standard 410. Ene Labs Submittal Data Sheet Setra dP Transducer Model 264 Very Low Differential Pressure Transducer Unidirectional Ranges: 0-0.1 to 0-100 in. W.C. Bidirectional Ranges: 0 -±0.5 to 0 -±50 in. W.C. Air or Non -Conducting Gas Setra Systems 264 pressure transducers sense differential or gauge (static) pressure and convert this pressure difference to a proportional electrical output for either unidirectional or bidirectional pressure ranges. The 264 Series is offered with a high level analog 0 to 5 VDC or 4 to 20 mA output. Used in Building Energy Management Systems, these transducers are capable of measuring pressures and flows with the accuracy necessary for proper building pressurization and airflow control. The 264 Series transducers are available for air pressure ranges as low as 0.1 in. W.C. full scale to 100 in. W.C. full scale. Static standard accuracy is±1.0%full scale in normal ambient temperature environments, but higher accuracies are available. The units are temperature compensated to 0.033% FS/°F thermal error over the temperature range of 0°F to +150°F. The Model 264 utilizes an improved all stainless steel micro-tig welded sensor. The tensioned stainless steel diaphragm and insulated stainless steel electrode, positioned close to the diaphragm, form a variable capacitor. Positive pressure moves the diaphragm toward the electrode, increasing the capacitance. A decrease in pressure moves the diaphragm away from the electrode, decreasing the capacitance. The change in capacitance is detected and converted to a linear DC electrical signal by Setra's unique electronic circuit. The tensioned sensor allows up to 10 PSI overpressure (in either direction) with no damagetothe unit. In addition,the partsthat make up the sensor have thermally matched coefficients, which promote improved temperature performance and excellent long term stability. NOTE: Setra quality standards are based on ANSI•Z54O-1. The calibration of this product is NIST traceable. U.S. Patent nos. 4093915; 4358814; 4434203; 6019002; 6014800. Other Patents Pending. 159 Swanson Rd., Boxborough,.MA 01719/Telephone: 978-263-1400/Fax: 978-264-0292 Applications • Heating, Ventilating and Air Conditioning (HVAC) • Energy Management Systems • Variable Air Volume and Fan Control (VAV) • Environmental Pollution Control • Lab and Fume Hood Control • Oven Pressurization and Furnace Draft Controls Features ■ Up to 10 PSI Overpressure on All Ranges • Installation Time Minimized with Snap Track Mounting and Easy- To -Access Pressure Ports and Electrical Connections ■ Oto5VDC or2-wire4to 20 mA Analog Outputs Are Compatible with Energy Management Systems • Reverse Wiring Protection • Internal Regulation Permits Use with Unregulated DC Power Supplies • Meets CE Conformance Standards When it comes to a product to rely on - choose the Model264. When it comes to a company to trust - choose Setra. Certified Visit Setra Online: http://www.setra.com 111'11111" 1110111111"111 III 'llihul 1 hop II 800-257-3872 • Performance Data Standard Aoarmy RSS(ao1 arttarp) ±1.O%FS Nq1-Uneerity,BFSL ±Q9 %FS HyStetE5i5 0.1034 FS Non-":.::r:iility 005%FS Tun it Effects" Conp3rilEdRErty ¶(% Zao4En Shift %fSf `C) MadnunLim F e OVEMEEME Long Tenn9:abiliity Positiat Effect Pit sfa:Mycal MEdatOg effect in lir veti illi positron.) Optional ±0.4%FS ±(129% FS ±0.38% FS ±022%FS a10'/°FS 0.10%FS 0E6% FS 005%FS Om +150(-18b3 +65) 0.033 (ooh 10 psi Up to 10psi inR:sitilecr lttveDlremon. 05%FS/1 YR ZeroOffxt Ftricy (%FS/G) To0.5in. V6C OM To1Am.WC 0.50 To2.5m.VLC 022 To5in. WC 0.14 • RSSd Itn lily ••11nitscaltratedanonin170'FiVaim ntharrelerorompltednom this Main Model 264 Specifications Environ mental Data Terpaatue Opeating' `F (t) Oto +175 (-18t3 +79) Sttrage T (t) - to +250 (-54to +121) •tpaam tenpadmthiIsdtheeleara,ismry. RISME nit tarceguesrrmyteausi llyhicita Physical Description Case Erotical :auction Peale Fittings Zeoaid SpatAdjust ants (app0) Pressure Media Typirdl ly air or Simi l- non-a:rlduling gam. Spaifiralnssti mem Fre-R3tatfantGlass Rlled Faust w holes on untie tit plaid steel base (dEsityed for275'slapTat) Sut3NTar>irral Strip 3/16"QQbarbed bras pa refittingfor1/4"pleb-on tibing kassibleontnpalm l0ournes Electrical Data (Voltage) Omit 3-Vtfire (03m, Ek, Out) Exaction 91o30VDC Output Oto 5VDC- Bid8etonal output at zero I 25VCC" 1 II tinine 103chrm 1:131•.:.tit°a 51( dm Int cprdieintong:03d iloadorgate `.Igo apt 111(±25mVfrrap nalalumias). •'Slat (rid] male) MixtfaicryAtowithin ±M11V. (±25mVfa aarafe). Electrical Data (Current) Quit 2-Vifue Ottptt' 4to20rrg. Rdpectioral output at mo prem 12mA" Exlemal toad OIoaDOchms Ninimmstpplywltage (WC) = 9+ o.CLx (Rsistaneofrereiverpts lime). MDdmtmsuppiyuolraT (VDC) = 3D+ 0.034x (R state ofreoeNerplus lime). •(21tratedafaxaywith a24VDClwpspp wltayaida750dmbad ``Igcart{xtfaxrrysettowltlmi±Q.1emA (MCer t\fcr • : ani . • nd a alp/fd2Qy53ttowtI111n±TtA Q16( I.I:m4kr Outline Drawings Code T1 Electrical Termination Dimensions #6 SCREW WIRE CLAMP 3 PLACES 0.078 1.98 0.312 7.92 Optional 1/2" Conduit Electrical Enclosure Dimensions PRESSURE PORTS -tel 9 30.15 1.19 30.15 4.56 115.87 0.49 12.55 115.87 5.062 128.57 PRESSURE PORTS IN MM ORDERING INFORMATION Code all blocks in table. Example: Part No.26412R5WD11T1C for a 264 Transducer 0 to 2.5 in.WC Range, 4 to 20 mA Output, Terminal Strip Electrical Connection, and±1% Accuracy. SSP264 Rev.D 04/19/01 2 6 4 1 .Model 2641 = 264 Ranges Differential `OR1WD = Oto0:1 in:WC 1125WD = Oto025in;WC 0R5W1) = Otn0.5.in.WC 001WD = -01n'1 in.WC 2R5WD = 0to2:5in:WC 003VVD .= 0to3in.WC '005WD = Oto5in.VhC 010WD = Ot010 in. C 015WD = 01015 in.WC 025WD = Oto25in.WC 05OVVD = 01050 in AC 10DWD = O:tolCOin.WC • Bidirectional RO5WB =- ±O.06 in:WC OR1WB = ±0.1 in.VC R25WB = ±025 in.V C OR5WB = ±0.5 in.11C 001WB = ±1 'in.VIC 1 R5WB = ±1.5 in.VtC 2R5WB = ±2.5 in.WC 005WB = ±5in.VilC 7R5WB = ±7.5 in.Vi+C OIOWB = ±10.in.WC 025WB = ±25 in.WC 050WB = ±50 in:WC Output 11 = 4-20mA 2D = Oto5VDC Elec. Termination Standard T1 = Terminal Strip tonal Al = 12"Condult Endorse - n Accuracy Standard C = ±1%FS Optional (w/03I.Cert) E = ±0.4%FS F = ±025% FS G = ±1%FS Please contact factory for versions not shown. %fit vepokeapptiraima$taremanSaraproiMbathpssrtya,d may,arlitEmsitEste aatone'srapcnstlitytodelamirete lily dttr proriumtlE*aim. 159 Swanson Road, Boxborough, MA 01719/Tet:978-263-1400; cialr,lf Toll Free: 800-257-3872; Fax: 978-264-0292; email: sales@setra.com ler ra Dwyer Instruments Series 2000 Mambolic® Dillerential Pressure Gages Indicate Positive, Negative or Differential, Accurate within 2% °N6 00166 01+lit AO A, i\`10vvp1puliu(lrnimitint,bo., 0 MAGNEHELc .025 (.G4) SPACE CREATED BY 3 SPACER PADS WHEN SURFACE MOUNTED. 00 NOT OBSTRUCT. PROVIDES PATH FOR RELIEF OF OVERPRESSURE. (.3) 6-32 X 3/1614.76) DEEP HOLES RUBBER PRESSURE RELIEF EOUALIY SPACED ON A 04-1/8 PLUG WILL UNSEAT ITSELF7/32 OVERPRESSURIZED (104.76180[7 CIRCLE FOR WHEN GAGE IS PANEL MOUNTING 1/6 FEMALE NPT { 3491 HIGH PRESSURE 1/6 FEMALE �__ CONNECTION NPT HIGH PRESSURE CONNECTION • 1/0 FEMALE NPT LOW PRESSURE CONNECTION L 11/16 7/16 (17.46) 11 11) (17/32_ 04374 (120.65)PANELCUTOUT I 1.314 _L (44.40) I 1 (12.701 1/8 FEMALE NPT LOW PRESSURE CONNECTION 05 (127( d-47/64 (120.27) 1/6 FEMALE NPT HIGH PRESSURE CONNECTION 13/4 144 40) 85-1/2 T (139.70) __ MOUNTING RING • 15132 (11.91) 2-17/32 164291 3/16 (4.76) 12 (12.70) 1/8 'FEMALE 11/16 - 8101 LOW (17.46) PRESSURE CONNECTION Select the Dwyer Magnehelice gage for high accuracy — guaranteed within 2% of full-scale — and for the wide choice of 8] models available to suit your needs precisely. Using Dwyer's simple, frictionless Magnehelic5 gage movement, it quickly indicates low air or non- corrosive gas pressures — either positive, negative (vacuum) or differential. The design resists shock, vibration and over -pressures. No manometer fluid to evaporate, freeze or cause toxic or leveling problems. It's inexpensive. too. The Magnehelic5 gage is the industry standard to measure fan and blower pressures, filter resistance, air velocity, furnace draft, pressure drop across orifice plates, liquid levels with bubbler systems and pressures in fluid amplifier or fluidic systems. It also checks gas -air ratio controls and automatic valves, and monitors blood and respiratory' pressures in medical care equipment. Mounting A single case size is used for most models of Magnehelice gages. They can be flush or surface mounted with standard hardware supplied. Although calibrated for vertical position, many ranges above 1" may be used at any angle by simply re -zeroing. However, for maximum accuracy, they must be calibrated in the same position in which they are used. These characteristics make Magnehelic° gages ideal for both stationary and portable applications. A 4-9/16" hole is required for flush panel mounting. Complete mounting and connection fittings, plus instructions, are furnished with each instrument. See page 7 for more information on mounting accessories. Flush, Surface or Pipe Mounted Enclosure Mounted 4 DWYER INSTRUMENTS, INC. 1 www.dwyer-inst.com SPECIFICATIONS Service: Air and non-combustible, compatible gases (natural gas option available). Note: May be used with hydrogen. Order a Buna-N diaphragm. Pressures must be less than 35 psi. Wetted Materials: Consult factory. Housing: Die cast aluminum case and bezel, with acrylic cover. Exterior finish is coated gray to withstand 168 hour salt spray corrosion test. Accuracy: ±2% of FS (i3% on - 0, -100 Pa, -125 Pa, 10MM and ±4% on - 00, -60 Pa, -6MM ranges), throughout range at 70°F (21.1°C). Pressure Limits: -20 in Hg to 15 psigt (-0.677 to 1.034 bar); MP option: 35 psig (2.41 bar); HP option: 80 psig (5.52 bar). Overpressure: Relief plug opens at approximately 25 psig (1.72 bar), standard gages only. See Overpressure Protection Note on next page. Temperature Limits: 20 to 140°F- (-6.67 to 60°C). -20°F (-28°C) with low temperature option. Size: 4" (101.6 mm) diameter dial face. Mounting Orientation: Diaphragm in vertical position. Consult factory for other position orientations. Process Connections: 1/8" female NPT duplicate high and low pressure taps - one pair side and one pair back. Weight: 1 Ib 2 oz (510 g), MP & HP 2 Ib 2 oz (963 g). Standard Accessories: Two 1/8" NPT plugs for duplicate pressure taps, two 1/8" pipe thread to rubber tubing adapter, and three flush mounting adapters with screws. (Mounting and snap ring retainer substituted for three adapters in MP & HP gage accessories.) Agency Approval: RoHS. Note: -SP models not RoHS approved. tFor applications with high cycle rate within gage total pressure rating, next higher rating is recommended. See Medium and High pressure options at lower left. ACCESSORIES Model A-432 Portable Kit Combine carrying case with any Magnehelic® gage of standard range, except high pressure connection. Includes 9 ft (2.7 m) of 3/16" ID rubber tubing, standhang bracket and terminal tube with holder. Model A-605 Air Filter Gage Accessory Kit Adapts any standard Magnehelic0 gage for use as an air filter gage. Includes aluminum surface mounting bracket with screws, two 5 ft (1.5 m) lengths of 1/4" aluminum tubing two static pressure tips and two molded plastic vent valves, integral compression fittings on both tips and valves. A-6058 Air Filter Gage Accessory Kit, Air filter kit with two plastic open/close valves, two 4" steel static tips, plastic tubing and mounting flange A -605C Air Filter Gage Accessory Kit, Air filter kit with two plastic open/close valves, two plastic static tips, plastic tubing and mounting flange Series 2000 Bezel provides flange for flush mounting in panel. Clear plastic face is highly resistant to breakage. Provides undistorted viewing of pointer and scale. Precision litho -printed scale is accurate and easy to read. Magoehelic® Gage Models Ranges Red tipped pointer of heat treated aluminum tubing is easy to see. It is rigidly mounted on the helix shaft. Pointer stops of molded rubber prevent pointer over -travel without damage. "Wishbone" assembly provides mounting for helix. helix bearings and pointer shaft. Jeweled bearings are shock -resistant mounted; provide virtually friction -free motion for helix. Motion damped with high viscosity silicone fluid. Zero adjustment screw is conveniently located in the plastic cover, and is accessible without removing cover. 0 -ring seal provides pressure tightness. Helix is precision made from an alloy of high magnetic permeability. Mounted in jeweled bearings. it turns freely, following the magnetic field to move the pointer across the scale. Calibrated range spring is flat spring steel. Small amplitude of motion assures consistency and long life. It reacts to pressure on diaphragm. Live length adjustable for calibration. 0 -ring seal for cover assures pressure integrity of case. OVERPRESSURE PROTECTION Blowout plug is comprised of a rubber plug on the rear which functions as a relief valve by unseating and venting the gage interior when over pressure reaches approximately 25 psig (1.7 bar). To provide a free path for pressure relief, there are four spacer pads which maintain 0.023" clearance when gage is surface mounted. Do not obstruct the gap created by these pads. The blowout plug is not used on models above 180" of water pressure, medium or high pressure models, or on gages which require an elastomer other than silicone for the diaphragm. The blowout plug should not be used as a system overpressure control. High supply pressures may still cause the gage to fail due to over pressurization, resulting in property damage or serious injury. Good engineering practices should be utilized to prevent your system from exceeding the ratings or any component. Die cast aluminum case is precision made and indite -dipped to withstand 168 hour salt spray corrosion test. Exterior finished in baked dark gray hammeriotd. One case size is used for all standard pressure options, and for both surface and flush mounting. Silicone rubber diaphragm with integrally molded 0 -ring is supported by front and rear plates. It is locked and sealed in position with a sealing plate and retaining ring. Diaphragm motion is restricted to prevent damage due to overpressures. Samarium Cobalt magnet mounted at one end of range spring rotates helix without mechanical linkages. Model .Range Inches .of Water Model Range PSI Model Range MM 9 of Water Model Range, 9 kPa Dual Scale Air Velocityt Units For use with pitot tube Model Range in W.CJ locity Velocity F.P.M. ty V 2000-00Nt•• 2000-00t•• 2000-0t• 2001 2002 2003 2004 2005 2006 2008 2010 2012 2015 2020 2025 2030 . 2040 2050. 2060 2080 2100 2120 2150 2160 21804 22504 .05-0-2 0-.25 . 0-.50 0-1.0 . 0-2.0 0-3.0 0-4.0 0-5.0 0-6.0 0-8.0 0-10 0-12 0-15 0-20 0-25 0-30 0-40 0-50 0-60 0-80 0-100 0-120 - 0=150 0-160 0-180 0-250 2201 2202 `2203 2204 2205 2210* 2215' 2220* 2230' 0-1 0-2 0-3 0-4 0-5 . . 0-10 0-15 0-20 0-30 2000.6MMt•• 2000-10MMt• 2000-15MM 2000-25MM 2000-30MM 2000-50MM 2000-80MM 2000-10OMM 200G-125MM 2000-150MM 2000-200MM 2000-250MM - 2000-300MM 0-6 ' „ 0-10 0-15 - 0-25 . 0-30 0-50 0-80 0-100 0-125 0-150 0-200 0-250 0-300 2000-0.5KPA 2000-1KPA 2000-1.5KPA 2000-2KPA 2000-2.5KPA 2000-3KPA 2000-4KPA 2000-5KPA 2000-8KPA 2000-10KPA 2000-15KPA 2000-20KPA 2000-25KPA 2000-30KPA 0-0.5 0-1 0-1.5 0-2 • 0-2.5 0-3 0-4 0-5 0-8 '0.10 0-15 0-20 0-25 0-30 2000-00AVt•• 2000.OAVt• 2001AV 2002AV 2005AV -2000eloc 0-.501500-2800 0.1.01500 4000 0-2.0/1000-5600 0-5.0/2000-8800 0-10!2000-12500 Model Range, CM of Water ,2000-15CM 2000-20CM 2000-25CM '2000-50CM 2000-80CM 2000-100CM 2000-150CM 2000-2000M '2000-250CM 2000-300CM 0-15 0-20 0-25 0-50 0-80 0-100 0-150 0200 0-250 0-300 ' Zero Center Ranges 2300-6MMt•• 2300-10MMt• 2300-20MMt• 3-0-3 5-0-5 10-0-10 Zero Center Ranges 2010AV 2300-1KPA 2300-2KPA 2300-2.5KPA 2300-3KPA .5-0-.5 1-0-1 1.25.0.1.25 1.5-0-1.5 Model Range, Pa 2000-60NPAt•• 2000-60PAj••• 2000=100PAt• 2000-125PAt• 2000-250PA 2000-300PA 2000-500PA 2000-750PA 2000-1000PA 10-0-50 0.60 0-100 0-125 0-250 0-300 0=500 0-750 0-1000 Dual _Scale .English/Metric Models Model Range, in w.c. Range, Pa or kPa 2000-0004•• 2000=0Dt• .20010 2002D 20030 2004D 2005D 2006D 2008D 2010D 2015D 2020D 2025D 2050D 2060D 0-.25 0-0.5 0-1.0 0-2.0 0-3.0 0-4.0 0-5.0 0-6.0 0-8.0 0=10 0-15 0-20 0-25 0-50 0-60 0-62 Pa 0-125 Pa 0-250 Pa 0-500 Pa 0-750 Pa 0 -LO kPa 0-1.25 kPa 0.1.5 kPa 0-2.0 kPa 0.2.5 kPa 0-3.7 kPa 0-5 kPa 0-6.2 kPa 0-12.4 kPa 0-15 kPa Zero Center Ranges 2300.4CM 2300-.10CM 2300 3OCM 2-0-2 5-0-5 15-0-15 Zero Center Ranges 2300-OOt•• 2300-0t• 2301 2302 2304 2310 2320 2330 0.125-0-0.125 .25-0-.25 .5-0-.5 1-0-1 2-0-2 5-0-5 10-0-10 15-0-15 ' ;These ranges calibrated for vertical scale position. • Accuracy +%-3% • • Accuracy +/-4% "'MP option standard -HP option standard Zero Center Ranges Model Range, Pa 2300.60PAt•• 2300-100PAt• 2300-120PA 2300-200PA 2300-250PA 2300-300PA 2300-500PA 2300-1000PA 30-0-30 50-0-50 60-0-60 100-0-100 125-0-125 150-0-150 250-0.250 :500-0-500 VELOCITY AND VOLUMETRIC FLOW UNITS Scales are available on the Magnehellco that read in velocity units (FPM, m/s) or volumetric flow units (SCFM, m3/s, m3/h). Stocked velocity units with dual range scales in inches w.c. and feet per minute are shown above. For other ranges contact the factory. When ordering volumetric flow scales please specify the maximum flow rate and its corresponding pressure. Example: 0.5 in w.c. = 16.000 CFM. ACCESSORIES A-321, Safety Relief Valve A-448, 3 -piece magnet kit for mounting Magnehelic9 gage directly to magnetic surface A-135, Rubber gasket for panel mounting A-401, Plastic Carry Case A -310A 3 -Way Vent Valves In applications where pressure is continuous and the Magnehelice' gage is connected by metal or plastic tubing which cannot be easily removed, we suggest using Dwyer A -310A vent valves to connect gage. Pressure can then be removed to check or re -zero the gage. CONTACT US 1 U.S. 219/879-8000 1 U.K. (+44) (0)1494-461707 1 A.U. (+61) (0) 2 4272 2055 1 China +852-23181007 5 Differential Pressure Gages Bulletin E-56 Series 1900 Pressure Switch Specifications - Installation and Operating Instructions I 3 '[76.20] -416 03-1/2[3332j Ii [88 90] Tr 1/8 FEMALE NPT HIGH PRESS. r------60'TYP CONNECTION (2)0316[4.76j MOUNTING HOLES ON A 4-3/16 [106.36] B.C. 1/8 FEMALE NPT LOW PRESSURE CONNECTION Series 1910 pressure switch. All pressure and electrical connec- tions and set point adjustments are on one side for easy installation. Series 1910 switch with conduit enclosure off. Shows electric switch and set point adjustment screw. Advanced design and precision construction permit these switches to perform many of the tasks of larger, cost- lier units. Designed for air conditioning service, they also serve many fluidics, refrigeration, oven and dryer applica- tions. For use with air and non-combustible gases. Series 1900 switches are available with set points of 0.07 to 20 inches water column. Set point adjustment can be made easily - before or after installation. Range screw is inside conduit enclosure to help prevent tampering. For easy mounting and access, pressure and electrical connections and set point adjustment are located on one side. This per- mits installation in corners or spaces too small for other switches. SPECIAL MODELS & ACCESSORIES Special close coupled street elbow for right angle pressure connections. Can be installed on switch anytime. Zinc plat- ed aluminum. Weatherproof Housing 16 ga. steel enclosure w(th Basketed cover (NEMA 4) for wet or oily condi- tions. Withstands 200 hour salt spray test. WL 5 lbs. (2.3 kg). Switch must be factory Installed. Change 1910 base number to 1911 and add -WP suffix. Example: 1911-1 -WR Explosion -Proof Housing Cast iron base with brass cover. Rated Class I, Div. 1 & 2. Groups 0: Class II, Div. 1 & 2, Groups E.F.G; Class 111 and NEMA 7, 9 NEMA 3. (7 lbs). Switch mustbe factory installed. Change model to 1911 and add -EXPL suffix. Example: 1911- i -EXPL. WEATHERPR00FELECTRIC 7/6ECTION HUB 1 .1101bj Se-I0tNPT FEMALE (415.1617.9 _MiG. HOLES 1-1/8 (28.561 3/4 I 1 . -- _.._.• _i:-'�Ti<'; =r-314 (19.0.5) _ 4-314 5• rz '.` 1-1/4131. 75_ 317621---7 IZ 361 1120 651 1139.71cow PRESS R N P.T. CONN I1/`�B II P.T. 3 -UR (79.38,) 1/8NPT HIGH PRESSURE CONN. .(t960 ,-1.n6 Ii 1APPEO FDR .26.991 1R ELECTRICAL COR1111 COW. 4.1/4 1107.95 5.3/4 1146.05 4-1/4 107 95] ( 4r,j `118 NPT LOW I1' PRESSURE CONN. DVNYE R INSTRUMENTS, 'INC. 1 P..O.iBOX 373;4 MICHIGAN CITY, IN 46361, .U.S.A. - l 1-19/32 140.48) 2-1 f /32 [59.53] 1-3/4 [44.45 CLEARANCE FOR COVER REMOVAL 51/64 [2024] - 1.7/- 6 - - [47.63) 2-9/32 [57.94] 2 -7/16[61.90J - The -7/16[61.90] - The Dwyer -engineered force -motion amplifier increases the lever- age of diaphragm movement and results in a switch with excellent sensitivity and repeatability. SPECIFICATIONS Service: Air and non-combustible, compatible gases. Wetted Materials: Consult factory. Temperature Limits: -30 to 180°F (-34 to 82.2°C) (32°F for non dry air). Pressure Limits: 45' w.c. (11.2 kPa) continuous, 10 psig ( 68.95 kPa) surge. Switch Type: Single -pole double -throw (SPDT). Repeatability: ±3%. - Electrical Rating: 15 A @ 120-480 VAC, 60 Hz. Resistive 1/8 HP @125 VAC; 1/4 HP @ 250 VAC, 60 Hz. Derate to 10 A for operation at high cycle rates. Electrical Connections: 3 screw type, common, normally open and normally closed. Process Connections: 1/8 -female NPT. Mounting Orientation: Diaphragm in vertical position. Consult factory for other position orientations. Set Point Adjustment Screw type inside conduit enclosure. WeigF,3t:, 1.b. 4.5 oz. (581 g)�4 Agency Approvals: CE, UL, CSA, FM. " SERIES 1910 SWITCHES - MODELS OPERATING RANGES, DEADBANDS Operating Phone:219/879-8000 w:ww dwyer inst:com <Fax:21`9/872-9057 e-mail:in'fo@dwyer-mst.com Approx'mate Dead Band Model Range, At Min. At Max. Number Inches W.C. Set Point Set Point 1910-00 0.07 to 0.15 0.04 0.04 1910-0 0.15 to 0.55 0.10 0.10 1910-1 0.40 to 1.6 0.15 0.16 1910-5 1.40 to 5.5 0.30 0.30 1910-10 3.0 to 11.75 0.40 0.40 1910-20 4.0 to 20.0 0.40 0.50 Phone:219/879-8000 w:ww dwyer inst:com <Fax:21`9/872-9057 e-mail:in'fo@dwyer-mst.com INSTALLATION 1. Select a location that is free from excessive vibration, cor- rosive atmosphere and where the ambient temperature is within the limits for these switches. 2. Mount standard switches with the diaphragm in a vertical plane and with switch lettering and Dwyer nameplate in an upright position. Some switches are position sensitive and may not reset properly unless they are mounted with the diaphragm vertical. (Special units can be furnished for other than vertical mounting arrangements if required.) 3. Connect switch to source of pressure, vacuum or differ- ential pressure. Metal tubing with 1/4" O.D. is recom- mended, but any tubing which will not restrict the air flow can be used. Connect to the two 1 /8" female NPT pres- sure ports as noted below: • Differential pressures - connect pipes or tubes from source of greater pressure to high pressure port marked HI -PR and from source of lower pressure to low pressure port marked LO -PR. • Pressure only (above atmospheric) - connect tube from source of pressure to high pressure port. The low pres- sure port is left open to atmosphere. • Vacuum only (below atmospheric pressure) - connect tube from source of vacuum to low pressure port. The high pressure port is left open to atmosphere. 4.. Electrical connections to the standard single pole, double • throw snap switch are provided by means of screw ter- minals marked "common", "norm open", and "norm closed". The normally open contacts close and the nor- mally closed contacts open when pressure increases beyond the set point! 5. Switch loads should not exceed the maximum specified current rating of 15 amps resistive. Switch capabilities decrease with high load inductance or rapid cycle rates. Whenever an application involves either of these factors, the user may find it desirable to limit the switched current to 10 amps or less in the interest of prolonging switch life. OPERATION Pressure acting on the power diaphragm rotates the amplify- ing lever, which in turn extends the range spring and rotates the snap switch input lever. When the set point is reached, the snap switch is actuated and the electrical contacts make or break. ADJUSTMENT To change the set point, proceed as follows: A. Remove the snap -on cover from the conduit enclosure by loosening its retaining screw and pulling firmly at its bot- tom end. Turn the slotted adjustment screw at the top of range spring housing clockwise to raise the set point pressure and counter -clockwise to lower the set point. B. The recommended procedure for calibrating or checking calibration is to use a "T" assembly with three rubber tub- ing leads, all as short as possible and the entire assembly offering minimum flow restriction. Run one lead to the pressure switch, another to the manometer of known accuracy and appropriate range, and apply pressure through the third tube. Make final approach to the set point very slowly. Note that manometer and pressure switch will have different response times due to different internal volumes, lengths of tubing, fluid drainage etc. Be certain the switch is checked in the position it will assume in use, i.e. with diaphragm in a vertical plane and switch lettering and Dwyer nameplate in an upright position. C. For highly critical applications it is a good idea to check the set point adjustment and reset it as necessary once or twice in the first few months of operation. This will com- pensate for any change in initial tension which may occur in the spring and diaphragm. For most applications this change will not be significant and no resetting will be required. MAINTENANCE Moving parts of these switches are sealed in and are perma- nently tamper proof. The single adjustment is that of the set —.-point. Care shouI be taken to keep 'sti ch reasonably dry"` and free from dust or dirt. No lubrication or unusual precau- tions are required for normal use. DWYER INSTRUMENTS, ;INC., Phone: 219/879-8000 PO. BOX: 373 *MICHIGAN CITY IN 4:636;1,` U, S. A Fax www.dwyer-inst.com e mail:'info@dwyer=insLcom Filters FOREMOST IN AIR FILTRATION Pre Pleat' 40 LPD Low Pressure Drop MERV 8 Pleated Filter PB700-0510 Pre Pleat 40Tm LPD • MERV 8 • 40% Lower Pressure Drop • Industries Highest Dust Holding Capacity Pre PieatTM 40 LPD-1VIERV 8 .Pleated Filter Highest Dust Holding and Lowest Pressure Drop in the Industry! Flanders has led the world in filter media development and the application of high efficiency filtration for over 50 -years. Originally introduced in 2004, the industry's first MERV 8 filter operating solely on mechanical means has now been improved! Since 2004, other manufacturers have altered media blends to meet the. LEED® and market driven demand for non-electret MERV 8 filters. This has led to pressure drop increases in their filters of 25% or more! Utilizing a unique new fiber technology, our Research & Development Team has now achieved the multiple goals of maintaining MERV 8 performance at a resistance that is 40% lower than competition. At the same time, the LPD's Dust Holding Capacity remains the highest in the industry. All this while operating on 100% mechanical principles - Remarkable! Flanders Corporation - Foremost in Air Filtration 7,11 Croc• 1 _Rrlr1_R'272)Sin'2 1 CONSIWW100311 Media 100% synthetic non -woven, proprietary media that can be recycled. Engineered with a gradient density composition achieving a MERV 8 using the mechanical method of particle capture. Media does not rely on an electrostatic charge to capture particulate which will dissipate over time and during use. Je Media Support Newly designed expanded metal is continuously laminated on the air leaving side to provide pleat stability while eliminating flutter during operation. Pleat Design V -Pleat design aides in pressure drop while reducing energy cost. Design allows for total media usage and provides maximum airflow and dust holding capacity during the life of the filter Frame Heavy-duty two piece moisture - resistant frame includes diagonal and horizontal support members bonded to the media on the air entering and leaving sides for unsurpassed frame strength. Interlocking corners and positive media -to -frame seal reduces the possibility of air -bypass. 100% Synthetic 3s Recyclable tj High -Loft Media V -Pleat Design Double -Wall ct Frame Additional Features: • 2 -Piece heavy duty die -cut frame • New designed expanded metal backing Diagonal grid supports for . maximum strength General Air filters are designed for dust holding, pressure drop and MERV. Randers Pre Pleat: 40 LPD achieves the highest dust holding capacity and the lowest pressure .drop in the industry, while maintaining a mechanical MERV 8 per ASHRAE Standard 52.2-2007. Classified UL 900 Class 2. Installation Considerations Distinctions can be made in air filter technology. Flanders is committed to continuously developing newand improved products to assist in an environmentally responsible, healthy, and prosperous environment. The Pre Pleat: 40 LPD high and standard capacity pleated panel filters are suitable as pre filters but are best suited for heavy duty commercial, industrial, pharmaceutical, as well as other industrial applications where high dust holding is required. The Pre Pleat 40 LPD can be installed in PF -1 Holding Frames, K -Trac Framing Modules, Surepleat Side Access Housings and Bag -In / Bag -Out Containment housings. Operating Temperature Limits Maximum operating temperature is 180°F (82.22°C). 2 Flanders Corporation — Foremost in Air Filtration Tnll Frac• 1_Rnn-R17-7Rnm Capacities and Dimensions Nominal Depth (in') Nominal Size WxHxD (in') Standard Capacity High Capacity, 300 FPM 500 FPM Media Area (sq. ft.) r V1t Each (lbs.) 300 f m P 500 FPM Media Area (sq. ft.) Wt. Each (lbs.) ' t` CFM PD CFM PD cfm PD CFM; PD 191 Standard 10x10x1 208 0.17 347 - 1.1 0.2 208 0.15 347 - 1.3 0.2 10x20x1 417 0.17 694 . - 2.3 0.3 417 0.15 694 - 2.7 0.3 12x20x1 500 0.1.7 . 833 - 2.7 03 500 0.15 , 833 - , 3.1 03 12x24x1 600 0.17 1000 - 3.2 0.3 600 0.15 1000 - 3.7 0.4 14x20x1 583 0.17 972 3.3 , 0.3 583 0.15 972 •- 3.7 0.4 4'= 14x25x1 729 0.17 1215 - 4.1 0.4 729 0.15 1215. - 4.6 0.5 Capacity 13 ppf . High Capacity 15 ppf 15x20x1 . 625 0.17 1042 - 3.5 ' 0.4 625. 0.15 1042 - 3.9 . 0.4 ' 16x20x1 667. 0.17 . 1111 - • 3.7 0.4 667 . 0.15 1111 - 4.1 0.4 16x25x1 833. 0.17 . 1389 , - 4.6 0.5 833 0.15 1389 . - . 5.2 0.5 4 18x24x1 . •900 0.1.7 1500 - 4.9 0.5 900 0.15 1500 - 5.7 0.6 18x25x1 " 938' ,0.17 1563 - _ 5.2 0.5 938 0.15 1563 . 5.9 0.6 20x20x1 -:' . 833. 0..1.7 1389 43 03 833 0.15 1389 5.1 0.5 20x24x1 '1000 0.17 1667 - .5.4 •0.5 1000 0.15 1667 - 6:2 ' 0.6 . 20x25x1 1042 0.17 .1736 - 5.7 0.6 1042 0.15 1736 - 6.4 0.6 24x24x1 1200 0.17 2000 - 6.4 0.6 1200 0.15 ` 2000 . - .7.4 01 25x25x1 1302 0.17 2170 - 7.2 0.7 1302 0.15 2170 . - ' • 8.3 0.8. 2" Standard •' Capacity • 10ppf High Capacity 15 ppf 10x20x2 417 0.10 694 0.20 . 4.3 0.4 417 ..0.09 694. 0.19 ; •6.2 0.5 '• 12x20x2 .500 0.10 833 0:20 4.8 0.5 , 500 0.09:. =833. 0.19 7.2 '03 F; 12x24x2 600 0.10 1000 020 5.8 0.6 600 0.09 1000 0.19 .8.7 - 0.6 14x20x2 ,583 0:10 : 972 0:20 5:8 0.5 583 0.09 972 ''' '0.19 ' 8.6 0.6 14x25x2 729 0:10 . 1215 '' 0.20 7.2 , 0.7 ' 729 0.09 1215 '0.19 .10.8 '. 0.8 15x20x2 625 0.10 1042 : 0.20 6.2 0.6 625 4).09 1042 0.19 9.1 0.7 t 16x20x2 667 , 0.10 7.7]1 0:20 6:7 0.6 667 •' :0:09 1111 . 0.19 9.6 0:7 •:16x25x2 833 0.10 1389 " 0.20.. - • 8.4 0.7 ' .833 0.09 ' '1389 ' ' 0:19. 12.0 • 0:9 18x24x2 . 900 0.10 -1500 0:20 8:7 • : 0.8 '900 ' "0.09 `;1500 ,0j9 : • 13.3 0.9 ' 18x25x2 . 938 0.10 1563 0.20 9.0 0.8 ' 938 "0:09 -1563 ; 019 13:8 1.0 - - 20x20x2 833 0.10 1389 0.20 8.2 0.7 .833 0.09 1389 0.19 •12.0 , ' 0.9 20x24x2 - . 1200. 0.10 '2000 0/0 9.8 0.9 ; 1200 0:09 2000 0.19 . 14.4 1.0 20x25x2 . 1042 , 0.10 1736 0.20 10.2:. . 0.9 1042 0:09: 1736 '- '039 15.0 1.1 : is 24x24x2 1200 ':0.10 2000 0.20 11.5 1.0 1200 0.09. ' 2000 •039: 17.3 '1.2 25x25x2 1302 . '0:10 • '2170 '. 0.20 12.6. ' ':1.1.• 1302 0.09. 2170,' 0.19 ' -!193 ' 13 4" Standard Capacity 9 PPf High Capacity' 13 ppf 12x24x4 600 0.07 1000. 0.14 11.1 1.0 600 .0.06 1000 ' 0.12 - 16.5 1.0 '. 16x20x4 667 0.07 1111 0a4 12.3 '1.0 . 667 i, 0.06 -:1.111„ 0.12: 18:0 - 1:2 16x25x4 833 :0.07 1389 034 . 15.5• ' .13 833 ''0.06' '1389, 0.12 •. 22.6 1.4 18x24x4 '900 0.07 1500 0.14 ' 17.3 ' 1.4 , 900 "0.06 1500 0.12 ' 24.2 13 20x20x4 833" ' 0.07 ' 1.389' : 0.14 .1.5.4 13 , .'833 0.06 1389' 0.12 ` 223 -1.4 20x24x4 1000 0.07 1667 034 ' 18.6 1.5 1000 . 0:06 1667 • 0.12 .24.0 , .1..7 20x25x4 ; 1042 0.07 1736 . 0.14 19.3 1.6 • 1042 0.06 1736 0.12 27.7 ' 1.8 24x24x4 1200 0:07 2000 , 0:14 22.3- , 1.8 1200 ' 0:06 2000. 0.12 28:8 2.0 25x29x4 1510 0.07 2517 0.14 ' 28.4 .2.4 3510 ., .. 0.06 2517 0.12 28.4 2.7 28x30x4 1750 . 0.07 2917 ': 0.14 33.2 2.8 1750 0.06 ' 291,7. 0.12 ` 42.6 3.1 Notes: 1. PD represents clean pressure drop in inches w.g. The recommended final pressure drop for all models is 1.0 in. w.g. System design may dictate a lower change -out point. 2. Actual filter face size for 12x24 and 24x24 filters is 5/8 in. under on height and width. Actual face size on all other sizes is 1/2 in. under on height and width. 3. Actual filter depth is 1/4 inch under for these nominal 1 -inch, 2 -inch and 4 -inch deep filters. For capacities other than those shown, ratio the face velocities. 4. Efficiency is not affected by the conditioning steps outlined in ASHRAE 52.2-2007 per Appendix J. Flanders Corporation - Foremost in Air Filtration Tnll Fran' 1-Rflfl-637-2M13 3 Dust Fed vs. Pressure Drop Flanders High Capacity PrePleat 40 LPD vs. Competition 50 {.Pre Pleat 40 LPD .Competitor 4 100 150 Dust Fed (grams) Competitor 1 -Competitor 2 •41•Competitor 5 Competitor 6 200 !Competitor 3 =Competitor 7 250 Resistance (in. w.g.) Flanders PrePleat 40 LPD Air Velocity vs Resistance (Test Size: 24" x 24" x 1", 2", and 4" High Capacity) 0 100 Air Velocity (FPM) 200 300 400 500 600 700 Notes: 1. The Pre Pleat 40 LPD maintains efficiency values during conditioning tests. 2. A nominal 240x 24Dx 20High Capacity pleat has a dust holding capacity of 195 grams. 