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Permit M12-153 - BOEING #9-101 - CAFETERIA
BOEING #9 -101 CAFETERIA 9725 EAST MARGINAL WY S M12 -153 City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov MECHANICAL PERMIT Parcel No.: 0003400018 Address: 9725 EAST MARGINAL WY S TUKW Project Name: BOEING #9 -101 - CAFETERIA Permit Number: M12 -153 Issue Date: 12/12/2012 Permit Expires On: 06/10/2013 Owner: Name: BOEING COMPANY THE Address: PROPERTY TAX DEPT , PO BOX 3707 M/C 20 -00 98124 Contact Person: Name: Address: Email: JIM THOMAS 5005 THIRD AV S , SEATTLE WA 98134 JIMT @MCKINSTRY.COM Contractor: Name: MCKINSTRY CO LLC Address: PO BOX 24567 , SEATTLE WA 98124 Contractor License No: MCKINCL942DW Phone: 206 -763 -4819 Phone: 206 762 -3311 Expiration Date: 03/16/2014 DESCRIPTION OF WORK: ADD (5) ROOFTOP UNITS, (3) EXHAUST FANS, AND ASSOCIATED DUCTWORK FOR THE ADDITION OF A KITCHEN AND CAFETERIA TO THE BOEING #9 -101 BUILDING Value of Mechanical: 215,000.00 Type of Fire Protection: UNKNOWN Electrical Service Provided by: Permit Center Authorized Signature( I hereby certify that I have read an governing this work will be compli ex d with The granting of this permit does not p - s construction or the performance of work. back of this permit. Signature: Print Name: Fees Collected: $2,488.31 International Mechanical Code Edition: 2009 Date: ned this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this mechanical permit and agree to the conditions on the Date: /07'-'0^/ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. rdnr.• IMC -4 /1n M12 -153 Printp 1 • 19 -17 -9017 PERMIT CONDITIONS Permit No. M12-153 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 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 Building Department (206- 431 - 3670). 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: ** *FIRE DEPARTMENT CONDITIONS * ** 9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 10: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire - extinguishing system installed in accordance with this code. (IFC 610.2, IFC 904.2.1 and IFC 904.11) Automatic fire - extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 11: All new automatic fire - extinguishing systems and all modifications to existing automatic fire- extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 12: Type I hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. (IMC 507.2.1.1) 13: U.L. central station supervision is required. (City Ordinance #2327) 14: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC ;904.11.5) 15: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2328) 16: 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) 17: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2328) 18: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2328) (inn. IMi: -4/10 M17 -153 PrintAd. 19 -17 -7019 19: Duct detectors shall send a sup sory signal only upon activation. (City Ordi a #2328) 20: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2328) 21: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 22: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 23: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4)(EXTEND SPRINKLER PROTECTION TO THE WALK -IN COOLERS /FREEZERS) 24: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 25: All new sprinlder systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 26: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. rinr. IM(: -4/1(1 M12-151 PrintAd. 12 -12 -2(117 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd.. Suite 100 Tukwila. 61:4 98188 http://www.TukwilaWA.gov Mechanical Permit No. , Vt ( (S 3 Project No. Date Application Accepted: ( Date Application Expires: k (For office use onlv) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *please print ** SITE LOCATION Site Address: Tenant Name: King Co Assessor's Tax No.: MO 3 yo " oem 9725 East Marginal Way Boeing 9 -101 Building Suite Number: PROPERTY OWNER Name: Jim Thomas Name: Boeing City: Seattle State: WA Zip: 98134 Address: 9725 East Marginal Way Email: jimt @mckinstry.com City: Tukwila State: WA Zip: 98108 CONTACT PERSON — person receiving all project communication Name: Jim Thomas Address: 5005 3rd Ave S City: Seattle State: WA Zip: 98134 Phone: (206) 763 -4819 Fax: Email: jimt @mckinstry.com Floor: 2 New Tenant: ❑ Yes ® ..No MECHANICAL CONTRACTOR INFORMATION Company Name: McKinstry Address: 5005 - 3rd Ave S. City: Seattle State: WA Zip: 98134 Phone: (206) 762 -3311 Fax: Contr Reg No.: MCKINCL912DW Exp Date: 03/16/2012 Tukwila Business License No.: BUS- 0101413 Valuation of project (contractor's bid price): $ Describe the scope of work in detail: Add 5 Rooftop units, 3 Exhaust fans, and associated ductwork for the addition of a kitchen and cafeteria to the Boeing 9 -101 Building 215,000 Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Fuel Type: Electric ❑ Gas m Other: H:\ Applications\Forms- Applications On Line \2011 Apphcations\Mechanical Permit Application Revised 8 -9 -1 I.docx Revised: August 2011 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type. Qty.. Furnace <100k btu Furnace >100k btu 17 Floor furnace 5 Suspended/wall /floor mounted heater Appliance vent 2 Repair or addition to heat/refrig /cooling system Air handling unit <10,000 cfm 3 Unit Type, Qty handling unit >10,000 cfm Evaporator cooler 17 Ventilation fan connected to single duct 5 Ventilation system Hood and duct 2 Incinerator — domestic Incinerator — comm/industrial .Unit Type Qty Fire damper Diffuser 17 Thermostat 3 Wood /gas stove Emergency generator Other mechanical equipment Boiler /Compressor Qty 0 -3 hp /100,000 btu 3 -15 hp /500,000 btu 15 -30 hp /1,000,000 btu 30 -50 hp /1,750,000 btu 50+ hp /1,750,000 btu PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING RWNER AUTHORIZED AGE T: —14/ "' TI Signature: Date: 10/04/2012 Print Name: Jim. Thomas Day Telephone: (206) 763 -4819 Mailing Address: 5005 3rd Avenue S Seattle WA 98134 City State Zip H :\Applications\Fonns- Applicanons On Line\201 I Applications\Mechanical Permit Application Revised 8- 9- 11.docx Revised: August 2011 bh Page 2 of 2 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 0003400018 Permit Number: M12 -153 Address: 9725 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 10/04/2012 Applicant: BOEING #9 -101 - CAFETERIA Issue Date: Receipt No.: R12 -03305 Payment Amount: $1,990.65 Initials: JEM Payment Date: 12/12/2012 10:08 AM User ID: 1165 Balance: $0.00 Payee: MCKINSTRY CO. SERVICE ACCOUNT TRANSACTION LIST: Type Method Descriptio Amount Payment Check 12310 1,990.65 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 1,990.65 Total: $1,990.65 rdnr.• RArpint -(1R Printpri • 1 -1 2 -2(11 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 0003400018 Permit Number: M12 -153 Address: 9725 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 10/04/2012 Applicant: BOEING #9 -101 Issue Date: Receipt No.: R12 -02768 Payment Amount: $497.66 Initials: WER Payment Date: 10/04/2012 10:24 AM User ID: 1655 Balance: $1,990.65 Payee: MCKINSTRY CO TRANSACTION LIST: Type Method Descriptio Amount Payment Check 12220 497.66 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 497.66 Total: $497.66 doc: Receipt -06 Printed: 10 -04 -2012 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 M(2-(- Pro *t: a 1c° e— A-6 CI - (v t Type of Inspection: -` . • �! �t er,Q -. /v (, t. Special Instructions: r t 11 Date Wanted: . . 2-/.. (3 . Requester: Pho a No( � f ,2 -3 `iS -aS4 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: p</A11r XtI 1 Insp(ctor: Date a- Z ---r 3 n 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 Ne_. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proje t: ‘ IS ()e... /k 4-40( Type of Inspection: 1140 Ki _.. J T JvulA/ Add�r?ess: p �- "[ 2-S E, �k c• AJM atatye Called: IV1._r - �r ��^ Special Instructions: 1 f?-45/ UAlth ea -.. et JS.r( /14/14c-&) p 4!r Date Wanted:. 7 — �� - r a.m. p.m. Requester: skuT-6o cA1 1 _o /\ 5 0(,) ( t__,_ Phone No: t S —35-41 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 4 R o d a t-- TJ Me cam\ 1 (3 A AAtc.�.� 2�.P 17— . fo /, / \� a It`s U /� _, V C:r ` , =sL skuT-6o cA1 1 _o /\ 5 0(,) ( t__,_ +(-0 00 4•2,- 4-yt; i.e.4..6,;4s. -s i-- n ( ..-4- d ,ice - t o r\ U 4 ;T`S --- i. (4, Date F-7 REINSPECTION FEE REQUIRED: Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspecto( INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 F. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Ali - (S3 Project: ' /5J.,,, /t. G 7` � O ( Type .of Inspection: y `{- t , M C„ ' Ad s: .9 72 r .. AJ C \ 4J 4L Date Called: Special Instructions: C„ i- ��� • r. f �r.A— Date Wanted• . ' 2 ._(S.� i3 a.m. p.m. Requester: ,) _ . _ s ci-,..___Ali ( .. , nS D e.,c ' , '3 ,-) Phone No: _ 7, (a -S"7f -rTo Approved per applicable codes. ElCorrections required prior to approval. e3 COMMENTS: J, k- '4 - s,P-ok pl-uo/ke .- u ; r"N f\ -- L,, r -0-k 'r . L "_.s J e. (-./l 7 -U A J 1,) ./ :S A--d • ` e J t `h C e rd tl 6 ,,, 4 A4,4-4 Al A- i-{- ems{ r i INSPECTION RECORD. Retain a copy with permit INS TION NO. 'PERMIT NO._ CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila: WA 98188 t (206) .431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro ct: A Ty e of Inspe ti Address E. / Date Called: Special Instructions: �! Date Wanted: G- f� ....a m. p.m: Requester: Phone No: 2 ‹S71 - i 0f Approved per applicable codes. COMMENTS: Corrections required prior to approval. r„ f- ,A/S b 0 .5 /`'v u IM P J, C _ cs,) Y Inspector: Dater n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectio'n. `' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 h-- (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Pry ct: 150e: A& i - (5 � Type of Inspection: ^ ,�� kotj CO -1--_---- Al -0i Address: .. Ci 11) E, 416-AIA Date Galled: ,._.. Opt . Special Instructions: /�, A Date Wanted: i a.m. - ''1� /03.1—f-. .�� Q'.t`i A. - Requester: Phone No( .5..- ri t —37 ( EJApproved per applicable codes. Corrections required prior to approval. COMMENTS: . p k ii,v_ R--ti v (o, \ ( G.-4 -1/4,j €'*' n �-,11 -- -- D O IJ U�...; W0 tt ��_� s et _, rev ( =12- • 6,4) a --j" -X 0 iek.. ---i— /N-spe_c--k —6-1 -e__.-1_:- tk--a _S 0, \ r J F -N J t41e 6 t - -- r -� ,f - i4oILA.Ar12.1 t-v;.1U (1 ,e.l A -,kA sbee M A s 3A/ Co ! 6VSP J ti e::. + r ' (,� "Y. l /) Le-1 l\�f.' L j / /'A ce 1 F--; _ _ .r.t�ASu (' - ` )1 k t ,re AsL.._ Qv ar Insprector: Dates -,• 3 i n REINSPECTION FEE REQUIRED. Nor 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 (206) 431 -3670 Mt2- X53 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Tye of Inspection: a� u k 1�Q Addrs: ¶'es� 2s. 9_ Akin, J \ Special Instructions: IInsttructions: • Approved per applicable codes. L Date Called: Date Wanted:. �a.m 3 ( P.m: Requester: Phone No: ,--c —O /G 1 Corrections required prior to approval. COMMENTS: ( D /A ra) r—Z 4'1.k -1/24—is-r—A- ttP3 W\p k '-r--0 ) "-t15 I --ir(„Xt-S c. _ ti AC', 4 ---m =7- J I . A Inspe tor: ___o_k_Als.k likk4 Date! 31 i n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Aft- ts3 PrQjR N '�cD �b h -t "e T)e'er 6ri) Type • Inspection: AdLI1 `` �� 4 M )116.1.4.11 . Date CalledIA PQ-- / r ` -We-- fitl�iJ Special Instructions: i rtAlc k p Date Wanted:/.-`, i ' .a.m.. Requester: Ph7 N o., -2..S3 _ 0" G' Approved per applicable codes. ElCorrections required prior to approval. /(� COMMENTS: h -t "e T)e'er 6ri) ‘,`",_sJkk LAA/ 4/ 0A : 4 6 ur A- /t -,OrraiikA 6A Alkz-Ail S 7 ak3-74-177),,e i rtAlc k p t A 1 Irfi pector: Date / z 13 — REINSPECTION FEE fQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd{ Suite' 100. Call to schedule reinspection. 1 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: 6e€10 5- 1 0 ( Type of Ipection: &C t� &c Address: 9-7 s- Suite #: Wit„\ 3 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. ~Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: f g-r ■ Ors— .---" 0 (c . c'w fro- m ia-= 153 c4.- — Go ,q- e v4-. w o SL.' c.e re— /71/S c P-144,/,./4-c- p i r i 5e s`N. U —0 k-- . <orrc \ve..T Ca 3Ot2 — DV— Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: f Occupancy Type: Inspector: Date: 2/ 2.,01 r5 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 110 01 Your Dalian° PRELIM! OEDNG • • • uilding 9-101 SEATTLE, WA FEBRUARY 2013 For 1h instry /e 01 row Building f PRELIMINARY Air Apparatus Test Report Project: Boeing 09 -101 Project Number: # 1944 Readings By: CJ / DE Date: 2/18/2013 System: AHRM5 Test Conditions: Unit running in Auto. OSA Damper at minimum position of 40 %. Unit & Fan Data Motor & Drive Data Make Unit Type Model Number Serial Number Unit Location Unit Services Fan Type Fan Arrangement Fan Discharge Unit Discharge Unit Filter Data Unit Filter Data Unit Filter Data McQuay Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Motor Sheave Make Model No. & Bore Operating Dia. Fan Sheave Make Model No. & Bore Centerline Distance No. of Belts & Size Belt Adjustment Baldor -Super E 184T Package RTU 5 1740 OAHOO8GDAC 460 3 FB0U121000232 6.6 1.15 Roof Top Browning Kitchen 2VP57 1 1/8" Airfoil / Centrifugal 6.0 T.O. DWDI Browning Horizontal 2BK4OH H 1 7/16" Vertical - Down 10.5" (2) 12" x 24" x 4" Pleats 2 BX32 (2) 20" x 24" x 4" Pleats Mid -Back (2) 24" x 24" x 4" Pleats - - Performance Data Design Actual Static Pressure In Out Total Cfm Return Air Cfm Outside Air Cfm Fan Rpm Total Static Press. External S.P. Bhp (Approx.) Inlet Vane % Open VSD - Hz. Damper % Open nt itcirie / RPti irn 3,000 3,100 Filter Dp Cooling Coil Dp Heating Coil Dp Dx Coil Dp Fan Total External Total Corrected F.L.A. 6.37 0. A Full Flow Amps 3.8 -0.71 -0.72 0.01 1875 1889 -0.72 -0.98 0.26 1,225 1,211 -0.72 -0.98 0.26 2,619 2,047 DNA DNA DNA 2.62 1.20 -0.98 0.22 1.2 1.5 0.93 -0.71 0.22 0.93 2.39 2.88 Amps - Act. VOLTS - Act. DNA 3.7 478 DNA 3.7 474 40% 60% 3.6 477 Remarks: DNA = Does Not Apply / NA = Not Accessible Mc P, Th instry Ifs Of Ono Bol101ag PRELIMINARY Readings By: CJ / DE Date: Test Conditions: Unit running in Auto. 2/21/2013 Air Outlet /Inlet Test Report Project: Boeing 09 -101 Project Number: # 1944 System: AHRM5 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Percent Design Remarks A B C Cfm Kitchen 1 CD 12" 500 455 504 493 99% Kitchen 2 CD 12" 500 608 512 517 103% Kitchen 3 CD 12" 500 823 505 540 108% Pot / Utensil 4 CD 12" 500 748 541 532 106% Pot / Utensil 5 CD 12" 500 1091 541 515 103% Kitchen 6 CD 12" 500 389 461 503 101% 1 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 3000 3100 103% Remarks: 1) Volume damper is set to full open. Mc Pc, TA instry e Of Pow Betiding PRELIMINARY Traverse Test Report Project: Boeing 09 -101 Project Number: # 1944 System: AHRM6 Design Cfm: 1,225 Actual Cfm: 1,211 99% Location: OSA Intake Test No.: Final Static Pressure DNA Date: 2/21/2013 Readings By: CJ /DE Height: 20" Width: 32" Area: 4.27 Test Conditions: OSA comanded to 40% damper position. Remarks: 1 2 3 4 5 6 7 8 9 10 11 12 1 256 256 337 2 322 234 298 3 4 5 6 7 8 9 10 11 12 13 14 15 Totals: 578 490 635 Velocity Total: 1703 No. of Readings: 6 Average Velocity: 283.8 FPM Remarks: Mc For r6 instry !!s B/ Tour Building r PRELIMINARY Fan Test Report Project: Boeing 09 -101 Project Number: # 1944 Readings By: CJ / DE Date: 2/18/2013 System: AHRM5 - Return Test Conditions: Unit running in Auto. OSA Damper at minimum position of 40 %. Fan Data Motor Data Make Model Number Serial Number Fan Location Fan Services Fan Type Impeller Type Arrangement Fan Discharge Filters Motor Sheave Make Model No. & Bore Operating Diameter Fan Sheave Make Model No. & Bore No. of Belts & Size Centerline Distance Adjustment McQuay Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Baldor -Super E 143T OAHOO8GDAC 1 1760 FB0U121000232 460 3 AHRM5 - Roof Top 1.5 1.15 AHRM5 - Return Air - - Centrifugal Performance Data Design Actual Forward Curve Total Cfm Fan Rpm Filter Static D Inlet Static Discharge Static Total Static L1 / T1 -T2 L2 / T2 -T3 L3 / T3 -T1 Corrected F.L.A. Bhp (Approx.) 1,875 1,889 DWDI NA 694 Horizontal DNA DNA DNA NA -0.06 Browning NA 0.18 2VP42 7/8" 0.57 0.24 3.5 T.O. AMPS -Act. VOLTS -Act Browning 1.2 478 2AK84 1" 1.2 475 2 A40 1.1 477 12" 1.45 Mid. 0.34 0.81 Remarks: For Th instry le 01 Tow Building PRELIMINARY Air Apparatus Test Report Project: Boeing 09 -101 Project Number: # 1944 Readings By: C) / DE Date: 2/18/2013 System: AHRM6 Test Conditions: Unit running in Auto. OSA Damper at minimum position of 32 %. Unit & Fan Data Motor & Drive Data Make Unit Type Model Number Serial Number Unit Location Unit Services Fan Type Fan Arrangement Fan Discharge Unit Discharge Unit Filter Data Unit Filter Data McQuay Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Motor Sheave Make Model No. & Bore Operating Dia. Fan Sheave Make Model No. & Bore Centerline Distance No. of Belts & Size Belt Adjustment Baldor -Super E 254T Package RTU 15 1765 OAH025GDAC 460 3 FBOU121000170 17.7 1.15 Roof Top Browning Servery 2VP75 1 5/8" Centrifugal 5.5 T.O. Airfoil Browning Horizontal 2B5V66 B B 2 3/16" Vertical - Down 15.5" (9) 20" x 24" x 4" Pleat 2 BX 49 (3) 24" x 24" x 4" Pleat Mid -Back Performance Data Design' Actual Static Pressure In Out Total Cfm Return Air Cfm Outside Air Cfm Fan Rpm Total Static Press. External S.P. Bhp (Approx.) Inlet Vane % Open VSD - Hz. Damper % Open (lilt-cilia / Ratiirn 10,800 11,172 Filter Dp Cooling Coil Dp Heating Coil Dp Dx Coil Dp Fan Total External Total Corrected F.L.A. 17.08 O. A Full Flow Amps 11.6 -0.68 -0.77 0.09 8770 9180 -0.77 -1.38 0.61 2,030 1,992 -0.77 -1.38 0.61 1,771 1,627 DNA DNA DNA 3.04 1.80 -1.38 0.42 1.8 1.5 1.10 -0.68 0.42 1.1 8.99 9.60 Amps - Act. VOLTS - Act. DNA 10.7 478 DNA 11.7 475 32% 56% 10.4 477 Remarks: DNA = Does Not Apply / NA = Not Accessible Mc For 1s instry Ys Of Tow Bslld/ag PRELIMINARY Readings By: CJ / DE Date: Test Conditions: Unit running in Auto. 2/18/2013 Air Outlet /Inlet Test Report Project: Boeing 09 -101 Project Number: # 1944 System: AHRM6 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Percent Design Remarks A B C Cfm Servery 1 CD 12" 780 1018 728 808 734 94% Servery 2 CD 12" 780 815 940 833 806 103% Servery 3 CD 12" 780 670 776 833 845 108% 1 Servery 4 CD 12" 780 962 765 768 747 96% Servery 5 CD 12" 780 919 779 848 853 109% Servery Prep 6 CD 12" 600 1000 552 610 648 108% 2 Servery Prep 7 CD 12" 600 911 621 607 646 108% Servery 8 CD 12" 780 836 780 882 813 104% 1 Servery Prep 9 CD 12" 600 832 634 658 635 106% Servery 10 CD 12" 780 755 941 876 852 109% Servery 11 CD 12" 780 791 965 816 800 103% Servery 12 CD 12" 780 818 1074 845 825 106% Servery 13 CD 12" 780 610 799 770 751 96% 1 Cold Prep 14 CD 10" 400 360 364 385 392 98% 2 Cold Prep 15 CD 10" 400 411 387 407 385 96% Cold Prep 16 CD 10" 400 422 381 440 440 110% 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 10800 11172 103% Remarks: 1) Volume damper is set to full open. 2) Volume damper stroke is backwards in comparison to the all other outlets. For 1e instry Ile 01 lout QM/lding PRELIMINARY Traverse Test Report Project: Boeing 09 -101 Project Number: # 1944 System: AHRM6 Design Cfm: 2,030 Actual Cfm: 1,992 98% Location: OSA Intake Test No.: Final Static Pressure DNA Date: 2/16/2013 Readings By: CJ /DE Height: 44" Width: 39" Area: 11.76 Test Conditions: OSA comanded to 32% damper position. Remarks: 1 2 3 4 5 6 7 8 9 10 11 12 1 129 126 141 2 146 125 161 3 250 258 233 4 120 172 171 5 6 7 8 9 10 11 12 13 14 15 Totals: 645 681 706 Velocity Total: 2032 No. of Readings: 12 Average Velocity: 169.3 FPM Remarks: Mc For Tit instry 11e 01 bur Building PRELIMINARY Fan Test Report Project: Boeing 09 -101 Project Number: # 1944 Readings By: CJ / DE Date: 2/18/2013 System: AHRM6 - Return Test Conditions: Unit running in Auto. OSA Damper at minimum position of 32 %. Fan Data Motor Data Make Model Number Serial Number Fan Location Fan Services Fan Type Impeller Type Arrangement Fan Discharge Filters Motor Sheave Make Model No. & Bore Operating Diameter Fan Sheave Make Model No. & Bore No. of Belts & Size Centerline Distance Adjustment McQua Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Baldor -Super E 182T OAH025GDAC 3 1765 FBOU121000170 460 3 AHRM6 - Roof Too 4.2 1.15 AHRM6 - Return - - Centrifugal Performance Data Design Actual Forward Curve Total Cfm Fan Rpm Filter Static D Inlet Static Discharge Static Total Static L1 / T1 -T2 L2 / T2 -T3 L3 / T3 -T1 Corrected F.L.A. Bhp (Approx.) 8,770 9,180 DWDI 392 444 Horizontal DNA DNA DNA NA -0.55 Browning NA 0.23 2VP42 1 1/8" 0.57 0.78 NA AMPS -Act. VOLTS -Act Browning 4.2 484 2TB136 2 3/16" 4.3 481 2 AX70 4.3 485 22.5" 4.00 Mid. 2.4 3.20 Remarks: Fez ID instry e 01 Yew Bonding Readings By: Test Conditions: PRELIMINARY CJ /DE Date: 2/18/2013 Air Apparatus Test Report Project: Boeing 09 -101 Project Number: # 1944 System: AHRN5 Unit & Fan Data Motor & Drive Data Make Unit Type Model Number Serial Number Unit Location Unit Services Fan Type Fan Arrangement Fan Discharge Unit Discharge Unit Filter Data Unit Filter Data McQuay Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. Motor Sheave Make Model No. & Bore Operating Dia. Fan Sheave Make Model No. & Bore Centerline Distance No. of Belts & Size Belt Adjustment Baldor -Super E 184T Package RTU 5 1750 OAHO1OGHAC 460 3 FB0U121000206 6.6 1.15 Roof Top Browning Kitchen / Servery 2VP60 1 1/8" 2.0 T.O. DWDI Browning Horizontal 2TR36 P1 P1 1 11/16" Vertical - Down 13.5" (6) 20" x 24" x 4" Pleat 2 AX38 - - Mid. Performance Data Design Actual Static Pressure In Out Total Cfm Return Air Cfm Outside Air Cfm Fan Rpm Total Static Press. External S.P. Bhp (Approx.) Inlet Vane % Open VSD - Hz. Damper % Open ni itciria / RPti irn 4,500 4,755 Filter Dp Cooling Coil Dp Heating Coil Dp Dx Coil Dp Fan Total External Total Corrected F.L.A. 6.28 O. A Full Flow Amps DNA DNA DNA DNA DNA 4,500 4,755 NA 2,574 DNA DNA DNA NA 2 NA 4.12 Amps - Act. VOLTS - Act. DNA 4.8 484 60Hz. 5.3 482 DNA DNA 5.4 485 Remarks: DNA = Does Not Apply / NA = Not Accessible PRELIMINARY Readings By: CJ / DE Date: 2/18/2013 Test Conditions: All EF on and AHRNS running in auto. Air Outlet /Inlet Test Report Project: Boeing 09 -101 Project Number: # 1944 System: AHRN5 Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Percent Design Remarks A B C Cfm EFRM4 - Hood #1 1 HOOD 14 "x10" 1690 1843 1867 110% 1 EFRM5 - Hood #2 2 HOOD 14 "x10" 1700 1712 1737 102% 1 EFRN5 - Hood #3 3 HOOD 10 "x10" 540 562 574 106% 1 EFRN5 - Hood #3 4 HOOD 10 "x10" 540 628 577 107% 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 4470 4755 106% Remarks: 1) Volume damper is set to full open. For 16 instry le 01 Thar lauding PRELIMINARY Fan Test Report Project: Boeing 09 -101 Project Number: # 1944 Readings By: CJ / DE Date: 2/13/2013 System: EFRM4 - Hood #1 Test Conditions: Exhaust Fan on in auto Fan Data Motor Data Make Model Number Serial Number Fan Location Fan Services Fan Type Impeller Type Arrangement Fan Discharge Filters Motor Sheave Make Model No. & Bore Operating Diameter Fan Sheave Make Model No. & Bore No. of Belts & Size Centerline Distance Adjustment Greenheck Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. WEG E143 / 5T CUBE - 180 - 20 - G 2 1730 13024972 1210 460 3 Roof Top 2.9 1.15 Kitchen - Hood #1 - - Upblast Performance Data Design Actual Backward Incline Total Cfm Fan Rpm Filter Static D Inlet Static Discharge Static Total Static L1 / T1 -T2 L2 / T2 -T3 L3 / T3 -T1 Corrected F.L.A. Bhp (Approx.) 2,815 2,895 SWSI 1,522 1,512 Vertical - Up DNA DNA DNA NA -1.41 TBW NA Atmos. 1VP44 7/8" 2" 1.41 0.0 T.O. AMPS -Act. VOLTS -Act TBW 2.7 481 AK49 1" 2.8 478 1 AP 26 2.3 481 7 1/8" 2.78 Mid. 1.63 1.87 Remarks: PRELIMINARY Traverse Test Report Project: Boeing 09 -101 Project Number: # 1944 System: EFRM4 - Hood #1 Design Cfm: 2,815 Actual Cfm: 2,895 103% Location: Hood Exhaust Inlet Test No.: Final Static Pressure DNA Date: 2/16/2013 Readings By: CJ /DE Height: 3" Width: 174" Area: 3.63 Test Conditions: Exhaust Fan on in auto Remarks: 1 2 3 4 5 6 7 8 9 10 11 12 1 644 647 796 792 784 772 771 802 805 819 798 854 2 811 808 832 812 815 842 808 794 846 834 850 807 3 816 808 829 802 779 773 788 808 804 755 882 760 4 5 6 7 8 9 10 11 12 13 14 15 Totals: 2271 2263 2457 2406 2378 2387 2367 2404 2455 2408 2530 2421 Velocity Total: 28747 No. of Readings: 36 Average Velocity: 798.5 FPM Remarks: PRELIMINARY Fan Test Report Project: Boeing 09 -101 Project Number: # 1944 Readings By: CJ / DE Date: 2/13/2013 System: EFRN4 - Dishwasher Test Conditions: Exhaust fan on in auto Fan Data Motor Data Make Model Number Serial Number Fan Location Fan Services Fan Type Impeller Type Arrangement Fan Discharge Filters Motor Sheave Make Model No. & Bore Operating Diameter Fan Sheave Make Model No. & Bore No. of Belts & Size Centerline Distance Adjustment Greenheck Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. WEG B56 CUBE - 101HP - 5 - G 0 -Jan 1750 13024974 1210 460 3 Roof Top 1 1.25 Pot / Utensil / Custodian - - Upblast Performance Data Design Actual Backward Incline Total Cfm 700 763 SWSI Fan Rpm 2,420 1,684 Vertical - Up Filter Static D DNA DNA DNA Inlet Static NA -1.11 TBW Discharge Static NA Atmos. 1VP34 5/8" Total Static 1.5" 1.11 1.5 T.O. AMPS -Act. VOLTS -Act TBW L1 / T1 -T2 0.8 481 AK30 3/4" L2 / T2 -T3 1.0 479 1 4L200 L3 / T3 -T1 1.0 481 5.5" Corrected F.L.A. 0.96 Mid. - Close Bhp (Approx.) 0.47 0.49 Remarks: For lb instry Its 01 lbw Building PRELIMINARY Readings By: CJ / DE Date: 2/18/2013 Test Conditions: Exhaust fan on in auto. Air Outlet /Inlet Test Report Project: Boeing 09 -101 Project Number: # 1944 System: EFRN4 - Dishwasher Area Served No. Type Size Design Cfm Preliminary Cfm Readings Final Percent Design Remarks A B C Cfm Custodial Closet 1 CD 6" 100 223 103 103% Dishwasher Out 2 Hood 4 "x16" 400 424 441 110% 1 Dishwasher In 3 Hood 4 "x16" 200 518 219 110% 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Total: 700 1165 763 109% Remarks: 1) Volume damper is set to full open. For FA instry le Of Your Solidlog PRELIMINARY Traverse Test Report Project: Boeing 09 -101 Project Number: # 1944 System: EFRN4 - Dishwasher Design Cfm: 400 Actual Cfm: 441 110% Location: Dishwasher outlet Ex. Test No.: Final . Static Pressure DNA Date: 2/18/2013 Readings By: CJ /DE Height: 4" Width: 16" Area: 0.39 Test Conditions: Exhaust fan on in auto Remarks: 1 2 3 4 5 6 7 8 9 10 11 12 1 1248 1148 1049 1093 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Totals: 1248 1148 1049 1093 Velocity Total: 4538 No. of Readings: 4 Average Velocity: 1134.5 FPM Remarks: For Th instry lie 01 lbw Building PRELIMINARY Traverse Test Report Project: Boeing 09 -101 Project Number: # 1944 System: EFRN4 - Dishwasher Design Cfm: 200 Actual Cfm: 219 109% Location: Dishwasher Inlet Ex. Test No.: Final Static Pressure DNA Date: 2/18/2013 Readings By: C) /DE Height: 4" Width: 16" Area: 0.39 Test Conditions: Exhaust fan on in auto Remarks: 1 2 3 4 5 6 7 8 9 10 11 12 1 572 542 525 610 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Totals: 572 542 525 610 Velocity Total: 2249 No. of Readings: 4 Average Velocity: 562.3 FPM Remarks: fo, Th instry lie 01 me, Sanding PRELIMINARY Fan Test Report Project: Boeing 09 -101 Project Number: # 1944 Readings By: CJ / DE Date: 2/13/2013 System: EFRM5 - Hood #2 Test Conditions: Exhaust fan on in auto Fan Data Motor Data Make Model Number Serial Number Fan Location Fan Services Fan Type Impeller Type Arrangement Fan Discharge Filters Motor Sheave Make Model No. & Bore Operating Diameter Fan Sheave Make Model No. & Bore No. of Belts & Size Centerline Distance Adjustment Greenheck Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. WEG E143 / 5T CUBE - 180HP - 20 - G 2 1730 13024973 1210 460 3 Roof Top 2.9 1.15 Servery - Hood #2 - - Upblast Performance Data Design Actual Backward Incline Total Cfm Fan Rpm Filter Static D Inlet Static Discharge Static Total Static Li / T1 -T2 L2 / T2 -T3 L3 / T3 -T1 Corrected F.L.A. Bhp (Approx.) 2,828 2,916 SWSI 1,525 1,523 Vertical - Up DNA DNA DNA NA -1.66 TBW NA Atmos 1VP44 7/8" 2" 1.66 0.0 T.O. AMPS -Act. VOLTS -Act TBW 2.9 480 AK49 1" 2.4 478 1 AP 26 2.4 481 7 1/4" 2.78 Mid. 1.63 1.85 Remarks: For Th instry e Of ma. enudmo PRELIMINARY Traverse Test Report Project: Boeing 09 -101 Project Number: # 1944 System: EFRM5 - Hood #2 Design Cfm: 2,828 Actual Cfm: 2,916 103% Location: Hood Exhaust Inlet Test No.: Final Static Pressure DNA Date: 2/16/2013 Readings By: CJ /DE Height: 3" Width: 144" Area: 3.00 Test Conditions: Exhaust fan on in auto Remarks: 1 2 3 4 5 6 7 8 9 10 11 12 1 823 857 992 925 1025 950 902 948. 952 1000 2 1055 1013 998 952 940 938 1134 1116 1092 940 3 1062 1095 1081 932 843 926 943 912 924 885 4 5 6 7 8 9 10 . 11 12 13 14 15 Totals: 2940 2965 3071 2809 2808 2814 2979 2976 2968 2825 Velocity Total: 29155 No. of Readings: 30 Average Velocity: 971.8 FPM Remarks: For Th instry le DI roar &Map PRELIMINARY Fan Test Report Project: Boeing 09 -101 Project Number: # 1944 Readings By: CJ / DE Date: 2/13/2013 System: EFRN5 - Hood #3 Test Conditions: Exhaust fan on in auto Fan Data Motor Data Make Model Number Serial Number Fan Location Fan Services Fan Type Impeller Type Arrangement Fan Discharge Filters Motor Sheave Make Model No. & Bore Operating Diameter Fan Sheave Make Model No. & Bore No. of Belts & Size Centerline Distance Adjustment Greenheck Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. WEG E143 / 5T CUBE - 161HP - 15 - G 1 1/2 1740 13024975 1210 460 3 Roof Top 2.2 1.15 Servery - Hood #3 - - Upblast Performance Data Design Actual Backward Incline Total Cfm Fan Rpm Filter Static D Inlet Static Discharge Static Total Static L1 / T1 -T2 L2 / T2 -T3 L3 / T3 -T1 Corrected F.L.A. Bhp (Approx.) 1,795 1,898 SWSI 1,656 1,663 Vertical - Up DNA DNA DNA NA -1.48 TBW NA Atmos. 1VP40 7/8" 2" 1.48 0.0 T.O. AMPS -Act. VOLTS -Act Browning 1.8 482 1.7 478 1 AX 21 1.8 481 5 3/8" 2.11 Mid. 1.05 1.26 Remarks: For to instry le 01 ?bar Sanding PRELIMINARY Traverse Test Report Project: Boeing 09 -101 Project Number: # 1944 System: EFRN5 - Hood #3 Design Cfm: 1,795 Actual Cfm: 1,898 106% Location: Hood Exhaust Inlet Test No.: Final Static Pressure DNA Date: 2/16/2013 Readings By: CJ /DE Height: 3" Width: 114" Area: 2.38 Test Conditions: Exhaust fan on in auto Remarks: 1 2 3 4 5 6 7 8 9 10 11 12 1 789 872 788 699 753 697 715 745 795 819 777 2 784 796 842 860 877 906 848 788 768 848 819 3 4 5 6 7 8 9 10 11 12 13 14 15 Totals: 1573 1668 1630 1559 1630 1603 1563 1533 1563 1667 1596 Velocity Total: 17585 No. of Readings: 22 Average Velocity: 799.3 FPM Remarks: For 1> instry its Ol roe, Re11ding PRELIMINARY Fan Test Report Project: Boeing 09 -101 Project Number: # 1944 Readings By: CJ / DE Date: 2/13/2013 System: EFRP5 - Pizza Oven Test Conditions: Exhaust fan on in auto Fan Data Motor Data Make Model Number Serial Number Fan Location Fan Services Fan Type Impeller Type Arrangement Fan Discharge Filters Motor Sheave Make Model No. & Bore Operating Diameter Fan Sheave Make Model No. & Bore No. of Belts & Size Centerline Distance Adjustment Greenheck Make & Frame HP & RPM Voltage & Phase F.L.A. & S.F. WEG B56 CUBE - 101HP - 5 - G 1/2 1750 13024976 1210 460 3 Roof Top 1 1.25 Pizza Oven - - Upblast Performance Data Design Actual Backward Incline Total Cfm Fan Rpm Filter Static D Inlet Static Discharge Static Total Static L1 / T1 -T2 L2 / T2 -T3 L3 / T3 -T1 Corrected F.L.A. Bhp (Approx.) 685 735 SWSI 2,396 1,870 Vertical - Up DNA DNA DNA NA -0.61 TBW NA Atmos. 1VP40 5/8" 1.5" 0.61 3.5 T.O. AMPS -Act. VOLTS -Act TBW 0.9 481 AK30 3/4" 1.0 478 1 4L210 11.0 480 5.5" 0.96 Back 0.46 . 2.24 Remarks: For Th instry la Of Your Building PRELIMINARY Traverse Test Report Project: Boeing 09 -101 Project Number: # 1944 System: EFRP5 - Pizza Oven Design Cfm: 550 Actual Cfm: 590 107% Location: Hood Exhaust Inlet Test No.: Final Static Pressure DNA Date: 2/16/2013 Readings By: CJ /DE Height: 13" Width: 45" Area: 4.02 Test Conditions: Exhaust fan on in auto Remarks: 1 2 3 4 5 6 7 8 9 10 11 12 1 130 162 142 153 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Totals: 130 162 142 153 Velocity Total: 587 No. of Readings: 4 Average Velocity: 146.8 FPM Remarks: For IA instry He Of roe, Doliding PRELIMINARY Traverse Test Report Project: Boeing 09 -101 Project Number: # 1944 System: EFRP5 - Pizza Oven Design Cfm: 135 Actual Cfm: 145 108% Location: Hood Exhaust Inlet Test No.: Final Static Pressure DNA Date: 2/16/2013 Readings By: C] /DE . Height: 10" Width: 10" Area: 0.69 Test Conditions: Exhaust fan on in auto Remarks: 1 2 3 4 5 6 7 8 9 10 11 12 1 184 210 2 210 233 3 4 5 6 7 8 9 10 11 12 13 14 15 Totals: 394 443 Velocity Total: 837 No. of Readings: 4 Average Velocity: 209.3 FPM Remarks: instry Ile Of Iber Building PRELIMINARY Pump / System: Chilled Water / Heating Water Meter: Test Conditions: HDM Readings By: CJ / DE Circuit Balance Valve Test Report Project: Boeing 09 -101 Project Number: 1944 Date: 2/18/2013 Equipment Served CBV No. Valve Make Valve Size Design Gpm Prelim'nary Readings Final Setting Final d P Final Gpm Remarks Set d P Gpm Set d P Gpm Set d P Gpm AHRM5 Cooling 1 TA 1.5" 16 AHRM5 Heating 2 TA 3/4" 3 AHRM5 Bypass 3 TA 3/4" 3 AHRM6 Cooling 4 TA 2" 63 . AHRM6 Heating 5 TA 1" 4 AHRM6 Heating 6 TA 1" 4 AHRM6 Bypass 7 TA 1" 4 AHRN5 Heating 8 TA 1 1/4" 10.8 AHRN5 Bypass 9 TA 1 1/4" 10.8 10 11 12 13 14 15 Total: 118.6 Remarks: CERTIFICATE OF COMPLETION This certificate is awarded to Tim Nickell Hudson Bay Insulation Company Seattle, Washington for the successful completion of the Morgan Thermal Ceramics FireMaster® Duct System Training Program as a qualified installer of FireMaster Grease and Air Ventilation Duct Work Systems. 