3. All data per ASHRAE 52.2, latest revision. Independent test reports are available upon request. mss. ' �^.. �. �fi` FOREMOST IN AIR FILTRATION Flanders Corporation 531 Flanders Filters Road Washington, NC 27889 Phone: (252) 946-8081 Fax: (252) 946-3425 Toll Free: (800) 637-2803 Website: www.flanderscorp.com 4 REPRESENTED BY: FLArp PRECI SIONA� FOREMOST IN AMR FILTRATION General Super Flow® V extended surface area & low pressure drop minipleat filters are designed for use in most commercial and industrial HVAC sys- tems where medium to high efficiency filtration is required. Super Flow® -v filters are available in average efficiency ranges: 75%, 85%, 95% and 98% per ASHRAE Standard 52.1 test methods and 95% DOP. They may be operated at face velocities from 0 to 750 fpm. Super Flow® -V filters are UL 900 Class 2 listed. Construction Super Flow® -v filters are constructed of multiple minipleat panels bonded to flame-retardant plastic panels on top and bottom to make an unusually strong assembly that is both corrosion and mois- ture resistant. Aerodynamic extruded vertical sup- ports minimize air entry turbulence. Super Flow® - V filters are totally rigid making them ideal for vari- able air volume (VAV) systems, as well as applica- tions downstream of supply fans. Low Pressure Drop Super Flow® -v minipleat filters have an excep- Important Features • Lowest clean pressure drop for energy savings and applicability to small fan. systems • Longer service life because of a very high ratio.of media to nominal face area • Aerodynamic vertical supports minimize air entry turbulence • Minipleat-panels provide rigidity for VAV systems and resistance to turbulent -air flow • May be operated from. 0 to 750 fpm.face velocity in either air flow direction • Moisture resistant for humid air applications tionally low clean pressure drop unmatched by most any filter of the same efficiency. This affords low fan energy costs during much of the life of the filter system. In addition, they are the filters of choice for packaged air conditioning systems that do not have the fan capacity of larger central sys- tems. Longer service life means material and labor cost savings and Tess disruption of systems caused by filter change -out shutdowns. High dust holding capacity is a key benefit of a filter with increased media area. Physical Data Media: Moisture -resistant microfine fiberglass Filter Pack: Minipleat panels Media Support: Adhesive Top and Bottom Panels: Flame-retardant plastic Vertical Supports: Aerodynamic extruded vertical sup- ports Operating limits: 160 °F and 100% RH continuous duty Actual Header Size: Nominal size less 5/8" (e.g. a nom- inal 24" x 24" filter is actually 23-3/8" x 23-3/8") Actual Depth: 11-1/2" Flanders Precisionaire - Foremost in Air Filtration Engineered Products: 1-800-637-2803 Replacement Products: 1-800-347-2220 ener effid 1 7i d..sign. :Energy Effjcient 'Minip1eat •Design .Significantly reduces air flow resistance f• better energy efficiency. Choice of Filter Efficiency. 75%, 85% ., 95%, 98% ASHRAE and 95% DOR Aerodynamic Aluminum Strut Facings. Choice of frame styles Double Header Glue :mad:Separators insure perfect pleat spacing and extra..solid construction. Choice of Frame Styles Standard single -header, dou- ble header and full metal .wrap. ` • Air -tight pack -to -frame sealant eliminates air bypass. The standard Super Flow® -V has a single header like the one in the topmost photo on this page. It can also be fitted with a double-header or full metal jacket to suit your application. Save energy with low resistance Su-• Super Flow® V lets you enjoy superior filtra- tion performance and better energy efficien- cy in one rugged filter. Made with tightly formed mini -pleat packs, the Super Flow® V is available in 75%, 85%, 95%, 98% ASHRAE and 95% DOP models. And yet, energy savings with a Super Flow® V filter are substantial. For example, energy savings with a 95% Super Flow® V is in the range of 8 cents per cfm when compared to a conventional box filter. (At 10 cents per K WH) Contact your sales representative for specific energy savings information. 1.20 1.00 0.80 ° 0.60 �- 95%DOP -0- 98% --95% 85% -0-75% 0.20 0.00 125 250 375 Air Velocity (fpm) 500 625 750 Flanders Precisionaire - Foremost in Air Filtration Engineered Products: 1-800-637-2803 Replacement Products: 1-800-347-2220 Efficiency Model Number Nominal Size tlxWxD Inches 250 FPM -375 fPM 500FPM 625•FPM 7.50 CfM PD CFM PD CFM PD CFM PD CFM • EPM Media, Area ; (Sq.Ft) PD ' WL Each (Lbs:) 95% DOP 95% DOP 95% DOP SFVD-95Al2 SFVD-95612 SFVD-95C12 24 x 24 x 12 20 x 24 x 12 12 x 24 x 12 1000 800 500 0.28 0.28 0.28 1500 1200 750 0.55 0.55 0.55 2000 1600 1000 0.75 0.75 0.75 2500 2000 1250 1.0 1.0 1.0 ` 196 162 98 18 14 9 •98% 98% , • SFV,-98Al2 SFV -98612: ,: - 24 x24 x 12 . 20 x 24 x 1.2 1000 800 0.25. 0.25. 1500 ` 1200 : 0.45 , 0:45 2000 1600 0:60 0.60 2500 2000 .08 .08 "" '196 162 17 13 I 98% SFV=98C12 12 x 24 x 12 : 500 _ 0.25 750 0.45 1000 0.60. 1250 08 • " 98 -' 8 95% SFV-95Al2 24 x 24 x 12 1000 0.14 1500 0.25 2000 0.36 2500 0.51 3000 0.67 196 17 95% SFV -95612 20 x 24 x 12 800 0.14 1200 0.25 1600 0.36 2000 0.51 2400 0.67 162 13 95% SFV -95C12 12 x 24 x 12 500 0.14 750 0.25 1000 0.36 1250 0.51 1500 0.67 98 8 85% - SFV-85Al2 24 x 24'x 12 1000 0.07 1500 0.18 •2000 0:27 2500 0.40 "3006' 0.58 196 17- ' 85% SFV 85}81'2 20 x 24 x 12 800 0:07 1200 0.18 1500` 027 2000: 0.40 2400 0.58 162 13 85% SFV -85012 12•x 24 x 12 500 0.07 ' 750 • 0.18 1000, 0127 1250 ' 0:40 1500 0:58 98 8 75% SFV-75Al2 24 x 24 x 12 1000 0.05 1500 0.15 2000 0.25 2500 0.38 3000 0.50 196 17 75% SFV -75812 20 x 24 x 12 800 0.05 1200 0.15 1600 0.25 2000 0.38 2400 0.50 162 13 75% SFV -75C12 12 x 24 x12 500 0.05 750 0.15 1000 0.25 1250 0.38 1500 0.50 98 8 Performance Data Notes: 1. PD represents clean pressure drop in inches w.g. The recommended final pressure drop for all models is 2.0 inch w.g. 2. Operation down to zero air flow is satisfactory for all models 3. Efficiency is average and is based on ASHRAE Standard 52.1 test methods for 75, 85, 95 and 98% filters. Performance values stated may be averages typical of the products listed. Contact factory for actual performance test reports on specific products. 4. Performance tolerances conform to section 7.4 of ARI Standard 850. 5. Actual filter header is 5/8 inch under on height an width. Actual depth is 11-1/2 inch Installat on Considerations Super Flow® -V filters may be installed in Flanders Universal Holding Frames, K -Trac Filter Framing Modules, Sureseal Side Access Housings or in simi- lar existing hardware. Universal Holding Frames are riveted together to form a filter bank. K -Track Filter Framing Modules are especially suitable for medium to large built-up filter banks. Smaller systems and systems with minimum upstream access space are best served using Sureseal Side Access Housings. Super Flow® -V filters are furnished with a peripheral header on the air entering side and with foam gas- kets on the "H" dimension for the 24 x 24 model and "W" dimension on the 12 x 24 and 20 x 24 models. Guide Specifications 3.0 R3rfacmanee 3.1 Initial and final resistances shall not exceed the scheduled values. 3.2 The .average efficiency shall be as determined by ASHRAE Standard 52.1 test methods. 3.3ASHRAE efficiency98% models shall be MERV 16, 95% model shall be MERV 14, 85% model shall be MERV 13, 75% model shall .be MERV 12 by ASHRAE standard 52.2. 3.4 Filters shall be UL 900 Class 2 listed. 1.0 i;eneral 1.1 Medium and high efficiency extended surface low pressure drop minipleat filters shall be Super Flow® -V models :as manufactured by Flanders. 1.2 Filter sizes, efficiencies and capacities shall be as scheduled on the drawings. 20 R/terConstructian 2.1 Filters shall consist of multiple minipleat panels bonded to flame-retardant plastic panels on top and bottom and. aerodynamic design extruded alu- minum struts. Flanders Precisionaire Foremost in Air Filtration Engineered Products: 1-800-637-2803 Replacement Products: 1-800-347-2220 REPRESENTED BY: :Yt 1.1 .1 9 Flow Trac Overall Description Energy Labs Flow Traci"' measures airflow using the fan inlet cone as a calibrated nozzle, placing no obstructions at the inlet of the fan.Typical airflow measuring devices block the fan inlet.The use of the FIoiiTrac assures that airflow and sound levels are not affected by obstructions in the airstream. How it works ? The Flow Traci' operates by measuring the differential pressure across the inlet cone, converting it into flow using a calibrated gage or pressure transducer. The Flow TracTM includes a calibrated flow gage as a standard feature. AIR FLOW SUREMENT NEER LOOKEDi " " R. Construction Details BOEING 9-101 Revision Job Number: 10372 Unit Specifications 1.1 I Unit base Unit rs provided with a crmtinuous welder.] strumural sleet channel base, full •widlhheavy aauge loaned galvanized steel cross supporta are welded in place tc, provide extra support for interior components, rg Lifting Lugs are mocrporated into base. Energy Labs rr There are many types of floors available such as heavier gauge galvanzed sheets metaL steel or aluminum diamond tread plate floors, heavy gauge Stainless steel flyers Intermediate structural -steel memtxiirs are located* critical junctions to further support components suchas coils andltans. Unit easing is paint -gm galvanized steel standing seam construalson Each unit is coated,as indicated on spectra:aeon sheet. Panels are indwridua'ly removable and panels are attached to each ether to the tacit. and to the floor with bots,ts Fog outdoor units the root is pitched V. Ir. per tool Joints are silicone caulked and capped with drive cleats. A roof panels are bolted to wall panel and structural angle, roof ponetrauons are to the outside ot the unit, no bolt penetrations to interior of cabinet Unit and manufactured for *maximum leakage rate of less than V. up to 1,5 timer. the design static pressure 1.2 1 Unit Casing Each panel is 'pre -punched with CNC machine, . caulked and bolted to provide . both and amend water -tight seal. Panels have return break seams,. which encapsulae the raw edges of he insulation and.ensure cabinet ngiddy,' Submittal Data Sheet •=1:S1----Jt.111L-M11 --1.1S-13.21111fr. • ....102S_ BOEING 9-101 Revision Job Number: 10372 Unit Specifications All interiorsurtacepofthe walls, and roof :;are . insulated with'neoprene'coated, Pf-PA'.9©A approved;jnsulation, unless olherwisehoted:tn . ' unit data sheet. 1.2.1 I Insulation Tensile, sfren'gth, Selfscre rs - *MO' psi Bans-.120,,O00,psi. Solid orperforated Liner material is added.to the. walls to .Protect -the insulation All rawedges of:the insulation are captured by the -return break oi'panels, eliminating exposure of raw fiberglass to theairstream. Link bases .are insulated v h:211 - foam as standard, . ii, Many types of insulation are available upon request. 1.3 ) Access doors Model F Doors All:' 'acc ss doors are manufaciurod with 16 ga: galvanized painted steel double w9ti construction with fully encapsulated insulation.a Thelfern is extruded.alue»num with an anodized itntsh. The door Utilizes 'a.dunlgaslietaseat systerh, :Alt hardware 'provided is non -corrosive. and alt hinds and latches ars adjustab`te Hinges and hardwareare-3Od*.stainless•steel, asrtGYSME 'WsM t1A Energy Labs �..-- 104004 rpremi nu. ..toraNtkr OR re r1pSiRP - tib} . ( --'11r4RYJ4MWIAUG -..nmtldCPA NAIS t Submittal Data Sheet AlurJ+w.•n.uc BOEING 9-101 Revision Job Number: 10372 Unit.Specifications Model S Doors hs•. i.'�. , J {�Fi f i a',e iii I.* h t y.: S{f{:' /t . �� ,�- • F; '}Y •. ,..tp t sr 4.• . s t S " • (if• h xl +x r. d ' w i .. A. : + . : "Y ..1:. M r ri 1� Y .... j• �'..,.., 'JJJ p�Cgvp' \ `YiT'I _ tY t 1f to a t ` r 'prNig. .ALoLr. ' •! �C.. .. r Iia ...q 1 d'v y r,{, t}p ,' y r ,;: r �n. .. ` All "S" access doors utilize double skin insulated construction. Haloes and locking hardware are adjustable on both right and left sideof each door. All doors seal against gasket unitary frames. Knurled knobs are provided on access doors to secure door. • Access door to fan section has bolted hardware 13 in lieu of knurled knobs, to meet code requirement. Fully adjustable heavy duty hinges and latches are supplied with non -corrosive hardware, 1.4 1 Fan and Motor Assembly 1 15:Fan and motorassembly units Fan ghee s ora aluminum lroht . ' . i are provided with supply fan and motor Y weight fight weight fan Meals wrlj sprang-rsotated assemblies 'increase the beanrrg lite ci motors` „i r Riwdsrructural steel base frames Hlades are airfoil $o8igr , Y�. supported ntfour (47 points on foes , + # '' :floating spring isolators with seismic- ' ' Atuminurn :fan wheats are none 1s flea connected.to tarn divider ti all:': earrosive ',arid spade rasrstant. Energy Labs For motor information see motor data sheet in submittals. 1.4.1 I Motors Submittal Data Sheet BOEING 9-101 Revision Job Number: 10372 Unit Specifications Coils -are certified in accordance .w lh h:R.l. Standard #410. Coils ate fnctary :tested under lean ata minimum of O. PS*. Colts .haJe removable panels on.: .atfaast one side for easy .removal: El, Removable panes aro located on Rhe opnosite-sidearf the coil connection,_ untess'othernisenoted in methvanicall drawing Diainpims are.sreedsuctr#hat return bends -and 'headersara.mst e the:pan•.e:a 1.5 1 Coils 1.5.1 1 Condensate Drain Pan Coridensate pansiimeat ;c olmg aolis are of double: skin-aonstrvrjonjvth:Iinch- - . polyurethane foam insulation:; . Pans are constnrcfed :of 15gauge 3114 stainless :sleet; .vith.stainless sleet drain connection.on one side :0 A aatvanr<'ed steel Cover.pratects:rho insulai ort: 1.8 1 Dampers 1.6 1 Filter Section Fiiter.section has 16 -Gauge galvanizedsteel frame. Stainless ..steel frames arc available, as en option, Fihetframe-r orners are welded to eliminate the possibility efair feaks'ir framesbucture • 1.7 1 Louvers loii .vers ereaveaihe.rp f and are protected : tiith'bird screens. Louverssre designed solhere is no wetni Oenetratmrr below Stlb F11.4 air inlet velociiy, tro.k Energy Labs ampers-mamAactured by:Energy.Labs.. ha e a it gauge gatvanizod steel frams, damper blades are .eY.ttuded.aluminimi, r ylen hushingsandzinc:plated shafts, Ahimhtum dampers ereliight weight to, reduce unit eweiglits..Atummuin damper blades are much-norre resistantto eoriosioo.. Submittal Data Sheet BOEING 9-101 Revision Job Number: 10372 Unit Specifications WARRANTY POLICY AIR HANDLER UNIT Energy Labs warrants that the products engineered and manufactured by Energy Labs is free of all defects in material and workmanship and will perform and comply with the specifications as noted in the original order and submittal. The warranty shall be in effect for a period of (12) months from the documented date of start-up or (18) months from the date of shipment, whichever occurs first. The exception to these warranty terms shall only be for extended warranty coverage negotiated at the time of the order and included in the sales terms of the order. The warranty for controls, components and accessories furnished and installed by Energy Labs shall be covered only by the terms of warranty of the control, component or accessory manufacture. This warranty covers parts only, and does not include labor for the replacement of any parts. In the. case of a defect, failure or non-compliance with the submittals, the buyer shall notify Energy Labs in writing within (30) days of discovery of the defect, failure or non-compliance. Upon proof of the defect, failure or non compliance, Energy Labs retains the right to either repair, replace, modify, exchange or refund the. purchase price as necessary to correct the defect, failure or non compliance. If Energy Labs equipment has been improperly installed, started -up, operated, maintained, modified or repaired then Energy Labs accepts no responsibility for any damage or failure resulting from the fore mentioned. Energy Labs reserves the exclusive right to authorize and issue any warranty action. No warranty action or policy may be issued by any agency representing Energy Labs, without the express written authorization of Energy Labs. Energy Labs neither accepts nor assumes any contingent liability in connection with any of its products. This represents Energy Labs sole responsibility and obligation and the buyers sole and exclusive remedy for any claim. This warranty policy is effective March 1, 2000 and supersedes and is in lieu of all other warranties expressed or implied. Submittal Data Sheet Humidifer will be factory mounting into the AHU JOHNSON BARROW REVIEWED 238413.19 Humidifier Seattl c. ;2061 284-1476 220.23 Ave S. Seattle, WA98144 Portland - p. (971) 717-7123 735 SW 20,f Pl. #230 Portland.OR 7£VJ 9 205 Vancouver BC -- p. 6044 506-7557 1520 McCallum Road #200 Abbotsford. SCV2S 8A3 Date: July 20, 2017 From: Johnson Barrow Project Name: Boeing 9-101 To: Holaday Parks Documents Acknowledged: Plans and Specs Attention: Derek Hart Stulz Unit Tag . Model ` LBS/HR qty. DHU1W23 DAH -30 39.6 1 Scope of Supply: • Ultrasonic Humidifier • Installed in AHU at the Factory • Wired to J -Box for Power by Others • Make-up Water. Connection in AHU • Ultra. Series Control Panel • DI Cabinet - Ships Loose for Installation in the Field - Shown on Page 15-16 o (2) 2 Cubic Feet Bottles Exclusions: • Booster Fans, Power to Humidifier, Control Valves. • Offloading, Storage, Access, Rigging, And Installation D c T O z •IIIIIIDII • m fi m r m m m 73 0 z • •IIIIIIIIIC az" - L X • cn 0 z z 0 0 7 0 c. 103NNOOSIO- G) p —4 = N o mm ZS 0 = (CA 1 N ! 3 Cn i O im 1 D 1,„ O I0 IM ! m 73 Io I c 0 !0 lc NOIldOJOS30 01 0 O 0 0) DAH Series Duct & Air Handling._. Unit Mounted The DAH Series STULZ Ultrasonic Humidifier is designed for use with central station Air Handling Units (AHU) and can be located conveniently in the air stream ductwork or rack mounted within the AHU itself. General Application Parameters For All Types of STULZ Ultrasonic Humidifiers • Humidifier must be installed in a level horizontal position • The operating air temperature range of humidifier is 34°F to 122°F. • The operating air relative humidity range of humidifier is 90% • Water pressure operating range at the inlet of humidifier is 30 psi to 75 psi. • Inlet water temperature operating range is 40°F to 104°F. • For dust -free humidifier mist generation, inlet water is to be demineralized by mixed cation/anion resin bed deionization to a water conductance of <5 microsiemens (purity). • DI water supply piping must be non -corrosive, i.e. stainless steel or plastic rated for use with de -ionized water. Check building code requirements. • Humidifier overflow / drain pipe is to be directed to condensate pan or drain. • Humidifier capacity rated at 48 VDC power supply via factory furnished control box. Allowable voltage range at humidifier: 46 VDC to 51 VDC. • Humidifier power source must be isolated with a circuit breaker • Multiple humidifiers can be supplied and controlled by a single control box for larger capacity systems. Refer to Control Section for information regarding maximum quantity of humidifiers possible per system based on options selected and system wiring requirements. • To minimize voltage drop, wire gauge between control box and humidifier is dependent on model of humidifier and length of wire run. Refer to Controls Section for proper selection. • Follow all local, state, and federal electrical and safety guidelines. Application Parameters For Ducted and Air Handling Unit (AHU) Systems • The STULZ Ultrasonic Type DAH Ultrasonic Humidifier is designed to be installed directly in air distribution ductwork or AHU • The DAH type humidifiers are intended to be used only in horizontal air moving systems. • Installation should allow for air flow around top, bottom and both sides of humidifier. • Size the duct section housing the humidifier for air entering and downstream velocity of 300 to 600 fpm. Terminal velocity at the humidifier should be designed for 450-750 fpm. Refer to Table on next page for specific model cross sectional areas for calculation of terminal velocity. • Use of STULZ Ultrasonic Booster Fan is recommended for terminal velocities below 300 fpm. • Multiple humidifiers should be installed in vertical or side-by-side arrangement. • STULZ vertical, stainless steel Rack Systems provide a single point water connection (up to 5 humidifiers per single point connection). • A cascade arrangement may also be used, i.e. the uppermost humidifier to be closest to the entering air stream. See diagrams on following pages for recommended clearances. • Cascade arrangement provides reduced humidifier cross sectional area for each humidifier plane when calculating terminal velocity. Provision for mounting of humidifiers in cascade arrangement by others. • Do not locate one humidifier directly in front of another in direction of air stream. • A stainless steel drain pan should be installed in such a manner that it is directly under the humidifier and extends two feet downstream past discharge side of lowest humidifier. A stainless steel duct section with drained/panned bottom may also be used. The pan is provided for incidental carryover and is not an "active" component of the humidifier system. • To minimize potential for moisture impingement when ideal air temperature/humidity and velocity conditions are not met or are unknown, it is recommended that the humidifiers be installed at least 10-12 feet upstream from any turns, duct liner or obstructions in the ductwork (absorption distance). • In cases where shorter absorption distances are desired due to space limitations, consult factory or your local STULZ Representative for assistance. The absorption distance is dependent on entering air velocity, air turbulence, and dry bulb/wet bulb temperatures. If duct design does not provide a distance allowing for full absorption, a mist eliminator may be applied. • Laminar airflow throughout the humidification section should be provided for optimum operation. • Where turbulent air is expected in the humidification section, use of field furnished perforated sheet metal serving as an equalizing grid or individual humidifier air deflectors applied upstream of humidifiers may alleviate potential for impingement on duct surfaces. • An access door in the duct or AHU should be provided adjacent to the humidifier for service. The door may be furnished with viewing window to visually monitor operation of humidifier. • High humidity (hi -limit) sensor is recommended to control humidity level in conditioned air and to reduce potential for oversaturating (wetting). Locate hi -limit downstream of humidifier beyond the range of complete mist absorption. • A fan interlock or air proving device must be provided to ensure the humidifier will not operate when air flow is not present in air moving system. 5 STULZ QECS008B, ©April, 2015 __Duct & Air HandlingUnkMounted c 0 DAH Series - Technica 6 HUMIDIFIER ONLY DAH TYPE UL Listed - for Duct or Air Handling Unit Installation . • Humidifier) Model • .--• i ' , • , ._,,Capacity Ili.,s,' i'Fr)'*".- v-,T•i-4" '- ',..• .,vv;eight -•.,., ,:, .' ' . '.'•„' iNUmber.:-cit ' NiUnits - 'DirnenSionSinches •-'• , (cross L ' (f2 ' • - ' 1- DAH -04 5.3 15.4 4 16.97 13.00 0.98 DAH -08 10.6 21.7 8 25.71 21.75 1.48 DAH -12 15.8 28.0 12 34.46 30.50 1.99 DAH -16 21.1 34.3 16 43.21 39.24 2.49 DAH -24 30.8 37.5 24 34.46 25.68 2.54 DAH -30 39.6 44..1. _ 30 4102 32.24 '3.02 *Note: Capacity based on terminal velocity and may vary. DAH -24 &D Power Connection.. Data Connections \ Water Supply 1/4" Tube Drain 1/8" NPT STULZ OEC50088, CAoril, 2015 9.38” 7.85" 11110111111111ifi \ 9.78" 8.93" __D.uct ..& Ai r Handling_Unit,Mounted. HUMIDIFIER WITH MOUNTING RACK STULZ Ultrasonic Mounting Racks Single piece rack with single -point water connection. Modules available up to 5 tiers high. Over 5 tiers require field coupling and additional water hookup. A Dimensions .Inches Min 'Max 11 Tier X13:0 17.0 2 Tier 25.0 29.0 3 Tier 37.0 41.0 4 Tier 49.0 53.0 5 Tier 61.0 65.0 Note: Height in table includes adjustable legs at bottom, standard. Reduce height 1.0" with legs removed. Stabilizer legs are available for mounting between top of the rack to ceiling of AHU duct (next page). Model .:B- . Inches C- Inches DAH -04 & 08 36.0 8.5 DAH -12 & 16 46.0 8.5 DAH -24, &.30 44.0 '10:0 uoidp saiaa5 HVC] STI r ei.ed leuo suauUIC 708 7 STULZ QECS0088, ©April, 2015 Duct & Air Handling Unit Mounted & Dimensiona (15 c L DAH Series Optional 8 Adjustable Stabilizer Legs Optional adjustable legs are field installed at two diagonal corners on top of the mounting rack to stabilize the rack against the ceiling of the duct. Specify required length from top of rack (with lower legs fully extended) to ceiling of duct. Specify Length Multiple Humidifier Power and Data Communications Wiring STULZ QECS008B, ©April, 2015 End -of -Line Resistor on Last Humidifier in Data Communications String (One per Controller) L 1 L i Data Communications Cable Humidifier -to -Humidifier 6 Ft. Power Cable 1 Per Humidifier 25 Ft. Data Communications / Cable to Controller 3 /4"MPT Water Connection Mounting Rack Rear View Stabilize Legs :o co to w 2 10 unted Applications. DAH -Series Humidifiers Air Handling Unit Recommended Installation OUTSIDE AIR STULZ OECS008B, ©April, 2015 RETURN AIR • OPTIONAL LOCATION RECOMMENDED LOCATION A • //�� + I. a DRAIN {/ PAN ` IHEATING COIL ll r= e DRAIN PAN r IICOOLING COIL 11 AN v O' i • FILTERS Humidifier Rack 20.0 MIN. J2 MI N. A. SUPPLY AIR Note: Avoid mounting humidifiers directly upstream of blower housing. SECTION A -A AHU Side Elevation Blower Humidifier Rack Duct..& AHU Mounted_Applications: Humidity Absorption Distance Cooling Effect of Ultrasonic Humidification The principle of using ultrasonic nebulizing technology to generate moist air for the purpose of humidification involves no heating or boiling of water. This lack of a heating process eliminates the main source of energy consumption. Stulz Ultrasonic humidifiers transform electrical energy into mechanical energy through the use of a vibrating piezoelectric element which produces fine water particles. The process of introducing this fine water mist into the air stream takes place under a constant enthalpy process which cools the air downstream of the humidifier. This cooling is usually referred to as the latent heat of vaporization and is approximately equal to 970 btu/Ib of water vaporized at standard atmospheric conditions. When energy is removed from the air stream, the air temperature is cooled down by an approximate amount arrived at by using the following equation: OT (°F)= ((lbs/hr x 970) / (cfm x 1.08)) Absorption Distance It is critical that the humidified area be properly designed for the environment that will be produced. Considerations will need to be applied to all portions of the space that can directly interact with the humidified area. Successful implementation of most humidification systems is highly dependent on the installation and control system applied. The absorption distance is the distance downstream of the humidifier(s) that is required to insure the suspended water droplets are fully converted to vapor and therefore will not cause wetting on downstream obstructions. The inlet air conditions to the humidifier must be dry enough to fully absorb the maximum humidifier capacity without saturating the air further than 80% R.H. A leaving relative humidity higher than 80% saturated may lead to wetting of surfaces. There are several factors that affect the absorption distance of a given application, to insure full absorption into the air stream, the air flow velocity, air temperature, air moisture content and humidifier capacity must be reviewed and confirmed. The table below may be used to assess DAH applications. For DAH, ducted mounted models, the air velocity at the humidifier, also referred to as terminal velocity must be within the range of 450 750 fpm. This velocity range insures that the humidifier's output capacity can be achieved. The DRH, Direct Room Humidifier models include integrated circulating fans to insure correct operating terminal velocities. Care must be taken to insure the inlet or outlet sections are not obstructed. Locate the DRH model to allow unrestricted path for absorption of mist onto the space. DAH Application Data System CFM Duct Cross section (HXW) Humidifier Model Number of Humidifiers in airstream CFM ft2 Humidifier Cross section total ft2 Terminal Area (Duct cross section-Total,humidifier cross•section) ft2 Duct Velocity (CFM/Duct cross section) (300-600 ft./min) ft./min Terminal Velocity (CFM/Airstream Cross.Section) (450750 ftJmin) ft./min Inlet air temperature to the humidifiers °F Total system humidification lbs./hr. Outlet air temperature from the humidifiers (Total system humidification * 1054)/ (CFM * 1.08) °F Is' a Booster Fan Being Provided for. Low Terminal Velocity Application (under 450 ft./min)? "YES NO ❑ ❑ YES NO ❑ ❑ YES NO ❑ ❑ YES NO ❑ ❑ YES NO ❑ ❑ Is there a minimum of 8 in of clearance between top of humidifiers and top of air handler/ ductwork? Is there a minimum 4 in of clearance from bottom of air handler/ductwork and bottom of humidifiers? Is there a minimum of 4 in from connection side of the humidifiers and air handler/duct- work? Is there a minimum of 8 in from the right side (non -connection side) of the humidifier and the air handler/ductwork? 11 STULZ OECS008B, ®April, 2015 Humidifier Control Itra-Series Control -. Proportional All STULZ Ultrasonic Humidifiers require a UL Listed control box for each system providing power, component electrical protection, hu- midifier operation and alarm indication. Two types of control boxes are offered: A -Series On/Off and Ultra -Series Proportional. All control boxes have water quality monitoring as standard. The water quality monitoring is provided to ensure clean, mineral -free mist production. The control boxes are designed for indoor installation only. Ultra -Series Proportional Control Boxes The STULZ Ultra -Series Proportional control boxes are provided for single or multiple humidifiers per system. Each individual system is defined as the quantity of humidifiers controlled by one control input. The Ultra -Series Proportional control systems are supplied as standard with: • Wall mount enclosure Rotary main power disconnect with lockout feature Component circuit protection 48 VDC power supply, one per humidifier Proportional output control Microprocessor control board and backlit panel display/user interface • Password protected menus • Weekly timer and night setback function • Remote start/stop • Dry contact for remote indication of shut -down alarms • Time stamping event log for 100 events • Water conductivity probe. Ships loose. • 4-20mA proportional humidity control sensor (specify as wall or duct mount). Ships loose. • Cabinet thermostat controlled fan • Proportional/Integral (P/1) control The controller can accept the following proportional control signals from a Building Management System in lieu of the factory furnished sensor (Input 1): 0-5 VDC 0-1 VDC 0-20 mA 4-20 mA (Standard) 0-10 VDC with converter (Standard) The controller can accept the following proportional high limit signals from a Building Management System in lieu of the factory furnished sensor (Input 2): 0-5 VDC 0-1 VDC 0-20 mA 4-20 mA (Standard) 0-10 VDC with converter (Standard) Options include: • Audible alarm • Averaging control board for 2-4 sensors • Temperature compensated control • Capacity Assist control for groups of humidifiers • Duct Proximity control for multiple humidifiers • Serial port for remote BMS communication and control over ModBus RTU, BACnet MS/TP, BACnet over ethernet, BACnet over IP, HTTP, SNMP V1, V2c. • Air pressure proving switch. Ships loose. • Air velocity sensor • On/Off high limit humidistat (specify as wall or duct mount). Ships loose. • High RH limit sensor. Ships loose • Water leak detector / Condensate pan detector The Ultra -Series controller is capable of controlling up to 16 STULZ Ultrasonic Humidifiers per system. The control output is fully proportional from 0% to 100% call for humidification. Through pulse width modulation, all humidifiers are switched on and off, as segments of approximately one second, simultaneously dependant on the level of the control (Input 1) and high limit (Input 2, when used) inputs. A run hour meter is provided as standard function of the Ultra -Series controller to provide a sum total of time segments the humidifiers have operated. In conjunction with the built-in drain solenoid valves, the controller will drain the tank based on humidifier idle time. If a freeze alert condition exists, an automatic drain will initiate to protect the tank from freezing. Information displayed during normal operation includes: • Controller enabled via remote on/off • General humidity production range: 0% - 100% • Room or return duct humidity level (when control sensor is used) • Control signal level (when BMS control is used) • Humidity set point (when control sensor is used) • Current alarm conditions • Humidifier drain solenoid valve energized • Humidifier fill solenoid valve energized • Air velocity in duct (if configured) • Room temperature (if configured) • Duct temperature (if configured) All shut -down alarms activate the standard, summary alarm dry contact for possibility of remote indication. 19 STULZ QECS008B, ®April, 2015 Ultra -Series Control -Proportional (13 O 0 0 L. CD i CD (5 4-00 4-00 V 20 Multiple Humidifier Grouping Ultra -Series controllers can be configured to provide 2 "Pulse Width Modulated" (PWM) output signals for two groups of humidifiers. The 2 groups can be configured in three different ways: Standard, Capacity Assist and Proximity Limitation. ' __1-I I Group 2 No More Than 16 Humidifiers Per Controller Multiple Humidifier Grouping .Standard Operation In standard operation both humidifier groups receive identi- cal output signals, and both humidifier groups function as one large group. In proportional control, the Ultrasonic humidifiers require 48 volts DC and commands from the Ultra Series Controller. Communications is via an RS -485 interface daisy -chained from the Ultra Series Controller through each humidifier. The last humidifier on the daisy -chain requires a termination resistor included with the Ultra Series Control Box. Up to 16 ultrasonic humidifiers can be placed on this daisy -chain. The wiring is to be done with a three conductor 22 AWG shielded cable and cannot exceed 1000 feet. Power to the humidifiers is supplied by the Control Box and Auxiliary Boxes. The size of the humidifier controls the size of the power supply it needs. The Control Box and Auxiliary Boxes can hold as many as 8 power supplies for smaller humidifiers or 4 power supplies for larger humidifiers. The Ultra -Series Trim Control Box and Trim Auxiliary boxes can hold as many as 4 power supplies for smaller humidifiers or 2 power supplies for larger humidifiers. The location of each box can be optimized to be near the humidifiers powered from the boxes as the control of the humidifiers is done completely with the RS -485 interface. This minimizes wire runs from the boxes to the humidifiers, reducing both length and wire size. Each system must contain one Control Box and can have as many Auxiliary Boxes as needed. • Capacity Assist This feature can be used to maximize efficiency for conservation of energy and allow more precise control of humidity STULZ QECS008B, ©April, 2015 production at low demand. The Capacity -Assist option enables one group of humidifiers to proportionally handle the demand for humidification up to their maximum capacity. If the output of the first group of humidifiers reaches 100% capacity and they are unable to satisfy the demand, the controller enables the second group of humidifiers to operate, controlling their output proportionally while the first group continues to operate at 100% capacity. As humidity conditions approach setpoint, the controller scales back the proportional output control signal to the second group accordingly until they are no longer required. At this point the humidifiers in the second group are turned off and the humidifiers in the first group return to proportional control. Humidifier/Duct Proximity Limitation The Proximity -Limitation option serves to limit the humidity production of the group of humidifiers that may be near the ceiling or floor of an AHU or in another position in which condensation losses may be common. In this case, the limited humidifiers would be in Group A and the standard operation humidifiers would be in Group B. By default, both humidifier groups have identical output signals (Stan- dard mode). HUMIDIFIER GROUP A HUMIDIFIER GROUP RACK HUMIDIFIER 1 HUMIDIFIER 2 HUMIDIFIER 3 HUMIDIFIER 4 HUMIDIFIER 5 Proximity Humidifier Grouping Control box size and type (wall or floor mount) are determined by the quantity of humidifiers per system. See table that follows for control box sizes. The 48 VDC humidifier electrical power wiring between humidifier and control box must be sized according to the model of humidifier and the distance between humidifier and control box. See table on page 22 for wire gauge selection. All wire sizes listed are for stranded wire, either THHN or NTW. No solid wire is to be used. Insufficient electrical wire gauge will result in excessive voltage drop between control box and humidifier. Distances of over 75 ft. are not recommended. Water quality (mineral content) is expressed in a variety of measurements. The water quality specified for supply to STULZ Ultrasonic Humidifiers during normal operation is conductance of <5 microsiemens. The humidifier controller monitors water quality via the probe installed in the demineralized water supply piping. The controller will provide a visible alert when this water quality is not present by activating the pre -alarm status indicator. If water quality drops to conductance >20 microsiemens, the controller will shut -down humidifier operation and indicate via visible alert, common summary alarm dry contact closure (and audible alarm when option is provided). The unit is equipped with a 10 foot long, shielded control wire for the conductivity sensor. The conductivity circuit is sensitive to electromagnetic interference so the control wiring should not be run near high voltage wires. The length of the conductivity sensor control wiring should never exceed 25 feet. STILILZ Humidifier per Control Box Configurations Note: See the following pages for control box dimensions. Ultra-Series_Control._- Pro_portiona1 Power Source Humidifier Model Number of Humidifiers Standard Control Box - Trim Control Box Number of Control Boxes Number of Auxiliary Boxes Number of Control Boxes Number of Auxiliary Boxes 1 -Phase DOH -04 DRH-06 1-4 0 1 0 5-8 1 0 1 1 9- 12 1 1 1 2 13-16 1 1 1 3 D()H-08 DOH -12 DOH -16 .1 .2 .1.0: ..1 0 3-4 1 0 1 1 5-6 '- 1 1 1 2 7-8 1 1 1 3 9-.10 1 2 1 4 11 - 12 1 2 1 5 13-14 - 1 3 .. 1 - 6. . 15-16 1 3 1 7 DAH -24 DAH -30 2 1 0 1 1 3 7 1 1 2 4 1 1 1 3 5 '1 2 1 4 6 1 2 1 5 7 1 3 1 6 B 1 3 1 7 9 1 4 1 B 10 1 4 1 9 11 1 5 1 .10 12 1 5 1 11 13 1 .6 1 12 14 1 6 1 13 .15 1 7 .1 14' 16 1 7 1 15 3 Phase DOH -04 DRH-06 1•-4 1 0 1 0 5-B 1 0 1 1 9 - 1;2 1 1 1 13-16 1 1 1 3 D( )H-08 DOH -12 DOH -16 DAH -24 DAH -30 1-2 1 0 1 0 3- 4 1 0 1 1 5,-.8 1 1 1 .2.. 9- 12 1 2 1 3 '13-16 1 3 1 4 Control + Auxiliary Box Sample Configuration RECOMMENDED SHUT -OTT VALVE ClililiI;i;l;i; ill I 111 1'( TO DRAW Ts,FNm. AD DM DATA RECOMMENDED OMUT•OfT VALVE ;I;I;Iilil;I;!;I;I;lili MUYI NFIER 1'( TO ATION CABLE 1 FWK anI QA RECOMMENDED 8MUT# il;Clil;Cl;Ci;i;i;i; 1( to DRAW RECOMMENDED SHUTOFF VALVE wpAam lY TOplum e KOp RECOMMENDED SMUT -OR VALVE I 111q===RR DWAeMATO b Oro) RECOLIMENDEO SNUTVALVE FP VALVE 1 ... Elili if TO DRAW OKA. MY OW DATA COMMUNICATION CABLE TO POWER SUPPLY (e Al ULTRA -SERE. MASTER CONTROL 00A LNPE SMIELOED CABLE O. L WATER SUPPLY CONDUCTIVITY PROBE D. I. WATER SUPPLY POwER841PPL-1D • DJ ULTRASERIESAUAASMRY CONTROL 00E STUIja j. TO POWER SUPPLY iRKERIES AVM/JAW CANTROL BOX 0 P=F 0 C_ f■■j` CD Vf [ .I 0 T■ c CU et0 z 3 0. v 3 z OJ 21 STULZ QECS008B, ©April, 2015 Ultra -Series Control Box 22 STULZ QEC50088, CApril, 2015 Unit weight: 250 lbs Ultra -Series Control Box (ULS) 27.00" 8.81" 1 15 75" 111 • irrruu! 0 • 81 Ultra -Series Control - System Diagram , Y• t/1 w .L •UMW E i I. IMO A� r�. 0 0_. w 4.' <.J 1 0 0 V 24 Ultra -Series Control System Diagram STRAINER . RECOMMENDED V .•'— SHUT-OFF l'( 4SV CONTROL I POWER WIRES* 9RRRRRRRRRRR HUMIDIFIER #1 STRAINER RECOMMENDED .o.. SHUTOFF ' 1 1' ITO DRAIN ADDmONAL HUMIDIFIERS ON (include Alr Gap) CONTROL BOX TYPICAL 1 1 1 STAINLESS STEEL OR D.I. GRADE PVC TO MUM Ibduee Akr DATA COMMUNICATION CABLE 4SV CONTROL / POWER WIRES* FIARRRRRRRRRR HUMIDIFIER 82 I CONTROL BOX INDOOR USE ONLY X3 2 WIRE *TO CONTROL BOX - SEE TABLE FOR NUMBER OF WIRES ..7 REMOTE COMMON (SUMMARY) ALARM 2 -WIRE CLOSE ON ALARM REMOTE ON/OFF 2 -WIRE ON/OFF (OPTIONAL) HUMIDITY HI -LIMIT STAT 2 WIRE ON/OFF (OPTIONAL) PROPORTIONAL HI.LIMIT SENSOR 2 -WIRE 4-20mA (OPTIONAL) HUMIDITY CONTROL SENSOR 2 -WIRE 4-20mA (STANDARD) 2 -WIRE 4-20mA OR 0.10Vdc IF BMS SIGNAL (OPTIONAL) POWER SUPPLY 2•WIRE WI GRN. SINGLE PHASE 3 -WIRE W/ GRN. THREE PHASE RECOMMENDED 1 CONDUCTIVITY PROBE SHUT-OFF L�PRORE 114' MHT its i:VDC. WIRESIZING FROM CONTROL BOX TO HUMIDIFIERS MODEL POWER '(WATTS) CURRENT , (AMPS), . WIRE SIZE {AWG) ' # OF.IN.IRES ;Includes 1r Ground).! 25 FT 50 FT' -75.7 DAH -04 125 2.6 16 16 14 3 DAH -08 246 5.0 16 16 14 3 DAH -12 366 7.6 16 14 12 3 DAH -16 486 10.1 16 14 12 3 DAH -24 726 14.6 16 14 12 5 DAH -24 w/ BF -24 766 15.4 16 14 12 5 -DAH'-30. `:906 20:0 .1.6 ?14 12 .5 DAH -30 w/ BF -30 946 20.8 16 14 12 5 DRH-04 134 2.8 16 16 14 3 DRH-06 195 4.0 16 16 14 3 DRH-08 256 5.3 16 14 12 3 DRH-16 505 10.5 16 14 12 3 *NOTE: Table reflects correct electrical wire sizing from the control box to the humidifiers for three different distances. All wire sizes are listed for stranded wire, either THHN or NTW only. No solid wire is to be used. 75 ft. maximum distance. WATER SUPPLY In addition to the above wires, humidifiers controlled by the Ultra -Series Controller require a 3 conductor shielded 22 AWG cable daisy chained from the control with a termination resister installed on the last humidifier, do not exceed 1000 feet total distance for this 3 conductor cable. STULZ QECS008B, ©April, 2015 U Itra-S.eries_ Control. ULTRA -SERIES CONTROL;ELECTRICAL DATA Humidifier Model Quantity of 115/1/60 208/1/60. .. 460/3/60 Humidifiers Per Control Box FLA MCA MFS FLA MCA MF5 FLA MCA MFS DAH -04 1 1.6 2.0 15 0.7 0.9 15 0.4 0.4 15 DAH -04 2 3.2 3.9 15 1.4 1.7 15 0.7 0.9 15 DAH -04 3 4.7 5.9 15 2.1 2.6 15 1.1 1.3 15 DAH -04 4 6.3 7.9 15 2.7 3.4 15 1.4 1.6 15 DAH -04 5 7.9 9.9 15 3.4 4.3 15 1.8 2.2 15 DAH -04 6 9.5 11.8 15 4.1 5.1 15 2.1 2.7 15 DAH -04 7 11.1 13.8 20 4.8 6.0 15 2.5 3.1 15 DAH -04 8 12.6 15.8 20 5.5 6.8 15 2.8 3.6 15 DAH -08 1 3.1 3.8 15 1.3 1.7 15 0.7 0.9 15 DAH -08 2 6.2 7.7 15 2.7 3.3 15 1.4 1.7 15 DAH -08 3 9.2 11.5 15 4.0 5.0 15 2.1 2.6 15 DAH -08 4 12.3 15.4 20 5.3 6.7 15 2.8 3.5 15 DAH -12 1 4.6 5.7 15 2.0 2.5 15 1.0 1.3 15 DAH -12 2 9.2 11.4 20 4.0 4.9 15 2.1 2.6 15 DAH -12 3 13.7 17.2 30 5.9 7.4 15 3.1 3.9 15 DAH -12 4 18.3 22.9 40 7.9 9.9 15 4.1 5.1 15 DAH -16 1 6.1 7.6 15 2.6 3.3 15 1.4 1.7 15 DAH -16 2 12.1 15.2 20 5.3 6.6 15 2.7 3.4 15 DAH -16 3 18.2 22.8 30 7.9 9.9 15 4.1 5.1 15 DAH -16 4 24.3 30.4 40 10.5 13.1 20 5.5 6.8 15 DAH -24 1 9.1 11.3 15 3.9 4.9 15 2.0 2.5 15 DAH -24 2 18.1 22.7 30 7.8 9.8 15 4.0 5.0 15 DAH -24 3 6.0 7.5 15 DAH -24 4 :.Y : . 8.0 10.0 15 with BF -24 1 9.4 11.7 • 15 4.1 5.1 15 2.0 2.6 15 with BF -24 2 18.8 23.5 30 8.1 10.2 15 4.0 5.2 15 with BF -24 3 ,. ,_. __- 6.0 7.7 15 with BF -24 4 _ ... ... 8.0 10.3 15 DAH -30 1 :11.3 .14.1 20 4.9 6.1 15 2.5 3.1 15 DAH -30 2 22.6 28.3 40 9.8 12.2 20 5.0 6.2 15 DAH•30 3 .. ,. � t- .. ..__ -. 7.5 93 15 DAH -30 4 10.0 12.5 20 with BF -30 1 12.0 15.0 20 5.0 6.3 15 2.6 3.2 15 with BF -30 2 23.8 30 40 10.1 12.6 20 5.1 6.4 15 with BF -30 3 • 7.7 9.6 15 with BF -30 4 ,, 10.2 12.8 20 DRH-04 1 1.7 2.1 15 0.7 0.9 15 0.4 0.5 15 DRH-04 2 3.4 4.2 15 1.5 1.8 15 0.8 0.9 1S DRH-04 3 5.0 6.3 15 2.2 2.7 15 1.1 1.4 15 DRH-04 4 6.7 8.4 15 2.9 3.6 15 1.5 1.9 15 DRH-04 5 8.4 10.5 15 3.6 4.5 15 1.9 2.4 15 DRH-04 6 10.1 12.6 20 4.4 5.4 15 2.3 2.8 15 DRH-04 7 11.8 14.7 20 5.1 6.4 15 2.6 3.3 15 DRH-04 8 13.4 16.8 30 5.8 7.3 15 3.0 3.8 15 DRH-06 1 2.4 3.0 15 1.1 1.3 15 0.5 0.7 15 DRH-06 2 4.9 6.1 15 2.1 2.6 15 1.1 1.4 15 DRH-06 3 7.3 9.1 15 3.2 4.0 15 1.6 2.1 15 DRH-06 4 9.7 12.2 20 4.2 5.3 15 2.2 2.7 15 DRH-06 5 12.2 15.2 20 5.3 6.6 15 2.7 3.4 15 DRH-06 6 14.6 18.3 30 6.3 7.9 15 3.3 4.1 15 DRH-06 7 17.1 21.3 30 7.4 9.2 15 3.8 4.8 15 DRH-06 8 19.5 24.4 40 8.4 10.5 15 4.4 5.5 15 DRH-08 1 3.2 4.0 15 1.4 1.7 15 0.7 0.9 15 DRH•08 2 6.4 8.0 15 2.8 3.5 15 1.4 1.8 15 DRH-08 3 9.6 12.0 15 4.2 5.2 15 2.2 2.7 15 DRH-08 4 12.8 16.0 20 5.5 6.9 15 2.9 3.6 15 DRH-16 1 6.3 7.9 15 2.7 3.4 15 1.4 1.8 15 DRH-16 2 12.6 15.8 20 5.5 6.8 15 2.8 3.6 15 DRH-16 3 18.9 23.7 30 8.2 10.2 15 4.3 5.3 15 DRH-16 4 25.3 31.6 40 10.9 13.7 20 5.7 7.1 15 NOTE: Electrical data based on UL (508) requirements to indicate full component loading SIAM 0 25 STULZ QECS008B, ©April, 2015 Water Treatment (Demineralization) Raw water contains minerals. When water is atomized, any minerals present in the water will not evaporate and will drop out of the air as fine dust. While ultrasonic humidifiers will operate with raw water, there is a maintenance and IAQ benefit in the use of demineralized water. In order to provide clean, mineral -free humidification, it is recommended that all STULZ Ultrasonic Humidifier systems incorporate water demineralization. Principles of Demineralization There are two types of demineralization processes presented in this manual: Mixed Bed Deionization (DI) and Reverse Osmosis (RO). RO systems defined in this manual include DI as a polishing step to achieve the specified water purity. DEIONIZATION PROCESS POSITIVE IONS (+) CATIONS Calcium Magnesium Sodium Potassium Iron Manganese NEGATIVE IONS (-) .ANIONS • .Carbonates BiCarbonates Sulfates Chlorides Nitrates Silica D.1. BOTTLE DIMENSIONS Capacity (CUBIC TT) 0.45 1.0 2.0 Diameter Minimum Clearance "B" 8.0" 9.0" 12.0" 21.0" 48.0" 48.0" ater Treatment Options Mixed Bed Deionization Mixed Bed Deionization (DI) is a method used for the removal of all ionized organic and inorganic minerals and salts from water, using a concurrent ion exchange procedure. The positively charged ions are removed by cation exchange resin in exchange for a chemically equivalent amount of hydrogen ions. The negatively charged ions are removed by anion exchange for a chemically equivalent amount of hydroxide ions. The hydrogen and hydroxide ions introduced in this process unite to form deionized water molecules. (See illustration left.) The mixed bed DI resin is housed in plastic bottles and has a nominal mineral removal capacity of 10,000 grains. When the mineral removal capacity of the resin has been exhausted, the bottles are exchanged out with bottles containing new or regenerated resin as part of a service interval. DI regeneration is a common service available in most areas. Contact your local STULZ representative for a list of water service companies in your area. Reverse Osmosis Reverse Osmosis (RO) is a crossflow membrane separation process. RO removes virtually all organic compounds and 90 to 99 percent of all ions. RO rejects 99.9 percent of viruses, bacteria and pyrogens. Pressure, on the order of 200 to 1,000 psig (13.8 to 68.9 bar), is the driving force of the RO purification process. Complete RO systems are made up of multiple components. RO/DI systems include as standard: • Carbon dechlorinator • Sediment filter • Softener • RO plant • RO water storage • Repressurization (for atmospheric storage only) • DI polishing • Resilite water purity monitoring • Ultraviolet (UV) sterilization Water Purity The demineralized water specified for use in STULZ Ultrasonic Humidifiers has conductivity less than 5 microsiemens (resistivity greater than 200,000 ohms). See the STULZ Water Treatment Technical Documentation CD for conversions between all common expressions of water purity. Water purity (conductance) monitoring is standard with all STULZ Ultrasonic control boxes. Water Piping Demineralized water piping is to be of non -corrosive material, either plastic or stainless-steel. Refer to local codes and project requirements for selection of specific piping material and schedule. STULZ 13) 0 `Q IMO II ineMa NEMO• f rlr 29 STULZ QECS008B, ©April, 2015 Water Treatment Options Mixed Bed Deionization (DI) For Small Capacity w E w Water Treatment 30 For total humidifier capacities up to 50 Ib/hr and raw water quality of fewer than 10 grains per gallon, mixed bed deionization may be used. The raw untreated water is passed through one or two mixed bed DI bottles to obtain the required water quality for operating ultrasonic humidification systems. The quantity and size of bottles are determined by total humidifier capacity, seasonal hours of operation, raw water quality and desired service intervals. See DI Bottle Life Analysis Calculation on page 8-3 to determine if DI -only is sufficient. Larger bottles and/or two bottles in series can be used to increase total DI media capacity. For critical DI -only applications, two bottles should be used in series with an intermediate water purity indicator to alert that service is required on first bottle, (worker) prior to second bottle (polisher) being exhausted. If the desired service intervals cannot be met with DI -only, an RO/DI system should be applied. Demi-Cabinet Deionization For Small Capacity The Demi-Cabinet system consists of two DI bottles connected in series pre -piped with flexible hoses and housed in a painted -finish, steel cabinet with a lockable, hinged, access door. A water shut-off valve is factory pre -piped in the supply side piping to the DI bottles. A 115v -120v / 60 hz / single phase water quality monitor for visual water quality indication shall be factory mounted. Water inlet and outlet connections are made available from the outside of the DI cabinet. The Demi-Cabinet does not require a utility drain connection. STULZ Demi-Cabinet systems are available in the following sizes: DI -.45 — Two .45 cubic ft. bottles ( 9,000 grains TDS capacity ) DI -1.0 — Two 1.0 cubic ft. bottles ( 20,000 grains TDS capacity ) 1;112.:0— Two 2.0 cubic,ft.'bottles" ( 40,000 grains TDS capacity ) Reverse Osmosis (RO) / DI Systems for Large Capacity For total humidifier capacities greater than 50 lb/hr or for applications requiring increased service frequency due to hours of operation and/or poor raw water quality, RO with DI polishing is applied. There are two types of complete systems offered and defined by method of water storage and product water pressurization. Hydropneumatic (Pressurized) vs. STULZ QECS008B, 69April, 2015 ST i` Atmospheric (Re -Pressurized) Water Storage When applying RO/DI systems, proper storage/system pressurization must be selected. A. Pressurized storage utilizes the pressure generated by the RO plant within the system to provide for DI water distribution. The RO process water is stored in a hydropneumatic tank. Control of the RO plant is via pressure switch on distribution side set at 30 psi -On and 50 psi - Off. Pressurized storage systems are designed for localized applications with DI water distribution losses of less than 20 feet of head. Pressurized storage minimizes water system floor space and cost. B. Atmospheric storage utilizes a large volume non - pressurized tank and an independent pump to repressurize the water for distribution. A float assembly integral to the storage tank controls the On/Off operation of the RO plant. The standard repressurization assembly is a 1 HP pump mounted on a pressure tank (to minimize pump cycling) and will deliver up to 15 GPM at 50 psi. Atmospheric storage systems are designed for remote applications with DI water distribution losses of more than 20 feet of head. If higher flows and/or system losses are required than standard, please contact your local STULZ representative for special repressurization pump selection. Standard RO/DI systems ship with individual components loose for installation and application of intermediate water piping in the field. RO/DI Systems Options • Skid mounting: provides all system components (except atmospheric storage tank and salt brine storage) on a corrosion resistant coated steel base with all intermediate water piping installed. Brine tank and atmospheric tank ship loose. • Single point power connection: only available with skid mount option. Combines all electric device (RO plant, repressurization pump when applicable, water purity monitoring, and UV sterilizer) power connection in common junction/distribution box. • Analog resistivity meter: provides actual water purity measurement in addition to or in lieu of standard resistivity lamp. DEMI Cabinet with (2) bottles — CONDUCTIMETERPROBE DEMI Cabinet Dimensions. DOOR & LATCHES HAVE BEEN REMOVED FOR CLARITY SHUT 1i lert „II — C —y Ale , 1I, , I .DEMI.Cabinet with: (2) 0.45 ft' bottles (2) 1.0 ft' bottles 42)2:0 ft" bottles DEMI Cabinet Dimensions 24.75' 64.00" .64.00" 27.10” 33.13" 33.13" 10.00" 13.76" 13.76" To calculate estimated, DI bottle service intervals per season: • (A) = total mixed bed DI media volume. If worker/polisher arrangement is used, use volume of first bottle only • For each cubic ft. of mixed bed DI media: 10,000 grains TDS (Total Dissolved Solids) removal capacity • Raw water quality (C) must be known from utility company data or water lab test results • Humidifier capacity (F) is total of all humidifiers served by water system • (H) = hours per season of full load humidifier operation. Season depends on application and geographic location of installation. Typically, for HVAC systems utilizing an outside air component, the season and hours of operation will be dependent primarily on percentage of and ambient conditions of outside air. For full recirculation applications, load and run hours will be primarily dependent on latent removal of HVAC system or process and should be calculated for year round use. (A) cubic ft. of mixed bed DI media X 10,000 grains TDS = (B) grains TDS removal capacity (B) grains / (C) grains per gallon TDS = (D) gallons of pure water capacity (D) gallons X 8.3 lbs./gallon = (E) lbs. of pure water capacity (E) lbs. / (F) lbs./hr humidifier cap. = (G) hours of full load humidifier operation capacity (H) hours full load humidifier operation / (G) hours = service intervals per season Example: 21.1 lbs./hr humidification system 2,750 hours/season'full load operation with 2.0 cubic ft. DI only water treatment. system (consisting of either one 2.0 cubic ft. bottle or two 1.0 cubic ft. bottles in series). Raw water quality is 10 grains TDS. 2.0 cubic ft. of mixed bed DI media.X 10,000 grains TDS = 20,000 grains TDS removal capacity 20,000 grains / 10 grains per gallon TDS•= 2,000 gallons of pure water capacity 2,000 gallons:X 8.3 lbs./gallon = 16,600 lbs. of pure water capacity i 16,600 lbs. / 21.1 #/hr = 787 hours 2,750 hours / 787 = 3.5 serviceintervals per season. • Application of Reverse Osmosis (RO) system as a pretreatment to DI provides approximately 10 times the bottle life of DI only, based on average RO mineral removal capacity of 90%. • Minimum once per year service interval recommended for all water treatment systems. Cabinet Dimensions and D 31 STULZ QEC5008B, ®April, 2015 8/1/2018 City of Tukwila Department of Community Development CONNIE HARDIN 4600 S 134 PL SEATTLE, WA 98168 RE: Permit No. M17-0114 BOEING #9-101 THERMOPLASTICS 9725 E MARGINAL WAYS BLDG #9-101 Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 9/5/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 9/5/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincere y, y Permit Technician File No: M17-0114 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ?ERMIT CORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M17-0114 DATE: 08/28/17 PROJECT NAME: BOEING #9-101 THERMO PLASTICS SITE ADDRESS: 9725 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: ( S-)7' / Vic. g-1 Fire Prevention Building Division Public Works ❑ Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 08/29/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: ❑ Approved with Conditions Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: El 09/26/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2(113 HOLADAY PARKS INC Horne Espanol Contact Search L&I Page 1 of 3 LL A -Z Ind ex ttelp My L&J Safety & Health Claims & Insurance Workplace Rights Trades & Licensing Washington State Department of %Labor & industries HOLADAY PARKS INC Owner or tradesperson BECK, DAVID CARL Principals BECK, DAVID CARL, PRESIDENT CONNELL, DANIEL A, PRESIDENT GIRI, BIJIT, PRESIDENT PIZZEY, GRACE K, VICE PRESIDENT FREEL, JERRY LEE, VICE PRESIDENT PARKS, GERALD T JR, PRESIDENT (End: 08/12/2015) NAILON, JUNE ANNETTE, VICE PRESIDENT (End: 08/12/2015) O'CONNOR, BONNY K, SECRETARY (End: 08/12/2015) BECK, DAVID CLARENCE, TREASURER (End: 08/12/2015) VAN DER VEEN, ERIC M, VICE PRESIDENT (End: 08/14/2013) PIZZEY, GRACE KATHERINE, VICE PRESIDENT (End: 08/14/2013) VAN DER VEEN, JULIE ELIZABETH, MEMBER (End: 08/14/2013) CONNELL, DANIEL AARON, MEMBER (End: 08/14/2013) GIRI, BUIT, MEMBER (End: 08/14/2013) KIEL, RINALD HOWARD, MEMBER (End: 08/14/2013) WHITMYRE, CHRISTIAN, MEMBER (End: 08/14/2013) NELSON, MICHAEL, SECRETARY (End: 11/04/2010) PARKS, DAVID L, TREASURER (End: 11/04/2010) TALBOT, PAUL, TREASURER (End: 11/04/2010) WA UBI No. 578 004 089 4600 S 134TH PL SEATTLE, WA 98168 206-248-9700 KING County Business type Corporation License Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=578004089&LIC=HOLADPI379N0&SAW= 9/8/2017 HOLADAY PARKS INC Verify the contractor's active registration 7 licens Construction Contractor License specialties GENERAL License no. HOLADPI379NO Effective — expiration 0112111983— 09/03/2019 Bond LIBERTY MUTUAL INS CO Bond account no. 23000452 rtification (depending on trade) and any past violations. Active. Meets current requirements. $12,000.00 Received by L&I Effective date 08/23/2002 09/01/2002 Expiration date Until Canceled Insurance Charter Oak Fire Ins Co Policy no. DTCO1F465357C0F16 $1,000,000.00 Received by L&I Effective date 10/31/2016 11/01/2016 Expiration date 11/01/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 177,231-00 Doing business as HOLADAY PARKS INC Estimated workers reported Quarter 2 of Year 2017 "Greater than 1100 Workers" L&I account contact T4 / CASSANDRA SMITH (360)902-5632 - Email: SMCA235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against This contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 09/22/2016 Inspection no. No violations Page 2 of 3 Help us improve https://secure.ini.wa.gov/verify/Detail.aspx?UBI=578004089&LIC=HOLADPI379N0&SAW= 9/8/2017 VICI\TTY VAP PROJECT SITE FROM DOWNTOWN SEATTLE 900 99 EXIT 158 • Sc/BOEING ACCESS RD • Q e EXIT 157 EXIT 157 99 EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE—TACOMA AIRPORT DEVELOPIv E\TAL 599 TUKWILA CE\TE FROM KENT & AUBURN NO SCALE 900 BOEING WORKPLACE SERVICES BUILDING 09-101 ADC: THERMOPLASTICS AFP FACILITY D33205-01 PARCEL #0003400018 BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 AHA vAP 3UILDI\G ADDESS: 9725 EAST vAKI\AL WAY SOUTH TU4WILA, WASHIGTO\ 9-78 9-52 9-35 09-101. 3UILD1\G LOCATIO\ NO SCALE SEPARATE PERMIT REQUIRED FOR: 0 Mechanical lttectncai gicitAs Piping City of Tukwila BUILDING DIVISION CODE SUIvVAY TYPE OF APPLICATION: NEW ❑ ALTERATION m ADDITION ❑ TENANT IMPROVEMENT ❑ PROJECT DESCRIPTION: THIS PROJECT COVERS THE INSTALLATION OF A LASER ROOM ENCLOSURE AT GRIDLINE W AND BETWEEN GRIDLINES 21 AND 23 CODES: 2015 INTERNATIONAL BUILDING CODE THE WAC 51-20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. OCCUPANCY GROUP: GROUP F-1 (HIGH—BAY) GROUP B (OFFICE) — NO WORK THIS AREA CONSTRUCTION TYPE TYPE II—B (NO CHANGE) ALLOWABLE AREA INCREASE: NO CHANGE OCCUPANT LOAD: (ALLOWABLE) FLOOR AREA: (ACTUAL) (TABLE 10—A) TUNNEL (F-1 OCC.) OCC. NO CHANGE BLDG GROSS 1,116, 306 1ST FLOOR F-1 OCC.) OCC. NO CHANGE TUNNEL 50,910 1ST FLOOR HIGH—BAY 713,829 MEZZANINE (B OCC.) OCC. NO CHANGE 2ND FLOOR (B OCC.) OCC. NO CHANGE MEZZANINE 55,689 TOTAL ALLOWED: OCC. NO CHANGE 2ND FLOOR OFFICE 31,280 LASER ROOM 4,940 PROJECT AREA SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT BUILDING HEIGHT: (ACTUAL) 111'—O" (NO CHANGE) STORIES: 2 ACTUAL MEZZANINE ? M (YES) ❑ (NO) SQ FT FIRE PROTECTION: SPRINKLERED THROUGHOUT PER NFPA 13 ? (YES) ❑ (NO) FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT SEISMIC DESIGN CATEGORY (SDC): "D" HANDICAPPED REQUIREMENTS: BARRIER FREE CONTRACTOR & STATE NUMBER: THE BOEING COMPANY BOEING PROJECT ENGINEER: GABRIEL HESS BOEING CONTACT: JOHN MURDOCH FAX NUMBER: 253-657-0858 E—MAIL iohn.s.murdoch©boeinq.com BOEING *294ML (01-18-2019) PHONE: 253-657-0868 REVIEWED FOR ODE COMPLIANCE APPROVED SEP 0 6 2017 a?t yam• City of Tukwila ;BUILDING DIVISION it NO.(f 0 11 11 Plan review approval is subject to errors and omi Approval of construction documents does not a the violation of any of approved Fier.:;arid conditins is acknowf By: Date: 01- City of Tu BUILDING DIVISION or CO. REVISIONS No changes shall be made to the scope of work without prior approvrl nt Tukwila Building Givisinr► NOTE: Revisions will require a new plan submittal and may include additional plan review tees. CODES A\D PE PROJECT TITLE: ADC — THERMOPLASTIC AFP FACILITY QUANTITY SUBMITTED: o 4 SETS: GENERAL PERMIT (SHELL & CORE) OR STRUCTURAL TENANT IMPROVEMENT ❑ 4 SETS: TENANT IMPROVEMENT (NON—STRUCTURAL) ❑ 3 SETS: FIRE PROTECTION/SPRINKLERS ❑ 2 SETS: TENANT IMPROVEMENT (REVISION) CIVIL SUBMITTED PREVIOUSLY UNDER SEPARATE PERMIT SUBMITTED FOR PERMIT & REVIEW: • BUILDING ❑ GRADING PLUMBING ❑ LANDSCAPE MECHANICAL ❑ DEMOLITION o STRUCTURAL ❑ — *TO BE REVIEWED UNDER SEPARATE PERMIT JOB NUMBER: 33205-01 GA DPI GA WASHINGTON STATE NON—RESIDENTIAL ENERGY CODE—APPROACHES COMPLIANCE OPTION ❑ PRESCRIPTIVE ❑ LPA ❑ ANALYSIS • N/A SPECIAL INSPECTIONS REQUIRED: (PER IBC CH. 17) O WELD ❑ REBAR O STRUCTURAL BOLTING ❑ OTHER CALCULATIONS TYPE: STRUCTURAL c�a ELECTRICAL FIRE PROTECTION ❑ CANTILEVER RACKS ❑— G►7 GAO CONCRETE ANCHOR BOLTS STRUCTURAL OBSERVATION GRADING, EXCAVATION, FILLING DRILLED—IN & GROUTED ANCHORS ATTACHED STRUCTURAL (YES) (NO) GE\ HAL \OTES CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEER SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO JOHN MURDOCH AT BLDG 9-51.2 COL M/2, AFTER COMPLETION OF THIS CONSTRUCTION. TU W I LA 3LA\ <ET PES v IT DLR Group Architecture Engineering Planning Interiors RECEIVED CITY OF TUKWILA AUG 2 3 2017 PERMIT CENTER ISSUE FOR CONSTRUCTION 06.28.17 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE I 1 I vilfM P' Z1 ® THIS C DESIGN AND R SPECIFICATION IS APPROVED DRAWN DATE 06.16.17 SUBTITLE COVER SHEET CURRENT REVISION SYMBOL DATE 06.28.17 8086 ARCHITECT /* 119 CHHECKED A ADC THERMOPLASTICS AFP D33205-01 DLR GROUP JB 06.28.17 SHEET GO BUILDING 09� 101 ARCHITECTURAL MASTER DEV. CENTER, WA APPROVED BY DEPT. DATE ROBERT HOF MAN STATE OF WASHINGTON CHECKED i . . . _ .Ell JOB NO. D33205-01 COMP N0. APPROVED APPROVED DWG No. 09-101—GO SYv3OLS ABBREVIATIONS GENERAL COTES AREA OF WORK INDICATIONS NOTE: SEE STRUCTURAL, MECHANICAL AND ELECTRICAL ITEMS R BOLT LAV LAVATORY AB ANCHOR ACOUS ACOUSTICAL LG LONG ADJ ADJACENT LLV LONG LEG VERTICAL AFF ABOVE FINISH FLOOR LP LOW POINT ANDD ANODIZED AP ACOUSTICAL PANEL MAX MAXIMUM AT ACOUSTICAL TILE MFR MANUFACTURER ACT ACOUSTICAL CEILING TILE MIN MINIMUM AWC ACOUSTICAL WALL COVERING MO MASONRY OPENING MAS MASONRY B/ BOTTOM OF MTD MOUNTED BD BOARD MTL METAL BIT BITUMINOUS BLKG BLOCKING NIC NOT IN CONTRACT BLDG BUILDING BM BEAM OFCI OWNER FURNISHED/CONTRATOR INSTALLED BOT BOTTOM OHOWNER FURNISHED AND INSTALLED BRDG BRIDGING OVHD OVERHEAD BRG BEARING OPNG OPENING OC ON CENTER CONC BLK CONCRETE BLOCK CLG CEILING CLR CLEAR PARTN PARTITION PC PRECAST CMU CONCRETE MASONRY UNIT PERIM PERIMETER CPT CARPET PL PLATE COL COLUMN PLBG PLUMBING CONC CONCRETE PEN PENETRATION CONST CONSTRUCTION PPT PRESSURE PRESERVATIVE TREATED CONT CONTINUOUS PREFIN PREFINISHED CONT JT CONTROL JOINT PROV PROVIDE CONTR CONTRACTOR PSF POUNDS PER SQUARE FOOT CORR CORRUGATED PSI POUNDS PER SQUARE INCH CJ CONTROL JOINT PT PAINT CT CERAMIC TILE PVMT PAVEMENT CTRL CONTROL CW COLD WATER QT QUARRY TILE DBL DOUBLE REINF REINFORCE(ING) DET DETAIL REQD REQUIRED DIA DIAMETER RM ROOM DO DITTO DR DOOR SAN SANITARY DWG DRAWING SCHED SCHEDULE SD SOAP DISPENSER SECT SECTION EJ EXPANSION JOINT SF SQUARE FOOT ELECTRICAL SHT SHEET ELEV ELEVATIONSLV SHORT LEG VERTICAL EQ EQUAL STD STANDARD EWC ELECTRIC WATER COOLER STL STEEL EXIST EXISTING SS SERVICE SINK EXP EXPANSIONEXP JT EXPANSION JOINT STM STORM ST STL STAINLESS STEEL EXT EXTERIOR SUSP SUSPENDED F.D. FLOOR DRAIN T/ TOP OF F.E. FIRE EXTINGUISHER TEMP TEMPERED F & I FURNISH & INSTALL TD PAPER TOWEL DISPENSER FIN FINISH TOP/ TOP OF FLR FLOOR TIP TYPICAL FOUNDATION FPHB FROST PROOF HOSE -BIB UNO UNLESS NOTED OTHERWISE FRT FIRE RETARDANT TREATED UR URINAL FTG FOOTING VCT VINYL COMPOSITION TILE GA GAUGE VERT VERTICAL GALV GALVANIZED VWC VINYL WALL COVERING GC GENERAL CONTRACTOR GL GLASS WC WATER CLOSET GWB GYPSUM WALL BOARD WD WOOD WH WATER HEATER H HIGH WWF WELDED WIRE FABRIC HC HANDICAPPED WDW WINDOW HM HOLLOW METAL W/ WITH HORIZ HORIZONTAL HP HIGH POINT HVAC HEATING, VENTILATING, AIR CONDITIONING HW HOT WATER INSUL INSULAT(ION)(ED) INT INTERIOR JST JOIST JT JOINT 1. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES. 2. CONFIRM BUILDING GRID LAYOUT AND EXISTING WALL LOCATIONS AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON THE PROJECT PRIOR TO PROCEEDING WITH THE WORK. ANY DISCREPANCIES ARE TO BE REFERRED TO BOEING CM FOR RESOLUTION BEFORE CONSTRUCTION TAKES PLACE. 3. WHERE EXISTING WORK IS DAMAGED, CUT OR DEFACED AS A RESULT OF PERFORMANCE OF NEW WORK, THE CONTRACTOR IS TO PATCH AND REPAIR SAME TO MATCH ADJOINING SURFACES. REPAIRED FINISHES SHALL BE EXTENDED TO THE NEAREST VISUAL BREAK LINES SUCH AS CORNERS, CEILING LINES, TOP OF BASE OR SIMILAR. 4. PROVIDE CLOSURE, MEETING THE REQUIREMENTS OF GOVERNING FIRE AUTHORITIES, BETWEEN ALL FIRE RATED FLOORS, SHAFTS AND BUILDING PARTITIONS AND ALL PENETRATING DUCTS, PIPES, CONDUIT, MECHANICAL, ELECTRICAL, AND OTHER ITEMS. 5. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF THE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR CUTTING AND PATCHING WORK WITHIN THE BUILDING BEYOND THE LIMITS ASSOCIATED OF THE ARCHITECTURAL DRAWINGS. 6. THE CONTRACTOR SHALL CONSULT PLANS FOR ALL TRADES AND PROVIDE ALL. OPENINGS THROUGH NEW OR EXISTING CONSTRUCTION FOR DUCTS, PIPES, CONDUITS, CABINETS, AND EQUIPMENT, AND SHALL VERIFY SIZES AND LOCATIONS OF OPENINGS. 7. THE CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSION REQUIREMENTS FOR EQUIPMENT FURNISHED AND INSTALLED BY CONTRACTOR OR BY OTHERS. 8. ALL RECESSES LOCATED WITHIN FIRE RATED PARTITIONS SHALL BE CONSTRUCTED TO MAINTAIN REQUIRED FIRE RATING OF THE PARTITION. 9. REFER TO SPECIFICATIONS FOR ACCESS DOORS AND VERIFY WITH MECHANICAL AND ELECTRICAL SUBCONTRACTORS EXACT LOCATIONS OF ACCESS REQUIRED BY THEIR WORK. ACCESS MUST BE PROVIDED FOR ALL CONCEALED VALVES, DAMPER CONTROLS, FIRE DAMPER LINKAGES, CONCEALED JUNCTION BOXES, AND ELECTRICAL DEVICES OR ACCESSORIES. LOCATIONS AND SIZES OF EXPOSED ACCESS DOORS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO INSTALLATION OF THE MECHANICAL AND ELECTRICAL EQUIPMENT. 10. IN GENERAL, THE PLAN DIMENSIONS SHOWN ARE AS FOLLOWS: (UNLESS OTHERWISE NOTED.) A. TO THE FINISHED FACE OF EXISTING INTERIOR WALLS AND THE FACE OF STUD OF NEW INTERIOR WALLS. B. TO THE FINISHED FACE OF EXTERIOR FINISHES. C. TO THE FACE OF CONCRETE AND MASONRY -NOMINAL. 11. ALL DOORS NOT LOCATED BY DIMENSION ON PLANS SHALL BE SIX INCHES FROM FACE OF ADJOINING GWB PARTITION TO EDGE OF DOOR OPENING, OR CENTERED BETWEEN ROOM PARTITIONS. ALL DOORS SHALL HAVE MINIMUM 18" CLEAR ON PULLSIDE. 13. SEE STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES AND SYMBOLS. 14. ALL CONTRACTOR INSTALLED ITEMS SHALL BE SUPPLIED WITH REQUIRED MECHANICAL AND ELECTRICAL SERVICES TO PROVIDE PROPER OPERATION OF ITEMS INSTALLED. PROVIDE REQUIRED MECHANICAL AND ELECTRICAL SERVICES FOR ITEMS INSTALLED BY OTHERS. 15. AT METAL STUD PARTITIONS, STUDS ARE TO EXTEND FROM CONCRETE FLOOR SLAB TO UNDERSIDE OF THE STRUCTURE ABOVE, UNLESS OTHERWISE NOTED. WHERE THEY CANNOT DO SO, DUE TO INTERFERENCE WITH NEW OR EXISTING DUCTS, PIPING, ETC., PROVIDE BRACING TO STRUCTURE ABOVE TO PROVIDE FOR EQUIVALENT SUPPORT OF PARTITION; SUBMIT EQUIVALENT SUPPORT METHOD TO BOEING CM FOR REVIEW. ALL FIRE AND SOUND RATED PARTITIONS SHALL BE CONSTRUCTED TO MAINTAIN THEIR RATING FROM CONCRETE FLOOR SLAB TO UNDERSIDE OF STRUCTURE ABOVE, U.N.O. 16. PROVIDE BACKING FOR ALL WALL MOUNTED ITEMS. ., 1. DRAWINGS WITH CLOUDED AREAS INDICATE THE AREA OF WORK FOR THIS PROJECT. 2. DRAWINGS INDICATED AS REFERENCE ONLY SHOW EXISTING CONDITIONS TO REMAIN. 3. DRAWINGS WITHOUT CLOUDS OR "REFERENCE ONLY" INDICATIONS ARE TO BE ALL NEW WORK. REVIEWED FOR !CODE COMPLIANCE I APPROVED RECEIVED 4SEP 0 6 2011 CITY OF TUKWILA AUG 2 3 2017 City of Tukwila . BUILDING DIVISION PERMIT CENTER :. ELECTRICAL FOR ADDITIONAL SYMBOLS. DIAGRAMATIC ONLY -SEE ELECTRICAL FOR ACTUAL FIXTURE TYPES. A COLUMN GRID 2' X 4' FLOURESCENT LIGHT FIXTURES ELEVATION DATUM --= 1' X 4' FLOURESCENT LIGHT FIXTURES ELEVATION BUILDING SECTION ® WALL SECTION q,®, EXIT LIGHT (W/ DIRECTION AS INDICATED) 10" INTERCOM SPEAKER ° SECTION/DETAIL DESIGNATION HOLE IN TILE FOR POWER POLE RECEPTACLE - 15A, 120V, 1 PHASE, 4-PLEX NEMA 5-15 4 + DRAWN ON SHEET NUMBER qt.f 0 REFERENCED ON SHEET NUMBER 0 MECHANICAL RECEPTACLE - 15A,120V, 1 PHASE, DUPLEX, NEMA 5-15' RECEPTACLE - 208V ITEMS DETAIL DESIGNATION DIAGRAMATIC ONLY -SEE MECHANICAL FOR ACTUAL DETAIL DESIGNATION FIXTURE TYPES. X SUPPLY AIR DIFFUSER DO� DRAWN ON SHEET NUMBER SUPPLY AIR DIFFUSER SECTION/DETAIL DESIGNATION Alak 6 RETURN AIR GRILLE MON MON DRAWN ON SHEET NUMBER CONTINUOUS EDGE DIFFUSER REFERENCED ON SHEET NUMBER 4• INTERIOR ELEVATION DESIGNATION SPRINKLER HEAD RECESSED ELEVATION DESIGNATION lall FIRE EXTINGUISHER CABINETEACH SURFACE MOUNTED VW DRAWN ON SHEET NUMBER FIRE EXTINGUISHER CABINET REFERENCED ON SHEET NUMBER HATCH SYMBOLS DIAGRAMATIC NORTH ARROW ONLY je,',' ' ' ' ' ' ' ' j ' ' ' 't BATT INSULATION )00( ROOM NUMBER RIGID INSULATION <XXXXX) DOOR NUMBER • '• 'd : • 4. .• • • • . " .:. • '. " ' ` CONCRETE . . •. •• '. ,, _, ; .- •FDN X-X'CEILING HEIGHT //��// MASONRY `�`r`:Zilr,'�',' �'} `; :`` ?“;:�'. e � GYPSUM BOARD WALL TYPE �',o',o GRAVEL +7.01T1T1T1T1T1T1T10+7,�t1TFIRESTOPPING 0EQUIPMENT TYPE ......1.1.1-..........1.1-.-�..-i y %\/���/��\4.�� .. EARTH 10270 RAISED ACCESS FLOOR (PLAN DESIGNATION) :•:•:•:•:•:•;•:•:•::::•:•::::•:•::•: : :::::::: : :::::::::: ......................................... .......................................... .......................................... ......................................... ......................................... .......................................... :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ............••••••••••••••••••••••••• ..................................... 