1,Janctary 2012 Date Awarded CCay R. Booth Market Manager Fire Protection 1i Morgan ThermalCeramics FIR trIR 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary MECH -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project In �, pima V P Project Address Boeing Developmental Center D Date East Marginal Way South F For Building Dept. U Use Tukwila, WA 98109 Applicant Name: John Murdoch ■ - - EVIEVVEp R Applicant Address: C + Applicant Phone: 253 -657 -0868 A APPROVPD Project D Description D DEC 0 7 2012 v Includes P 0 Simple System 0 Complex System 0 Systems Analysis ' 2009 Washington State Energy Code Comp iance Forms for Nonresidential and Multifamily Residential AHRN5 MUA unit McQuay 0AH010 4500 2.00 5.00 None Roof EFRM4 Exhaust fan Greenheck Cube -180 2815 2.00 2.00 None Roof EFRN5 Exhaust Greenheck Cube -161HP 1795 2.00 1.50 None Roof EFRM5 Exhaust f an Greenheck Cube -180HP 2828 2.00 2.00 None Roof 'If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. ' COP HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). 6 Exception number from Section 1433. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary (back) MECH -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 System Description See Section 1421 for full description of Simple System qualifications. All Systems: .i No humidification? ❑ No Reheat? If Heating /Cooling or Cooling Only: a Constant vol? ❑ Split system? ❑ <= 84,000 Btuh? Economizer ❑ Air cooled? ❑ Packaged sys? ❑ <= 135,000 Btuh? ❑ Cooling Cap < =15 Btuh /ft2? ❑ Heating Cap. > 0 & < =10 Btuh /ft2? If Heating Only: ❑ <1000 cfm? ❑ <30% outside air? ❑ Heating Cap. < =10 Btuh /ft2? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. ap < =15 Heat./Cool Eq. with Cap < =10 Yes Heating Only Reference Section 1421 Yes Yes Simple System Allowed (section 1420) alifies Economizer Exception tion 1 Yes Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary MECH -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Info Project Address Boeing Developmental Center Date 11/2/2012 9725 East Marginal Way South For Building Dept. Use Tukwila, WA 98109 Applicant Name: John Murdoch Applicant Address: Applicant Phone: 253- 657 -0868 Project Description Briefly describe mechanical system type and features. ❑ Includes Plans Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option Q Simple System Q Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' Capacity2 Btu /h OSA CFM or Econo? SEER or EER IPLV3 Econmizer Option or Exceptions Heat Recovery Y/N Heating Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' Capacity2 Btu /h OSA cfm or Econo? Input Btuh Output Btuh Efficiency4 Heat Recovery Y/N Fan Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' CFM SP' HP /BHP Flow Controls Location of Service 'If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. 4 COP HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). 6 Exception number from Section 1433. • 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary (back) MECH -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 System Description See Section 1421 for full description of Simple System qualifications. All Systems: ❑ No humidification? ❑ No Reheat? If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ <= 84,000 Btuh? ❑ Economizer ❑ Air cooled? ❑ Packaged sys? ❑ <= 135,000 Btuh? ❑ Cooling Cap < =15 Btuh /ft2? ❑ Heating Cap. > 0 & < =10 Btuh /ft2? If Heating Only: ❑ <1000 cfm? ❑ <30% outside air? ❑ Heating Cap. < =10 Btuh /ft2? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Yes CSTART Heating Only Heating /Cooling or Cooling Only Reference Section 1421 ap < =15 Heat/Cool Eq. with Cap < =10 Yes , or ? Yes • Yes Yes alifies Economizer Exception tion 1 Yes f Simple System Allowed (section 1420) Yes Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical - Complex Systems Checklist MECH for Nonresidential and Multifamily Residential -COMP 2009 Washington State Energy Code Compliance Forms Revised February 2011 Project Address Boeing Developmental Center Date The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH -CHK checklist for additional requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY N.A. 1431.1 Field assem. sys. Provide calculations for total onsite energy input/output to equip. Yes 1431.2 System Sizing Indicate equipment & system sizing complies with 1431.2 Yes 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans Yes 1432.2.1 Air system reset Indicate automatic temperature reset & operation sequence M2a N.A. 1432.2.2 Hydr. Sys. reset Indicate automatic temperature reset & operation sequence N.A. 1432.3.1 Hydr. Var. Flow Indicate variable flow method for all applicable systems Yes 1432.3.X Hydronic Isolation Indicate method of isolation for all applicable systems M607 Yes 1432.4 DDC Capabilities Indicate control capabilities including demand response setpoind adj. Specs N.A. 1432.4 DDC data mgmt Indicate metering and trending capabilities. N.A. 1432.5 Pressure Reset Indicate static pressure reset for VAV systems Yes 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption. Demonstrate higher efficiency equipment if required. M2a N.A. 1433 Water Economizer Indicate water economizer and provide calculations showing compliance with 1413 if 1433 Exception 3 is utilized Yes 1434 Separate air sys. Indicate special requirement zones and indicate systems 2M462 Yes 1435 Simul. htg. & clg. Indicate method of prohibiting simultaneous heating and cooling, or state excpetion and show supporting calculations M2a N.A. 1436 Heat recovery Indicate heat recovery of all applicable systems on plans; complete and attach heat recovery calculations Yes 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency M2a N.A. 1438 Variable speed drives Indicate VS control or equivalent on schedules for all applicable equip. N.A. 1438.1 Heat Rejection Indicate heat rejection equipment types and fan types N.A. 1438.2 Hot Gas Bypass Indicate cooling equipment staging and capacity modulation abilities M.A. 1438.3 Large Volume sys Indicate multiple system rooms & indicate ventilation control Yes 1439.1 Kitchen Hoods Indicate source and conditioning of make -up air 2M462 and M316 N.A. 1439.2 Laboratory Exhaust Indicate HR, VAV, semi - conditioned makeup, or GERM calc If "no'" is circled for any question, provide explanation: Decision Flowchart (Start Here) Section 1411.1 Equipment Efficiency Shall Meet Tables 14-1A through 14-1G s /Oil Furna input > 225,000 uh or Any U eate Use flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for complete information on the requirements. Yes ny Fuel Furnac input> 225,000 Btuh? 1411.1 IID & Power Venting or Damper. If input 225,000 Btuh then 1412.6 Modulating Controls Required Yes Air System Serving Multiple Zones? Section 1411.1 0.75% Maximum Jacket Loss Yes Section 1412.8 Ventilation Controls for High - Occupancy Areas Yes Section 1431.1 Calculations of Total On -Site Energy Input & Ouput Required (continued on back) Yes i Section 1432.2.1 Supply Air Reset Controls Required Yes 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical - Complex Systems (back) MECH -COMP 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Section 1432.3.2 through 1432.3.5 Device Isolation Required Total umpHP >3H , or HP >1.5 and ontrol v Section 1432.3.1 Variable Flow Design Required dronic Syst Heated or Cooled 300,000 Btu 0 Section 1436.1 50% Effective Heat Recovery Required Section 1432.4 DDC Required With Trending and Demand Response Yes No >1,5 4 Hour Ops, er Cooled Condens tuh, & Servi OkBt Yes . ter Section 1436,3 Condenser Heat Recovery Required emo Refrigeration Condensers > 500kB Section 1436.2 Condensate Recovery Required Yes* 0 No ystem or Zone w/ Simultaneous tg. & Clg.? Section 1435 Zone Controls Must Reduce Supply Air Quantity Before Reheating/Recooling ystem o ystems servin a room have 10,000 CF PPI Section 1436.4 Refrigeration Condenser Heat Recovery Required Yes—► Section 1438.3 Controls Must Reduce Airflow When System In Not Heating or Cooling 0 0 No Section 1438 Variable Flow Devices Required otor Incl. in Eqpmt. Coved by Tbl 14 -1 A -14- 1G? Multi -speed Motor in Multi- eed system? No otal Bld•. Laboratory Exhaust > 5,000 cfm? No No DONE Section 1439.1 No Heating or Cooling for at Least 50% of Make -up Air i Yes Yes 4 ► Section 1439.2 One Required: a. Heat Recovery per 1439.2 b. 50% VAV Exhaust & Make -up c. 75% Direct Makeup w/ Tempering Only d. Combined Energy Reduction Qer > =Qmin Yes Yes* Section 1432.2.2 Water Temperature Reset Required Section 1437 Motors Must Meet Efficiencies in Table 14-4 Yes Yes • fl 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Economizer MECH -ECO 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Economizer Summary Check box(es) for exceptions being claimed. List the system /equipment that qualifies for each exception. See Section 1433 for full description of Economizer requirements. ✓ Full Air Econo: ❑ Ex 1: ❑ Ex 5: ❑ Ex 9a: ❑ Ex 2: ❑ Ex 6: ❑ Ex 9b: ❑ Ex 3: ❑ Ex 7: ❑ Ex 9c: Ex 4: Ex10: Decision Flowchart Ex 8. Use this flowchart to determine if project complies with Economizer requirements. If not, the Systems Analysis Option must be used. ( START Yes Reference Section 1433 J Full Air Economizer - Complies Group R Occ. ified Un m Table 14 -1A, =, / EER 15% Code ception 8: Unit Cap <20,000 Btuh es Yes ception •: it Cap <54,000 B it not Exterior 'ace No xception . it Cap < 33,000 Bt nit not Exterior o djacen Idg. Cap. w/o economizer <72,000 Btuh or 5%? Exception 2: Chilled Water Sys. ' er 25% over Idg Cap wo Econ —480,000 Btu or 2 ptio er Cooled Re . aterside Economize ing chiiled b Sys No 14 N xception 3 Syste Cap. <= 500 tons No Exception 4: Cooling 75% Site HR or Solar Exception 5: Special OA iltration Need ception Dehumidification with supporting rgy anal • Exception 7: Heat Pump Loop eting All Crite • No No xception 9: Dedicated Server or Eq Rm Yes Yes xc. 9a: EER & IPLV Over e Y No No xception 10: RF System Meeting All Criteria c. RAE 127 is 14- 1A/14- IP c. 9•. Water Econo ER & IPL 5 %. _ 'ode Y L...: ote C or bett cap >85,00 tu P No Does Not Comply 0 Yes Qualifies for Full Air Economizer Exception - Complies 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Electric Motors MECH -MOT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address Boeing Developmental Center Date Complete the following for all design A & B squirrel -cage, T -frame induction permanently wired polyphase motors of 1 hp or more having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). For Building Department Use Motor No. or Location HP Type (open /closed) Description of Application or Use Synch. Speed Min.Nom. Full load Efficiency ARM 5 and 1 open 1800 90 and 8696 Z.RRN6 15 and 3 open 1800 93 and 9096 AHRN5 5 open 1800 90.096 BTRM6 2 open 1800 87.096 BTRM5 2 open 1800 87.0% rams 1- 1/2 open 1800 87.0% 1800 1800 1800 1800 1800 E ii i rtRorri t€F't11- oiidiEf tieririe r''Ia).Atoit42t1SI01i : Exceptions: 1. Motors in systems designed to use more than one speed of a multi-speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14- 1A or 14 -1B) . 3. Motors that are an integral part (i.e. not easily removed and replaced) of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion - proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a less-efficient motor and there is no energy- efficient motor option). For motors claiming an exception, list motor and note which exception applies. Ope6'Pe9oto0e : : Erielo € ti€ocii Syctchrc: ars Speed rS 41 3.800 1,800 1,200 3,6,co tau 1200 Motor HP 1.0 77.0 95 • 22.5 77.0 85..5 M.5 15: 84.0 :,2,6.5 645.5 84.0 g^ 5 57.5, 2G .55.5 9^ ;.. �� .5 65.5 35.c 88.5 3,0 85.,. 89.5 88.,. Se.5 69.5 .5 50. - f c Bg = � 5 ✓�:_ �� 5 89.• 89.5 7.5 £8.5 31.0 90.2 29.3 91.7 91.0 10.0 89.5 91.7 91.7 90.2 91.7 91.0 15.0 90.2 930 91.7 91:0 92.E 91.7 24.0 91.0 93.0 92.4 91.0 93.0 91.7 25.0 91.7 93.2 93.0 91.7 93.2 Se.o 30:0 91.7 9 4.1 93.2 91.7 93.ss •6 40.0 92.4 94.1 94.1 92.4 94.1 94.1 500 93.0 34.5 94.1 93.0 94.5 94.1 50.0 938E 95.0 S4.5 93.6 95.0 94.5 75.0 93.8 95.0 94.5 93.P 95.4 95,4 1010 93.6 95.4 95.0 94.1 95.4 96.0 12.50 94 1 95.4 95.0 95.0 95.4 SE _0 150.0 94.1 .9 5.8 95.4 95.0 95.2 95.6 200.0 95.0 95.2 95.4 95.4 96.2 968 250.0 95.0 95.8 5 .4 95.8 96.2 95.. Ci 300.0 95.4 95.6 35.4 95.2 992.2 96.5. 3.5a 0 c:s 4 95.5 995:4 SE 8 96.2 95.8 40 10 95.2 9.5.5 95.5. 95.5. 96.2 95.2 450.0 95.2 952 562 55.2 96.2 95.2 500.0 95.8 962 95.2 r 55.5 36.2 55.6 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist MECH -CHK State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 2009 Washington Project Address Boeing Developmental Center (Date The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Ene gy Code. Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment Performance N.A. 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency N.A. 1411.1 Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss N.A. 1411.1 Air- cooled chiller Provide total air and water chiller capacity N.A. 1411.2.1 Water- cooled chiller Full -load and NPLV values adjusted for any non - standard conditions N.A. 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule N.A. 1411.5 Unenclosed Heat Indicate radiant heat system and occupancy controls 1412 HVAC Controls Yes 1412.1 Temperature zones Indicate locations on plans 2m462 Yes 1412.2 Deadband control Indicate 5 degree deadband minimum Specs N.A. 1412.3 Humidity control Indicate humidistat Yes 1412.4 Setback and Shutoff Indicate thermostat with 7 day program capability & required setback Specs Yes 1412.4.1 Dampers Indicate damper location, leakage rate, control type, & max. leakage Specs No 1412.4.2 Optimum Start Indicate optimum start controls N.A. 1412.5 Heat pump control Indicate heat pump therrnostant & outdoor lockout on schedule N.A. 1412.6 Combustion heating Indicate modulating or staged control Yes 1412.7 Balancing Indicate balancing features on plans 226462 N.A. 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas N.A. 1412.9 Loading Dock & Garage Ventilation Indicate enclosed loading dock & parking garage ventilation system activation and control method. N.A. 1422 Thermostat interlock Indicate thermostat interlock on plans N.A. 1432.2.1 Temperature Reset Indicate temperature reset method 1413 Air 1 Water Economizers N.A. 1412.1 Single zone systems Indicate multiple cooling stage control capability. Yes 1413.1 Air Econo Operation Indicate 100% capability on schedule N2a N.A. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb N.A. 1413.2 Wtr Econo Document Indicate max. OSA condition for design clg load & equipment performance data. N.A. 1413.3 Integrated operation Indicate capability for partial cooling N.A. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting Systems Yes 1414.1 Duct sealing Indicate duct design pressures, sealing, and testing requirements Yee 1414.1.2 Low press. duct test Indicate applicable low pressure duct systems shall be leak tested N.A. 1414.1.3 High press. duct test Indicate high pressure duct systems shall be leak tested, and identify the location of this ductwork on plans Yes 1414.2 Duct insulation Indicate R -value of insulation on duct specs 1415 Piping Systems Yes 1415.1 Piping insulation Indicate R -value of insulation on piping specs 1416 Completion Requirements Yes 1416.3.2 System Balancing Indicate air and water system balancing requirements specs specs specs specs specs Specs Yes 1416.3.3 Functional Testing Provide sequence of operations and test procedures. Yes 1416.3.4 Documentation Indicate O &M manuals, record drawings, staff training Yes 1416.3.5 Comm. Report Indicate requirements for final commissioning report Yes 1416.4 Compliance Chklist Submit to building official upon substantial completion. Yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist Continued MECH -CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address Boeing Developmental Center (Date The following ' nformation is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. No 1441 Elec. water heater Indicate R -10 insulation under tank N.L. 1442 Shut -off controls Indicate automatic shut -off of circulators or heat trace Yee 1443 Pipe Insulation Indicate R -value of insulation on piping N.A. 1444 Pump Energy Indicate method of pump energy management (Sec 1438) N.E. 1445 Heat Recovery Indicate preheat capacity as % of peak service water demand. 1460 Heated Pools N.L. 1452 Heat Pump COP Indicate minimum COP of 4.0 N.A. 1452 Heater Efficiency Indicate pod heater efficiency N.A. 1453 Pod heater controls Indicate switch and 65 degree control N.A. 1454 Pod covers Indicate vapor retardant cover N.A. 1454 Pools 90+ degrees Indicate R -12 pool cover N.A. 1455 Heat Recovery Indicate method and capacity of exhaust air temperature reduction COLD STORAGE (Sections 1460 -1465) 1460 Cold Storage Yes 1463 Evaporators Indicate motor type and speed control Yee 1464 Condensors Indicate condenser cooling type, design wb temp and control Yes 1465 Compressors Indicate design minimum condensing temp and control. If "no" is indicated for any item in Sections 1401 -1424 or 1440 -1465 , provide explanation: t'iN° fro ts- vi b Harris Group Inc. Industrial Manufacturing Business Unit Project No. 12469.00 cpS u emen-tal Structural Calculations REVIEWED FOR CODE COMPLIANCE APPROVED DEC 07 2012 Boeing Developmental Center Building 09 -101 Cafeteria) City NG Tukwila Seattle, WA for Boeing Job No.: 12254733 Contents: Professional Engineers Seal Existing member checks New roof mounted equipment anchor design Kitchen exhaust hood support ,4LES�E. p v oF. W _W l of TA 41 G 18529 r .77Ai, SSIONAL VIG ` 4 .t CORRECTION LTR# Project Manager: Steve Lusk Design Engineer: Charlie Vail Check Engineer: Date Issued: 11/28/2012 REctiwti , cIr 4Mt: OF TUKA 1)E0 `0 y 2012 PERMIT CENTER Harris Group Inc. 300 Elliott Ave. W. Suite 500 Seattle, WA 98119 (206) 494 -9400 (206) 494 -9500 FAX www.harrisgroup.com 14Al2. -ism Existing Member Checks WI HARRIS GROUP INC. TITLE: BY: cev DATE: 5/24/12 PROJECT No.: 12469.00 PROJECT: The Boeing Company Building 9 -101 Cafeteria REVISION: DATE: Page: 12469.00 equipment anchorage calculations Title (3) Existing Precast Concrete Roof Beam: Span L = 40.0 ft Trib width W = 10.0 ft Design Moment Mo = 320.0 k -ft (see EnerCalc computation) Design Live Load wu. = 25.0 psf (per original design drawings) Design LL Moment MLL = Wwu.L` /8 = 50.0 k -ft Design Crane Load p = 2.Ok @ ea end + 16.7k @ mid -span = 20.5 kips (per original design drawings) Design Crane Load Moment McL = 172.0 k -ft (see EnerCalc computation) Design Dead Load wog = beam self wt + roof deck + misc = 49.0 psf Design DL Moment MDR = WwDLL` /8 = 98.0 k -ft replace crane capacity with equivalent dead load capacity: MCA = wey„WL18 Equivalent Crane Load Capacity = weQ„ = 86.0 psf Existing Precaste Roof Panel: (estimated) Span L = 10.0 ft Trib width W = 4.0 ft Design Moment Mo = 8.4 ;k -ft (see EnerCalc computation) Design Live Load WLL = 25.0 psf (per original design drawings) Dead Load wDL = 25.0 psf = panel wt + roofing + M &E 18psf + 7psf (estimated) Design LL Moment Mu. = Wwu.L` /8 = 1.3 k -ft Design DL Moment MDR = WwLDL` /8 = 1.3 k -ft Design Moment = MD = 2.5 k -ft Excess Moment Capacity = ME = MO -MD = 5.9 k -ft = wel,W L` /8 Equivalent Excess Load Capacity = wegv = 118.0 psf HVAC equivalent weights - see equipment data Unit Wt Area PSF AHRN5 2850 Ibs 63 sq -ft 45.2 psf AHRM5 4400 Ibs 100 sq -ft 44.0 psf AHRM6 8900 Ibs 188 sq -ft 47.3 psf controling HVAC load = wDL = 47.3 psf By inspection: new HVAC unit wDL < weq„ Precast Roof Panel - OK < wegy Precast Roof Beam P1 - OK By Inspection roof girder and columns - OK TITLE: Existing Member Load Check BY: cev DATE: 5/24/12 PROJECT No.: 12469.00 PROJECT: HARRIS GROUP INC. The Boeing Company Building 9 -101 Cafeteria REVISION: 1 DATE: 10/26/12 Page: 12469.00 equipment anchorage calculations (E) Roof Beam Check General Beam Analysis Lic. # : KW- 06003100 Description : Check P1 - max roof beam moment - design loads (revised) General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 40.0 ft Fde: U:112469.0018200 Chet Struc3225 Calcs\12489.00 boeing bldg 9-101 cafeteria.ec8 ENERCALC, INC. 1983-2012, Build 8.12.9.28, Ver.6.12.9.26 Licensee : the harris group Area = 252.0 in^2 Moment of Inertia = 10,000.0 inA4 Applied Loads Service Toads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0250 ksf, Tributary Width = 10.0 ft, (precast roof panel + M &E assumed) Point Load : D = 2.0 k @ 2.50 ft, (crane Ioad) Point Load : D = 16.70 k @ 20.0 ft, (crane load) Point Load : D = 2.0 k @ 37.50 ft, (crane load) Uniform Load : D = 0.240 k/ft, Tributary Width = 1.0 ft, (self weight) �tt� et- ,~+'t'�oN�et{ r Uniform Load : L = 0.0250 ksf, Tributary Width =10.0 if (roof live load) t(T DESIGN SUMMARY ` 1501,z>, ct+ Qaw..9.r+4‘ VecitkeV7 4cu Maximum Bending = Load Combination + Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection 320.000 k -ft Maximum Shear = - 25.150 k �+ +H Load Combination +D+L +H 20.000ft Location of maximum on span 0.000 ft Span # 1 Span 4 where maximum occurs Span # 1 0.050 in 0.000 in 0.288 in 0.000 in Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Summary of Moment Values Summary of Shear Values Mmax + Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsg n. L = 40.00 ft 1 +D Dsgn. L = 40.00 ft 1 +D +L +H Dsgn. L = 40.00 ft 1 +D+0.750Lr+0.750L+H Dsgn. L = 40.00 ft 1 +D+0.750L+0.750S +H Dsgn. L = 40.00 ft 1 +D+0.750Lr+0.750L+0.750W +H Dsgn. L = 40.00 ft 1 +D+0.750L+0.750S+0.750W +H Dsgn. L = 40.00 ft 1 +D+0.750Lr +0.750L+0.5250E +H Dsgn. L = 40.00 ft 1 +0+0.750L+0.750S+0.5250E +H Dsgn. L = 40.00 ft 1 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. ' -' Defl 320.00 270.00 320.00 307.50 307.50 307.50 307.50 307.50 307.50 320.00 270.00 320.00 307.50 307.50 307.50 307.50 307.50 307.50 25.15 20.15 25.15 23.90 23.90 23.90 23.90 23.90 23.90 Location in Span Load Combination Max. ' +' Defl Location in Span D +L 1 0.2878 Vertical Reactions - Unfactored Load Combination Support 1 Support 2 20.200 0.0000 0.000 Support notation : Far left is #1 Values in KIPS Overall MAXimum D Only L Only D +L 25.150 20.150 5.000 25.150 25.150 20.150 5.000 25.150 General Beam Analysis Lic. # : KW- 06003100 Description : Check P1 - max roof beam moment - live loads General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 40.0 ft File: U:\12469.0018200 Gull Struc18225 Caics112469.00 booing bldg 9-101 cafeteriaec6 ENERCALC, INC. 1983-2012, Build:8.12.928, Ver..6.12.928 Licensee : the harris group Area = 252.0 in^2 Moment of Inertia = 10,000.0 inA4 L(0.25) Applied Loads Uniform Load : L = 0.0250 ksf, DESIGN SUMMARY Maximum Bending = Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Maximum Forces & Stresses for Load Combinations Max Stress Ratios Segment Length Span # M V Mmax + pan • 1 1 Service loads entered. Load Factors will be applied for calculations. Tributary Width = 10.0 ft, (design loads) 50.000 k -ft +D +L +H 20.000ft Span # 1 0.050 in 0.000 in 0.050 in 0.000 in Load Combination c act* -IA _ 9r61 LI- tr ou r. r ` Maximum Shear = Load Combination Location of maximum on span Span # where maximum occurs 5.0 k +D+L +H 0.000 ft Span # 1 Summary of Moment Values Summary of Shear Values Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn. L = 40.00 ft 1 +D +L +H Dsgn. L = 40.00 ft 1 +D+0.750Lr+0.750L +H Dsgn. L = 40.00 ft 1 +D+0.750L+0.750S+H Dsgn. L = 40.00 ft 1 +0+0.750Lr+0.750L+0.750W +H Dsgn. L = 40.00 ft 1 +D+0.750L+0.750S+0.750W+H Dsgn. L = 40.00 ft 1 +D+0.750Lr+0.750L+0.5250E +H Dsgn. L = 40.00 ft 1 +D+0.750L+0.750S+0.5250E +H Dsgn. L = 40.00 ft 1 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. ' -' Deft 50.00 50.00 37.50 37.50 37.50 37.50 37.50 37.50 50.00 50.00 37.50 37.50 37.50 37.50 37.50 37.50 5.00 5.00 3.75 3.75 3.75 3.75 3.75 3.75 Location in Span Load Combination Max. ' +' Defl Location in Span D+L 1 0.0501 Vertical Reactions - Unfactored Load Combination Support 1 Support 2 20.200 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Overall MAXimum L Only D +L 5.000 5.000 5.000 5.000 5.000 5.000 General Beam Analysis Lic. # : KW- 06003100 Description : Check P1 - max roof beam moment - crane load General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 40.0 ft D(2) Fite: 0:112489.0018200 Civil Stnx:18225 Calcs\12469.00 toeing bldg 9.101 cateteria.ec 6 ENERCALC, INC. 1983.2012, Bulkt6.12.9.26, Vec8.12.92e Licensee : the harris group Applied Loads Load(s) for Span Number 1 Point Load : D = 2.0 k (0 2.50 ft, (crane load) Point Load : D = 16.70 k @ 20.0 ft, (crane load) Point Load : D = 2.0 k @ 37.50 ft, (crane load) DESIGN SUMMARY Maximum Bending = Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Area = 252.0 inA2 Moment of Inertia = 10,000.0 iO4 D(16.7 Span =4.Oft D(2) Service loads entered. Load Factors will be applied for calculations. 172.000 k- +D 20.000ft Span # 1 0.000 in 0.000 in 0.140 in 0.000 in Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Mmax + .0g.t4t,,r4-L Vzst4 -t+ Ca.aue; Lvav Wfo•- “*Aa-r Maximum Shear = Load Combination Location of maximum on span Span # where maximum occurs 10.350 k +D 0.000 ft Span # 1 Summary of Moment Values Summary of Shear Values Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn. L = 40.00 ft 1 +0 Dsgn. L = 40.00 ft 1 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. '= Defl 172.00 172.00 172.00 172.00 10.35 10.35 Location in Span Load Combination Max. ' +' Defl Location in Span D Only 1 0.1397 Vertical Reactions - Unfactored Load Combination Support 1 Support 2 20.200 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Overall MAXimum 10.350 10.350 D Only 10.350 10.350 0 CD 0 m J • .4 1 �- 4 s P/. L I/a a •/a Q Q R Q O ® 1 [:o e...„„ A 7 0. .s PtaiS9• Ptac �_ P3 / I 44' J i 4 J c• ti 41 er - 4 - 9 v, • 4 41 r, 4• L0 .0 3 J 41 - 41 - - I d 41 41 cl �T .1 < 4•: -}i - JAL- ---t-� /5 - 0 0 0 0 3 • 0 •1 • S 9.20 • 49I • 160'-0 0 0 4' OC`I c_ PL6 of P/a E ---5 / r -----Vi V 41 41 F 4-n • P / .L c M1 V 41 4 4 411 t J J J O 6i=4 44 A 3 9 4 w J 01 4 a p � y ah 1 4' •� -- 4.1 V r L1 ----- 5 I: ••` P /aa /a 1■ I a. a N,�_p P/4 a4 _ 0 P1� • P/a f� PI -• 4 016 .44 PIa P/6 •s 4• 4fQ 6.14 �� 4p C V A 6./<- 4// roof ce•n,s 2,e P/ /000 2Merwi.e m2,E � tree/ Pia, 2244 42 .,114 ; in.er /. u &4.• ! i.c q 4 e6/ •: 0:04. t:a /4"42y ''4 tr_ =6 (µ6N,1 L./.• 0.22 • tsa / kv °P 6!_n L__vid 2.2 .4/, ••■••',ay.'no•' `Iar P.ec- t2G ;rot, �T- ,o.d t� m9•• • •1 nwT4 •, .n3 O1 th n .r h v.eeaa 1L,12,4 'J m• a m i <r i !I• 2.t48N48 O42224./4 24311 2hat/..W Nem3aj_ SA=a /.yn C/. C2.04 C3i•A3441.41 4 C3. CG /0 /•C2 C4T• :414 :5, -43 RI, CY /01 -4/1 C9T•.C434.`.., 13 101.4 /t C41, C 54 Net 101 -4,2 P/, Pt /oI. C /!. 44444.45.. C /G•4291n4/. 101 -CG 486 1..1. 10/. C/6 C3O- C26Au. ;6 /•C7 2060 /1/0 Dos! /f •m,nq /4 0..lond 4 dew/ /wo' •4•• • /,.. lo.dol is s' - 6.s a4•.. /..di%.• d/.5n..s., ...•......... <...•.aw ..« host 4•..4wyo•wJ..w•u414 4,.X442 N07G0 A Conc..-.04 44.11 A.,. 14. .0 /bwy adw..h COm a -..r >, •a S /re•t /6 of 28.22,2 1.622 • Pe, •me nabj £.,4P...../ Cox - Joao /4u /sq. -n P,04.4/ 4onuere {'2.2/.....:2/242,/- 2.400 44/45 4n , 46-041,%. 9480 44..8,028 • 2442 /6. .,"4# in t• A// ro/,A-o✓"y 2180/ o/Aorwlse Ma.,.., 0121/ 88 /i.ien msd /i!e 9r-d2 4//1.1 4/08/ dele,....d .n 26e6rden0e w. %A 257• SPecirc2 22Un 3O5. The 21.1/22.:,9 wOrf%ny . /re22. 2,e .•ed' Ten tier • ; . 00 00.0 /4e,' 44.11, Como -a »bwr ! • i4, 040 14o /e4.in. 043 ie•.: /• 5/001 0,2/ be 22 shown .n /ha r,4aci.t u • • 5P /ices 41, .n! L..9 die/ wroe ••98.•84 •n•/1 /•4 2,1 6., ‘14/98/No-0 642 no/ loss /M4 /4 ,••e.. fa••02 .A+ now, ./roin9. -cin, erarl, 0., 40no47 me 0.e2.414■42 eM /1 6e F 46401.44 "44 •//4 Me 4C. 2.2o 1,5/ 00411 a /A.••••■• neled 0 I- roe rod ski! D.r ds S.. D.•y /0/-C432 2a s• !v /• no /uw•.6.,ad•' Pea..41 lnp/ ., r.. /11/ 433414 BLDG. NO. 9-101 AUSTIN ASSOCIATES - ;u ROOF FRAI.VNGPLAN.. s . , :-.-.r OEIN.G AIRPLANE - - COMPANY .__ -5•13°71) •5. pd -p..4• .... a ..Ise•° ..4 SCALE k` -•:a 42 DEVELOPMENTAL CENTER, SEATTLE 101-CI �:I 0 evlseee of pave eAT,.. 2 A ep =o-. too i■• • 4 • Stele/ mdlne /mks, NIA 0-leye -(11.7 .epb•oh• A...1w Oty ) cl 9 ?I ) scoto- I •en f:= • 1-- t . 7__ _ 14 . .f. • 5i: - . 1.10.4—.4 - — - I — — -it_ • k tev1-11",;ct ... il„ i-- See 044 !' I. 4 I • • ▪ LE 17- —I 1„ *4=9°' fr 64, • SEIPi<9 BIS rnua Grev../4/1 'Arne I If AI•veiyAl .44,4 Oeee • •• 1. 1 1 ■=';'."‹ I 1=1 11! i ■ . A,H.-._ L L sc_ 4 i — — teci.,- -cif • - • 7.--4.1% ,.... . .. . 1.,:f 2 1 .--- -_-_-_. . 7.7.--, tta.......,...... _i 11 -1-7:77:9- __==gc--,,. 4.14.7.1 1.[..11- I 11 2-- • g.-.. ,11.: - ". - • j•-r-0 ocabe ob./ .4,, Pone Amy•• , 11' Y4•4 $9,0" {eye .. (Slay title eppe,t, bond —4- • •••• • -4 411 ears G..'. TYPICAL. SECTION GIRDER • 1 1. • A 1 I -1411\ ::•11'''''. ..i. -z 1 t; H ,.._. ---1 -4 --m Pen. //oneMe 4 eeenere I 44-'114 Ate &it Or 1 LJ .41 - M 2_—_:— •., --- C72 cm --1 0.o*. peothy, • 411. . /-c>1. •-• 6.S IlesA ' '',. DETAI L *I & SECTION./ • r 157 i F....,11-14"-Az,"-r .i-74::;•.t7..- ...i.., y • r - - -- . I Ai le Aen,ree 4,/Olga._,.L. 1 ' it.,,....1.9.3 iji:". ---I ,... .. -.4.12 . - '• 't. ' . ! 1 kvi • ■ AgoorfoeNANAme , • - — SECTION' -ezT SECTION - HO-42 :=71 • I-1– 4d21 , -4-C22 I PL AN - 1200P PANEI_5. 14*.*: • ••• 4I rot: PLAN TYPICAL PANEL OPENING ]Et ro; .c Cat 4 6...dee 1,11 ee 1e,4" 1 fee A.,44.eie maw el:rown v.t/Aceo..3 ore • ler It Pane/. only 6 C44 (644'4.- 1 Rae! I..t • 15 0.3. G ENEQ4L 'VOTES _________..........— . -. 1 Roof aecI,itne eholt be fisrbe *4 awropole • au- 0-./- .V. •••.e 6,e 1 44. A...Se-et.. ,one %,,‘ • /101/41. Comp •••••■5•11. 4000. ..-.......--,- 1..„ P • 1 161 1'8 dap. '....-'7.-4.2' ."" 5 /Tem, 1/../ .5401, d••• d../....n.e /•11. g•••••• 01 - - 7---711. -1- - A •• ••••••A ...C., •... worded weer fa Ipve pee per 4-45- 4- SOS . 1),,aco/ -4_1E1 -if 4 .1. -1 S. DarTer Ore3. /0/ -C/ fee .204,FileerLev 1'4 - elo1r Fee, -=1 • ormg, ..;::•It%.;:;;;;" &G. c ••• 4. et' A0.' • 01.7..4111 -46 rce .Qoel PRA, t`r.:74:7,";„ ; " s000 • t . s ifj1/4.. kf•SieeetA CIA.. Wpm. On, SZCTIOA/ BLDG. NQ 9-101 " raiiikURME.Effal t are _ .'"!""," AUSTIN ASSOCIATES F.A..A Mr DECK PLA N • .b • VELITL.e.... • 4.13.7bbnlail • A .11.11111.11 . HATA =•••' NEMO AIRPIANE CONRAN Y _ ■■••77127.AA ••••■• ,•' • scALz„Er,.. VELOP MEN TA L CENTER, SEATTLE 101-C2I qt 141 PI a pc, P/ a, a P1 Q„ s) ., -1I IhbLJ C.) t ►_. ►= iJ17•ds Waag,,4 ;Ql .M. '/ 1 • IA; rrr, L,L.= /0 A 25= 250*/i _ Root' / eem Live Load Go =o /0=0 /0:00., /o =o ,Pool' L.L,= /o,o" Cr rl e Load; /. O o /lr,.Q o !.4 70I. / /.o" /o.o" ?c,ok /0 .011 / /•a hoc f ai rcder Give L o a d j. Poo Fe4,",? /V i2S /$AJ �.grJN /l'IernrSer devilned for above /oa.,// -,9 Jr norr»v/ w;rA /h3 Sir CS' r D"h er 1,.14 />19 _ 4'1V rlor fo Crecc ai aif?o ve 5i/ ,/// ? /turner. rc, /0.0 J /0:044 (1 (t _1 Ct /0.0K /o.o" /0.046 /0,0.6 Cud. vP.4 TO \l ;z- 5 LOA 0/NG Roof framinq /5 designed for dead /oaa' phis a hvc load of 26 /6s /sq fi ' k. 5'ee atove /o &ding d�oc�rerr, >. RCO G L O PN D C q PA c t 1- =m W 4 s 4.3 T I L. gb To A 0 0 Ado - 1 -•o$AL CNG0.€;t 200c• goat Q -iol rlrR tic-To aAL1/ Pg. i A De, di 7- 4c4 �i . , - -4o -r 9 DC C> 0_ 1-4 C •4- 6 zwek AL A /4756 Cor7cre /e. s ho // hare /4e fo /4);4//n9 U /fima/a C -f: ssi �e �1`rer7 'M .a/ 28 days 'unless other ev/se r>oled L/9h f weight - Q000 /f /59.//2 /pro ca sf concrer'Q e roofpaursfrips - Scoo /&0q. in, Poured /1) , /d CC concrar fe 4. 3000 /6 s. % 9 in, A// r-c/i7/vrci/1q 5 71ec/ b /hcr14/I9 , 5/rn ,, 9114// be ir7rcr- rnadi :/e grade b/ / /,/ 5/er/ deforr»c d i., •Qccor0/417CC w/fh ;4 5T/4 3,hocifica7‘10,7 305. • The fo / /owing woriir,9 57'i -eases ar ' used.' "ren5ion z 20,000 Ms/ sq.in. Compression is /6, oo /bs /sq. /'. Nigh 1cn5i /C 57'ae/ spa // be v5 5Aown in MI s ecir.ca - f.ons. 3- Splices in reinforcing 5fee/ where regwreci sra // /eo ' 4 bar d417r»0f0r5P hal not /css Mon /V •.ncr,cs. CotIcrafe cover of reimebrci g fifes /, bending ar,u' de /ailing 5#4a7// be in accordance with /he AC; Coo* 195/ un/e59 ofherw)se nolzed, 4--For roof s /o6 Detoi /s See .2714/q /0%C21, C2 Z Co%s not Ne./476erad ore pourei ire /Qce See /0 /- C 3 C30 4te'. e _4( Code 11,3 .24.4 e. _ • di , =11.7 0 040 44,1•00 - 4 flay G -4. 14 Inge* et ell, • 12/0 0 fe/obeeeee //tom,' —_—!....f. _4 _. 4 1 --5cev-a P./1/1 rvire hrus/. Ifi•rriV044 44 irneolA • -"PL.- 14..:-.14 - Srn.o/A -.9.1 1 j i I • ''' al _,_ . -----e / 4 1 , • -=11- 'ff,- ...ea./4 ta ato I ! 1 NI. 1 1 ... 1,4 .„. ....:., . 4 "c/gor \t I i 4 ... - • .1. 4 rads /Jr c.hlere a i a r 7G ci mr W.,re (949 1 • .1.- -1.- _ t.4 .... Win i a ti L..„,14-_/2• 0. Tx of 01.7 14c ( PG -.) .i .J! 0; chvn fir -61 ■rt.A 0 t*.zo"'. '—' ''' ifiaer%lf::..i.'/41.•,/, /nue/ /0/.0.0. - - -4- • .4 -*4.1/ e sleeve r t /200P Ez&4/,-7 P/ - 57G REQ. A g F/a EQ. ralt!'• ea 6* "&a.45.1 • I e tj /f ott , 7S i4 cr 6/e A/,,Kw # cable 44 4 21 1 4* si it c441* 4 1 Is 6o/f.n 6,,en . . —3•7-1 r.f.h ...,- ,..byttnm. 00 . 2 CI.th e/tre toe . • EA/61 PI Pf/NFORC/4/q :•••• t-- &s4 it Same for Pha. • TYP/CAL CT/ ON ic•lo . 14 -.'o A wkeli rg1. Ts' 7) • — 'rem iica of cena 7\ -DT c.77-cc) • t 7 i/t/ loop - $24,c047 e \) NoTE5 1- Ail ,o$ f - cn s/on cah /e s 710 he prass0rc greed. ?