09520 ACOUSTICAL WALL PANEL (ELEVATION DESIGNATION) 41 DLR Group ISSUE FOR CONSTRUCTION 06.28.17 O (ILI Architecture Engineering Planning Interiors SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A i ffailM r FA I'M 7” ® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN JB DATE 05.12.17 SUBTITLE SYMBOLS, ABBREVIATIONS & GENERAL NOTES CURRENT REVISION D332O5 01 SYMBOL A DATE 06.28.17 8086 ARCHITECT 44)9 CHECKED - 9-101.1 ADC HVAC UPGRADE 21406-W01969369 RAI/AF 10.25.13 SHEET G 1 ENGINEER TITLE ADC THERMOPLASTICS AFP BUILDING 09-101 ARCHITECTURAL MASTER DEV. CENTER, WA - RECORD DRAWING 21406-W01969369 RAI/AF AJC 11.20.14 — APPROVED BY DEPT. DATE ROBERT WASHINGTONNAN STATE OF -. CHECKED A ADC THERMOPLASTICS AFP D33205-01 DLR GROUP JB 06.28.17g? JOB N0. D33205-01 COMP N0. APPROVED DWG NO. 09-101-G1 APPROVED a /on /')n17 o•An•A l A A INCLUDED IN SET INCLUDED IN SET NCLUDED IN SET DRAWING NO. SHEET NO. DRAWING TITLE REV DATE DRAWING NO. SHEET NO. DRAWING TITLE REV DATE DRAWING NO. SHEET NO DRAWING TITLE GE\HAL STUCTUAL ELECTRICAL COVER SHEET 09-101-S2GG GENERAL STRUCTURAL NOTES O 09-101-E1 ELECTRICAL SYMBOLS & LEGEND SYMBOLS, ABBREVIATIONS & GENERAL NOTES DRAWING INDEX 09-101-1S92 09-101-1S93 09-101-1S95 09-101-1S96 FLOOR SLAB PLAN FLOOR SLAB PLAN FLOOR SLAB PLAN FLOOR SLAB PLAN 09-101-1E42 09-101-1 E43 09-101-1E45 09-101-1E46 LIGHTING LIGHTING LIGHTING LIGHTING 09-101-1A42R 09-101-1A43R 09-101-1A45R 09-101-1A46R 09-101-A470R 1A42R 1A43R 1A45R 1A46R A470R FLOOR PLAN FLOOR PLAN FLOOR PLAN 09-101-PT1 S92 09-101-PT1 S93 09-101-PT1 S95 09-101-PT1 S96 PT1 S92 PT1S93 PT1S95 PT1 S96 FLOOR FRAMING PLAN FLOOR FRAMING PLAN FLOOR FRAMING PLAN FLOOR FRAMING PLAN 09-101-1E92 09-101-1E93 09-101-1E95 09-101-1E96 1 E93 1E95 1E96 120V/208Y POWER 120V/208Y POWER 120V/208Y POWER 120V/208Y POWER 09-101-S242 STRUCTURAL FRAME ELEVATIONS FLOOR PLAN ENLARGED PLANS 09-101-TNM142R 09-101-TNM143R 09-101-TNM145R 09-101-TNM146R TNM142R TNM143R TNM145R TNM146R PLUMBING PLAN PLUMBING PLAN PLUMBING PLAN PLUMBING PLAN 09-101-S416 09-101-S417 09-101-S418 STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS 09-101-1E142 09-101-1E143 09-101-11E45 09-101-1E146 1E142 1E143 1E145 1E146 480Y/277V POWER 480Y/277V POWER 480Y/277V POWER 480Y/277V POWER ID 09-101-ES74 ES74 ONE LINE DIAGRAM - SUBSTATION 74 09-101-S459 FLOOR AND PLATFORM FRAMING PLAN 09-101-E556 09-101-E557 ENLARGED PLANS ENLARGED PLANS 09-101-1M142R 09-101-1M143R 09-101-1M145R 09-101-1M146R 09-101-M456R 1M142R 1 M 143R 1 M 145R 1 M 146R 1M456R PLUMBING PLAN PLUMBING PLAN PLUMBING PLAN PLUMBING PLAN O 09-101-E605 E605 LIGHT FIXTURE SCHEDULE ENLARGED PLANS AKHITECTUAL 09-101-1A01 EXITING PLAN 09-101-1A42 09-101-1A43 09-101-1A45 09-101-1A46 FLOOR PLAN FLOOR PLAN FLOOR PLAN FLOOR PLAN 09 -101 -MOA 09-101-M1V 09-101-PT1 M42 09-101-PT1 M43 09-101-PT1 M45 09-101-PT1M46 PT1M42 vECHA\ICAC/PLUv31\G MECHANICAL LEGENDS & ABBREVIATIONS MECHANICAL EQUIPMENT SCHEDULES DUCTWORK PT1M43 DUCTWORK PT1M45 PT1M46 DUCTWORK DUCTWORK 09-101-CWM96 CWM96 HVAC PIPING 09-101-PT1A42 09-101-PT1 A43 09-101-PT1A45 09-101-PT1 A46 PT1A42 FLOOR PLAN PT 1 A43 PT1A45 PT1A46 FLOOR PLAN FLOOR PLAN FLOOR PLAN 09 -101 -TNM 142 09 -101-TNM 143 09-101-TNM145 09-101-TNM146 TNM 142 PLUMBING TNM 143 TNM 145 PLUMBING PLUMBING TNM146 PLUMBING 09-101-1A312 09-101-1A313 09-101-1A315 09-101-1A316 1A312 1A313 1A315 1A316 REFLECTED CEILING PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN 09-101-1M142 09-101-1M143 09-101-1M144 09-101-1M145 09-101-1M146 PLUMBING PLUMBING PLUMBING PLUMBING PLUMBING EXTERIOR ELEVATIONS - NORTH & SOUTH 09-101-A110 09-101-A111 BUILDING SECTIONS BUILDING SECTIONS 09-101-1 M292 09-101-1M293 09-101-1M295 09-101-1M296 1M292 1M293 1M295 1M296 FIRE PROTECTION FIRE PROTECTION FIRE PROTECTION FIRE PROTECTION 09-101-A220 09-101-A221 WALL SECTIONS WALL SECTIONS 09-101-M323 CONTROL DIAGRAMS 09-101-A350 DOOR AND ROOM FINISH SCHEDULES 09-101-M456 09-101-M457 ENLARGED PLANS ENLARGED PLANS & DETAILS 09-101-A385 09-101-A386 INTERIOR ELEVATIONS INTERIOR ELEVATIONS 09-101-M508 SECTIONS & DETAILS 09-101-A470 09-101-A471 09-101-A472 ENLARGED PLANS & DETAILS ENLARGED PLANS & DETAILS ENLARGED PLANS & DETAILS 09-101-A606 09-101-A607 MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 0 ADC THERMOPLASTICS AFP D33205-01 DLR GROUP JB 06.28.17 0:11,,M1Mr•ff' 8086 ARCHITECT ROBERT HOF MAN STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DLR GROUP CHECKED DATE 05.12.17 DLR Group Architecture Engineering Planning Interiors ISSUE LEGEND NOT YET ISSUED 0 PREVIOUSLY ISSUED, NOT IN THIS ISSUE 0 IN THIS ISSUE ORIG A ORIGINAL ISSUE FOR PERMIT, BID, PROCUREMENT OR CONSTRUCTION DRAWING REVISION - SEE SPECIFIC DRAWING FOR NATURE OF REVISION REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila BUILDING DIVIiION RECEIVED CITY OF TUKWILA AUG 2 2017 PERMIT CENTER ISSUE FOR CONSTRUCTION 06.28.17 SUBTITLE DRAWING INDEX CURRENT REVISION SYMBOL° SIG DATE 06.28.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET G2 JOB NO. D33205-01 COMP NO. DWG NO. 09-101-G2 c. a 1" PUMPED WASTE(ABANDONED) 1"HPC 6" HARD VACUUM II & 4" VAC I "CA 4" AIR & VAC UP (FOR CONT. SEE 9-101-1M 147 TUNNEL TNM137 L TNM500 HPS r J L--- -- 2"SAN I 11-67i I I =I "LC LiJ c - 3"V TNM142 TNM502 TNM142 1" PUMPED WASTE (ABANDONED) VA0 WO TNM5 r 2" CA �- - 2" VA II LTh/ r/ `/ 1 •/ TUNNEL PLUMBING & PIPING DETAIL TNM142 TNM501 1/ TWO 1 "0 VACUUM LINES w/2"X2"X1" TEES IN THE 2"0 LINE. SEE DWG. 1M145 FOR THE PIPING CONTINUATION. :/ '/ '/ 2 (TYP 8 PLACES) TNM142 TNM502 4" SAN 6" HARD VACUUM 1 VAC -II -13 VAC 11 4” VAC 1 4" CA LINE ANCHOR (TYP 3) 2" VAC II �/ ./ \ or--- " CA TWO 1"0 COMPRESSED AIR LINES W\2"X2"X1" TEES IN THE 2"0 LINE. SEE DWG. 1M145 : YOR THE) PIPING CONTINVAPION. 1"CA UP 1 "VAC UP " VAC II '/ 2" VAC II �/ 1"VAC UP 1"CA UP 2"SAN A TUNNEL If TRENCH -1"S. (TYP) 1"VAC UP 1"VAC UP TWO 1''0 VACUUM LINES'w/2"X2"X1" FEES IN THE 2"0 LINE. SEE DWG. 1M145 FOR THE PIPING CONTINUATION. TWO 1"0 COMPRESSED AIR LINES W\2"X2"X1" TEES IN THE 2"0 LINE. SEE DWG. 1M145 FOR THE PIPING CONTINUATION. 1-\ ,/ �/ './ TWO 1"0 VACUUM LINES w/2"X2"X1" TEES IN THE 2"0 LINE. SEE DWG. 1M142 FOR THE PIPING CONTINUATION. TWO 1:0 VACUUM LINES_ w/2"X2"X1 "_TEES \ IN THE -)2"0 LINE. SEE 'Bk. 1M142 (FSR THE PIPING CONTINUATION. `/ ./ 1 '_/ 2" VAC I DLR Group Architecture Engineering Planning Interiors (- LINOVECTOR ELEMENT 8'x11"C-44-40 W/CX COVER (TYP 4) 11" SFCA COMPENSATOR (TYP 4) " CD IPC WC " CA ( s. VAC -I-12 VAC 1 VAC -II -12 VAC II CA -22 CD AIR 21 4" SAN 6" HARD VACUUM II 4" VAC I CA LINE `/ 21.5 TNM142R M456R TNM 143' TNM145R TNM 146R REMOVAL ISSUE FOR CONSTRUCTION 06.28.17 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE gi...Lff0.A.,Mv ® lu: A DRAWING FIELD VERIFIED Sc UPDATED S.RUDELL R.SQUIRES 10.11.07 F ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.28.17 B DESIGN UTILITIES FOR CTLM #5/6 11870746 M.WONG RWS 05.31.11 C INSTALL POWER N INSTRUMENT VACUUM T.5-22 9-101 W1563890 SAZAN/SS 04.19.13 D 777 FLIPPER CELL 80 FT PANEL ONLOAD W16160449 CEI MS 05.23.14 E RELOCATE (2) XTSB TABLES W4346634 M.WONG 04.18.16 .127 2017 12:31 PM ACCEPTABI LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. DATE 06.28.17 APPROVED BY DEPT. DATE CHECKED ENGINEER CHECKED APPROVED APPROVED -FES \CE D AWI \GJ TIFF 109 -101B -4607—M1 PLUMBING UNDERGROUND PLAN TIFF 109 -101B -4672—M1 PRODUCTION AREA FLOOR PLAN 9-101—M313 CA Sc VAC. FLOW DIAGRAMS 9-101—TNM137 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101—TN M143 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101—TNM145 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101—TNM500 TUNNEL 9-101—TNM501 TUNNEL 9-101 —TNM502 TUNNEL 9-101—CWM 147 EAST AN SEPARATE SUBTITLE PERMIT AND APPROVAL REQUIRED TITLE MECHANICAL MASTER 1 1 E 4 PLAN, SECTIONS & DETAILS 4 PLAN, SECTIONS & DETAILS 4 PLAN, SECTIONS & DETAILS X CATWALK PLUMBING PLAN PLUMBING ASC THERMOPLASTICS AFP BUILDING 9-101.1 COL. S -W/21-22 L -G A CD PC HPC LPC STM H PS G CW HW PW ---STS--- --RWLVAC SAN D CLWS CLWR HWC V EG LN2 IWP JU' EXPANSION JOINT / PIPE GUIDE X PIPE ANCHOR COMPRESSED AIR CONDENSATE PUMPED CONDENSATE HIGH PRESSURE CONDENSATE LOW PRESSURE CONDENSATE STEAM PIPING HIGH PRESSURE STEAM GAS DOMESTIC COLD WATER DOMESTIC HOT WATER SUPPLY PROCESS WATER STORM SEWER RAIN WATER LEADER PROCESS VACUUM (VAC 1 &2) SANITARY SEWER DRAIN COOLING WATER SUPPLY COOLING WATER RETURN DOMESTIC HOT CIRCULATING WATER VENT ETHYLENE GLYCOL HYDRAULIC SUPPLY HYDRAULIC RETURN HYDRAULIC DUMP LIQUEFIED NITROGEN INDUSTRIAL WASTE PUMPED G.\PAL \OTES 1. COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE—SPECIFIC PREFERENCES: PIPE: ASTM B-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. FOR CA: 2-1/2" OR LARGER: TYPE L COPPER ROLL—GROOVED FITTINGS AND DUCTILE IRON ROLL—GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. FOR VAC: 2-1/2" OR LARGER: TYPE L COPPER SEE NOTE #5. VALVES: 2" AND SMALLER: BRONZE TWO—PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER—LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211xx 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. TESTING OF THE NEW VACUUM PIPING SHALL USE THE BUILDING VACUUM SYSTEM AND ISOLATE THE NEW PIPING FOR 1 HOUR. THERE SHALL BE NO NOTICEABLE VACUUM LOSS BY LOOKING AT THE VACUUM GAUGE. 3. COORDINATE COMPRESSED AIR PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. 4. PROVIDE PIPE LABELS AND FLOW ARROWS FOR ALL NEW PIPING. 5. FOR 2-1/2" OR LARGER VACUUM, USE VICTUALIC FLUSHSEAL GASKET. CO\STUCTIO N QCT =S TT T TNM110 TNM111 TNM112 TNM113 TNM114 TNM115 TNM116 TNM117 TNM118 TNM119 TNM120 TNM121 TNM122 TNM123 TNM124 TNM125 TNM126 TNM127 TNM128 TNM129 TNM130 TNM131 TNM132 TNM133 4NM134 TNM135 TNM136 TNM137 ITNM138 TNM139 TNM 140 I1oii4 DEV. CENTER, WA TNM141 ///,,J F F) TNM144C1TXAU z : 70114 PERMI. CENTER KEY PLAN SCALE: NONE CURRENT REVISION D33205-01 SYMBOL 19 20 21 22 DATE 06.28.17 SHEET TNM142R JOB NO. D33205-01 COMP NO. DWG NO. 09-101.1-TNM142 0 N v 3 ca aA/ TUNNEL # TUNNEL------_� JONNEL # �Z 2"SAN (TYP 8 PLACES) T M143 TNM502 1i" SFCA COMPENSATOR TNM143 TNM503 (TYP 3) l TUNNEL 4"1 VAC arm FD 1"A_ - LINOVECTOR ELEMENT 8'x11"C-44-40 W/CX COVER (TYP 4) \V A VAC i" CW 2" CA 2" HARD VACUUM II CW 3/8"A (1) 3/8"VAC (1) 11 NM143 1"A TNM143 TNM502 TNM142R M456R TNM143 TNM 145R TNM146R 2 TNM143 M605 I " 1 TNM143 M605 1" CA LINE UP 1" VAC. LINE UP 1" PUMPED WASTE (ABANDONED) 4" SAN VAC cw 6" HARD VACUUM II 4" VAC I 4" CA LINE 3/8"A (1) 3/8"VAC (1) (SIMILAR) TNM143 TNM502 1 }"LPC +1=7.31 - VAC I cw 2"SAN ---�`' SEE DWG. TNM138 FOR CONTINUATION ANCHOR (TYP 5) 11"LPC 6" CA LINE CA -18 VAC -II -13 r VAC -I-16 6" HARD I [Q C N L_ L 11 A 1\1v1503[TNM143 ENLARGED TUNNEL PARTIAL PLAN 1 TNM143 TNM502 & TNM138" 1"CW UP TO EWC-1 6" VAC II UP 4" VAC I UP 4" CA UP, 1/2" C.W. UP 0 SUMP BELOW 2" CA 2" HARD VACUUM II 2"X2"X1" VAC TIE—IN 2"X2"X1" CA TIE—IN I3/8"A(1)� 3/8"VAC (1) (SIMILAR) TNM143 TNM502 PARTIAL PLAN VIEW SCALE: 1/8" = 1'-0" UP TO UTILITY OUTLET (TYP) �j— TRENCH (TYP) PUMP MOTOR CONTROL PNL.} TNM143 TNM503 ENLARGED TUNNEL PARTIAL PLAN r(E)4" �* P-51 A 4" PUMPED SAN. P -51B_ DLR Group Architecture Engineering Planning Interiors MIS - 6(14 SYM REVISION T� BY APPROVED DATE 1 SYM REVISION BY APPROVED DATE i i! I 0 i i • Ms "E ZAN r ( 9 u: — DRAWING FIELD VERIFIED &. UPDATED TNM123 S.RUDELL R.SQUIRES 10.11.07 TNM127 TNM128 TNM129 TNM130 A DC FREEZER ADDITION J#16262 WH MBL 04.12.13 TNM136 TNM137 TNM138 _FI/H TA1111 'in I Him I JO — DC FREEZER ADDITION — RECORD DRAWING J#16262 WH MBL 05.07.14 4 TNM145 TNM146 . . . . .. B ADC THERMOPLASTIC AFP D33205-01 DLR GROUP CN 06.28.17 27201712:31 PM ACC EPTABI LITY THIS DESIGN AND/OR SPEC..IFICATIIIN IS APPROVED DRAWN GUIDE R. r C REMOVAL ISSUE FOR CONSTRUCTION 06.28.17 DATE 06.28.17 CHECKED SUBTITLE PLUMBING PePARArE APp Mir, REQU�VAL R LEGEND: A CW D LPC HW - PW - IWP V RWL - SAN VAC e c \PAL UUMt'I' hS5hU AIFt DOMESTIC COLD WATER DRAIN LOW PRESSURE CONDENSATE DOMESTIC HOT WATER SUPPLY PROCESS WATER INDUSTRIAL WASTE PUMPED VENT RAIN WATER LEADER SANITARY WASTE PROCESS VACUUM (VAC I&II) SIMPLEX AIR OUTLET \CT -S BURIED COMPRESSED AIR PIPING: 2 1/2" & LARGER — SCH 40, BLACK CARBON STEEL WITH WELDED FITTINGS. 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. 'EFEE\ CE D AWI\GS TIFF 109 -101B -4607—M1 PLUMBING UNDERGROUND PLAN TIFF 109-1018-4735—M1 TRENCH PIPING TIFF 109 -101B -4672—M1 PRODUCTION AREA FLOOR PLAN 9-101—M313 CA & VAC. FLOW DIAGRAMS 9-101—TNM138 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101—TNM142 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101—TNM146 TUNNEL PARTIAL PIPING PLUMBING PLAN 9-101—TNM503 TUNNEL #14 PLAN, SECTIONS & DETAILS CO\STI CT10\ \OTES F / z,V T T T T� TNM110 TNM111 TNM112 TNM114 TNM114 TNM115 TNM116 TNM117 TNM118 TNM11€ TNM120 TNM121 TNM122 TNM123 TNM124 TNM125 TNM126 TNM127 TNM128 TNM129 TNM130 TNM131 TNM132 TNM133 TNM134 TNM135 TNM136 TNM137 TNM138 _FI/H TA1111 'in I Him I JO T\"14 An I !NM ViiJ TAIA11 A 1 I nM IT U TI"11 An 114 '' 1i (, �4 I IYM I YJ' ///// TNM1 lam. 4 TNM145 TNM146 KEY PLAN SCALE NONE 0 8 —O 16 SCALE: 1/8" = CURRENT REVISION SYMBOL ( ;ITY OF TUKWILA AUG 232017 PERMIT CENTER D33205-01 3 DATE 06.28.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTIC AFP BUILDING 9-101.1 MECHANICAL MASTER COL. W -Z/21-22 SITE SHEET TNM143R JOB NO. COMP NO. DWG NO. 9-101.1-TNM143 0 i C) 0 Ci • 1) T PARTIAL PLA\ VI SCALE: 1/8" = 1'-0" -W SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A COMP. AIR TO SLITTER MACHINE 56640800 HARR 6/21/06 DRAWING FIELD VERIFIED Sc UPDATED S.RUDELL S.SQUIRES 10.11.07 B DESIGN UTILITIES FOR CTLM #5/6 11870746 M.WONG RWS 05.31.11 C 777 FLIPPER CELL 80 FT PANEL ONLOAD W16160449 CEI MS 05.23.14 D ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.28.17 F-E\C DRAWI\GS DLR Group Architecture Engineering Planning Interiors TNM142RIM456R TNM143 TNM145R TNM146R TIFF 109 -101B -4607—M1 PLUMBING UNDERGROUND PLAN 9-101—M313 CA & VAC. FLOW DIAGRAMS 9-101—TNM142 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101—TNM146 TUNNEL PARTIAL PIPING PLUMBING PLAN 9-101—TNM501 TUNNEL #14 PLAN, SECTIONS & DETAILS un 27 2017 12:31 PM - rt ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN GUIDE R. REMOVAL ISSUE FOR CONSTRUCTIO 06.28.17 DATE 06.28.17 CHECKED P�RARArE ,IPPR©y Nn SUBR QUIRED PLUMBING LEGE\D A COMPRESSED AIR CD CONDENSATE PC PUMPED CONDENSATE HPC HIGH PRESSURE CONDENSATE LPC LOW PRESSURE CONDENSATE STM STEAM PIPING HPS HIGH PRESSURE STEAM G GAS CW DOMESTIC COLD WATER HW DOMESTIC HOT WATER SUPPLY PW PROCESS WATER STS STORM SEWER RWL RAIN WATER LEADER VAC PROCESS VACUUM (VAC 1&2) SAN SANITARY SEWER D DRAIN CLWS COOLING WATER SUPPLY CLWR COOLING WATER RETURN HWC DOMESTIC HOT CIRCULATING WATER V VENT EG ETHYLENE GLYCOL HYDRAULIC SUPPLY HYDRAULIC RETURN HYDRAULIC DUMP LN2 LIQUEFIED NITROGEN IWP INDUSTRIAL WASTE PUMPED EXPANSION JOINT / PIPE GUIDE X PIPE ANCHOR GE\RAL \CT Is 1. COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE—SPECIFIC PREFERENCES: PIPE: ASTM 8-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. FOR CA: 2-1/2" OR LARGER: TYPE L COPPER ROLL—GROOVED FITTINGS AND DUCTILE IRON ROLL—GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. FOR VAC: 2-1/2" OR LARGER: TYPE L COPPER SEE NOTE #5. VALVES: 2" AND SMALLER: BRONZE TWO—PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER—LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211xx 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. TESTING OF THE NEW VACUUM PIPING SHALL USE THE BUILDING VACUUM SYSTEM AND ISOLATE THE NEW PIPING FOR 1 HOUR. THERE SHALL BE NO NOTICEABLE VACUUM LOSS BY LOOKING AT THE VACUUM GAUGE. 3. COORDINATE COMPRESSED AIR PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. 4. PROVIDE PIPE LABELS AND FLOW ARROWS FOR ALL NEW PIPING. 5. FOR 2-1/2" OR LARGER VACUUM, USE VICTUALIC FLUSHSEAL GASKET. CO\ S-RUCTIC\ \OTES TNM110 TNM111 TNM112 TNM113 TNM114 TNM115 TNM116 TNM117 TNM118 TNM119 TNM120 TNM121 TNM122 TNM123 TNM124 TNM125 TNM126 TNM127 --1NM128 TNM129 . V I� 4NM134 TNM130 TNM135 TNM131 TNM136 TNM132 TNM137 TNM133 TNM138 TNM139 TNM 140 TNM141 TNM142 TNM143 '/7///// TNM1144/TNI ; P�; KEY P -AN SCALE: NONE CURRENT REVISION D33205-01 SYMBOL 11141046 U -KW FLA AUG 2 3 2017 CENTER DATE 06.28.17 ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 9-101.1 MECHANICAL MASTER COL. S -W/22-23 DEV. CENTER, WA SHEET TNM145R 23 0 JOB NO. COMP NO. DWG NO. 09-101-TNM145 O 2" VAC 2" CA 2" VAC 2" 2" CA 2" VAC CA --�-- 2" VAC (2" CA ��\ 1"CA UP 1 "VAC U' • ,..-- I 1 1 P.O.C. (,:; (_ ; - - rI , r- (,'; C; (_1 ( J .. ;: p _ , - - - i r i ;; (--' ('-‘1 - - . �; i ) i .% L (? C; �,' ,4i k5' _ — 0 ,; - - - , TRENCH PIPING DETAIL ! © I i-- TNM145 TNM501 P.O.C. 10 ' , I - _ ; >'HI _• ; ` 1 VAC UP 1"CA UPrz- =; r~, r;1 , r„r ,CA P.O.C. P.O.C. •, , I „Cr P. , I , r rr .C. 1 r. - r . " ® 2VAC-----� 1 Ss ` a,, o P.O.C. 1, (; (_; C;; (-% ' '' 1 "VAS I1 ! (- ; (; (, (: i (i ;; I A (;i ( ------ - = Q an, ; (:;; (,i (_;; (_;; 1'VAC j . ! "CA TRENCH (TYP) 1 "VAC U' 1"CA UP 1 C UP tnVAC UPS__% C_% (_:; (? (_ % L is ,ICA i 1 I I I- - -e-,— (; i-> (_-; ;> ( 1---- J 1 ! — (- ( L • #..--- 1/2" BLK STL PIPE ON FLOOR SLITTER Lc) 10 VAC 3 ABANDONED I I (;; ; ;; (_:' (_� (_ i C_% � J 8" SD U' C.O. AT FLOOR 1 i_., (_:% ,_. 1 n� I i (_;; (_ i --�I _ ? (, i (_.% '.-) 1 ;� ;� ; C r C i j (;i --[;cjl _ . ; (-,; c ;; I C ; (.; — :_ i ;_; - - - - Ci (;) L u C; TO 10" SD 5'-0" 1 (, C L_,, (;; BELOW F.F. SEE L J DWG C-3 FOR ('CMTIAl11STim ( ;; (i L i r) i ^, (D(; J _ L' ' J 1 1 / PARTIAL PLA\ VI SCALE: 1/8" = 1'-0" -W SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A COMP. AIR TO SLITTER MACHINE 56640800 HARR 6/21/06 DRAWING FIELD VERIFIED Sc UPDATED S.RUDELL S.SQUIRES 10.11.07 B DESIGN UTILITIES FOR CTLM #5/6 11870746 M.WONG RWS 05.31.11 C 777 FLIPPER CELL 80 FT PANEL ONLOAD W16160449 CEI MS 05.23.14 D ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.28.17 F-E\C DRAWI\GS DLR Group Architecture Engineering Planning Interiors TNM142RIM456R TNM143 TNM145R TNM146R TIFF 109 -101B -4607—M1 PLUMBING UNDERGROUND PLAN 9-101—M313 CA & VAC. FLOW DIAGRAMS 9-101—TNM142 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101—TNM146 TUNNEL PARTIAL PIPING PLUMBING PLAN 9-101—TNM501 TUNNEL #14 PLAN, SECTIONS & DETAILS un 27 2017 12:31 PM - rt ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN GUIDE R. REMOVAL ISSUE FOR CONSTRUCTIO 06.28.17 DATE 06.28.17 CHECKED P�RARArE ,IPPR©y Nn SUBR QUIRED PLUMBING LEGE\D A COMPRESSED AIR CD CONDENSATE PC PUMPED CONDENSATE HPC HIGH PRESSURE CONDENSATE LPC LOW PRESSURE CONDENSATE STM STEAM PIPING HPS HIGH PRESSURE STEAM G GAS CW DOMESTIC COLD WATER HW DOMESTIC HOT WATER SUPPLY PW PROCESS WATER STS STORM SEWER RWL RAIN WATER LEADER VAC PROCESS VACUUM (VAC 1&2) SAN SANITARY SEWER D DRAIN CLWS COOLING WATER SUPPLY CLWR COOLING WATER RETURN HWC DOMESTIC HOT CIRCULATING WATER V VENT EG ETHYLENE GLYCOL HYDRAULIC SUPPLY HYDRAULIC RETURN HYDRAULIC DUMP LN2 LIQUEFIED NITROGEN IWP INDUSTRIAL WASTE PUMPED EXPANSION JOINT / PIPE GUIDE X PIPE ANCHOR GE\RAL \CT Is 1. COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE—SPECIFIC PREFERENCES: PIPE: ASTM 8-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. FOR CA: 2-1/2" OR LARGER: TYPE L COPPER ROLL—GROOVED FITTINGS AND DUCTILE IRON ROLL—GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. FOR VAC: 2-1/2" OR LARGER: TYPE L COPPER SEE NOTE #5. VALVES: 2" AND SMALLER: BRONZE TWO—PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER—LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211xx 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. TESTING OF THE NEW VACUUM PIPING SHALL USE THE BUILDING VACUUM SYSTEM AND ISOLATE THE NEW PIPING FOR 1 HOUR. THERE SHALL BE NO NOTICEABLE VACUUM LOSS BY LOOKING AT THE VACUUM GAUGE. 3. COORDINATE COMPRESSED AIR PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. 4. PROVIDE PIPE LABELS AND FLOW ARROWS FOR ALL NEW PIPING. 5. FOR 2-1/2" OR LARGER VACUUM, USE VICTUALIC FLUSHSEAL GASKET. CO\ S-RUCTIC\ \OTES TNM110 TNM111 TNM112 TNM113 TNM114 TNM115 TNM116 TNM117 TNM118 TNM119 TNM120 TNM121 TNM122 TNM123 TNM124 TNM125 TNM126 TNM127 --1NM128 TNM129 . V I� 4NM134 TNM130 TNM135 TNM131 TNM136 TNM132 TNM137 TNM133 TNM138 TNM139 TNM 140 TNM141 TNM142 TNM143 '/7///// TNM1144/TNI ; P�; KEY P -AN SCALE: NONE CURRENT REVISION D33205-01 SYMBOL 11141046 U -KW FLA AUG 2 3 2017 CENTER DATE 06.28.17 ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 9-101.1 MECHANICAL MASTER COL. S -W/22-23 DEV. CENTER, WA SHEET TNM145R 23 0 JOB NO. COMP NO. DWG NO. 09-101-TNM145 2" CA /7 " CW 2" VAC II 1i 3/8"A (1) 3/8"VAC (1) y TNM146 TNM502 .5/SA(1) -) 3/8"VAC (1) ) TNM146 TNM502 X3/8"A (1) 3 8"VAC 1 TNM146 TNM502 -- TRENCH (TYP) x\3/8"VAC (1) TNM 146 TNM502 D. )2" CW UP ': W/HOSE BIB & VAC BREAKER 2" VAC II UP —�� Ho_ ... 2" CA UP 2" VAC II 1" CA 2" CA 3/4" CW "A (1)O © (SIMILAR) 3 8"VAC 1 3/8/ �TNM146 TNM502 UP TO UTILITY OUTLET (T)/P) 2" VAC II UP 1" CA--'` - TO 10" SD 5-0" BELOW F.F. SEE DWG C-3 FOR CONTINUATION PARTIAL PLA\ VIEW SCALE: 1/8" = 1'-0" - r3/8"A (1) 3/8"VAC (1) (SIMILAR) TNM146 TNM502 4K] (3/8"A (1) \3/8"VAC(1); (SIMILAR) TNM146 TNM502 (3/8»A (1) 3/8"VAC (1) ; (SIMILAR) TNM 146 TNM502 SZ Q re. re - HSI 3/4" CW 1" CW 3/4" C 1" VAC dEk\aci d`ddC SCE DWG 1 v1146 FOR CONTINUATION (TYPICAL) REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ADD POWER, AIR HK VACUUM J#546111-00 C.HARRAH RWS 06.08.04 D FLIPPER TOOL VAC SUPPLY W016154470 RDS RDS 5-8-14 RELOCATE DEV -TEST - IFC WH_11047.006 WH JDM 06.23.11 E ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.28.17 REDLINES CD07 11047.006 NC WH GV 09.05.12 ADC WH GV 04.01.13 RECORD SET gia.„00:Erzw," DLR Group Architecture Engineering Planning Interiors MIS- 6 1N Jun 27 2017 6:04 PM ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. LEG \D A CW D G HW PW IWP V RWL SAN VAC REMOVAL ISSUE FOR CONSTRUCTION 06.28.17 DATE 06.28.17 CHECKED pARATF Appc?QT AN© SUBTITLE R x°1c/11/ L PLUMBING GE\ COMPRESSED AIR DOMESTIC COLD WATER DRAIN GAS DOMESTIC HOT WATER SUPPLY PROCESS WATER INDUSTRIAL WASTE PUMPED VENT RAIN WATER LEADER SANITARY WASTE PROCESS VACUUM RAL CT IS EFE.E\ C AWI\ GS TIFF 109 -101B -4607-M1 PLUMBING UNDERGROUND PLAN TIFF 109 -101B -4738-M1 PLUMBING UNDERGROUND PLAN 9-101-M313 CA & VAC. FLOW DIAGRAMS 9-101-TNM143 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9 -101 -TNM 145 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101-1M146 1ST FLOOR PIPING PLAN CO\SRUCTIO\ \OTES / V T T T T_, TNM110 TNM111 TNM112 TNM113 TNM114 TNM115 TNM116 TNM117 TNM118 TNM119 TNM120 TNM121 TNM122 TNM123 TNM124 TNM125 TNM126 TNM127 TNM128 TNM129 TNM130 TNM131 TNM132 TNM133 TNM134 TNM135 TNM136 TNM137 TNM138 TNM139 TNM140 TNM141 TNM142 RE,, TNM143 a TNM144 Q1 Vr� ,ED 0' f' ' WI KEY PLAN SCALE: NONE 4' 0 UG 2 3 2017 IT CENTER 16 SCALE: 1/8 '=1 -0" CURRENT REVISION D33205-01 SYMBOL E DATE 06.28.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101.1 COL. W -Z/22-23 DEV. CENTER, WA SHEET TNM146R JOB NO. W016154470 COMP NO. DWG NO. 9-101.1-TNM146R LC C a r f`DI 1AIf`Atlf1DA1 FOR CONT. SEE DWG. CWM147 CA DN. TO TUNNEL FOR CONT. SEE DWG. 9 -101 -TNM 142 r 1J r--1 I I L --J L L FREEZER WALK-IN BEHC 31-073261 8557002 11 11 11 11 11 11 1f--� II II 11 11 If --fl 11 11 11 11 11 11 --11 31 II 11 u u 11 11 11 11 11 II 11 11 11 11 11 II -- fl 11 11 11 11 11 11 -- fl 11 11 II II 11 11 Il --fl 11 11 II 11 II II 1f --+I II II 11 11 11 11 µ--H II 11 11 tf -- fl 11 11 11 11 11 11 1f --fl 11 11 11 11 II II tf--� II II II II 11 11 µ--ti 11 11 11 11 .I. 1"CA UP W/ Y"&3/"AIR OUTLETS 1"VAC UP W/ 4 VAC OUTLET M532 r---1 I I L --J Il 11 R--41 11 11 11 11 1" VAC DOWN TO 2 DETAIL 1"V 4V ;C UP W/ AC OUTLETS 14UPW/ Y2' & 3" AIR OUT1LETS 1"VAC UP W/ 4 VAC OUTLETS 1"VAC UP L DLR Group Architecture Engineering Planning Interiors 11 11 11 11 11 II 11 11 11 11 II 11 If--� 11 11 11 11 11 IF --fi 11 11 if --II II 11 II 11 II 11 If -- Il 11 11 II II 11 11 tf--I1 11 11 11 11 11 11 If — — ii 11 11 II 11 --II II El 11 11 11 If -- fl II 11 II 11 II 11 -- fl II 11 II 11 II II If -- fI 11 11 II II L --J „--1/2" REMOVAL LEGE\ A CW D G HW PW PHW PHWC IWP V RWL SAN VAC PSAN STS CD 8 0 GE\ SAL COMPRESSED AIR, DOMESTIC COLD WATER DRAIN GAS DOMESTIC HOT WATER SUPPLY PROCESS WATER PROCESS HOT WATER PROCESS HOT WATER CIRCULATING INDUSTRIAL WASTE PUMPED VENT RAIN WATER LEADER SANITARY WASTE VACUUM PUMPED SANITARY WASTE STORM SEWER, RAIN WATER LEADER CONDENSATE DRAIN DUPLEX COMPRESSED AIR OUTLET SIMPLEX PROCESS VACUUM OUTLET DUPLEX PROCESS VACUUM OUTLET \OTIS COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE-SPECIFIC PREFERENCES: PIPE: ASTM B-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. FOR CA: 2-1/2" OR LARGER: TYPE L COPPER ROLL -GROOVED FITTINGS AND DUCTILE IRON ROLL -GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. FOR VAC: 2-1/2" OR LARGER: TYPE L COPPER SEE NOTE #5. VALVES: 2" AND SMALLER: BRONZE TWO-PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER -LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211xx 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. TESTING OF THE NEW VACUUM PIPING SHALL USE THE BUILDING VACUUM SYSTEM AND ISOLATE THE NEW PIPING FOR 1 HOUR. THERE SHALL BE NO NOTICEABLE VACUUM LOSS BY LOOKING AT THE VACUUM GAUGE. 3. COORDINATE COMPRESSED AIR PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. 4. PROVIDE PIPE LABELS AND FLOW ARROWS FOR ALL NEW PIPING. 5. FOR 2-1/2" OR LARGER VACUUM, USE VICTUALIC FLUSHSEAL GASKET. CO\STUCTIO\ \OTES MI�} -bll�l ISSUE FOR CONSTRUCTION 06.28.17 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A 6545 - DISASSEMBLE CTLM 10146725 M.WONG RWS 01.15.10 F RELOCATE (2) XTSB TABLES W4346634 M.WONG 04.19.16 B DESIGN UTILITIES FOR CTLM #5/6 11870746 M.WONG RWS 05.31.11 G ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.28.17 C INSTALL POWER N INSTRUMENT VACUUM T.5-22 9-101 W1563890 SAZAN/SS 04.19.13 D REMOVE FREEZER W2502518 HARR 03/06/14 E 777 FLIPPER CELL 80 FT PANEL ONLOAD W16160449 CEI MS 05.23.14 gl....ms,Erzwtt) Jun 27 2017 6:03 PM ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN GUIDE R. CHECKED ENGINEER DATE 06.28.17 CHECKED APPROVED APPROVED EFE E\CE DAWI \GS TIFF 109-1018-4632-M1 TRUSS SPACE PLUMBING 109-101-CWM147 EAST ANNEX CATWALK PLUMBING PLAN 109-101-TNM142 TUNNEL #14 PIPING/PLUMBING PLAN it"9/14%.4. SUBTITL� J 4'a TITLE MECHANICAL MASTER PLUMBING C THERMOPLASTICS AFP BUILDING 9-101.1 COL. S -W/21-22 0m / T T T T� 1M110 1M111 1M112 1M113 1M114 1M115 1M116 1M117 1M118 1M119 1M120 1M121 - 1M122 1M123 1M124 1M125 1M126 1M127 I 1M128 1M129 1M130 1M131 1M132 1M133 I 1M134 1M135 1M136 1M137 1M138 1M139 1M140 1M141 1M1742 /.. 1M143 ED 1 MT44CITXNQF5TU K1vfl+{tL DEV. CENTER, WA 9-101 KEY PLAN AUG PERMI CURRENT REVISION D33205-01 SYMBOL 2017 TER 06.28.17 DATE 22 23 SHEET 1M142R JOB NO. W2502518 COMP NO. DWG NO. 09-101-1M142 a c 1 /2"CA 1M143 M630 N-1 /2 "CA 1M143 M630 FOR CONTINUATION SEE SHEET 1M138 1M142R M456R 1M 143 1 M 145R 1M146R 1 /2"CA 1M143 M630 U 1 /2"CA-/ 1M143 M630 UTILITY HATCH FOR 1" AIR OUTLET IN TRENCH, SEE 1M143 M605 1 1/2"VAC 1M143 M630 UTILITY HATCH N-1/2"cA 1M143 M630 1 /2"CA 1M143 M630 UTILITY HATCH UTILITY HATCH (TYP) 1M143 TNM502 FOR 1" AIR OUTLET IN TRENCH, SEE 1M143 M605 FOR CONTINUATION SEE SHEET 1M146 L DLR Group Architecture Engineering Planning Interiors Fr- L- i 2"VAC 2"A 4"A, 4"VAC I & 6"VAC II DOWN TO THE TRENCH, FOR CONT. SEE DWG. TNM 143 & DWG. C i M147 FOR TRUSS LOCATION -1-4"A TO MFC, SEE M553 1"A WITH BALL VALVE 1"CW DN, I PROVIDE 1" BALL VALVE 48" AFF 00 a w w w w E 2"A E 2 "VAC 2"VAC REMOVAL FOR CONTINUATION ISSUE FOR CONSTRUCTION 06.28.17 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE RELOCATED CA, VAC I&II TO DWG. CWM 147 S.RUDELL 02.12.08 D RELOCATE (2) XTSB TABLES W4346634 M.WONG 04.19.16 A RELOCATE SEALAUNCH 11670978 M.WONG RWS 03.29.11 E ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.28.17 B DC FREEZER ADDITION J#16262 WH MBL 04.12.13 DC FREEZER ADDITION - RECORD DRAWING J#16262 WH MBL 05.07.14 C OPF-CAF CELLS W3266018 EISI M.WONG 02.24.15 lun 27 2017 6:03 I'M. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. -s 1 "CW 12" SEISMIC LOOP (TYP) 21.5 GE\ L-GE\D A COMPRESSED AIR VAC PROCESS VACUUM CW COLD WATER SAL \OTES 1. COMPRESSED AIR AND VACUUM PIPING SHALL BE: COPPER, TYPE L, HARD DRAWN, SEAMLESS, ASTM B88. SUPPORT PIPE EVERY 8'-0" 0.C. 2, ALL PIPE FITTINGS OTHER THAN CONNECTIONS AT BUTTERFLY VALVES SHALL BE: COPPER, PRESS FITTINGS, EPDM SEALS, MATERIALS SHALL COMPLY TO ASTM B16.22 AND PERFORMANCE CRITERIA SHALL COMPLY TO IAPMO PS 117. 3, PIPE FITTINGS AT CONNECTIONS TO BUTTERFLY VALVES SHALL BE: VICTAULIC DUCTILE IRON GROOVED PIPE COUPLINGS, STYLE 75, MATERIALS SHALL COMPLY TO ASTM A 395 AND ASTM A 536, AND BE UL LISTED. 4. VALVES SMALLER THAN 2-1/2" SHALL BE: BRONZE TWO-PIECE BALL VALVE, THREADED END. WATTS B6000 LH SERIES. PROVIDE WITH THREADED ADAPTER FITTINGS. 5. VALVES 2-1/2" AND LARGER SHALL BE: VICTAULIC VIC-300 MASTERSEAL CARBON STEEL BUTTERFLY VALVE, GROOVED END BODY, LEVER LOCK HANDLE, NITRILE SEATS. 6. PIPE ROUTING SHOWN ON DRAWINGS IS DIAGRAMMATIC AND SUBJECT IO REQUIREMENTS OF ACTUAL FIELD CONDITIONS. ALL NEW PIPING AND COMPONENTS SHALL BE LOCATED TO PREVENT INTERFERENCE WITH ACCESS TO AND MAINTENANCE OF EXISTING EQUIPMENT AND COMPONENTS. 7. PIPING IS SUBJECT TO FIELD CONDITIONS. COORDINATE EXACT LOCATIONS WITH BOEING AFTER PLACEMENT OF ASSOCIATED EQUIPMENT. 8. CAP COMPRESSED AIR PIPING INSTALLED AS PART OF THIS JOB, AND USING A 0-200 PSIG PRESSURE GAUGE, CONDUCT A STATIC PRESSURE TEST AT 150 PSIG FOR 2 HOURS WITH NO NOTICEABLE DROP IN PRESSURE. IF PRESSURE GAUGE INDICATES A DECREASE IN PRESSURE, INSPECT PIPING AND REPAIR ALL LEAKS. REPEAT TEST/INSPECTION UNTIL THE PRESSURE TEST INDICATES NO LEAKS. 9. WRAP COPPER PIPE AT ALL PIPE SUPPORTS WITH B -LINE "ISO PIPE" RUBBER TAPE TO A THICKNESS OF 0.04 INCHES TO PREVENT GALVANIC REACTION. 10. COORDINATE ROUTING OF PIPING AND CONDUIT WITH ELECTRICAL PRIOR TO INSTALLATION. 11, CAP THE VACUUM PIPING INSTALLED AS PART OF THIS JOB AND INSTALL A VACUUM GAUGE. CONDUCT A VACUUM TEST USING THE TEMPORARY VACUUM PUMP PROVIDED WITH THIS WORK. AFTER THE VACUUM GAUGE PRESSURE WITHIN THE PIPES HAS STABILIZED NEAR A COMPLETE VACUUM, ISOLATE THE PIPING FROM THE VACUUM PUMP AND STOP THE PUMP. MONITOR THE VACUUM GAUGE FOR (2) HOURS WITHOUT ANY NOTICEABLE CHANGE IN THE VACUUM PRESSURE. IF VACUUM GAUGE INDICATES A DECREASE IN VACUUM, INSPECT AND REPAIR ALL LEAKS AND REPEAT UNTIL THE VACUUM TEST INDICATES NO LEAKS. 12. FOR LEGEND AND ABBREVIATIONS, REFER TO SHEETS MOA AND MOB. EFHE D�AWI\GS 9-101-CWM147 9-101-TNM143 DATE 06.28.17 CHECKED EAST ANNEX CATWALK PLUMBING PLAN PLUMBING TUNNEL #14 PLAN MIS OItL4 8 4 0 4 8 16 SCp/= 1-0" 14140SUBTITLffi. QUjpii�� PLUMBING CO\ STS„CTIO\ \OHS (0) 0 0 1M110 1M111 1M112 1M113 1M114 1M115 0 1M116 1M117 1M118 1M119 1M120 1M121 1M122 1M123 1M124 1M125 1M126 1M127 1M128 1M129 1M130 11M134 1M135 1M139 •1M140 1M131 1M136 1M141 1M144 1M132 1M137 1M142 1M145 1M133 1M138 1MititC 1M148 EINE) CI I Y OF I UKWIL 9-101.1 KEY PL SCALE: N.T.S. CURRENT REVISION D33205-01 23 PERMIT CE SYMBOL E DATE 06.28.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101.1 COL. W—Z/21-22 D.C. SHEET 1M143R JOB NO. W3266018 COMP NO. DWG NO. 9-101.1-1M143R PD1 n.ireunokiruni. lZ /11 /7/117 1.1 r.Gn 011 W244100 1Y4"VALVE (EXIST) 2" COPPER CA 4"VAC I UP 6"VAC II UP FOR CONT. SEE DWG. M 1 M501 2" COPPER =S P O.C. (3/4"A, «96" A.F.F. I0 AIR, UP TO CABLE TRAY 1Y4" STL CA rH )1 REMNANT MACHINE Y" W/ VALVE FOR SLITTER 34" 1 LJ Y"A 30x� 73— R- r r 1"CA UP W/ Y"&3/"AIR' OUTLETS 1"VAC UP W/ 4 VAC OUTLET DISCONNECTED VAC HERE 1"CA UP W/ Y" & 6" AIR OUTLETS 1"VAC UP W/ 4 VAC OUTLET 1M145 M532 W33X221 /--1Z"A W/ VALVE AT -3' A.F.F. 1M1451M532 2"VAC W/ VALVE AT ''5' A.F.F. C UP W/ 4 VAC OUTLETS 1M145 M532 1'"CA UP W/ "&/"AIR OUTLETS T"VAC UP W/ V1AC OUTLETS 1."Cp UP W/ " 3/" AIR OUTLETS W334221 109—M8 I 1°9-10113 —1001—S16 Y" AIR TO VACUUM PUMP PARTIAL PLA\ SCALE: 1/8" = 1-0" V oat (01-1/2"A DN TO TRENCH 8 ---- 1/2"A TO TAS L REL EXQIHANGER W33)(22 -w DLR Group Architecture. Engineering Planning Interiors 109-10 8J1U01—Stb LEGE\ D A COMPRESSED AIR CW DOMESTIC COLD WATER D DRAIN G GAS HW DOMESTIC HOT WATER SUPPLY PW PROCESS WATER PHW PROCESS HOT WATER PHWC PROCESS HOT WATER CIRCULATING IWP INDUSTRIAL WASTE PUMPED V VENT RWL RAIN WATER LEADER SAN SANITARY WASTE VAC VACUUM PSAN PUMPED SANITARY WASTE STS STORM SEWER, RAIN WATER LEADER CD CONDENSATE DRAIN 9 DUPLEX COMPRESSED AIR OUTLET SIMPLEX PROCESS VACUUM OUTLET CD® DUPLEX PROCESS VACUUM OUTLET GE\ AL \OT -S 1. COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE-SPECIFIC PREFERENCES: PIPE: ASTM B-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. FOR CA: 2-1/2" OR LARGER: TYPE L COPPER ROLL -GROOVED FITTINGS AND DUCTILE IRON ROLL -GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. FOR VAC: 2-1/2" OR LARGER: TYPE L COPPER SEE NOTE #5. VALVES: 2" AND SMALLER: BRONZE TWO-PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER -LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211xx 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. TESTING OF THE NEW VACUUM PIPING SHALL USE THE BUILDING VACUUM SYSTEM AND ISOLATE THE NEW PIPING FOR 1 HOUR. THERE SHALL BE NO NOTICEABLE VACUUM LOSS BY LOOKING AT THE VACUUM GAUGE. 3. COORDINATE COMPRESSED AIR PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. PROVIDE PIPE LABELS AND FLOW ARROWS FOR ALL NEW PIPING. FOR 2-1/2" OR LARGER VACUUM, USE VICTUALIC FLUSHSEAL GASKET. 1M142R1M456R 1M143 1M145R 1 M146R REMOVAL 1R61N ISSUE FOR CONSTRUCTION 06.28.17 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A 6545 - DISASSEMBLE CTLM 10146725 M.WONG RWS 01.15.10 F RELOCATE (2) XTSB TABLES W4346634 M.WONG 04.19.16 B DESIGN UTILITIES FOR CTLM #5/6 11870746 M.WONG RWS 05.31.11 G ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.28.17 C INSTALL POWER N INSTRUMENT VACUUM T.5-22 9-101 W1563890 SAZAN/SS 04.19.13 D REMOVE FREEZER W2502518 HARR 03/06/14 E 777 FLIPPER CELL 80 FT PANEL ONLOAD W16160449 CEI MS 05.23.14 Q� BOE/N� Jun2720176:03PM �'''` c ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. CHECKED DATE 06.28.17 EFRE\CE ��AWI \GS TIFF 109 -101B -4632-M1 TRUSS SPACE PLUMBING 109-101-CWM147 EAST ANNEX CATWALK PLUMBING PLAN 109-101-TNM142 TUNNEL #14 PIPING/PLUMBING PLAN llpeP4F1Arz APpicky ANQ SUBTI Q , AI,. PLUMBING \OTES -/ T T 1M110 1M111 1M112 1M113 1M114 1M115 1M116 1M117 1M118 1M119 1M120 1M121 1M122 1M123 1M124 1M125 1M126 1M127 1M128 1M129 1M130 1M131 1M132 1M133 1M134 1M135 1M136 1M137 1M138 1M139 1M140 1M141 1M142 1M143 1 J 1 M 144 1 //// IVCD l.i I(W L 4 9-101 KEY PLAN A CURRENT REVISION D33205-01 SYMBOL 2017 PER '`'' ENTER G DATE 06.28.17 22 23 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 9-101.1 MECHANICAL MASTER COL. S -W/21-22 DEV. CENTER, WA SHEET 1M145R JOB NO. W2502518 COMP NO. DWG NO. 9-101.1-1M145R 0 PDI Itiireunokiruni. 1 /1n /0/11-7 o.P7.AG FOR CONTINUATION SEE SHEET 1M143 L UTILITY HATCH SEE DWG 1M143 FOR CONTINUATION -\ 2"A 2"VAC DN, FOR CONT -urn Y HAIIH SFF 1M14$_ 1"A DN, FOR CONT IC SEE 1M148 TRENCH BELOW (TYPICAL) UTILITY HATCH (--x(Typ, 1M146 XXXX UTILITY HATCH UTILITY HATCH UTILITY HATCH UTILITY 2 "VAC - 2"A 2"VAC 2"A 2 "VAC FOR CONTINUATION SEE SHEET 1 M146 HATCH UTILITY HATCH /2 I DUPLEX AIR DROP OUTLET 1 -1 /2 1M146 CAPPED (TYP) ii 1 -1/2"A 1- 1/2"VAC 1-1/2"A / 1=t741 "VAC VAC PARTIAL PLA\ V SCALE: 1/8"= 1' -0" DUPLEX VACUUM DROP (TYP) 1M146 M534 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A ADD POWER, AIR & VACUUM J#546111-00 C. HARRAH RWS 06.13.04 E DC FREEZER ADDTION J#16262 WH MBL 04.12.13 B ADD UTILITIES AND LIGHTS J#546775-00 M.WONG RWS 12.06.04 DC FREEZER ADDITION - RECORD DRAWING J#16262 WH MBL 05.07.14 C RELOCATE SEALAUNCH 11670978 M.WONG RWS 03.29.11 F RELOCATE (2) XTSB TABLES W4346634 M.WONG 04.19.16 D ADC WH GV 04.01.13 G ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.28.17 RECORD SET Q� BOE/NG G'- fun 27 2017 6:03 PM. � DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN GUIDE R. CHECKED ENGINEER (TYP) M534 =ESE\CE DAWI \GS 9-101-TNM146 9-101-1M396 TUNNEL PARTIAL PIPING/PLUMBING PLAN DUST COLLECTION FIRST FLOOR PLAN REMOVAL ISSUE FOR CONSTRUCTION 06.28.17 5.