• Concrefc fo have SP) 0174/rnafe con7prc5five sfrcnr‘ei or G000 aiYag ,/ /he o,d of Ed days. A41 /a1 9100/ 74o hc 47/armed/So grado bi / /o/ 9/cal deformed in dccordaricc wi /h A. S. T. M, 5pc•c; A 30 4nd wi4h a work /n9 srgrorn9y‘h of 2DoOc /hs /sq. in. i- P,-c - cnsioned high fens//e s7'r011•f 5% .7// hove a mi/?/"• r»vr» v/fir»aSc �crrs� /c eb- ngfh of 2450,000 /hs l,q. 41- Post‘. 11en5/6 wire 5h.a // 174ve a rnihir»vi» 017' /3rld140 stn sde fire/1974A of 2 3 G, 000 /6s. /sq. in, 5.. Ten stoning /ogds shown on drawing 4 r /Yew/ design /o ads, G- D/men v ions shown here are ,}na/ do s igr) /csng ff� 4 o //o w4hce 51741/ be made for shri37417e S 1/-f; • sAorron/rtg ciao it pre s‘ress. • Concrete Beam Lic. # : KW- 06003100 Is erslcvairrDocurrrentsVobs112469 .00 Boeing Ng 9-101 CateteriaCCal 8 \12469.00 boeing bldg 9-101 cafeteria.ec8 ENERCALC, INC. 1983-2011, Bui d:8.12.01.12, Ver.8.12.01.12 Licensee : the harris group Description : check equivalent roof beam (4' wide) Material Properties f'c 1rz . = 4.0 ksi Phi Values Flexure : 0.90 fr. = f'c 7.50 = 474.34 psi Shear : 0.750 yI Density = 110.0 pcf a 1 = 0.850 X, LtWt Factor = 1.0 Elastic Modulus = 3,122.0 ksi Fy - Stirrups 40.0 ksi fy Main Rebar = 60.0 ksi E - Stirrups = 29,000.0 ksi. E - Main Rebar = 29,000.0 ksi Stirrup Bar Size # = # 3 Number of Resisting Legs Per Stirrup = 2 Load Combination 2006 IBC & ASCE 7 -05 Calculations per ACI 318-08, IBC 2009, CBC 2010, ASCE 7 -05 0 L. = too �—` D(0.4)Lr(0.1) �` L L, = 2S' . . 6 "wx6 "h Span =10.0 ft Cross Section & Reinforcing Details _ Trapezoidal Section, TopWiidth = 6.0 in, Bottom Width = 4.0 in, Height = 6.0 in Span #1 Reinforcing.... 2 - #4 at 0.750 in from Bottom, from 0.0 to 10.0 ft in this span Applied Loads Service Toads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load : D = 0.10, Lr = 0.0250 ksf, Tributary Width = 4.0 ft, (roof load) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span Mu : Applied -- Mn • Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs Vertical Reactions - Unfactored Load Combination Support 1 0.956: 1 Typical Section 8.0k -ft 8.367 k -ft +1.20D+1.60Lr+0.50L 5.000ft Span # 1 Support 2 Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Support notation : Far left is 01 Design OK 0.133 in Ratio = 0.000 in Ratio = 0.655 in Ratio = 0.000 in Ratio = 904 0 <360 183 999 <180 Overall MAXimum D Only Lr Only D +Lr 2.500 2.000 0.500 2.500 2.500 2.000 0.500 2.500 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. ' -' Deft Location in Span Load Combination Max. ' +' Deli Location in Span D +Lr 1 0.6551 4.900 i ti.g 4g-r t��o t2.Atr- :1_ C�ivpo�r rrr 0.0000 0.000 iCC fx;C. -- P t A . L J - - L . k s t- (2c)CO -n-`E ) • • Concrete Beam Lic. # : KW- 06003100 Description : B2 6.1 4.1 24 BEAM. .6 check equivalent roof beam (4' wide) Iserslcvaif \DocumentsUobs112469.00 Boeing &dg 9.101 Cateteda\Ca1cs1 12468.00 boeing bldg 9-101 cafeterfa.ec6 ENERCALC, INC. 1983-2011, Build:6.12.01.12, Ver.6.12.e1.12 Licensee : the harris group 0.90 1.98 230 3.90 4.98 5.98 6.98 Distance (ft) t .1 400 • +1 201)+0.S61,+1 601+1.600 • +1100+1 601.+0 Set • +1 200+1.006.+D.SOW 61 +1 260•0 101•4.0.10L.1.60W 7.98 8.90 9.98 33 1.6 1L: BEAM-6.• •l5 -33 0.1e 1.98 2.98 3.98 •38 5.98 638 Distance (ft) • .1 400 IN +1.200+0 101•+1 601+1.6014 • +1.200+1.601•+0 SOL • +1 200 +1.601.4.0 OOM • +1 200•0.106•+0.SOL+1.60W 7.98 9.98 I BEAM -6a itga6 -0.17 1 l ,G -033 -050 -0.67 • 0.70 170 2.70 3.70 470. Distance (ft) • DO•y • 0+1. • DO•y • l•O•y • 0•1. 5.70 6.70 7.70 870 970 4=0 Grout a// , joi '2ts type 7�' -1=058 f -O" T ./cal width / L iqh t wei5A/ Rood' Deck 44 4-0= 0" Girder spacinrq 4,- O" Z = O eeDe /ai /I 'Pg. /de of-poor scrip Ok 1I Oa r5 TYPICAL SECTION TI-4RU GIRDER SCALE . 1" + I'- On 1 4ja:asoici> tik 1'Z I 4, 4;.9.- 4'8%8 Mesh DETAIL 'I" SCALE: 3" . 1' - 0" A Roof Mounted Equipment Anchorage TITLE: BY: cev DATE: 5/24/12 PROJECT No.: 12469.00 PROJECT: HARRIS GROUP INC. The Boeing Company Building 9 -101 Cafeteria REVISION: DATE: Page: 12469.00 equipment anchorage calculations Title (9) el Equipment Data lial HARRIS GROUP INC. TITLE: BY: Cev DATE: 5/24/12 PROJECT No.: 124569.00 PROJECT: The Boeing Company Building 9 -101 Cafeteria REVISION: DATE: Page: 12469.00 equipment anchorage calculations Title (6) 12469.00 equipment anchorage calculations Equip Data tn y 1E- 2 v 0 m 0 m ma 4uewdlnb3 0 z a° N N so 0 0 :TIN 1O3r01id Designation Roof Mounted Equipment Data Width Length Height Weight Weight Avg. (in) (in) (in) (Ibs) x 1.1 (psf) (Ibs) a Curb c. g. c.g' Height + curb °Cs (in) (in) (in) Vs (Ibs) OTM OTM Res'tg `Net T /curb B /curb Mom OTM (ft-Ibs) (ft-Ibs) (ft -Ibs) (ft-Ibs) Refrigeration Unit AHRN5 AHRM5 AHRM6 40.0 72.0 36.0 1040 1144 57.2 18.0 6.0 24.0 0.486 556 834 1112 1381 -269 64.0 142.0 44.0 2850 3135 49.7 22.0 16.0 38.0 0.506 1587 2910 5027 6057 -1031 58.0 248.0 40.0 4400 4840 48.5 20.0 16.0 36.0 0.506 2451 4084 7352 8475 -1123 86.0 316.0 66.0 8900 9790 51.9 33.0 16.0 49.0 0.506 4957 13632 20241 25418 -5177 Notes: a) estimated b) Seismic Coefficient c) Negative OTM indicates no uplift By Inspection: No or minimal overturning. Therefore use minimum anchorage per manufacturer's recommendations. - AHU Vender Anchorage Calculations IWI HARRIS GROUP INC. TITLE: BY: cev DATE: 11/28/12 PROJECT No.: 12469.00 PROJECT: The Boeing Company Building 9 -101 Cafeteria REVISION: DATE: Page: 12469.00 equipment anchorage calculations Title (11) NOTES Supply fan performance is certified in accordance with the Central Station Air - Handling Unit Certification Program, which is based on ARI Standard 430. As a standalone component, unit meets or exceeds requirements of ASHRAE 90.1 - 2007. The approving authority is responsible for compliance of multi- component building systems. Piping vestibule shipping section length(s) not included in the total unit shipping section length. Vestibules are not listed as separate sections, although vestibule weight is included in the total unit weight. SHIPPING SECTION DETAILS Length (inches) Weight (lb) Section 1 78 1201 Section 2 64 1167 TOTALS 142.00 (Lower level total) 2556 (Entire unit weight) UNIT SOUND Radiated Unit discharge Unit return 63 Hz 125 Hz 250 Hz 500 Hz 1000 Hz 2000 Hz 4000 Hz 8000 Hz 77 79 73 69 60 51 35 26 85 87 85 86 80 74 70 62 84 86 84 85 79 73 69 61 LTG CAJ� -1T VO4- w64(..., l ` \t om -r -o-r, LOr 255 x1,t = 2StZ Z11yO(So5 r AHRN5 © McQuay International 2012 www.daikinmcquay.com Drawing for AHRN5 A B C D Opening Damper Hot water outlet Hot water inlet Supply outlet X Y Z W(Width) H(Height) 0.00 2.00 16.00 60.00 18.00 58.57 -7.00 36.31 2.50ins. MPS 58.57 -7.00 12.66 2.50ins. MPS 124.00 2.00 6.00 60.00 16.00 Dimensions measured from E t42. v. 1a 14- = fo j 19.0 = 4'�s w-r 2`8 ;4‘te5 O (0 A D Jy C O 24.0 0 7 f3 n 0 (V t?d n J r--- - - - - -- — -, 19.0 D NOTE: NOTE: NOTE: VIEW: DRAWN: JOB NAME: UNIT TAGGING: MODEL: 78.0 L r 24.2.0 64.0 Curb Ready Base 6.00ins deep, Lifting Lugs extend 4ins on each side of the unit. Opening dimensions shown are for unit only, Field fitting of hoods are required. General Arrangement No Ends August -01 -2012 (22:34) Boeing 9 -101 2nd Floor Cafeter AHRN5 OAH010GHAC refer to curb drawing for duct opening dimensions. /Y x_ AHRN5 © McQuay International 2012 www.daikinmcquay.com THYBAR CORPORATION 913 S. Kay Avenue Addison, IL 60101 800 -666 -CURB (2872) Fax: 630 - 543 -5309 w ww.t; ryhar.corn Member of Seismic /85 MPH Wind Load Calculations for a . McQuay OAH010GHAC (AHRN5) on a Thybar Uninsulated TC -5 Roofcurb in Tukwila WA 98108 Boeing 9 -101 Cafeteria This document contains proprietary information from Thybar Corporation. Its contents may not be used for any other project or location other than the projector location for which it was created without the prior written permission of Thybar Corporation. 8/2/2012 Unit: McQuay OAH010GHAC (AHRN5) Location: Tukwila WA 98108 Curb: Uninsulated TC -5 Governing Code: IBC2009 SDC: D Design Wind Speed: 85 MPH Boeing 9 -101 Cafeteria A 16 inch high Thybar Uninsulated TC -5 curb of 14 gage galvanized side wall construction will meet the IBC2009 requirements for installing McQuay OAH010GHAC (AHRN5) units in Tukwila WA 98108 when manufactured with stiffeners installed 58 inches max OC and installed according to the attached drawings. The units must be attached to the Thybar curb using restraint brackets. Bracket quantity is determined in the calculations and is summarized as follows: Minimum bracket quantity: 4 The Thybar curb must be attached to the building structure using welds or bolts at the curb base flanges. Flange connection minimum bolt quantity is determined in the calculations and is summarized as follows: Total connection minimum quantity: 8 Summary 1 Load Caks Thybar Corporation ThybarTC5 McQuayOAH TukwilaWA I8C2009 2 8/2/2012 General Location Tukwila WA 98108 Applicable Building Code IBC2009 Seismic Design Category (SDC) D Unit Manufacturer McQuay Unit Model OAH010GHAC (AHRNS) Length (in) 142.00 Equip Width (in) 64.00 Height (in) 44.0 Weight (lb) 2,559 CO., (in) 74.04 CG„ (in) 38.40 Curb Type Uninsulated TC-5 Curb Length (in) 132.50 Curb Width (in) 54.50 Curb Height (in) 16 Thickness (pa) 14 Stiffener max OC spacing (in) 58 F„, (psi) 30,000 E (psi) 30,000,000 Thickness (In) 0.0747 u 0.3 I (in) 16.0 IPA M 214 bA 776 k, 4.0 k, 1.0 F. (psi) 180 Snow Importance, I 1.0 Snow Load, pr (Ib) 0 Curb Horizontal Design Load, max(Wind, .7'Seismic) F (Ib) = 1,438 0.4'Fr = F, (psi) 12,000 0.6'F,, = F, (psi) 18,000 Wind Load (85mph) Fw (Ib) = 1,438 Exposure Ca C Rooftop height ft = 25 Velocity Pressure coefficient Kz = 0.94 Topography factor Kzt = 1.00 MO Directionality factor Kd = 0.9 Wind Speed V = ilmportance 85 factor tw = 1.00 gz = 15.65 Gust Effect factor G = 0.65 'Force coeff Cf = 1.31 Fe = 777 Fe ,,m, = 4,144 Fe ,, = 777 Sos = 1.012 So, = 0.524 no = • 1.00 Sefemk b = 1.00 Rp = 8.00 z /h= 1.0 Ss( %ofg)= 151.90 S, (% of g) = 52.40 Site Coefficient F. = 1.00 Site Coefficient F, = 1.50 Sae Soil Classification = D Seismic Upward Force (lb), F cat = 517,94 ex (In) 3.04 Curb Load ey (in) 6.4 ax+ 1.128 Distribution Factaro ax- 0.872 ay. 0.600 ay- 0.400 Curb LOS* C,,,,, (inn) 13.1 Cm:, (I in) 6.73 Sheer Wall Factor a, 0.564 R Unit shear, v (I13/in) 14.887 S • Curb Lona Unit Overturning, Cu (tbrm) 4.6 u a Dimension Unit Uplift, T (Ib) -775 P o P t Curb Overarming. Cc (lann) 26.2 Curb Comer Uplift. Tc (fin) -5.48 o I r o Shear Wall Factor a, 0.600 t n Unit shear, v (1b/in) 6.512 s Curb shun Unit Overturning, Cu (1b/in) 2.089 Dimension Unit Uplift, T (Ib) - 758.576 Curb Overarming, Cc (Ibon) 4.718 Curb Comer Uplift, Tc (IhMn) - 13.919 Max Shear (fin) 11,2 Shear f, (psi) 149 Curb Verification f " 0.01 < 1.0, OK Max Axial Reaction (Ib/in) 13.1 Axial f. (poi) 175 IJF. 0.97 < 1.0, OK 2 8/2/2012 Unit To Curb Thybar Corporation 8/2/2012 ThybarTC5 McQuayOAH TukwilaWA IBC2009 General Location Tukwila WA 98108 Applicable Building Code IBC2009 Unit Model OAH010GHAC (AHRN5) Curb Type Uninsulated TC -5 Bracket Dimensions Length (in) 16 Max bending arm (in) 2.2 Max torsion arm (in) 0.001 Material thickness (ga) 14 Material thickness (in) 0.0747 Fy (psi) 30,000 Area (in2) 1.1952 Screws Screw size/type ( #) 10 Quantity of screws 7 Hole size (in) 1/4 Allowable pullout (Ib /screw) 753 Max pullout (Ib /bracket) 5,270 Allowable shear (Ib /screw) 1,206 Max shear (Ib /bracket) 8,445 Torsion on Bracket Fv = 0.4 * Fy (psi) 12,000 Max shear (Ib) 357,126 Flexure on Bracket Fb = 0.6 * Fy (psi) 18,000 Max shear (Ib) 26,077 Shear on Bracket Attachment Holes Distance -hole edge to bracket edge Max shear (Ib) 0.375 2,353 Tension on Bracket FT = 0.4 ' Fy (psi) T (Ib) Bracket Capacity Allowable Load (Ib) 12,000 12,774 2,353 Bracket Verification Horizontal Design Load (Ib) 1,438 1,438 Shear Wall Factor 0.56 0.60 Design Shear (Ib) 811 863 Unit Design Uplift, Tc (Ib) - 775.26 0.00 Unit Uplift, T, (Ib) -437 0 R = (V2 + T22)"2 922 863 # per side 0.39 0.37 Clip Safety Factor 2 Total Clips Required 4 3 Thybar Corporation ThybarTC5 McQuayOAH TukwilaWA IBC2009 General Location Tukwila WA 98108 Applicable Building Code IBC2009" Unit Model . OAH010GHAC (AHRN5) Curb Type Uninsulated TC -5 Material Properties Fy (psi) 30,000. Material Allowable Stress, Fa (psi) 12,000 Base Attachment Dimensions 'Hole :Size :(in) 0.625 Number of Holes per attachment Material thickness (ga) Material thickness (in)" but out area '(iin2) Base"flange width (in) Edge distance. (inY Base shear area (in2) Base Attachment Forces 8/2/2012 14 0.0747 0.307 3.0 1 3/16 0:09 length. <.. Width:: Horizontal ` Design Load (lb) 1925:90 1925.90. Length (in): 132.50 54.50 Shear (lb); 1,087._ 1,156 Unit. Uplift;; Tc (lb): 75 ??, R - (V2'+ -T22 1,089.... 1,156 Length Width; Base Attac ment Stresses > - 1",(psi) 3,070 3,257... Base .Safety Factor;. fe /`E 0.51: Base Attachment Minimum Quantity Minimum ease Attachments.- Perimeter Distributed Approximate Hole Perirnetor: OC Spacing (in) Base Attachment Holes ThyCurb MCQUAY SKYLINE UNITS Ed rill by the fabricating division of Tukwila WA Thybar Corporation SEISMIC / WINDLOAD RESTRAINT BRACKET INSTALLATION DETAILS FOR UNINSULATED CURB INSTALLATION INSTRUCTIONS: PLACE RESTRAINTS WHILE AVOIDING INTERFERENCES WITH UFTING LUGS, CONDENSATE DRAIN UNES, CURB CHANNELS, ETC. DISTRIBUTE RESTRAINTS AS EVENLY AS POSSIBLE ON SIDES OF ROOF CURB AFTER PLACING END RESTRAINTS AS CLOSE AS POSSIBLE TO CORNERS OF ROOF CURB. GASKET TOP PERIMETER OF CURB BEFORE SETTING UNIT. SEE MATRIX BELOW FOR QUANTITIES REQUIRED PER UNIT. CONTRACTOR TO PROVIDE AND INSTALL CAULK RESTRAINT DETAIL MATERIAL 14 GA. GALVANIZED STEEL CONSTRUCTION. HARDWARE (14) /10x1' TEK SCREWS PER RESTRAINT. NOTE SEISMIC RESTRAINTS MUST BE FIELD INSTALLED TO ROOF CURB BEFORE SETTING UNIT.. MCQUAY MODEL THYCURB MODEL SEISMIC RESTRAINTS RESTRAINT QTY. PER UNIT OAH010GDAC ( MQC- SR -OAH -S 4 SEISMIC & WINDLOAD BRACKETS ARE DESIGNED & CALCULATED FOR USE IN SEISMIC / WINDLOAD APPUCATIONS WHEN PROVIDED AS PART OF A SEISMIC/WINDLOAD RATED CURB. ATTACHMENT OF CALCULATED BRACKETS TO ANY OTHER CURB DOES NOT CONSTITUTE A SEISMIC /WINDLOAD RATED ASSEMBLY. ThyCurb cd ❑ by the fabricating division of Thybar Corporation Structural Steel Mounting SEISMIC/WIND LOAD UNINSULATED CURB INSTALLATION. OPTION The equipment support should be anchored to structural steel as follows: * The width of the supporting structural steel shall be at least as wide as the base plate of the equipment support. * Bolts, nuts and washers are to be ASTM A307 grade. * Bolts should be placed in every hole provided in the base plate of the equipment support; pass through the base plate of the curb and the structural steel; and tightened according to manufacturers torque specifications. (Figure 1 -1) * Alternatively, the curb may be welded to the structural steel. (Figure 1 -2) CURB STRUCTURAL STEEL BOLT WITH WASHER G. DIAMETER MINIMUM) Figure 1 -1 CENTERED ON EACH BOLT HOLE CURB STRUCTURAL STEEL NUT WITH WASHER Figure 1 -2 WOOD NAILER THYBAR ROOFCURB 4* NOTE: SEISMIC RESTRAINTS ARE BE FIELD INSTALLED TO ROOF CURB /Ma SETTING UNIT. SEISMIC & WINDLOAD BRACKETS ARE DESIGNED & CALCULATED FOR USE IN SEISMIC/WINDLOAD APPLICATIONS WHEN PROVIDED AS PART OF A SEISMIC/WINDLOAD RATED CURB. ATTACHMENT OF CALCULATED BRACKETS TO ANY OTHER CURB DOES NOT CONSTITUTE A SEISMIC /WINDLOAD RATED ASSEMBLY. Consult Local Building Codes & FEMA Manual. 412 /December 2002 TC5 Structural Installation.dwg DDINTCr1 • 4Inn /11 ThyCurb by the fabricating division of Li Thybar Corporation Concrete Slab Mounting 0 SEISMIC/WIND LOAD UNINSULATED CURB INSTALLATION OPTION The equipment support should be anchored to concrete as follows: * Anchor system must comply with applicable building code (Local building code, International Building Code, Uniform Building Code, etc.). * Anchor to be Hilti Kwik Bolt TZ, Simpson Strong —Tie or equivalent. * Anchors are to be placed in every hole provided in the base plate of the curb. * Anchors are to pass through the base plate & be embedded into the concrete. * Follow anchor manufacturers instructions for drilling holes, installation anchor and tightening nut. ANCHOR WITH NUT & WASHER G. DIAMETER MINIMUM, EMBEDMENT DEPTH AND EDGE DISTANCE AS REQUIRED BY FIELD CONDITIONS AND HARDWARE SELECTION.) CONCRETE WOOD NAILER VISCMA APPROVED OR RATED SEISMIC VARIOUS HEIGHTS Figure 1 -1 Consult Local Building Codes & FEMA Manual. 412 /December 2002 TC5 Concrete Installation.dwg PPIWTCII • -man,' ThyCurb Wood Beam Mounting Edrel by the fabricating division of Thybar Corporation UNINSULATED ROOF CURB ON 0 WOODEN STRUCTURAL BEAM INSTALLATION INSTRUCTIONS The curbs can be installed on a wood deck type roof providing there is adequate support around entire curb perimeter. Thybar Corporation is not responsible for determining capabilities of roof support system or components. The following provisions must be met: * Curb base is to be through — bolted to wood joists of roof support. * Through bolts are to be manufactured according to ASTM A307. * Bolts are to be i" diameter minimum and length as required to positively attach to building structure. * Bolts are to be installed in every hole in the roof curb base flange and tightened according to bolt manufacturer's recommendations. INSTALL (1) 3.0 ASTM A307 THROUGHBOLT IN EACH CURB FLANGE HOLE AT CURB BASE. HAIL DRAWINGS ARE CONCEPTUAL, NOT TO SCALE. ROOF JOIST LOAD CARRYING CAPABILITY TO BE DETERMINED BY OTHERS. ROOFING MATERIAL NOT SHOWN FOR CLARITY. THROUGHBOLT TO UNDERSIDE OF BUILDING ROOF JOIST WrrH NUT AND WASHER. WOOD NAILER THYBAR CURB SECTION WOOD BEAM SIZED BY OTHERS SEISMIC & WINDL.OAD BRACKETS ARE DESIGNED & CALCULATED FOR USE IN SEISMIC/WINDLOAD APPUCATIONS WHEN PROVIDED AS PART OF A SEISMIC/WINDLOAD RATED CURB. ATTACHMENT OF CALCULATED BRACKETS TO ANY OTHER CURB DOES NOT CONSTITUTE A SEISMIC/WINDLOAD RATED ASSEMBLY. TC5 Wood Beam Mounting.dwt Prim Date: 5125/2012 NOTES Nitg.tvA tj Supply fan performance is certified in accordance with the Central Station Air - Handling Unit Certification Program, which is based on ARI Standard 430. As a standalone component, unit meets or exceeds requirements of ASHRAE 90.1 - 2007. The approving authority is responsible for compliance of multi- component building systems. Piping vestibule shipping section length(s) not included in the total unit shipping section length. Vestibules are not listed as separate sections, although vestibule weight is included in the total unit weight. SHIPPING SECTION DETAILS Length (inches) Weight (lb) Section 1 140 1854 Section 2 108 1860 TOTALS 248.00 (Lower level total) 3978 (Entire unit weight) UNIT SOUND Radiated Unit discharge Unit return 63 Hz 125 Hz 250 Hz 500 Hz 1000 Hz 2000 Hz 4000 Hz 8000 Hz 74 76 70 66 57 48 32 26 82 84 82 83 77 71 67 59 67 72 67 66 67 65 60 59 t A or- wt -z 3°5 -e t,1 4 37fo'\oS --, L) 44cc 1b5 © McQuay International 2012 www.daikinmcquay.com Drawing for AHRM5 Opening A Exhaust inlet B Damper C Damper D Supply outlet E Hot water outlet F Hot water inlet G Cold water outlet H Cold water inlet I Condensate drain conn. Dimensions measured from e X Y Z 2.00 2.00 6.00 42.00 0.00 8.00 70.00 58.00 8.00 228.00 2.00 6.00 144.57 -7.00 33.06 144.57 -7.00 12.91 160.66 -7.00 35.19 167.16 -7.00 12.81 171.00 60.90 9.00 W(Width) 54.00 24.00 36.00 54.00 1.50ins. MPS 1.50ins. MPS 1.50ins. MPS 1.50ins. MPS 1.25ins. MPS H(Height) 36.00 24.00 24.00 18.00 F 0 46.0 14r)n 1 OR n 140.0 NOTE: NOTE: NOTE: VIEW: DRAWN: JOB NAME: UNIT TAGGING: MODEL: AHRM5 124 2- 248.0 108.0 46.0 4, - M - env 3 44 ' Curb Ready Base 6.00ins deep, Lifting Lugs extend 4ins on each side of the unit. Opening dimensions shown are for unit only, refer to curb drawing for duct opening dimensions. Field fitting of hoods are required. General Arrangement No Ends August -01 -2012 (23:04) Boeing 9 -101 2nd Floor Cafeter AHRM5 OAHOO8GDAC /FY lo Page 6 of 34 © McQuay International 2012 www.daikinmcquay.com THYBAR CORPORATION 913 S. Kay Avenue Addison, IL 60101 800 -666 -CURB (2872) Fax: 630- 543 -5309 wvrw.thybar.cor� Member of APISOMA Seismic /85 MPH Wind Load Calculations for a McQuay OAHOO8GDAC (AHRM5) on a Thybar Uninsulated TC -5 Roofcurb•. in Tukwila WA 98108 Boeing 9 -101 Cafeteria August 2, 2012 This document contains proprietary information from Thybar Corporation. Its contents may not be used for any other project or location other than the project or location for which it was created without the prior written permission of Thybar Corporation. 8/2/2012 Unit: McQuay OAH008GDAC (AHRM5) Location: Tukwila WA 98108 Curb: Uninsulated TC -5 Governing Code: IBC2009 SDC: D Design Wind Speed: 85 MPH Boeing 9 -101 Cafeteria A 16 inch high Thybar Uninsulated TC -5 curb of 14 gage galvanized side wall construction will meet the IBC2009 requirements for installing McQuay OAH008GDAC (AHRM5) units in Tukwila WA 98108 when manufactured with stiffeners installed 61 inches max OC and installed according to the attached drawings. The units must be attached to the Thybar curb using restraint brackets. Bracket quantity is determined in the calculations and is summarized as follows: Minimum bracket quantity: 4 The Thybar curb must be attached to the building structure using welds or bolts at the curb base flanges. Flange connection minimum bolt quantity is determined in the calculations and is summarized as follows: Total connection minimum quantity: 8 Summary 1 Load Calcs Thybar Corporation ThybarTCS McQuayOAH TukwilaWA IBC2009 2 8/2/2012 General Location Tukwila WA 98108 Applicable Building Code IBC2009 Seismic: Design Category (SDC) D Eau Unit Manufacturer McQuay Unit Model OAHOO8GDAC AHRMS) Length (in) 348.00 mdth (M) 58.00 Height (in) 40.0 Weight (Ib) 3.978 CG„ (in) 132.10 CG,,,, (in) 34.80 Curb Type Uninsulated TC -5 Curb Length (in) 238.50 Curb Width (in) 48.50 Curb Height (in) 16 Thickness (qa) 14 Stiffener max OC spacing (in) 61 Fr (Psi) 30,000 E (psi) 30,000,000 Thickness (in) 0.0747 u 0.3 I (In) 16.0 C irp hn 214 bit 817 k. 4.0 k. 1.0 F. (psi) 163 Snow Importance, I 1.0 Snow load, t (Ib) 0 Curb Horizontal Design load, max(Wind, .7•Se(smlc) F (Ib) = 2,283 0.4•Fr = F, (psi) 12,000 0.6•Fv = F, (psi) 18,000 Wind Load (85mph) Fw (Ib) = 2,283 Exposure Ca tegoy = C 'Rooftop height ft) = 25 Velocity Pressure coefficient Kz = 0.94 Topography factor Kzt = 1.00 Wind Directionality factor Kd = 0.9 Wind Speed V = 85 Importance factor Iw = 1.00 Oz = 15.65 Gust Effect factor G = 0.85 Force coeff Cf = 1.31 Fe = 1,208 FE M„ = 6,441 FE,,e, = 1.208 Sos = 1.012 So = 0.524 s•= 1.00 Seismic b= 1.00 R.. 6.00 z /h= 1.0 Ss( %ofg)= 151.90 S, (% of 9) = 52.40 Site Coefficient F. = 1.00 Site Coefficient F. = 1.50 Site Soil Classification = D Seismic Upward Force (Ib), F up = 805.15 ex (in) 8.1 Curb Load ey (In) 5.8 am, 1.196 Distribution Fedora ax- 0.804 ay' 0.600 ay- 0.400 Curb Loads C,..,, (I�n) 12.0 C„„„ (fin) 5.36 Shear Wag Factor a, 0.598 R Unit shear, v (fin) 28.150 S • Curb Long Unit Overturning, Cu (Iblin) 4.5 II a tarngreggg Unit Uplift T (15) -1,203 p c P t Curb Overturning, Cc (fin) 55.7 o ( Curb Comer Uplift, Tc (lbfin) •.85 I o Shear Wall Factor a2 0.600 t n Unit shear, v (lb/in) 5.744 e Curb Snort Unit Overturning. Cu (Ibin) 1.905 Dimension Unit Uplift, T (Ib) - 1456.127 Curb Overturning, Cc (Ib/in) 2.312 Curb Comer Uplift, Tc (Ibfn) - 30.023 Max Shear (Ibfrn) 21.1 Shear 1. (psi) 283 Curb Verification f�" 0.02 < 1.0, OK Max Axial Reaction (Iblln) 12.0 Axial f. (psi) 160 4/F, 0.99 c 1.0, OK 2 8/2/2012 Thybar Corporation ThybarTC5 McQuayOAH TukwilaWA IBC2009 General Location Tukwila WA 98108 Applicable Building Code IBC2009 Unit Model OAH008GDAC (AHRM5) Curb Type Uninsulated TC -5 Bracket Dimensions Length (in) 16 Max bending arm (in) 2.2 Max torsion arm (in) 0.001 Material thickness (ga) 14 Material thickness (in) 0.0747 Fy (psi) 30,000 Area (in2) 1.1952 Screws Screw size /type ( #) 10 Quantity of screws 7 Hole size (in) 1/4 Allowable pullout (Ib /screw) 753 Max pullout (Ib /bracket) 5,270 Allowable shear (Ib /screw) 1,206 Max shear (Ib /bracket) 8,445 Torsion on Bracket Fy = 0.4 * Fy (psi) 12,000 Max shear (Ib) 357,126 Flexure on Bracket Fb = 0.6 * Fy (psi) 18,000 Max shear (Ib) 26,077 Shear on Bracket Attachment Holes Distance -hole edge to bracket edge 0.375 Max shear (Ib) 2,353 Tension on Bracket FT = 0.4 * Fy (psi) 12,000 T(lb) 12,774 Bracket Capacity Allowable Load (Ib) I 2,353 Bracket Verification Horizontal Design Load (Ib) 2,283 2,283 Shear Wall Factor 0.60 0.60 Design Shear (Ib) 1,365 1,370 Unit Design Uplift, Tc (Ib) - 1203.38 0.00 Unit Uplift, T, (Ib) -720 0 R = (V2 + T22)1n 1,543 1,370 # per side 0.66 0.58 Clip Safety Factor 2 Total Clips Required 4 Unit To Curb 3 8/2/2012 - Thybar Corporation 8/2/2012 ThybarTC5 McQuayOAH TukwilaWA IBC2009 General Location Tukwila WA 98108 Applicable Building Code IBC2009 Unit Model OAHOO8GDAC (AHRM5) Curb Type Uninsulated TC -5 Material Properties Fy (psi) 30,000 Material Allowable Stress, Fa (psi) 12,000 Base Attachment Dimensions Hole Size (in) 0.625 Number of Holes per attachment 1 Material thickness (ga) 14 Material thickness (in) 0.0747 Cut out area (in2) 0.307 Base flange width (in) 3.0 Edge distance (in) 1 3/16 Base shear area (in2) 0.09 Base Attachment Forces Base Attachment Holes 4 Length Width Horizontal Design Load (Ib) 3161.44 3161.44 Length (in) 238.50 48.50 Shear (Ib) 1,890 1,897 Unit Uplift, Tc (Ib) -13 0 R = (V2 + T22)1/2 1,891 1,897 Base Attachment Holes 4 Length Width Base Attachment Stresses - fa (psi) 5,328 5,346 Base Safety Factor 2 2 fa / Fa 0.89 0.89 Base Attachment Minimum Quantity 4 4 Minimum Base Attachments - Perimeter Distributed 8 Approximate Hole Perimeter OC Spacing (in) 64 Base Attachment Holes 4 ThyCurb MCQUAY SKYLINE UNITS Ed ❑ by the fabricating division of Tukwila WA Thybar Corporation SEISMIC / WINDLOAD RESTRAINT BRACKET 0 INSTALLATION DETAILS FOR UNINSULATED CURB JNSTALLATION INSTRUCTIONS: PLACE RESTRAINTS WHILE AVOIDING INTERFERENCES WITH UFTING LUGS, CONDENSATE DRAIN UNES, CURB CHANNELS, ETC. DISTRIBUTE RESTRAINTS AS EVENLY AS POSSIBLE ON SIDES OF ROOF CURB AFTER PLACING END RESTRAINTS AS CLOSE AS POSSIBLE TO CORNERS OF ROOF CURB. GASKET TOP PERIMETER OF CURB BEFORE SETTING UNIT. SEE MATRIX BELOW FOR QUANTITIES REQUIRED PER UNIT. CONTRACTOR TO PROVIDE AND INSTALL CAULK RESTRAINT DETAIL MATERIAL 14 GA. GALVANIZED STEEL CONSTRUCTION. HARDWARE: (14) %10x1• TEK SCREWS PER RESTRAINT. NOTE: SEISMIC RESTRAINTS MUST BE FIELD INSTALLED TO ROOF CURB BEEQBE SETTING UNIT. MCQUAY MODEL THYCURB MODEL SEISMIC RESTRAINTS RESTRAINT QTY. PER UNIT OAHOO8GDAC (AHRM5) MQC- SR -OAH -5 4 SEISMIC & WINDLOAD BRACKETS ARE DESIGNED & CALCULATED FOR USE IN SEISMIC/WINDLOAD APPUCATIONS WHEN PROVIDED AS PART OF A SEISMIC/WINDLOAD RATED CURB. ATTACHMENT OF CALCULATED BRACKETS TO ANY OTHER CURB DOES NOT CONSTITUTE A SEISMIC /WINDLOAD RATED ASSEMBLY. ThyCurb Edby the fabricating division of Li Thybar Corporation Structural Steel Mounting SEISMIC/WIND LOAD UNINSULATED CURB INSTALLATION OPTION The equipment support should be anchored to structural steel as follows: * The width of the supporting structural steel shall be at least as wide as the base plate of the equipment support. * Bolts, nuts and washers are to be ASTM A307 grade. * Bolts should be placed in every hole provided in the base plate of the equipment support; pass through the base plate of the curb and the structural steel; and tightened according to manufacturers torque specifications. (Figure 1 -1) * Alternatively, the curb may be welded to the structural steel. (Figure 1 -2) CURB STRUCTURAL STEEL Ad-Ill■ :I / p t1=2, Nu 4 Figure 1 -1 CENTERED ON EACH BOLT HOLE CURB STRUCTURAL STEEL • 0 `/ Figure 1 -2 BOLT WITH WASHER (3- DIAMETER MINIMUM) NUT WITH WASHER WOOD NAILER THYBAR ROOFCURB NOTE: SEISMIC RESTRAINTS ARE BE FIELD INSTALLED TO ROOF CURB AM. SETTING UNIT. SEISMIC & WINDLOAD BRACKETS ARE DESIGNED & CALCULATED FOR USE IN SEISMIC/WINDLOAD APPLICATIONS WHEN PROVIDED AS PART OF A SEISMIC/WINDLOAD RATED CURB. , ATTACHMENT OF CALCULATED BRACKETS TO ANY OTHER CURB DOES NOT CONSTITUTE A SEISMIC /WINDLOAD RATED ASSEMBLY. Consult Local Building Codes & FEMA Manual. 412 /December 2002 TC5 Structural Installation.dwg DDIkrr r • 1qMAM4 ThyCurb Ed rn by the fabricating division of Thybar Corporation Concrete Slab Mounting El SEISMIC/WIND LOAD UNINSULATED CURB INSTALLATION OPTION The equipment support should be anchored to concrete as follows: * Anchor system must comply with applicable building code (Local building code, International Building Code, Uniform Building Code, etc.). * Anchor to be Hilti Kwik Bolt TZ, Simpson Strong —Tie or equivalent. * Anchors are to be placed in every hole provided in the base plate of the curb. * Anchors are to pass through the base plate & be embedded into the concrete. * Follow anchor manufacturers instructions for drilling holes, installation anchor and tightening nut. ANCHOR WITH NUT & WASHER J" DIAMETER MINIMUM, EMBEDMENT DEPTH AND EDGE DISTANCE AS REQUIRED BY FIELD CONDITIONS AND HARDWARE SELECTION.) CONCRETE WOOD NAILER VISCMA APPROVED OR RATED SEISMIC VARIOUS HEIGHTS Figure 1 -1 Consult Local Building Codes & FEMA Manual. 412 /December 2002 TC5 Concrete lnstallation.dwg DDIkITC11 - 1/1R1 ThyCurb by the fabricating division of Thybar Corporation UNINSULATED ROOF CURB ON O WOODEN STRUCTURAL BEAM INSTALLATION INSTRUCTIONS Wood Beam Mounting The curbs can be installed on a wood deck type roof providing there is adequate support around entire curb perimeter. Thybar Corporation is not responsible for determining capabilities of roof support system or components.. The following provisions must be met: * Curb base is to be through — bolted to wood joists of roof support. * Through bolts are to be manufactured according to A STM A307. * Bolts are to be 3" diameter minimum and length as required to positively attach to building. structure. * Bolts are to be installed in every hole in the roof curb base flange and tightened according to bolt manufacturer's recommendations. INSTALL (1) }} 0 ASTM A307 THROUGHBOLT. IN EACH CURB FLANGE HOLE AT. CURB BASE. ROOF JOIST LOAD CARRYING CAPABILITY TO BE DETERMINED BY OTHERS. ROOFING MATERIAL NOT SHOWN FOR CLARITY. THROUGHBOLT TO UNDERSIDE OF BUILDING ROOF JOIST WITH NUT AND WASHER. SEISMIC & WINDLOAD 8RI * EI5 ARE °morn & CALCULATED FOR USE IN SEISMIC/WINDLOAD APPLICATIONS WHEN PROVIDED AS PART OF A SEISIWWWINDLOAD RATED CuR6. ATTACHMENT OF CALCULATED BRACKETS TO ANY OTHER CURB DOES NOT CONSIT►UTE A SEISMIC/WINDLOAD RATED ASSEMBLY TCS Wood Beam Moundng.dwt Print Data 51225/2012 NOTES NA (p Supply fan performance is certified in accordance with the Central Station Air - Handling Unit Certification Program, which is based on ARI Standard 430. As a standalone component, unit meets or exceeds requirements of ASHRAE 90.1 - 2007. The approving authority is responsible for compliance of multi- component building systems. Piping vestibule shipping section length(s) not included in the total unit shipping section length. Vestibules are not listed as separate sections, although vestibule weight is included in the total unit weight. SHIPPING SECTION DETAILS Length (inches) Weight (lb) Section 1 144 3053 Section 2 86 2510 Section 3 86 2133 TOTALS 316.00 (Lower level total) 8075 (Entire unit weight) UNIT SOUND Radiated Unit discharge Unit return 63 Hz 125 Hz 250 Hz 500 Hz 1000 Hz 2000 Hz 4000 Hz 8000 Hz 83 84 81 71 65 56 40 31 90 92 93 88 85 79 75 67 85 84 82 80 78 73 68 61 A��rirt �c�2 wt%•c. Mda ( u-t- 1.t.t = S1,133 E1ae, vyE ono `b3 AHRM6 © McQuay International 2012 www.daikinmcquay.com Drawing for AHRM6 P. o Opening A Exhaust inlet B Damper C Damper D Hot water outlet E Hot water inlet F Hot water outlet G Hot water inlet H Cold water outlet I Cold water inlet J Condensate drain conn. K Supply outlet Dimensions measured from E X 2.00 58.00 98.00 180.57 180.57 180.57 180.57 202.79 214.54 214.00 284.00 Y 2.00 0.00 86.00 -7.00 - 7.00 - 7.00 -7.00 -7.00 -7.00 88.90 2.00 Z 6.00 8.00 8.00 33.80 13.65 59.20 39.05 58.69 13.31 9.00 6.00 CO h� W(Width) 82.00 36.00 44.00 1.50ins. MPS 1.50ins. MPS 1.50ins. MPS 1.50ins. MPS 2.50ins. MPS 2.50ins. MPS 1.25ins. MPS 82.00 H(Height) 52.00 50.00 50.00 30.00 K fa 0 IA ri aan 54.0 1_ 1 144.0 86.0 86,0 NOTE: NOTE: NOTE: VIEW: DRAWN: JOB NAME: UNIT TAGGING: MODEL: AHRM6 316.0 54.0 ; 3L fog 1"e) T `3c0t\-I5 Curb Ready Base 6.00ins deep, Opening dimensions shown are Field fitting of hoods are require General Arrangement No Ends August -01 -2012 (22:33) Boeing 9 -101 2nd Floor Cafeter AHRM6 OAH025GDAC Lifting Lugs extend 4ins on each side of the unit. for unit only, refer to curb drawing for duct opening dimensions. d. /Y •x_- McQuay International 2012 www.daikinmcquay.com THYBAR CORPORATION 913 S. Kay Avenue Addison, IL 60101. 800- 666 -CURB (2872) Fax: 630 - 543 -5309 vvww.thvbar.corn Member of -n Seismic /85 MPH Wind Load Calculations for a McQuay OAH025GDAC (AHRM6) on a Thybar Uninsulated TC -5 Roofcurb in Tukwila WA 98108 Boeing 9 -101 Cafeteria August 2, 2012 This document contains proprietary information from Thybar Corporation. Its contents may not be used for any other project or location other than the project or location for which it was created without the prior written permission of Thybar Corporation. 