�91A DATE 06.28.17 CHECKED APPROVED APPROVED APp SUBTIT�jtiO�A� K(f1194D TITLE MECHANICAL MASTER PLUMBING ADC THERMOPLASTICS AFP LEG A COMPREESED AIR VAC PROCESS VACUUM v v DUPLEX PROCESS VACUUM OUTLET DUPLEX COMPRESSED AIR OUTLET GE\=RAL \OT -S FOR HOUSE KEEPING VAC. & DUST COLLECTION SEE FIRST FLOOR PLAN, 9-101-1M396 1 FOR HOUSE KEEPING VAC. & DUST COLLECTION SEE FIRST FLOOR PLAN, 9-101-1 M396 2. COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE-SPECIFIC PREFERENCES: PIPE: ASTM B-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. 2-1/2" OR LARGER: TYPE L COPPER ROLL -GROOVED FITTINGS AND DUCTILE IRON ROLL -GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. VALVES: 2" AND SMALLER: BRONZE TWO-PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER -LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211xx 3. TESTING OF NEW COMPRESSED AIR AND PROCESS VACUUM PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. 4. FOR LEGEND AND ABBREVIATIONS, REFER TO SHEETS M1 AND M1A. CO\STRUCTIC \ OTES. LOCATE THE XTSB TABLES AT LOCATION SHOWN ON THE LAYOUT DRAWING. ALSO SEE DWGS. 1M142, 1M143, & 1M145 FOR THE REST OF THE TABLES. RE -CONNECT VAC PIPING UNDER THE TABLE AS NECESSARY. TT( 1M10 1M11 1M12 1M13 1M14 1M15 1M16 1M17 1M18 1M19 1 M20 1M21 1M22 1M23 1M24 1M25 1 M26 1 M27 1M28 1M29 1M30 1M34 1M35 1M 39 BUILDING 9-101.1 COL. W -Z/22-23 D.C. 1M 40 1M31 1M36 1M41 1M44 9-101.1 SCALE: N.T.S. 8 4 1M32 1 M37 1M 42 1 M45 1M 33 1M 38 1M 43 1M48 D 6WILA 17 SCALE: 1/8" = 1'-0" PERMIT CENTER CURRENT REVISION D33205-01 SYMBOL n DATE 06.28.17 SHEET 1M146R JOB NO. J#546111 COMP NO. DWG NO. 9-101.1-1M146R A►Inokinu Al. Z /11 /')n1 7 1.1 Z.nn oU 0 c. SYM DATIAL PLA SCALE: 1/8" = 13-0" REVISION VIEW - FIST FLOOD DISI\ G BY APPROVED DATE SYM I ' 1 1M142R M456R 1M143R iM145R 1M146R REVISION \C II AIR 1 2" VAC II 2"VAC UP TO XTSB TABLES r i0 2" CA 1" VAC UP 1" VAC UP 1 2" VAC I 2" COPPE PARTIAL DLA\ SCALE: 1/8" = 1'-0" BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP DD3205-1 DLR GROUP CN 06.28.17 A ADC THERMOPLASTICS AFP - DCN -01 DD3205-1 DLR GROUP MJ 07.14.17 G TNM1( 2 42RIM456R TNM143R TNM145R TNM146R Q� BOE/NGm C'— Jul 14 2017 10:29 AM H11 611ii ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN C. NARRAMORE CHECKED SEPARATE PER DATE 1 � PRO YAL 06.28.17 F`EQUIRED A ENLARGED PLANS L G D A COMPRESSED AIR CD CONDENSATE PC PUMPED CONDENSATE HPC HIGH PRESSURE CONDENSATE LPC LOW PRESSURE CONDENSATE STM STEAM PIPING HPS HIGH PRESSURE STEAM G GAS CW DOMESTIC COLD WATER HW DOMESTIC HOT WATER SUPPLY PW PROCESS WATER STS STORM SEWER RWL RAIN WATER LEADER VAC PROCESS VACUUM (VAC 1 &2) SAN SANITARY SEWER D DRAIN CLWS COOLING WATER SUPPLY CLWR COOLING WATER RETURN HWC DOMESTIC HOT CIRCULATING WATER ----- V VENT EG ETHYLENE GLYCOL HYDRAULIC SUPPLY HYDRAULIC RETURN HYDRAULIC DUMP LN2 LIQUEFIED NITROGEN IWP INDUSTRIAL WASTE PUMPED L11P EXPANSION JOINT / PIPE GUIDE X PIPE ANCHOR GE \EAL \CST -S 1. COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE-SPECIFIC PREFERENCES: PIPE: ASTM 8-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. FOR CA: 2-1/2" OR LARGER: TYPE L COPPER ROLL -GROOVED FITTINGS AND DUCTILE IRON ROLL -GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. FOR VAC: 2-1/2" OR LARGER: TYPE L COPPER SEE NOTE #5. VALVES: 2" AND SMALLER: BRONZE TWO-PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER -LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211 xx 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. TESTING OF THE NEW VACUUM PIPING SHALL USE THE BUILDING VACUUM SYSTEM AND ISOLATE THE NEW PIPING FOR 1 HOUR. THERE SHALL BE NO NOTICEABLE VACUUM LOSS BY LOOKING AT THE VACUUM GAUGE. 3. COORDINATE COMPRESSED AIR PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. 4. PROVIDE PIPE LABELS AND FLOW ARROWS FOR ALL NEW PIPING. 5. FOR 2-1/2" OR LARGER VACUUM, USE VICTUALIC FLUSHSEAL GASKET. CO \STUCTIO \ \OTES TAP 'E ACHINE. (E) VACCUUM & COMPRESSED AIR PIPING/EQUIPMENT TO BE REMOVED AFF. REMOVE VAC & A AFF. CAP IN TUNNEL. REMOVAL ISSUE FOR CONSTRUCTION DCN -01 07.14.17 titCEIVED CITY OF TUKWILA DLR Group AUS 2 3 2017 Architecture Engineering Planr;yEd IVITT CENTER CURRENT REVISION DD3205-1 SYMBOL A DATE 07,14.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET M456R JOB NO. D33205-1 COMP NO. DWG NO. 09-101-1M458 1Y' AC ' N 1Y2' C A AC ► 1Y"IAC: )IPIl 0 /8" QUI P > 1" 1 1't fi � I i 1 r i 1--1 BEL IlW r 1TRENCH (TYPICAL) L 1 J —I I--� HI 0 d I _1 1 IP All —I VP.- ©—a __I N V � _4/CK OUER P _— _--I Wi 3/: Q K 'OUP R P) SYM DATIAL PLA SCALE: 1/8" = 13-0" REVISION VIEW - FIST FLOOD DISI\ G BY APPROVED DATE SYM I ' 1 1M142R M456R 1M143R iM145R 1M146R REVISION \C II AIR 1 2" VAC II 2"VAC UP TO XTSB TABLES r i0 2" CA 1" VAC UP 1" VAC UP 1 2" VAC I 2" COPPE PARTIAL DLA\ SCALE: 1/8" = 1'-0" BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP DD3205-1 DLR GROUP CN 06.28.17 A ADC THERMOPLASTICS AFP - DCN -01 DD3205-1 DLR GROUP MJ 07.14.17 G TNM1( 2 42RIM456R TNM143R TNM145R TNM146R Q� BOE/NGm C'— Jul 14 2017 10:29 AM H11 611ii ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN C. NARRAMORE CHECKED SEPARATE PER DATE 1 � PRO YAL 06.28.17 F`EQUIRED A ENLARGED PLANS L G D A COMPRESSED AIR CD CONDENSATE PC PUMPED CONDENSATE HPC HIGH PRESSURE CONDENSATE LPC LOW PRESSURE CONDENSATE STM STEAM PIPING HPS HIGH PRESSURE STEAM G GAS CW DOMESTIC COLD WATER HW DOMESTIC HOT WATER SUPPLY PW PROCESS WATER STS STORM SEWER RWL RAIN WATER LEADER VAC PROCESS VACUUM (VAC 1 &2) SAN SANITARY SEWER D DRAIN CLWS COOLING WATER SUPPLY CLWR COOLING WATER RETURN HWC DOMESTIC HOT CIRCULATING WATER ----- V VENT EG ETHYLENE GLYCOL HYDRAULIC SUPPLY HYDRAULIC RETURN HYDRAULIC DUMP LN2 LIQUEFIED NITROGEN IWP INDUSTRIAL WASTE PUMPED L11P EXPANSION JOINT / PIPE GUIDE X PIPE ANCHOR GE \EAL \CST -S 1. COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE-SPECIFIC PREFERENCES: PIPE: ASTM 8-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. FOR CA: 2-1/2" OR LARGER: TYPE L COPPER ROLL -GROOVED FITTINGS AND DUCTILE IRON ROLL -GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. FOR VAC: 2-1/2" OR LARGER: TYPE L COPPER SEE NOTE #5. VALVES: 2" AND SMALLER: BRONZE TWO-PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER -LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211 xx 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. TESTING OF THE NEW VACUUM PIPING SHALL USE THE BUILDING VACUUM SYSTEM AND ISOLATE THE NEW PIPING FOR 1 HOUR. THERE SHALL BE NO NOTICEABLE VACUUM LOSS BY LOOKING AT THE VACUUM GAUGE. 3. COORDINATE COMPRESSED AIR PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. 4. PROVIDE PIPE LABELS AND FLOW ARROWS FOR ALL NEW PIPING. 5. FOR 2-1/2" OR LARGER VACUUM, USE VICTUALIC FLUSHSEAL GASKET. CO \STUCTIO \ \OTES TAP 'E ACHINE. (E) VACCUUM & COMPRESSED AIR PIPING/EQUIPMENT TO BE REMOVED AFF. REMOVE VAC & A AFF. CAP IN TUNNEL. REMOVAL ISSUE FOR CONSTRUCTION DCN -01 07.14.17 titCEIVED CITY OF TUKWILA DLR Group AUS 2 3 2017 Architecture Engineering Planr;yEd IVITT CENTER CURRENT REVISION DD3205-1 SYMBOL A DATE 07,14.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET M456R JOB NO. D33205-1 COMP NO. DWG NO. 09-101-1M458 Sian WAS 09-101—M1a CL V1 EC HA\ CAL ILIAC L -T -G.=\ 9 LGE\D _ GE\=AL GE\E�AL GE\EAL SUGG-ST= ; ABB EVIATIO\S SUGGESTED A33 EVIATIO\S SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION . ..E24/12 RECTANGULAR DUCT,FIRST NUMBER SIZE FOR SIDE SHOWN . 1R RECTANGULAR DUCT,SQUARE ELBOW WITH TURNING VANES THERMOSTAT, REMOTE, CEILING A ANCHOR MV AUTOMATIC AIR VENT LAT LEAVING AIR TEMPERATURE {°F} LBS, # POUNDS j 24/12 j INDICATES �. AD ACCESS DOOR LWT LEAVING WATER TEMPERATURE (T) --'�---- ADD ANGULAR DOWN DISCHARGE MA MIXED AIR 24/12 DUCT SHOWN IN SECTION, ARROW 1 1 AF AIR FOIL WHEEL MAX G E\ E SAL \ OT.S RECTANGULAR DUCT, RADIUS VANED ELBOW TT TEMPERATURE TRANSMITTER AFF ABOVE FINISHED FLOOR MAXIMUM POINTS TO SIDE CALLED OUT FIRST AIR HANDLING UNIT MBH HEAT CAPACITY(1000 BTUH) MCC MOTOR CONTROL CENTER 1. AP ACCESS PANEL DESIGNATES EQUIPMENT APPEARING ON b 240 C ANGULAR UP DISCHARGE MIN MINIMUM MECHANICAL EQUIPMENT SCHEDULES. ROUND DUCT, NUMBER INDICATESAUD EXTRACTION GRID H HUMIDISTAT CEILING AVG AVERAGE MOV MOTOR OPERATED VALVE 240 DIAMETER MTD, MTG MOUNTED, MOUNTING j j BI BACKWARD INCLINED WHEEL BDD BACK DRAFT DAMPER 2. DIFFUSERS WITHOUT ARROWS TO INDICATE AIR 24/120OVAL DUCT, FIRST NUMBER INDICATES Hs n BF BELOW FLOOR NC NORMALLY CLOSED FLOW DIRECTION ARE FOR FLOW IN ALL 24/120MAJOR DIAMETER, SECOND NUMBER INDICATES MINOR DIAMETER Kt --'IMI FLEXIBLE DUCT HANDSWITCH BFP BACKFLOW PREVENTER NIC NOT IN CONTRACT DIRECTIONS (TWO DIRECTIONS FOR LINEAR NO NORMALLY OPEN / NUMBER jJ BHD BOTTOM HORIZONTAL DISCHARGE BHP BRAKE HORSE POWER NTE NOT TO EXCEED DIFFUSERS).ARROWS ARE USED TO INDICATE IL X SUPPLY AIR DUCT, SQUARE OR RECTANGULAR ELBOW FACING TOWARDS -IL 1 -f DUCT CONNECTION D DUCT TYPE SMOKE DETECTOR BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE NTS NOT TO SCALE DESIRED AR FLOW DIRECTIONS IN OTHER CASES. NPSH NET POSITIVE SUCTION HEAD 3. ALL MATERIALS, EQUIPMENT AND SIDEWALL SUPPLY AIR DIFFUSER, BOS BOTTOM OF STEEL OA OUTSIDE AIR INSTALLATIONS SHALL CONFORM TO . .' SUPPLY AIR DUCT, SQUARE OR BTU BRITISH THERMAL UNIT OBD OPPOSED BLADE DAMPER PROJECT #12281.00 SPECIFICATIONS �"�, L RECTANGULAR ELBOW FACING AWAY 100 CFM GRILLE OR REGISTER AND CFM _rD ❑H DUCT TYPE HEAT DETECTOR BTUH BRITISH THERMAL UNIT PER HOUR OF OVERFLOW AIR FLOW BW BUTTWELD OS&Y OUTSIDE SCREW AND YOKE 4. HVAC' DUCT SHALL BE SEALED PER THE REQUIREMENTS C COMMON OD OUTSIDE DIAMETER OF THE WSNREC AND SPECIFICATION 15800. /k EXHAUST, RETURN OR SUPPLY AIR DUCT ..z -N-- SIDEWALL RETURN/EXHAUST AIR GRILLE2 STATIC PRESSURE REGULATOR CV CONSTANT VOLUME 7 ROUND, ELBOW FACING TOWARDS 100 CFM OR REGISTER AND AIR FLOW Cv FLOW COEFFICIENT PBD PARALLEL BLADE DAMPER 5. DUCT INSULATION SHALL BE PER THE REQUIREMENTS °C PD/AP PRESSURE DROP OR DIFFERENTIAL PRESSURE OF THE WSNREC AND SPECIFICATION 15290. TEMPERATURE - DEGREES CELSIUS PDI PLBG. 8c DRAINAGE INSTITUTE 1:::-.F1) EXHAUST, RETURN OR SUPPLY AIR DUCT T H CAP CAPACITY POS POSITION SCREENED OPENING AND CFM AIR FLOW CC COOLING COIL 6. AIR BALANCING SHALL MEET THE REQUIREMENTS OF ROUND, ELBOW FACING AWAY , 100 CFM TEMPERATURE SENSOR, HUMIDITY PRESS PRESSURE SENSOR, DUCT MOUNTED CCW COUNTER CLOCKWISE ROTATION THE WSNREC AND SPECIFICATION 15990. PRV PRSSURE REGULATING VALVE CFM CUBIC FEET PER MINUTE EXHAUST AIR OR RETURN AIR DUCT, I� SUPPLY OUTLET, CEILING TYPE, CH CANOPY HOOD PS PRESSURE SWITCH 7. MECHANICAL COMMISSIONING SHALL BE PER THE IL .7.' SQUARE OR RECTANGULAR, ELBOW — ., _ 40a FM DIFFUSER OR GRILLE, SQUARE OR T SPACE TEMPERATURE SENSOR CI CAST IRON PSIG PRESSURE - POUNDS PER SQUARE INCH, GAUGE REQUIREMENTS OF THE WSNREC AND SPECIFICATION FACING TOWARDS I RECTANGULAR AND CFM AIR FLOW (4 TYP) PSV PRESSURE RELIEF (SAFETY) VALVE CENTER LINE 15990. EXHAUST AIR OR RETURN AIR DUCT,al CONN CONNECTION PDC PRESSURE DIFFERENTIAL CONTROL SQUARE OR RECTANGULAR, ELBOW SUPPLY OUTLET, CEILING COTE ROUND ON N NIGHT THERMOSTAT CCPD CCOUPLING ONDENSATEE PUMP UNIT PDS PRESSURE DIFFERENTIAL SWITCH Er E \ C E SAW i GS .4 AND CFM AIR FLOW (SEEN 4 ) RA REVERSE ACTING (CONTROLLER) / RETURN AIR FACING AWAY 400 CFM CEILING CRU COMPUTER ROOM COOLING UNIT RECT RECTANGULAR TRANSITION RECTANGULAR TO T THERMOSTAT, CW CLOCKWISE ROTATION, COLD WATER(DOMESTIC)ii______cil REF REFERENCE LINEAR DIFFUSER AND CFM AIR FLOW CWP CHILLED WATER PUMP RECTANGULAR, ROUND TO ROUND DA DIRECT ACTING RH RELATIVE HUMIDITY OR OVAL TO OVAL 100 CFM (SEE NOTE 4) SD SMOKE DETECTOR DB DRY BULB TEMPERATURE RM ROOM DBD DOWN BLAST DISCHARGE ROT ROTATION DIA, 0 DIAMETER RPM REVOLUTIONS PER MINUTE TRANSITION AT TAKE OFF 7 ,.��,� RETURN/EXHAUST REGISTER OR GRILLE, CEILING DUCT TYPE AND CFM AIR FLOW READ REQUIRED 100 CFM DIS DEIONIZED WATER SUPPLY DIR DEIONIZED WATER RETURN RTN RETURN DN DOWN S SPRINKLER TRANSITION SQUARE OR RECTANGULAR_ RETURN/RELIEF GRILLE, CEILING TYPE, DS DOWNSPOUT SA SUPPLY AIR, SOUND ATTENUATOR b 0 TO ROUND OR OVAL NON -DUCTED DWG DRAWING SAG SUPPLY AIR GRILLE UP dB DECIBELS EACH SAR SUPPLY AIR REGISTER 1 -_— E DUCT OFFSET UP OR DOWN -I.- UNIT HEATER EA EXHAUST AIR / EAG EXHAUST AIR GRILLE SCFM CUBIC FEET OF AIR, AT STANDARD CONDITIONS SD SMOKE DETECTOR CON ST,CTIO\ \ OTES EAT ENTER AIR TEMPERATURE (T) SHC SENSIBLE HEAT CAPACITY DOWN EFF EFFICIENCY SHF SENSIBLE HEAT FACTOR L.: OPPOSED BLADE DAMPER LINED DUCT ELL ELBOW ELEV, EL ELEVATION SO SCREENED OPENING SOV SOLENOID OPERATED VALVE 1L ESP EXTERNAL STATIC PRESSURE SP STATIC PRESSURE EVAP EVAPORATOR SQ SQUARE IL ,_PARALLEL BLADE DAMPEREWT 1ER SOUND ATTENUATOR ENTERING WATER TEMPERATURE EXH EXHAUST SRV SAFETY RELIEF VALVE SS STAINLESS STEEL EXIST EXISTING STL STEEL EXT EXTERIOR / EXTERNAL VOLUME DAMPER ____ ACCESSDUCT WITH DOOR LINEAND SW SOCKET WELD SUCT SUCTION ��! SMOKE DAMPER °FF TEMPERATURE - DEGREES FAHRENHEITFILTER fVD-I jf VDD 1 Ai 1 FC FORWARD CURVE WHEEL SV SAFETY RELIEF VALVE FCO FLOOR CLEAN OUT TT TEMPERATURE TRANSMITTER EE,, � DUCT DAMPER, MOTOR OPERATED (ELECTRIC OR PNEUMATIC).f Eli LINED DUCT WITH AXIAL FLOW FAN FD FIRE DAMPER FH FUME HOOD TDH TOTAL DYNAMIC HEAD (FEET OF WATER) TEMP TEMPERATURE 1[11 FLR FLOOR TH TOTAL HEAD (FEET OF WATER) FO FAIL OPEN THC TOTAL HEAT CAPICITY IL k --0.- BACK DRAFT DAMPER (ALLOWS DIRECTION OF ARROW) CENTRIFUGAL FAN FOB FLAT ON BOTTOM FOF FACE OF FLANGE THD TOP HORIZONTAL DISCHARGE THRD THREADED BDD FLOW IN FDIC FURNISHED BY OWNER, INSTALLED BY CONTRACTOR TOD TOP OF DUCT FOT FLAT ON TOP TOS TOP OF STEEL BLAST GATE DAMPER b-I,CENTRIFUGAL FAN W/INLET GUIDE VANES FPM FEET PER MINUTE TOP TOP OF PIPE IL FS FLOW SWITCH TP TOTAL PRESSURE, TRAP PRIMER REVIEWED FOR FT FEET TPV TRAP PRIMER VALVE CODE COMPLIANCE AD OR AP FUD FUNNEL DRAIN TS TEMPERATURE SWITCH APPROVED ' ACCESS DOOR (AD) OR /'w. DIRECTION ACCESS PANEL (AP) SUPPLY AIR FLOW FV FACE VELOCITY (FPM) TSP TOTAL STATIC PRESSURE �. 0 6 2017 GAL GALLONS TV TURNING VANE SEP GPM GALLONS PER MINUTE TYP TYPICAL ; FD SD GALV GALVANIZED UBD UP BLAST DISCHARGE MEM FIRE/SMOKE DAMPER (1 HOUR) --A....--,,. RETURN, OUTSIDE OR EXHAUST AIR GA GAGE, GAUGE UH UNIT HEATER City of Tukwila 1 FD/SD FLOW DIRECTION HC HEATING COIL V VENT BUILDING DIVISION j j HD HEAD FEET OF WATER VAV VARIABLE AIR VOLUME FD2 SD - HORIZ HORIZONTAL VSD VARIABLE SPEED DRIVE �� FIRE/SMOKE DAMPER (2 HOUR) 0 TIMER SWITCH HP HORSEPOWER W VD VOLUME DAMPER DLR Group HPC HIGH PRESSURE CONDENSATE VP VELOCITY PRESSURE Architecture Engineering Planning Interiors j iFD2/SD j HR HOUR HVAC HEATING, VENTILATING AND AIR CONDITIONING VERT VERTICAL RECEIVED CITY OF TUKWILA ELECTRIC MOTOR PROPELLER FAN HPU HEAT PUMP UNIT VTA VENT TO ATMOSPHERE VTR VENT THROUGH ROOFH 611101 22017 HTG HEATING AUG HW DOMESTIC HOT WATER WB WET BULB TEMPERATURE OPPIVIIT [`PnlT= t 12:L8 IN-LINE FAN MS MOTOR STARTER ID INSIDE DIAMETER IE INVERT ELEVATION WG W/ WATER GAUGE (INCHES OF WATER) WITH IGV INLET GUIDE VANE WCO WALL CLEAN OUT ISSUE FOR CONSTRUCTION IWC INDUSTRIAL WASTE CONTAINMENT WHA WATER HAMMER ARRESTOR ROOF CURB MOUNTED EXHAUST 06.28.17 © FAN (CONTROL SYMBOL) KW KILOWATT t KVA KILOVOLT -AMPERE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE � h'A l °` . o� w, yr ACCEPTABILITY DRAWN GUIDE R. DATE 06.2$.17 SUBTITLE CURRENT REVISION D33205-01 SYMBOL DATE 06.28.17 • 4 c ' 1 CAFETERIA -IFP 12254733 HGI SEL 06.04.12 4' ,y- 2 °: SPECIFICATION IS APPROVED SHEET ENGINEER 2 CAFETERIA - IFC 12254733 HGI SEL 06.18.12 ® . 'l APPROVED BY DEPT. DATE TITLE ADC THERMOPLASTICS AFP OA A ADC HVAC UPGRADE 21406-W01969369 SAZAN/FPW 10.25.13 ..ME1W"' A'Po.o *0I T 't.ciS'4 CHECKED sl°NAL �� r BUILDING 09-101 NO. COMP N0. - RECORD DRAWING 21406-W01969369 SAZAN/FPW 11.20.14 APPROVEDJOB D33205-01 B ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.28.17 lint / / 1! 1 / 1 ,•,X F',Vi APPROVED MECHANICAL MASTER DEV. CENTER, WA DWG NO. 09 -101 -MOA Sian WAS 09-101—M1a CL CO\DENSATE PUvIP MARK NUMBER SERVES GPH TDH (FT) MOTOR DIMENSIONS W(IN)H BASIS OF DESIGN NOTES HP V PH CDP -1 EQUIP 20 25 1/12 120 1 6X12X6.5 LITTLE GIANT 3 -ABS 1 CDP -2 EQUIP 20 25 1/12 120 1 6X12X6.5 LITTLE GIANT 3 -ABS 1 NOTE: 1. 1 GALLON ABS TANK, GALV. STEEL TANK COVER, AUTO ON/OFF OPERATION. DUCT SEALANT SC-EDULE UNCONDITIONED SPACE SUPPLY AIR DUCT MATERIAL PRESSURE CLASSES: INLET/NECK SIZE, INCHES 2 INCH WG AND LOWER SEAL CLASS A HIGHER THAN 2 INCH WG SEAL CLASS A EXHAUST DUCT SEAL CLASS A RETURN AIR DUCT SEAL CLASS A CONDITIONED SPACE SUPPLY AIR DUCT .092 PRESSURE CLASSES: TITUS MODEL NO. 50F W/BORDER TYPE 3 (1/2" X 1/2" X 1" EGGCRATE GRILLE) 2 INCH WG AND LOWER SEAL CLASS A HIGHER THAN 2 INCH WG SEAL CLASS A EXHAUST DUCT SEAL CLASS A RETURN AIR DUCT SEAL CLASS A AIR DIFFUSER / REGISTER / GRILLE (AR) SCHEDULE MARK NUMBER TYPE MATERIAL FINISH INLET/NECK SIZE, INCHES MAX. NOISE COEFFICIENT MAX. TP INCH WG. MAXIMUM SET CFM MANUFACTURER Sc MODEL NUMBER RG -1 RETURN AIR GRILLE ALUMINUM BAKED -ON ENAMEL X25 WHITE 24/16 11 .092 VARIES TITUS MODEL NO. 50F W/BORDER TYPE 3 (1/2" X 1/2" X 1" EGGCRATE GRILLE) RG -2 RETURN AIR GRILLE ALUMINUM BAKED -ON ENAMEL X25 WHITE 48/36 11 .092 VARIES TITUS MODEL NO. 50F W/BORDER TYPE 3 (1/2" X 1/2" X 1" EGGCRATE GRILLE) SD -1 SUPPLY AIR DIFFUSER STEEL BAKED -ON ENAMEL 1125 WHITE 10"o 18 .043 350 TITUS MODEL "TMSA" 24/24 FACE SD -2 SUPPLY AIR DIFFUSER STEEL BAKKED-O E ENAMEL 26 12"0 40 .132 VARIES TITUS MODEL "TLF" 48/24 MODULE SD -3 SUPPLY AIR DIFFUSER STEEL BAKED -ON ENAMEL 18/10 20 0.016 VARIES TITUS MODEL "300RL" 18/10 MODULE EXHAUST FAN (EF) SCHEDULE MARK NUMBER LOCATION AREA SERVED EXHAUST FAN REMARKS FAN WHEEL SIZE (INCHES) CFM ESP INCHES WG RPM DRIVE SIDE MOTOR HP VOLTS/PH EF -1 ROOF 2ND FLOOR CLG PLENUM 30 8100 0.375 783 V -BELT 1-1/2 480/3 GREENHECK VABS-30F14-I-15, CENTRIFUGAL ROOF EXHAUSTER CAPACITY,MBH SENSIBLE EAT.°F H2O FLOW GPM EWT °F LWT TF MAX.PD FT.WG LAT.°F COIL ROWS SENSIBLE TOTAL DB AIR-A\DLING IMT SCHEDULE MARK No. LOCATION TYPE FAN FAN MOTORS CHILLED WATER COOLING COIL HOT WATER HEATING COIL MODEL NO. TYPE AIRFLOW SCFM EXT.S.P. IN W.G. HP V/PH BHP HERTZ CAPACITY,MBH EAT.°F H2O FLOW GPM EWT °F LWT °F MAX.PD FT.WG LAT.F COIL ROWS, CAPACITY,MBH SENSIBLE EAT.°F H2O FLOW GPM EWT °F LWT TF MAX.PD FT.WG LAT.°F COIL ROWS SENSIBLE TOTAL DB WB DB WB DB WB DB WB AHU1W23 PT1 W23 FLOOR MNT. SIDE FLOW 1-C PLENUM FAN 6600 3.78 10 460/3 8.06 60 176.3 176.3 77 60.8 35.5 45 55 5.17 52.4 51 6 288.4 45 0 12 180 134 2.07 85.5 0 2 ENERGY LABS INC. OUTSIDE AIR WITHIN CONDITIONED SPACE X X IN CONCRETE & IN GROUND X X NOTE: 1. PROVIDE MERV 8, 30% PREFILTER & MERV 14, 95% MAIN FILTER. DCCT DRESSURE CLASS SCHEDULE DUCT TYPE PRESSURE CLASS SUPPLY AIR DUCT FLOW CAPACITY (SCFM) DUCTS CONNECTED TO VARIABLE-AIR-BOLUME AIR -HANDLING UNITS +3 INCH WG. DUCTS CONNECTED TO EQUIPMENT NOT LISTED ABOVE +2 INCH WG. RETURN DUCTS +/-2 INCH WG. EXHAUST DUCTS X1/XA DUCTS CONNECTED TO FANS EXHAUSTING (ASHRAE 62.1, CLASS 1 AND 2) AIR -2 INCH WG. DUCTS CONNECTED TO EQUIPMENT NOT LISTED ABOVE -2 INCH WG. OUTDOOR AIR DUCTS 563 DUCTS CONNECTED TO AIR -HANDLING UNITS -2 INCH WG. DUCTS CONNECTED TO EQUIPMENT NOT LISTED ABOVE -2 INCH WG. AIR DRYER SCHEDULE MARK NUMBER LOCATION TYPE FLOW CAPACITY (SCFM) PRESSURE DEW POINT ® 100 PSIG (°F) ELECTRICAL (V/PH/HZ) DIMENSIONS (IN) WEIGHT (LBS) BASIS OF DESIGN NOTES AD -1 X1/XA REGENERATIVE DESSICANT 96 -100 120/1/60 41WX30DX63H 563 ZEKS 120ZPA 1 0.29-0.32 200 2.0 X IN CONCRETE & IN GROUND 3.5 3.5 X 0.27-0.30 150 NOTE: 1. POWER SAVER, SOUND ATTENUATING PURGE MUFFLERS, ASME CODED PRESSURE VESSELS DUCT PRESSURE CLASS SCHEDULE DESCRIPTION INSULATION TYPE 2" MINERAL FIBER BLANKET OR BOARD 1-1/2" MINERAL FIBER BLANKET OR BOARD 4-1/2" MINERAL FIBER BLANKET OR BOARD REMARKS WEATHER BARRIER 1-1/2 LB/FTA3 SUPPLY AIR (CONDITIONED AIR) ULTRA -SONIC 39.6 1 STULZ DAH -30 250 3.0 3.5 NOT WITHIN CONDITIONED SPACE 4.5 X 251-350 0.29-0.32 200 2.0 X IN CONCRETE & IN GROUND 3.5 3.5 X 0.27-0.30 150 2.0 X WITHIN CONDITIONED SPACE 2.5 2.5 X 0.25-0.29 125 1.5 X 1.5 2.0 2.0 105-140 0.22-0.28 100 1.0 1.0 RETURN AIR 1.5 1.5 COOLING SYSTEMS (CHILLED WATER AND REFRIGERANT) 40-60 0.22-0.28 100 1.0 NOT WITHIN CONDITIONED SPACE 1.5 X 1.5 <=40 0.22-0.28 100 X IN CONCRETE & IN GROUND 1.5 1.5 X X OUTSIDE AIR WITHIN CONDITIONED SPACE X X IN CONCRETE & IN GROUND X X 4,,, .UCTS�, 'LEND 1,5 RVIN,G,,j ART„Q UILDIN, VELO�P,E,„.._ X _,,L„ ULTRA-SCNIC-UMIDIFIER SCHEDULE MARKLOCATION No.QUANT. INSULATION CONDUCTIVITY TYPE TOTAL CAPACITY LBS/HR MANIFOLDS REMARKS 1 TO <1-1/2 DHU1W23 AHU1W23 ULTRA -SONIC 39.6 1 STULZ DAH -30 250 3.0 3.5 3.5 4.5 4.5 NOTE: 1. PROVIDE DEMI-CABINET DEIONIZER DI -2.0 TWO 2 CUBIC FT. BOTTLES. PIPE INSULATION THTC'(\ESS SCHEDULE FLUID DESIGN OPERATING TEMPERATURE RANGE, (F) INSULATION CONDUCTIVITY NOMINAL PIPE OR TUBE SIZE - IN BTRU-IN/ (HR -SF -F) MEAN RATING TEMP F <1 1 TO <1-1/2 1-1/2 TO <4 4<8 >8 HEATING SYSTEMS (STEAM, STEAM CONDENSATE AND HEATING HOT WATER) >=350 0.32-0.34 250 3.0 3.5 3.5 4.5 4.5 251-350 0.29-0.32 200 2.0 3.0 3.5 3.5 3.5 201-250 0.27-0.30 150 2.0 2.0 2.5 2.5 2.5 141-200 0.25-0.29 125 1.5 1.5 1.5 2.0 2.0 105-140 0.22-0.28 100 1.0 1.0 1.5 1.5 1.5 COOLING SYSTEMS (CHILLED WATER AND REFRIGERANT) 40-60 0.22-0.28 100 1.0 1.0 1.5 1.5 1.5 <=40 0.22-0.28 100 1.0 1.5 1.5 1.5 2.0 AR COMPRESSOR SCHEDULE . MARK NUMBER LOCATION TYPE CFM PRESSURE (PSIG) RECEIVER SIZE MOTOR OVERALL DIM (IN) WEIGHT (LBS) BASIS OF DESIGN NOTES GALLONS DIA X LENGTH (INXIN) HP RPM V/PH/HZ ACP -1 X1/XA ROTARY SCREW 73 125 120 24X72 25 1800 480/3/60 72X71X44 1,300 QUINCY NORTHWEST QNW-F25 1,2,3,4 GENERAL NOTE: PHYSICAL DATA DOES NOT INCLUDE SOUND ATTENUATION ENCLOSURE. NOTES: 1. VIBRATION ISOLATION ON 4" CONCRETE PAD. 2. AUTOMATIC DRAIN DOWN. 3. STARTER 4. SOUND ATTENUATION ENCLOSURE. REVISION APPROVED REVISION APPROVED ORIG ADC THERMOPLASTICS AFP A ADC THERMOPLASTICS AFP - DCN -01 DD3205-1 DD3205-1 DLR GROUP DLR GROUP 06.28.17 07.14.17 gli_im.ffErzw”0 Jul 14 2017 10:30 AM M11-611tA ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. DATE 06.28.17 CHECKED SUBTITLE REVIEWED FOR CODEPPCOMVED CE RO SEP 0 6 2011 City of Tukwila BUILDING DIVISION DLR Group Architecture Engineering Planning Interirxs RECEIVED CITY OF TUKWILA AUG 2 3 2097 PERMIT CENTER ISSUE FOR CONSTRUCTION DCN -01 07.14.17 MECHANICAL EQUIPMENT SCHEDULES CURRENT REVISION DD3205-1 SYMBOL A DATE 07.14.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 09-101 MECHANICAL MASTER COL. DEV. CENTER, WA SHEET M1V JOB NO. COMP NO. DWG NO. 09-101-M1V SEA -COLLABORATION: 7/14/2017 8:51:02 AM MATCHLINE SHEET 09-101-PTA45 PARTIAL PLA\ VI SCALE: 1/8"= V-0" -w SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP D33205-1 DLR GROUP CN 06.28.17 � QOE/NG m c� B PT1 M42 PT1M4 PT1 M45 PT1M46 DLR Group Architecture Engineering Planning Interiors un 27 2017 12:30 PM M457 • 4 PT1V I T- 1 MOUNT IS tear IS POS&e Tiff row REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila BUILDING DIVISION ISSUE FOR CONSTRUCTION 06.28.17 A=GE\ ID GE RAL OT=S EF \CE ID AWI\GS CO\ ST,CTIO\ OT -S I SIT V T T T T 1M10 1M11 1M12 1M13 1M14 1M15 1M16 1M17 1M18 1M19 1M20 1M21 1M22 1M23 1M24 1M25 1M26 1M27 1M28 1M29 1M30 1M31 1M32 1M33 1M34 1M35 1M36 1M37 ,, 1M38 1M39 1M40 1M40 iM42 j 1M43 1M44 1M45 1M46 R CEIVED TUKWILA AUG 2 2017 PERMIT CENTER ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. DATE 06.28.17 CHECKED SUBTITLE DUCTWORK CURRENT REVISION SYMBOL° sic DATE 06.28.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 COL S -W/21-22 DEV. CENTER, WA SHEET PT1 M42 JOB NO. D33205-1 COMP NO. DWG NO. 09-101-PT1 A42 GRUNGAMORNCHAI: 5/11/2017 2:20:03 PM PT1M42 M457 PT1M4 PT1M45 PT1M46 MATCHLINE SHEET 09-101-PTA42 X3 �A�TIAL LA\ VI SCALE: 1/8"= 1'-0" VJ MATCHLINE SHEET 09-101-PTA46 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTIC AFP D33205-1 DLR GROUP CN 06.28.17 Q� ElNG m D'- n- 0 IIS DLR Group Architecture Engineering Planning Interiors "un 27 2017 12:30 PM ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila BUILDING DIVISION ISSUE FOR CONSTRUCTION 06.28.17 DRAWN GUIDE R. DATE 06.28.17 CHECKED SUBTITLE DUCTWORK n ID SEE SHEET 01 FOR LEGEND SYMBOLS G SAL OTES SEE SHEET 01 FOR ADDITIONAL GENERAL NOTES. =1 RE\C DRAW \GS CO\STR ,JCTIO\ OT /• T T T T 1M10 1M11 1M12 1M13 1M14 1M15 , 1M16 1M17 1M18 1M19 1M20 1M21 1M22 1M23 1M24 1M25 1M26 1M27 1M28 1M29 1M30 1M31 1M32 1M33 1M34 1M35 1M36 1M37 1M38 1M39 1M40 1M40 1M42 »M43 j 1M44 1 1M45 1M46 <EY PLAN SCALE: NONE CURRENT REVISION RECEIVED CITY OF TUKWILA AUG 232017 PERMIT CENTER SYMBOL() SIG DATE 06.28.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTIC AFP BUILDING 09-101.1 ARCHITECTURAL MASTER COL. 7/21-22.5 DEV. CENTER, WA SHEET PTIM43 JOB NO. D33205-1 COMP NO. DWG NO. 09-101.1-PT1A43 GRUNGAMORNCHAI: 5/11/2017 2:19:45 PM X5 PLATFORM PT1 V21 X7 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTIC AFP D33205-1 DLR GROUP CN 06.28.17 BOENG C'— DLR Group Architecture Engineering Planning Interiors un 27 2017 1 2:30 PM ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED / PT1M42 M457 /PTiM4 PTiM45 PT1M46 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila BUILDING DIVISION ISSUE FOR CONSTRUCTION 06.28.17 DRAWN GUIDE R. CHECKED DATE SUBTITLE 06.28.17 DUCTWORK L IC G FAL CT RAF \C 9AW \GS CO\STRJCTIO CT -S 1 >T W T T T T_, 1M10 1M11 1M12 1M13 1M14 1M15 1M16 1M17 1M18 1M19 1M20 1M21 1M22 1M23 1M24 1M25 1M26 1M27 1M28 1M29 1M30 1M31 1M32 1M33 J 1M34 1M35 1M36 1M37 1M38 1M39 1M40 1M40 1M42 1M43 ri 1M44' ///////// 1M45� 1M46 CURRENT REVISION SYMBOL ECEIVED CITY OF TUKWILA AUG 2 3 2017 PERMIT CENTER DATE G 06.28.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTIC AFP BUILDING 09-101 SHEET PTIM45 JOB NO. D33205-1 COMP NO. ARCHITECTURAL MASTER COL. S -W/22-23 DEV. CENTER, WA DWG NO. 09-101-PT1 A45 CL GRUNGAMORNCHAI: 5/11/2017 2:19:21 PT1 M42 M457 PT1 M4 PT1M45 PT1M46 PLATFORM PT1V21 DN DN X6 X7 _J L MATCHLINE SHEET 09-101-1A45 PARTIAL PLA\ VIEW 1/8" = 1'-0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTIC AFP D33205-1 DLR GROUP CN 06.28.17 Q� BOE/NG° C'— 22 DLR Group Architecture Engineering Planning Interiors un 27 2017 12:30 PM REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila BUILDING DIVISION ISSUE FOR CONSTRUCTION 06.28.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. DATE 06.28.17 LEGEND: SEE SHEET G1 FOR LEGEND SYMBOLS GENERAL NOTES: SEE SHEET G1 FOR ADDITIONAL GENERAL NOTES. CONSTRUCTIO\1 NOTES: Om ?- -V T T T T 1M10 1M11 1M12 1M13 1M14 1M15 1M16 1M17 1M18 1M19 1M20 1M21 1M22 1M23 1M24 1M25 1M26 1M27 1M28 1M29 1M30 1M31 1M32 1M33 1M35 1M36 1M37 1M38 r1M34 1M39 1M40 1M40 1M42 1M43 1M 44 1M45 '1M46% 9-101.1 KEY PLAN I,I Ip RECEIVED CITY OF TUKWILA AUG 2 3 2017 PERMIT CENTER APPROVED BY DEPT. DATE CHECKED ENGINEER SUBTITLE DUCTWORK CURRENT REVISION SYMBOLO R DATE 06.28.17 CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTIC AFP BUILDING 09-101.1 ARCHITECTURAL MASTER COL. Z/21-22.5 SHEET PT1 M46 JOB NO. D33205-1 COMP NO. DEV. CENTER, WA DWG No. 09 -101.1-PT1 A46 0_ GRUNGAMORNCHAI: 5/11/2017 2:19:01 4"C HWR 4"CHWS ,r 2" = x 5 2-1/2" 2-1/2" 6" CMTS --------------(–}– HWR — HWS HWS 1321"- HWR n-- 6" CHWR HWR CHWS 2-1/2" 2-1/2" 6" CHWR 6" HWS HWR CHWS CHWR r n I 24" HWS c_ 24" HWR 4"CHWS 4"CHWR STEP–UP STEP-UP 2-1/2" DRIP LEG WITH 1"-15B4 F&T TRAP SET -DUTY 560#/HR rL _4"CHW "LPC HWS 2#"LPS 4"C HWS 24" HWR CW CL -i"HWS i"HWR 2" HWS 4"CHWR "LPC _ 24"LPS 2inHWR 4"CHWS CL -i„HWS i"HWR CWM96 CWM503 TYP. OR SIM. 2 UNITS THIS SHEET REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE AS -BUILT - REFURB AHU'S (2008) HARR 04/20/10 RELOCATE DRIP LEG TRAP OVER AHU 215 10460778 HARR 04/20/10 ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.28.17 ADC THERMOPLASTICS AFP D33205-01 DLR GROUP MJ 07.14.17 Q� BOE/NG c�— DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. L_ H PC HPS STM HWS HWR CHWS CHWR COND PCOND LPC LPS CONDENSATE STEAM HIGH PRESSURE 125, 250 PSIG) HIGH PRESSURE STEAM SUPPLY STEAM SUPPLY HEATING WATER SUPPLY HEATING WATER RETURN CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSATE PUMPED CONDENSATE LOW PRESSURE CONDENSATE LOW PRESSURE STEAM GE\RAL N OTES AHU 214 Sc 215 REFURBISHED IN 2008. SEE DWG CWM503. REHEAT COIL IN AHU 214 REPLACED IN 2008. NEW COIL: COLMAC BWL-43.5X108-2R-8F-WR. E\CE IAW \GS TIFF 109 -101B -4672-M2 PRODUCTION AREA -TRUSS LEVEL PLAN TIFF 109 -101B -4657-M4 SECTIONS 109-101-CWM500 CATWALK PIPING PLANS, SECTIONS & DETAILS 109-101-M1 M94 MEZZANINE SUPPORT AREA PIPING PLAN 109-101-CWM147 CATWALK PLUMBING PLAN 109-101-1M188 PIPING FIRST FLOOR PLAN ISSUE FOR CONSTRUCTION DCN -01 07.14.17 DATE 06.28.17 CHECKED SUBTITLE HVAC PIPING p EPARATE. AApMIr,gND RDVA co\srJcrio� \OT IS 2"CHWS/CHWR & 1-1/2" HWS/HWR MOUNT TIGHT TO WALL AND DROP TO BELOW PLATFORM. REF 1/M457 FOR CONT. KEY PLAN SCALE: NONE CURRENT REVISION D33205-01 SYMBOL AUG 2 3 2017 IT CENTER DATE 07.14.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED Jul 14 2017 10:30 AN APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 9-1O1.CW MECHANICAL MASTER COL. W—Z/22-23 DEV. CENTER, WA SHEET CWM96 JOB NO. D33205-01 COMP NO. DWG NO. 09-101—CWM96 SEA_COLLABORATION: 7/14/2017 9:15:48 AM T T T T, CWM60 CWM61 CWM62 CWM63 CWM64 CWM65 CWM66 CWM67 CWM68 CWM69 CWM70 CWM71 CWM72 CWM73 CWM74 CWM75 CWM76 CWM77 CWM78 CWM79 CWM80 CWM81 CWM82 CWM83 i 'WM84 CWM85 CWM86 CWM87 CWM88 CWM89 CWM90 CWM91 CWM92 CWM93 CWM94 CWM95a51 ,,,,,,, pi, KEY PLAN SCALE: NONE CURRENT REVISION D33205-01 SYMBOL AUG 2 3 2017 IT CENTER DATE 07.14.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED Jul 14 2017 10:30 AN APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 9-1O1.CW MECHANICAL MASTER COL. W—Z/22-23 DEV. CENTER, WA SHEET CWM96 JOB NO. D33205-01 COMP NO. DWG NO. 09-101—CWM96 SEA_COLLABORATION: 7/14/2017 9:15:48 AM 4"AIR &VAC UP (FOR CONT. SEE 9 -101 -CM 147 SYM 3"V 1" PUMPED WASTE(ABANDONED) 1"HPC 6" HARD VACUUM II & 4" VAC I 4"CA TUNNEL 0- TUNNEL / TN M 1`3-7 T-NNI500 - -'/ TNM137 TNN r 1 r� I I`� I L_ L _ - 500 HPS J TNM142 TNM502 TNM142 (TYP 8 PLACES) TNM142 TNM502 ANCHOR (TYP 3) LINOVECTOR ELEMENT (,,-- 8'x14"C-44-40 W/CX COVER (TYP 4) 14" SFCA COMPENSATOR (TYP 4) LEGE\D A - CD PC HPC LPC STM - HPS G CW HW PW - --STS--- - --RWLVAC SAN D CLWS CLWR HWC -V EG LN 2 IWP COMPRESSED AIR CONDENSATE PUMPED CONDENSATE HIGH PRESSURE CONDENSATE LOW PRESSURE CONDENSATE STEAM PIPING HIGH PRESSURE STEAM GAS DOMESTIC COLD WATER DOMESTIC HOT WATER SUPPLY PROCESS WATER STORM SEWER RAIN WATER LEADER PROCESS VACUUM (VAC 1&2) SANITARY SEWER DRAIN COOLING WATER SUPPLY COOLING WATER RETURN DOMESTIC HOT CIRCULATING WATER VENT ETHYLENE GLYCOL HYDRAULIC SUPPLY HYDRAULIC RETURN HYDRAULIC DUMP LIQUEFIED NITROGEN INDUSTRIAL WASTE PUMPED JIP EXPANSION JOINT / PIPE GUIDE TUNNEL 1i" CD 4" SAN SEE CONTINUATION ON SHEET TNM143 r 2" CA 67.--=- 2" VA II Ir�—i I I� s,I ta ./ 0 .7)_. L REVISION 4 6" HARD VACUUM I VAC -11-13 VAC II 4" VAC I 4" CA LINE ./ TUNNEL PLUMBING & PIPING DETAIL TNM142 TNM501 '. / TWO 1"0 VACUUM LINES w/2"X2"X1" TEES IN THE 2"0 LINE. SEE DWG. 1M145 FOR THE PIPING CONTINUATION. BY APPROVED (-N , 2" VAC II DATE SYM " CA VAC—I-12 VAC VAC—II-12 VAC 11 CA -22 CD A 6" HARD VACUUM II 4" VAC I " CA LINE GE\EAL \OT 1. COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE-SPECIFIC PREFERENCES: �/ / TWO 1"0 COMPRESSED AIR LINES W\2"X2"X1" TEES IN THE 2"0 LINE. SEE DWG. 1M145 COR TRE/ PIPING CONTINI(TION. 0 1"CA UP 1"VAC UP " VAC II (/ 1' ./ REVISION (I T 2" VAC II :/ 1"VAC UP (-\ 1"CA UP r TRENCH (TYP) 1"VAC UP 1"VAC UP BY APPROVED DATE 1, l ( ( ' TWO 1`'1 VACUUM LINES'w/2"X2"X1"TEES IN THE 2"0 LINE. SEE DWG. 1M145 FOR THE PIPING CONTINUATION. A DRAWING FIELD VERIFIED & UPDATED S.RUDELL R.SQUIRES 10.11.07 F ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.28.17 B DESIGN UTILITIES FOR CTLM #5/6 11870746 M.WONG RWS 05.31.11 G ADC THERMOPLASTICS AFP - DCN -01 D33205-01 DLR GROUP MJ 07.14.17 C INSTALL POWER N INSTRUMENT VACUUM T.5-22 9-101 W1563890 SAZAN/SS 04.19.13 D 777 FLIPPER CELL 80 FT PANEL ONLOAD W16160449 CEI MS 05.23.14 E RELOCATE (2) XTSB TABLES W4346634 M.WONG 04.18.16 TWO 1"0 COMPRESSED AIR LINES W\2"X2"X1" TEES IN THE 2"0 LINE. SEE DWG. 1M145 FOR THE PIPING CONTINUATION. TWO 1"0 VACUUM LINES w/2"X2"X1" TEES IN THE 2"0 LINE. SEE DWG. 1M142 FOR THE PIPING CONTINUATION. TWO 1"0 VACUUM LINES w/2"X2"X1"TEES IN THS)2" 0 LINE. SEE i31IG. 1M142 ( FWR THE PIPING CONTINUATION. :/ :/ (� / SLOPE P1/2"CD '% DOWN TOWARD EXISTING FLOOR DRAIN IN TUNNEL 5 PIPE: ASTM B-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. 2" VAC II --- " CA 1-1 /2"CD FROM FIRST FLOOR SEE CONTINUATION ON 2/M456 FOR CA: 2-1/2" OR LARGER: TYPE L COPPER ROLL -GROOVED FITTINGS AND DUCTILE IRON ROLL -GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. FOR VAC: 2-1/2" OR LARGER: TYPE L COPPER SEE NOTE #5. VALVES: 2" AND SMALLER: BRONZE TWO-PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. r -N r` w/ 2-1/2" AND LARGER: ELASTOMER -LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211 xx 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSE AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. TESTING OF THE NEW VACUUM PIPING SHALL USE THE BUILDING VACUUM SYSTEM AND ISOLATE THE NEW PIPING FOR 1 HOUR. THERE SHALL BE NO NOTICEABLE VACUUM LOSS BY LOOKING AT THE VACUUM GAUGE. 3. COORDINATE COMPRESSED AIR PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. 4.. PROVIDE PIPE LABELS AND FLOW ARROWS FOR ALL NEW PIPING. 5. FOR 2-1/2" OR LARGER VACUUM, USE VICTUALIC FLUSHSEAL GASKET, CO\ST CTIO\ TNM142 M456 TNM14 TNM145 TNM146 DLR Group Architecture Engineering Planning Interiors Q�BOE/NG0 ISSUE FOR CONSTRUCTION DCN -01 07.14.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN GUIDE R. CHECKED ENGINEER DATE 06.28.17 CHECKED APPROVED Jul 14 2017 10.30 Ati APPROVED IF SCE DAWI\GS TIFF 109-101 B -4607-M1 PLUMBING UNDERGROUND PLAN TIFF 109 -101B -4672-M1 PRODUCTION AREA FLOOR PLAN 9-101-M313 CA & VAC. FLOW DIAGRAMS 9-101-TNM137 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101-TNM143 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101-TNM145 TUNNEL PARTIAL PIPING PLUMBING PLAN 9-101-TNM500 TUNNEL 14 PLAN, SECTIONS & DETAILS 9-101-TNM501 TUNNEL 14 PLAN, SECTIONS & DETAILS 9-101-TNM502 TUNNEL 14 PLAN, SECTIONS & DETAILS 9-101-CWM147 EAST AN EX CATWALK PLUMBING PLAN SUBTITLE TITLE SEPARATE' AERM rAN APPROVAL UIREp PLUMBING THERMOPLASTICS AFP BUILDING 9-101.1 MECHANICAL MASTER COL. S—W/21-22 / V T T T T, TNM110 TNM111 TNM112 TNM113 TNM114 TNM115 TNM116 TNM117 TNM118 TNM119 TNM120 TNM121 TNM122 TNM123 TNM124 TNM125 TNM126 TNM127 TNM128 TNM129 TNM130 TNM131 TNM132 TNM133 TNM134 TNM135 TNM136 TNM137 TNM138 TNM139 TNM140 TNM141 j�NM142 TNM143 TN M144 1 ---CITY TI I EIVT�t2112.6 or TUKWILA DEV. CENTER, WA AUG 2 3 2017 CURRENT REVISION D33205-01 SYMBOL DATE ENTER 07.14,17 SHEET TNMI42 JOB NO. D33205-01 COMP NO. DWG NO. 09 —101.1—TNM142 SEACOLLABORATION: 7/14/2017 8:58:05 AM TUNNEL # TUNNEL 2"SAN -� (TYP 8 PLACES) T M143 TNM502 FCO FD C CD 1i" SFCA COMPENSATOR TIM 143 TNM503 (TYP 3) \ N UN FD MODIFY EXISTING FLOOR DRAIN TO INCLUDE FUNNEL. DISCHARGE - - "CD-I-NTO -FLOOR- DRAIN-WIT1.1- - - AIR GAP. 2" CA 2" HARD VACUUM II IFsu v� VAC wmuTul A VAC LINOVECTOR ELEMENT 8'x1I"C-44-40 W/CX COVER (TYP 4) CW 1" PUMPED WASTE (ABANDONED) 4" SAN VAC CW CW 1 "LPC 1- 3/8"A (1) 3/8"VAC (1 TNM143 TNM502 r3/8"A (1) 3/8"VAC (1) TNM143 TNM502 TNM142 M456 TNM14 TNM145 TNM146 1"A 1"A " CW -� 2" CA 2" HARD VACUUM II 9 TNM143 M605 9 TNM143 M605 1" CA LINE UP 1" VAC. LINE UP 6" HARD VACUUM II 4" VAC I 4" CA LINE 13/8"A (1) -\ 3/8"VAC (1) (SIMILAR) TNM143 TNM502 2"X2"X1" VAC TIE-IN Iii rNEL # a�T SEE DWG. DWG. TNM138 FOR CONTINUATION ANCHOR 2"SAN (TYP 5) 6" 1 I"LPC L _- 6" CA LINE CA -18 VAC -II -13 % VAC -I-16 HARD i" off- 2" CA �-- 2" HARD VACUUM II 2"X2"X1" CA TIE-IN r3/8"A (1) 3/8"VAC (1� (SIMILAR) TNM143 TNM502 PARTIAL PLA\ VIEW SCALE: 1/8" = 1'-0" �-3 UP TO UTILITY o OUTLET (TYP) / O TRENCH (TYP) REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWING FIELD VERIFIED & UPDATED S.RUDELL R.SQUIRES 10.11.07 DC FREEZER ADDITION J#16262 WH MBL 04.12.13 DC FREEZER ADDITION - RECORD DRAWING J#16262 WH MBL 05.07.14 ADC THERMOPLASTIC AFP D33205-01 DLR GROUP CN 06.28.17 gli.t0:"Pmr011 un 27 2017 12:28 PM meati SUMP BELOW A ENLARGED TUNNEL PARTIAL PLAN 1 TNM143 TNM502 & TNM 138�-� 1"CW UP TO EWC-1 6" VAC II UP 4" VAC I UP 4" CA UP, 1/2" C.W. UP 1NM503 TNM143 r L� L PUMP MOTOR CONTROL PNL._) TNM143 TNM503 ENLARGED TUNNEL PARTIAL PLAN DLR Group q1P-51A P -51B L(E)4" -I i - 4" PUMPED SAN. lrNM 14TNM503 L—J Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. LL _JJ .5 a ISSUE FOR CONSTRUCTION 06.28.17 DATE 06.28.17 CHECKED p '�RqS 4Pp 44/TA SUBTITLE ni . 0fr��VR PLUMBING LEGEND: A CW D LPC HW PW IWP V RWL SAN VAC e 3E COMPRESSED AIR DOMESTIC COLD WATER DRAIN LOW PRESSURE CONDENSATE DOMESTIC HOT WATER SUPPLY PROCESS WATER INDUSTRIAL WASTE PUMPED VENT RAIN WATER LEADER SANITARY WASTE PROCESS VACUUM (VAC I&II) SIMPLEX AIR OUTLET FAL \OTES BURIED COMPRESSED AIR PIPING: 2 1/2" & LARGER - SCH 40, BLACK CARBON STEEL WITH WELDED FITTINGS. 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. .EFFE \CE \GS TIFF 109 -101B -4607-M1 PLUMBING UNDERGROUND PLAN TIFF 109-1018-4735-M1 TRENCH PIPING TIFF 109 -101B -4672-M1 PRODUCTION AREA FLOOR PLAN 9-101-M313 CA & VAC. FLOW DIAGRAMS 9-101-TNM138 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101-TNM142 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101-TNM146 TUNNEL PARTIAL PIPING PLUMBING PLAN 9-101-TNM503 TUNNEL #14 PLAN, SECTIONS & DETAILS CO\STS CTIO \ \ OTES Om r /-W- T T T T TNM110 TNM111 TNM112 TNM113 TNM114 TNM115 TNM116 TNM117 TNM118 TNM11S TNM120 TNM121 TNM122 TNM123 TNM124 TNM125 TNM126 TNM127 TNM128 TNM129 TNM130 TNM131 TNM132 TNM133 TNM134 TNM135 TNM136 TNM137 TNM138 ij TNM139 TNM140 TNM141 TNM142�T'N'fl4 TNM1L4 TNM145 TNM146 KEY PLAN SCALE NONE 16 SCALE: 1/8" = CURRENT REVISION D33205-01 -0" RECEIVED CITY OF TUKWILA AUG 2 3 2017 PERMIT CENTER SYM BO L 3 DATE 06.28.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTIC AFP BUILDING 9-101.1 COL. W -Z/21-22 SITE SHEET TNMI43 JOB NO. COMP NO. DWG NO. 9-101.1-TNM143 GRUNGAMORNCHAI: 5/11/2017 SYM ,_, kip _, `� i % r) i„)1 APPROVED 42» i VAC 2" CA 2" VAC REVISION 2" CA 2" CA 2" VAC 2" VAC CA 2" 2" TNM116 ® in A I I HARR /2" i i 6/21/06 i 1- -CA TNM127 - DRAWING FIELD VERIFIED & UPDATED . �� T S.SQUIRES rT 1 i I t , '- l t l l 1 "CA UP 1"VAC U' 'TNM134 TNM135 t ' t t l 1 l 'Th t eTh U ( t j P.O.C. i 11870746 M.WONG ' t l () l t l l TNM143 , i I ' i .,) 'Th C 777 FLIPPER CELL 80 FT PANEL ONLOAD L CEI :)®Q 05.23.14 i J TRENCH PIPING DETAIL © D ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.28.17 1- TNM145 TNM501 P.O.C. Io j �� > i v 1 "VAC UP �� 1CAUP I P.O.C. p -P. .C. t "VAC— 2 :. 1 I (ABANDON r---, r-, rm D o C1--' -' c-) 1 i_ I ! - _ 1"AC t - _, ,--, ,--'1 t - 2 VAC, = = r •; (�1 t I I • „CA i TRENCH (TYP) t t i 1"VAC U' ,-, r, ri i 1"CA UP 1"CA UP i% ; /ACUP__ __ L „C t 1 II i L i i'> 0 ii i) ,) _% _ ti i I J I It, i) i _ L i i) J ii Ci 2" VAC i_;; t t I I J , 1 O- t I ii 0 _i ) \ J_ - _) 1 /2" BLK STL PIPE ON FLOOR I s :;a, SLITTER r, r r, 10" VAC 3 (ABANDONED) _' _%;%) J '-' ) I 8" SD U' C.O. AT FLOOR - i, - i, ii ' 1 1(7'51 I, r i-', i \ i-, i)0 I. t - -- i, i\ - i1 i , . r } (T) � I ' , ) ^' ) _ I I O I I I , t_ —,- 1.. ?; 1— L J tL i- '; ' '- % , p..„) 1.,..) :._., ;_.) % ; )J TO 10" SD 5'-0" t ( ( BELOW F.F. SEE L DWG C-3 FOR (:fNTINIlAT1(1N s ti Iii ii ii i-i i C;; i 2" VAC II 2" CA %4" CW 2" VAC II 2" CA 3/4" CW 3/8"A (1) 3/8"VAC (1) i/TNM146 3/8"A (1) \1 3/8"VAC (1) J TNM146 TNM502 UP TO UTILITY OUTLET (TYP) 1" CA (3/8„A (1) I 3/8"VAC Q2) TNM146 TNM502 4)1-10 1" VAC " CA 3/8 4 (1) 3/8"VAC (1) (SIMILAR) TNM146 TNM502 TRENCH (TYP) (3/8»A (1) \ 3/8"VAC (1) ) TNM146 TNM502 3/8"A (1) 3/8"VAC (1) (SIMILAR) TNM 146 TNM502 (3/8"A (1) 3/8"VAC (1) J) (SIMILAR) TNM146 TNM502 4>a 2" VAC II UP (SIMILAR) TNM502 3/8 "A (1) 3/8"VAC (1) 2" CW UP W/HOSE BIB & VAC BREAKER 2" VAC II UP Q Q re- re- TNM146 TNM502 I Y4" CA ' SD UP () 0 C) C) 00 l�i 0 1 C_ , REVISION BY APPROVED DATE SYM (7%;"--.2TO 10" SD 5'-0" BELOW F.F. SEE DWG C-3 FOR CONTINUATION REVISION C) BY APPROVED DATE ADD POWER, AIR HK VACUUM J#546111-00 C.HARRAH RWS 06.08.04 D FLIPPER TOOL VAC SUPPLY W016154470 RDS RDS 5-8-14 RELOCATE DEV—TEST — IFC WH_11047.006 WH JDM 06.23.11 E ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.28.17 REDLINES CD07 11047.006 NC WH GV 09.05.12 F ADC THERMOPLASTICS AFP — DCN -01 D33205-01 DLR GROUP MJ 07.14.17 ADC WH GV 04.01.13 RECORD SET .0.E,,ff® xtl A UP SEE LBW&JIM146 FOR CONTINUATION (TYPICAL) r ro l l2_ 'd 0 0 I) 0 C C) t_ _? ) C) DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED l_ 1 ISSUE FOR CONSTRUCTION DCN -01 07.14.17 DRAWN GUIDE R. CHECKED DATE 06.28.17 PERgNiz A R�M�rgNt? SUBTITLE R��C QED PLUMBING LEGE\ D A CW D G HW PW IWP V RWL SAN VAC GE\ COMPRESSED AIR DOMESTIC COLD WATER DRAIN GAS DOMESTIC HOT WATER SUPPLY PROCESS WATER INDUSTRIAL WASTE PUMPED VENT RAIN WATER LEADER SANITARY WASTE PROCESS VACUUM PAL \ OTES 'EFRE \CE DAWI\GS TIFF 109 -101B -4607—M1 PLUMBING UNDERGROUND PLAN TIFF 109 -101B -4738—M1 PLUMBING UNDERGROUND PLAN 9-101—M313 CA & VAC. FLOW DIAGRAMS 9-101—TNM143 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101—TNM145 TUNNEL PARTIAL PIPING/PLUMBING PLAN 9-101-1M146 1ST FLOOR PIPING PLAN CO\ STUCTION \C TES r ' / V T T T T_I TNM110 TNM111 TNM112 TNM113 TNM114 TNM115 TNM116 TNM117 TNM118 TNM111: TNM120 TNM121 TNM122 TNM123 TNM124 TNM125 TNM126 TNM127 TNMI28 TNM129 TNM130 TNM131 TNM132 TNM133 TNM134 TNM135 TNM136 TNM137 TNM138 TNM139 TNM140 TNM141 TNM142 TNM143 TrIM144 TNM145 TNMI/ j _, KEY PLAN SCALE: NONE 8' 4' 0 4' 8' —O 16' 111111=111111— SCALE: 1/8"=1'-0" CURRENT REVISION D33205-01 SYMBOL F DATE 07.14.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED ,u114 2017 10:30 ANI APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 9-101.1 MECHANICAL MASTER COL. W—Z/22-23 DEV. CENTER, WA SHEET TNM146 JOB NO. W016154470 COMP NO. DWG NO. 9 —101.1—TNM 146 R RECEIVED CITY OF TUKWILA AUG 2 3 2017 PERMIT CENTER 03 N 0 0 J O cc,4 FOR CONT. SEE DWG. CWM147 CA DN. TO TUNNEL FOR CONT. SEE DWG. 9-101—TNM 142 r r L L L L 1 ' r--1 1 1 L --J FREEZER WALK—IN BEHC 31-073261 BSS7002 r--1 1 L__J 11 II II II µ— —il 11 11 II II II II IF --11 II II II II 11 II -- +I 11 II II II U II II III II II tF--H II II II II 11 11 IF --1l II 11 11 11 II II µ--4I II II II II IF --i1 11 II II II II II d--il II II II II II II I --41 11 11 II II N --+I II 11 11 11 11 --Ii II II 11 11 --1-I II I II II II II l --+I II I II II 1"CA UP W/ Y2&3/8"AIR OUTLETS I I L --J r- I 1 L --J 1"VAC UP W/ 4 VAC OUTLET 45 M53 IIP A IIII u II u II 1M145 M532µ u II I II N --N u 11 II„ 2 II II --4I 11 M532 0 4 II fF --+I 11 11 11 4 II II --0 11 11 II II 11 11 IF --i0 II II II II 11 4 II II 1” VAC DOWN TO 2 µ— —VAC OUTLET SES —"— '— DETAIL a 4V r --i 1 1 L --J r--"1 1 1 L --J aC UP W/ AC OUTLETS 1 "C,A UP W/ Y2" /8" AIR OU LETS 1"VAC UP W/ 4 VAC OUTLETS 1"VAC UP PARTIAL D LA\ SCALE: 1/8" = 1-0" VIEW DLR Group Architecture Engineering Planning Interiors SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A 6545 — DISASSEMBLE CTLM 10146725 M.WONG RWS 01.15.10 F RELOCATE (2) XTSB TABLES W4346634 M.WONG 04.19.16 B DESIGN UTILITIES FOR CTLM #5/6 11870746 M.WONG RWS 05.31.11 G ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.28.17 C INSTALL POWER N INSTRUMENT VACUUM T.5-22 9-101 W1563890 SAZAN/SS 04.19.13 D REMOVE FREEZER W2502518 HARR 03/06/14 E 777 FLIPPER CELL 80 FT PANEL ONLOAD W16160449 CEI MS 05.23.14 Qi- BE/Nm C' rt --11 II II II II U II IF --+1 II II 11 II II II I - II II II II IF --11 11 11 II II 11 II It--il ii 0 II II IF --i1 11 11 11 11 II II II II II II IF --+I II II II II 11 11 11 11 tF--ii 11 11 11 IF --41 11 11 II II II II IF --IH II II II II II II II II II II tF-- H II II II II 11 11 II II II II II II l--41 II II �1 11 t 1 r--1 1 1 L --J 8 1M1421M534 XA LASER ROOM 1 1V21 1M14.2M456 1M143" 1M145 1M146 ISSUE FOR CONSTRUCTION 06.28.17 un 272017i2:28rive fa" C, 12,11 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. CHECKED DATE 06.28.17 'EFEE\ CE \GS TIFF 109 -101B -4632-M1 TRUSS SPACE PLUMBING 109-101-CWM147 EAST ANNEX CATWALK PLUMBING PLAN 109-101-TNM142 TUNNEL #14 PIPING/PLUMBING PLAN PA'A7' ARPRI rAN® �'nV SUBTITLE ' ifIF 0 PLUMBING LEGE\J A CW D G HW PW PHW PHWC IWP V RWL SAN VAC PSAN STS CD CO GE\ COMPRESSED AIR DOMESTIC COLD WATER DRAIN GAS DOMESTIC HOT WATER SUPPLY PROCESS WATER PROCESS HOT WATER PROCESS HOT WATER CIRCULATING INDUSTRIAL WASTE PUMPED VENT RAIN WATER LEADER SANITARY WASTE VACUUM PUMPED SANITARY WASTE STORM SEWER, RAIN WATER LEADER CONDENSATE DRAIN DUPLEX COMPRESSED AIR OUTLET SIMPLEX PROCESS VACUUM OUTLET DUPLEX PROCESS VACUUM OUTLET HAL \OTES 1. COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE—SPECIFIC PREFERENCES: PIPE: ASTM B-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. FOR CA: 2-1/2" OR LARGER: TYPE L COPPER ROLL—GROOVED FITTINGS AND DUCTILE IRON ROLL—GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. FOR VAC: 2-1/2" OR LARGER: TYPE L COPPER SEE NOTE #5. VALVES: 2" AND SMALLER: BRONZE TWO—PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER—LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211 xx 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. TESTING OF THE NEW VACUUM PIPING SHALL USE THE BUILDING VACUUM SYSTEM AND ISOLATE THE NEW PIPING FOR 1 HOUR. THERE SHALL BE NO NOTICEABLE VACUUM LOSS BY LOOKING AT THE VACUUM GAUGE. 3. COORDINATE COMPRESSED AIR PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. 4. PROVIDE PIPE LABELS AND FLOW ARROWS FOR ALL NEW PIPING. 5. FOR 2-1/2" OR LARGER VACUUM, USE VICTUALIC FLUSHSEAL GASKET. CO\STUCTIO\ \OTES { -V T T T T__, 1M110 1M111 1M112 1M113 1M114 1M115 1M116 1M117 1M118 1M119 1M120 1M121 1M122 1M123 1M124 1M125 1M126 1M127 1M128 1M129 1M130 1M131 1M132 1M133 I M134 1M135 1M136 1M137 1M138 I rECEIVED CI0139rUK\1ML4s� 1M141 7 /f//� 1M1 2/ 1M143 AUG 2 3 X0171M1' 44 1M145 1M146 PERMJT9c-E EREY PLAN CURRENT REVISION D33205-01 SYMBOL G DATE 06.28.17 23 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101.1 COL. S -W/21-22 DEV. CENTER, WA SHEET 1M142 JOB NO. D33205-01 COMP NO. DWG NO. 09-101-1M142 GRUNGAMORNCHAI: 5/11/2017 1:58:49 PM \—1 /2"CA 1M143 M630 1 /2"CA 1M143 M630 FOR CONTINUATION SEE SHEET 1M138 1 /2"CA 1M143 M630 1 /2"CA 1M143 M630 UTILITY HATCH FOR 1" AIR OUTLET IN TRENCH, SEE (9 1M143 M605 UTILITY HATCH FOR 1" AIR OUTLET IN TRENCH, SEE / 1M143 M605 9 1 1 /2"VAC 1M143 M630 UTILITY HATCH 1M143 UTILITY HATCH (TYP) TN M 502 FOR CONTINUATION SEE SHEET 1M 146 PATTIAL PLA\ SCALE: 1/8" = 1'-0" VIEW 1 /2"CA 1M143 M630 1/2"CA 1M143 M630 DLR Group Architecture Engineering Planning Interiors 1"VAC 1"A Pp JJ 4"A, 4"VAC I & 6"VAC II DOWN TO THE TRENCH, FOR CONT. SEE DWG. TNM 143 & DWG. C M147 FOR TRUSS LOCATION 4"A TO MFC, SEE M553 1"A WITH BALL VALVE y- 1 "CW DN, PROVIDE 1" BALL VALVE 48" AFF Iw I= w cn w R ULI (E)2"A (E)2"VAC 2"VAC FOR CONTINUATION -1--1-tQ--t 1"CW 12" SEISMIC LOOP (TYP) 21.5 EFRE\ CE D.AWI\�S 9 -101-CWM 147 9-101-TNM143 ISSUE FOR CONSTRUCTION 06.28.17 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE RELOCATED CA, VAC I&II TO DWG. CWM 147 S.RU DELL 02.12.08 D RELOCATE (2) XTSB TABLES W4346634 M.WONG 04.19.16 A RELOCATE SEALAUNCH 11670978 M.WONG RWS 03.29.11 E ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.28.17 B DC FREEZER ADDITION J#16262 WH MBL 04.12.13 DC FREEZER ADDITION - RECORD DRAWING J#16262 WH MBL 05.07.14 C OPF-CAF CELLS W3266018 EISI M.WONG 02.24.15 unLIzui12:2?3rive ,.r ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN GUIDE R. CHECKED ENGINEER DATE 06.28.17 CHECKED APPROVED APPROVED LEGE\ A VAC CW GE\HAL \OTES COMPRESSED AIR PROCESS VACUUM COLD WATER 1. COMPRESSED AIR AND VACUUM PIPING SHALL BE: COPPER, TYPE L, HARD DRAWN, SEAMLESS, ASTM B88. SUPPORT PIPE EVERY 8'-0" O.C. 2. ALL PIPE FITTINGS OTHER THAN CONNECTIONS AT BUTTERFLY VALVES SHALL BE: COPPER, PRESS FITTINGS, EPDM SEALS, MATERIALS SHALL COMPLY TO ASTM B16.22 AND PERFORMANCE CRITERIA SHALL COMPLY TO IAPMO PS 117. 3, PIPE FITTINGS AT CONNECTIONS TO BUTTERFLY VALVES SHALL BE: VICTAULIC DUCTILE IRON GROOVED PIPE COUPLINGS, STYLE 75, MATERIALS SHALL COMPLY TO ASTM A 395 AND ASTM A 536, AND BE UL LISTED. 4. VALVES SMALLER THAN 2-1/2" SHALL BE: BRONZE TWO-PIECE BALL VALVE, THREADED END. WATTS 86000 LH SERIES. PROVIDE WITH THREADED ADAPTER FITTINGS. 5. VALVES 2-1/2" AND LARGER SHALL BE: VICTAULIC VIC-300 MASTERSEAL CARBON STEEL BUTTERFLY VALVE, GROOVED END BODY, LEVER LOCK HANDLE, NITRILE SEATS. 6. PIPE ROUTING SHOWN ON DRAWINGS IS DIAGRAMMATIC AND SUBJECT TO REQUIREMENTS OF ACTUAL FIELD CONDITIONS. ALL NEW PIPING AND COMPONENTS SHALL BE LOCATED TO PREVENT INTERFERENCE WITH ACCESS TO AND MAINTENANCE OF EXISTING EQUIPMENT AND COMPONENTS. 7. PIPING IS SUBJECT TO FIELD CONDITIONS. COORDINATE EXACT LOCATIONS WITH BOEING AFTER PLACEMENT OF ASSOCIATED EQUIPMENT. 8. CAP COMPRESSED AIR PIPING INSTALLED AS PART OF THIS JOB, AND USING A 0-200 PSIG PRESSURE GAUGE, CONDUCT A STATIC PRESSURE TEST AT 150 PSIG FOR 2 HOURS WITH NO NOTICEABLE DROP IN PRESSURE. IF PRESSURE GAUGE INDICATES A DECREASE IN PRESSURE, INSPECT PIPING AND REPAIR ALL LEAKS. REPEAT TEST/INSPECTION UNTIL THE PRESSURE TEST INDICATES NO LEAKS. 9. WRAP COPPER PIPE AT ALL PIPE SUPPORTS WITH B -LINE "ISO PIPE" RUBBER TAPE TO A THICKNESS OF 0.04 INCHES TO PREVENT GALVANIC REACTION. 10. COORDINATE ROUTING OF PIPING AND CONDUIT WITH ELECTRICAL PRIOR TO INSTALLATION. 11. CAP THE VACUUM PIPING INSTALLED AS PART OF THIS JOB AND INSTALL A VACUUM GAUGE. CONDUCT A VACUUM TEST USING THE TEMPORARY VACUUM PUMP PROVIDED WITH THIS WORK. AFTER THE VACUUM GAUGE PRESSURE WITHIN THE PIPES HAS STABILIZED NEAR A COMPLETE VACUUM, ISOLATE THE PIPING FROM THE VACUUM PUMP AND STOP THE PUMP. MONITOR THE VACUUM GAUGE FOR (2) HOURS WITHOUT ANY NOTICEABLE CHANGE IN THE VACUUM PRESSURE. IF VACUUM GAUGE INDICATES A DECREASE IN VACUUM, INSPECT AND REPAIR ALL LEAKS AND REPEAT UNTIL THE VACUUM TEST INDICATES NO LEAKS. 12. FOR LEGEND AND ABBREVIATIONS, REFER TO SHEETS MOA AND MOB. EAST ANNEX CATWALK PLUMBING PLAN PLUMBING TUNNEL #14 PLAN 16 SCALE: = pRRA ARATF SUBTITLETI PRQVC J� QU/R,��'p TITLE MECHANICAL MASTER PLUMBING ADC THERMOPLASTICS AFP BUILDING 9-101.1 COL. W—Z/21-22 CO\ STR U CTI O \ \OTES 1 7 \V T T T T 1M110 1M111 1M112 1M113 1M114 1M115 1M116 1M117 1M118 1M119 1M120 1M121 1M122 1M123 1M124 1M125 1M126 1M127 1 1M128 1M129 1M130 1M131 1M132 1M133 -1M134 1M135 1M136 1M137 1M138 1M139 1M140 1M141 1M142 /iii// 1M143j 1M148 114144 1 1MicekEI\J -6 06.16.17 CITY OF TUKWILA 9-101.1 K WIG ;9_6?? SCALE: N.T.S. PERMIT CENTER CURRENT REVISION D33205-01 SYMBOL E DATE 06.28.17 SHEET 1M143 JOB NO. DWG NO. W3266018 9-101.1-1M143 COMP NO, GRUNGAMORNCHAI: 5/11/2017 P P.25 P6 R.25 6 1M110 1 1M112 1M113 1M114 � � T (1 1M118 1M119 1M120 1M121 1M122 1M123 1M124 1M144I 1M126 1M127 1M128 1M129 1M130 1M131 1M132 1M133 --11M1341M135 RFCEIVED 1M136 1M137 1M138 clT'YOF TNK,w, ILAM141 1M142 1M143 AUG L 3 2017 1M' 1M145 1M146 0 m �' 5 �-+- -I — - -- ewe o „, EMER. GEN. ROOM o L _ 2 TL 5l 11 — 2 FCO „ ri L�J v ,3V� 2" V '�� lJ ti FCO 2"V UP FCO • =TRAP PRIMERPRIMERS- 4" 4C-- rz — „ 3"VTR 2" FD (TYP 3) I+ + + :4€ , FD CO 2" SAN UP $ 2" SAN FROM FD -1 r :OE (TYP 8) r, ��� FROM FD -2 CO — LUNCHROOM (TYP 3) NB- MECHANICAL ROOM _ • 1" WASTE 0 4 ORAL M ° .] • i"PW UP 2 TRAP PRIMERS `6] . • ;ii] �„ alg • 6„ TRAP PRIMER ° + 2" SAN FROM FD -2 „ 3 3"CW UP TO MEZZANINE FCO ��� ,� `�� 6 6„• 3�� Al SAN 1 „CW. • - DN SAN 11 FROM FD -2 W8X24 VRA 21 ' SEE CONTINUA 3"RD FROM J COOLING TOWER 3"V UP 3" RELIEF P.O.0 ON SHEET 1M -'� VENT UP 4" SAN 4" STORM DRAIN 4'CW PARTIAL PLA\ VIEW SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A HIGH BAY LUNCH ROOM J#140791-12 M.WONG RWS 11.17.05 B GENERAL DRAWING UPDATE S. RUDELL 05.24.07 C HSTAB TOOL AND EQUIPMENT REMOVAL W4670984 M.WONG 09.28.16 D REMOVE CHILLER PLANT AND PUMPS W4762988 D.STRICKER 12.06.16 E ADC THERMOPLASTICS AFP D33205-10 DLR GROUP CN 06.28.17 un 27 2017 12:28 PM? 1 M455 2.25 2.35 2.5 2.75 TO AHU1W23 DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. MIS- b 111 ISSUE FOR CONSTRUCTION 06.28.17 DATE 06.28.17 CHECKED pEPARATE QppMITAND SUBTITL.�C OVAL "" COV RED PLUMBING LECE\I A CW D G HW PW PHW PHWC IWP V RWL SAN VAC PSAN STS CD 9 VV COMPRESSED AIR DOMESTIC COLD WATER DRAIN GAS DOMESTIC HOT WATER SUPPLY PROCESS WATER PROCESS HOT WATER PROCESS HOT WATER CIRCULATING INDUSTRIAL WASTE PUMPED VENT RAIN WATER LEADER SANITARY WASTE VACUUM PUMPED SANITARY WASTE STORM SEWER, RAIN WATER LEADER CONDENSATE DRAIN DUPLEX COMPRESSED AIR OUTLET SIMPLEX PROCESS VACUUM OUTLET DUPLEX PROCESS VACUUM OUTLET GE\ENL \OTES 1. EVERPURE INSURICE WATER FILTER EV9324-01 W/ EV9612-21 CO\ST.,CTIO\ OTES REMOVED CHILLER PLANT PUMPS AND PIPING FROM MECH ROOM 'EFFE\CE C�AWI\GS 109-101-M1M144 MEZZANINE PLUMBING PLAN 109-101-M455 ENLARGED RESTROOM PLUMBING PLAN / 1\/ T T T T, 1M110 1M111 1M112 1M113 1M114 1M115 1M116 1M117 1M118 1M119 1M120 1M121 1M122 1M123 1M124 1M125 1M126 1M127 1M128 1M129 1M130 1M131 1M132 1M133 --11M1341M135 RFCEIVED 1M136 1M137 1M138 clT'YOF TNK,w, ILAM141 1M142 1M143 AUG L 3 2017 1M' 1M145 1M146 CURRENT REVISION D33205-10 SYMBOL E DATE 06.28.17 23 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER BUILDING 9-101 COL.P—S/22-23 DEV. CENTER, WA SHEET 1M144 JOB NO. 140791-12 COMP NO. DWG NO. 09-101-1M144 GRUNGAMORNCHAI: 6/12/2017 5:00:48 PM \ DISCONNECTED VAC HERE 1Y4"A W/ VALVE N3' A.F.F. [AT 2"VAC W/ VALVE AT N5' A.F.F. /"aro E REEL EXQHANGER I 1Y4"VALVE L (EXIST) COPPER CA 4"VAC I UP 1"CA UP W/ /4 A, Y" & /" AIR r'96" A.F.F. OUTLETS AIR, UP TO CABLE TRAY 1Y4" STL CA REMNANT MACHINE 1"VAC UP W/ 4 VAC OUTLETS 1"VAC UP W/ 4 VAC OUTLET 1M145 M532 1M1451M532 1"CA UP W/ Y2" %" AIR OU LETS (01-1/2"A DN TO TRENCH U Y2" W/ VALVE FOR SLITTER LASER ROOM I. 6"VAC 11 UP 0111 DWG. M1M501 FOR CONT. SEE H(r) 2" COPPER SEE CONTINUATION ON SHEET 1M144 1"CA UP W/ Y"&/'AIR OUTLETS 1M145 M532 1"VAC UP W/ 4 VIC OUTLETS 1"C UP W/ Y2" & /" AIR OUTLETS 3/4"CW IUP TO PLATFORM LEG J A COMPRESSED AIR CW DOMESTIC COLD WATER D DRAIN G GAS HW DOMESTIC HOT WATER SUPPLY PW PROCESS WATER PHW PROCESS HOT WATER PHWC PROCESS HOT WATER CIRCULATING IWP INDUSTRIAL WASTE PUMPED V VENT RWL RAIN WATER LEADER SAN SANITARY WASTE VAC VACUUM PSAN PUMPED SANITARY WASTE STS STORM SEWER, RAIN WATER LEADER CD CONDENSATE DRAIN ® DUPLEX COMPRESSED AIR OUTLET Uv SIMPLEX PROCESS VACUUM OUTLET 00 DUPLEX PROCESS VACUUM OUTLET GE \OTES 1. COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE—SPECIFIC PREFERENCES: PIPE: ASTM B-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. FOR CA: 2-1/2" OR LARGER: TYPE L COPPER ROLL—GROOVED FITTINGS AND DUCTILE IRON ROLL—GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. FOR VAC: 2-1/2" OR LARGER: TYPE L COPPER SEE NOTE #5. VALVES: 2" AND SMALLER: BRONZE TWO—PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER—LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211xx 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. TESTING OF THE NEW VACUUM PIPING SHALL USE THE BUILDING VACUUM SYSTEM AND ISOLATE THE NEW PIPING FOR 1 HOUR. THERE SHALL BE NO NOTICEABLE VACUUM LOSS BY LOOKING AT THE VACUUM GAUGE. 3. COORDINATE COMPRESSED AIR PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. 4. PROVIDE PIPE LABELS AND FLOW ARROWS FOR ALL NEW PIPING. 5. FOR 2-1/2" OR LARGER VACUUM, USE VICTUALIC FLUSHSEAL GASKET. 1"VAC UP W Y2" AIR TO VACUUM PUMP PASTAE PLA\ VIEW SCALE: 1/8" = 1-0" DLR Group Architecture Engineering Planning Interiors ISSUE FOR CONSTRUCTION DCN -01 07.14.17 11V22 EFEE\ CE DANII \GS iM142 M456 iM14 1M145 1M146 TIFF 109 -101B -4632-M1 TRUSS SPACE PLUMBING 109-101-CWM147 EAST ANNEX CATWALK PLUMBING PLAN 109-101-TNM142 TUNNEL #14 PIPING/PLUMBING PLAN REVISION APPROVED REVISION APPROVED A 6545 — DISASSEMBLE CTLM 10146725 B DESIGN UTILITIES FOR CTLM #5/6 M.WONG 01.15.10 11870746 M.WONG 05.31.11 C INSTALL POWER N INSTRUMENT VACUUM T.5-22 9-101 W1563890 D REMOVE FREEZER W2502518 E 777 FLIPPER CELL 80 FT PANEL ONLOAD W16160449 SAZAN/SS 04.19.13 F RELOCATE (2) XTSB TABLES G ADC THERMOPLASTICS AFP W4346634 M.WONG 04.19.16 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. CHECKED DATE 06.28.17 ,,EPARAre APP MITA-© SUBTITLj����,�AL 11 jj RFp S ? V T 1 T r 1M110 1M111 1M112 1M113 1M114 1M115 1M116 1M117 1M118 1M119 1M120 1M121 1M122 1M123 1M124 1M125 1M126 1M127 1M128 1M129 1M130 1M131 1M132 1M133 —6134 RECEIVED 1M135 1M136 1M137 1M138 < C1-nrielf TUI41 /4hA 1M141 1M142 1M143 AUG 2 3 2017 1d44 44 i VM14 /// 1M146 PLUMBING ERnLIT c��w�T��Y PLAN CURRENT REVISION D33205-01 SYMBOL 22 23 07.14.17 D33205-01 DLR GROUP 06.28.17 APPROVED BY ENGINEER DEPT. DATE TITLE ADC THERMOPLASTICS AFP H ADC THERMOPLASTICS AFP — DCN -01 D33205-01 DLR GROUP 07.14.17 CHECKED 03/06/14 05.23.14 APPROVED APPROVED BUILDING 9-101.1 COL. S -W/21-22 uI 14 2017 10:30 AM MECHANICAL MASTER DEV. CENTER, WA JOB NO. DWG NO. D33205-01 COMP NO. 9-101.1-1M145 1 1 0 0 n LASER ROOM 11V21 TRENCF (TYFICL) , 0 11W22 0 --IL_ CAPPED (TYP) ii 1-1/2"A 1-1/2"VAC [+ 1:I FOR CONTINUATION SEE SHEET 1M143 I UTILITY HATCH rJ L UTILITY HATCH (TYP) 1M146 XXXX UTILITY HATCH UTILI1IY HATCH —I L_ L— 1 ISI T I ti,A L_ T -T- n L J / "VAC I I VAC 10' A I i VAC Li 1M142 M456 1M14 1 M 145 1M146 J o-f10fY Fi is i TRENCH BELOW (TYPICAL) UTILITY HATCH UTILITY HATCH SEE DWG 1M143 FOR CONTINUATION 2"A^ 2"VAC DN, FOR CONT SFF 1M148. 1"A DN, FOR CON j SEE 1M148 n UTILITY HATCH I I -i L L L 1yI J L 1 1-Tf 2"A VAC 101 I II G0 2"VAC 2"A-.. 2"VAC n 2"A P J J I I A VAC I I I L J 1 -1 /2 _p X SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A ADD POWER, AIR & VACUUM J#546111-00 C. HARRAH RWS 06.13.04 E DC FREEZER ADDTION J#16262 WH MBL 04.12.13 8 ADD UTILITIES AND LIGHTS J#546775-00 M.WONG RWS 12.06.04 DC FREEZER ADDITION - RECORD DRAWING J#16262 WH MBL 05.07.14 C RELOCATE SEALAUNCH 11670978 M.WONG RWS 03.29.11 F RELOCATE (2) XTSB TABLES W4346634 M.WONG 04.19.16 D ADC WH GV 04.01.13 G ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.28.17 RECORD SET gBO/NG° - DUPLEX VACUUM DROP 7 (nP) 1M146IM534 DLR Group Architecture Engineering Planning Interiors un 21 2U11 12:29 YM ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 2'/AC DUPLEX AIR DROP OUTLET 6 (TYP) 1M146 M534 EFEK\CE H�AWI\GS 9-101-TNM146 9-101-1M396 TUNNEL PARTIAL PIPING/PLUMBING PLAN DUST COLLECTION FIRST FLOOR PLAN MR- on ISSUE FOR CONSTRUCTION 06.28.17 DRAWN GUIDE R. DATE 06.28.17 CHECKED llEPARATE E AAp M/TAND OVAL SUBTI L I/ PLUMBING LEGE D A VAC VV GE\HAL COMPREESED AIR PROCESS VACUUM DUPLEX PROCESS VACUUM OUTLET DUPLEX COMPRESSED AIR OUTLET 3TES FOR HOUSE KEEPING VAC. & DUST COLLECTION SEE FIRST FLOOR PLAN, 9-101-1M396 1. FOR HOUSE KEEPING VAC. & DUST COLLECTION SEE FIRST FLOOR PLAN, 9-101-1M396 COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE-SPECIFIC PREFERENCES: PIPE: ASTM B-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. 2-1/2" OR LARGER: TYPE L COPPER ROLL -GROOVED FITTINGS AND DUCTILE IRON ROLL -GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. VALVES: 2" AND SMALLER: BRONZE TWO-PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER -LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211xx 3. TESTING OF NEW COMPRESSED AIR AND PROCESS VACUUM PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL. BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. 4. FOR LEGEND AND ABBREVIATIONS, REFER TO SHEETS M1 AND M1A. CO\STUCTIO\ \OTES T/ V T T T T 1M10 1M11 1M12 1M13 1M14 1M15 1M16 1M17 1M18 1M19 1M20 1M21 1M22 1M23 1M24 1M25 1M26 1M27 I 1M28 1M29 1M30 1M31 1M32 1M33 I C 1M34 1M35 1M36 1M37 1M38 1M39 1M40 1M41 1M42 1M43 1M48 1M44 1M45 /����/ 1M46 //////j RECEIVED CITY OFTUK`""''' X101.1 KEY PLAN SCALE: N.T.S. AUS 2 3 2017 8 4 PERMIT CENTER 16 SCALE: 1/8" = 1' - CURRENT REVISION D33205-01 SYMBOL DATE 06.28.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101.1 COL. W -Z/22-23 D.C. SHEET 1M146 JOB NO. DWG NO. J#546111 9-101-1M146 COMP NO. GRUNGAMORNCHAI: 5/11/2017 2:04:35 PM SYM REVISION BY APPROVED DATE SYM REVISION PATTIAL PLA\ VIEW SCALE: 1/8"=1'-0" BY APPROVED DATE - REDRAWN TO ACAD FROM 109 -101B -4682/4684-M2 KB CH 6.24.01 D ADC THERMOPLASTICS AFP - DCN -01 D33205-01 DLR GROUP MJ 07.14.17 A B c RELOCATE FREEZER 110064-06 MOVED SPRINK. TO CWM292 REMOVE FREEZER W2502518 ADC THERMOPLASTICS AFP D33205-01 KGP S.RUDELL HARR DLR GROUP RWS CN 12.20.01 11.16.07 03/06/14 06.28.17 Q�BOE/NGS c-- DLR Group 01111 Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 1M292 M456 1M29 1M295 M296 ISSUE FOR CONSTRU DCN -01 07.14.17 DRAWN GUIDE R. DATE 06.28.17 CHECKED P SUBTITLE PERM/RAT'E APPROVAL OVAL REQUIRED ENGINEER CHECKED APPROVED APPROVED TITLE E PROTECTION C THERMOPLASTICS AFP BUILDING 9-101.1 ARCHITECTURAL MASTER COL. S -W/21-22 LEG-\- (EXIST) STANDARD SPRINKLER, PENDANT (165' UNLESS OTHERWISE NOTED) -0- UNLESS OTHERWISESTANDARD PNOTED) RINKLER' PENDANT (165' UNXLESS OTH STANDRWIDARESNOITED) NKLER, SIDEWALL (165' (NEW) STANDARD SPRINKLER, SIDEWALL (165' UNLESS OTHERWISE NOTED) UNLESS OTHERWISESTANDARD SNOTED) R, UPRIGHT (165' -0UNLESS STO ANHD RWISEPNOTED)R, UPRIGHT (165' s SPRINKLER PIPING, SIZE AND SLOPE TO LOW POINT DRAIN SPRINKLER RISER (ALARM VALVE OR UPPER) FLOORS T WATER MOTOR GONG A -f- PIPE HANGER —#-- 2 -WAY EARTHQUAKE BRACING X 4 -WAY EARTHQUAKE BRACING GE HAL \OTES WATER MOTOR GONG CO \ STS , ICT10 \ \ 3TES PROVIDE SPRINKLER COVERAGE PER FM DATA SHEET 3-26 USING AN HC -2 CATEGORY. NOTIFY BOEING FIRE DEPARTMENT 24 HOURS IN ADVANCE OF DOING WORK (206) 655-7700 EFRE\CE :RAIh9\GS 00 N / V T T T T 1M260 1M261 1M262 1M263 1M264 1M265 1M266 1M267 1M268 1M269 1M270 . 1„ 1M272 1M273 1M274 1M275 1M276 1M277 ffiV 1M278 1M279 1M280 1M281 1M282 1M283 x x x x x x x 1M285 1M286 1M287 1M288 W�■ [u1M284 iy4\,Ed1M290 1M291 �1M292% /������ 1M293 CITY OF Tt,KWILA A I Ur! 1 '. 1294 '9f997 1M295 1M296 r — 1" J _ FREEZER WALK-IN BEHC 31-073261 BSS7002 LXA 1 II an 11 1 1LASER CI 1I 1 11 ROOM 11V21 •1 1 se ,_ „, 111 1 R 1 1 11 . 1 11 o 1 „ ,I 11 1 1 r1 ► 1 11 1 C 111 1 11 C ,. .1, II 1 1 1 1 144 I I..I X X x — NM IN i LAM immin reir11111 W [ .'. IIII�I 1 ,min REVISION BY APPROVED DATE SYM REVISION PATTIAL PLA\ VIEW SCALE: 1/8"=1'-0" BY APPROVED DATE - REDRAWN TO ACAD FROM 109 -101B -4682/4684-M2 KB CH 6.24.01 D ADC THERMOPLASTICS AFP - DCN -01 D33205-01 DLR GROUP MJ 07.14.17 A B c RELOCATE FREEZER 110064-06 MOVED SPRINK. TO CWM292 REMOVE FREEZER W2502518 ADC THERMOPLASTICS AFP D33205-01 KGP S.RUDELL HARR DLR GROUP RWS CN 12.20.01 11.16.07 03/06/14 06.28.17 Q�BOE/NGS c-- DLR Group 01111 Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 1M292 M456 1M29 1M295 M296 ISSUE FOR CONSTRU DCN -01 07.14.17 DRAWN GUIDE R. DATE 06.28.17 CHECKED P SUBTITLE PERM/RAT'E APPROVAL OVAL REQUIRED ENGINEER CHECKED APPROVED APPROVED TITLE E PROTECTION C THERMOPLASTICS AFP BUILDING 9-101.1 ARCHITECTURAL MASTER COL. S -W/21-22 LEG-\- (EXIST) STANDARD SPRINKLER, PENDANT (165' UNLESS OTHERWISE NOTED) -0- UNLESS OTHERWISESTANDARD PNOTED) RINKLER' PENDANT (165' UNXLESS OTH STANDRWIDARESNOITED) NKLER, SIDEWALL (165' (NEW) STANDARD SPRINKLER, SIDEWALL (165' UNLESS OTHERWISE NOTED) UNLESS OTHERWISESTANDARD SNOTED) R, UPRIGHT (165' -0UNLESS STO ANHD RWISEPNOTED)R, UPRIGHT (165' s SPRINKLER PIPING, SIZE AND SLOPE TO LOW POINT DRAIN SPRINKLER RISER (ALARM VALVE OR UPPER) FLOORS T WATER MOTOR GONG A -f- PIPE HANGER —#-- 2 -WAY EARTHQUAKE BRACING X 4 -WAY EARTHQUAKE BRACING GE HAL \OTES WATER MOTOR GONG CO \ STS , ICT10 \ \ 3TES PROVIDE SPRINKLER COVERAGE PER FM DATA SHEET 3-26 USING AN HC -2 CATEGORY. NOTIFY BOEING FIRE DEPARTMENT 24 HOURS IN ADVANCE OF DOING WORK (206) 655-7700 EFRE\CE :RAIh9\GS 00 N / V T T T T 1M260 1M261 1M262 1M263 1M264 1M265 1M266 1M267 1M268 1M269 1M270 1M271 1M272 1M273 1M274 1M275 1M276 1M277 1M278 1M279 1M280 1M281 1M282 1M283 1M285 1M286 1M287 1M288 I [u1M284 iy4\,Ed1M290 1M291 �1M292% /������ 1M293 CITY OF Tt,KWILA A I Ur! 1 '. 1294 '9f997 1M295 1M296 r PERMl19C2tWEIR KEY PLAN CURRENT REVISION D33205-01 SYMBOL DATE 07.14.17 22 23 SHEET 1M292 JOB NO. D33205-01 COMP NO. DEV. CENTER, WA DWG No. 09-101 -1 M292 SEA_COLLABORATION: 7/14/2017 9:31:59 AM REVISION 1 1 1 i 11V21 1M292 M456 1 M29 1M295 1M296 BY APPROVED DATE SYM REVISION • 0I 0I -TRENCH n L_ 7 1"0 1 1/4"0 1 "0 OI E1 0 2' 7- 2"0 2 1 /2"0 TRENCH BY APPROVED DATE CONST. 400/100K CLEAN RM 7576603-00 KGP RWS/EJC E ADC THERMOPLASTICS AFP - DCN -01 D33205-01 DLR GROUP MJ 07.14.17 INSTALL IS/PS TOOLING 777097-45 KGP RWS/EJC MOVED SPRINK. TO DWG. CWM293 S.RUDELL 11.16.07 RELOCATE SEALAUNCH 11670978 M.WONG RWS 03.29.11 ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.28.17 ?1,.._,m,"EnzwGS � 1 1/2"0 /4"0 Jul 1-4 2e17 10:31 AM DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. CHECKED 21.5 011 ISSUE FOR CONSTRUCTION DCN -01 07.14.17 DATE 06.28.17 OEPARATE APPROVAL R�QU�VAL SUBTITLE Ri) IRE PROTECTION LEIGE\D UNLESS OTHERWISESTANDARD SNOTED) R, PENDANT (165' -0--UNLESS OTHERWISE RWISESTANDARD PNO ED) RINKLER' PENDANT (165' - (EXIST) STANDARD SPRINKLER, SIDEWALL (165' UNLESS OTHERWISE NOTED) (NEW) STANDARD SPRINKLER, SIDEWALL (165' UNLESS OTHERWISE NOTED) UNLESS OTHERWISE STANDARD SPRINKLENOTED) R, UPRIGHT (165' -0- UNLESS OTHERWISE PNO ED) ' UPRIGHT (165' SPRINKLER PIPING, SIZE AND SLOPE TO LOW POINT DRAIN SPRINKLER RISER (ALARM VALVE OR UPPER) FLOORS WATER MOTOR GONG ( WATER MOTOR GONG 6 T G PIPE HANGER 2 -WAY EARTHQUAKE BRACING 4 -WAY EARTHQUAKE BRACING AL OTES CO\ STUCTIO\ \OT = S PROVIDE SPRINKLER COVERAGE PER FM DATA SHEET 3-26 USING AN HC -2 CATEGORY. NOTIFY BOEING FIRE DEPARTMENT 24 HOURS IN ADVANCE OF DOING WORK (206) 655-7700 E\C SAW N+JS •0 -\ T T T T 1M260 1M261 1M262 1M263 1M264 1M265 1M266 1M267 1M268 1M269 1M270 1M271 1M272 1M273 1M274 1M275 1M276 1M277 1M278 1M279 1M280 1M281 1M282 1M283 CITY 1M285 1M286 1M287 1M288 1_11M284 1M289 1M290 1M291 1M292 ;11(,20,, /7.„.,,, RCCCIVED OF TUKWILA 1294 1M295 1M296 AUG92 1 171 KEY PLAN PERMIT CENTER CURRENT REVISION D33205-01 SYMBOL DATE 07.14.17 22 23 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 9-101 COL. W -Z/21-22 DEV. CENTER, WA SHEET 1M293 JOB NO. D33205-01 COMP NO. DWG NO. 09-101 -1M293 SEA_COLLABORATION: 7/14/2017 9:33:53 AM -77I co en 1'— c I LJ W33)221 109-1u11i 1001-S16 4" RISE 11'-2" 0) (..f dcri- W3 FIRE HOSE STATION 9-1 PARTIAL LA\ SCALE: 1/8"=1'-0" 6 '04, VIEW 33) 22 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE REDRAWN TO ACAD FROM 109-1018-4684-M2 KB CH 6.24.01 MOVED SPRINK. FROM 1M295 TO CWM295 S.RUDELL 11.15.07 A ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.28.17 ADC THERMOPLASTICS AFP - DCN -01 D33205-01 DLR GROUP MJ 07.14.17 Q�BOE/NG° Jul 14 2017 10:31 AM 109-101H- 0 XA L DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. CHECKED NIS -ally ISSUE FOR CONSTRUCTION DCN -01 07.14.17 DATE 06.28.17 FIRE PROTECTION LEGE\D (EXIST) STANDARD SPRINKLER, PENDANT (165' UNLESS OTHERWISE NOTED) —0— (NEW) STANDARD SPRINKLER, PENDANT (165' UNLESS OTHERWISE NOTED) (EXIST) STANDARD SPRINKLER, SIDEWALL (165' UNLESS OTHERWISE NOTED) (NEW) STANDARD SPRINKLER, SIDEWALL (165' UNLESS OTHERWISE NOTED) (EXIST) STANDARD SPRINKLER, UPRIGHT (165' UNLESS OTHERWISE NOTED) �— UN ESS OTHERWISE STANDARD PNOTED) ' UPRIGHT (165' s SPRINKLER PIPING, SIZE AND SLOPE TO LOW POINT DRAIN et SPRINKLER RISER (ALARM VALVE OR UPPER) FLOORS WATER MOTOR GONG _./ . , WATER MOTOR GONG -74— PIPE HANGER 2 -WAY EARTHQUAKE BRACING —X— 4 -WAY EARTHQUAKE BRACING GE\ SAL OTES CO\STUCTION OT CONNECT TO EXISTING RISER. PROVIDE NEW ALARM VALVE AT CONNECTION POINT PROVIDE SPRINKLER COVERAGE PER FM DATA SHEET 3-26 USING AN HC -2 CATEGORY. NOTIFY BOEING FIRE DEPARTMENT 24 HOURS IN ADVANCE OF DOING WORK (206) 655-7700 .E\CE DAWI \GS 9-101-CWM295 CATWALK FIREPROTECTION PLAN 00 l - V- T T T T, 1M260 1M261 1M262 1M263 1M264 1M265 1M266 1M267 1M268 1M269 1M270 1M271 1M272 1M273 1M274 1M275 1M276 1M277 1M278 1M279 1M280 1M281 1M282 1M283 J1M284 1M285 1M286 1M287 1M288 RttOvED1M290 1M291 1M292 1M293 CITY OF TW(W AIM,���'1t,r�2� IL 94 N/rte/ ?9 j 1 M296 PERMIT hhEe.F11 KEY PLAN CURRENT REVISION D33205-01 SYMBOL 3 DATE 07.14.17 22 23 APPROVED BY DEPT. DATE NCINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 9-101.1 MECHANICAL MASTER COL. S—W/22-23 DEV. CENTER, WA SHEET 1M295 JOB NO. D33205-01 COMP N0. DWG NO. 09-101-1M295 SEA_COLLABORATION: 7/14/2017 9:29:39 AM SYM LASER ROOM 0 a 0 '1III-4rC1=----0T -I 111=_1iI j-- --_t II 0�- 0 I I Iri I I I II �1-1-�I- r -1-►I - - -0- - - — — -0-.}—= -'--I- — -1- IT 9i rte. �9 l L � � _il T u 1M292 M456 1M29 1M295 1M296 REVISION BY APPROVED DATE SYM I L Ff C M N 7 YJ tios��;T 8" RISER o4, r L �n J 1 L_ L_ REVISION 3' -8" n L I--T— L__1_ 18'-4" J 4-, II--T--I LI L_ L L J L r L__J L_ T J L J m O s X N rn BY APPROVED DATE REDRAWN TO ACAD FROM 109 -101B -4685-M2 KB CH 6.15.01 MOVED SPRINK. TO DWG. CWM296 S.RUDELL 11.15.07 RELOCATE SEALAUNCH 11670978 M.WONG RWS 03.29.11 B ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.28.17 C ADC THERMOPLASTICS AFP - DCN -01 D33205-01 DLR GROUP MJ 07.14.17 il.mEirNG° DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. 