8/2/2012 Unit: McQuay OAH025GDAC (AHRM6) Location: Tukwila WA 98108 Curb: Uninsulated TC -5 Governing Code: IBC2009 SDC: D Design Wind Speed: 85 MPH Boeing 9 -101 Cafeteria A 16 inch high Thybar Uninsulated TC -5 curb of 14 gage galvanized side wall construction will meet the IBC2009 requirements for installing McQuay OAH025GDAC (AHRM6) units in Tukwila WA 98108 when manufactured with stiffeners installed 50 inches max OC and installed according to the attached drawings. The units must be attached to the Thybar curb using restraint brackets. Bracket quantity is determined in the calculations and is summarized as follows: Minimum bracket quantity: 6 The Thybar curb must be attached to the building structure using welds or bolts at the curb base flanges. Flange connection minimum bolt quantity is determined in the calculations and is summarized as follows: Total connection minimum quantity: 16 Summary 1 Load Caks Thybar Corporation ThybarTC5 McQuayOAH TukwIlaWA 1802009 2 8/2/2012 General Location Tukwila WA 98108 Applicable Building Code IBC2009 Seismic Design Category (SDC) 0 Unit Manufacturer McOuay Unit Model OAH025GDAC (AHRM81 Length (in) 316.00 Equip Width (in) 86.00 Height (in) 68.0 Weight (Ib) 8.075 CG„ (in) 165.22 CGyi (in) 51.60 Curb Type Uninsulated TC-5 Curb Length (in) 306.50 Curb Width (in) 76.50 Curb Height On) 16 Thickness (gal 14 Stiffener max OC spacing (in) 50 F,, (psi) 30,000 E (psi) 30,000,000 Thickness (in) 0.0747 u 0.3 I (in) 16.0 orb M 214 bit 869 kr, 4.0 k. 1.0 F. (Psi) 242 Snow Importance,) 1.0 Snow Load, pr (Ib) 0 Curb Horizontal Design Load, max(Wind, .7'Seismic) F (Ib) = 4,805 0.4•Fr = F. (psi) 12,000 0.6'Fr = F, (psi) 18,000 Wind Load (85mph) Fw (Ib) = 4,805 'Exposure Category = C Rooftop height ((1) = 25 Velocity Pressure coefficient Kz = 0.94 Topography factor Kzt = 1.00 Wind Directionality factor Kd = 0.9 Wind Speed V = 85 Importance factor Iw = 1.00 qz = 15.65 Gust Effect factor G = 0.85 Face coeff CI= 1.31 FE. 2,452 F,,„=„ = 13,075 FE .s, = 2,452 Sos = 1.012 So, = 0.524 a. = 1.00 le = 1.00 Seismic R, = 8.00 z /h= 1.0 Ss (% of 0) = 151.90 S1(%ct9)= 52.40 Site Coefficient F. = 1.00 Site Coefficient F. = 1.50 Site Soil Classification = D Seismic Upward Force (Ib), F up = 1834.38 ex (in) 7.22 Curb Load ey (in) 8.8 ax+ 1.137 Distribution Factors - 0.863 ay. 0.600 ay- 0.400 Curb Loads C,,,„ (Ib/In) 18.0 C,,., (n) 9.09 Shear Wag Factor a, 0.569 R Unit shear, v (Iblin) 35.710 S 0 Curb LOrK1 Unit Overturning. Cu (Ibfm) 7.5 u a Dimension Unit Uplift, T (Ib) -2,116 P 0 P Curb Overturning, Cc (bin) 44.8 I Curb Comer Uplift, Tc (Ibfin) -8.70 r o Shear Wall Factor a2 0.600 t n Unit shear, v lIbin) 9.406 s Curb Short Unit Overturning, Cu fibrin) 3.501 Dimension Unit Uplift, T (Ib) - 2767.512 Curb Overturning, Cc (I0/In) 2.946 Curb Comer Uplift, Tc (Win) - 36.177 Max Shear (Ibfin) 26.8 Shear , (psi) 359 Curb Verification f�' 0.03 < 1.0, OK Max Axial Reaction (Ibfin) 18.0 Axial f. (psi) 241 ()F. 0.99 < 1.0, OK 2 8/2/2012 Unit To Curb Thybar Corporation 8/2/2012 ThybarTC5 McQuayOAH TukwilaWA IBC2009 General Location Tukwila WA 98108 Applicable Building Code IBC2009 Unit Model OAH025GDAC (AHRM6) Curb Type Uninsulated TC -5 Bracket Dimensions Length (in) 16 Max bending arm (in) 2.2 Max torsion arm (in) 0.001 Material thickness (ga) 14 Material thickness (in) 0.0747 Fy (psi) 30,000 Area (in2) 1.1952 Screws Screw size /type ( #) 10 Quantity of screws 7 Hole size (in) 1/4 Allowable pullout (Ib /screw) 753 Max pullout (Ib /bracket) 5,270 Allowable shear (Ib /screw) 1,206 Max shear (Ib /bracket) 8,445 Torsion on Bracket Fv = 0.4 * Fy (psi) 12,000 Max shear (Ib) 357,126 Flexure on Bracket Fb = 0.6' Fy (psi) 18,000 Max shear (Ib) 26,077 Shear on Bracket Attachment Holes Distance -hole edge to bracket edge Max shear (Ib) 0.375 2,353 Tension on Bracket FT = 0.4 * Fy (psi) 12,000 Tn,ta, (Ib) 12,774 Bracket Capacity Allowable Load (Ib) 2,353 Bracket Verification Horizontal Design Load (Ib) 4,805 4,805 Shear Wall Factor 0.57 0.60 Design Shear (Ib) 2,732 2,883 Unit Design Uplift, Tc (Ib) - 2115.79 0.00 Unit Uplift, T, (Ib) -1,203 0 R = (V2 + T22)112 2,985 2,883 # per side 1.27 1.23 Clip Safety Factor 2 Total Clips Required 6 3 Thybar Corporation 8/2/2012 ThybarTC5 McQuayOAH TukwilaWA IBC2009 General Location Tukwila WA 98108 Applicable Building Code IBC2009 Unit Model OAH025GDAC (AHRM6) Curb Type Uninsulated TC -5 Material Properties Fy (psi) 30,000 Material Allowable Stress, Fe (psi) 12,000 Base Attachment Dimensions Hole Size (in) 0.625 Number of Holes per attachment 1 Material thickness (ga) 14 Material thickness (in) 0.0747 Cut out area (in2) 0.307 Base flange width (in) 3.0 Edge distance (in) 1 3/16 Base shear area (in2) 0.09 Base Attachment Forces Base Attachment Holes 4 Length Width Horizontal Design Load (Ib) 5934.71 5934.71 Length (in) 306.50 76.50 Shear (Ib) 3,374 3,561 Unit Uplift, Tc (Ib) -368 0 R = (V2 + T22)112 3,394 3,561 Base Attachment Holes 4 Length Width Base Attachment Stresses - fa (psi) 4,783 5,018 Base Safety Factor 2 2 fa / Fa 0.80 0.84 Base Attachment Minimum Quantity 8 8 Minimum Base Attachments - Perimeter Distributed 16 Approximate Hole Perimeter ,OC Spacing (in) 45 Base Attachment Holes 4 /I ThvCurb MCQUAY SKYLINE UNITS Tukwila WA by the ricag division of Thybar fab Corpotinration SEISMIC / WINDLOAD RESTRAINT BRACKET INSTALLATION DETAILS FOR UNINSULATED CURB INSTALLATION INSTRUCTIONS: PLACE RESTRAINTS WHILE AVOIDING INTERFERENCES WITH UFTING LUGS, CONDENSATE DRAIN UNES, CURB CHANNELS, ETC. DISTRIBUTE RESTRAINTS AS EVENLY AS POSSIBLE ON SIDES OF ROOF CURB AFTER PLACING END RESTRAINTS AS CLOSE AS POSSIBLE TO CORNERS OF ROOF CURB. GASKET TOP PERIMETER OF CURB BEFORE SETTING UNIT. SEE MATRIX BELOW FOR QUANTRIES REQUIRED PER UNIT. CONTRACTOR TO PROVIDE AND INSTALL CAULK NOTE: SEISMIC RESTRAINTS MUST BE FIELD INSTALLED RESTRAINT DETAIL MATERIA : 14 GA. GALVANIZED STEEL CONSTRUCTION. HARDWARE: (14) #10x1' TEK SCREWS PER RESTRAINT. TO ROOF CURB BEFORE SETTING UNIT. MCQUAY MODEL THYCURB MODEL SEISMIC RESTRAINTS RESTRAINT QTY. PER UNIT OAH025GDAC (AHRM6) MQC- SR -OAH -S 6 SEISMIC & WINDLOAD BRACKETS ARE DESIGNED & CALCULATED FOR USE IN SEISMIC /WINDLOAD APPLICATIONS WHEN PROVIDED AS PART OF A SEISMIC/WINDLOAD RATED CURB. ATTACHMENT OF CALCULATED BRACKETS TO ANY OTHER CURB DOES NOT CONSTITUTE A SEISMIC /WINDLOAD RATED ASSEMBLY. ThyCurb Edri by the fabricating division of Lj Thybar Corporation Structural Steel Mounting. SEISMIC/WIND LOAD UNINSULATED CURB INSTALLATION OPTION The equipment support should be anchored to structural steel as follows: * The width of the supporting structural steel shall be at least as wide as the hose plate of the equipment support. * Bolts, nuts and washers are to be ASTM A307 grade. * Botts should be placed in every hole provided in the base plate of the equipment support; pass through the base plate of the curb and the structural steel; and tightened according" to manufacturers torque specifications. ` (Figure 1-1) * Alternatively, the curb may be welded to the structural steel. (Figure 1 -2) STRUCTURAL STEEL. ROOFCUR6 Figure 1 -1'= CENTERED ON EACH BOLT. HOLE CURB NOTE. SEISMIC RESTRAINTS ARE BE FIELD INSTALLED TO ROOF CURB AMR SETTING UNIT.. SEISMIC & WINDLOAD BRACKETS ARE DESIGNED & CALCULATED FOR USE IN SEISMIC/WINDLOAD APPUCATIONS WHEN PROVIDED AS PART: OF A SEISMWC/W1NDLOAD RATED CURB. ATTACHMENT OF CALCULATED BRACKETS TO ANY OTHER CURB DOES NOT CONSTITUTE A SEISMIC /WINOLOAD.RATED ASSEMBLY. Consult Local Building Codes & FEMA Manual. 412 /December 2002 TC5 Structural Instaflation.dwg nnwrn-n 4 nnnu. ThyCurb cdby the fabricating division of Li Thybar Corporation Concrete Slab Mounting El SEISMIC/WIND LOAD UNINSULATED CURB INSTALLATION OPTION The equipment support should be anchored to concrete as follows: * Anchor system must comply with applicable building code (Local building code, International Building Code, Uniform Building Code, etc.). * Anchor to be Hilti Kwik Bolt 17, Simpson Strong —Tie or equivalent. * Anchors are to be placed in every hole provided in the base plate of the curb. * Anchors are to pass through the base plate & be embedded into the concrete. * Follow anchor manufacturers instructions for drilling holes, installation anchor and tightening nut. ANCHOR WITH NUT & WASHER (4" DIAMETER MINIMUM, EMBEDMENT DEPTH AND EDGE DISTANCE AS REQUIRED BY FIELD CONDITIONS AND HARDWARE SELECTION.) CONCRETE WOOD NAILER VISCMA APPROVED OR RATED SEISMIC VARIOUS HEIGHTS Figure 1 -1 Consult Local Building Codes & FEMA Manual. 412 /December 2002 TC5 Concrete Installation.dwg nn••rrr, . nu o. +" Thy Curb Wood Beam Mounting E6 by the fabricating division of Thybar Corporation UNINSULATED ROOF CURB ON 0 WOODEN STRUCTURAL BEAM INSTALLATION INSTRUCTIONS The curbs can be installed on a wood deck type roof providing there is adequate support around entire curb perimeter. Thybar Corporation is not responsible for determining capabilities of roof support system or components. The following provisions must be met: * Curb base is to be through — bolted to wood joists of roof support. * Through bolts are to be manufactured according to ASTM A307. * Bolts are to be " diameter minimum and length as required to positively attach to building structure. * Bolts are to be installed in every hole in the roof curb base flange and tightened according to bolt manufacturer's recommendations. INSTALL (1) "0 ASTM A307 THROUGHBOLT IN EACH CURB FLANGE HOLE AT CURB BASE. DRAWINGS ARE CONCEPTUAL, NOT TO SCALE. ROOF JOIST LOAD CARRYING CAPABILITY TO BE DETERMINED BY OTHERS. ROOFING MATERIAL NOT SHOWN FOR CLARITY. THROUGHBOLT TO UNDERSIDE OF BUILDING ROOF JOIST WITH NUT AND WASHER. WOOD NAILER T) YBAR CURB SECTION WOOD BEAM SIZE) BY OTHERS SEISMIC & WINDLOAD BRACKETS ARE DESIGNED & CALCULATE) FOR USE IN SEISMIC/WINDLOAD APPUCATIONS WHEN PROVIDED AS PART OF A SEISMIC/IMNDLOAD RATED CURB. ATTACHMENT OF CALCULATED BRACKETS TO ANY OTHER CURB DOES NOT CONSTITUTE A SEISMIC/WINDLOAD RATED ASSEMBLY. TC5 Wood Beam Mountlng.dwl Print Date: 5/25/2012 Kitchen Exhaust Hood Support IIWI HARRIS GROUP INC. TITLE: BY: Cev DATE: 11/28/12 PROJECT No.: 12469.00 PROJECT: The Boeing Company Building 9 -101 Cafeteria REVISION: DATE: Page: 12469.00 equipment anchorage calculations Title (10) Roof Supported Hood Component Seismic Forces ASCE 7 -05 Sect 13.3 Fp = 0.4apSDSWp(1 + 2z/h) /(Rp/Ip) (Eq. 13.3 -1) Fp = 1.6SDsIPWp (Eq. 13.3 -2) Fp = 0.3SDSIPWP (Eq. 13.3 -3) Sps = 1.013 ap = 2.5 Rp = 6.0 h = 51.0 z = 51,0 Fp = 0.760 Wp Fp < 2.430 Wp Fp > 0.456 Wp (previous sheet) Ip = 1.5 (Sect. 13.1.3) (Table 13.5 -1 or Table 13.6 -1) (Table 13.5 -1 or Table 13.6 -1) average height of structure height of attachment within structure ductwork CP = 0.760 Wp F„ = +/- 0.2SDSWP F„ = +/- 0.203 Wp (Eq. 13.3 -1) (Eq. 13.3 -2) (Eq. 13.3 -3) (Sect. 13.3) TITLE: Seismic Force Coefficients Roof Supported Hood BY: cev DATE: 5/24/12 PROJECT No.: 12469.00 PROJECT: HARRIS GROUP INC. The Boeing Company Building 9 -101 Cafeteria REVISION: DATE: PAGE: 12469.00 equipment anchorage calculations Component Seismic (7) Hood Support: By inspection Hood #15 controls Hood Wt. W= 1700 Ibs L= 18.0 ft L S = 10.0 ft Sos = 1.013 S Brace Rod Hanger Fp Cp = 0.760 Seismic Forces: reduce for ASD horizontal Fp = +/- 0.7 CpW = 904 Ibs (lateral and longitudinal direction) vertical F„ = +/- 0.2SosW = 241 Ibs Conservatively assume (6) supports (one each comer, one pair center) Full load to center supports, half load to corners; Fin Floor Gravity P9 = W/4 = 425 Ibs (half load to outside pairs) Seismic PE = F,/4 = +1- 60 Ibs (half load to outside pairs) max Total vertical load P = 485 Ibs per center rod Wall By inspection use: 3/8" diam threaded rod F„ = 33 ksi Allowable Tension PT = 2110 Ibs max strut moment (assume load @ 1/3 points) max strut moment M = P(S /3) = 1618 ft -Ibs (strut unsupported) M = 19410 in -Ibs Try: Unistrut P5001 - Allowable Moment M8 = Reduced (unsupported) Allowable Moment M,a = RxMa = ok, Mra > M 48180 in-Ibs 26017 in -Ibs R = 0.54 (unsupported comp flg) Brace: assume lateral force taken by adjacent wall assume longitudinal force taken 1/2 at wall 1/2 by longitudinal bracing assume (1) tension only brace each outside comer assume accidental torsion 20% increase max Tension brace load P, = (1.2/2)Fp(2)"` = 767 Ibs assume 45 deg. brace angle Try: 7x7 Strand wire rope (SS Type 302) P„ = 4700 Ibs SF = . 3.5 Reduced Allowable Axial P,a = Pa/SF = 1343 Ibs ok,Pa > Pt i HARRIS GROUP INC. TITLE: Exhaust Hood Support BY: cev DATE: 5/24/12 PROJECT No.: 12469.00 PROJECT: The Boeing Company Building 9 -101 Cafeteria REVISION: DATE: Page: 12469.00 equipment anchorage calculations Hood support IVI (E) ROOF PIJ S613B G 3' VENT E ROOF PU mans COOKING (2)" DDIAUSE IPoOD SWAY BRACE (Tr) • (10 ROOF L PURUN (E ) INSERT mP + II 11 1: f I I —t- it 1 LNx�' _fiLLL'��_iJlb� Li14_�_4 i It NOTE HOOD /I3 SHOWN, HOODS j93, 119 # 128 SOAR SEE TABLE MD NAAHUFACTURER'S NSTNMATgN INSTRUCTIONS. ENLARGED PLAN n SCALE: 1/2 " =1' -0" 10'-0' (REF) S613 (E ) T/ROOF DECK (E) ROOF PURUN ///- -- UNSTUT P5001 OR APPROVED MAL I► • 4- • uN. 3/16' 70 MN. SS WINE ROPE SWAY 8RAA -ONE EACH FREE CORNER ANCHOR TO ROOF PURIM 1L 3/811 WAGER RODS OM INSTAL PER YANUFACRIRERYS RECOMMENDATION NEW EXHAUST 1-1000 (u ATKI N YARKs SECTION SCALE: 1/2 " =1' -0" S6138 TO WALL WWII PRESENT W/ WO. 110 SCREWS FAai sI11D (m) Hardware SQUARE NUTS HEXAGON NUTS UNISTRUT FLAT WASHERS • Part No Slze INU100 pcs Lbs (kg) HSQN025EG A' 0.9 (0.4) HSQN031EG 3/46' 1.6 (0.7) HSON037EG W 2.7 (1.2) HSON050EG W 58 (2.6) HSON062EG %" 10.7 (4.9) HSQN075EG 3/4' 15.4 (6.9) HSQN087EG 'A' 24.9 (11.3) HSON100EG 1' 36.3 (16.5) . Part t4o. Size Lbs(kg) HHXN025EG 'A' 0.6 (0.3) Iii-IXN031EG 3/46" 1.2 (0.5) HHXN037EG W 1.6 (0.7) HHXN050EG 3/4' 4.8 (2.2) HHXN062EG W 7.3(3.3) HHXN075EG W 11.9 (54) HHXN087EG W 19.0 (8.6) HHXN100EG 1" 28.3 (12.8) Part No, = , Wt/100 pcs Lbs(kg) HFLW025EG W 0.8 (0.4) HFLW031EG 'As' 1.0 (0.5) HFLW037EG W 1.5 (0.7) HFLW050EG 3/4' 3.5 (1.6) HFLW062EG W 7.7 (3.5) HFLW075EG 3/4' 11.0 (5.0) HFLW087EG 3/4' 15.3 (6.9) HFLW100EG 1' 18.8 (8.5) STEEL THREADED ROD LOCK WASHERS Standard Length 12' (3.7m) Low Carbon Steel Grade 1006 - 1010 F6=36,000 psi minimum = 58,000 psi minimum Part No. Size Wt1100 Ft. Lbs (kg) HTHR025 'A' x 20 13(59,1 HTHR031 3/46' x 18 20 (9.1) HTHR037 W x 16 30 (13.6) HIHR044 vie. x 14 30 (13.6) HTHR050 W x 13 53 (24.0) HTHR062 W x 11 84 (38.1) HTHR075 W x 10 124 (56.2) HTHR087 3/4" x 9 170 (77.1) HTHR100 1* x 8 223 (101.2) LOAD CARRYING CAPACITY OF THREADED HOT ROLLED STEEL CONFORMING To ASTM A575 AND A576 - . ' Threaded Rod Loads* fOr PipintApplications. (bailed an MSS SP-58) • ''. Nominal Dia.. RbOtAres , Inqourtl• mix. site load, :it 650°.F (343V). t Lbspitil 3' 0.068 (43.9) 730 (3.25) '4 0.126 (81.3) 1,350 (601) % 0.202 (130.3) 2,160 (9.61) % 0.302 (194.8) 3,230 (14.37) 7/8 0.419 (270.3) 4,480 (19.93) 1 0.552 (356.1) 5,900 (26.24) Threaded Rod Loads for Structural Applications (Based on AISC, Steel Construction Manual, ASD, 9th Edition. Per AISC . ... . .. Tensile Stress . 0.33;* Fu). Nominal Dia. ; ' Nominal Area° ' • Irr'Imm, .' Tension Lead Lbs (kN) A 0.049 (31.6) 930 (4.14) 4!) % 0.110 (71.0) 2 110 9.39 7/16 0.150 (96.8) ,870 (12. 77) 'h 0.196 (126.5) 3,750 (16.68) % 0.307 (198.2) 5,870 (26.11) % 0.442 (2854) 8,450 (37.59) 'A 0.601 (388.0) 11,500 (51.15) 1 0.785 (506.8) 15,030 (66.86) Part No. SIze winos pc* Lbs (kg) HLI0M)25EG W 12S (0..1) HLKW031EG 3/4.' 041(02) HLKW037EG 3fi* 163 (0,3) HLKW050EG 'A' 132(�50) HLKW062EG, W 220 (1,0) HLKW075EG W 180 (t 7) HU<W087EG r . A, 6,00 (2 7) HLKW100EG 1 680 (4.0) STEEL COUPLER NUTS Part Number Size - Length In (mm) WIt100 . act Lbs (kg) HRCH025 W - 20 W (22) 1.9 (0.9) HRCNO31 3/40*- 18 13/4 (45) 7.5 (3.4) HRCNO37 W - 16 1%* (45) 9.0 (4.1) HRCNO44 Vte* - 14 1W (45) 10.4 (4.7) HRCNO50 W - 13 1%4*(45) 10.0 (4.5) HRCNO62 W - 11 21/4" (54) 18.0 (8.2) HRCNO75 %' - 10 24` (57) 28.0 (12.7) FIRCNO87 W - 9 21/4" (64) 55.0 (24.9) 1-IRCN100 1' -8 21/4" (70) 73.0 (33.1) Nuts & Hardware UNISTRUT P5000 & P5001 Channels P5000 r 3 1/4" - 1 750' 1 1.500 7.1 44 5 4 83 —+ 2 38.1 Wt/100 Ft: 305 Lbs (454 kg/100 m) Allowable Moment 15,770 In-Lbs (1,780 N.m) 12 Gauge Nominal Thickness .105*(2.7mm) P5001 1 W 6 /5" 2 -- 1 1 165 - L 41 P5000 HS gm (14) Dia. Holes 1 W (48) on Center WU100 Ft 300 Lbs (446 kg/100 m) Wt/100 Ft 610 Lbs (907 kg/100 m) Allowable Moment 48,180 In-Lbs (5,440 hl.rn) 12 Gauge Nominal Thickness .105 (2.7mm). P5000 KO W (22) Knockouts V (152) on Center Wt/100 Ft 305 Lbs (454 kg/100 m) P5000 SL P5000 T Slots are 3" (76) x I3/32. (10.3) 4' (102) on Center 1" (13) (25) 04/100 Ft 300 Lbs (446 kg/100 m) Slots are 1W (29) x 9/16. (14) 2" (51) on Center 7/1i* (22) Wt/100 Ft 300 Lbs (446 kg/100 m) 1 3A 6* (30) CHANNEL NUTS (REFER 10 HARDWARE SECTION FOR DETA;LS) • P100671420 P1012 P10087 , P1023 j P10107 P1024 Channel Finishes: PL, GR, HG, PG; Standard Lengths: 10 & 20' P3006-0832 P3016-0632 P3006-1024 P3016-0832 P3006-1420 • P3016.1024 P3007 P3016-1420 P3008 P3009 P3010 System Channel Selection CHANNEL SELECTION CHART UNISTRUT' Channel Channel Dimensions Material & Thickness Hole Pattern Styles Allow. Moment , In•tbs "(1'm) 0.- P5001 r 6.10 - " 9.1 Steel Stainless Steel ,.. Alum: .. 4$180 5,440 P1004A 1.965 12.68 6.68 9.9 P4101 4.068 169.3 Width Height HS`,'. T`.. - , KO' . SL ' ° . DS H3'. Steel Only In (mm) In (mm) gauge gauge In (mm) P1000 1% (41) 1%(41) 12 ga 12ga 0,109 (28) • • ■ ■ ■ • P1100 1% (41) 1%e (41) 14 ga 14 ga - ■ • • • - - P2000 1% (41) 1e% (41) 16 ga - - ■ • • • - - P3000 1% (41) 1% (35) 12 ga - - ■ • • • - - P3300 1% (41) 74 (22) 12 ga 12 ga - ■ ■ - ■ - - P4000 1%011) "/e (21) 16 ga 16 ga 0,078 (2.0) ■ • - ■ - - P4100 1%(41) "/6(21) 14ga - - • • - • - - P5000 1% (41) 31/4 (83) 12 ga 12 ga - • • • • - - P5500 134 (41) 2' /e (62) 12 ga - 0.109 (28) ■ • ■ ■ - - CHANNELS & COMBINATIONS IN DESCENDING ORDER OF STRENGTH 'Cbannel .Area, ' • In' {Cm')', Weight ' ( I. _ s -' _ )., In! oat').: In'(rnr')::.; Allow. Moment , In•tbs "(1'm) 0.- P5001 1.793 " 11.57 6.10 - " 9.1 ' 6.227 259.2 1.916 31.4 4$180 5,440 P1004A 1.965 12.68 6.68 9.9 P4101 4.068 169.3 , 1.669 27.4 41,980 4,740 P5501 1.452 9.37 4.94 7.3 0.342 2.21 2.805 116.8 1.151 18.9 28,940 3,270 P1001 C41 2.221 14.33 7.55 11.2 1,66 2.5 1.856 77.2 1.142 18.7 28,720 3,250 P5000 0.897 5.78 3.05 4.5 0.077 3.2 1.098. 45.7 0.627 10.3 15,770 1.780 P1001 1.111 7.16 3.78 5.6 0.086 1.4 0.928 38.6 0.571 9.4 14,360 1.620 P1101 0.835 5,39 2.84 4.2 1,800 200 0.733 30.5 0.451 7.4 11,340 1,280 P3001 1.000 6.45 3.40 5.1 P6001 0.591 24.6 0.430 7.0 10,810 1,220 P5500 0.726 4.68 2.47 37 0.290 1.87 0.522 21.7 0.390 64 9,820 1.110 P2001 0.684 4 41 2.32 3 5 0.83 1,2 0.618 25 7 0.381 6.2 9,570 1,080 P9200 0.489 3.16 2.23 3.3 0.017 0.7 0.279 11.6 0.297 4.9 7,480 850 0.132 0.85 0.492 1.67 0.022 0.4 0.358 0.265 6,670 A5000 3.17 2.5 510 60 14.9 4.3 750 A1001 0.609 3.93 2.07 3.1 P7000 0.302 12.6 0.242 4.0 6,070 690 P9000 0.387 2.50 1.88 2.8 0.166 6.9 0.205 3.4 5,150 580 P1000 0.555 3.58 1.89 2.8 0.185 7.7 0.202 13 5,070 570 P3301 0.790 5.10 2.69 4.0 0.176 7.3 0.201 3.3 5,060 570 Combinations not shown in catalog are available on special order. Consult factory for more details. Area` Weight 1 Channel ' ;.In3.(cm_ ,. Ib&ft gtm) ,ht` (cr s • . In3(cm ) . Allow. Moment In-ihs Port , P1100 0.418 2.69 1.42 2.1 0.145 6.0 0.162 2.6 4,060 460 P3000 0.500 3.23 1.70 2.5 0.120 5.0 0.153 2.5 3,850 430 P4101 0.579 3.74 1.97 2.9 0.117 4.9 0.143 2.4 3,610 410 P2000 0.342 2.21 1.16 1.7 0.125 5.2 0.140 2.3 3,520 400 P4001 0.478 3.14 1,66 2.5 0.104 4.3 0.128 21 3,210 360 A3301 0.459 2.96 1.56 2.3 0.077 3.2 0.103 1.7 2,590 290 A1000 0.305 1.96 1.04 1.5 0.061 25 0.086 1.4 2,170 250 P3300 0.395 2.55 1.34 2.0 0.037 1.5 0.072 1.2 1,800 200 A4001 0.264 1.70 0.90 1.3 0.037 1.5 0.058 1.0 1,470 170 P6001 0.213 1.38 0.73 1.1 0.045 1.9 0.055 0.9 1,400 160 P4100 0.290 1.87 0.98 1.5 0.026 1.1 0.054 0.9 1,360 150 P4000 0,244 1.57 0.83 1,2 0.023 0.9 0.049 0.8 1,230 140 A3300 0.230 1.48 0.78 1.2 0.017 0.7 0.038 0.6 950. 110 A4000 0.132 0.85 0.45 0.7 0.008 0.3 0.022 0.4 560 60 P6000 0.107 0.69 0.36 0.5 0.009 0.4 . 0.020 0.3 510 60 P7001 0.148 0.96 0.50 0.8 0.007 0.3 0.018 0,3 460 50 P7000 0.074 0.48 0.25 0.4 0.002 0.1 0.007 0.1 170 20 1%* Framtn SS"itet t', • UNISTRUT ,440attoi LerLBvacing Load Reduction & Bearing Loads LATERAL BRACING LOAD REDUCTION CHARTS Span LOAD 1 IITI I% -4f LOAD - 41 -- S-40111.1111111- -.- 1 Single Channel -.. LOAD ro.41 1 1 - Double Channel Beadng Lenjth SW (82 mm) Maximum able Loads Ft (ni) , In (cm) P1000 P1100 P2000 P3000 P3300 P4000 P4100 P5000 P5500 P1001: P1101 P2001 P3001 P3301 P4001 P4101 P5001 P5501 2 (0.61) 24 (61) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 (0.91) 36 (91) 0.94 0.89 0.88 0.96 1.00 0.94 0.98 0.85 0.89 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4 (1.22) 48 (122) 0.88 0.78 0.75 0.91 1.00 0.88 0.94 0.70 0.77 1.00 0.98 0.98 1.00 1.00 0.98 1.00 0.97. 0.98 5 (1.52) 60 (152) 0.82 0.68 0.61 0.88 0.98 0.83 0.91 0.55 0.67 0.97 0.93 0.92 0.98 1.00 0.93 0.96 0.90 0.93 6 (1.83) 72 (183) 0.78 0.59 0.48 0.84 0.97 0.79 0.89 0.44 0.58 0.93 0.87 0.85 0.95. 0.97 0.88 0.92 0.83 0.87 7 (2.13) 84 (213) 0.75 0.52 0.41 0.82 0.96 0.75 0.86 0.38 0.51 0.89 0.82 0.78 0.92 0.95 0.83 0.89 0.76 0.81 8 (2.44) 96(244) 0.71 0.47 0.35 0.79 0.94 0.72 0.84 0.33 0.46 0.85 0.76 0.71 0.88 0.92 0.79 0.85 0.68 0.76 9 (2.74) 108 (274) 0.69 0.43 0.32 0.77 0.93 0.69 0.82 0.30 0.42 0.81 0.70 0.64 0.85 0.90 0.74 0.81 0.61 0.70 10 (3.05) 120 (305) 0.66 0.40 0.29 0.75 0.92 0.66 0.80 0.28 0.40 0.78 0.65 0.57 0.82 0.87 0.69 0.78 0.54 0.64 12 (3.66) 144 (366) 0.61 0.36 0.25 0.70 0.89 0.60 0.76 0.24 0.36 0.70 0.54 0.45 0.76 0.82 0.60 0.71 0.43 0.53 14 (4.2 168 (427) 0.55 0.32 0.23 0.66 0.86 0.55 0.73 0.22 0.32 0.63 0.45 0.38 0.70 0.78 0.51 0.64 0.35 0.45 16 (4.88) 192 (488) 0.51 0.30 0.21 0.62 0.84 0.50 0.69 0.21 0.30 0.56 0.39 0.32 0.64 0.73 0.44 0.57 0.30 0.39 18 (5.49) 216 (549) 0.47 0.28 0.19 0.58 0.81 0.47 0.65 0.19 0.28 0.49 0.34 0.28 0.58 0.68 0.39 0.50 0.27 0.34 20 (6.10) 240 (610) 0.44 0.26 0.18 0.54 0.78 0.43 0.61 0.18 0.26 0.44 0.31 0.25 0.52 0.63 0.35 0.45 0.24 0.30 BEARING LOADS ON UNISTRUT CHANNEL Loads are calculated based on 2001 Specification For The Design Of Cold Formed Steel Structural Members published by AISI LOAD 1 IITI I% -4f LOAD - 41 -- S-40111.1111111- -.- 1 .„...p.....„., -4-.' Z LOAD ro.41 1 1 Bearing Length 1W (41 mm) . Bearing Length' „iii" (41 mm) ' Beadng Lenjth SW (82 mm) Maximum able Loads Maximum Aliovadde Loads . , Maximum Allowable Loads Channel lbilkhl)• Lbs pok9 . Lbs (14.01) - P1000 6,700 3,100 7,700 29 14 92 P1100 3,500 1,700 4,000 15 7 18 P2000 2,500 1,200 3,000 11 •5 13 P3000 6,700 3,200 7,700 29 14 34 P3300 6,800 3,200 7,800 29 14 34 P4000 2,600 1,200 3,000 9 5 13 P4100 3,500 1.800 4,100 16 8 18 P5000 6,500 3,000 7.500 18 13 33 P5500 6,600 3,100 7,600 •29 14 33 '56 ' .0, 10939stern P5000 & P5001 Channels P5000 - BEAM LOADING Span In Max Dell. at Allowable .. ' : Uniform Uniform Load= - - -' Load .Lbs . ' In Uniform Loading at Deflection Span/180 Span/240 Span1360 Lbs Lbs Lbs 24 5,260 0.03 5,260 5,260 5,260 36 3,500 0.07 3,500 3,500 3,500 48 2,630 0.12 2,630 2,630 2,630 60 2,100 0.18 2,100 2,100 1,920 72 1,750 0.26 1,750 1,750 1,330 84 1,500 0.36 1,500 1,470 980 96 1,310 0.47 1,310 1,120 750 108 1,170 0.59 1,170 890 590 120 1,050 0.73 960 720 480 144 880 1.06 670 500 330 168 750 1.43 490 370 240 192 660 1.88 370 280 190 216 580 2.35 300 220 150 240 530 2.95 240 180 120 P5000 - COLUMN LOADING Unbraced Height:, " In MaXimurn Allowable , ' Max mum Column Load Applied at C.G. Load at Slot Face , >,K = 0:65' . K: =0.80 K 1.0 . :° K =12 Lbs, Lbs Lbs.- Lbs :. Lbs: 24 5,650 16,870 15,180 12,850 10,600 36 4,690 13,140 10,600 7,650 5,660 48 3,560 9,550 6,860 4,790 3,660 60 2,730 6,680 4,790 3,450 2,710 72 2,160 4,980 3,660 2,710 2,170 84 1,760 3,950 2,960 2,240 1,820 96 1,500 3,270 2,500 1,930 1,580 108 1,310 2,800 2,170 1,690 1,390 120 1,170 2,450 1,930 1,510 3,210 144 980 1,980 1,580 0.57 « 168 850 1,670 1,340 « « P5000/P5001 - ELEMENTS OF SECTION Parameter P5001. Area of Section Axis 1 -1 Moment of Inertia (I) 1.098 In' 6.227 In' Section Modulus (S) 0.627 In' 1.916 Ina Radius of Gyration (r) 1.107 In 1.864 In Axis 2 -2 Moment of Inertia (I) 0.433 In' 0.866 In' Section Modulus (S) 0.533 In' 1.066 Ina Radius of Gyration (r) 0.695 In 0.695 . In 0.897 In' 1.793 In' UNISTRUT P5001 - BEAM LOADING Span, In Max Allowable Uniform Load Lbs Del. at'' Uniform Load , < In Uniform Loading at Deflection Spa n /180 _ Span/240 -: Spard360 Lbs Lbs Lbs 24 6,890' 0.01 6,890* 6,890' 6,890' 36 6,890' 0.02 • 6,890' 6,890' 6,890' 48 6,890' 0.05 6,890' 6,890' 6,890' 60 6,420 0.10 6,420 6,420 6,420 72 5,350 0.14 5,350 5,350 5,350 84 4,590 0.19 4,590 4,590 4,590 96 4,020 0.25 4,020 4,020 4,020 108 3,570 0.32. 3,570 3,570 3,360 120 3,210 0.39 3,210 3,210 2,720 144 2,680 0.57 2,680 2,680 1,890 168 2,290 0.77 2,290 2,080 1,390 192 2,010 1.01 2,010 1,590 1,060 216 1,780 1.27 1,680 1,260 840 240 1,610 1.58 1,360 1,020 680 P5001 - COLUMN LOADING Unbraced-. Height . In Maximum Allowable ' Load; • ", at Slot Face Lbs Maximum Column Load Applied at C.O. . K. =0.65. K =0.80, K =1.0 K: =1.2 = _ Lbs Lbs Lbs Lbs 24 10,670 39,230 38,030 36,210 34,240 36 10,350 36,450 34,240 31,200 28,260 48 9,940 33,220 30,200 26,430 23,190 60 9,290 29,950 26,430 22,470 19,380 72 8,560 26,880 23,190 19,380 16,450 84 7,860 24,140 20,520 17,040 12,090 96 7,220 21,790. 18,370 13,330 9,250 108 6,600 19,790 16,450 10,530 7,310 120 5,760 18,130 13,330 8,530 144 4,390 14,020 9,250 « 168 3,420 10,300 6,800 « "" Notes: Load limited by spot weld shear. «KL/r >200 NR = Not Recommended. 1. Beam loads are given in (gMl uniform load (W Lbs) not uniform load (w Ibslft or w Ibs/in). 2. Beam loads are based on a simple span and assumed to be adequately laterally braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 56 for reduction factors for unbraced lengths. 3. For pierced channel, multiply beam loads by the following facto: "KO" Series 95% "T" Series 85% "HS" Series 90% "SL" Series 85% "H3" Series 90% "DS" Series 70% 4. Deduct channel weight from the beam loads. 5. For concentrated midspan pant loads, multiply beam loads by 50% and the corresponding deflection by 80 %. For other load conditions refer to page 18. 6. All beam loads are for bending about Axis 1-1. 49 Wire Rope Guidelines Breaking Strength Selection Criteria The table at right gives approximate factor values to apply for some specific applications. Note: These guidelines should be applied with caution because spe- cific applications may often have more stringent requirements. To determine breaking strength, multiply your factor and maximum Toad together. Factor x Maximum Load = Breaking Strength For example, if you are using a gantry crane, which has a factor of 5, and your maximum load is 1000 lbs., you'll need a wire rope with a mini- mum 5000 lbs. breaking strength: 5 x 1000 = 5000. Type of Service Minimum Factor Value Uses Guy Ropes 3.5 Wire Rope Slings 5 Overhead and Gantry Cranes 5 Small Electric and Air Hoists 5 Construction Class Selection Criteria Construction is the number of strands, the number of wires per strand, and the core composition used to make the wire rope. For example, a 6x 7 fiber core wire rope consists of six strands, each made with seven wires, and formed around a fiber core. The following common wire rope constructions are known as class constructions: 6x7, 6x19, 6x37, 7x19, and 8x19. Within a given class construction, the number of wires Is allowed to vary within established Industry guidelines. For example, a 6x 37 class fiber core rope may have 27 to 49 wires in one strand. Conte Class Features Uses 1x7 Characterized by relatively low flexibility, these single - strand constrictions are not suitable for use with drums and pulleys. Straight load applications such as bracing, guying, and standing rigging. 1 x19 6 x 7 As the number of wires per strand increases, flexibility Increases but crush resistance and abrasion resistance de- crease. IWRC constructions offer higher strength and more crush resistance than fiber cores. Six - strand wires have better crush resistance than seven - strand wires. fix] and 7xZ constructions ate _relatively less flexible an11.S1► 6x19 6x 37 suit lanyards, and mechanical power transmission ap 'cations. All oft ter constructions are commonly used for slings, hoisting, and running rigging. As drum and pulley diameters de- crease, you should use more flexible constructions. 7x7 7x19 3 x 7 Offered only in small diameters, constructions in this range are extremely flexible. Fishing cable, dial cable, and light duty controls. 7 x 3 6 x 42 Most flexible of the six - strand constructions, but with lower strength and less abrasion resistance. Ideal for hand lines and steering controls. 8x 19 Offers maximum flexibility. Note: Fiber core rope should not be used under heavy crushing loads. Flexibility makes this rope well suited for use with drums and pulleys. 19x7 The outer strands lay in the opposite direction of the inner strands, creating a rope that resists rotation under load. Effective in single -line hoist applications and where rotation - resistant properties are essential. MCMASTER -CARR. Copyright 0 2007 McMaster-Carr Supply Company. All rights reserved. Document 8912TAC Page 2 of 2 McMaster -Carr McMASTER•CARR, OVER 490,000 PRODUCTS Need help finding a product? E -mail or call (562) 692 -5911. Page 1 of 4 Type 302 and Type 304 Stainless Steel Wire Rope **: 1x7Strand 1x19 Strand 6 x 42 Fiber Core 3 x 7 Hollow Core 6x19 Class . IWRC 6 x 37 Class IWRC TA 7 x 3 Strand Cora 7 x 7 Strand Core 7 x 19 Strand 19 x 7 Strand Core Core All are preformed and unlubricated (unless noted). 1 x 7 and 1 x 19 Strand -Ideal for linear force applications, these single - strand constructions have good abrasion resistance, but low flexibility. The 1 x 19 strand is slightly more flexible, but less abrasion resistant than the 1 x 7 strand, • 3 x 7 Hollow Core - Perfect for light duty applications, this small diameter construction is extremely flexible. 6 x 19 and 6 x 37 Class IWRC -IWRC rope is stronger and more crush resistant than fiber core rope. The 6 x 37 construction is more flexible, but less abrasion resistant than the 6x19. 6 x 42 Fiber Core =This is the most flexible rope of all the six - strand constructions we offer. However, it is not as strong or abrasion resistant as the others. 7 x 3 Strand Core - Offered in small diameters, this rope provides more flexibility and higher fatigue resistance than single -strand constructions, but has a lower breaking. strength. 7 x 7 Strand Core and 7 x 19 Strand Core -These constructions are stronger. but.less flexible than 6 x 19 and 6 x 37 class constructions. The 7 x 19 dass construction is both more flexible and more fatigue resistant than the 7 x 7' construction. • 19 x 7 Strand Core -The most flexible of all our stainless steel constructions.. The center strand of this rope lays in the opposite direction of its outer strands, resulting in a rotation- resistant rope. To Order: Please specify length from those listed: continuous lengths greater than the longest length listed are also available. View additional information about selecting wire rope. Warning! Breaking strength should never be considered the rope's working load. 1 x 7 Strand Olt Type 302 Stainless Steel Type 304 Stainless Steel Breaking Dia Strength, lbs. _Available Lengths. R. Meets Spec. Per Ft. Per Ft.. - 0.012" 25 50, 100. 200, 300, 500 34587141 $0.08 3461T1 50.07 1164" 40 50. 100, 200. 300.500 3458711 .07 346172 .07 0.018" 55 50, 100, 200, 300, 500 34587142 .07 3461T3 .07 0.021" 80 50, 100, 200, 300, 500 _ 34587115 .07 346174 .07 0.024' 100 50,100.200.300,500 „_ 34587144 .07 348175 .07 0.027" 125 50, 100, 200, 300, 500 _ 34587145 .07 346176 .07 1/32" 150 50, 100, 200. 300, 500 MIL -DTL -87181 34587151 '. .10 3481761 .07 0.038" 260 50,100,200.300,500 _ 345871 .08 346178 .08 3/64" 375 50, 100,200,300.500 MIL -0TL - 87161 34587131 • .16 346179 .12 " ' 1/16" 500 50, 100, 200, 300, 500 MIL-DTI-87161 3458714' .23 3461711 .20 3/32" 1,200 25, 50, 100, 300, 500 _ 3458718 .42 3481712 .47 1re' 2,100 25, 50, 100, 300, 500 _ 3458717 .57 3461713 .62 ----, 3n6" 4202. . 10, 25, 50, 100, 300 3458719. 1.05 - :34617131 1.21. 114" 8.500 10, 25, 50, 100; 300 34587195 1.32 34617132 1.38 318" 18,000 5. 10, 25, 50, 100 . 