11-4-- I 1 LI ISSUE FOR CONSTRUCTION DCN -01 07.14.17 DATE 06.28.17 CHECKED 8ARATR APp MI T A/D REQ vAL Rip SUBTITLE FIRE PROTECTION LEG J UNLESS SOTH RWISE NOTED) TANDARD SPRINKLER, PENDANT (165' —0— (NEW) STANDARD SPRINKLER, PENDANT (165' UNLESS OTHERWISE NOTED) (EXIST) STANDARD SPRINKLER, SIDEWALL (165' UNLESS OTHERWISE NOTED) (NEW) STANDARD SPRINKLER, SIDEWALL (165' UNLESS OTHERWISE NOTED) UNLESS OTHERWISESTANDARD SNOTED) R, UPRIGHT (165' —0— (NEW) STANDARD SPRINKLER, UPRIGHT (165' UNLESS OTHERWISE NOTED) s SPRINKLER PIPING, SIZE AND SLOPE TO LOW POINT DRAIN SPRINKLER RISER (ALARM VALVE OR UPPER) FLOORS WATER MOTOR GONG WATER MOTOR GONG —f- PIPE HANGER 2 -WAY EARTHQUAKE BRACING X 4 -WAY EARTHQUAKE BRACING G \PAL OT =S CO\STUCTIO\ \OHS PROVIDE SPRINKLER COVERAGE PER FM DATA SHEET 3-26 USING AN HC -2 CATEGORY. NOTIFY BOEING FIRE DEPARTMENT 24 HOURS IN ADVANCE OF DOING WORK (206) 655-7700 EFRE\CE J AW 0• CURRENT REVISION D33205-01 SYMBOL DATE 07.14.17 22 23 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED Jul 14 2017 10.31 AM APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 9-101.1 MECHANICAL MASTER COL. W -Z/22-23 DEV. CENTER, WA SHEET 1M296 JOB NO. D33205-01 COMP NO. DWG NO. 09-101-1M296 SEA_COLLABORATION: 7/14/2017 9:27:44 AM T T T T_, 1M260 1M261 1M262 1M263 1M264 1M265 1M266 1M267 1M268 1M269 1M270 1M271 1M272 1M273 1M274 1M275 1M276 1M277 1M278 1M279 1M280 1M281 1M282 1M283 1M285 1M286 1M287 1M288 rj11M284 1MMECEIM90 CITY 0f TUKWILA//,/� 1M291 1M292 1M293 AIM * 2817 1M2t 94 1M295 �l296g CURRENT REVISION D33205-01 SYMBOL DATE 07.14.17 22 23 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED Jul 14 2017 10.31 AM APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 9-101.1 MECHANICAL MASTER COL. W -Z/22-23 DEV. CENTER, WA SHEET 1M296 JOB NO. D33205-01 COMP NO. DWG NO. 09-101-1M296 SEA_COLLABORATION: 7/14/2017 9:27:44 AM C9-101 DOI\T LIST DESCRIPTION FUNCTIONAL POINTS OPERATOR TERMINAL OUTPUT SOFTWARE OUTPUTS INPUTS COMMANDS STATUS DISPLAY DIGITAL ANALOG DIGITAL ANALOG 0 0 I- (i) = Z 0 GEN OFF SECTION CONTROLLER OUTPUT SPEED O © DIFFERENTIAL PRESSURE AUXILIARY CONTACT STATUS CURRENT RELAY COMMON ALARM TEMPERATURE RELATIVE HUMIDITY PRESSURE o Li SPEED FEEDBACK CO2 SENSOR MANUAL S/S MANUAL CPA MANUAL ON/OFF TIMED OFF GEN OFF MANUAL TIMED ON GEN OFF HI ALARM LOW ALARM FLOATING HI ALARM FLOATING LO ALARM ABNORMAL TEMPERATURE PRESSURE RELATIVE HUMIDITY GENERAL FAILURE 0 L'— ACTUATOR POSITION SUB STATION AMPERES INPUT SIGNAL (SCHEDULED S/S ZERO ENERGY BAND LOAD RESET ENTHALPY DIFFERENTIAL ECONOMIZER OPTIMUM START DUTY CYCLE OPTIMUM STOP NIGHT CYCLE NIGHT PURGE DEMAND AVERAGE TEMPERATURE CHILLER OPT. SAFETY PROGRAM AHU'S AHU-1 SUPPLY FAN X X X X X X X X MIXING DAMPERS X X CHW COIL X X HW COIL X MIXED AIR TEMP X X X X SUPPLY AIR TEMP X X X X SPACE TEMP X X X X SPACE RELATIVE HUMIDITY X X X X FREEZE X X SMOKE X X FILTER OP X X RETURN AIR X EF'S EF -1 X X X POWER SUPPLY BY ELECTRICAL (SPEC Z-0 DIVISION 26) HUMIDTY LEVEL r r- HUVIDIFIER CONTROL PANEL 0 0 0 d r H r DUCT HIGH HUMIDITY LIMIT HEATING WATER COIL r F TEMPERATURE CONTROL VALVE OA l 2 -- Z-0- : • • • ♦ • * • 0 0 0 FILTER MIX -Z y 0 0-j AFMS SECTION SD O © CHILLED WATER HUMIDIFIER COIL T r TT r r - r --J /SA ROOM HUMIDITY SENSOR �A RA ROOM TEMP SENSOR T L_ J SPACE SERVED BY I UNIT r J J 1 1 J FAN FAN FAN FAN SUMMARY FAN UNIT SUPPLY HEATING COOLING DIRTY START/ STATUS SPEED SPEED ALARM START SA CFM VALVE VALVE FILTER STOP FEEDBACK STOP TEMP ALARM DIRTY MIXED MIXED SMOKE RETURN SPACE SPACE ROOM ROOM CARBON DUCT FILTER AIR AIR DETECTOR AIR TEMP TEMP RELATIVE RELATIVE DIOXIDE HUMIDITY ALARM TEMP CONTROL ALARM TEMP HUMIDITY HUMIDITY DETECTOR HI LIMIT J SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP DD3205-1 DLR GROUP CN 06.28.17 i?.BE/NGS 1. ADC AHU (CRITICAL TEMEPRATURE/HUMIDITY CONTROL) GENERAL: (AH 1 W23) A. UNIT IS A VARIABLE AIR VOLUME, AIR HANDLING UNIT. B. SUPPLY FAN PROOF OF AIR FLOW IS BY FEEDBACK FROM THE VFD ON THE FAN MOTOR. IF FLOW IS NOT PROVEN IN 30 SECONDS (ADJ), EMCS DISABLES UNIT FAN AND INITIATES AN ALARM TO EMCS CONSOLE. C. ALL SYSTEM SET POINTS, TIME DELAYS, PARAMETERS, START TIMES, ETC, SHALL BE FULLY SOFTWARE ADJUSTABLE THROUGH THE OPERATOR TERMINAL LOCATED AT A REMOTE LOCATION. D. UNIT SUPPLY FAN VFD IS INTERLOCKED WITH SMOKE DETECTOR. FAN MOTOR STOPS WHEN UNIT IS DISABLED BY SMOKE DETECTOR. ALARM WILL BE INDICATED AT EMCS PANEL. E. DIRTY FILTER CONDITION INITIATES AN 'ALARM TO THE EMCS PANEL WHEN HIGH PRESSURE DROP SETPOINT IS REACHED. F. LOW UNIT INTERIOR TEMPERATURE AS SENSED AT UNIT COIL SECTION BELOW 45 DEGREES SHALL ENERGIZE UNIT HOT WATER COIL VALVE TO FULL, ENERGIZE SYSTEM WATER HEATING PUMP, ALARM AT EMCS PANEL AND CAUSE UNIT FAN TO SHUT -DOWN. OPERATION - 24 HOURS PER DAY A. UNIT WILL OPERATE 24 HOURS PER DAY. SPACE TEMPERATURE CONTROL: CONTROLLER SHALL SEQUENCE COOLING COIL, HEATING COIL SF, & ECONOMIZER TO MAINTAIN TEMPERATURES BETWEEN 65° F AND 73° F. RELATIVE HUMIDITY SHALL BE MAINTAINED BETWEEN 30% AND 60%. TEMPERATURE CONTROL SHALL NOT BE ALLOWED TO FLUCTUATE MORE THAN 3° F OVER ANY EIGHT (8) HOUR PERIOD. B. RETURN AIR CO2 LEVEL SHALL BE MONITORIED AND SHALL MODULATE OUTSIDE AIR DAMPER TO MAINTAIN 700 PPM CO2 LEVEL IN SPACE. ECONOMIZER SEQUENCE SHALL OVERRIDE MINIMUM VENTILATION SEQUENCE. C.SMOKE DETECTORS IN RETURN DUCT SHALL STOP UNIT FANS AND ALARM EMCS PANEL. D. ON CALL FOR HUMIDIFICATION, MCMS SHALL INITIATE HUMIDIFIER AND MAINTAIN RELATIVE HUMIDITY SETPOINT IN SPACE. E. SIEMENS WILL PROVIDE A CONTROL DESIGN THAT IS COMPLETE WITH BUILDING SYSTEM PANEL LAYOUT, PANEL CONNECTION AND P&ID DRAWING. THE SYSTEM SHALL HAVE GRAPHICS AND PROGRAMMING TO ALLOW THE OPERATOR TO BE ABLE TO SEE AND RUN THE SYSTEM REMOTELY. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY Jun 27 2017 12:30 PM DEPT. DATE DRAWN GUIDE R. DATE 06.28.17 CHECKED SUBTITLE LIG \J G HAL \OTES A. MANTAIN TEMPERATURE IN THE MANUFACTURING AREA BETWEEN 65T TO 73'F F WITH MAXIMUM TEMPERATURE FLUCTUATION OF 3°F WITHIN 8 HOUR PERIOD. B. MANTAIN RELATIVE HUMIDITY AT 30% TO 60%. EFR-\CE D�AIN GS CO\STl,CT10\ \C TES SSEPARATE APM►T ANd REQt11OVAL RED CONTROL DIAGRAMS RECEIVED DLR I OFF TUKWILA Architecture Engin2eY r Plari'n Rrlhteriors PERMIT CENTER ISSUE FOR CONSTRUCTION 06.28.17 CURRENT REVISION DD3205-1 SYMBOL° sic DATE 06.28.17 12:22:00 PM ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 09-101 MECHANICAL MASTER COL. DEV. CENTER, WA SHEET M323 JOB NO. COMP NO. DWG NO. 09-101-M1V GRUNGAMORNCHAI: SEE CONTINUATION ON ROUTE 1-1/2"CD FROM PLATFORM DOWN TO TUNNEL SEE CONTINUATION ON 2/M456 2"VAC W/ VALVE ON RISER, SEE DWG. TNM142 FOR CON'T 1-1/2"CD FROM FIRST FLOOR SEE CONTINUATION ON 1/M456 SLOPE 1-1/2"CD ' % DOWN TOWARD EXISTING FLOOR D"AIN IN TUNNEL 2" CA —�—� 2" HARD VACUUM II OPEN CLG AREA WITH DOOR OPEN. A CW D G HW PW PHW PHWC IWP V RWL SAN VAC PSAN STS CD 0 CO COMPRESSED AIR DOMESTIC COLD WATER DRAIN GAS DOMESTIC HOT WATER SUPPLY PROCESS WATER PROCESS HOT WATER PROCESS HOT WATER CIRCULATING INDUSTRIAL WASTE PUMPED VENT RAIN WATER LEADER SANITARY WASTE VACUUM PUMPED SANITARY WASTE STORM SEWER, RAIN WATER LEADER CONDENSATE DRAIN DUPLEX COMPRESSED AIR OUTLET SIMPLEX PROCESS VACUUM OUTLET DUPLEX PROCESS VACUUM OUTLET GE\HP,L \OTES 1. COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE—SPECIFIC PREFERENCES: 2" VAC I FITTINGS: 1-1/2" AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. 2" COPPE OPEN CLG AREA WITH DOOR OPEN. FOR CA: 2" OR LARGER: TYPE L COPPER ROLL—GROOVED FITTINGS AND DUCTILE IRON ROLL—GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. FOR VAC: 2-1/2" OR LARGER: TYPE L COPPER SEE NOTE #5. VES: 2 AND SM LER: BRINZE TW —PIECE LL VAL THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER—LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. DEMCO 211 xx 2. TESTING OF NEW COMPRESSED AIR PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. TESTING OF THE NEW VACUUM PIPING SHALL USE THE BUILDING VACUUM SYSTEM AND ISOLATE THE NEW PIPING FOR 1 HOUR. THERE SHALL BE NO NOTICEABLE VACUUM LOSS BY LOOKING AT THE VACUUM GAUGE. 3. COORDINATE COMPRESSED AIR PIPING SHUTDOWN THROUGH BOEING CONSTRUCTION MANAGER AND PROJECT ADMINISTRATOR. ROVI IPE S ANI OW LL N aIPI NG. 5. FOR 2" OR LARGER VACUUM, USE VICTUALIC FLUSHSEAL GASKET. 2" VAC DOWN AT SIDE OF NEW STRUCTURE. 1-1/4" A DN TO DUPLEX OUTLET. REFERENCE DT'L 2/1 M508. 2"VAC DN TO DUPLEX INLET. REFERENCE DT'L 3/1M508. PROVIDE DRAIN POT PER DT'L 4/1M508. DN TO BELOW CEILING INSTALL NEW 2" VAC II BRANCH TIE INTO EXISTING 2" VAC II TO SERVE LASER ROOM. INSTALL NEW 1-1/4" A BRANCH TIE INTO EXISTING 2" A TO SERVE LASER ROOM. PROVIDE SPRINKLER COVERAGE PER FM DATA SHEET 3-26 USING AN HC -2 CATEGORY. NOTIFY BOEING FIRE DEPARTMENT 24 HOURS IN ADVANCE OF DOING WORK (206) 655-7700. DN TO CONTROL ROOM RENCE 95 FOR INUATION 1" DEIONIZED WATER UP TO HUMIDIFIE ON PLATFORM SEE 2/M457 --�CW 10 MOUNT TIGHT TO WALL �► ABOVE DOOR SUPPORT FROM PLATFORM LANDING RECESS IN FLOOR ISSOEFt.#R‘t-aCIttittfN DCN -01 07.14.17 PARTIAL PLA\ VIEW - EI QST FLOO SCALE: 1/8" = 1'-0" PARTIAL PLA\ VIEW — SCALE: 1/8" = 1'-0" EL - PIPI\ PARTIAL PLA\ V SCALE: 1/8" = 1'-0" REVISION BY APPROVED REVISION APPROVED ORIG ADC THERMOPLASTICS AFP A ADC THERMOPLASTICS AFP — DCN -01 DD3205-1 DD3205-1 DLR GROUP DLR GROUP 06.28.17 07.14.17 Q� BOE/NG° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN C. NARRAMORE CHECKED ENGINEER FIST FLOO - FRE ER RATE APPROV ND REQUIRED DATE 06.28.17 SUBTITLE ECEIVED `.,F TUKWILA 2 3 2017 PERMIT CENTER DLR Group Architecture Engineering Planning Interiors ENLARGED PLANS CURRENT REVISION DD3205-1 SYMBOL DATE 07.14.17 TITLE ADC THERMOPLASTICS AFP CHECKED APPROVED BUILDING 09-101 JOB NO. D33205-1 COMP NO. APPROVED MECHANICAL MASTER DEV. CENTER. WA DWG NO. 09-101-1 M458 SYM A REFER TO ARCH DRAWING FOR EXHAUST LOUVER SIZE AND LOCATION PARTIAL PLA\ VEW — scaLe. 1/8" = r -o.. REVISION BY —2"CHWS/CHWR & 1-1/2"HWS/HWR UP. REFERENCE M457 FOR CONT. REFER TO ARCH DRAWING FOR INTAKE LOUVER SIZE AND LOCATION DLATF l� v DUCTWO APPROVED DATE SYM 23 '(PT, M42 [M� 7 PT1M43 PT1M45 PTiM46 REVISION 1-1/2"CD DOWN SEE CONTINUATIO MOUNT SLOPE FLOOR 1" DEI RO WA Y .. Y .' T T T i LLLIII 114..111 LLLIII OOO rrr f�' 1 1J- — —_ Ems' PLATFORM 24x16 RG -11 Fr _I r ",t--: -1(TYP6)M,11.3.1 PT1V21 U I I —al1Pg ill PLATFORM PT1V21 1 0 U MOUNT AS HIGH AS POSSIBLE 1 / I PT1 V21 TIGHT TO STRUCTURE \ I II. Ib o \ I IN I N I �o 0 I I K4 L, PLIATI-101 I N I 1; 0 PLATFORM PT1V21 mil 1-1 /2"CD TO WALL \ ?% TOWARD EXISTING )RAIN IN TUNNEL o U I L I 1 I I i�ir PLATFORM Z, NI N I > PT1V21 0 U MOUNT AS HIGH AS POSSIBLE J 1/2"CD / r -----I vn N 1 1-1/2"CD TIGHT TO STRUCTURE p ;DHU1W231 L------1 4 6 .',.. II: lir 'n TO FIRST FLOOR ,, N , . SEE SHEET M456 �A60 JTE 1" DEIO D AHU1W23 l_ -ER ' cn a, a, M FLOOR 1-1/2"CD + N D ° CDN DN ) 3/4"C0 DN� DUCT IN SPACE BELOW IhEi4 1 I� 11-� IN I to l t'l wa I 1---1li I III I_I 1 1> lb \ m 1 M 1 1 1 18x10 SD -3 ��� wir-A u' R:: M 470 CFM (TYP.5) 32/28 EA 1 / 1 I PT 1 1!! 32/28 EA DN — I -12"0 (TYP.) HEAD SUPPLREFERYDIFFUSER PLENUM TO DETAIL 7/M508 TO SPACE BELOW ♦ i •z 32/24 48x24 SD -2 FLEX CONNECTION 470 CFM I I 1 11 � (TYP.9) I �r 32/24 SA DN EF -1 I 1 > TO SPACE BELOW PLATFORM RF HUMIDIFIER CONTROL BOX FLEX CONNECTION ix• I MOUNT ON UNI -STRUT AFLEX -0%1 CONNECTION PLATFORM P AHU1W23 MOUNT ON MFGR'S 8" 2"CHWS/CHWR & 1-1/2"HWS/HWR UP. TALL BASE RAIL DUCT ON PLATFORM REFERENCE M457 FOR CONT. 2"CHWs/CHWR PROVInF 1" nl1(T LINER FLEX CONNECTION 34/26 RA- \k - 1 1W2' Minir NOTE: INSTALLATION OF PIPING AND DUCTWORK SHALL NOT OBSTRUCT ACCESS TO UNIT OR MAINTENANCE PATH 46/20 RELIEF DUCT 0 48x36 RG -2 34/26 RA BD 6600 CFM DN THRU PLATFORM � 11 � __ - _ _ 46/20 RELIEF DUCT TO RETURN GRILLE Alli �' DN THRU PLATFORM TO RETURN GRILLE 32"0 EA DN TO PLATFORM LEVEL kill • 2 WAl o 21Mh N 4 ' 48x36 RG -2 o v11 6600 CFM M `o' J D N 1 • - 3 N 0 _ BOTTOM OF DUCT 7'-0" CLR ABOVE PLATFORM M457 4 7 REFER TO ARCH DRAWING FOR EXHAUST LOUVER SIZE AND LOCATION PARTIAL PLA\ VEW — scaLe. 1/8" = r -o.. REVISION BY —2"CHWS/CHWR & 1-1/2"HWS/HWR UP. REFERENCE M457 FOR CONT. REFER TO ARCH DRAWING FOR INTAKE LOUVER SIZE AND LOCATION DLATF l� v DUCTWO APPROVED DATE SYM 23 '(PT, M42 [M� 7 PT1M43 PT1M45 PTiM46 REVISION 1-1/2"CD DOWN SEE CONTINUATIO MOUNT SLOPE FLOOR 1" DEI RO WA 9ATIAL PLA\ VIEW - PLATFGV SCALE: 1/8" = Va BY APPROVED DATE ORIG ADC THERMOPALSTICS AFP D33205-1 DLR GROUP CN 06.28.17 A ADC THERMOPLASTICS AFP - DCN -01 D33205-1 DLR GROUP MJ 07.14.17 DL v Q� BOE/NG 22 MIXING SECTION FLEX CONNECTOR 26/34 RA 30-3007 (lYP) 0-100 PSI W/ SNUBBER (TYP) Y -STRAINER BALANCING VALVE (r?) CONTROL VALVE 1-I/2' HEATING WATER COIL HOT WATER COIL CC\\ECTPJ\ SCALE: Na SCALE CH 0-1007 (TYP) 0-100 PSI W/ SNUBBER (TYP) MV CHWR CHWs 'i CONTROL VALVE \----Y-STRAINER CHILLED WATER COIL I' - NOTE 1. CONDENSATE 0RJN PIPE TO MATCH MU CONNECTION SIZE TRAP TO RE 2` DEEP AND DRAIN TO ROOF. LED WATER OIL CO\\ SCALE: NO SCALE 24/33 OA OPENING SIZE FLEX CONNECTOR CHILLED WATER COIL SECTION HUMIDIFIER HOT WATER COIL SECTION (DHU1W23) FAN SECTION AHU1W23 FLEX CONNECTOR --h t.J -11 tJ, `CONDENSATE DRAIN PM 3� M457 M457 ECTI O \ n M457 M457 SUPPLY DIFFUSER PLENUM HEAD REFER TO DETAIL 7/M508 12"0 (TYP.) 36x48 RG -2 6600 CFM 8"BASE RAIL BY MANUFACTURER I24/32 SA 48x24 SD -2 470 CFM (TYP.9) BI\G X21 M456 M457 SECT 0\ SCALE: 1/8" = 1'-0" DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN C. NARRAMORE CHECKED DATE 06.28.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED Jul 14 2017 10:31 AM APPROVED MIS-6�iy M4571 M457 ISSUE FOR CONSTRUCTION DCN -01 07.14.17 SUBTITLE TITLE pE pA'1/4rF AP '/ IAN ENLARGED PLANS & DETAILS/44%k MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 LE3E\D GE\EAL \OTES CO\STUCTIO\ \ OTES >SUPPORT PIPING FROM PLATFORM LANDING. >RUN PIPE TIGHT TO WALL. ©ROUTE PIPIN GON BACK SIDE OF AHU AND CONNECT COIL ON ACCESSIBLE SIDE. 3/4" CD DN. REF 1/M456 FOR CONT. PROVIDE VAC BREAKER AT TOP. ©UNDER PLATFORM LANDING MOUNT 15' AFF MAX. C RRENT REVISION D33205-1 DEV. CENTER, WA RECEIVED CITY OF TUKWILA AUG 2 3 2017 PERMIT CENTER SYMBOL M457 DATE 07.14.17 JOB NO. DWG NO. D33205-1 09-101-PT1 M450 COMP NO. SEACOLLABORATION: 7/13/2017 3:56:41 LLLIII OOO TO TRENCH 1 ON 1/M456 Ems' PLATFORM PT1V21 U I PLATFORM PT1V21 0 U 0 0 PLATFORM PT1V21 1-1 /2"CD TO WALL \ ?% TOWARD EXISTING )RAIN IN TUNNEL o U I L PLATFORM PT1V21 0 U J 1/2"CD D r -----I 1-1/2"CD p ;DHU1W231 L------1 4 JNIZED WATER DN .',.. 'n TO FIRST FLOOR ,, , . SEE SHEET M456 JTE 1" DEIO D AHU1W23 -ER ' ON •• ORM FLOOR 1-1/2"CD + D ° DN ) 3/4"C0 DN� I- - m 9ATIAL PLA\ VIEW - PLATFGV SCALE: 1/8" = Va BY APPROVED DATE ORIG ADC THERMOPALSTICS AFP D33205-1 DLR GROUP CN 06.28.17 A ADC THERMOPLASTICS AFP - DCN -01 D33205-1 DLR GROUP MJ 07.14.17 DL v Q� BOE/NG 22 MIXING SECTION FLEX CONNECTOR 26/34 RA 30-3007 (lYP) 0-100 PSI W/ SNUBBER (TYP) Y -STRAINER BALANCING VALVE (r?) CONTROL VALVE 1-I/2' HEATING WATER COIL HOT WATER COIL CC\\ECTPJ\ SCALE: Na SCALE CH 0-1007 (TYP) 0-100 PSI W/ SNUBBER (TYP) MV CHWR CHWs 'i CONTROL VALVE \----Y-STRAINER CHILLED WATER COIL I' - NOTE 1. CONDENSATE 0RJN PIPE TO MATCH MU CONNECTION SIZE TRAP TO RE 2` DEEP AND DRAIN TO ROOF. LED WATER OIL CO\\ SCALE: NO SCALE 24/33 OA OPENING SIZE FLEX CONNECTOR CHILLED WATER COIL SECTION HUMIDIFIER HOT WATER COIL SECTION (DHU1W23) FAN SECTION AHU1W23 FLEX CONNECTOR --h t.J -11 tJ, `CONDENSATE DRAIN PM 3� M457 M457 ECTI O \ n M457 M457 SUPPLY DIFFUSER PLENUM HEAD REFER TO DETAIL 7/M508 12"0 (TYP.) 36x48 RG -2 6600 CFM 8"BASE RAIL BY MANUFACTURER I24/32 SA 48x24 SD -2 470 CFM (TYP.9) BI\G X21 M456 M457 SECT 0\ SCALE: 1/8" = 1'-0" DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN C. NARRAMORE CHECKED DATE 06.28.17 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED Jul 14 2017 10:31 AM APPROVED MIS-6�iy M4571 M457 ISSUE FOR CONSTRUCTION DCN -01 07.14.17 SUBTITLE TITLE pE pA'1/4rF AP '/ IAN ENLARGED PLANS & DETAILS/44%k MECHANICAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 LE3E\D GE\EAL \OTES CO\STUCTIO\ \ OTES >SUPPORT PIPING FROM PLATFORM LANDING. >RUN PIPE TIGHT TO WALL. ©ROUTE PIPIN GON BACK SIDE OF AHU AND CONNECT COIL ON ACCESSIBLE SIDE. 3/4" CD DN. REF 1/M456 FOR CONT. PROVIDE VAC BREAKER AT TOP. ©UNDER PLATFORM LANDING MOUNT 15' AFF MAX. C RRENT REVISION D33205-1 DEV. CENTER, WA RECEIVED CITY OF TUKWILA AUG 2 3 2017 PERMIT CENTER SYMBOL M457 DATE 07.14.17 JOB NO. DWG NO. D33205-1 09-101-PT1 M450 COMP NO. SEACOLLABORATION: 7/13/2017 3:56:41 I" PIPE MINIMUM FOR HORIZONTAL RUNS---- BLACK UNS BLACK MALLEABLE p IRON PIPE OR COPPER BLACK MALLEABLE IRON OR COPPER PIPE AND FITTINGS " 90' ELL OR REDUCING TEE 7, UNISTRUT WITH PIPE SUPPORT (TYP) Y2" PIPE MINIMUM FOR HORIZONTAL RUNS Y2" 90' ELL OR REDUCING TEE 7\ V J UNISTRUT WITH PIPE SUPPORT (TYP) HARD PIPE i" BALL VALVE 2"xi"RED. (TYP) Y" BLACK MALLEABLE IRON PIPE " BALL VALVE u-7 �-" BALL VALVE 2"x15" DRAIN POTS i" x i" x i" X 8" ELL " TEE " TEE " ELBOW " TEE --i i" X /1" ELL i" PARKER QUICK COUPLER, E—Z—MATE SERIES EZ306M-6T VACUIHAI\ SCALE: NONE OT DETAIL 1M1381M508 C D iv I" PARKER QUICK COUPLER, E—Z—MATE SERIES EZ308M-8T j" PARKER VACUUM QUICK—CONNECT STEM SS—QC6—D-6PMHS 9ESS OUTLET DETAIL (-2 SCALE: NONE VACJUv QUI �C CO\ \ECT DETAIL n 1M138 1M508 SCALE: NONE 1M138 1M508 ALTERNATE — 3" TO COMPRESSOR 3" BALL VA BY—PASS LINE PRESS GAUGE (0-160 PSI) 3" BALL VALVE VAC U Iv SCALE: NONE A 3"CA DIFF. PRESS GAUGE WILKERSON X08-02-000 " BALL VA VENT 49- 3" BALL VALVE -- ALTERNATE 4 TO TRUSS SPACE w a w 0 1"CD SEISMIC SUPPORT STRAP OR CABLES i"CD PERFORATED 1SHEET METAL DIVIDER TO BOTH SIDES OF PLENUM HEAD 3" TO OUTLETS i3" BALL VA. ..---3" TO OUTLETS /A, 3" CAP 1 M 508 CONDENSATE PUMP PLAN 3/16"0, ON 1/4" STAGGERED CENTERS, PERFORATED SHEET METAL DIVIDER(49% FREE AREA) PLENUM HEAD SIZE 12"X12" NOMINAL FASTENERS, ALL SIDES C OF COLLAR INLET 3" NPT COALESCING AIR FILTER WITH AUTO DRAINER FOR 90%+ REMOVAL OF SOLIDS AND LIQUID AEROSOLS 0.03 MICRON OR LESS. WILKERSON MODEL M50—OE—000 WITH TYPE "C" ELEMENT AND MODEL XOA-04—M00 AUTO DRAIN. TO FLOOR DRAIN D VAI \ POT DETAIL (4 1M1381)608 MOISTURE DRAIN (SEE DET. 1 THIS SHT.) CO\JE\SP,TE PLV' SCALE: NONE D DETAIL (6 1 M13811 M508 VACU v AI\ POT DETAIL (5 1M138 1M508 < SCALE: NONE i"CD SUPPLY IIFFUSH PLE v ("CD SCALE: NONE HEAD rn M4v1iM508 U CLEAN ROOM ROOF CONDENSATE PUMP SECTION SECTIO\ rA� SCALE: NONE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A ADC THERMOPLASTICS AFP D33205-01 DLR GROUP CN 06.28.17 1M508 un 27 2017 12:31 PM ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN GUIDE R. DATE 06.16.17 APPROVED BY DEPT. DATE CHECKED -ENGINEER SUBTITLE DLR Group Architecture Engineering Planning Interiors LEGE\D GE \PAL CTES EFPE\CE TIFF 109 -101B -4632—M1 TIFF 109 -101B -4732—M1 9-101-1M138 9-101-1M188 CO\ �AWI \GS PLUMBING TRUSS SPACE PLAN PLUMBING 1st FLOOR PLAN PLUMBING FIRST FLOOR PLAN PIPING FIRST FLOOR PLAN STCTIO\ \OYES REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 6 2017 City of BUILDING PlvigMPN ISSUE FOR CONSTRUCTION 06.28.17 PLUMBING SECTIONS & DETAILS CURRENT REVISION D33205-01 CITY OF TUKWILA AUG 2 3 2017 PERMIT CENTER SYMBOL DATE 06,16.17 CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER ADC TEHRMOPLASTICS AFP BUILDING 9-101.1 COL. W -V19-21 DEV. CENTER, WA SHEET M508 JOB NO. COMP NO. DWG NO. 09 -101.1-1M50'8 GRUNGAMORNCHAI: 6/12/2017 4:27:47 PM S TRUCT UR AL NOTES CODE: INTERNATIONAL BUILDING CODE, 2015 EDITION WITH WASHINGTON STATE AMENDMENTS. SCOPE OF WORK: SCOPE OF WORK INCLUDES A FREESTANDING STRUCTURE WITHI THE 9-101 BUILDING INTENDED TO HOUSE SPECIALTY MANUFACTURING EQUIPMENT AND THE ASSOCIATED CONTROLS EQUIPMENT. EXISTING CONDITIONS: 1. CONTRACTOR IS TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING. ALL WORK AND MATERIALS NECESSARY TO INSTALL NEW WORK IN EXISTING BUILDING SHALL BE INCLUDED. 2. NOTIFY ARCHITECT/ENGINEER IMMEDIATELY IF EXISTING CONDITIONS DO NOT MATCH, OR SEEM IN CONFLICT WITH, INFORMATION SHOWN ON DRAWINGS. GENERAL NOTES: 1. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE, NOT THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, BRACING, SHORING FOR CONSTRUCTION LOADS AND EQUIPMENT, ETC. THE ARCHITECT -ENGINEER IS NOT RESPONSIBLE FOR THE CONTRACTOR'S MEANS AND METHODS, SEQUENCES OF CONSTRUCTION, OR THE SAFETY PROGRAM. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT -ENGINEER WILL NOT INVOLVE REVIEW OF THESE ITEMS. 2. CONTRACTOR IS TO ESTABLISH AND VERIFY OPENINGS AND INSERTS FOR ITEMS TO BE INSTALLED BY OTHER TRADES PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND CONSTRUCTION. 3. CONSTRUCTION MATERIAL AND EQUIPMENT PLACED ON FRAMED CONSTRUCTIONS SHALL BE SUCH THAT THE LOAD DOES NOT EXCEED THE DESIGN LIVE LOAD OF THE CONSTRUCTION. PROVIDE SHORING OF CONSTRUCTIONS WHERE NECESSARY FOR LOADS. 4. DETAILS THAT ARE NOTED AS ' TYP." ON DETAIL TITLES ARE TO BE APPLIED TO THE PROJECT CONSTRUCTION AS GENERAL CONSTRUCTION METHODS UNLESS NOTED OTHERWISE. THESE DETAILS ARE NOT CUT AT ALL LOCATIONS THEY OCCUR AND MAY NOT BE CUT AT ALL. EXISTING CONDITIONS: 1. CONTRACTOR IS TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING. ALL WORK AND MATERIALS NECESSARY TO INSTALL NEW WORK IN EXISTING BUILDING SHALL BE INCLUDED. 2. DISCREPANCIES: CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER IMMEDIATELY IF EXISTING CONDITIONS DO NOT MATCH, OR SEEM IN CONFLICT WITH, INFORMATION SHOWN ON DRAWINGS. 3. EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION TO OWNER'S OPERATION AND TO PROVIDE PATRON, FACILITY STAFF AND WORKERS SAFETY. 4. EXCESSIVE NOISE AND VIBRATION SHALL BE PRE -APPROVED AND COORDINATED WITH THE OWNER'S REPRESENTATIVE. 5. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS AND EQUIPMENT TO REMAIN FROM DAMAGE DUE TO DEMOLITION OR CONSTRUCTION OPERATIONS PERFORMED UNDER THIS CONTRACT. 6. THE SEQUENCE OF CONSTRUCTION SHALL BE THE RESPONSIBILITY THE CONTRACTOR AND HE SHALL BE RESPONSIBLE FOR PROVIDING ALL TEMPORARY GUYS, BRACING, AND OTHER SUPPORTS AS NEEDED TO SAFELY RESIST ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING LOADS ERECTION EQUIPMENT AND ERECTION OPERATIONS, AND WIND OR SEISMIC FORCES COMPARABLE IN INTENSITY FOR WHICH THE STRUCTURE AS DESIGNED. 7. ALL ERECTION AND CONSTRUCTION PROCEDURES SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES AND ORDINANCES, 8. ALL FRAMING CONNECTION TO EXISTING STRUCTURE SHALL BE FIELD VERIFIED PRIOR TO SHOP DRAWING PRODUCTION AND FABRICATION. DESIGN DEAD LOADS: MEZZANINE: 16 PSF + PRIMARY FRAMING SELF -WEIGHT DESIGN LIVE LOADS: MEZZANINE: 40 PSF SEISMIC LOAD: SEISMIC DESIGN IS IN ACCORD WITH IBC. RISK CATEGORY PER TABLE 1604.5 IS CATEGORY II OCCUPANCY S1 = 0.58 SS = 1.52 I = 1.00 SITE CLASS = D NORTH -SOUTH DIRECTION: Do = 2.0 R = 3.25 STEEL ORDINARY CONCENTRICALLY BRACED FRAMES EAST -WEST DIRECTION: 0o = 3.0 R = 3.50 STEEL ORDINARY MOMENT FRAMES LATERAL LOAD RESISTANCE SYSTEM: 1. LATERAL LOAD SYSTEM CONSISTS OF FLOOR/ROOF DIAPHRAGMS TRANSFERRING LATERAL LOADS TO STRUCTURAL STEEL X -BRACING AND MOMENT RESISTING STEEL FRAMES. 2. STEEL FRAME IS A "NON -SELF-SUPPORTING" STEEL FRAME REQUIRING INTERACTION OF THE STEEL FRAMING, FLOOR/ROOF DIAPHRAGMS AND SHEAR WALLS/X-BRACING. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS NECESSARY TO PROVIDE SUPPORT OF FRAMING UNTIL ALL ATTACHMENTS ARE COMPLETE, INCLUDING STRUCTURAL STEEL, STRUCTURAL STEEL TO DIAPHRAGM/SHEAR WALLS, AND DIAPHRAGM TO SHEAR WALLS/BRACED FRAMES. GEOTECHNICAL INVESTIGATION: 1. PILE CAPACITY = 40 TONS (FROM EXISTING DRAWINGS DATED 10/25/85) CONCRETE CONSTRUCTION: 1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 301 AND ACI 318. 2. CONCRETE SHALL BE MECHANICALLY CONSOLIDATED IN ACCORD WITH ACI 309. CONCRETE REINFORCEMENT: 1. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. ASTM A706, GRADE 60. 2. CONCRETE COVER REQUIREMENTS FOR CAST -IN-PLACE, NOTED ON DETAILS: REINFORCING STEEL TO BE WELDED SHALL BE NON -PRESTRESSED CONCRETE UNLESS OTHERWISE a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" b. PRIMARY REINFORCEMENT: 2" TIES, STIRRUPS, SPIRALS: 1-1/2" 3. REINFORCING BAR SPLICES SHALL BE IN ACCORD WITH THE REQUIREMENTS OF ACI 318-02 AND THE REINFORCING SPLICE LENGTH TABLE SHOWN ON THE DRAWINGS. CAST -IN PLACE CONCRETE: LOCATION 28 DAY F'c AIR MAX WJC RATIO MAX SLUMP ALL 4500 PSI - .45 4" 2. CONCRETE CONTAINING SUPERPLASTICIZING ADMIXTURE SHALL HAVE A SLUMP NOT EXCEEDING 3" PRIOR TO ADDING ADMIXTURE AND NOT EXCEEDING 8" AT PLACEMENT. 3. THE ADDITION OF WATER TO A CONCRETE BATCH WITH INSUFFICIENT SLUMP SHALL NOT BE PERMITTED. STRUCTURAL STEEL: 1. FABRICATOR SHALL BE AN "APPROVED FABRICATOR" IN ACCORD WITH IBC SECTION 1704.2, REGISTERED AND APPROVED BY THE LOCAL BUILDING DEPARTMENT. IN LIEU OF THE PREVIOUS, FABRICATOR SHALL INCLUDE IN THEIR BID THE SERVICES OF A SPECIAL INSPECTOR TO PROVIDE INSPECTION/TESTING SERVICES FOR IN -SHOP WORK TO MEET THE REQUIREMENTS OF IBC SECTION 1704. 2. STRUCTURAL STEEL SHALL MEET ASTM A36 UNLESS NOTED OTHERWISE. STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL MEET ASTM A992 (GRADE 50). 3. STEEL TUBE SHALL MEET ASTM A500, GRADE B. 4. STEEL PIPE SHALL MEET ASTM A53, TYPE E OR S. 5. BOLTS AT STEEL TO STEEL CONNECTIONS SHALL BE 3/4 -INCH DIAMETER, ASTM A325 -N, AND TIGHTENED TO THE SNUG TIGHT CONDITION AS DEFINED BY AISC UNLESS OTHERWISE NOTED. 6. ANCHOR BOLTS IN CONCRETE OR MASONRY SHALL BE 3/4 -INCH DIAMETER ASTM F1554 GRADE 55, WELDABLE, UNLESS NOTED OTHERWISE. 7. FIELD BOLTING INSTALLATION SHALL BE INSPECTED IN ACCORD WITH IBC AND THE AISC MANUAL, NINTH EDITION. 8. ALL WELDING SHALL CONFORM TO THE PROVISIONS OF THE AMERICAN WELDING SOCIETY CODE AWS D1.1. ELECTRODES SHALL MATCH BASE METALS AS SPECIFIED IN IBC. ALL WELDING OF ASTM A706 REINFORCING STEEL TO STRUCTURAL STEEL SHALL BE IN ACCORD WITH AWS D1.4 USING E80 SERIES LOW HYDROGEN RODS. 9. THE TESTING LABORATORY SHALL VISUALLY INSPECT ALL FIELD WELDING. ALL COMPLETE PENETRATION WELDS SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT TESTING LABORATORY. 10. ALL BOLTS (HIGH STRENGTH, ANCHOR BOLTS, EXPANSION BOLTS, ADHESIVE ANCHORS, ETC.) SHALL BE INSTALLED WITH STEEL WASHERS. 11. ALL WELDS SHOWN ON THE DRAWINGS SHALL BE SHOP WELDS UNLESS NOTED OTHERWISE. CONTRACTOR MAY SUBSTITUTE FIELD WELDS FOR SHOP WELDS AT HIS DISCRETION. SHOP DRAWINGS SHALL CLEARLY NOTE SHOP AND FIELD WELDS. METAL DECK: 1. METAL DECK SHALL BE 1-1/2" X GAUGE SHOWN ON DRAWINGS (18 GA. MIN.), VERCO TYPE HSB OR EQUAL, WITH INTERLOCKING SIDELAPS FORMED WITH STANDING SEAM, GALVANIZED. 2. FASTEN DECK TO ALL STEEL MEMBERS WITH 1/2" EFFECTIVE DIAMETER PUDDLE WELDS AT 12 INCHES O.C. FASTEN SIDELAPS WITH 1-1/2" LONG FILLET WELDS AT 3'-0" O.C. MAXIMUM OR NO. 10 SCREWS AT 2'-O" O.C. MAXIMUM. 3. METAL DECK ATTACHMENTS SHALL BE INSPECTED BY TESTING LABORATORY. POST -INSTALLED ANCHORS: 1. ALL POST INSTALLED ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND ICC EVALUATION REPORTS CORRRESPONDING TO THAT ANCHOR. 2. CONCRETE: EXPANSION ANCHORS:SIMPSON STRONG -BOLT WEDGE ANCHORS (ICC ESR -1771) HILTI KWIK BOLT TZ CONCRETE ANCHORS (ICC ESR -1917) ADHESIVE ANCHORS: SIMPSON STRONG -TIE SET -XP ADHESIVE ANCHORS (ICC ESR -2508) HILTI HIT-HY 200 ADHESIVE ANCHORS (ICC ESR -3197; SAFESET SCREW ANCHORS: SIMPSON STRONG -TIE TITEN HD ANCHORS (ICC ESR -2713) HILTI KWIK HUS -EZ ANCHORS (ICC ESR -3027) 3. POST -INSTALLED ANCHORS ARE NOT TO BE INSTALLED UNTIL CONCRETE OR GROUT HAS REACHED ITS DESIGN STRENGTH. SPECIAL STRUCTURAL INSPECTIONS: 1. IN ACCORD WITH IBC SECTION 1704, AS NOTED BELOW. TESTING AND INSPECTION SHALL BE BY AN INDEPENDENT TESTING/INSPECTION FIRM UNDER THE SUPERVISION OF A LICENSED ENGINEER EMPLOYED BY THAT FIRM. THIS ENGINEER SHALL BE DEEMED THE DESIGNATED ENGINEER OF RECORD FOR SPECIAL INSPECTIONS PERFORMED BY HIS FIRM OR HIS CONSULTANTS. INSPECTORS SHALL BE ICBG CERTIFIED AND APPROVED BY THE BUILDING OFFICIAL. 2. THE DESIGNATED ENGINEER OF RECORD FOR SPECIAL INSPECTIONS SHALL BE RESPONSIBLE FOR DEFINING THE ACTIVITIES OF THE INSPECTORS, FOR CERTIFYING THE QUALIFICATIONS OF THE INSPECTORS WITH THE BUILDING OFFICIAL, AND TO ATTEND THE PRECONSTRUCTION MEETING TO DEFINE THEIR SCOPE OF SERVICES AND THE TESTING OR TEST PROCEDURES THAT ARE REQUIRED AS OUTLINED IN THE INTERNATIONAL BUILDING CODE. 3. SPECIAL INSPECTION IS TO BE PROVIDED IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE LOCAL DEPARTMENT OF BUILDING SAFETY AND SHALL NOT BE CONSTRUED TO RELIEVE THE OWNER OR HIS AUTHORIZED AGENT FROM REQUESTING THE PERIODIC AND CALLED INSPECTIONS REQUIRED BY SECTION 110 OF THE INTERNATIONAL BUILDING CODE. 4. CONCRETE: PER SECTION 1705.3 WITH EXCEPTIONS 2.3, 3, AND 5. THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION: ALL CONCRETE EXCEPT FOOTINGS AND SLAB -ON -GRADE. 5. ANCHOR BOLTS INSTALLED IN CONCRETE: PER TABLE 1705.3. 6. REINFORCING PER TABLE 1705.3 WITH EXCEPTION FOR CONCRETE NOT REQUIRING SPECIAL INSPECTION. 7. WELDING: PER SECTION 1705.2.1 WITH EXCEPTIONS. PROVIDE INSPECTION OF ALL SHOP WELDING AT CONTRACTOR'S EXPENSE IF WELDING IS NOT DONE IN AN APPROVED FABRICATOR'S SHOP. 8. HIGH STRENGTH BOLTING: PER AISC 360-10. 9. EXPANSION BOLT, SCREW ANCHOR AND ADHESIVE ANCHOR INSTALLATION TO VERIFY INSTALLATION IN ACCORD WITH ICBG REPORTS NOTED PREVIOUSLY OR APPROVED EQUAL. 10. THE INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. 11. THE INSPECTOR SHALL FURNISH DAILY INSPECTION REPORTS ON THE WORK TO THE BUILDING OFFICIAL AND TO THE ENGINEER. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, AND, IF UNCORRECTED, TO THE ENGINEER AND THE BUILDING OFFICIAL. 12. THE TESTING/INSPECTION FIRM'S ENGINEER SHALL COMPLETE, SIGN AND SEAL A FINAL REPORT CERTIFYING THAT TO THE BEST OF HIS KNOWLEDGE, THE WORK IS IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. QUALITY ASSURANCE PLAN FOR SEISMIC RESISTANCE: 1. IN ACCORD WITH IBC SECTION 1704.3, AS NOTED BELOW. A QUALITY ASSURANCE PLAN WILL BE REQUIRED FOR EACH ITEM NOTED BELOW AS PART OF THE DESIGNATED SEISMIC FORCE RESISTING SYSTEM. THE PLAN SHALL BE PREPARED BY THE DESIGNATED ENGINEER OF RECORD RESPONSIBLE FOR THE SPECIAL STRUCTURAL INSPECTIONS AND SHALL BE SUBMITTED TO THE ARCHITECT, ENGINEER, CONTRACTOR, BUILDING OFFICIAL, AND OWNER. 2. THE DESIGNATED SEISMIC SYSTEMS TO BE INCLUDED IN THE QUALITY ASSURANCE PLAN SHALL INCLUDE THE FOLLOWING: a. MOMENT RESISTING FRAMES AND THEIR FOUNDATIONS. b. CONCENTRICALLY BRACED FRAMES AND THEIR FOUNDATIONS. c. DIAPHRAGMS AND THEIR CONNECTIONS d. DRAG STRUTS, CHORDS AND COLLECTORS, INCLUDING THEIR CONNECTIONS. 3. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE ENGINEER OF RECORD AS REQUIRED BY THE INTERNATIONAL BUILDING CODE. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED AT LEAST ONCE FOR EACH OF THE SEISMIC FORCE RESISTING SYSTEMS NOTED ABOVE. A LETTER SHALL BE SUBMITTED TO THE BUILDING OFFICIAL STATING THAT THE SITE VISITS HAVE BEEN MADE AND ANY DEFICIENCIES HAVE BEEN NOTED. STRUCTURAL TESTING FOR SEISMIC RESISTANCE: 1. IN ACCORD WITH IBC SECTION 1705.12, PROVIDE TESTING AND VERIFICATION OF MATERIALS AS DESCRIBED BELOW. 2. REINFORCING STEEL: PROVIDE CERTIFIED MILL TEST REPORTS FOR ALL ASTM A706 REINFORCING STEEL TO BE USED IN CONCRETE SHEAR WALL BOUNDARY ZONES. 3. STRUCTURAL STEEL: THE TESTING CONTAINED IN THE QUALITY ASSURANCE PLAN SHALL BE AS REQUIRED PER AISC 341 AND THE ADDITIONAL REQUIREMENTS OF IBC SECTION 1705.12.3. 4. CONCRETE: PROVIDE MATERIAL CERTIFICATIONS FOR ALL MATERIAL USED IN CONSTRUCTION OF CONCRETE ASSEMBLIES AND VERIFICATION OF f'c PRIOR TO CONSTRUCTION IN CONFORMANCE WITH ACI 318, SECTION 5.6. FOUNDATION NOTES 1. ARCHITECTURAL FINISHED FLOOR ELEVATION 0'-0" EQUALS EXISTING FINISHED FLOOR ELEVATION OF THE MACHINE FOUNDATION (SITE SURVEY ELEVATION 15'-0"). FRAMING NOTES 1. TOP OF STEEL ELEVATION = 3O'-0" U.N.O. TOP OF STEEL = TOP OF STEEL BEAM, U.N.O. 2. 0=1 INDICATES A MOMENT RESISTING BEAM/COLUMN CONNECTION. 3. PROVIDE 5 X 3 X 3/8 ANGLE FRAMING AT ALL OPENINGS 12" OR LARGER IN FLOOR UNLESS OTHERWISE NOTED. ANGLES PERPENDICULAR TO BEAMS SHALL SPAN FROM BEAM TO BEAM. SEE "TYP FLOOR OPENING" DETAIL ON THE DRAWINGS. 4. FRAMING FOR THE MECHANICAL UNITS IS FOR THE UNITS AS SPECIFIED. COORDINATE AND VERIFY THE EXACT FRAMING AND DIMENSIONS REQUIRED. 5. CAMBER BEAMS NOTED THUS (+1). THIS EXAMPLE INDICATES A POSITIVE (UPWARD) CAMBER OF 1 INCH. ABBREVIATIONS: ABBREVIATIONS NOTED IN THE STRUCTURAL DRAWINGS ARE AS FOLLOWS: 1. UNO UNLESS NOTED OTHERWISE 2. CP (OR CJP) COMPLETE JOINT PENETRATION WELD 3. PP (OR PJP) PARTIAL JOINT PENETRATION WELD 4. TOS TOP OF STEEL 5. BOS BOTTOM OF STEEL 6. PLF POUNDS PER LINEAL FOOT 7. ABC AGGREGATE BASE COURSE 8. AB ANCHOR BOLT M[6Il4 REVIEWED FOR LODE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila :BUILDING DIVISION ISSUE FOR CONSTRUCTION 06.28.17 RECEIVED CITY OF TUKWILA AUG Z32017 PERMIT CENTER DLR Group Architecture Engineering Planning -Interiors SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP D33205-01 MWZ JPT 06.28.17 Q� BOE/NG0 o'- ACCEPTABI LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN MWZ DATE 06.06.17 CHECKED SUBTITLE GENERAL STRUCTURAL NOTES ENGINEER CHECKED APPROVED APPROVED TITLE STRUCTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 CURRENT REVISION D33205-01 SHEET SYMBOL() G DATE 06.16.17 S2GG JOB NO. D33205-01 COMP NO. DEV. CENTER, WA DWG No. 09-101-S2GG-1 11:00:57 AM SEA_COLLABORATION: 4/5/2017 POSITIVE M NEGATIVE M I min QN4/FT) .306 .306 S min (IN3/FT) .314 .331 2. FASTEN DECK TO ALL STEEL MEMBERS WITH 1/2" EFFECTIVE DIAMETER PUDDLE WELDS AT 12 INCHES O.C. FASTEN SIDELAPS WITH 1-1/2" LONG FILLET WELDS AT 3'-0" O.C. MAXIMUM OR NO. 10 SCREWS AT 2'-O" O.C. MAXIMUM. 3. METAL DECK ATTACHMENTS SHALL BE INSPECTED BY TESTING LABORATORY. POST -INSTALLED ANCHORS: 1. ALL POST INSTALLED ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND ICC EVALUATION REPORTS CORRRESPONDING TO THAT ANCHOR. 2. CONCRETE: EXPANSION ANCHORS:SIMPSON STRONG -BOLT WEDGE ANCHORS (ICC ESR -1771) HILTI KWIK BOLT TZ CONCRETE ANCHORS (ICC ESR -1917) ADHESIVE ANCHORS: SIMPSON STRONG -TIE SET -XP ADHESIVE ANCHORS (ICC ESR -2508) HILTI HIT-HY 200 ADHESIVE ANCHORS (ICC ESR -3197; SAFESET SCREW ANCHORS: SIMPSON STRONG -TIE TITEN HD ANCHORS (ICC ESR -2713) HILTI KWIK HUS -EZ ANCHORS (ICC ESR -3027) 3. POST -INSTALLED ANCHORS ARE NOT TO BE INSTALLED UNTIL CONCRETE OR GROUT HAS REACHED ITS DESIGN STRENGTH. SPECIAL STRUCTURAL INSPECTIONS: 1. IN ACCORD WITH IBC SECTION 1704, AS NOTED BELOW. TESTING AND INSPECTION SHALL BE BY AN INDEPENDENT TESTING/INSPECTION FIRM UNDER THE SUPERVISION OF A LICENSED ENGINEER EMPLOYED BY THAT FIRM. THIS ENGINEER SHALL BE DEEMED THE DESIGNATED ENGINEER OF RECORD FOR SPECIAL INSPECTIONS PERFORMED BY HIS FIRM OR HIS CONSULTANTS. INSPECTORS SHALL BE ICBG CERTIFIED AND APPROVED BY THE BUILDING OFFICIAL. 2. THE DESIGNATED ENGINEER OF RECORD FOR SPECIAL INSPECTIONS SHALL BE RESPONSIBLE FOR DEFINING THE ACTIVITIES OF THE INSPECTORS, FOR CERTIFYING THE QUALIFICATIONS OF THE INSPECTORS WITH THE BUILDING OFFICIAL, AND TO ATTEND THE PRECONSTRUCTION MEETING TO DEFINE THEIR SCOPE OF SERVICES AND THE TESTING OR TEST PROCEDURES THAT ARE REQUIRED AS OUTLINED IN THE INTERNATIONAL BUILDING CODE. 3. SPECIAL INSPECTION IS TO BE PROVIDED IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE LOCAL DEPARTMENT OF BUILDING SAFETY AND SHALL NOT BE CONSTRUED TO RELIEVE THE OWNER OR HIS AUTHORIZED AGENT FROM REQUESTING THE PERIODIC AND CALLED INSPECTIONS REQUIRED BY SECTION 110 OF THE INTERNATIONAL BUILDING CODE. 4. CONCRETE: PER SECTION 1705.3 WITH EXCEPTIONS 2.3, 3, AND 5. THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION: ALL CONCRETE EXCEPT FOOTINGS AND SLAB -ON -GRADE. 5. ANCHOR BOLTS INSTALLED IN CONCRETE: PER TABLE 1705.3. 6. REINFORCING PER TABLE 1705.3 WITH EXCEPTION FOR CONCRETE NOT REQUIRING SPECIAL INSPECTION. 7. WELDING: PER SECTION 1705.2.1 WITH EXCEPTIONS. PROVIDE INSPECTION OF ALL SHOP WELDING AT CONTRACTOR'S EXPENSE IF WELDING IS NOT DONE IN AN APPROVED FABRICATOR'S SHOP. 8. HIGH STRENGTH BOLTING: PER AISC 360-10. 9. EXPANSION BOLT, SCREW ANCHOR AND ADHESIVE ANCHOR INSTALLATION TO VERIFY INSTALLATION IN ACCORD WITH ICBG REPORTS NOTED PREVIOUSLY OR APPROVED EQUAL. 10. THE INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. 11. THE INSPECTOR SHALL FURNISH DAILY INSPECTION REPORTS ON THE WORK TO THE BUILDING OFFICIAL AND TO THE ENGINEER. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, AND, IF UNCORRECTED, TO THE ENGINEER AND THE BUILDING OFFICIAL. 12. THE TESTING/INSPECTION FIRM'S ENGINEER SHALL COMPLETE, SIGN AND SEAL A FINAL REPORT CERTIFYING THAT TO THE BEST OF HIS KNOWLEDGE, THE WORK IS IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. QUALITY ASSURANCE PLAN FOR SEISMIC RESISTANCE: 1. IN ACCORD WITH IBC SECTION 1704.3, AS NOTED BELOW. A QUALITY ASSURANCE PLAN WILL BE REQUIRED FOR EACH ITEM NOTED BELOW AS PART OF THE DESIGNATED SEISMIC FORCE RESISTING SYSTEM. THE PLAN SHALL BE PREPARED BY THE DESIGNATED ENGINEER OF RECORD RESPONSIBLE FOR THE SPECIAL STRUCTURAL INSPECTIONS AND SHALL BE SUBMITTED TO THE ARCHITECT, ENGINEER, CONTRACTOR, BUILDING OFFICIAL, AND OWNER. 