345872 2.59 34817133 2.68 ' Lubricated. http: / /www.mcmaster.com/ 11/16/2012 MT. BAKER 6' Stone Hearth Oven Oven shown with optional stain) Hearth Capacity 8" pizzas 10" pizzas 12" pizzas 16" pizzas 18 -22 14 -16 10 -12 6 -8 sCODE C Q.PL� ANC APPROVED DEC 0 7 2012 The Mt. Baker Dual Burner, Gas -Fired oven features a standard door opening 36 inches wide x10 inches high. The inside diameter of the oven floor is 62 inches, resulting in a 22- square -foot cooking surface. The oven is approved for installation with a 1 -inch side clearance to combustible building materials. The dense, high- temperature ceramic formulation of which the hearth and dome are cast creates a "deep heat sink" within the chamber of the oven. The oven is primarily heated by an easily adjustable (105,000 -BTU max.) wall of radiant flame located at the rear of the cooking chamber. An 83,000 -B1U thermostatically controlled infrared burner mounted under the floor ensures constant temperatures. The combined effect of these heat sources es the Mt. Baker a very powerful and responsive stone hearth City of Tukwila BUILDING DIVISI Assuming 5- minute cook times, the approximate maximum hourly production capacity can be calculated by multiplying the above numbers by 12. OPTIONAL ACCESSORIES • Doorway and Service Panel Extensions • Stainless Steel or Black Granite Mantles • Stainless Steel Oven Tools • Custom Finishes • Exhaust Fan • Exhaust Hood RECEiv • Wood Burning Option CITYOFTU • Custom Wood Burning Accessories • Multiple Opening Options AEG :0 TIL ((Ti; Er S t o n M ongoing pr 9 ram of product improvement may require require us to change specifications without notice. . Revised July 2010 ANSI Z8.11b 2006 ANSIMSF 4 CSA 1.8b -2006 he 1,600- pound, monolithic, 4 -inch thick, cast - ceramic floor on 4 inches of rigid insulation. The 1,300- pound, monolithic e is cast to a thickness of at least 4 inches. The hearth and e are connected and supported by a carefully tensioned steel skeleton, which ensures structural integrity and long Iife.The body he oven rests on a 12 -gauge steel pan bolted to a heavy -duty nch angle iron stand. The oven is wrapped with at least 2 inches of spun ceramic fiber insulation and enclosed (top and sides) with 16 -gauge galvanized steel. The oven arrives completely assembled and ready to set in place. The oven vents through a flue collar located above the doorway. The Mt. Baker can be direct connected to a power - ventilated, grease - rated chimney or can be vented with a Listed Type 1 exhaust hood, or one constructed in accordance with NFPA 96 and all relevant local and national codes. The oven must be vented in accordance with all relevant local and national codes and in a manner acceptable to the authority having jurisdiction. Ovens ordered without a hood will have a round flue adapter installed to facilitate direct connection to D a round duct. A flue adapter is necessary only when the oven will LAbe direct connected. 012 NTER CORRECTION ,WOOD STONE CORPORATION 1801 W. Bakerview Rd. Bellingham, WA 98226 USA Toll Free (800) 988 -8103 Tel (360) 650 -1111 Fax (360) 650 -1166 info@woodstone-corp.com or visit www.woodstone - corp.com MT. BAKER 6' Stone Hearth Oven J I-- 44" --I Top View 21/2" GAS INLET 3/4" N.P.T 76" 44" Front View 16 ga. GALVANIZED STEEL SHELL MANTLE (OPTIONAL) MANUAL CONTROL VALVE FOR RADIANT BURNER CONTROLLER STAINLESS STEEL SERVICE/AIR INTAKE PANEL. If not used, equivalent access and air intake must be provided in this same location. TOE KICK (INCLUDED) INSTALLS HERE 73 1/2" 461/2" 56" 841/4" 120 VAC CONNECTION MANTLE (OPTIONAL) 81/4 "J 3 1/2" 11 1/4" — 38 1/4" — 10" I.D. Flue Adapter 01111111%- Side View 12112' --I I 312' THERMOSTATICALLY �� Inside Diameter 2 3/4' MANTLE 1- CONTROLLED INFRARED UNDERFLOOR BURNER (OPTIONAL) 4 ' T■iirrdir TAW-r l 7 N. lai -1.0 MANUAL CONTROL KNOB FOR RADIANT BURNER 62" f 1712" 201/2" 10" 461/2" 56" Model WS- MS- 6- RFG -IR UTILITIES REQUIRED 1. 120 -VAC/ 1.1 -AMP Electrical Supply 2. 188,000 -BTU Natural Gas Supply OR 159,000 -BTU Propane (LP) Supply FACADE INFORMATION 1. All facades or enclosures are by others; see installation information for details. 2. Any facade or enclosure below the mantle allow the following: a) Unobstructed access 20 inches to each side of centerline for removal of service / intake panel. b) Easy access to all controls. c) Sufficient combustion air for gas burners; see installation information for details. VENTING INFORMATION The oven vents through a flue collar located above the doorway. The Mt. Baker can be direct connected to a power- ventilated, grease -rated chimney or can be vented with a Listed Type 1 exhaust hood, or one constructed in accordance with NFPA 96 and all relevant local and national codes. The oven must be vented in accordance with all relevant local and national codes and in a manner acceptable to the authority having jurisdiction. Ovens ordered without a hood will have a round flue adapter installed to facilitate direct connection to a round duct. A flue adapter is necessary only when the oven will be direct connected. Unit Shipping Weight: 4,600 lbs. flL ANSI Z83.11b -2008 ANSI/NSF 4 4 CSA 1.8b -2006 Stone, An ongoing program of product improvement may require us to change specifications without notice. Revised July 2010 WOOD STONE CORPORATION 1801 W. Bakerview Rd. Bellingham, WA 98226 USA Toll Free (800) 988 -8103 Tel (360) 650 -1111 Fax (360) 650 -1166 info @woodstone - corp.com or visit www.woodstone - corp.com Installation and Operation Manual MOUNTAIN SERIES Stone Hearth Oven Dual Burner, Gas -Fired Models MT. CHUCKANUT WS- MS- 4- RFG -IR, RFG -IR -NAP MT. ADAMS WS -MS -5- RFG -IR, RFG -IR -NAP MT. BAKER WS- MS- 6- RFG -IR, RFG -IR -NAP MT. RAINIER WS- MS- 7- RFG -IR, RFG -IR -NAP WOOD STONE CORPORATION 1801 W. Bakerview Rd. Bellingham, WA 98226 USA Toll Free (800) 988 -8103 www.woodstone- corp.com Tel (360) 650 -1111 Revised October 2010 Fax (360) 650 -1166 { TABLE OF CONTENTS Mountain Series Installation and Operation Manual AIM TABLE OF CONTENTS MOUNTAIN SERIES UNLOADING AND MOVING INSTALLATION CLEARANCES FACADE DETAILS OUTDOOR INSTALLATIONS GAS SPECIFICATIONS ELECTRICAL SPECIFICATIONS OVEN VENTING FLUE ADAPTER VENTING DO'S AND DONT'S ASSEMBLY MANTLE MOUNTING ASSEMBLY ASSEMBLY DIAGRAM STUCCO APPLICATION OVEN START -UP FLAME HEIGHT CONTROL PERIODIC THERMAL CLEANING TROUBLESHOOTING GUIDE OPERATION SEQUENCE 120 V ELECTRICAL DIAGRAM 240 V ELECTRICAL DIAGRAM INTERLOCK DIAGRAM LIMITED WARRANTY 2 4 5 7 8 9 11 12 14 16 24 25 26 27 28 30 33 34 35 36 37 38 39 40 An ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com 3 2 MOUNTAIN SERIES Mountain Series Installation and Operation Manual AIL INSTALLATION AND OPERATION MANUAL THE WOOD STONE MOUNTAIN SERIES STONE HEARTH COOKING EQUIPMENT WS- MS -(4, 5, 6, 7)- RFG -IR MODELS (INCLUDES NAPLES MODELS) GAS -FIRED OVEN ADDITIONAL COPIES AVAILABLE UPON REQUEST IF THIS OVEN IS NOT PROPERLY INSTALLED A FIRE MAY RESULT. TO REDUCE THE RISK OF FIRE, FOLLOW THESE- INSTALLATION INSTRUCTIONS. A MAJOR CAUSE OF OVEN RELATED FIRES IS FAILURE TO MAINTAIN REQUIRED CLEARANCES (AIR SPACES) TO COMBUSTIBLE MATERIALS. IT IS OF UTMOST IMPORTANCE THAT THIS OVEN BE INSTALLED ONLY IN ACCORDANCE WITH THESE INSTRUCTIONS. M ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone- corp.com MOUNTAIN SERIES Mountain Series Installation and Operation Manual AIL WOOD STONE MOUNTAIN SERIES GAS -FIRED OVEN OPERATING INSTRUCTIONS DO NOT THROW THIS MANUAL AWAY RETAIN THIS MANUAL FOR FUTURE REFERENCE Additional copies of this manual and prompt responses to service /maintenance questions are available from Wood Stone Q 1- 800 - 988 -8103. IMPORTANT: Consult your local gas supplier for a statement outlining a procedure to be followed in the event you smell gas. Post the statement in a prominent location. J FOR YOUR SAFETY: Do not store or use gasoline or other flammable vapors or liquids in the vicinity of this or any other appliance. Also, always keep the area under and around this appliance free and clear of any and all combustible materials. IMPORTANT It is ---- .Y.Y_.-J_J that th l.. oven be installed, maintained serviced authorized professionals. WARNING: Improper installation, adjustment, alteration, service or maintenance can result in property damage, injury or death. Read the installation, operation and maintenance instructions thoroughly before installing or servicing this equipment. WARNING: This product must be installed by a Licensed Plumber or Gas Fitter when installed within the Commonwealth Of Massachusetts. Wood Stone's gas -fired ovens have been tested and approved by lntertek Testing Services, and are ETL Listed to ANSI Z83.11 b - 2006, CSA 1.8b -2006 and to NSF /ANSI Standard 4 - 2009e 01) cEDus cm ANSI Z83.11b -2006 ANSUNSF STD 4 CSA 1.8b- 2006 Please read this entire manual before you install the oven. Failure to follow instructions may result in property damage, bodily injury or even death. Contact your local building or fire officials about restrictions and installation inspection in your area. J An ongoing program of product Improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com 3 4 UNLOADING AND MOVING Mountain Series Installation and Operation Manual LIFTING THE OVEN 1. USING A CRANE The oven arrives with four lifting eyes attached. When craning a Wood Stone oven, use a spreader bar with a two- legged sling rigged on each end. The spreader bar should be of a sufficient length to keep the sling from contacting the oven. NOTE: Once lifting eyes are no longer needed, remove the lifting eyes one at a time AND BE SURE TO REPLACE THE BOLTS THAT ATTACH THE OVEN TO THE STAND. 2. USING A FORKLIFT Be sure to use a forklift rated to lift more than the oven weighs as shown below. Fork length must be at least 6 feet, if not, fork extensions should be used. The oven stand is equipped with fork pockets just above the angle iron base. The oven is very top heavy so spread the forks as far apart as possible. 3. USING A PALLET JACK Once the oven has been removed from the delivery vehicle, it can easily be moved on flat surfaces using a pallet jack. To lift the oven with a pallet jack, remove the front and rear angle iron stabilizers from the base of the oven stand and place a stout 4x4 post through the fork pocket as shown. THE OVEN IS VERY TOP- HEAVY, MOVING THE OVEN UP OR DOWN A RAMP ON A PALLET JACK IS NOT SAFE! 1� Lifting Eyes Model # Oven Approximate Weight Minimum Fork Length Required Required Forklift WS -MS -4 Mt. Chuckanut 2,400 lbs. 4' 5,000 lbs. WS -MS -5 Mt. Adams 3,600 lbs. 5' 6,000 lbs. WS -MS -6 Mt. Baker 4,600 lbs. 6' 6,000 lbs. WS -MS -7 Mt. Rainier 6,000 lbs. 7' 9,000 lbs. DO NOT TURN THE OVEN ON ITS SIDE! Contact Wood Stone if the oven must be turned on its side for specific instructions. Moving a Wood Stone oven can present interesting challenges to even the most experienced riggers. Take your time, use your head, secure the proper equipment and make safety your first priority. Please don't hesitate to call the factory for technical support. DELIVERY NOTE: The customer will receive an Oven Shipping Notification when the oven leaves the Wood Stone factory. This will include a PRO# and a trucking company contact number. Wood Stone recommends that you confirm the delivery date /time with the trucking company before committing to heavy equipment and /or labor. Our goal is a smooth and safe delivery. Thank you. J M ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone- corp.com INSTALLATION CLEARANCES Mountain Series Installation and Operation Manual AIL IF THIS OVEN IS NOT PROPERLY INSTALLED A FIRE MAY RESULT. TO REDUCE THE RISK OF FIRE, FOLLOW THESE INSTALLATION INSTRUCTIONS. A MAJOR CAUSE OF OVEN RELATED FIRES IS FAILURE TO MAINTAIN REQUIRED CLEARANCES (AIR SPACES) TO COMBUSTIBLE MATERIALS. IT IS OF UTMOST IMPORTANCE THAT THIS OVEN BE INSTALLED ONLY IN ACCORDANCE WITH THESE INSTRUCTIONS. WARNING: Installation and servicing of this product could expose you to glasswool /ceramic fibers as well as Calcium Silicate dust. ALWAYS WEAR RESPIRATORY AND EYE PROTECTION WHEN INSTALLING OR SERVICING THIS APPLIANCE. Please read this entire manual before you install the oven. Failure to follow instructions may result in property damage, bodily injury or even death. Contact your local building or fire officials about restrictions and installation inspection in your area. CLEARANCES 1. The Wood Stone gas -fired oven must have a minimum 1 "clearance to combustibles from all sides, and 14" clearance to combustibles from the top (see Installation Clearances illustration) If building a facade that will contact the oven, use completely non - combustible materials *. Please note that standard dry-wall (or sheet rock) is considered a combustible. 2. Any facade above and /or 6" to either side of the oven doorway, must be constructed of non - combustible building materials. 3. cnstall this oven only on a non - combustible floor surface. The non - combustible floor surface should extend 36" out in front of the oven, and extend 30" to either side of the oven doorway. NOTICE: FOR STUCCO COVERED OVENS (MODEL NUMBERS ENDING IN 'S'), 36" CLEARANCE TO COMBUSTIBLE BUILDING MATERIALS IS REQUIRED. *When non - combustible building materials contact the body of the oven, the clearances to combustibles are transferred to those non - combustibles. Please read this entire manual before you install the oven. Failure to follow instructions may result in property damage, bodily injury or even death. Contact your local building or fire officials about restrictions and installation inspection in your area. An ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com 5 6 INSTALLATION CLEARANCES Mountain Series Installation and Operation Manual AI THE FOLLOWING CLEARANCE INFORMATION APPLIES TO ALL WOOD STONE MOUNTAIN SERIES (NON- STUCCO) OVENS Combustible Building Material Hatched area represents area above and 6" to either side of the oven doorway. Any facade materials above and 6" to either side of the doorway of the oven, must be NON- COMBUSTIBLE. 14 "Top clearance to combustible building materials. 1" Side clearance to combustible building materials. Note: 0" side and top clearance to non - combustible materials, however the respective clearances to combustibles are transferred to those non - combustibles. M ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info@woodstone- corp.com or visit www.woodstone - corp.com FACADE DETAILS Mountain Series Installation and Operation Manual Wood Stone Mountain Series (MS- Models) ovens carry an ETL Sanitation listing. The oven interior only is ETL listed to NSF /ANSI Standard 4 This means that the surfaces of the oven which are meant to be left exposed after the facade has been put in place, have been evaluated from the standpoint of sanitation and food safety and found to comply with NSF/ ANSI Standard 4. To operate the oven in accordance with NSF /ANSI Standard 4, only pizza and bread products may be cooked directly on the floor of the oven. Other types of food may be cooked on or in pans, or other suitable containers to prevent spillage onto the oven deck. rer AMIIVI A VA If using an exhaust hood over the oven, make sure your facade allows for the proper access for removal of the hood filters! Removable Service Panel or Storage Box. Allows access for service of gas and electrical components. If this panel is not used, access and air intake of equivalent dimensions MUST be provided at the front of the oven. Go to www.woodstone - corp.com for detailed instructions for constructing a facade around a Wood Stone Oven. Hatched areas shall not be exposed after installation of facade. Any facade above and /or within 6" to either side of the doorway must be constructed of non - combustible building materials An ongoing program of product Improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone- corp.com 7 8 OUTDOOR INSTALLATIONS Mountain Series Installation and Operation Manual The Mountain Series (MS and MH) model ovens are ETL approved for outdoor installation. When installed outdoors, the open area beneath the oven must be enclosed, with the exception of the perforated area on the front service panel (or storage box) for air intake. The oven may be installed in a weatherproof enclosure. If so be sure to maintain all clearances and adhere to the installation requirements included in this manual. Wood Stone also offers the following options to enclose the area beneath the oven: Lower Lagging Kit Stand Wrap Kit f KEEP THE AREA AROUND AND BENEATH THE OVEN CLEAR OF GRASS, LEAVES, AND OTHER COMBUSTIBLE MATERIALS. An ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com GAS SPECIFICATIONS Mountain Series Installation and Operation Manual AIL The Wood Stone Gas ovens are equipped with a 3/4" NPT gas connection located at the rear left of the oven. Have a licensed gas installer provide the hook -up and test all fittings and pipe connections for leaks. Use approved gas leak detectors (soap solutions or equivalent) over and around the fittings and pipe connections. DO NOT USE FLAME TO TEST FOR LEAKS! SV -2 is the gas control valve that operates the interior radiant burner. SV -2 is located at the rear left beneath the oven. The manifold pressure test port for the radiant burner is a 1/8" NPT plugged tapping located at the base of the T- junction between the SV -2 and the radiant/interior burner. The burner manifold pressure has been adjusted and tested at the factory. A variety of factors can influence this pressure, so be sure to test the burner manifold pressure and adjust the valve as necessary to achieve the specified pressure. NOTE: The gas valve is shipped in the 'ON' position. This oven requires no modifications or adjustments for use at high altitudes. Factory specified individual burner manifold pressures for RFG -IR models equipped to burn Natural Gas. Model SV -1 SV -2 WS- MS- 4- RFG -IR -NG 3.5" 5" WS -MS -5- RFG -IR -NG 3.5" 4.75" WS- MS- 6- RFG -IR -NG 3.5" 4.75" WS- MS- 7- RFG -IR -NG 3.5" 4.6" Factory specified individual burner manifold pressures for RFG -IR models equipped to burn Propane (LP). Model SV -1 SV -2 WS- MS- 4- RFG -IR -LP 9" 7" WS -MS -5- RFG -IR -LP 9" 8" WS- MS- 6- RFG -IR -LP 9" 8" WS- MS- 7- RFG -IR -LP 9.2" 9.5" Model SV -1 SV -2 WS- MS- 4- RFG -IR -HLP 9" 7" WS -MS -5- RFG -IR -HLP 9" 8" WS- MS- 6- RFG -IR -HLP 9" 8" WS- MS- 7- RFG -IR -HLP 9.2" 9.5" An ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com 9 10 r GAS SPECIFICATIONS Mountain Series Installation and Operation Manual HOURLY NATURAL GAS BTU INPUT RATES FOR WOOD STONE GAS OVENS Model Hourly BTU Input Rate WS- MS- 4- RFG -IR -NG 115,000 WS -MS -5- RFG -IR -NG 188,000 WS- MS- 6- RFG -IR -NG 188,000 WS- MS- 6- RFG -IR- NAP -NG 218,330 WS- MS- 7- RFG -IR -NG 220,000 Note: For MS -4, 5, 7- RFG -IR- NAP -NG models there is no change in BTU's. HOURLY PROPANE BTU INPUT RATES FOR WOOD STONE GAS OVENS Model Hourly BTU Input Rate Model Hourly BTU Input Rate WS- MS- 4- RFG -IR -LP 102,000 WS -MS -4- RFG -IR -HLP 115,000 WS -MS -5- RFG -IR -LP 159,000 WS -MS -5- RFG -IR -HLP 188,000 WS- MS- 6- RFG -IR -LP 159,000 WS- MS- 6- RFG -IR -HLP 188,000 WS- MS- 6- RFG -IR- NAP -LP 218,330 WS- MS- 6- RFG -IR- NAP -HLP 218,330 WS- MS- 7- RFG -IR -LP 227,000 WS- MS- 7- RFG -IR -HLP 227,000 Note: For MS -4, 5, 7- RFG -IR- NAP -LP models there is no change in BTU's.Wood Stone recommends that the ap- pliance's individual shutoff valve (supplied by others) be left readily accessible. Wood Stone also recommends that inspection and maintenance of the burners and gas piping connections of this appliance be performed at regularly scheduled intervals and only by professional gas appliance service agencies. GAS CODE LIMITATIONS The installation of this appliance must conform with local codes, or in the absence of local codes, with the National Fuel Gas Code, ANSI Z223.1, The Natural Gas installation Code CAN/CGA-B149.1 or the Propane Installation Code, CAN/ CGA-B149.2, as applicable including: The appliance and its individual shutoff valve (supplied by others) must be disconnected from the gas supply piping system during any pressure testing of that system at test pressures in excess of 1/2 psi (3.45 kPa). The appliance must be isolated from the gas supply piping system by closing its individual manual shutoff valve (supplied by others) during any pressure testing of the gas supply piping system at test pressure, equal to or Tess than 1/2 psi (3.45 kPa). M ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com i ELECTRICAL SPECIFICATIONS Mountain Series Installation and Operation Manual Incoming power should be connected to the terminal strip located in the transformer junction box beneath the oven (see diagram below). The standard oven model comes configured for connection to a 120 V circuit. The oven can be ordered configured for connection to a 240 V circuit. Always refer to the equipment data plate beneath the oven to verify the proper voltage. The voltage is also specified on the transformer box cover. Never connect an oven rated 120 V to a 240 V circuit or vice versa. It is recommended that the oven be connected to its own individual branch circuit. Have a licensed electrician connect the oven to the appropriate 120 V or 240 V circuit. Electrical diagrams are located directly to the right, behind the removable service /intake panel of the appliance as well as inside the control box. Electrical diagrams are also located near the end of this manual. See the Front Panel Aseembly section of this manual for the location of the transformer housing. ELECTRICAL RATINGS: 120 V, 2 amp 240 V, 1 amp ELECTRICAL CODE LIMITATIONS ELECTRICAL GROUNDING: This appliance must be electrically grounded in accordance with local codes, or in the absence of local codes, with the National Electrical code, ANSI /NFPA 70 or the Canadian Electrical Code, CSA C22.1 as applicable. Terminal Strip location An ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com 11 12 OVEN VENTING Mountain Series Installation and Operation Manual The following are the manufacturer's recommendations for venting the Wood Stone MS (Mountain Series) RFG -IR ovens. It is never appropriate to use "B vent" in any part of an exhaust system connected to a Wood Stone oven. All duct material must be manufactured to the specifications of a grease duct. Submit your venting plans to your local authorities before proceeding with your installation, as there may be additional requirements in your area. All non -solid fuel venting systems should be inspected and cleaned at least every 3 months. THERE ARE THREE OPTIONS: 1. Direct Connection: A listed building heating appliance chimney, also listed as a grease duct as described in NFPA 96, connected directly to the oven flue collar and provided with a power ventilator listed for restaurant appliance exhaust. The power ventilator should be rated for a minimum of 300° F. Wood Stone does not recommend the use of an in -line fan. A field built grease duct, constructed and installed to the specifications of a grease duct as detailed in NFPA 96 or the International Mechanical Code, may also be used. A static pressure of -0.1 inches water column is necessary at the oven flue collar to ensure that flue gas temperatures do not exceed 300° Fahrenheit at the fan inlet. This measurement may be taken by inserting the probe of the magnahelic gauge through the oven doorway, upwards to the oven flue collar. The CFM required to attain this static pressure will depend on the configuration of your particular installation but will probably be between 500 and 700 CFM. NOTE: Double door ovens (Models ending in DD), have two flue collars, both must be connected and a static pressure of negative 0.1 inches must be maintained at each collar. NOTE: If your MS -5, MS -6, or MS -7 oven is ordered from Wood Stone without a hood, it will have a round flue adapter installed to facilitate direct connection to a round duct. If the oven is to be installed under a hood, it MAY be necessary to remove the round adapter to properly position the hood. This is done by removing the screws that attach the adapter to the oven. Please contact Wood Stone if you have any questions. OVEN MODEL SERIES FLUE COLLAR I.D. (NOMINAL) Mt. Adams WS -MS -5 10 inch Mt. Baker WS -MS -6 10 inch Mt. Rainier WS -MS -7 10 inch Collar I.D. Flue Adapter NOTE: MS -4 ovens come standard with a round 8" O.D. collar and do not require the flue adapter for a direct connection. Install the venting system in accordance with the duct manufacturer's instructions and in accordance with all local codes. All field built components should be built to the applicable codes and standards and are subject to the approval of the authority having jurisdiction. M ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone- corp.com OVEN VENTING Mountain Series Installation and Operation Manual AIL INSTALLATION VIEWS OF A WOOD STONE HOOD Allow sufficient opening between any facade and the inside edge of the front of the hood to allow for filter removal and hood cleaning. Any front facade wall should not be built any higher than the top of the oven to allow for access to the filter. 2. A Listed Type 1 Exhaust Hood or one that is constructed and installed in accordance with all relevant Local and National Codes. Wood Stone offers eyebrow -type hoods designed specifically for Wood Stone ovens. See specification sheet on ventilators for Wood Stone ovens. Note that the notch of the hood is even with the front edge of the oven. The hood must be installed in accordance with the hood manufacturer's instructions, and with NFPA 96 and /or the applicable local and national codes. 3. Exhaust from Wood Stone gas -fired ovens (RFG models) can be vented using one of the previously mentioned methods OR can be combined with exhaust from other equipment, assuming the common duct meets the construction requirements listed in #1. If the Wood Stone oven is installed using the direct connect method, and is going to be tied into a common duct that is connected to any hoods; the system must be engineered so that the duct pressure at the oven flue collar is -0.1 inches W.C. ( -0.14 inches W.C. for solid fuel models). Failure to properly engineer the venting system will severely compromise oven performance and reliability. Tying a direct connected Wood Stone oven into a common duct may not be a feasible solution for many installations. In these cases the oven must either be vented separately, or vented using a Type 1 hood. It is never appropriate to use "B vent" in any part of an exhaust system connected to a Wood Stone oven. All duct material must be manufactured to the specifications of a grease duct. Due to the possibility of sparks entering the duct, exhaust systems serving solid fuel equipment MUST not be combined with exhaust systems serving other (non -solid fuel) equipment. VERY IMPORTANT! WOOD STONE RECOMMENDS THAT YOU SUBMIT YOUR VENTING PLANS TO LOCAL CODE AUTHORITIES BEFORE PROCEEDING WITH INSTALLATION. An ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com 13 14 FLUE ADAPTER Mountain Series Installation and Operation Manual AIL MOUNTAIN SERIES OVENS -- FLUE ADAPTER The flue adapter unit is designed to facilitate connection to a round duct. Use the stainless steel screws provided to attach the flue adapter to the exhaust outlet on the oven. NOTE: If using a Selkirk or other modular -type duct, attach according to the manufacturer's instructions. Otherwise, the duct must be attached with a full perimeter weld. All duct must be grease -rated duct. If the oven is going to be enclosed, the flue adapter and exhaust outlet must be wrapped with an insulating material approved for use with a grease -duct. Flue adapter FLUE ADAPTER -- shown attached to oven flue collar If the oven is to be enclosed, wrap with an approved insulation. 4 M ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone- corp.com OVEN VENTING Mountain Series Installation and Operation Manual AIL VERY IMPORTANT! WOOD STONE RECOMMENDS THAT YOU CONSULT WITH A QUALIFIED MECHANICAL ENGINEER AND SUBMIT YOUR VENTING PLANS TO LOCAL CODE AUTHORITIES BEFORE PROCEEDING WITH INSTALLATION. FIRE SUPPRESSION Check with your local code officials to see if fire suppression is required in your area. If fire suppression is required, you must vent the oven using a Type 1 hood constructed and installed in accordance with NFPA 96. If fire suppression is required, Wood Stone recommends providing protection for the hood and duct plenum. The fusible link in the hood must be rated at 450° F minimum. Wood Stone offers UL Listed Exhaust hoods for our ovens that are pre -piped for ANSUL R -102 fire suppression. Wood Stone does not recommend aiming any fire suppression nozzles into the cooking chamber of the oven. All installations are subject to the approval of the local authority having jurisdiction. M ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone- corp.com 15 16 VENTING DO'S AND DON'TS Mountain Series Installation and Operation Manual VENTING DO'S AND DON'TS When installing a Wood Stone Mountain Series oven there are some basic guidelines to follow with regards to oven venting that will help ensure proper operation and performance of the gas burners on the oven. These guidelines will also help prevent damage to the oven gas and electrical components due to improper venting and installation. Damage caused by improper venting and installation is not covered by the oven Warranty. This information applies to all Wood Stone Mountain Series (MS) ovens equipped with 1 or more gas burners. Most Wood Stone Mountain Series ovens are built in to some sort of wall structure or enclosure. This creates the potential for different venting scenarios that can be detrimental to the operation and performance of the oven burners. Here are some basic rules that to follow that will ensure a properly functioning oven installation. Illustrated examples are included on the following pages. RULE 1: The ONLY pathway for air to enter the space beneath the oven should be at the front of the oven at the perforated opening in the oven service panel provided with the oven, or on ovens equipped with an optional storage box, through the perforations provided on the oven storage box. This will eliminate the chance of air movement or cross drafts beneath the oven that can disrupt the oven burners. RULE 2: DO NOT block the flow of air through the front service panel. It is required to provide necessary combustion air to the oven burners. Airflow and service access MUST be provided from the front of the oven only at this service panel. DO NOT relocate the oven air intake. See Rule 1. RULE 3: To ensure proper venting of the oven, you must use an appropriate exhaust fan as described in this manual. There must also be an adequate source of make -up air provided to your kitchen space, (room that the oven opens to). The make -up air supply should not point directly at the oven. Other than the oven service panel, do not provide make -up air or other ventilation into an enclosure that surrounds the oven. See Rule 1. Without proper make -up air the oven, (or any gas equipment) will not vent and operate correctly. Please see drawings on the following pages. M ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION 1801 W. Bakerview Rd. Bellingham, WA 98226 USA Toll Free (800) 988 -8103 Tel (360) 650 -1111 Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com VENTING DO'S AND DON'TS Mountain Series Installation and Operation Manual DIRECT CONNECT VENTING EXAMPLES Equal air pressor* WNW awl *Waldo a owe nom Surd wall hcado A: *males area on ro.areble HIYloo panol propay eap000d Intake air Sows Ihrnyb daripnad Wake rents In the service point to ovum barn.. 1A ACCEPTABLE VENTING (oval air pressure MN* awl oataldo d ono nom 'looser oratorio, hnproperlr plans Wale 18utdctentTa hatlir uir r In tamer pro and poor ores peilor 2A UNACCEPTABLE VENTING Example 1A shows a proper installation. Enclosure around the oven is completely sealed so that the only air entering the space beneath the oven comes through the oven service panel. Example 2A is not acceptable because the combustion air intake is blocked, preventing combustion air from reaching the oven burn- ers. The burners will not function properly, and this will also lead to damage of oven components. An ongoing program of product Improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com 17 18 VENTING DO'S AND DON'TS Mountain Series Installation and Operation Manual DIRECT CONNECT VENTING EXAMPLES Neutral room air pressure ■.tee Oral sir premium MOM and astable a oven rotor sb flow aechaa is nvsned 4tir:;•t ainswelowwwwflaw Law Premium It created by HvA0 or any air moving equipment sutaide the own room Exbanat air h pulled bsekasrde Moue. oven barons An added veld Intended to Marisa air suppey Airtime to owe M altered es air moves Iran normal to low pressure v UNACCEPTABLE VENTING w prreean wee Q UNACCEPTABLE VENTING fah. ceiling CesrS0tioa air is dinned Irow men burners bacons room is ape ra a tow pressure area lthoutl air is polled backwards Ibnujl owe Moran Example 3 shows an incorrect installation where an additional vent was added to the wall behind the oven, creating an air pressure diffference causing air move- ment beneath the oven and disrupting the operation of the oven burners. This air movement can be so severe as to cause a downdraft situation pulling the exhaust down the oven flue and also backwards through the burners, leading to heat dam- age of oven components. Example 4 shows an incorrect installation where the enclosure surrounding the oven is open to the attic space above the ceiling. Air can move rapidly through the space enclosing the oven to the lower pressure area within the attic space. This can cause a downdraft situation at the oven pulling air and heat backwards through the oven burners, leading to damage of oven components. An ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com VENTING DO'S AND DON'TS Mountain Series Installation and Operation Manual DIRECT CONNECT VENTING EXAMPLES Law pressor* Area :;Equal air pNu . bald* arid outside= ql WOO `roam. ACCEPTABLE VENTING Addition al an area room oolllg lnlatas thy own from low {immure areas taus aaUaliabip air waft- ure and allowing normal how to the own bonus Example 5 shows a correct instal- lation where a ceiling has been added to the enclosure surrounding the oven to correct an improper installation. M ongoing program of product Improvement may require as to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION 1801 W. Bakerview Rd. Bellingham, WA 98226 USA Toll Free (800) 988 -8103 Tel (360) 650 -1111 Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com 19 20 VENTING DO'S AND DON'TS Mountain Series Installation and Operation Manual HOOD INSTALLATIONS In addition to the information given for installations using the direct connect venting method, the following information applies to installations where the oven is being vented using a Type 1 hood. Also refer to the Oven Venting section earlier in this manual. PROPER MOUNTING POSITION FOR THE WOOD STONE HOOD. 1. Center the hood from side to side on the oven. Note that if an MS -5, 6 or 7 model, the oven has the round flue adapter attached. The adapter may prevent the proper positioning of the hood. The flue adapter is attached with screws, simply remove the screws to remove the adapter if it is in the way. 2. Pull the hood forward so that the notch, as viewed from the side of the hood, lines up with the front edge of the top of the oven. 3. Secure the hood to the top of the oven using #10 self tapping screws. The flanges on the hood are pre - drilled. Screw directly into the top of the oven to secure the hood. 4. Attach grease -rated duct to the outlet on the hood. The hood captures over the oven flue collar and oven doorway. No connection is made to the oven flue collar. Continued on next page M ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com VENTING DO'S AND DON'TS Mountain Series Installation and Operation Manual AIL HOOD INSTALLATION WITH DECORATIVE FACADE WALUOVEN ENCLOSURE. For installations where a hood is being used with a decorative facade wall or oven enclosure, it will be necessary to both seal the gap between the facade wall and the top of the oven, and the gaps at the sides of the hood between the facade wall and the front of the oven. This will prevent air from being pulled up the sides of the oven from below by the hood. It will also prevent debris, etc. from falling into the facade wall. :lashing Piece - By Installer Note that the hood does extend out beyond the face of the oven. DO NOT extend the oven facade wall into the oven hood. The wall beneath the hood must stop at the top of the oven. To allow for proper function of the hood, filter removal and hood maintenance you must provide a minimum of 8 inches of clearance between the front face of the facade wall and the front of the hood. Additional Flashing Detail Continued on next page An ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION 1801 W. Bakerview Rd. Bellingham, WA 98226 USA Info @woodstone - corp.com or visit Toll Free (800) 988 -8103 Tel (360) 650 -1111 Fax (360) 650 -1166 www.woodstone - corp.com 21 22 VENTING DO'S AND DON'TS Mountain Series Installation and Operation Manual ■ III Incorrect installation. No flashing installed so air being pulled up the sides of the oven from beneath. Side view of properly installed hood. M ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION 1801 W. Bakerview Rd. Bellingham, WA 98226 USA Toll Free (800) 988 -8103 Tel (360) 650 -1111 Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com VENTING DO'S AND DON'TS Mountain Series Installation and Operation Manual CLEARANCES The Type 1 hood requires an 18 -inch clearance to combustible construction. Clearances to limited combustibles may be reduced per NFPA 96 and /or your local codes. Approved clearance reduction methods may also be used, per NFPA 96 and /or your local codes. Consult with your local inspector regarding approved methods. Any facade wall above the oven doorway and six inches to either side of the oven doorway MUST be of non - combustible construction with no exceptions. Maintain 18" clearance to combustible construction from hood. Clearance reduction methods described in NFPA 96 may be used subject to the approval of the authority having jurisdiction. 6" from either side and the area above the doorway (as shown) must be of non - combustible construction. 11t111111111 Shaded areas must be of non - combustible construction as described above. All installations subject to the approval of the local authority having jurisdiction. Wood Stone recommends you submit your venting plans in advance to your local authority for approval. An ongoing program of product Improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com 23 24 ASSEMBLY Mountain Series Installation and Operation Manual 1. Mount the oven mantle (if provided) using the hardware provided. (Please refer to the Mantle Mounting section). 2. Mount the stainless steel toe kick to the front of the oven stand, angle side down using the large self tapping screws. The holes are pre - drilled in the stand. If your oven is equipped with a service panel extension or storage box, a toe kick is not necessary. Refer to assembly diagrams in the pages that immediately follow. 3. Mount the service /intake panel to the brackets on the front of the stand, directly below the doorway, using the screws provided. See the Front Panel Assembly page. If your oven was shipped with the optional facade extensions, see Facade Extensions page. NOTE: This panel is the only access for servicing the gas and electrical components of the oven so it must be left accessible and removable. Do not obstruct the flow of combustion and ventilation air through the perforation provided on the front panel. 4. The following applies to stucco finish ovens only (Models ending with 'S'): Once the oven has been set in place, cover wire mesh and metal lathing with no less than 1 inch of stucco (see Stucco Application page for diagram and stucco formula). M ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone- corp.com MANTLE MOUNTING Mountain Series Installation and Operation Manual AIL The initial steps are the same for mounting either a stainless mantle or a bracket for a granite mantle. 1. Begin by installing the threaded studs into the clip nuts below the oven doorway (3 or 4 turns is sufficient). 2. Next, place (2) spacer washers on each stud. 3. Position the mantle (or bracket) on the oven, make sure the rear flange rests on the floor of the oven (you may need an extra pair of hands). 4. Finally, place one final washer (stainless steel) and a cap nut on each stud. Tighten the cap nuts so the mantle is securely held in place. 5. Using the high temperature silicone (provided), fill any gaps between the oven hearth and the mantle flange. Gaps between the mantle flange and the stainless steel doorway frame may also need to be filled with a small amount of the silicone compound. INSTALLATION OF GRANITE - After completing the steps outlined above, apply a generous amount of silicone adhesive (provided) to the top of the steel mantle bracket. Put the stone in place and apply light pressure to seat it properly. Make sure that the angle in the granite lines up with the angle in the bracket. Allow the adhesive to set for several hours before filling any gap between the stone slab and the metal bracket with the silicone compound (provided). Clean up any adhesive and/or silicone before it dries! An ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION 1801 W. Bakerview Rd. Bellingham, WA 98226 USA Toll Free (800) 988 -8103 Tel (360) 650 -1111 Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com 25 26 FRONT PANEL ASSEMBLY Mountain Series Installation and Operation Manual STANDARD FRONT PANEL AND TOE KICK Controller _B —D — D Throttle Knob (Fame Height) — — D A - Hex -head self -tap- ping screw to attach toe kick. 4 total. C - Phillips head #10 screw - Attaches ser- vice panel to throttle knob bracket. 2 total. VIEW OF THROTTLE ASSEMBLY The throttle knob position can be adjusted inward or outward by loosening the clamp and sliding the throttle knob assembly to the desired position. Be sure to retighten the clamp once the throttle knob is in the desired position. D Service Panel Transformer Box (containing terminal strip for incoming power supply). NOTE: Have a licensed electrician make the electrical connection here. B - Phillips head 1/4 -20 screw - Attaches service panel to controller bracket. 2 total. D - Phillips-head self -tap- ping screw -used to secure the sides of the service panel. 8 total. Cotter Key Throttle Knob Throttle Bracket Clamp Throttle Rod Extension Throttle Valve M ongoing program of product Improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION 1801 W. Bakerview Rd. Bellingham, WA 98226 USA Toll Free (800) 988 -8103 Tel (360) 650 -1111 Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com ASSEMBLY Mountain Series Installation and Operation Manual AIL OVENS EQUIPPED WITH OPTIONAL LOWER EXTENSION MOUNTING INSTRUCTIONS Lower extension, throttle rod and controller. 1. After the oven has been leveled, remove the throttle rod assembly which has been attached to the inside of the stand for shipping. Then position the lower extension assembly onto the front of the oven. It will rest on the guides that are welded to the oven legs. Attach the assembly to the oven legs using the 1/4 -20 nuts and bolts, and washers. throttle valve Throttle Assembly cotter key throttle bracket EMT throttle rod extension 2. Remove the access panel. 3. Attach the controller to the mounting bracket on the exten- sion using 1/4 -20 bolts. clamp throttle knob 5. Reinstall Ihe front panel. Secure the controller with a 114 -20 screw at the top and bottom. Use 2 410 SS sheetmetal screws to secure Ihe front panel to the throttle bracket. 4. Remove the throttle knob from the throttle assembly. Attach the EMT throttle rod extension to the throttle valve using the cotter key. Pass the throttle rod through the throttle bracket(already attached) and attach it to the EMT throttle rod extension using the clamp. An ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION 1801 W. Bakerview Rd. Bellingham, WA 98226 USA Toll Free (800) 988 -8103 Tel (360) 650 -1111 Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com 27 28 STUCCO APPLICATION Mountain Series Installation and Operation Manual Front View NOT TO SCALE Side View NOT TO SCALE TRADITIONAL STUCCO MIX 1 part masonry cement 1 part regular cement 5 parts sand STUCCO PREMIX IS AVAILABLE AT YOUR LOCAL LUMBER YARD OR BUILDING SUPPLY STORE FOLLOW STUCCO MANUFACTURER'S INSTRUCTIONS FOR CORRECT MIXING INFORMATION MINIMUM STUCCO APPLICATION IS 1" This figure depicts the application of stucco on a Wood Stone oven. Use no less than one inch of stucco coating to cover all exposed metal lathing on the oven. M ongoing program of product improvement may require us to change specifications without notice. RFG-IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com i OVEN START -UP Mountain Series Installation and Operation Manual Aft BASIC CONTROLLER FUNCTIONS Indicates temperature of oven deck Indicates set point of underfloor IR burner Press to turn oven on /off BEFORE TURNING ON YOUR OVEN Indicates power is on Indicates dome flame is running 4 Indicates underfloor burner is running O O 0 POWER DOME HEARTH FLAME HEAT HEARTH TEMPERATURE Push ON /OFF button to fight bumets. Presser Te bouton ON /OFF pour allutner le bruleur WA T 5 MINUTES BEFORE RELIGHTING ATTENDRE 5 MINUTES AVANT DE RRALLUMER HEARTH SET POINT Push ON /OFF button to turn burners off. Presser le bouton ON /OFF pour arreter le bruleur oC i 1- 800 - 988 -8103 www.woodstone - corp.com • Press to adjust temperature up or down Press to select Farenheit or Celsius display An ongoing program of product Improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com 29 30 INITIAL START-UP Mountain Series Installation and Operation Manual IMPORTANT: If at any time you feel that either or both of the burners are not operating properly, turn the oven off and call for service. Before servicing, disconnect the electrical supply at the breaker and turn off the gas supply at the appliance's individual gas shutoff valve. In the event of a power failure, no attempt should be made to operate the oven INITIAL OVEN STARTUP PROCEDURE Your oven was cured at the factory, however in the course of shipment, storage on site, etc. the ceramic materials will have absorbed moisture. It is critical that the Intial Oven Startup Procedure below be followed to ensure that this moisture is driven from the ceramic in a controlled fashion. This will minimize cracking and prevent damage to the oven that could otherwise occur by bringing the oven to temperature rapidly the first time it is used. This Initial Oven Startup procedure need only be followed the first time the oven is fired and /or if the oven has not been used for an extended period of time. 1. Make sure main gas supply is on (valve parallel with gas line). 2. Make sure the switches on the Honeywell control gas valves are in the 'ON' position. These are located beneath the oven. 3. Remove the night door(s). Push 'ON' /'OFF' button on controller. It may take awhile for the gas to purge all the air from the gas lines. 4. Allow oven to operate at FACTORY SETTINGS for 1 hour (thermostat set at 100° F, Radiant flame at its lowest setting). Leave the set point at 100° F throughout the entire first day. 5. After one hour, raise dome flame to 25% ( -6 inch flame, 2 on the Throttle Knob Pointer), hold this setting for 4 hours. 6. After 4 hours at 25% flame, raise to 50% flame (3 on the Throttle Knob Pointer) and hold for at least another 4 hours or until the temperature reaches 500° F. 7. Once the tempreature reaches 500° F the oven is ready for use. If you will be shutting the oven down, see the instruc- tions that follow. 8. Turning Off The Oven - Push 'ON' /'OFF' button, all gas will go off, including the pilots. Put oven night door(s) in place to retain heat. Note: Always wait 5 minutes before restarting the oven. Never run the oven with the night door(s) in place. NOTE: Small "crazing" cracks will occur with normal heating and cooling. They will not effect the performance or durability of the oven. If cracks of 1/8" or more develop, contact Wood Stone for evaluation. M ongoing program of product Improvement may require us to change specifications without notice. RFG-IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone- corp.com r DAILY OVEN OPERATION Mountain Series Installation and Operation Manual AIL THIS OVEN IS NOT FOR USE WITH SOLID FUEL DAILY OVEN OPERATION OVERVIEW DAILY START UP 1. Remove the night door(s). 2. Push 'ON' /'OFF' button, adjust the set point on the control panel to the desired floor temperature. Using the Throttle Knob Pointer, turn the radiant flame to its highest setting. Check your temperature after approximately one hour. If you are close to your desired temperature, reduce your flame to the holding flame setting that corresponds to your desired temperature. See the Flame Height Control section that follows to determine the proper setting that will correspond to your desired temperature. Note: It is only possible to program the hearth set point for the underfloor IR burner to temperatures from 100° to 700 ° F. Once proper temperatures for your application have been established, there should be little or no need to change the hearth set point. The hearth temperature readout will display 10" until the oven floor reaches 100° F. ADJUSTING THE RADIANT (DOME) FLAME To adjust the radiant flame: The radiant flame is always on (when the oven is operating) and can be adjusted to any flame intensity between its highest and lowest setting. Simply turn the Throttle Knob located to the lower left of the doorway, beneath the mantle. This burner is the primary heat source for the oven. The infrared underfloor burner act as an assist, to maintain desired floor temperatures during periods of high food production. TURNING OFF THE OVEN 1. Push 'ON' /'OFF' button, all gas will go off, including the pilots. 2. Put oven night door(s) in place to retain heat. Note: Always wait 5 minutes before restarting the oven. Never run the oven with the night door(s) in place. M ongoing program of product Improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com 31 32 FLAME HEIGHT CONTROL Mountain Series Installation and Operation Manual DETERMINING THE APPROPRIATE FLAME HEIGHT For each specific configuration of oven there is a system that determines what the desired flame height will be. Each flame height corresponds to a saturated floor temperature. Several factors need to be accounted for in order to determine this relationship for each oven. USING THE FLAME HEIGHT INDICATOR SCALE Heat Up Flame- Set Throttle Knob Pointer at '5' (highest setting) on the Flame Height Index Scale until desired temperature is reached. Holding Flame- Set Throttle Knob Pointer at '3' ( -8 -9" flame) on the Flame Height Index Scale for desired temperature of 570-600° E Set Throttle Knob Pointer at '2' ( -5 -6" flame) on the Flame Height Index Scale for desired temperature of 450 -480° F. Cooking Flame- After introducing the pizza/product into the oven, visually raise the flame to approximately 3 inches higher than the Holding Flame. *NOTE: THE COOKING FLAME HAS TWO PURPOSES: 1) To bake the top of the pizza/product as fast as the bottom of the pizza/product. 2) To help replace heat to the floor (hearth) that is lost during production cooking. ** *Return the Throttle Knob Pointer to the Holding Flame after removing the pizza/product from the oven. * ** *Note: The settings recommended on the Flame Height Index Scale for specific flames are based on ovens that have been installed according to specifications. Individual results may vary slightly. FLAME HEIGHT INDICATOR Flame Height Index Scale Throttle Knob Pointer Throttle Knob For More information regarding Flame Height Control go to the Training section of our web site at: www.woodstone - corp.com M ongoing program of product improvement may require us to change specifications without notice. RFG-IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com OVEN OPERATION Mountain Series Installation and Operation Manual CLEANING THE OVEN 1. As needed (twice per hour), use the floor brush to sweep stray food debris to the doorway, where it can be easily removed with a dough cutter or spatula. 2. As needed, swab the deck using a damp (not wet) rag wrapped around the floor brush. NEVER PLACE ANYTHING IN OR ABOVE THE RADIANT FLAME. NEVER SWEEP DEBRIS INTO THE RADIANT BURNER. THIS CAN CAUSE THE BURNER TO CUT OUT, DAMAGE BURNER COMPONENETS, AND /OR EFFECT BURNER PERFORMANCE. PROBLEMS CAUSED BY DEBRIS IN THE RADIANT BURNER WILL NOT BE COVERED BY THE OVEN WARRANTY. NEVER USE ICE, EXCESSIVE WATER, ANY LIQUID, OR ANY TYPE OF CLEANING CHEMICAL ON THE OVEN FLOOR. DOING SO CAN SEVERELY DAMAGE THE OVEN CERAMIC AND THIS DAMAGE WILL NOT BE COVERED UNDER WARRANTY DURING THE FIRST FEW DAYS OF OPERATION, SMALL AMOUNTS OF WATER MAY APPEAR DRIPPING FROM THE OVEN. THIS IS NORMAL AND WILL STOP WITHIN A FEW DAYS. NIGHT DOORS: The door(s) are used for nighttime heat retention. Do not operate the oven with doors in place. Night Doors An ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info@woodstone- corp.com or visit www.woodstone - corp.com 33 34 PERIODIC THERMAL CLEANING Mountain Series Installation and Operation Manual ESTABLISHING A THERMAL CLEANING SCHEDULE Wood Stone ovens are typically operated at temperatures which preclude the need for cleaning of the interior walls and ceiling (the dome) of the oven. If however, you routinely operate the oven at floor temperatures lower than 450° Fahrenheit (F), you may notice a buildup on the interior walls and /or ceiling of the oven. If this is the case, use the following procedure to periodically clean the oven. The frequency of thermal cleaning will be determined by the amount of buildup experienced. THERMAL CLEANING Gas -fired Oven- If a Wood Stone gas -fired oven is operated at low temperatures (below 400° F), it is possible that grease from food could condense on the walls and ceiling of the oven. To remove the grease that has accumulated on the walls and ceiling of the oven, simply turn the radiant flame to its highest setting. Monitor the floor temperature displayed on the controller. When the floor reaches 600 °, lower the flame slightly so as to maintain the oven floor temperature near 600° F for about an hour. Once the oven dome appears clean, allow the oven to return to normal operating temperatures and continue normal operation. M ongoing program of product improvement may require us to change specifications without notice. RFG-IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com TROUBLESHOOTING GUIDE Mountain Series Installation and Operation Manual Ath ■ PROBLEM CAUSE/SOLUTION Controller will not turn on 1. Incoming power to oven turned off. Check circuit breaker for circuit supplying the oven. Check that any wall switches external to the oven that control oven power are turned on. Check that any interlocks external to the oven are turned on. 2. If control still does not turn on, please contact Wood Stone for assistance. Radiant Flame does not light 1. Is gas turned on to the oven? Is gas shut -off valve turned all the way on? 2. Debris in burner. Burner may require cleaning. Contact Wood Stone for assistance. 3. Damaged igniter or gas valve. Contact Wood Stone for assistance. 4. If the oven is being started for the first time: • Has all air been bled from the gas line? • Is the switch on the SV -2 valve in the 'ON' position? Note: (Valve is locate on the back of the control box, beneath the oven.) Underfloor burner is not running. 'Hearth Heat' light is off. Hearth temperature is above the set point. Hearth Temperature is above the setpoint This Is Normal. Radiant (dome) flame can drive the temperature over the set point. The set point only controls the underfloor (hearth) burner. Turn down the dome flame if needed. 'Chec' display on controller Underfloor Burner did not fire when the floor temperature dropped below the set point. Contact Wood Stone for assistance. J Please contact Wood Stone at 1- 800 - 988 -8103 should service be necessary, or if you have any questions about your oven. Our office hours are 8am to 4:30pm Pacific Standard Time. Follow the recorded instructions for Emergency Service if you require assistance during non - business hours. A Wood Stone technician will promptly respond to your call. An ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com 35 36 OPERATION SEQUENCE Mountain Series Installation and Operation Manual AIL BURNER OPERATION SEQUENCE RFG -IR OVEN - TOUCH PAD CONTROLLERS ( Power On "SV2 valve powers igniter and opens pilot valve for radiant (rear) burner CPilot does not light- SV2 times out) Floor Temperature above set point- then controller does not power SV1 (underfloor burner) Pilot does not light - SV1 times out- Touchpad controller flashes `chec' Floor Temperature below set point- Controller sends power to SV1- SV1 powers igniter and opens pilot valve} Pilot lights- SV1 senses pilot flame- igniter off- hearth heat Tight on- SV1 opens- underfloor burner lights Floor reaches the set point Temperature- Controller turns off power to SV1 and underfloor burner shuts off SV2 senses pilot flame- igniter off-SV2 opens- burner lights - dome flame indicator light comes on Radiant burner remains on until oven is turned off M ongoing program of product improvement may require us to change specifications without notice. RFG-IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone- corp.com 120 V ELECTRICAL DIAGRAM Mountain Series Installation and Operation Manual AIL 120 VAC Wirod By Others RFG -IR 120 VAC MODELS RFG —IR 1 20 VAC WIRE DIAGRAM XFNOR C8 4A TB4R TB4 -Y TB3-2 TB3-5 TB4 -P TB4-6 TB3-4 TB3-6 T/C RED T/C YELLOW RED ORANGE P INK MOTE B ROWN YELLOW GREEN GREEN TO ENCLOSURE TB3 TB1.2 ♦ —0 2 0 T81- 64- -0 6 0 TB1.44 {j 4Q � 4 6 TB1 -5 • 0 s 0 8v1 Infrared 882 Radiant TB1 -R —Q R 0 ► Thermo T81 -Y •-- -0 Y 0 • Couple XFMTB1.e 4--- -g 8 R 4 8 XFMR •- -Q P 0 ■TB1•P An ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com 37 38 240 V ELECTRICAL DIAGRAM Mountain Series Installation and Operation Manual AIL Temperature Controller TB1 Thermo J Red Couple Yellow 2 5 P 8 4 6 •, •' 240 VAC 50 /60HZ - Wired • By •--- Others XFMR 1 XFM RFG -IR 240 VAC MODELS 240 VAC 2/26/2006 TB4 -R T84 -Y TB3 -2 TB3 -5 TB4 -P TB3 TB4 -8 TB3 -4 TB1 -2 ' 0 2 0 TB3 -6 TB1-6 '- -0 6 0 TB1-4 4 V IV 4 TB1-5 • 0 5 0 SV1 Infrared OHO' O 0- TB4 TB1 -R 4- -0 R 0 ► Thermo TB1 -Y —0 Y O 1 Couple 1 TB1-8 .8 8 XFMR 4 --- -() 8 (> XFMR •--- -Q P 0 ► TB1-P (temperature controller) I -_ -� 5AMP SV2 Radiant riv M ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone- corp.com INTERLOCK DIAGRAM Mountain Series Installation and Operation Manual AIL INTERLOCK OF OVEN CONTROL TO AN EXHAUST FAN This connection is intended to interrupt power to the oven until the fan is turned on 17i dbyot hw 120 vac to oven 120 vac to fan 120 VAC to fan Si is a double pole - single throw switch (provided by others) that interrupts incoming power to both the oven and the fan. The intent is to prevent the operation of the oven in the event the fan is shut off. Any interruption of the power to the oven will cause the oven (including all burners and pilots) to shut off, and it will be necessary to restart the oven by pressing the start switch once power is restored. An optional interlock relay kit is available from Wood Stone. Please contact your dealer or Wood Stone. No other connection to the oven control system is condoned by Wood Stone and may affect the oven warranty and cause damage to the oven controls. M ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com 39 • • 40 LIMITED WARRANTY Mountain Series Installation and Operation Manual Aft ALL WARRANTY SERVICE MUST BE PRE - APPROVED BY WOOD STONE. • PLEASE CONTACT THE FACTORY FIRST. Please call 1- 800 - 988 -8103 or 1- 360 - 650 -1111 seven days a week. Our normal business hours are Sam to 4:30pm Pacific Standard time Monday through Friday. If calling during non - business hours, follow the recorded instructions for emergency service and a Wood Stone technician will get back to you promptly. Wood Stone warrants its equipment to the original purchaser against defects in material or manufacture for a period of one year from the original date of purchase subject to the following exclusions and limitations. EXCLUSIONS: THE WARRANTIES PROVIDED BY WOOD STONE DO NOT APPLY IN THE FOLLOWING INSTANCES: 1. In the event that the equipment is improperly installed. Proper installation is the responsibility of the installer; proper installation procedures are prescribed by the Wood Stone installation manual. 2. In the event the equipment is improperly maintained. Proper maintenance is the responsibility of the user; proper maintenanceprocedures are prescribed in the Wood Stone installation manual. 3. In the event that the failure or malfunction of the appliance or any part thereof is caused by abnormal use or is otherwise not attributable to defect in material or manufacture. 4. In the event that the appliance, by whatever cause, has been materially altered from the condition in which it left the factory. 5. In the event that the rating plate has been removed, altered or obliterated. 6. On parts that would be normally worn or replaced under normal conditions. 7. Normal cracking due to expansion and contraction stress relief in either the dome or oven deck. 8. In the event that pressed log products of any type have been burned in the equipment. 9. Damage resulting from the use of chemical cleaning products in the oven, as well as any damage from liquids or chemicals being poured or sprayed into the oven. IF ANY ORAL STATEMENTS HAVE BEEN MADE REGARDING THIS APPLIANCE, SUCH STATEMENTS DO NOT CONSTITUTE WARRANTIES AND ARE NOT PART OF THE CONTRACT OF SALE. THIS LIMITED WARRANTY CONSTITUTES THE COMPLETE, FINAL AND EXCLUSIVE STATEMENT WITH REGARD TO WARRANTIES.THIS LIMITED WARRANTY IS EXCLUSIVE, AND IN LIEU OF, ALL OTHER WARRANTIES WHETHER WRITTEN, ORAL OR IMPLIED, INCLUDING BUT NOT LIMITED TO, ANY WARRANTY OF MERCHANTIBILITY OR FITNESS FOR PARTICULAR PURPOSE OR WARRANTY AGAINST LATENT DEFECTS. LIMITATIONS OF LIABILITY: In the event of warranty claim or otherwise, the sole obligation of Wood Stone shall be the repair and/or replacement, at the option of Wood Stone, of the appliance or component or part thereof. Such repair or replacement shall be at the expense of Wood Stone with the exception of travel over 100 miles or two hours, overtime, and holiday charges which shall be at the expense of the purchaser. Any repair or replacement under this warranty does not constitute an extension of the original warranty for any period of the appliance or for any component or part thereof. Parts to be replaced under this warranty will be repaired or replaced at the option of Wood Stone with new or functionally operative parts. The liability of Wood Stone on any claim of any kind, including claims based on warranty, expressed or implied, contract, negligence, strict liability or any other theories shall be solely and exclusively the repair or replacement of the product as stated herein, and such liability shall not include, and purchaser specifically renounces any rights to recover, special, incidental, consequential or other damages of any kind whatsoever, including, but not limited to, injuries to persons or damage to property, loss of profits or anticipated profits, or loss of use of the product. TO SECURE WARRANTY SERVICE: If you claim a defect covered by this Limited Warranty, direct your claim to: Wood Stone Corporation 1801 W. Bakerview Rd. Bellingham, WA 98226 USA Attn: National Service Manager M ongoing program of product improvement may require us to change specifications without notice. RFG -IR. Revised October 2010 WOOD STONE CORPORATION Toll Free (800) 988 -8103 1801 W. Bakerview Rd. Tel (360) 650 -1111 Bellingham, WA 98226 USA Fax (360) 650 -1166 Info @woodstone - corp.com or visit www.woodstone - corp.com instry 11e 01 Mar Bo1101nq P LE COpy Pep.. PA, r: r -4" W.G. Rectangt.$ar Grease Duct Construction Max. Duct Dimension Black Iron - [McKinstry Duct Gauge Joint Conn. Standard] Duct Length Long Seam Intermediate Reinforcing Spacing 0 -30 16 5/16" Turned Up Flange Full Seam Weld 4'- 11 -1/2" Welded None NA 31 -48 16 5/16" Turned Up Flange Full Seam Weld 4'41 -1/2" Welded "R1" is 3" MAX from Flange Joint Stitch Weld to duct @ 6" OC Staggered, One Per Joint (Typ) 49 -60 Stainless Steel 16 304 -2b 5/16" Turned Up Flange Full Seam Weld - [Only Where 4'- 11 -1/2" Protect Welded Requirements "R2" is 3" MAX from Flange Joint Stitch Weld to duct @ 6" OC Staggered, One Per Joint (Typ) Dictate] 0-24 Lb 5/16" Turned Up Flange Full Seam Weld 4'- 11 -1/2" Welded None NA 25 -36 '!tS. lb 5/16" Turned Up Flange Full Seam Weld 4'- 11 -1/2" Welded "R1" is 3" MAX from Flange Joint Stitch Weld to duct @ 6" OC Staggered, One Per Joint (Typ) c 37 -48 lb 5/16" Turned Up Flange Full Seam Weld 4'- 11 -1/2" Welded "R2" is 3" MAX from Flange Join Stitch Weld to duct @ 6" OC Staggered, One Per Joint (Typ) Abbreviations: OC - On Center "R1" = 2 x 1/2 x 1/8 Channel - open side toward duct (boxed) "R2" = 2 x 1 x 1/8 Channel - open side toward duct (boxed) General Notes: 1) The largest duct dimension controls the duct reinforcement required. Reinforcement is only required on duct surfaces which exceed the allowable distance where no duct reinforcement is required. (i.e. 36x12 requires two reinforcement members, top and bottom) 2) All transverse joints and longitudinal seams shall be fully welded. 3) Reinforcing channel to be similar material to duct and attached to the duct by means of welds as noted. 4) Shop Stock: 16 Ga Cold Roll [60x120 sheet) (Black Iron) or 18 Ga Stainless Steel 304 -2b [60x120 sheet] 5) For dimensions exceeding the "Max Duct Dimension" please see engineering. 