2. THE DESIGNATED SEISMIC SYSTEMS TO BE INCLUDED IN THE QUALITY ASSURANCE PLAN SHALL INCLUDE THE FOLLOWING: a. MOMENT RESISTING FRAMES AND THEIR FOUNDATIONS. b. CONCENTRICALLY BRACED FRAMES AND THEIR FOUNDATIONS. c. DIAPHRAGMS AND THEIR CONNECTIONS d. DRAG STRUTS, CHORDS AND COLLECTORS, INCLUDING THEIR CONNECTIONS. 3. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE ENGINEER OF RECORD AS REQUIRED BY THE INTERNATIONAL BUILDING CODE. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED AT LEAST ONCE FOR EACH OF THE SEISMIC FORCE RESISTING SYSTEMS NOTED ABOVE. A LETTER SHALL BE SUBMITTED TO THE BUILDING OFFICIAL STATING THAT THE SITE VISITS HAVE BEEN MADE AND ANY DEFICIENCIES HAVE BEEN NOTED. STRUCTURAL TESTING FOR SEISMIC RESISTANCE: 1. IN ACCORD WITH IBC SECTION 1705.12, PROVIDE TESTING AND VERIFICATION OF MATERIALS AS DESCRIBED BELOW. 2. REINFORCING STEEL: PROVIDE CERTIFIED MILL TEST REPORTS FOR ALL ASTM A706 REINFORCING STEEL TO BE USED IN CONCRETE SHEAR WALL BOUNDARY ZONES. 3. STRUCTURAL STEEL: THE TESTING CONTAINED IN THE QUALITY ASSURANCE PLAN SHALL BE AS REQUIRED PER AISC 341 AND THE ADDITIONAL REQUIREMENTS OF IBC SECTION 1705.12.3. 4. CONCRETE: PROVIDE MATERIAL CERTIFICATIONS FOR ALL MATERIAL USED IN CONSTRUCTION OF CONCRETE ASSEMBLIES AND VERIFICATION OF f'c PRIOR TO CONSTRUCTION IN CONFORMANCE WITH ACI 318, SECTION 5.6. FOUNDATION NOTES 1. ARCHITECTURAL FINISHED FLOOR ELEVATION 0'-0" EQUALS EXISTING FINISHED FLOOR ELEVATION OF THE MACHINE FOUNDATION (SITE SURVEY ELEVATION 15'-0"). FRAMING NOTES 1. TOP OF STEEL ELEVATION = 3O'-0" U.N.O. TOP OF STEEL = TOP OF STEEL BEAM, U.N.O. 2. 0=1 INDICATES A MOMENT RESISTING BEAM/COLUMN CONNECTION. 3. PROVIDE 5 X 3 X 3/8 ANGLE FRAMING AT ALL OPENINGS 12" OR LARGER IN FLOOR UNLESS OTHERWISE NOTED. ANGLES PERPENDICULAR TO BEAMS SHALL SPAN FROM BEAM TO BEAM. SEE "TYP FLOOR OPENING" DETAIL ON THE DRAWINGS. 4. FRAMING FOR THE MECHANICAL UNITS IS FOR THE UNITS AS SPECIFIED. COORDINATE AND VERIFY THE EXACT FRAMING AND DIMENSIONS REQUIRED. 5. CAMBER BEAMS NOTED THUS (+1). THIS EXAMPLE INDICATES A POSITIVE (UPWARD) CAMBER OF 1 INCH. ABBREVIATIONS: ABBREVIATIONS NOTED IN THE STRUCTURAL DRAWINGS ARE AS FOLLOWS: 1. UNO UNLESS NOTED OTHERWISE 2. CP (OR CJP) COMPLETE JOINT PENETRATION WELD 3. PP (OR PJP) PARTIAL JOINT PENETRATION WELD 4. TOS TOP OF STEEL 5. BOS BOTTOM OF STEEL 6. PLF POUNDS PER LINEAL FOOT 7. ABC AGGREGATE BASE COURSE 8. AB ANCHOR BOLT M[6Il4 REVIEWED FOR LODE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila :BUILDING DIVISION ISSUE FOR CONSTRUCTION 06.28.17 RECEIVED CITY OF TUKWILA AUG Z32017 PERMIT CENTER DLR Group Architecture Engineering Planning -Interiors SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP D33205-01 MWZ JPT 06.28.17 Q� BOE/NG0 o'- ACCEPTABI LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN MWZ DATE 06.06.17 CHECKED SUBTITLE GENERAL STRUCTURAL NOTES ENGINEER CHECKED APPROVED APPROVED TITLE STRUCTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 CURRENT REVISION D33205-01 SHEET SYMBOL() G DATE 06.16.17 S2GG JOB NO. D33205-01 COMP NO. DEV. CENTER, WA DWG No. 09-101-S2GG-1 11:00:57 AM SEA_COLLABORATION: 4/5/2017 SYM T 1 -+�--,—x (3 1S92S45 22'-6" PLYCUTTER 1S92 S645 REVISION 6'-10" 6'-10" BY APPROVED x X x x 0 n n n (2 o.H. 1S92 S645 DATE SYM REVISION BY APPROVED 1S92 S468, S469, S474 PARTIAL PLA\ VIE SCALE: 1/8"= V-0" DATE A INSTALL NOODLE WIZARD 24018 EISI S. CHO 09.25.14 B ADC THERMOPLASTICS AFP D33205-01 MWZ JPT 06.28.17 n n ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 01111 DRAWN N. WALTON REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 6 2017 • City of Tukwila BUILDING DIVISION DLR Group Architecture Engineering Planning Interiors ISSUE FOR CONSTRUCTION 06.28.17 DATE 02.07.14 CHECKED D. CONDIT ENGINEER D. CONDIT CHECKED 02.07.14 SUBTITLE FLOOR SLAB PLAN LEGE\ D GE\RAL \OTES EFE E\CE DAWI\GS CO\STRUCTI \OTES 00 / V T T T T_, 1S60 1S61 1S62 1S63 1S64 1S65 1S66 1S67 1S68 1S69 1S70 1S71 1S72 1S73 1S74 1S75 1S76 1S77 1S78 1S79 1S80 1S81 1S82 1S83 1S84 1S85 1S86 1S87 1S88 ri 1S89 1S90 1S91 1S92V 1S93 1 L. 1S95 1S96 KEY P_A SCALE: NONE RECEIVED \CITY OF TUKWILA AUG 2 3 2017 PERMIT CENTER CURRENT REVISION D33205-01 SYMBOL B DATE 06.28.17 02.07.14 APPROVED APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 09-101 STRUCTURAL MASTER COL. S -W/21-22 DEV. CENTER, WA SHEET 1S92 JOB NO. D33205-01 COMP NO. DWG NO. 09-101-1S92 6/26/2017 9:09:17 AM w m SYM REVISION X Z BY APPROVED DATE SYM REVISION PATTIAL PLA\ VIEW SCALE: 1/8"=1'-0" BY APPROVED DATE DC FREEZER ADDITION - RECORD DRAWING 16262 MKA P.T. RYAN 04.07.14 A ADC THERMOPLASTICS AFP D33205-01 MWZ JPT 06.28.17 Q� BOE/A/G0 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN M. KUBICKA 21.5 LEGE\D 3E\PAL \OYES 1. REFERENCE ELEVATION IS 15'-6" = SITE ELEVATION 15.00'. REVIEWED FOR DE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila BUILDING DIVISION DLR Group Architecture Engineering Planning Interiors ISSUE FOR CONSTRUCTION 06.28.17 DATE 10.17.12 CHECKED P.F. SPITZNAS ENGINEER D.K. DANIEL CHECKED P.T. RYAN APPROVED APPROVED 10.17.12 SUBTITLE FLOOR SLAB PLAN EFRE\CE [RAWI\ GS CO\ST3UCTI0\ \OYES �/ V T T T T T, 50'-0" 50'-0" 50'-0" °C) 1S64 1S65 1S66 1S67 FOR CONTINUATION SEE SHEET 1S88 1S70 1S71 1S72 1S73 1S75 1S76 1S77 1S78 1S79 1S80 1S81 1S82 1S83 1S84 1S85 1S86 1S87 1S88 1S97 ij 1S89 1S90 1S91 1S92 1S93 1598 ---� 194 1S95 FOR CONTINUATION SEE SHEET 1S92 n 7 N - • `—, I LL.I v v) W v o c o 1 .4_ I I i c.) E.o = 1 L 1-f- 1_ I- 1 � ■!i SII ri, I:1 E IT II -1 L 4 — L GEN I I II ® 1 1 I 0 Wit' INNmr It I/ [ I' -I I 1 FOR CONTINUATION SEE SHEET 1S98 33'-10" in' 1 � _ _ (12w21� 1 1 _ _ LASER ROOM 1 II - 11V21 5'_0" I ❑ i FOR CONTINUATION SEE SHEET 1S96 -- -- -- • X3 -- BY APPROVED DATE SYM REVISION PATTIAL PLA\ VIEW SCALE: 1/8"=1'-0" BY APPROVED DATE DC FREEZER ADDITION - RECORD DRAWING 16262 MKA P.T. RYAN 04.07.14 A ADC THERMOPLASTICS AFP D33205-01 MWZ JPT 06.28.17 Q� BOE/A/G0 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN M. KUBICKA 21.5 LEGE\D 3E\PAL \OYES 1. REFERENCE ELEVATION IS 15'-6" = SITE ELEVATION 15.00'. REVIEWED FOR DE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila BUILDING DIVISION DLR Group Architecture Engineering Planning Interiors ISSUE FOR CONSTRUCTION 06.28.17 DATE 10.17.12 CHECKED P.F. SPITZNAS ENGINEER D.K. DANIEL CHECKED P.T. RYAN APPROVED APPROVED 10.17.12 SUBTITLE FLOOR SLAB PLAN EFRE\CE [RAWI\ GS CO\ST3UCTI0\ \OYES �/ V T T T T T, 1S60 1S61 1S62 1S63 1S64 1S65 1S66 1S67 1S68 1S69 1S70 1S71 1S72 1S73 1S74 1S75 1S76 1S77 1S78 1S79 1S80 1S81 1S82 1S83 1S84 1S85 1S86 1S87 1S88 1S97 ij 1S89 1S90 1S91 1S92 1S93 1598 ---� 194 1S95 1S96 9-101.1 KEY PLAN 8' 4' 0 4' 8' 5 22 16' SCALE: 1/8"=1'-0" CURRENT REVISION D33205-01 RECEIVED CITY OF TUKWILA AUG 2 3 2097 PERMIT CENTER SYMBOL A DATE 06.28.17 10.17.12 10.17.12 TITLE STRUCTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 COL. W—Z/21-22 DEV. CENTER, WA SHEET 1S93 JOB NO. D33205-01 COMP NO. DWG NO. 09-101-1S93 JBECKETT: 6/26/2017 9:07:00 AM I`I 1S995S45 0) 1S995S45 O.H. 1S95 S645 igh �l�111111 tl (01 6'-10" inzmmo--- 6'-10" -.- 3'-8" 1S95 S645 PLYCUTTER 22'-6" 1S95 S645 1S95 S645 0 0 0 0 0 0 9'-g" 6'-10" 6'-10" 7.1 (5) WRAP CAR SEL N I I z 1_l 0 I I Lu ILu--' 1 1S95 S64 I I VACUUM F01 GFM PLYCUTER I 1 I T ISI SYM REVISION BY APPROVED DATE SYM '1 0 1 1S95 S645 1'-2" REVISION 00 00 J PARTIAL PLA\ SCALE: 1/8" = 1'-0" BY APPROVED DATE 1 1S95 68, S469, S474 VIEW ft6\14 A B INSTALL NOODLE WIZARD 24018 ADC THERMOPLASTICS AFP D33205-01 EISI MWZ S. CHO JPT 09.25.14 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 06.28.17 APPROVED BY DEPT. DATE ot+/21/2oii DRAWN N. WALTON CHECKED D.CONDIT ENGINEER D. CONDIT CHECKED REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 6 2011 City of Tukwila BUILDING DIVISION DLR Group Architecture Engineering Planning Interiors ISSUE FOR CONSTRUCTION 06.28.17 DATE 02.07.14 02.07.14 02.07.14 SUBTITLE GE\RAL \OTES EFEH\ CE DAWI \GS COST �UCTIO OTES KEY P_AN SCALE: NONE CURRENT REVISION D33205-01 APPROVED APPROVED TITLE FLOOR SLAB PLAN ADC THERMOPLASTICS AFP BUILDING 09-101 STRUCTURAL MASTER COL S -W/22-23 DEV. CENTER, WA SHEET RECD CITYOFTA AUG 2 3 2017 PERMIT CENTER 1S95 3 DATE 06.28.17 JOB NO. D33205-01 COMP NO. DWG NO. 09-101-1S95 6/26/2017 9:10:39 AM w m - T T T T� 1S60 1S61 1S62 1S63 1S64 1S65 1S66 1S67 1S68 1S69 1S70 1S71 1S72 1S73 1S74 1S75 1S76 1S77 1S78 1S79 1S80 1S81 1S82 1S83 1S84 1S85 1S86S 1 87 1S88 ri 1S89 1S90 1S91 1S92 1S93 1 94 1S9555 1S96 KEY P_AN SCALE: NONE CURRENT REVISION D33205-01 APPROVED APPROVED TITLE FLOOR SLAB PLAN ADC THERMOPLASTICS AFP BUILDING 09-101 STRUCTURAL MASTER COL S -W/22-23 DEV. CENTER, WA SHEET RECD CITYOFTA AUG 2 3 2017 PERMIT CENTER 1S95 3 DATE 06.28.17 JOB NO. D33205-01 COMP NO. DWG NO. 09-101-1S95 6/26/2017 9:10:39 AM w m LEGE\D FOR CONTINUATION SEE SHEET 1S93 It-T- �-1-J REFERENCE ELEVATION IS 15'-6" = SITE ELEVATION 15.00'. E\CE IRAWI CO\SRUC11O\ \OTES SEP 0 6 2017 F S7 V T T T T T 1S60 1S61 1S62 1S63 1S64 1S65 1S66 1S67 1S68 1S69 1S70 1S71 1S72 1S73 1S74 1S75 1S76 1S77 1S78 1S79 1S80 1S81 1S82 1S83 1 1S84 1S85 1S86 1S87 1S88 1S97ij 1S89 1S90 1S91 1S92 1S93 --1 1S96 194 1S95 '/r j %iii" DLR Group 9-101.1 KEY PLAN Architecture Engineering Planning Interiors PARTIAL PLA\ VIEW SCALE: 1/8"=1'-0" SCALE: 1 /8"=1'-0" ISSUE FOR CONSTRUCTION 06.28.17 RECEIVED CITY OF TUKWILA AUG 2 3 2017 PERMIT CENTER REVISION DC FREEZER ADDITION - RECORD DRAWING 16262 ADC THERMOPLASTICS AFP D33205-01 APPROVED REVISION APPROVED P.T. RYAN 04.07.14 06.28.17 Q� BOE/NG ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN M. KUBICKA CHECKED P.F. SPITZNAS ENGINEER D.K. DANIEL CHECKED P.T. RYAN APPROVED DATE 10.17.12 10.17.12 10.17.12 10.17.12 SUBTITLE FLOOR SLAB PLAN CURRENT REVISION D33205-01 SYMBOL A 06.28.17 TITLE ADC THERMOPLASTICS AFP BUILDING 09-101 JOB NO. D33205-01 COMP NO. APPROVED STRUCTURAL MASTER COL. W -Z/22-23 DEV. CENTER, WA DWG NO. 09-101-1S96 SYM REVISION MATCHLINE SHEET 09-101—PT1S95 BY APPROVED DATE SYM REVISION BY APPROVED PATTIAL PLA\ VIEW SCALE: 1/8"= 1'-0" DATE ORIG ADC THERMOPLASTICS AFP D33205--1 MWZ JPT 06.28.17 � BOE/NG CY DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE b(1M REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila BUILDING DIVISION ISSUE FOR CONSTRUCTION 06.28.17 DRAWN M. ZIEMANN CHECKED DATE SUBTITLE 06.16.17 LEGE GE\ EAL \OTES *EFRE\CE \GS CO\STRUCTIO COTES 0 0 0 0 PT1 S60 PT1S61 PT1S62 T1 S63 PT1S64 PT1S65 PT1S66 PT1S67 PT1S68 PT1 S69 PT1 S70 PT1S71 PT1S72 PT1S78 PT1S79 PT1S80 T1S84 PT1S85 PTiS73 PT1 S73 PTiS74 PT1 S74 FLOOR FRAMING PLAN PT1S75 PT1S76 PT1S77 PT1S82 PT1S83 PT1S87 PT1S88 PT1S89 PT1 S90 PTiS9 PT1 S92/ PT1S93 PT1S94 KEY PLAN SCALE: NONE PT1 S95 PT1S96 CURRENT REVISION OF ECEKED CITYWILA AUG 2 3 2017 PERMIT CENTER SYMBOL DATE OIG 06.28.17 ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTICS AFP BUILDING 09-101 ARCHITECTURAL MASTER COL. S—W/21-22 DEV. CENTER, WA SHEET PT1 S92 JOB NO. D33205-1 COMP NO. DWG NO. 09-101 —PT1S92 JBECKETT: 6/26/2017 9:17:30 AM SYM REVISION BY APPROVED DATE SYM REVISION PATTIAL PLA\ VIEW SCALE: 1/8"= 1'-0" BY APPROVED DATE ORIG ADC THERMOPLASTIC AFP D33205-1 MWZ JPT 06.28.17 MATCHLINE SHEET 09-101—PT1 S96 DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE It REVIEWED FOR -ODE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila BUILDING DIVISION ISSUE FOR CONSTRUCTION 06.28.17 DRAWN M. ZIEMANN CHECKED DATE 06.16.17 SUBTITLE LEGE\J SEE SHEET G1 FOR LEGEND SYMBOLS GE\RAL \OTES SEE SHEET G1 FOR ADDITIONAL GENERAL NOTES. .EFRE \CE D AWI\GS CO\S-RUCTIO\ \OTES Q 0 0 0 PT1 S60 PT1S61 PT1S62 PT1S63 PT1S64 PT1S65 0 PT1S66 PT1S67 PT1S68 PT1S69 PT1 S70 PT1S71 PTiS72 T1S78 -41-1S84 PT1S73 S73 FLOOR FRAMING PLAN PT1S74 PT1S75 PT1S76 PT1S77 PT1S79 S79 PT1 S80 PT1S81 PT1S82 PT1S83 PT1S85 PT1S86 PT1S87 PT1 S88 PT1S89 PT1 S90 PT1S91 PT1S92 iir zz REC ED ITY OF KWILA MU 3 2017 PERMIT CENTER 'PT1 S93 ri PT1 S94 KEY P PT1S95 PT1S96 _AN SCALE: NONE CURRENT REVISION SYMBOL° SIG DATE 06.28.17 ENGINEER CHECKED APPROVED APPROVED TITLE ADC THERMOPLASTIC AFP BUILDING 09-101 ARCHITECTURAL MASTER COL. Z/21-22.5 DEV. CENTER, WA SHEET PT1S93 JOB NO. D33205-1 COMP NO. DWG NO. 09-101—PT1S93 JBECKETT: 6/26/2017 9:19:16 AM SYM MATCHLINE SHEET 09 —101—PT1S92 1-1 REVISION BY APPROVED DATE SYM REVISION BY PATrIAL PLA\ VIEW SCALE: 1/8"= 1'-0" APPROVED DATE ORIG ADC THERMOPLASTIC AFP D33205-1 MWZ JPT 06.28.17 DO. '11,50, W4,00 1 6(l14 DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE MATCHLINE SHEET 09-101-FT1S96 REVIEWED FOR "CODE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila BUILDING DIVISION ISSUE FOR CONSTRUCTION 06.28.17 DRAWN M. ZIEMANN CHECKED DATE 06.16.17 SUBTITLE LEGE\D GE\PAL \NES EFPE \CE ThAWI\GS CO\S-R,CTIO\ \OTES FLOOR FRAMING PLAN KEY PLAN SCALE: NONE CURRENT REVISION IVED CTYOFTUKWILA Aur AUG 2 3 2017 SYMBOL° PERMIT CENTER DATE 06.28.17 ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTIC AFP BUILDING 09-101 COL. S—W/22-23 DEV. CENTER, WA SHEET PT1S95 JOB NO. D33205-1 COMP NO. DWG NO. 09-101 — PT1S95 JBECKETT: 6/26/2017 9:25:43 AM T T T T PT1S60 PT1S61 PT1S62 PT1S63 PT1S64 PT1S65 PT1S66 PT1S67 PT1S68 PT1S69 PT1S70 PT1S71 3T1S72 PT1S73 PT1S74 PT1S75 PT1S76 PT1S77 T1S78 1 PT1S79 PT1S80 PT1S81 PT1S82 PT1S83 411 S84 PT1S85 PT1S86 PT1S87 PT1S88 PT1S89 PT1S90 PT1S91 PT1S92 PT1S93 j1 P T1p 4 q1S//9/0 ///z/z/ P T1S96 FLOOR FRAMING PLAN KEY PLAN SCALE: NONE CURRENT REVISION IVED CTYOFTUKWILA Aur AUG 2 3 2017 SYMBOL° PERMIT CENTER DATE 06.28.17 ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTIC AFP BUILDING 09-101 COL. S—W/22-23 DEV. CENTER, WA SHEET PT1S95 JOB NO. D33205-1 COMP NO. DWG NO. 09-101 — PT1S95 JBECKETT: 6/26/2017 9:25:43 AM SYM I/O— PT1 S60 PT1S61 PT1S62 PT1S63 PT1S64 PT1S65 MATCHLINE SHEET 09-101 -PT1S93 PT1 S66 PT1S67 PT1S68 PT1 S6G PT1 S70 PT1S71 2 'T1 S72 PT1S73 PT1 S74 PT1 S75 PT1S76 PT1S77 I T1 S78 PT1S79 PT1 S80 PT1S81 PT1S96 S459 ' L �I PT1S86 PT1S87 PT1S88 -3T1 PT1S89 PT1 S90 PT1S91 PT1S92 PT1S93 PT1 S94 PT1S95 PT1 S9ECE ► I' I I ls ►I , I I ' ►11 ►I ► I I ` J , ► ( ► I I � ►I 1 I .. 1 I 1 1 IR_ J — L —) I I— o) 0_ 11 01 1 0 PARTIAL PLA\ VIEW n 1 (1» REVISION w w U) w z 0 BY APPROVED DATE SYM REVISION SCALE. - BY APPROVED DATE ORIG ADC THERMOPLASTIC AFP D33205-1 MWZ JPT 06.28.17 1- Of\ DLR Group Architecture Engineering Planning Interiors ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE REVIEWED FOR "CODE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila BUILDING DIVISION ISSUE FOR CONSTRUCTION 06.28.17 DRAWN M. ZIEMANN CHECKED DATE SUBTITLE 06.16.17 LEGEND: SEE SHEET G1 FOR LEGEND SYMBOLS GENERAL NOTES: SEE SHEET G1 FOR ADDITIONAL GENERAL NOTES. CONSTRUCTION NOTES: t1 Lu T T T PT1 S60 PT1S61 PT1S62 PT1S63 PT1S64 PT1S65 PT1 S66 PT1S67 PT1S68 PT1 S6G PT1 S70 PT1S71 'T1 S72 PT1S73 PT1 S74 PT1 S75 PT1S76 PT1S77 I T1 S78 PT1S79 PT1 S80 PT1S81 PT1S82 PT1S83 S84 PT1S85 PT1S86 PT1S87 PT1S88 -3T1 PT1S89 PT1 S90 PT1S91 PT1S92 PT1S93 PT1 S94 PT1S95 PT1 S9ECE FLOOR FRAMING PLAN KEY PLAN SCALE: NONE CURRENT REVISION IVED tiKWILA AUG 23 2017 PERMIT CENTER SYMBOL() SIG DATE 06.28.17 ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER ADC THERMOPLASTIC AFP BUILDING 09-101 COL. Z/21-22.5 DEV. CENTER, WA SHEET PT1S96 JOB N0. D33205-1 COMP NO. DWG NO. 09-101-PT1S96 JBECKETT: 6/26/2017 9:28:18 AM S2422 S417 N CO x 00 Ul (1) = W10x26 1 HSS6x6x3/8 x CO X 00 01 N TOS EL=30'-0" HSS5x5x3/8 BRACE, TYP 1 I S242 S416 TOS EL=17'-0" 1 <E> F.F. EL=O'-0" 42 S416 42 S416 3ACED RAV E 3F-1 SIM S242 S416 9'-0" 9'-0" 9'-0" 9'-0" S242 S416 S242 S416 10 CD X 00 HSS4x4x3/16 ABOVE AND BELOW DOOR FRAME 10 CO x 00 —I 42 OPP HAN D S242S16 S418 TRUSS VOVE\T RAvE vF-1 TOS EL=30'-0" TOS EL=17'-0" S242 S416 <E> F.F. ORIG ADC THERMOPLASTICS AFP D33205-01 BY APPROVED MWZ JPT DATE SYM REVISION BY APPROVED 06.28.17 Q� BOE/NG° rr— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY (/-31 S242 S416 l S242 S416 10 CO x 00 9'-0" 9'-0" SIM S242S16 9'-0" 9'-0" W16X57 TRUSS v OvENT F A L :J 9 42 S418 viE VF -2 6 IN REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 6 2011 City of Tukwila ;t'i.JILDING DIVISION TOS EL=30'-0" TOS EL=17'-0" 10 CO X 00 HSS4x4x3/16 S242 S416 ISSUE FOR CONSTRUCTION 06.28.17 DRAWN DATE SUBTITLE M. ZIEMANN 06.16.17 CHECKED STRUCTURAL FRAME ELEVATIONS <E> F.F. EL=0'-0" CURRENT REVISION RECEIVED CITY OF TUKWILA AUG Z 3 2017 PERMIT CENTER DLR Group Architecture Engineering Planning Interiors SYMBOL DATE G 06.16.17 ENGINEER CHECKED APPROVED APPROVED TITLE STRUCTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET S242 JOB NO. D33205-01 COMP NO. DWG NO. 09-101—S242-1 SE& COLLABORATION: 4/5/2017 3:18:03 PM NOTE: GUSSET TO BRACE CONFIGURATION AND ADDITIONAL NOTES, SEE DETAIL 9/S416 1" PLATE HSS COLUMN I III I,I III III 1" 1 I I II Gln 1 8" 4" 4" 8" 2" SECTION CL WF RAIL 7/16V L1'-2 1/4" i GC VERIFY 2" STL BRACE 1/2" GUSSET PLATE PLATE GALV PL 1"x2' -4"x1'-2" W/ (4) 3/4"0 GALV ADHESIVE ANCHORS AT 8" OC W/ 7" EMBED HSS COLUMN GUSSET PLATE <CJP EXISTING WF BEAM RAIL I.J. T.O. EXISTING MACHINE FOUNDATION EXISTING MACHINE FOUNDATION NOTES: 1: COAT STEEL BELOW GRADE WITH COLD -APPLIED ASPHALT EMULSION PER ASTM D1187 2. DO NOT DEMO ADJACENT COLUMN FOOTINGS WHERE THEY OCCUR. 3ACED RAVE SASE SCALE: NO SCALE TYP> 7/16 V EMBED PLATE 3/8" x6" WIDE BETWEEN EXISTING WF RAILS PJP EA END TO EXISTING > 3/8 WF RAIL 7/16/ EMBED PLATE. CHIP OUT EXISTING CONCRETE FOR INSTALLATION 5/8" THICK EPDXY GROUT. PROVIDE SAME GROUT AS REQUIRED FOR MACHINE BASEPLATES SLAB PATCH TO MATCH EXISTING SLAB THICKNESS W/ #5 DWLS AT 12" OC MAX (2 MIN) (5 5/8" EMBED) EACH SLAB EDGE EXTENDING TO OPP END OF SLAB CUT AGGREGATE BASE COURSE 1" GALV PLATE 5/16 TYP BEAM TO COL CONN WHERE OCCURS HSS COLUMN STL BEAM S242 S416 / 3 EDGES OF PL \ TYP @ STIFFENERS SEE WELDED BEAM CONNECTION DETAIL 5/S416 FOR INFO NOT SHOWN 3/8" STIFFENER PL EA SIDE OF WEB STL BRACE 3ACED RAVE CO\\ NOTE: FOR GUSSET TO BRACE CONFIGURATION AND ADDITIONAL NOTES, SEE DETAIL 9/S416 SCALE: NO SCALE rn S242 S416 SYM REVISION BY APPROVED DATE SYM NS & FS@ BRACE TO > 5/16 GUSSET, NP EXISTING WF BEAM RAIL SECTION CL WF RAI L 1'-5 3/4" 11 1/2" I 10" NOTE: 1) COAT STEEL BELOW GRADE WITH COLD -APPLIED ASPHALT EMULSION PER ASTM D1187 2) SEE DETAIL 1/S416 FOR SLAB PATCH AT PLATE v ON E\T RAVE SASE 1 1/2"x4 1/2" SLOT IN BASEPLATE STL COLUMN PLATE TO MATCH BEAM FLANGE WIDTH AND THICKNESS NP PL TO COL WEB 5/16 NOTE: FOR GUSSET TO BRACE CONFIGURATION AND ADDITIONAL NOTES, SEE DETAIL 9/S416 WF COLUMN PL 1"x1' 2" CENTERED ON COLUMN <CJ P T.O. EXISTING MACHINE FOUNDATION CJP, TYP PLATE TO COL FLANGE STL BEAM SEE WELDED BEAM NS & FSC BRACE TO GUSSET, TYP CONNECTION DETAIL 10/S416 - FOR INFO NOT SHOWN TRUSS VF CO\\ CCJP, SHEAR PL AND BEAM WEB TO COL WELD ACCESS HOLE. GEOMETRY SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.8 STL BRACE SCALE: NO SCALE PL 1 /2"x8"x0'-6" GA V PL 1/2"x1'-2" W/ (2) 3/4"0 ADHESIVE ANCHORS AT 8" OC W/ 7" EMBED CENTERED ON COLUMN CJP PL 1 TO TYP HSS 7/16 EXISTING MACHINE FOUNDATION SCALE NO SCALE 1 � 1 S242 S416 3/8" STIFFENER PL EACH SIDE, FULL BM WIDTH, TYPICAL GUSSET TO BEAM ABOVE AND BELOW STL BEAM TYP 5/16 5/16 3.V\CED FSA v E CC\ HSS COLUMN SPLICE AS REQUIRED FOR PL INSTALLATION 1/2" THICK KNIFE/GUSSET PL (ASTM A572, GRADE 50) STL BRACE REVISION SCALE: NO SCALE BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP D33205-01 MWZ JPT 06.28.17 S242 S416 ft S242 S416 CJP, TYP BEAM j� TO PLATE 3/8" PLATE STL BEAM WELDED SEAM CO\\ 5/16 v---‹3 SIDES nCJP, SHEAR PL AND \ BEAM WEB TO COL WELD ACCESS HOLE. GEOMETRY SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.8 SCALE: NO SCALE NS & FS® BRACE TO GUSSET, TYP S416 S416 tr1/2" THICK GUSSET PL (ASTM A572, GRADE 50) 3ACED RAVE GUSSET PLATE SCALE: NO SCALE Q� BOE/HG ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED BY DEPT. DATE APPROVED DRAWN MWZ CHECKED ENGINEER (9 S416 S416 HSS BRACE PER PLAN 3/8" STIFFENER PL EACH SIDE, FULL BM WIDTH 5/16 TYP T 5/16 SUSS VF WE3 C3\N SCALE: NO SCALE METAL DECK 1/4" xCONT PLATE 3/16 I 2-18 WF BEAM PER ELEVATION SLIDING DOOR i TYPICAL TYP SLDI SCALE: NO SCALE WF COLUMN STEEL BEAM 5/16 1/2" THICK KNIFE/GUSSET PL (ASTM A572, GRADE 50) / GUSSET TO BEAM 3/8" STIFFENER PL EA SIDE OF WEB METAL DECK S242 S416 1/4" xCONT BENT PLATE 3/16 G DCO TAC (NP UNO) PLATE TO MATCH BEAM FLANGE WIDTH AND THICKNESS TYP PL TO COL WEB 5/16/ REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila BUILDING DIVISION WELDED 3 SCALE: NO SCALE 2-18 SLIDING DOOR STEEL BEAM AT DECK EDGE 5/16 N 1 1 S459 S416 CJP, TYP BM/PLATE TO COL FLANGE 3/8" PLATE STL BEAM M =Av CO\\ ISSUE FOR CONSTRUCTION 06.28.17 DATE SUBTITLE 06.16.17 STRUCTURAL DETAILS I NI 5/16 < 3 SIDES /CJP, SHEAR PL AND BEAM WEB TO COL WELD ACCESS HOLE. GEOMETRY SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.8 CURRENT REVISION D33205-01 RECEV S416 CITY OF TUKWILA AUG 2 3 2017 PERMIT CENTER DLR Group Architecture Engineering Planning Interiors SYMBOL n DATE 0 1 J 06.16.17 CHECKED APPROVED APPROVED TITLE STRUCTURAL MASTER ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA SHEET S416 JOB NO. COMP NO. DWG NO. 09-101-S416-1 1/2" MAX FOR SIZE, TYPE AND NUMBER OF BOLTS, SEE TYPICAL BOLT SCHEDULE 3/8" STEEL SHEAR PLATE 1/4 1/2" CAP PLATE AT TOP OF COLUMN WITH 5/16" PARTIAL PEN. WELD ALL AROUND CONT 1/4" BENT PL 3/16 12-18 METAL DECK 3/8" STEEL STIFFENER PLATE, EXTEND TO EDGE OF BEAM FLANGES, TYP AT ONE SIDED CONN. 1/2" 1 1/2" MIN 1 1/2" MIN STEEL BEAM CONT 1/4" BENT PL STEEL BEAM METAL PANEL 3/16 12-18 METAL DECK METAL PANEL NOTE: SEE DETAIL 7/S418 FOR HANDRAIL AT DECK EDGE WHERE OCCURS STEEL BRACE FOR SIZE AND NUMBER OF BOLTS, SEE TYPICAL BOLT SCHEDULE 1/4 "N" BOLTS @3"OC PER BOLT SCHEDULE STEEL BRACE STEEL BEAM TYPICAL WF 3EAv TO 3EA SCALE: NO SCALE HSS COLUMN ERECTION ANGLE AS REQUIRED HSS BEAM OR v 3/8" FULL DEPTH STEEL SHEAR PLATE SECTION CO\\ CONT ANGLE 4x3x1/4 (LLV) NOTCH HORIZ LEG AT STEEL BRACE CONN STEEL BRACE CONT ANGLE 4x4x1/4 WHERE OCCURS NOTCH HORIZ LEG AT STEEL BRACE CONN 3/8" STEEL STIFFENER PLATE, EXTEND TO EDGE OF BEAM FLANGES, TYP AT ONE SIDED CONN. tS 1 /4", t" FILLET t>1/4", 5/16" FILLET SHOP OR FIELD WELD AT CONTRACTOR'S OPTION TYPICAL HSS SEAN TO COL CO\\ SCALE: NO SCALE CO -03 (5 S459 S417 METAL DECK 1/2" S459 S417 5 8" 5/8" ,W, OPENING SIZE 3/161/ • TYP N L5x3x1/4 (LLV) ETAL DEC STEEL BEAM HSS COL PER PLAN TYPICAL WF SCALE: NO SCALE ANGLE ABOVE AND BELOW 3 EA STL BEAM 3/16 12-18 3/8" SHEAR PLATE V/COL CC\\ 1/2" OFFSET HSS BEAM 3/8" STIFFENER PLATE S459 S417 STIFFENERS PER MF CONN DETAIL 1/4 1/2" CLR HSS BEAM TYP V NOTE: SEE DETAIL 7/S418 FOR HANDRAIL AT DECK EDGE WHERE OCCURS VEZZ EDGE DETAIL 3 TYP NEZZ SCALE: NO SCALE SCALE: NO SCALE > < NP ANGLE TO WF/PLATE PE\ETATIO\ SCALE: NO SCALE EXISTING WIND GIRT GC VERIFY EXACT LOCATION IN FIELD DO NOT CUT EXISTING WIND GIRTS OR RODS COPE FLANGES OF NEW CHANNEL AS REQUIRED FOR CONNECTION NEW PENETRATION LOCATE BETWEEN EXISTING WIND GIRTS NEW C6x8.2, TYPICAL WALL PE\ERATIO\ DETAIL SCALE: NO SCALE (AT EXISTING WALL) 3/16 STIFFENER PL PER TYP BM TO BM CONN STEEL BEAM S459 S417 TYPICAL VO v STEEL BEAM TYP BM TO BM CONN E\T CO\\ SCALE: NO SCALE (BEAM TO BEAM) DIAPHRAGM BRACING, TYP O PLAN HSS 31\/ TO WF COLUv\ CO\\ WF COL ELEV HSS BEAM iYP HSS TO 1/4 ANGLE ANGLE 4x4x3/8 x0'-6" ABOVE AND BELOW HSS BEAM SCALE: NO SCALE CJP TOP AND BOTTOM FLANGES S459 S417 NP CHANNE TO NEW/EXIS PLATE BELOW BENT PLATE STEEL BEAM (COLUMN WEAK AXIS) (Th STEEL BEAM 1 1/2" (TYP UNO) S459 S417 CONT ANGLE 3x2x 1 /4 (LLV) 3/16 ANGLE 5x3x1/4 (LLV) AT 36" OC 3/16 AT OVERHEAD DOOR AGE DETAIL CAP PL AND STIFFENERS PER MF CONN DETAIL 3/8" SHEAR PLATE CJP 3 SIDES NOTCH BRACE FLANGE IF REQUIRED TO CLR COL FLANGE OPLAN (WF BEAM) WF 3V SCALE: NO SCALE ELEV TO WF COLUv\ CO\ \ (COLUMN WEAK AXIS) 1/2" MAX TYP SHEAR PL TO BEAM WEB AND FLANGE BOLTS PER SCHEDULE (AT TRUSS MF) r/H- S459 S417 CAP PL AND STIFFENERS PER MF CONN DETAIL 1 1/2" 3/8" SHEAR PLATE WF BEAM DIAPHRAGM BRACING BOLTS PER SCHEDULE ELEV 1/4 1 1/2" PER PLAN VIEW WF BEAM (EACH SIDE WHERE OCCURS PER PLAN) DIAPHRAGM BRACING, TYP DIAPHRAGM BRACING, TYP 17 `�/ S417 DIAPHAGM 3AC1\G NOTE: NOT ALL BRACING ARE PRESENT AT SIM CONDITION. SEE PLAN FOR LAYOUT BOLTS PER SCHEDULE BOLTS PER SCHEDULE WEB G 3/8" BENT PLATE WF BEAM 3/8" PLATE x3/4" WIDER THAN BM iaPHACN 3aa CALE NO SCALE (AT PERPENDICULAR) S417 TYP BOLT SCHEDULE (3/4"0 A325N) NOMINAL BEAM DEPTH "D" IN INCHES NUMBER OF BOLTS IN A ROW UPTO7 1® 8 — 11 2H 12 — 14 3H 15 — 17 4 18-20 5 21 — 23 6 24 — 29 7 1 1/2" 2� S417 3/8" PLATE TYP DIAPHAGN 3V\C1 SCALE: NO SCALE (AT DIAGONAL) TYP SHEAR PL TO BEAM WEB AND FLANGE 3/8" PLATE REVIEWED FOR CODE COMPLIANCE APPROVED 3/8" BENT PLATE \G (8 S459 S417 S459 PER PLAN VIEW S417 WF BEAM (EACH SIDE WHERE OCCURS PER PLAN) BOLTS PER SCHEDULE OFFSET BOLTS VERTICA AS REQUIRED FOR GEC (MIN 3" SPACING) DIAPHAGN 3AC1\13 SEP 0 6 2017 L'Y �ETity of Tukwila BUILDING DIVISION BOLTS PER SCHEDULE /8" PLATE x3/4" WIDER THAN BM TYP PL TO TO BEAM WEB AND SHEAR PL 17 \ TYP DIAPH V 3AC1\G 18 S459 S417 DIAPHAG 3.V\CI \G r14� S459 S417 DIAPHRAGN 3ACI\G SCALE NO SCALE (PLAN) 15 TYP 30LT SC S459 S417 SCALE: NO SCALE EDULE (16� 5417 5417 REVISION APPROVED DATE SYM REVISION APPROVED DATE ORIG ADC THERMOPLASTICS AFP A ADC THERMOPLASTICS AFP - DCN -01 D33205-01 033205-01 06.28.17 07.14.17 MWMG� o'— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRAWN MWZ CHECKED ENGINEER ISSUE FOR CONSTRUCTION DCN -01 07.14.17 DATE 06.16.17 SUBTITLE STRUCTURAL DETAILS ',ITV OF TUKWILA AUG 2 3 201 p PERMIT CENTER DLR Group Architecture Engineering Planning Interiors CURRENT REVISION D33205-01 SYMBOL A DATE 07.14.17 TITLE ADC THERMOPLASTICS AFP CHECKED APPROVED BUILDING 09-101 JOB NO. COMP NO. APPROVED O7I ion STRUCTURAL MASTER DEV. CENTER. WA DWG NO. 09-101—S417-1 7 /V) /')n17 Q•nQ•')F ALi CEIVED F TUKWILA IT CENTER NOTES: 1) SEE GENERAL EQUIPMENT BASEPLATE NOTES THIS SHEET FOR INSTALLATION REQUIREMENTS. 2) SPACING BETWEEN PLATES ON PLAN IS 6", UNO. 2 1/8" PLATE WASHER 1YP 1 /4"x 1 1/2"0", TYPICAL EMBED PLATE EP1 RASDLATE SCALE: NO SCALE PL 1"x1' - I/ 5/16V EXISTING WF BEAM RAIL J 3/4" THICK BASEPLATE, TYPICAL EMBED PLATE EP2 -TAIL EL=O'-3/4", TYPICAL EMBED PLATE EP3 CL WF RAIL 11'-2 1/4" GC VERIFY - (AT LINEAR UNIT) HSS COLUMN 5/16 V T.O. EXISTING MACHINE FOUNDATION w EXISTING MACHINE FOUNDATION n9pc1 LcjLl.i ogr _��1��i i♦ a/I NOTES: 1. COAT STEEL BELOW GRADE WITH COLD -APPLIED ASPHALT EMULSION PER ASTM D1187 2. OFFSET BASEPLATE AT SLIDING DOOR AS REQUIRED TO AVOID CONFLICT 3. DO NOT DEMO ADJACENT COLUMN FOOTINGS WHERE THEY OCCUR. 4. SEE DETAIL 1/S416 FOR SLAB PATCH AT PLATE. SS COLA\ SCALE: NO SCALE TOS (PRIMARY FRAMING) PRIMARY STEEL BEAM FRAMING PER PLAN 3/16 TYPICAL HA SCALE: NO SCALE c CN 2'-O" MAX <CJP 1 1 S459 S418 GALV PL 1/2"x1'-2" W/ (2) 3/4"0 GALV ADHESIVE ANCHORS AT 8" OC W/ 7" EMBED BASEPLATE S459 5418 HANDRAIL PER ARCH'L. CONTRACTOR TO COORDINATE LOCATIONS WITH ARCH DRAWINGS METAL DECK COPE AT FLANGE TOS (DIAPHRAGM BRACING AND HANDRAIL SUPPORT FR4MING) HSS FRAMING CENTERED UNDER HANDRAIL (WF FRAMING WHERE OCCURS) TYP, 3 SIDES \ID AIL SUPPORT (AT ROOF DECK) DIAPHRAGM STEEL FRAMING PER PLAN S459 S418 NOTES: 1) SEE GENERAL EQUIPMENT BASEPLATE NOTES THIS SHEET FOR INSTALLATION REQUIREMENTS. 2) SPACING BETWEEN PLATES ON PLAN IS 13/16", UNO. 3) SEE DETAIL 1/S418 FOR PLATE WASHER INFO. T.O. PLATE EL=O'-3/4", TYPICAL BAS_9LAT SCALE: NO SCALE "1113- - I- 7 7/8"I 11" 11" 17 7/8"I METAL PANEL EXISTING SLAB -ON -GRADE 3 1/8" EMBED PLATE EP4 \3 1/8" ETAL (AT HORIZONTAL POSITIONER: TAIL STOCK) CL COLUMN I� I II 3/4" THICK BASEPLATE (2 S459 S418 CONT ANGLE 4x4x 1 /4 W/ (1) 3/8"0 SCREW ANCHOR AT 24" OC (3 1/4" EMBED) NOTCH HORIZ LEG OF ANGLE AT BASEPLATES EXISTING MACHINE FOUNDATION TY9 VETAL 'SCALE: NO SCALE TYPICAL BENT PL VERT LEG DOWN AT SHIPS LADDER CONT STEEL SHIM 9A\71 AT T\3\ (TYP UNO) SHIPS LADDER AT GRATING CONT 3/8" BENT PL. COPE PER ARCH'L AT SHIPS LADDER AT MEZZANINE LEVEL 6" SOLID AT SHIPS LADDER STRINGERS (5 S459 HANDRAIL WHERE OCCURS PER ARCH'L TYPICAL LA\ DI \G EDGE DETAIL S418 6" SOLID AT SHIPS LADDER STRINGERS METAL DECK (STEEL GRATING WHERE INDICATED ON PLAN) 7 SCALE: NO SCALE S459 S418 NOTES: 1) SEE GENERAL DEQUIPMENT BASEPLATE NOTES THIS SHEET FOR INSTALLATION REQUIREMENTS. 2) SEE DETAIL 1/s418 FOR PLATE WASHER INFO. 1/4"0 RADIUS, TYPICAL T.O. PLATE EL=O'-2", TYPICAL 10 5/8" 2'-0 3/4" 10 5/8" 2'-0 3/4" , 10 5/8" +--1----- '-7 5/8" -t 1 1 OPEN CO 74, '-7 5/8" OPEN 2" TYP BASE9LAT SCALE: NO SCALE CONT 1/4" BENT PL DETAL 2" THICK BASEPLATE td - M 00 1.0 0 N moo coo (AT HORIZONTAL POSITIONER: HEAD STOCK) S459 STEEL BEAM HSS POST STEEL BEAM PL 3/8"x4" SQ EA SIDE OF POST W/ (1) 3/4"o THRU BOLT IN 2" LONG VERTICAL SLOT METAL DECK STEEL BRACE CONT ANGLE 1/4 1/4 5/16 I/ ANGLE 6x6x3/8 x0'-8" LONG PL 3/8"x5"x0'-7" W/ (2) 1/2"0 ADHESIVE (4 1/2" MIN EMBED) TYP HSS POST 8� SCALE: NO SCALE (SECTIONAL DOOR SUPPORT) S242 S418 SYM REVISION ORIG ADC THERMOPLASTICS AFP D33205-01 A ADC THERMOPLASTICS AFP - DCN -01 D33205-01 BY APPROVED MWZ MWZ JPT JPT DATE SYM REVISION BY APPROVED DATE 06.28.17 07.14.17 BOE/iVGm — THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DRNNN MWZ CHECKED ENGINEER CHECKED DATE SUBTITLE 06.16.17 TITLE S418 GENERAL EQUIPMENT BASEPLATE NOTES: 1) PLATES SHALL BE LOCATED PER PLAN WITH A MAXIMUM DEVIATION OF 3/16" IN EITHER PLAN DIRECTION. 2) TOP OF PLATE ELEVATION SHALL BE WITHIN 3/16" OF THAT NOTED ON THE PLANS/DETAILS 3) PROVIDE 2" SLOT IN PLATES IN THE NORTH/SOUTH DIRECTION CENTERED ON EACH ANCHOR. 4) ALL ANCHORS ARE 3/4"o ADHESIVE ANCHORS WITH 8" MINIMUM EMBED. 5) PROVIDE SIKA SIKADUR 42 GROUT PAK LE EPDXY GROUT BELOW BASEPLATES TO PROVIDE A LEVEL SURFACE FOR THE EQUIPMENT AND FULL CONTACT FOR THE BASEPLATE (MINIMUM GROUT THICKNESS=1 "). CONTRACTOR SHALL CHIP OUT EXISTING SLAB TO PROVIDE MINIMUM GROUT THICKNESS BELOW PLATES. SEE DETAIL BELOW FOR INSTALLATION. 6) FINAL BASEPLATE CONFIGURATION TO BE COORDINATED WITH EQUIPMENT MANUFACTURER PRIOR TO FABRICATION. EQUIPMENT BASEPLATE ADHESIVE ANCHOR T.O. PLATE ELEV 1/2" MIN 3" MAX TYP BASEPLATE SECTION EXISTING MACHINE FOUNDATION T.O. <E> MACHINE FNDN EL= 0'-0" GC VERIFY CHIP OUT EXISTING CONCRETE FOR EPDXY GROUT INSTALLATION. DO NOT CHIP CONCRETE OUT BELOW TOP MAT OF REINFORCING. DO NOT DAMAGE EXISTING REINFORCING. CAP PL 3/8"x5" SQ BOTTOM OF PLATE 1" ABOVE METAL DECK STEEL BRACE CONT ANGLE PL 3/8"x4" SQ EA SIDE THRU BOLT IN 2" LONG VERTICAL SLOT 3/16 4 ANGLE 6x4x1/4 3/16 W/ (2) 1/2"0 ADHESIVE ANCHORS (4 1/2" MIN EMBED) TYP HSS POST REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 6 2017 City of Tukwila BUILDINUMPloti SCALE: NO SCALE (MAN DOOR SUPPORT) S242 S418 ISSUE FOR CONSTRUCTIME DCN -01 07.14.17 A STRUCTURAL MASTER STRUCTURAL DETAILS ADC THERMOPLASTICS AFP BUILDING 09-101 DEV. CENTER, WA CURRENT REVISION SHEET DER Group Architecture Engineering Planning Interiors A DATE 07.14.17 SYMBOL S418 JOB NO. COMP NO. DWG NO. CPA rni 1 APnPATlr hl• 4 /c /')n17 n•c7•1 a AU X22 W18x65 XA' /2" HSS4x4x1 HSS4x4x3/16 HSS4x4x1/2 5459 5418 HSS8x6x1/2 SYM 3 EP2 EP1, TYP UNO EP2 EP2 0 EP2 EP2 EP2 EP2 EP2 W18x65 TRUSS MF -2 PLATE LAYOUT SYMMETRIC ABOUT CL 0 LIM HSS8x6x1/2 4 S459 S418 HSS8x6x1/2 EP3 HSS8x6x1/2 LL HSS8x6x1/2 0 EP2 EP2 EP2 0 HSS8x6x1/2 TYP 5 S459 S41 f HSS8x6x1/2 0 TYP OF 4 EP2 EP2 EP2 EP2 EP3 EP2 EP2 EP2 0 EP2 EP2 EP2 D 0 ❑ o 1 1 W18x65 HSS4x4x3/16 11V22 0 EP2 —5 7/ 8" 8'-7 1/2" 0 EP4 0(14 PLATES) CD TRUSS MF -1 3 r 1O'-10 3/8" 10 HSS4x4x3/16 PARTIAL FLOO SLA PLA\(Th SCALE: 1/8" = 1'-0" 1S92,3,5i6IS459 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG ADC THERMOPLASTICS AFP D33205-01 MWZ JPT 06.28.17 A ADC THERMOPLASTICS AFP — DCN -01 D33205-01 MWZ JPT 07.14.17 22 HSS6x6x1/4 BEAM BELOW HSS8x6x1/2 BEAM BELOW 17'-4" 19'-9" XB TYP AT GRID X1 AND X7 4 S459 S417 —'— IRUSS_ME 2- — — — W16 31 (+1/2) CD N X N W24x55 HSS6x6x1/4 BEAM BELOW S459 S417 TYP AT WF BEAM TYP ©WF COL (ABOVE) TYP ©WF COL (BELOW) S417 S459 S459 S417 TYP AT HSS COL CNJ Wit 2x14 wh2x14 �1 W8x13 DIAGONAL DIAPHRAGM BRACING, 'TOS=29'-10" S459 S417 TYP Ihfl2x14 CV OPEN TYP 11 S459 S417 SIM 1 1/2"x18 GA METAL DECK, TYP TOS=30'-0" HSS8x6x1/2 BEAM BELOW TOS=17'-O", TYP AT BM BELOW UNO TYP M CD N I 00 N 03 4x55 W16 31 (+1/2) W24x55 \33 Wh 2x14 c W8x13 DIAGONAL DIAPHRAGM BRACING, TYP TOS=29'-10" Al2x14 c 12x14 co HSS6x6x1/4 \ o BEAM BELOW 8 S417 S459 Q� BOE/NG o'— W24 55 OPEN J TYP 0 11 S459 3417 W16x31 (+1/2) W16x31 (+1/2) TRUSS N MF -1 N X �X 2 X3 HSS6x6x1/4 BEAM BELOW W8x13 STEEL GRATING PER GENERAL NOTES TOS=17'-0" W8x13 J L PARTIAL PLATFO SCALE: 1/8" = V-0" v VArcoi- It ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. PLA\ ("2-"\ PT1S92,3,5\61S459 DATE DRAW M. ZIEMANN CHECKED ENGINEER CHECKED DATE 06.16.17 A E\EAL \OTES 1. SEE SHEET S242 FOR BRACED FRAME AND TRUSS MOMENT FRAME ELEVATIONS. 2. EQUIPMENT EMBED PLATES ARE CALLED OUT AS EPX. SEE SHEET S418 FOR BASEPLATE DETAILS AND NOTES. 3. SEE DETAIL 1/S417 FOR TYPICAL WIDE FLANGE BEAM TO BEAM CONNECTION. 4. SEE THE FOLLOWING DETAILS FOR BEAM TO COLUMN CONNECTIONS (UNO): DETAIL 5/S416 FOR HSS BEAM TO WF COLUMN. DETAIL 2/S417 FOR WF BEAM TO HSS COLUMN CONNECTION. DETAIL 5/S417 FOR HSS BEAM TO HSS COLUMN CONNECTION. 5. GRAVITY MOMENT CONNECTIONS SHOWN THUS ON PLANS. SEE DETAIL 10/S417 FOR BEAM TO BEAM MOMENT CONNECTION. 6. STEEL GRATING SHALL BE W-19-4 WITH 1 1/4"x1/8" BARS AT 1 3/16" OC, UNO. PROVIDE SADDLE CLIPS AT EACH CORNER OF PANEL AND SERRATED TOP SURFACE. 7. LOCATION OF EMBED PLATES SHOWN IS TO BE VERIFIED WITH THE MANUFACTURER'S REQUIREMENTS. CONTRACTOR TO COORDINATE. . SEE DETAIL 10/S418 FOR FALL PROTECTION ANCHOR PLATE ATTACHMENT TO STRUCTURE. SEE ARCHITECTURAL DRAWINGS FOR ANCHOR LOCATIONS. EFRE\CE ��AWI\GS S-34 TAPE LAYER MACHINE FOUNDATION S-35 TAPE LAYER MACHINE FOUNDATION DETAILS CO\ STUCTO\ \OTES EXISTING W6x25 CONTINUOUS WIDE FLANGE RAIL EMBEDDED IN MACHINE FOUNDATION (TO REMAIN), TYPICAL OF 4. EMBED PLATE WITH EPDXY ANCHORS, TYPICAL. SEE SHEET S418 FOR LAYOUT, ANCHORAGE AND INSTALLATION. PRIOR TO ANCHOR INSTALLATION, GC SHALL X-RAY SLAB TO LOCATE MACHINE FOUNDATION TOP REINFORCING. DO NOT CUT EXISTING REINFORCING. HSS4x4x1/4 CENTERED UNDER HANDRAIL POSTS, TYPICAL. TOP OF STEEL = 29'-10". SEE DETAIL 6/3418. NEW PENETRATION IN EXISTING EXTERIOR WALL. SEE DETAIL 9/S417. LOCATE IN ELEVATION TO AVOID EXISTING WIND GIRTS AND BRACES. DIAGONAL BRACE CONNECTION PER DETAIL 13/S417, TYPICAL PENETRATION IN METAL DECK. SEE DETAIL 6/S417. SEE DETAIL 7/S418 FOR TYPICAL LANDING EDGE DETAIL. EXISTING COLUMN TO REMAIN. DO NOT DEMO FOOTING. PROVIDE W8X13 FRAMING CENTERED BELOW MECHANICAL UNIT CURB ON ALL EDGE. 10 SEE DETAIL 9/S418 FOR FRAMING AROUND WALL PENETRATIONS. PROVIDE HSS4x4x3/16 ABOVE AND BELOW EMBEDDED 3/8" x6" WIDE PLATE PER DETAIL 2/S416. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 06 2017 City of Tukwila BUILDING DIVISION ISSUE FOR CONSTRUCTION DCN -01 07.14.17 SUBTITLE FLOOR AND PLATFORM FRAMING PLAN CURRENT REVISION D33205-01 RECEIVED CITY OF TUKWILA AUG 2 3 2017 PERMIT CENTER DLR Group Architecture engineering Planning Interiors SYMBOL A DATE 07.14.17 APPROVED APPROVED TITLE STRUCTURAL MASTER ADC THERMOPLASTICS BUILDING 09-101 DEV. CENTER, WA SHEET S459 JOB NO. D33205-01 COMP NO. DWG NO. 09-101-S459-1