6) A safety factor is included within these values to allow for the dead weight of the panel and two layers of fire wrap. 7) Reinforcement location required on all spool drawings. REVIEWED FOR )DE COMPLIANCE APPROVED DEC 0 7 2012 City of Tukwila BUILDING DIVISION -4" Rectangular Grease Duct Construction Submittal Information Conforms to SMACNA Standards, 2005, Third Edition Rev. 0, Nov. 2010 CORRECTION RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER ,0 STANDARD McKINSTRY GREASE DUCT FITTINGS: SQUARE THROAT 90' ELBOW i ANGLED ELBOW 0 TRANSITION RADIUS THROAT ELBOW OG OFFSET i TRANSITION ANGLED RADIUS DROP CHEEK ELBOW. OFFSET MITRED FITTING AT ELBOW FOR SLOPE 89' ANGLE TRANSITION ANGLED ELBOW L FITTING LENGTH SHOULD BE DETERMINED BY REMAINING STRAIGHT LENGTH REQUIRED THAT IS NOT A FULL LENGTH OF DUCT. STRAIGHT DUCT NOTE: USE A 89' MITRED FITTING AFTER AN ELBOW TO CREATE THE CODE REQUIRED 1/4" PER FOOT SLOPE. --- WHEN GREASE DUCT. RUN EXCEEDS 75' -0" THE SLOPE MUST BE INCREASED 1" SLOPE FOR EVERY FOOT. (IMC 506.3.7) Rectangular Duct: Connection: 5/16" flange out on each end. Standard Length: Material: 304 Stainless Steel (Sheet size = 120" x 60 ") Round Duct: Connection: Raw with butt weld. Standard Length: 60" long (For all sizes) Material: 304 Stainless Steel (Sheet size = 120" x 60 ") 14 Morgan fE CThermalCeramics - REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 7 2012 aster Datasheet Code US: 7 -14 -236 MSDS Code US: 406 © 2009 Morgan Thermal Ceramics, a business within the Morgan Ceramics Division of The Morgan Crucible Company plc Grease Duct Enclosure System Air Ventilation Duct Enclosure System Product Data & Installation Guide 1. Product Description FireMaster'® FastWrap XL is a flexible blanket composed of high temperature fibers classified for applications to 2192 °F (1200 °C) and fully encapsulated in a durable glass fiber reinforced foil facing for easy handling and installation. FastWrap XL is UL and ULC Listed for 1 and 2 hour fire resistive enclosure protection, zero clearance for kitchen exhaust ducts, electrical circuit protection, and as a component in UL firestop designs for fire resistance rated floors, ceilings, and walls. The core fibers in FastWrap XL are manufactured using Morgan Thermal Ceramics patented Superwoole fiber which is an alkaline -earth silicate wool with low biopersistence and therefore increased safety for installers. FastWrap XL is under UL's Follow -Up Service Program to ensure the consistent quality essential to this life- safety application. • Commonly referred to lest method CA Section 01350 is CDPH Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers Version 1.1. Feb 2010 Product Features • Thin and Lightweight at 1 -1/2" (38mm) thick, 6 pcf (96 kg /m3) density • Contours easily to complex duct designs • Grease duct installation UL Listed with butt joints at all seams on both layers • Fully foil encapsulated for fast and clean installation • Contains 2192 °F (1200 °C) rated fibers • GreenGuard Microbial Resistance Listing • Good sound absorption • Compliant to IMC, NFPA 96, UMC, CMC 2. Applications • 1 and 2 hour enclosure and firestop system for kitchen exhaust ducts • Zero clearance to combustibles for kitchen exhaust ducts • 1 and 2 hour enclosure and firestop system for hazardous exhaust ducts, pressurization ducts, clothes dryer exhaust ducts, trash and linen chutes, and other fire rated HVAC ducts • 1 hour electrical circuit integrity protection • Engineered and tested solutions for fire protection of structural steel and storage vessels per ASTM E119, ISO 834, and UL1709 3. Specifications - Division 23 07 00 (or 15080) CSI Spec and AutoCAD available online, www.arcat.com /sd /clients /thermcer.html. FireMaster FastWrap XL is a flexible high temperature insulation rated to 2192 F (1200C) that is fully encapsulated in FSP facing. The duct enclosure system shall be listed by UL per ASTM E 2336 and ISO 6944 for 1 -, 2- and 3 -hour rating and zero clearance to combustibles, and tested per ASTM E84 for a flame /smoke rating less than 25/50. Insulation shall have a nominal thickness of 1 -1/2 inches (38 mm) and density of 6 lbs/ft3 (96 kg /m3). Insulation shall have a R -Value of 7.3 at 75 F. Installation shall be in strict accordance to manufacturers published installation instructions, UL Listings, and shop drawings. FireMaster FastDoor XL shall be used for duct access where specified or as required by code. RECEIVED CORRECTION CITY OF TUKWILA LTR# www.morganthermalceramics.com NOV 09 2'12 PERMITCi list 02:2012 Page 1 of 8 r 14 Morgan ThermalCeramics 4. Physical Characteristics Product Unit Size Units! Ctn. Wt./ Ctn. FastWrap XL Roll 1 -1/2" x 24" x 25' 1 37.5 lbs. FastWrap XL Roll 1 -1/2" x 48" x 25' 1 75 lbs. 5. Performance Specifications Reference Standard Standard No. Performance Grease Duct Enclosure System ASTM E2336 Pass Section 16.1 - Non - Combustibility ASTM E136 Pass Section 16.2 -Fire Resistance (wall) ASTM E119 Pass Section 16.3 - Durability Test ASTM C518 Pass Section 16.4 - Internal Fire Test ASTM E2336 Pass Section 16.5 - Fire Engulfment (duct) ASTM E814/E119 Pass ULC Grease Duct Test Protocol ULC Pass Grease Duct Clearances UL 1978 Pass Air Ventilation Duct Enclosure ISO 6944 Pass Surface Burning Characteristics ASTM E84 <25/50 Thermal Resistance (R -value @ 75 °F) ASTM C518 7.3 per layer Mold Growth ASTM C1338 ULE Validated ASTM 06329 GreenGuard Low VOCs CA Standard 01350 ULE Validated 7 6. Listings /Building Code Reports Listed Uses Agency Listing Layers Grease Duct Enclosure per ASTM E2336 and AC101 (2006, 2009, 2012 IMC, NFPA 96, UMC, CMC) UL G18 2 ICC -ES ESR 2213 Grease Duct Insulation per ULC Grease Duct Insulation Test Protocol ULC FRD 4, 7 2 Grease Duct Insulation (2003 IMC) OPL TC /BI 120-01 1 Through Penetration FireStop System per ASTM E814, UL 1479 UL See Figure 2 1 or 2 ULC 1- or 2 -hour Ventilation Duct Enclosure per ISO 6944 -1985 UL HNU.V1, 19, 29 1 ULC FRD 3, 5, 6, 18 3 -hour Ventilation Duct Enclosure per ISO 6944 -1985 UL HNU.V2 2 Electrical Circuit Protective System UL FHIT.5 2 7. Storage FastWrap XL must be stored in a dry warehouse environment on pallets. Pallets should not be stacked. 8. Installation FastWrap XL shall be installed by a qualified contractor in accordance with manufacturer's instructions and laboratory design listings. Materials and Equipment • FastWrap XL blanket • Aluminum foil tape • Glass filament reinforced tape (optional) • Carbon steel or stainless steel banding material, minimum 1/2" (13mm) wide, minimum 0.015" (0.4mm) thick, with steel banding clips • Hand banding tensioner and crimping tool • Minimum 12 gage (3mm) steel insulation pins; steel speed clips, minimum 1 -1/2" (38mm) square or 1 -1/2" (38mm) diameter, or equivalent sized cup -head pins; • Capacitor discharge stud gun • Morgan Thermal Ceramics FastDoor XL • An approved firestop sealant www.morganthermalceramics.com 02:2012 Page 2 of 8 I/ Morgan CThermalCeramics General Cut edges of the blanket shall be taped with aluminum foil tape to prevent exposed edges of the insulation absorbing grease and moisture in the event of a compromised grease duct joint or condensation. Overlaps and /or tightly butted joints are used to block heat transfer in the event of duct deformation resulting from thermal expansion. Filament tape is suggested to hold the blanket in place until steel banding or pinning is installed to permanently secure the blanket. A. Installation on Grease Duct per ASTM E2336 (Figure 1) System requires two layers of insulation applied directly to the duct with tight butt joints at all seams on both layers. The first layer of insulation is cut to a length sufficient to wrap around the duct and provide a tight butt joint where the blanket ends meet. Adjacent blankets on the first layer are butted tightly together with longitudinal seams offset minimum 6" (150mm). The second layer of insulation is installed in the same method as the first layer, with seams between layers offset a minimum of 6" (150mm). Banding and /or pinning per Section D is used to permanently secure the insulation to the duct. B. Installation on HVAC Duct per ISO 6944 or Grease Duct per UL1978 (Figure 1) System requires one layer of insulation applied directly to the duct with 3" (75mm) overlaps at all seams. The insulation is cut to a length sufficient to wrap around the duct and provide a 3" (75mm) overlap where the blanket ends meet. Adjacent blankets are installed to provide a minimum overlap of 3' (75mm). Banding and /or pinning per Section D is used to permanently secure the insulation to the duct. C. 2 & 3 Sided Wrap Installation (Figure 4) When space does not allow for a complete wrap applied to the duct on all four sides, the FastWrap XL is approved for 2 or 3 sided installations with mechanical attachment to a rated concrete or CMU assembly. (See Figure 4 for installation details.) D. Mechanical Attachment Methods 1) Banding (Figure 1) - Minimum 1/2" (13mm) wide carbon steel or stainless steel banding, 0.015" (0.4mm) thick, is placed around the entire perimeter of the insulated duct on maximum 10 -1/2" (270mm) centers and 1 -1/2" (38mm) from each blanket edge or 1 -1/2" (38mm) from each collar edge when using the butt joint and collar method. The banding is placed around the blanket and tightened to firmly hold the FastWrap XL in place against the duct, but not cause any cutting or damage to the blanket. 2) Pinning - Pinning on all sides of the duct may be used as an alternative to banding. For ducts wider than 24" (610mm) pinning is required on the bottom of horizontal runs, or on one side of vertical runs (in addition to steel banding). When applicable, 12 Gage (0.4mm) steel pins are installed on 12" (305mm) centers along the width of the duct and 10 -1/2" (270mm) centers along the length of the duct. Pins that extend beyond the outer blanket layer shall be turned down or the excessive length cut off to prevent sharp edges. Shoot through pins (cup head pins) may be used in conjunction with steel banding to prevent blanket sag. E. Access Doors 1) FastDoorTM XL (Figure 3) - FastDoor XL is a UL Listed, liquid tight duct cover panel supplied complete with a single layer insulation cover per UL Listing HNKT G18. The FastDoor XL is installed per included installation instructions. No field welding is required. 2) Field Fabricated Access Doors - Each access door assembly has four threaded rods 1/4 inch (6mm) in diameter and 5" (127mm) in length, with one welded to each corner of the door opening. Hollow steel tubes, 4 -1/2" (114mm) long are installed outside the access cover plate and over the threaded rods. Four 12 gage (3mm) and 4 -1/2" (114mm) long steel insulation pins are welded to the access cover plate to allow for installation of the three layers of FastWrap XL. One layer of FastWrap XL is cut to approximately the same size as the access panel, and impaled over the insulation pins on the panel. A second layer of FastWrap XL is cut so as to overlap the first layer a minimum of 1 -1/2" (38mm). It is essential that the first and second layer fit tightly against the surrounding wrap with no through openings. The third and outside layer should be cut to overlap the second insulation layer by a minimum of 1 -1/2" (38mm). Minimum 1 -1/2" (38mm) round or square insulation clips are installed on the insulation pins to secure the three layers of insulation to the access cover plate. All cut edges of the insulation shall be taped with minimum 3" (75mm) wide aluminum foil tape. Wing nuts and washers are installed on the four threaded rods, and tightened against the hollow steel tubes to seal the www.morganthermalceramics.com 02:2012 Page 3 of 8 i 1/ Morgan ThermalCeramics access cover plate to the duct. F. Through Penetration Firestop System (Figure 2) - When the duct penetrates a fire rated assembly an approved fire stop system must be employed. Figure 2 provides a complete list of UL / ULC firestop design listings which can be found in the Certifications Directory at wwwul.com for US systems and www.ulc.ca for Canadian systems. Prior to installing any firestop system the surfaces of all openings and penetrating items must be clean and dry. The FastWrap XL core blanket (or mineral wool where allowed by the firestop design listing) must be compressed into the annular space. The packing material must be recessed a minimum depth from the surface of the concrete or gypsum assembly. The recessed opening must be filled with a minimum thickness of an approved firestop sealant. The packing material type and compression, minimum recess (typically 1/4" (6mm)), and approved firestop sealant and thickness (typically 1/4" (6mm)) shall be as specified in an approved UL / ULC firestop design listing. When there is not sufficient annular space around the duct to run the FastWrap XL enclosure system continuous through the fire rated assembly, the enclosure may terminate above and below the floor /ceiling assembly or on either side of a wall assembly as shown in Figure 2. When this method is used, the FastWrap XL must be mechanically attached on either side of the fire rated assembly using one of the attachment methods described in Section D, spaced a maximum of 1 -1/2" (38mm) from the fire rated assembly. G. Support Hanger Systems 1) Grease ducts: Trapeze support hangers shall be spaced on maximum 60 in. (1500 mm) centers. Hanger rods or straps shall be anchored with steel drop in or wedge expansion type masonry anchors. No additional protection is required for hangers and supports meeting the requirements of the Table below. Hanger Cross Section Maximum Perimeter, In (mm) Trapeze Support (or equivalent Yield Strength), in (mm) 36 in (10 mm) threaded rod 148(3759) 2(51)x2(51)x1.6(3)inangle 2) HVAC ducts: Trapeze support hangers shall be spaced on maximum 60 in. (1500 mm) centers. Hanger rods or straps shall be anchored with steel drop in or wedge ex- pansion type masonry anchors. No additional protection is required for hangers and supports meeting the requirements of the Table below. Hanger Cross Section Hanger Max. Perimeter, In Trapeze Support (or equiva- lent Yield Strength), in (mm) 1 in x 16 gage strap (25 mm x 1.5 gage strap) 100 (2540) 14 in (6 mm) threaded rod 50 (1270) 1Y. (38) x 1if (38) x 316 (5) angle 38 in (10 mm) threaded rod 150 (3810) 134 (38) x 1X. (38) x 316 (5) angle 12in(12.7 mm) threaded rod 218(5540) 2(51)x2(51)x14(6) angle 9. Maintenance and Repair No maintenance is required when installed in accordance with Morgan Thermal Ceramics (MTC) installation instructions. If damage is limited to the foil facing, aluminum foil tape can be used to repair the foil facing. If an area of blanket is found to be damaged the following procedure must be incorporated. If the damaged area is larger than 8" (203mm) x 8" (203mm) the entire wrap section must be removed and replaced according to MTC installation instructions. If the damaged area is small (less than 8" (203mm) x 8" (203mm)), the damaged area must be cut away and replaced with a new section 1" (25mm) larger in length and width than the cut out, such that the new section can be compressed tightly into the cut out area. All cut edges of the new section must be taped and sealed with aluminum foil tape. The new section must be held in place with either pinning or banding per MTC installation instructions. 10. Limitations Morgan Thermal Ceramics FireMaster FastWrap XL shall be installed in accordance with these installation instructions and appropriate laboratory design listings. The integrity of FastWrap XL systems is limited to the quality of the installation. • For personal protective equipment recommendations. please see MSDS. Thermal Ceramics, FireMaster, and FastWrap are trademarks of Morgan Crucible Company Plc. FireMaster products are manufactured by Morgan Thermal Ceramics and are distributed by authorized distributors. www.morganthermalceramics.com 02:2012 Page 4 of 8 14 Morgan ThermalCeramics 1 or 2 Hour Shaft Alternative / Zero Clearance to Combustibles 11/r 138) 1 Butt Joint / Butt Joint Typical TWO LAYER INSTALLATION (Grease Duct Per ASTM E2336 and UL Listing G18) 730'lZ O 3(765F (153) 11/2' 38 ]5) © O 11R © O 3'(75 ) 2(38_) . \ ice 1R_ 3 8 \ \ 0 21'1533)T9. 11'(533)TYP. Telescope Wrap Option Butt Joint Option Checkerboard Wrap Option SINGLE LAYER INSTALLATION OPTIONS (HVAC Duct Per UL Listing V191 FIGURE 1 1 Two Layers of XL Insulation for ASTM E2336 Grease Duct Enclosures per UL Listing G18 One Layer of XL Insulation for Air Ventilation Duct Enclosures per UL Listing V19 2 Steel banding minimum 1/2" (13) wide by 0.015" (0.4) thick. 3 Tight butt joints (ULC Grease Duct requires 3° (75) overlap) 4 Min. 3" (75) overlap on perimeter and between adjacent blankets 5 Optional 6" XL collar 6 Hangers - size dependent weight of assembly (see datasheet Section G) 7 Trapeze Supports - size dependent on weight of assembly (see datasheet Section G) 8 Steel Rectangular or Round Duct (size, gage and construction dependent per Listed Design) www.morganthermalceramics.com 02:2012 Page 5 of 8 14 Morgan CThermalCeramics Commercial Kitchen Grease Duct Enclosure System Air Ventilation Duct Enclosure System Through Penetration Firestop Systems XL Insulation continuous through rated wall assembly XL insulation terminated on both sides of the rated wall assembly XL Insulation continuous through rated floor /ceiling assembly XL insulation terminated at the top and bottom surface of the floor /telling assembly Firestop Designs per ASTM E814 / UL 1479 - Consult UL / ULC Directories for System Details UL Listing F- & T- Rating (1) Floor/Wall (2) Penetrant (3) Enclosure Per (4) Termination (5) Flrestop Sealant Details C-AJ -7012 2-hour Concrete/CMU 84x24; 26 Ga Duct V19; FRD3; 5; 18 wrap through 1/2 In; STI; Tremco C -AJ -7014 3-hour Concrete/CMU 8424; 26 Ga Duct V2; wrap through 1/2 In; STI; Tremco C-AJ -7019 1 or 2 -hour Concrete/CMU 84x24; 26 Ga Duct V19; FRD3, 5, 18 terminate at 1/4 in; STI; Tremco C -AJ -7021 2-hour Concrete/CMU 49x24; 16 Ga Duct G18; FRD4; 7 terminate at 1/4 in; STI; Tremco C -AJ -7095 2-hour Concrete/CMU 39x39; 22 Ga Duct V19; FRD3, 5, 18 wrap through 1/4 in; STI Hal; Rectorseal; Tremor C-AJ -7098 2-hour Concrete/CMU 49x24; 16 Ga Duct G18; FRD4; 7 wrap through 1/4 In; STI; Hill; Rectorseal; Tremco F-C -7036 1 or 2-hour Wood/Gyp Floor 24x12; 16 Ga Duct G18; FRD4; 7 wrap through 1/4 in; STI; Hill; Rectorseal; Tremco F-C -7055 1-hour Wood /Gyp Floor 4 Dia; 30 Ga Duct V29; FR028 wrap through 1/4 in; STI WJ -7086 2-hour Concrete/CMU Wall 100x100; 28 Ga Duct V19; FRD3;5; 18 terminate at 1/4 in; STI W -L -7121 1 or 2-hour Gyp Wall 30x30; 18 Ga Duct G18; FRD4; 7 wrap through 1/4 In; STI; Hill; Rectorseal; Tremco W-L -7145 1 or 2 -hour Gyp Wall 100x100; 26 Ga Duct V19; FRD3; 5; 18 terminate at 5/8 in; STI The integrity or Morgan Theme! Ceramics dud systems Is limited to are quality ol the Installation. XL00Y6 www.morganthermalceramics.com 02:2012 Page 6 of 8 1/ Morgan CThermalCeramics FASTDOOR XL Access Door Systems Arfgfore ASTM E 2336 Compliant Enclosure and Door System Legend 1 UL listed FastDoor XL access panel 2 All Thread Rods and wing nuts 3 Retainer Clips with threaded nut and wing bolts 4 Insulation layers as required by UL or ITS Listings 5 FastDoor XL; 1 -1/2 inch thick single layer insulation UL 1978 Compliant Enclosure and Door System FastDoor XL1 Access Doors Sizes Available Opening Sizes Ordering Code 10" x 6" Door Opening 434 - 6970 -034 -99X1 12" x 8" Door Opening 434 - 6970 - 035 -99X1 12' x 12" Door Opening 434 - 6970-036 -99X1 16" x 12" Door Opening 434 - 6970 -037 -99X1 20" x 20" Door Opening 434- 6970 - 038 -99X1 www.morganthermalceramics.com 02:2012 Page 7 of 8 14 Morgan ThermalCeramics FireMaster® Fasf 2 and 3 Sided Wrap Detail for Attaching to Walls and /or Ceilings FIGURE 4 1 1 or 2 Hour Rated Concrete floor, ceiling, or wall 2 Insulation layers as required by UL and ULC Listings (see datasheet Section 6) 3 Concrete fastener system 4 3/16" (5) thick x 2" (50) -3" (75) wide bar stock perforated 12" (305) o.c. 5 8" (203) maximum Air Gap 6 Duct (independently supported as required by code) 7 Steel banding min. 1/2" (13) wide by 0.015" (0.4) thick. 8 Banding clip www.morganthermalceramics.com 02:2012 Page 8 of 8 RD ACCESS DOORS SYSTEM q FOR RECTANGULAR DUCT AND OTHER FLAT SURFACES Illustration: Standard RD Access Door with Polyethylene Gasket it C The doors are press formed, strong and clean in appearance. • Easy and rapid installation. • Duct opening is reinforced by being clamped between two metal covers. • Two knobs enable the easy handling of the door. • Available in (11) 5 multiple versions. Locking. nuts prevent the knobs from being removed IZflfWED FOR CODE COMPLIANCE APPROVED DEC 0 7 2012 City of Tukwila BUILDING DIVISION For safety reasons and to prevent the Toss of the door, retaining cables are available as an option Polyamide corrosion -free knobs give years of trouble -free operation Polyethylene gasket M Galvanized springs Galvanized cup square bolts with gasket ring CORRECTION LT44t RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER METU- SYSTEM E- Catalog 2009 Rev. 00 RD ACCESS DOORS METU SYSTEM AVAILABLE OPTIONS RD Access Do with polyethylene (PE) gas e and polyamide knobs Operating temperat - to +158 °F Gr istant Also avai a with self - adhesive r which protects from possible i due to the sharp edges of the opening: ersion RD Access Door with SKK with self- adhesive rubber e and polyamide knobs Operating to to +21 ° m -94 °F ( -70 °C) For operating temperatures above +158 °C ( +70 °C) version: RD Access Door HT (High Temperature and grease duct applications) with ceramic wool gasket that is bonded to top plate of access door steel knobs and 16 gauge black iron backing plate Resists temperatures up to approx. 2012 °F ( +1100 °C) Note: Ceramic wool gaskets should be inspected after each opening, and replaced if damaged. All versions are available in galvanized steel, stainless steel and aluminum. In case of higher requirements regarding the resistance to abrasion (dust collection systems for instance) or for improved aerodynamic properties, we also offer access doors with a 3rd plate which is welded to the inside panel of the door. Since this 3rd plate also serves insulation purposes, this access door is described as IRD -3PL under "IRD -3PL Access Doors ". it" - More information about the rubber edge molding (SKK), other gasket materials, water - tightness, knobs, and fire resistance can be provided upon request. METU- SYSTEM E- Catalog 2009 Rev. 00 2 RD ACCESS : DOORS METU SYSTEM INSTALLATION Apply the self - adhesive template on the duct wall at the desired position. Cut the opening following the edge of the template. For Standard Installation Proceed to Step 6... Only for access doors ordered with SKK rubber edge molding: The SKK molding is fitted with pre- injected glue. It can be applied on duct walls up to 14 Gauge. Only for access doors ordered with SKK rubber edge molding: The thicker lip of the SKK must be inside the duct. Only for access doors ordered with SKK rubber edge molding: Apply the SKK molding so that the duct wall enters as deeply as possible into the pocket. Both ends should meet at a straight section, pressing slightly against each other but without overlapping. Door installation: turn the knobs until they hit the stops and insert the inner door panel inside the opening at an angle. Then straighten the door, pull it lightly to center it and tighten the knobs. Template cut -out dimensions are available upon request. INSTALLATION DIMENSIONS: Please be aware of the following ope- ning position limitations: A = min. 2.0" B = min. 2.0" C = min. 0.75" D = min. 0.75" Distance between ductwall and knob when Access Door knobs are tightened: RD -84 = approx. 1 -3/8" RD -128 = approx. 1 -3/8" RD -126 = approx. 2" RD -128 = approx. 2" RD -168 = approx. 2" RD -1612 = approx. 2 -1/4" RD -2012 = approx. 2 -1/4" RD -2016 = approx. 2 -5/8" RD -2416 = approx. 2 -5/8" RD -2420 = approx. 2 -7/8" RD -2820 = approx. 2 -7/8" AIR - TIGHTNESS: Correctly installed RD Access Doors are air -tight up to 20" w.g. METU- SYSTEM E- Catalog 2009 Rev. 00 3 InD ACCESS MORS ORDER RA,MGE ERB SVSTEN RD Access Doors (Standard versions) g No. Description RD Access Doors with S (With SKK rubber edge mold' " log No. Description - - RD Access Doors HT (For operating temp. above +158°F) Catalog No. Description (7 x 3 in) in (7 x 3 In) . (7 x 3 in) , . Galvanized :An: K-73GA Galvanize ' RDHT-73GA Galvanized RD- 04 Stainless Type 304 ,11111a -73T304 Stainless , 304 RDHT-73T304 Stainless Type 304 RD-7 .$-. Aluminum ,idizi -73AL Aluminu g RDHT-73AL Aluminum (8 4 in) •-:. III (8 x 4 in) .;,, (8 x 4 in) RD-84e Galvanized Ai RDS :4GA Galva '' RDHT-84GA Galvanized RD-84T Stainless Type 304 .:1111 RDS 4% 4T304 Stain! . ype 304 RDHT-84T304 Stainless Type 304 RD-84AL Aluminum - il. RDSK AL Alumi RDHT-84AL Aluminum RD-64T3 Stainless Type 316 RDSK T316 Stai Type 316 RDHT-84T316 Stainless Type 316 ; (12 x 6 in) ... (12 x 6 1 (92 x 6 in) RD-126GA <• Galvanized , , RDSKK- A Gal T- ed RDHT-126GA Galvanized RD-126T30 Stainless Type 304 -,.' RDSKK-1 304 St -s Type 304 RDHT-126T304 Stainless Type 304 RD-126AL luminum , RDSKK-1 Al um RDHT-126AL Aluminum 12 x 8 in) °-- - (12 n) (12 x 8 in) RD-1280A alvanized ;,°- RDSKK-12 -, e. , ized RDHT-128GA Galvanized RD-1287304 inless Type 3 ''' RDSKK-128. 4 less Type 304 RDHT-128T304 Stainless Type 304 RD-128AL minum ,.., , RDSKK-128 .,. inum RDHT-128AL Aluminum RD-128T316 inless Type : RDSKK-128 `'" , . inless Type 316 RDHT-128T316 Stainless Type 316 ( x 8 in) ''''.e ' 8 in) (16 x 8 in) RD-168GA G nized ; RDSKK-168G ' ii.-, = Ivanized - RDHT-168GA Galvanized RD-168T304 St ess Typ , 04 ,.... RDSKK-168T3i ainless Type 304 RDHT-168T304 Stainless Type 304 RD-168AL Alu , RDSKK-168AL ' .. uminum RDHT-168AL Aluminum RD-1612GA , (16 „, . x 12 in) (16 x 12 in) Galv. RDSKK-1612G alvanized RDHT-1612GA Galvanized RD-1612T304 Stain ' e 304 , .. , RDSKK-1612T - .+ .tainless Type 304 RDHT-1612T304 Stainless Type 304 RD-1612AL Alumi k.' :. RDSKK-1612 uminum RDHT-1612AL Aluminum RD-1612T316 Stainle ' . pe 316 RDSKK-1612 ainless Type 316 RDHT-1612T316 Stainless Type 316 (20 x ° in) - ,,' ' 121n) (20 x 12 in) RD-2012GA Galva - RDSKK-201 '', -- Ivanized RDHT-2012GA Galvanized RD-2012T304 Stainl '`' .k: pe 304 RDSKK-201 7‘ inless Type 304 RDHT-2012T304 Stainless Type 304 RD-2012AL Alu - : RDSKK-20 44' 112, inum RDHT-2012AL Aluminum (20 : : , 6 in) (20 x 16 in) RD-2016GA G • l':- _. RDSKK-2, , A • ' nized RDHT-2016GA Galvanized RD-2016T304 S 2 i 304 ,.' RDSKK-- 304 ess Type 304 r+ RDHT-2016T304 Stainless Type 304 RD-2016AL - minum ' RDSKK- ' AL A ; um RDHT-2016AL Aluminum RD-20167316 7° ainless Typ i 16 RDSK - 6T316 St 1 -ss Type 316 RDHT-2016T316 Stainless Type 316 , :.., (24 x .-, n) (24 x 96 in) RD-2416GA , Galvanized RDS 16GA Ga zed RDHT-2416GA Galvanized RD-2416T3' ' Stainless Type _ RDS 4416T304 Stai Type 304 RDHT-2416T304 Stainless Type 304 RD-2416A Aluminum RD , 2416AL Alu RDHT-2416AL Aluminum , (24 x 20 in) -, gm ' (24 x 2 (24 x 20 in) RD-242 , Galvanized ' ELF -2420GA Galv. , d RDHT-2420GA Galvanized RD-24 - 304 Stainless Type 3 ' Er K-2420T304 Stain! "f;! ype 304 RDHT-2420T304 Stainless Type 304 RD-2 AL Aluminum if KK-2420AL Alumi '44t- RDHT-2420AL Aluminum RD- . 0T316 Stainless Type 31 or KK-2420T316 Stainle - . pe 316 RDHT-2420T316 Stainless Type 316 11.1 (28 x 20 in) (28 x 20 i ° (28 x 20 in) LW 820GA Galvanized -11111/ 'SKK-2820GA Galvani ,, RDHT-2820GA Galvanized IC' 2820T304 Stainless Type 304 ,-11111, DSKK-2820T304 Stainless 304 RDHT-2820T304 Stainless Type 304 r -2820AL Aluminum W RDSKK-2820AL Aluminum - -,.-. RDHT-2820AL Aluminum •-2820T316 Stainless Type 316 RDSKK-2820T316 Stainless 116 RDHT-2820T316 Stainless Type 316 - The RD access doors made of aluminum are fitted with Stainless TyL�b4 bolts, nuts and springs. - The RD access doors made of Type 316 are fitted with Type 304 bolts, nuts and springs. - The high temperature aluminum versions are fitted with Stainless Type 304 steel knobs. - All imperial units are approximations. METU-SYSTEM E-Catalog 2009 Rev. 00 4 Harris Group Inc. November 28, 2012 Dave Larson Senior Plans Examiner City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Reference: The Boeing Company Building 9 -101 — 9725 East Marginal Way S HGI Correction Letter #2 Building Division Review Memo #3 Permit Application Number M12 -153 HGI Project No.: 12469.00 Dear Dave: RECEIVED . CITY OF TUKWILA DEC ,0 42012 PERMIT CENTER We have reviewed your correction letter comments on the subject project dated November 14, 2012. The comments are listed below with our response. 1. Your response to my first review memo item 1.b refers to section C on sheet S613 for rooftop unit anchorage. This sheet was not included with the mechanical permit submittal. I did look at S613 submitted with the building permit and it lacks information. How many anchor bolts are required for each unit for the curb to roof connection and how are units attached to the curbs? These connections need to be designed by a structural engineer. Please add this information to this mechanical permit application. Response: Sheet S613 is attached with additional AHU attachment information and associated vendor structural calculations. 2. Your response item 1.d and 1.e refers to sheet M2a. This page was not included with this mechanical permit application. Response: Sheet M2a attached. We have also attached Sheet M316 that shows the location of the smoke detector on the Airflow Diagram. 3. Your response item 3 still does not include installation details for each hood. Typical the inspectors will need to see the size and number of all- thread hangers at not -wall attached edges and connections to the structure above as well as the wall connections at the back of the hoods. Lateral bracing should be shown if applicable. Response: New Sheet S613b attached showing hood vertical support. Clips at walls and hanger rod connection points are shown on the individual hood drawings FS2A508, FS2A509, FS2A510 and FS2A512 submitted separately. Communications: Phone: (206) 494 -9400 Fax (206) 494 -9500 www.harrisgroup.com Office: 300 Elliott Aveune W. Suite 500 Seattle, WA 98119 Mr. Dave Larson 1 Senior Plans Examiner November 28, 2012 Page 2 4. Response to item #4 did not include pizza oven manufacturer's specs and installation as requested. Response: See attached pizza oven catalog cutsheets and installation manual. Attached are referenced drawings and documents as noted. We are available to meet with you to discuss any details or needed clarifications. Very truly yours, Harris Group Inc. ;2 Stephen E. Lusk, AIA, PE Project Manager cc: File, Boeing — Roger Cecil, John Murdoch November 21, 2012 Jim Thomas 5005 3`d Ave S Seattle, WA 98134 1 Ci ty of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #2 Mechanical Permit Application Number M12 -153 Boeing #9 -101 Cafeteria — 9725 East Marginal Wy S Dear Mr. Thomas, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and be reflected on your drawings. I have enclosed comments from the Building Department. The Fire Department has no corrections at this time. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Je a . fer Marshall e t Technician encl File: M12 -153 W: (Permit CenterlCorrection Lettersl20121M12 -153 Correction Letter #2.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo #3 Project Name: Boeing #9 -101 - Cafeteria Permit # M12 -153 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. Your response to my first review memo item 1.b. refers to section C on sheet S613 for rooftop unit anchorage. This sheet was not included with the mechanical permit submittal. I did look S613 submitted with the building permit and it lacks information. How many anchor bolts are required for each unit for the curb to roof connection and how are the units attached to the curbs? These connections need to be designed by a structural engineer. Please add this information to this mechanical permit application. 2. Your response item 1.d. and 1.e. refers to sheet M2a. This page was not included with this mechanical permit application. 3. Your response item 3 still does not include installation details for each hood. Typically the inspectors will need to see the size and number of all- thread hangers at non -wall attached edges and connections to the structure above as well as the wall connections at the back of the hoods. Lateral bracing should be shown if applicable. 4. Response item #4 did not include pizza oven manufacturer's specs and installation instructions as requested. Should there be questions concerning the above information please contact the Building Division at 206 - 431 -3670. City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 25, 2012 Jim Thomas 5005 3rd Ave S Seattle, WA 98134 RE: Correction Letter #1 Mechanical Permit Application Number M12 -153 Boeing #9 -101 Cafeteria — 9725 East Marginal Wy S Dear Mr. Thomas, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and be reflected on your drawings. I have enclosed comments from the Building Department. The Fire Department has no corrections at this time. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. encl File: M12 -153 W:\Permit Center \Correction Letters \2012\M12 -153 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 r Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Project Name: Boeing #9 -101 Permit #: M12 -153 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The plans are lacking information related to the new HVAC equipment. Please provide the following: • Structural calculations showing that the building can support the additional loads of the new rooftop equipment. • Structural details for the rooftop unit anchorage. • Structural details for new penetrations through roof. • Equipment schedules and additional information needed to show that the new HVAC systems meet the energy code and mechanical code. • Requirement and proposed location for duct detection or other method of accomplishing HVAC shutdown. 2. On page M316 you show five exhaust hoods, one of which appears to be a double hood as the exhaust hood schedule lists six hoods. On the permit application there were only two listed. Please revise the application. 3. Please provide the make, model number, and sizes of the exhaust hoods. Also, installation details and typically a cross - section for each type of hood. Equipment or appliances under each hood should also be provided. Code required clearances and overhang based on the manufacturers listing will need to be provided. Also provide grease duct installation details such as offsets, clean -outs, size, gauge, and fire rated shaft or blanket details. 4. Item 119 appears to be a pizza oven. I could not find any details. Provide manufacturers specs, source of heat, vent type as required per manufacturers specs and installation requirements. Will this unit have fire suppression? 5. Check to make sure that all pages referenced in the provided plans are included or remove the references. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. ltdoa a8003 1.11Na3d. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M12 -153 DATE: 12/04/12 PROJECT NAME: BOEING #9 -101 - CAFETERIA SITE ADDRESS: 9725 EAST MARGINAL WY S Original Plan Submittal Response to Correction Letter # 2 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: uilding Division Public Works Fire Prevention Structural ❑ Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: DUE DATE: 12/06/12 Incomplete ❑ Not Applicable ❑ Permit Center Use Only, INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required 1 1 REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 01/03/13 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: CO i}r , COQ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M12 -153 DATE: 11 -09 -12 PROJECT NAME: BOEING #9 -101 - CAFETERIA SITE ADDRESS: 9725 EAST MARGINAL WY S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPART ENT l/nL. Building Division Public Works PON)C ire Prevention Structural Planning Division Permit Coordinator s DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -13 -12 Complete Comments: Incomplete Not Applicable Permit Center Use OnIy INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: No further Review Required APPROVALS OR CORRECTIONS: DUE DATE: 12 -11 -12 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: II I tiI L Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: GAA, Documents /routing slip.doc 2 -28 -02 PERMIT COP? PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M12 -153 DATE: 10 -04 -12 PROJECT NAME: BOEING #9 -101 - CAFETERIA KITCHEN SITE ADDRESS: 9725 EAST MARGINAL WY S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEP RT EN_T_S�:. Bu I ing Ivis on Public Works n Fire Pr &ention Structural ❑ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-09-12 Complete Incomplete ❑ Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route TI Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11 -06-12 Approved n Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only 1,, CORRECTION LETTER MAILED: 1°` l4 Departments issued corrections: Bldg ] Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Cityllf Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ❑ Response to Incomplete Letter # f , Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: Project Name: Project Address: Contact Person: Summary of Revision: q � � M lg.- I Fes. NIA 3` f\A-( LJAV A � Phone Number: go 6 P - gl an (Inv oF u DEC 04 2012i PENvn r CENTER e AcLe ( Rif nSe otn J Lf ,-) A J-e e 0-J (of Cer ; OV1 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by:/✓V Entered in Permits Plus on H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 City* Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date ❑ Response to Incomplete Letter # LJ Plan Check/Permit Number: Response to Correction Letter # T Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: Summary of Revision: \D A CeeC,A� M1\ l JA,/ S Phone Number: 1 MY OF TUKWILA NOV :0.9 2012i PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision includingdate..o(revisi <----)1 Received at the City of Tukwila Permit Center by: Entered in Permits Plus on l —Gi- H:WpplicationsWorms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 Contractors or Tradespeople P ter Friendly Page General /Specialty Contractor A business registered as a construction contractor with Lal to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company MCKINSTRY CO LLC 2067623311 Po Box 24567 Seattle WA 98134 King Limited Liability Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602569922 Active MCKINCL942DW Construction Contractor 3/16/2006 3/16/2014 General Unused License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LYDIGML901JLLYDIG+ MCKINSTRY LLC Construction Contractor General Unused 4/13/2010 4/13/2014 Active WESTVI *121RF WESTVENT INC Construction Contractor General Unused 12/6/1988 9/1/1994 Archived MCKIN* *372ND MCKINSTRY CO Construction Contractor General Unused 8/20/1963 1/2/2008 Re Licensed Business Owner Information Name Role Effective Date Expiration Date PEDERSEN, JAMIE D Agent 03/16/2006 Bond Amount ALLEN, DEAN CHARLES Partner /Member 03/16/2006 929519469 MOORE, DOUGLAS JAMES Partner /Member 03/16/2006 ALLEN, DAVID EDWARD Partner /Member 03/16/2006 WESTERN SURETY CO TEPLICKY, JOSEPH WILLIAM Partner /Member 03/16/2006 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 Western Surety Co 929519469 03/01/2011 Until Cancelled 01/23/2012 $12,000.00 02/24/2011 2 WESTERN SURETY CO 929511574 09/09/2010 Until Cancelled $12,000.00 09/02 /2010 1 TRAVELERS CAS 8 SURETY CO 104702039 01/03/2006 Until Cancelled 03/01/2011 $12,000.00 03/16/2006 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 5 Zurich American Ins Co 3999903 01/31/2012 01/31/2012 01/31/2013 $2,000,000.00 12/16/2011 ZURICH 4 AMERICAN INS GLA3999903 01/31/2011 01/31/2012 $2,000,000.0012 /20/2010 CO ZURICH 3 AMERICAN INS CP0399990301 01/31/2009 01/31/2011 $2,000,000.00 12/07/2009 CO ZURICH 2 AMERICAN INS CP03999903 01/31/2008 01/31/2009 $2,000,000.00 01/31/2008 CO 1 DTC052D7193C0F07 01/31/2006 01/31/2009 $1,000,000.00 01/08/2008 https://fortress.wa.gov/lni/bbip/Print.aspx 12/12/2012 (E) ST 4WF8.5 HANGER (TYP) REMOVE AND RELOCATE EXISTING LADDER TO OPPOSITE END OF PLATFORM. USE SIMILAR CONNECTION DETAILS. SEISMIC /WINDLOAD RESTRAINT BRACKET WITH (14) #10 TEK SCREWS �(E) GIRDER (7 EA. EDGE) SEE TABLE PRE FABRICATED 16” STL. CURB DETAIL SCALE: 1/4 ° =1'— '1 D 2S63 S613 RELOCATED LADDER SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical Electrical Plumbing Gas Piping City of Tukwila ♦,gi_ „ro?vts,,l DIVISION 1 ALTERNATE WHEN APPLICABLE 1/2"0 EXPANSION ANCHOR (HILTI KWIK BOLT TZ OR APPROVED OTHERS) MIN. EMBEDMENT 3 1/4" MIN CLR SECTION SCALE: 1' =1' -0" 1/2"0 THRU —BOLT (FILL W/ EPDXY ADHESIVE) SEE TABLE (E) 1 1/2" PRE —CAST CONCRETE ROOF PANELS MIN. REQ'D NUMBER MIN. REQ'D NUMBER AHU # RESTRAINT BRACKETS CURB /ROOF 1/2"0 ANCHORS 4 8 AHRM5 2 PER SIDE 4 EA. LONG SIDE is AHRM6 3 PER>SIDE 6 EA. (16) SIDE 2 EA. SHORT SIDE 4 AHRN5 2 PER,SIDE 4 EA. LONG SIDE �C1 RFS511 S613 SYM REVISION BY APPROVED DATE SYM REVISION CAFETERIA — IFP 12254733 HGI SEL 06.04.12 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. APPROVED DATE 2 CAFETERIA - REVISED PER CITY COMMENTS 12254733, HGI SEL 11.28.12 ANGLE FRAM E — (E) 1/4" CHECKER PL (E) 6C �3/.i s� TYP/ 3 /16 V (2) 5/8"0 CONCRETE EXPANSION ANCHOR BOLT W/ MIN EMBED 3" SECTION SCALE: 1/4 ° =1' -0" 2' -0" 2' -0" (E) 6WF (E) 6WF BEYOND TRANSFORMER Q�BOE /NG' DOUBLE STUDS TRANSFORMER SUPPORTS BLOCKING (TYP) SECTION (E) LADDER (E) C6 (A� 5673 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 7 2012 City of it iia BUILDING D ISION TRANSFORMER FLOOR DRAIN TILE AND BED GROUT CORE I DRILL ( COORDINATE W/ FLOOR DRAINS EPDXY TYPE GROUT VARIES SECTIO CONSTRUCTION NOTES REMOVE EXISTING PLATFORM ACCESS LADDER AND CHAIN. INFILL EXISTING GUARD RAIL WITH LIKE MATERIALS. INSTALL REMOVED LADDER USING SIMILAR DETAILS AND MATERIALS. CUT EXISTING GUARD RAIL AND INSTALL NEW SAFETY SWING GATE TO PROVIDE PLATFORM ACCESS. (E) 5" CONCRETE SCALE: 1"=1'-0" MIN 1/2 "0 MACHINE BOLT EACH CORNER TOS COORDINATE W/ ARCHITECTURAL AND ELECTRICAL L3x3x 1 /4 WELDED FRAME - --- ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN A. WOO CHECKED P. TSCHERNEGA ENGINEER C. VAIL CHECKED L SHOWALTER APPROVED S. LUSK APPROVED TYP ALL ANGLES 2E112 S613 DATE 06.04.12 06.18.12 1 3/16 v PL1 /3x4x0'- 6 "----- BLOCKING 10 j FRAME (TYP) (B1 S457L613 FLOOR SLAB (E) G1 GIRDER (1'- 6 "x4' -0 ") FILE COPY Permit N©. MO---4C/2- Plan rcvIew approval is subject to errors and omissions. A;rprcval of construction documents does not au hcr,w3 ; v:3 aion of any adopted code or ordinance. Recs:pt of approved Field Copy and conditions is adulowli ,ri: By yip4,inv-14- Data to - ia- u TYP City Of Tukwila 3/16 V <T &B BUILDING DIVISION � �-- DOUBLE STUDS Y-fil` 600S162 -68 GRD. 50 BACK —TO —BACK R CE:�rEU . CITYOFTUK'MIA DEC 042012 PERMIT CENTER 2' 0 2' 4' 8' NM MN MI MI SCALE: 1/4"=1'-0" CORRECI}pM ISSUED FOR CONSTRUCTION LfiR# M 19A SUBTITLE MISC SECTIONS AND DETAILS CURRENT REVISION 12254733 Harris Group Inc. Engineering Solutions for o Better World 12469.00 ® www.harrisgroup.com SYMBOL 2 DATE 06.18.12 06.18.12 06.18.12 06.18.12 CAFETERIA BUILDING 09 -101 JOB NO. 12254733 COMP NO. STRUCTURAL MASTER DEV. CENTER, WA DWG NO. 09- 101 -S613 (E) ROOF PURLI S613B 3/8 "o HAN 3ER RODS (TYP, BLAST CHILLER PRODUCTION COOKING NEW EXHAUST HOOD ABLE SWAY BRACE (TYP) (E) ROOF PURLI V—/ f -11 11 11 11 II II 1 (E) ROOF 4 PURLIN NOTE: HOOD #13 SHOWN, HOODS #93, 119 & 128 SIMILAR SEE TABLE AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. ENLARGED PLAN SCALE: 1/2 " =1' -0° 10' -0" (REF) 1 ' 1 S613B L (E) ROOF PURLIN (E) T /ROOF DECK (E) INSERT (TYP) STRUT SUPPORT / UNISTRUT P5001 OR / APPROVED EQUAL /f UNISTRUT P5001 OR APPROVED EQUAL MIN. 3/16" 7x7 STRAND SS WIRE ROPE SWAY BRACE —ONE EACH FREE CORNER ANCHOR TO ROOF PURLIN 7 1L_ P1000 UNISTRUT ROD STIFFENER REQ'D AT it BRACE LOCATIONS CLIP MAX 12" 3/8 "i HANGER RODS (TYP) INSTALL PER MANUFACTURER'S RECOMMENDATION ,r STUD WALL NEW EXHAUST HOOD (CONFIGURATION VARIES SECTION 1 � 1 S613B ANCHOR TO WALL WHEN PRESENT W/ MIN. #10 SCREWS EACH STUD (TYP) 1/8"x3" BNT PLATE W/ (2) 3/8"0 BOLTS TO (E) STRUT INSERT & (1) 1/2"0 BOLT TO NEW P5001 STRUT SYM REVISION APPROVED DATE SYM REVISION BY APPROVED DATE 1 CAFETERIA - ADDED PER CITY COMMENTS 12254733 HGI SEL 11.28.12 EXHAUST HOOD TABLE HOOD NUMBER MINIMUM NUMBER HANGERS MINIMUM SWAY BRACE REQUIRED 15 20 BACK WALL AND (2) SWAY BRACES 93 20 BACK WALL AND (2) SWAY BRACES 119 4 (4) SWAY BRACES (1 EACH CORNER) 128 16 (4) SWAY BRACES (1 EACH CORNER) g)LAIrzw,Aw® ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0'7 2012 City of Tukwila BUILDING DIVISION DRAWN A. WOO CHECKED P. TSCHERNEGA ENGINEER C. VAIL CHECKED L SHOWALTER APPROVED S. LUSK APPROVED DATE SUBTITLE 06.04.12 06.04.12 LEGEND NOT USED. GENERAL NOTES 1 NOT USED. 12 >NOT USED. REFERENCE DRAWINGS XX— XX —XXXX NOT USED CONSTRICTION NTES 1. NOT USED. NOT USED. MISC SECTIONS, DETAILS 2' 1' SCALE. 1 RECEIVED CITY OFTUKWILA DEC 042012 PERMIT CENTER 0 1' 2' 2 "= SI CURRENT REVISION 12254733 SYMBOL Harris Group Inc. Engineering Solutions for a Better World c� 12469.00 www.harrisgroup.com DATE 11.28.12 06.04.12 06.04.12 06.04.12 TITLE STRUCTURAL MASTER CAFETERIA BUILDING 09 -101 SHEET S613b JOB NO. 12254733 COMP NO. DEV. CENTER, WA DWG N0. 09-- )1 -S613b AIR HANDLING UNIT EQUIPMENT SCHEDULE TAG # AREA OF SERVICE SUPPLY FAN RETURN /RELIEF FAN COOLING HEATING OPERATING WEIGHT (LBS) ELECTRICAL BASIS OF DESIGN NOTES AIRFLOW (CFM) ESP (INCH WC) MIN. OSA (CFM) AIRFLOW (CFM) ESP (INCH WC) EAT (DB /WB) LAT (DB /WB) SENS (MBH) TOTAL (MBH) CHW (GPM) EAT (DB) LAT (DB) TOTAL (MBH) HW (GPM) SF (HP) V /PH /HZ RF HP V /PH /HZ AHRM5 KITCHEN 3100 1.5 1225 1875 0.5 79/66 60/58 65 83 16 52 70 64 3 4665 5 460/3/60 1 460/3/60 MCQUAY MODEL OAHOO8GDAC SEE BELOW AHRM6 SERVERY 10800 1.5 2028 8770 0.5 77/63 52/51 294 351 63 64 72.5 108 4 9350 15 460/3/60 3 460/3/60 MCQUAY MODEL OAH025GDAC AHRN5 KITCHEN /SERVERY 4500 2 4500 N/A N/A N/A N/A N/A N/A N/A 20 66.5 229 10.8 3065 5 460/3/60 N/A N/A MCQUAY MODEL OAH01OGHAC NOTES: 1. PROVIDE SI BELT DRIVE FANS. 6. PROVIDE WEATHER PROOF, INSULATED CASING. 10. PROVIDE LEFT SIDE OSA INTAKES ON AHRM5 & AHRM6 AND NORTH END INTAKE ON AHRN5. 2. PROVIDE HINGED ACCESS DOORS. 7. COOLING BASED ON 45 °F EWT AND 20% PROPYLENE GLYCOL. 11. PROVIDE VFD FOR CONTROL OF AHRN5 FAN.. 3. PROVIDE BOTTOM DISCHARGE /RETURN CONFIGURATION. 8. HEATING BASED ON 180 °H EWT. 12. SEE SPECIFICATION 23 74 13 FOR CONSTRUCTION DETAILS. 4. PROVIDE PREMIUM EFFICIENCY FAN MOTOR. 9. PROVIDE MERV Al2 FILTERS 5. PROVIDE 16" HIGH ROOF CURB. EXHAUST FAN SCHEDULE TAG # AIRFLOW (CFM) ESP (INCH WC) WEIGHT W /CURBS (LBS) ELECTRICAL BASIS OF DESIGN NOTES HP V /PH /HZ EFRM4 2815 2 197 2 460/3/60 GREENHECK MODEL CUBE- 180 -30 1, 3, 4 EFRN4 700 1.5 120 1/2 460/3/60 GREENHECK MODEL CUBE -101 HP -5 2, 3, 4 EFRM5 2828 2 197 2 460/3/60 GREENHECK MODEL CUBE- 180HP -20 1, 3, 4 EFRN5 1795 2 144 1.5 460/3/60 GREENHECK MODEL CUBE -161 HP -15 1, 3, 4 EFRP5 685 1.5 120 1/2 460/3/60 GREENHECK MODEL CUBE -101 HP -5 1, 3, 4 NOTES: 1. PROVIDE WITH 12" HIGH ROOF CURB AND VENTED CURB EXTENSION TO PROVIDE MINIMUM DISCHARGE EQUAL TO 40" ABOVE ROOF. 2. PROVIDE 12" HIGH ROOF CURB. 3. PROVIDE PREMIUM EFFICIENCY MOTOR. 4. PROVIDE WITH HINGED BASE TO PROVIDE ACCESS TO FIRE PROTECTION ACCESSORIES. REVIEWED FOR CODECOMPLIANCE APPROVED A DEC 07 2012 City of Tukwila BUILDING DIVISION SEQUENCE OF OPERATIONS: THE CONTROL OF THE AHRM5, AHRM6 AND AHRN5 DAMPERS, AND HEATING AND CHW CONTROL VALVES WILL BE BY THE CMCS. AHRM5, AHRM6 AND AHRN5, SHALL RUN WHEN ENABLED BY THE CMCS. OPERATING HOURS WILL BE TWO SHIFTS /DAY AND 5 DAYS /WEEK. AHRN5 IS A 100% OSA UNIT WITH A HEATING COIL. THE HEATING COIL 3 —WAY CONTROL VALVE WILL MODULATE TO MAINTAIN A MINIMUM DISCHARGE AIR TEMPERATURE 62F. • AHRN5 FAN SPEED WILL BE CONTROLLED THRU THE CMCS TO MAINTAIN A CONSTANT SUPPLY DUCT STATIC PRESSURE. • CONTROL DAMPERS DM -15A, DM -15B, DM -93A, DM -93B, DM -128A AND DM -128B SHALL OPERATE IN RESPONSE TO THE EXHAUST HOOD CONTROLLERS THROUGH THE CMCS. • AHRN5 OUTSIDE AIR DAMPER WILL CLOSE WHEN THE UNIT IS OFF. • AHRM5 AND AHRM6 ARE EQUIPPED WITH ECONOMIZERS TO ALLOW FOR FREE COOLING WHEN OSA TEMPERATURES PERMIT. THE OSA AND RETURN AIR DAMPERS WILL MODULATE AS REQUIRED TO MAINTAIN THE ROOM TEMPERATURE WITH A MINIMUM SUPPLY AIR TEMPERATURE = 55F. THE OSA DAMPER SHALL MODULATE TO ITS MINIMUM POSITION WHEN THE OSA TEMPERATURE EXCEEDS THE RETURN AIR TEMPERATURE, AND CLOSE WHEN THE AIR HANDLING UNIT IS OFF. • AHRM5 AND AHRM6 ARE EQUIPPED WITH RETURN /RELIEF FANS THAT RUN WHEN THE SUPPLY FAN. THEIR RELIEF DAMPERS WILL MODULATE OPEN TO RELIEVE EXCESS OSA WHEN IN THE ECONOMIZER MODE • AHRM5 AND AHRM6 ARE EQUIPPED WITH CHILLED WATER AND HEATING WATER COILS. THE TWO WAY CHW CONTROL VALVE AND THE 3 —WAY HW CONTROL VALVE WILL OPERATE IN SEQUENCE TO MAINTAIN THE ROOM TEMPERATURE. • THE AHRM5 AND AHRM6 CHILLED WATER VALVES WILL ONLY OPEN WHEN ECONOMIZER COOLING IS INSUFFICIENT TO MAINTAIN SPACE TEMPERATURES. • AHRM5 AND ,AHRM6 WILL SHUT DOWN IF SMOKE IS DETECTED IN THEIR RESPECTIVE RETURN AIR STREAMS (PROVIDED BY ADT). AHRM5, AHRM6 AND AHRN5 SHALL SHUT DOWN AND THEIR OSA DAMPERS WILL CLOSE IF THEIR RESPECTIVE FREEZE THERMOSTATS DETECT TEMPERATURES < 35F. • EFRM4, EFRM5 AND EFRN5 SHALL RUN IN RESPONSE TO THEIR EXHAUST HOOD CONTROLLERS. • EFRN4 SHALL RUN IN RESPONSE TO THE WARE WASHER SIGNAL. • EFRP5 SHALL RUN BASED ON THE LOCAL SWITCH. S3 EGEIV'ED CI OF TUKVMt.A DEG D w 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION IIIHarris Group Inc. Engineering Solutions for a Better World 12469.00 www.harrisgroup.corn SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 2 CAFETERIA — IFP CAFETERIA — IFC 12254733 12254733 HGI HGI SEL SEL 06.04.12 06.18.12 e)i,Alirl7E711KO' ® o� ACCEPTABI LITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN R. PINLAC DATE 05.07.12 CHECKED P. TSCHERNEGA 06.18.12 SUBTITLE HVAC - SCHEDULES AND SEQUENCE OF OPERATION CURRENT REVISION 12254733 SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER J. SIEMENS 05.25.12 CHECKED P. GILLEN 06.13.12 APPROVED S. LUSK 06.18.12 APPROVED TITLE MECHANICAL MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER. WA SHEET M2a ■ JOB NO. 12254733 COMP NO. DWG NO. 09- 101 —M2a ROOF 2028 CFM CEILING 540 CFM 1000 CFM 2ND FLOOR 685 CFM EFRP5 2828 CFM EFRM5 1795 CFM EFRN5 2815 CFM EFR M4 700 CFM EFRN4 4500 CFM 1225 CFM AIRFLOW SCALE NTS DIAGRA v REVIEWED FOR CODE COMPLIANCE APPROVED DEC 07 2012 City of Tukwila BUILDING DIVISION EXHAUST HOOD SCHEDULE TAG NO. R/A PLENUM SUPPLY (CFM) HOOD TYPE 410 2815 1. li. sp V 200 - I 34 - ( 36) C9-3) 2828 1700 RA PLENUM r 1 DM-15 DM --ZM r 1 P M.) -79; DM-93 r -N DM -MS DM-128 \ 119 V L J i 1795 1080 (93) NOTE: 1. REFER TO DWG 2M462 FOR TAG NUMBER LOCATION. BD (TYP) (E) lt 1 1875 CFM 3100 CFM 1 LC.112) 128 _ r--- 1 1 34 36 lt 8770 10800 CFM 850 INTERIOR WALL CFM --..- SERVERY 1 1 I 850 540 540 CFM CFM CFM 500 CFM --N--•-- 845 845 CFM CFM INTERIOR WALL —7 200 400 CFM CFM KITCHEN JANITOR'S CLOSET 100 CFM AIRFLOW SCALE NTS DIAGRA v REVIEWED FOR CODE COMPLIANCE APPROVED DEC 07 2012 City of Tukwila BUILDING DIVISION EXHAUST HOOD SCHEDULE TAG NO. EXHAUST (CFM) SUPPLY (CFM) HOOD TYPE 410 2815 1690 200 - 34 400 ( 36) C9-3) 2828 1700 685 - 119 1795 1080 128 NOTE: 1. REFER TO DWG 2M462 FOR TAG NUMBER LOCATION. LEGE\D NOT USED. GE\ERAL \OTES 1. NOT USED. REFERE\CE DRAWI\GS FS2A500 FS2A501 FS2A502 FS2A503 FS2A504 FS2A505 FS2A506 FS2A507 FS2A508 FS2A509 CD\STRUCTIO\ \CTES 1. NOT USED. RECtivEU ow OF TUKWILA DEC O 4 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION NI Harris Group Inc. Engineering Solutions for a Better World® 12469.00 ® www.harrisgroup.com SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1 CAFETERIA - IFP 12254733 2 CAFETERIA - IFC 12254733 HGI HGI SEL SEL 06.04.12 06.18.12 i7LISFAREYWAGF' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN R. KOLIBABA CHECKED P. TSCHERNEGA DATE 05.28.12 06.01.12 SUBTITLE AIRFLOW DIAGRAM CURRENT REVISION 12245733 SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER J. SIEMENS 06.01.12 CHECKED P. GILLEN 06.03.12 APPROVED S. LUSK 06.01.12 APPROVED TITLE MECHANICAL MASTER CAFETERIA BUILDING 09-101 SHEET M316 JOB NO. 12254733 COMP NO. DEV, CENTER, WA DWG Na 9-101-1M316 40' -0" REFRIGERATION RACK 40' -0" 171 j OUTDOOR ROOF LOCATION TO BE DETERMIND SIZE: 72" X 40" X 36" HIGH WEIGHT: 1,040 LBS. NOTE: PLUMBING REQUIRE ENTS FOR JANITOR SINK AND FAUCET BY PLUM. DIV.) ,fly. (2 GALS 48x24 24 ) POT /UTENSIL WASHING 48x24 25 ) ( 26) 27 ►( 35 ) ( 37 48X22 \ I /48X22 BLAST CHILLER SOAP AND TOWEL DISPENSER (OSCI) : 8 ;_ _ 4 8X21 48x2-1 48X22 4 (8X22 ` ' COOLER 70 ( 69 ) N, ( +35 °) ix 68 _ T -1 1 —] L 48X21 <48X21 <S8X21 48X21 48X21 ) b $0X21 ELECT. N X f 1 KITCHEN TRASH CAN (BY OWNER) DRY STORAGE II!Hll ! i i !!!!!!!II VEG PREP LOCKERS AND D SK AND CHAIR 30 HANGING RAIL (Y OTHERS) DESK - SAFE BELOW �(BY OTHERS) (BY OTHERS) UNIFORMS (I LOCKERS 1 LL-J HEWS I SOAP AND TOWEL DISPENSER (OSCI) 48X22 48X22 48X22 WEIGHT: 4,500 LBS. ( 109 ) 110 TRASH CAN BELOW ICE (BY OWNER) CREAM COFFEE PASTRY DISPLAY RACK (BY OWNER) COFFEE CUPS /LIDS SPACE BREADS AND PASTRY 72 BREADS DISPLAY RACK (BY OWNER) -- Th■- . - ■_=,,iii*:wwW/,' AAA gialEi24/ _ 4 . iii � - _______;.,, A la I! \ 1 t I ® 136 Q1 SUBS DECORATIVE PLATE STORAGE CARVERY CONDIMENTS ACTION / FLEX PAY 1 CASHIER PAY FRESH GRILL SCALE, POS AND STOOL (BY OWNER) DRY SNACK DISPLAY (BY OWNER) �— I SOUP DECORATIVE PLATE STORAGE SALAD BAR EXPRESS PIZZA & PASTA 140 0rir�r) DECORATIVE PLATE STORAGE CONFIRM EXTERIOR FINISH OF . REACH —IN GLASS DOORS WALK —IN (PAINT COLOR) 164 CONDIMENTS PAY SCALE, POS AND STOOL (BY OWNER) COLD PREP AND DISPLAY 149 ENLARGED FOOD SERVICE P SOAP AND TOWEL DISPENSER (OSCI) LAN - EQUPMENT(T 2Al2, 2A13, 2A18, 2A191F)2A450 LEGEND NOT USED GEN ERAL NOTES NOT USED REFERENCE DRAWINGS 09- 101- FS2A500 09 -101 FS2A501 09- 101- FS2A502 09- 101- FS2A503 09- 101- FS2A504 09- 101- FS2A505 09- 101- FS2A506 09- 101- FS2A507 09- 101- FS2A508 09- 101- FS2A509 09- 101- FS2A510 09- 101- FS2A511 09-101 -FS2A512 09- 101- FS2A513 09- 101- FS2A514 UTILITY SCHEDULE UTILITY SCHEDULE UTILITY SCHEDULE NOTES AND DETAILS ELEVATIONS AND DETAILS ELEVATIONS AND DETAILS ELEVATIONS AND DETAILS EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING REFRIGERATION ENGINEERING CONSTRUCTION NOTES NOT USED Ml2 153 CORRECTION REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 7 2012 City of Tukwila BUILDING DIVISION 4' 2' RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER 0 2' 4' 8' SCALE: 1 /4 "= ISSUED FOR CONSTRUCTION CLEVEn03EP F000SERVICE, BAKERY, COMMISSAFtf,mamair DESIGN/ CONSULTING INFOCCLEV 4GERfSSGCCOM OCII T ST A E CT£:,S XE 203 PUYALLt1P. WASFHNGTON 98373 3 ('! a43•t811 FAX {253184 7435 SEATTLE•N6W YOM(.P•111PPINES WOLC :PUENGERASSOC.COM Harris Group Inc. Engineering Solutions for a Better Engineenng Solutions for a Better World® SYM 1 2 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE CAFETERIA - IFP CAFETERIA - IFC 12254733 12254733 CA CA BH BH 06.04.12 06.18.12 QtBOE /NG° a�— ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. LOEPFE CHECKED B. HALL DATE 06.04.12 06.18.12 SUBTITLE ENLARGED PLAN - EQUIPMENT PLAN CURRENT REVISION 12254733 SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA SHEET FS2A450 JOB NO. 12254733 COMP NO. DWG NO. 09-101 -FS2A450 IIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIII BEVERAGE L IIIIIIIIIIIIII > GRAB,NGO CO I�II�IIIIII II IIIIIIIIIIIIII 1 170 SQ. FT.� 169 167 168 166 <' 8X21 <' � 8X21 <' $0X21 <' 48X22 48X22 PAY SCALE, POS AND STOOL (BY OWNER) COLD PREP AND DISPLAY 149 ENLARGED FOOD SERVICE P SOAP AND TOWEL DISPENSER (OSCI) LAN - EQUPMENT(T 2Al2, 2A13, 2A18, 2A191F)2A450 LEGEND NOT USED GEN ERAL NOTES NOT USED REFERENCE DRAWINGS 09- 101- FS2A500 09 -101 FS2A501 09- 101- FS2A502 09- 101- FS2A503 09- 101- FS2A504 09- 101- FS2A505 09- 101- FS2A506 09- 101- FS2A507 09- 101- FS2A508 09- 101- FS2A509 09- 101- FS2A510 09- 101- FS2A511 09-101 -FS2A512 09- 101- FS2A513 09- 101- FS2A514 UTILITY SCHEDULE UTILITY SCHEDULE UTILITY SCHEDULE NOTES AND DETAILS ELEVATIONS AND DETAILS ELEVATIONS AND DETAILS ELEVATIONS AND DETAILS EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING REFRIGERATION ENGINEERING CONSTRUCTION NOTES NOT USED Ml2 153 CORRECTION REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 7 2012 City of Tukwila BUILDING DIVISION 4' 2' RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER 0 2' 4' 8' SCALE: 1 /4 "= ISSUED FOR CONSTRUCTION CLEVEn03EP F000SERVICE, BAKERY, COMMISSAFtf,mamair DESIGN/ CONSULTING INFOCCLEV 4GERfSSGCCOM OCII T ST A E CT£:,S XE 203 PUYALLt1P. WASFHNGTON 98373 3 ('! a43•t811 FAX {253184 7435 SEATTLE•N6W YOM(.P•111PPINES WOLC :PUENGERASSOC.COM Harris Group Inc. Engineering Solutions for a Better Engineenng Solutions for a Better World® SYM 1 2 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE CAFETERIA - IFP CAFETERIA - IFC 12254733 12254733 CA CA BH BH 06.04.12 06.18.12 QtBOE /NG° a�— ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. LOEPFE CHECKED B. HALL DATE 06.04.12 06.18.12 SUBTITLE ENLARGED PLAN - EQUIPMENT PLAN CURRENT REVISION 12254733 SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA SHEET FS2A450 JOB NO. 12254733 COMP NO. DWG NO. 09-101 -FS2A450 40' -0" VERIFY LOCATION W /FIRE PROTECTION ENGINEER /CODE - NOTE: TO REFRIGERATION SYSTEM ITEM #171. SEE DRAWING "5" THIS SHEET FAN INTERLOCK AND SWITCH LOCATION (BY ELEC. DIV.) r( 1�( II II II 59 u u ( 109 FAN INTERLOCK AND SWITCH LOCATION (BY ;„ELEC. DIV.) FAN_ NTERLOCK__ AND SWITCH LOCATION (BY ELEC. 1 128 FAN INTERLOCK AND SWITCH LOC TION (BY ELE . DIV.) 138 139 140 SEE NOTE "A" SHEET FS2A503 SEE NOTE "A" SHEET FS2A503 ENLARGED FOOD SERVICE PLAN - ELECTRICAL M SCALE: 1/4" = 1' -0" 2Al2, 2A13, 2A18, 2A19FS2A450 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 2 CAFETERIA — IFP CAFETERIA — IFC 12254733 12254733 CA CA BH BH 06.04.12 06.18.12 Q�BOE /NG° ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. LOEPFE DATE 06.04.12 CHECKED B. HALL 06.18.12 11111- I s-3 LEGEND NOT USED GENERAL NOTES NOT USED REFERENCE DRAWINGS 09- 101— FS2A500 09- 101— FS2A501 09- 101— FS2A502 09- 101— FS2A503 09- 101— FS2A504 09- 101— FS2A505 09- 101— FS2A506 09- 101— FS2A507 09- 101— FS2A508 09- 101— FS2A509 09- 101— FS2A510 09- 101— FS2A511 09- 101— FS2A512 09- 101— FS2A513 09- 101— FS2A514 UTILITY SCHEDULE UTILITY SCHEDULE UTILITY SCHEDULE NOTES AND DETAILS ELEVATIONS AND DETAILS ELEVATIONS AND DETAILS ELEVATIONS AND DETAILS EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING REFRIGERATION ENGINEERING CONSTRUCTION NOTES NOT USED REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 7 2012 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER 0 2 4' SCALE: 1/4"=1 0" ISSUED FOR CONSTRUCTION cLeversoeu FOODSE tVICE, BAKERY CCMMISSA$ Y,ANCLLALiNORY OESiGNtCONSLTING IT 31 i$T AVE t; - $,nEi43 PUY.LLUP,Yi9H.HGTCW sena :.: SEAT84� "811 PM 841.7435 {E•KEW YORK.PNIiPP1NES WAY/CLEVENGEMSSOC COM. SUBTITLE ENLARGED PLAN - ELECTRICAL CONNECTIONS CURRENT REVISION 12254733 Harris Group Inc. Engineering Solutions for a Better World 12469.00 www.harrisgroup.com SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA SHEET FS2A451 JOB NO. 12254733 COMP NO. DWG NO. 09- 101— FS2A450 NOTE: °' ._ PLUMBING REQUIREMENTS ---- " FOR JANITOR SINK AND FAUCET (BY PLUM DIV) WATER WASH DRAIN SEE DETAIL "1" SHEET FS2A503. SLEEVE THRU WALL (BY PLUM DIV) 155 158 160 :IIIIl LWA 143 A ridE eilil -0. ENARGED FOOD SERVICE PLAN - PLU V BI\ G SCALE: 1/4" = 1' -0" n 2Al2, 2A13, 2A18, 2A19 FS2A450 141 3 142 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 7 2012 City of Tukwila BUILDING DIVISION LEGEND NOT USED GE \ERAL NOTES NOT USED REFERENCE DRAWINGS 09- 101— FS2A500 09- 101— FS2A501 09- 101— FS2A502 09- 101— FS2A503 09- 101— FS2A504 09- 101— FS2A505 09- 101— FS2A506 09- 101— FS2A507 09- 101— FS2A508 09- 101— FS2A509 09- 101— FS2A510 09- 101— FS2A511 09- 101— FS2A512 09- 101— FS2A513 09- 101— FS2A514 UTILITY SCHEDULE UTILITY SCHEDULE UTILITY SCHEDULE NOTES AND DETAILS ELEVATIONS AND DETAILS ELEVATIONS AND DETAILS ELEVATIONS AND DETAILS EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING REFRIGERATION ENGINEERING CONSTRUCTION NOTES NOT USED 4' 2' RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER 2' 4' 8' MI NM -.._. SCALE: 1 /4 " =1' -0" ISSUED FOR CONSTRUCTION !CLEVEN"IrGER JCI FOODSWCE, BAKERY, i OMMFSS E ANKAARY DESIGW!,CONSULTING 00CLEVaNGERASSOCZOM fAVECTE $UI 2O+ YhLL Y5HING10N 88873 2651841.7811 FAX-M867455 SEATILE•NEWYORKAPIO.8 5 WWW.CLEVE4C>EHASSOC COu Ig1 Harris Group Inc. Engineering Solutions for a Better World 12469.00 0 www.harrisgroup.com SYM 1 2 REVISION BY APPROVED DATE SYM REVISION BY APPROVED. DATE CAFETERIA — IFP CAFETERIA — IFC 12254733 12254733 CA CA BH BH 06.04.12 06.18.12 gLausweivm ® ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. LOEPFE ZFI CKED B. HALL DATE 06.04.12 06.18.12 SUBTITLE ENLARGED PLAN - PLUMBING CONNECTIONS CURRENT REVISION 12254733 SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA SHEET FS2A452 JOB NO. 12254733 COMP NO. DWG NO. 09- 101— FS2A450 SEE NOTE "C" SHEET FSA503 NOTE:_ VENTILATION REQUIRED TO EXHAUST 20.0 MBTU'S. PER HOUR (BY MECH DIV) SEE NOTE "A" SHEET FSA503 CG LAB n.." L CG ' -0" 5' -0" ( 15 NOTE: VENTILATION REQUIRED TO EXHAUST 11.3 MBTU'S. PER HOUR (BY MECH DIV) SEE NOTE "C" SHEET FSA503 CG L CG CG NOTE: VENTILATION REQUIRED TO EXHAUST 5.0 MBTU'S. PER HOUR (BY MECH DIV) CG F'7 CG CG r NOTE: VENTILATION REQUIRED TO EXHAUST 5.0 MBTU'S. PER HOUR (BY MECH DIV) CG NOTE: VENTILATION REQUIRED TO EXHAUST 5.0 MBTU'S. PER HOUR (BY MECH DIV) SEE NOTE "C" SHEET FSA503 SEE NOTE "A" SHEET FSA503 NOTE: VENTILATION REQUIRED T EXHAUST 5.0 MBTU'S. PER - - - °° HOUR (BY MECH DIV) SEE NOTE "A" SHEET FSA503 L. B SEE OTE "A" S EET —FSAS 3 NOTE: VENTILATION REQUIRED TO EXHAUST 5.0 MBTU'S. PER HOUR (BY MECH DIV) _J I II lid 4" DEEP SLAB DEPRESSION SEE DETAIL "6" SHEET FS2A503 NOTE: VENTILATION REQUIRED TO EXHAUST 11.3 MBTU'S. PER HOUR (BY MECH DIV) 4' -3" —4" ENLARGED FOOD SERVICE P SCALE: 1/4" = 1' -0° AN - BUILDING WORKS r�� 2Al2, 2A13, 2A18, 2A19 FS2A450 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1 CAFETERIA — IFP 2 CAFETERIA IFC 12254733 12254733 CA CA BH BH 06.04.12 06.18.12 piriastE/NG' ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. LOEPFE ZHECKED B. HALL DATE 06.04.12 06.18.12 LEGEND NOT USED GENERAL \OTES NOT USED REFERE \CE DRAWINGS 09- 101— FS2A500 09- 101— FS2A501 09- 101— FS2A502 09- 101— FS2A503 09- 101— FS2A504 09- 101— FS2A505 09- 101— FS2A506 09- 101— FS2A507 09- 101— FS2A508 09- 101- FS2A509 09- 101— FS2A510 09- 101— FS2A511 09- 101— FS2A512 09- 101— FS2A513 09- 101— FS2A514 UTILITY SCHEDULE UTILITY SCHEDULE UTILITY SCHEDULE NOTES AND DETAILS ELEVATIONS AND DETAILS ELEVATIONS AND DETAILS ELEVATIONS AND DETAILS EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING REFRIGERATION ENGINEERING CO \STRUCTION NOTES NOT USED RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER 0 2' 4' 8' SCALE: 1 /4 "= If ISSUED FOR CONSTRUCTION CEVEMQER FOORSEIVICE, BAKERY, COMMISSARY, ANILIAUNORY DESIGN ICONSULT1 G INFQoaEveramssQG.coM JO I 21 O 101ST Avg GTE $VITE xi FYIYf t1 AIASHi?(G.TON4 19 .441 _84140 FkK $41.7436 SEAT3LE EWYQRH•Pi&UPP(NES WWW:GLVENGEIASAG.G'OM SUBTITLE ENLARGED PLAN - BUILDING WORKS CONNECTIONS CURRENT REVISION 12254733 Harris Group Inc. Engineering Solutions for a Better World 12469.00 www.harrisgroup.com SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA SHEET FS2A453 JOB NO. 12254733 COMP NO. DWG NO. 09- 101— FS2A450 40' —O" NOTE: REFRIGERATION RACK, ITEM NO. #171, LOCATED ON THE ROOF ABOVE. COORDINATE ACCESS AND ROUTING OF REFRIGERATION LINES WITH BUILDING CONTRACTOR. SEE REFRIGERATION ENGINEERING SHEET "FS2A514" FOR DETAILS. /,` NOTE: FOR REFRIGERATION SYMBOLS AND NOTES, SEE SHEET FS2A503 REVIEWED FOR CODE C ROVED CE APP OEC 0 7 2012 City of Tukwila BUILDING DIVISION E\LARCED FOOD SERVICE PLAN - REFRIGERATION M SCPLE. 1/4' = I' -0' 1g12 19 ]A1]. 2A18, 2A19 SYM REVISION BY APPROVED DATE SYM REVISION APPROVED DATE 1 2 CAFETERIA — IFP CAFETERIA — IFC 12254733 12254733 CA CA BH BH 06.04.12 06.18.12 piri7EZAW ' ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. LOEPFE CHECKED B. HALL DATE 06.04.12 LEGEND NOT USED GENERAL NOTES NOT USED REFERE \CE DRAWINGS 09- 101— FS2A500 09- 101— FS2A501 09- 101— FS2A502 09- 101— FS2A503 09- 101- FS2A504 09- 101— FS2A505 09- 101— FS2A506 09- 101— FS2A507 09-101— FS2A508 09- 101— FS2A509 09- 101— FS2A510 09- 101— FS2A511 09- 101— FS2A512 09- 101— FS2A513 09- 101— FS2A514 UTILITY SCHEDULE UTILITY SCHEDULE UTILITY SCHEDULE NOTES AND DETAILS ELEVATIONS AND DETAILS ELEVATIONS AND DETAILS ELEVATIONS AND DETAILS EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING REFRIGERATION ENGINEERING CONSTRUCTIO NOTES NOT USED 4' RECEIVED CITY OF TUKWILA NOV 09 2012 PERMIT CENTER 0 8' M- MN SCALE: 1/4"=1'— CLEVENGER Ai /0C T FQOOSE RVICiw, BAKERY 1104 101ST Aye GTE.$UI e2' ItSSA1 ANrnitiNDRy s WA SH N s VESGN1CONSU a 253, 84 78i FAx M74 5 meetevateiemssoGooil ex - am.PHICONI Up 06.18.12 SUBTITLE ENLARGED PLAN - REFRIGERATION CONNECTIONS ft ISSUED FOR CONSTRUCTION NIHarris Group Inc. CURRENT REVISION 12254733 Engineering Solutions for o Better World® 12469.00 ® www.harrisgroup.com SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA SHEET FS2A454 JOB NO. 12254733 COMP NO. DWG NO. 09- 101— FS2A450 E Q U I P M E N T S C H E D U L E R ITEM QTY DESCRIPTION VOLTS PH AMPS KW HP ELE TYPE AFF ELECTRICAL COMMENTS HW AFF HW GPH CW AFF WST TYPE DIA AFF GAS MBTU DIA AFF STM SUP STM RET CAP. LB HR PSIG AFF PLUMBING COMMENTS EXH. SIZE CFM S . SUP. SIZE CFM S . VENTILATION COMMENTS 1 1 WALK -IN FREEZER 120 1 4.0 DIR STUB DOWN, SEE DETAIL 5 SHEET FS2A503 FOR WIRING DIAGRAM 2 1 UNIT COOLER (FREEZER) 208 1 DIR RACK. DSEENDETAIL COLOR " SHEET FWS2A5030 REF. FS 1" 3 7 WALK -IN SHELVING 4 2 DUNNAGE RACK 5 1 BLAST. CHILLER 208 3 8.6 JBOX 84" EVAPORATOR VENTILATION REQUIRED TO EXHAUST 20 MBTU BY MECHANICAL DIVISION 6 1 BRAISING PAN (30 GAL.) 120 1 1.4 REC 18" 125 3/4" 18" 7 1 FLOOR TROUGH AND GRATE HUB 3" VERIFY DRAIN SIZE W ENGINEER, TRAP BELOW FLOOR 8 1 FILL FAUCET 1/2" 48" 1/2" 48° 9 1 (2) BURNER RANGE 60 1 " 24" DISCONNECTICK 10 2 WATER FILTER 3/4 „ 2 CONNECTIONS, 1 0 54. 1 0 72, RUN COLD WATER TO ITEl 11, COMB -OVEN (DOUBLE). 11 1 COMBI -OVEN (DOUBLE) 120 1 9.5 REC 2 24oN�� ®NHS," 1 (2)03/4" FS O01 1/ " 91 ( )03/ "36" PROVIDE QU CK IDE CONN CTSER FILTER. 12 1 STAINLESS STEEL WALL FLASHING 13 1 CONVECTION OVEN (DOUBLE) 120 1 6.0 REC 2 24 CONNECTIONS; 1 048" 120 3/4" 24" DISCONNECTS K 14 1 PROOFING CABINET 120 1 16.7 REC 18" 15 1 EXHAUST HOOD W/ MAKE -UP AIR 120 1 5.0 DIR STUB DN., LIGHTS, AUTOSTART CON. FROM ITEM 59, EXHAUST HOOD CONTRO CABINET, INTERLOCK WITH FAN BY ELECTRICAL DIV., SEE SHEET FS2A508. FS , 2 HW -CONN. FROM ITEM 59, EXHAUST HOOD CONTROL PANEL (WATER WASH). SEE SHEET FS2A508. ,, 12 X 23 2815 1.12 2) ®10 X14 845 EA. 0.11 SEE SHEETS FS2A507 THROUGH FS2A513 16 - SPARE NUMBER 17 - SPARE NUMBER 18 - SPARE NUMBER 19 1 DOUGH SHEETER 120 1 8.8 REC STUB UP TO FIXTURE MOUNT REC 0 ITEM 21, WORKTABLE 20 1 MOBILE DOUGH SHEETER TABLE 21 1 WORKTABLE 120 1 15.0 REC STUB UP TO FIXTURE MOUNT REC. CONVENIENCE OUTLET 22 1 UTENSIL RACK 23 5 INGREDIENT BINS 24 1 POT SHELVING 25 1 UTENSIL RACK 26 1 POT WASHING SINKS (2)03/4" 12" 90 (2)03/4" 12" FS (3)02" 27 1 POT SHELVING V1 10 CE 28 1 FIRE SUPPRESSION SYSTEM 120 1 2.0 DIR STUB DOWN. IF GAS (SHUT OFFFOVALVE CEILING. REQUIRED C " VE 29 - SPARE NUMBER 30 1 FIRE SUPPRESSION SYSTEM 120 1 2.0 DIR STUB DOWN, CONDUIT RUN ABOVE CEILING. POWER REQUIRED IF ELECTRONIC GAS SHUT OFF VALVE IS USED. D 31 1 SOILED DISHTABLE ASSEMBLY (W/ QUICK DRAIN) FS 1 1/2" • 'la DRAIN 32 1 PRE RINSE 1/2" 12" 30 1/2" C1 p1 1S1 A- 049CDISPOSER M 33 1 DISPOSER W/ CONTROL 208 1 12.1 JBOX 18" 1/2" DIR 2" 10" PRE C NSEOF UCEEF 32' 34 1 VENT DUCT-" X 16" 200 35 1 CONVEYOR WARE WASHER W/ BOOSTER 208 3 104.0 JBOX 66" SINGLE POINT CONNECTION 3/4" 72" 112 1/2" 12" FS 1 1/2" PROVIDE 140 DEG. HW., CW DRAIN TEMPERING KIT 36 1 VENT DUCT 4" X 16" 400 37 1 CLEAN DISHTABLE 38 2 WALL SHELF 39 1 JANITOR STORAGE SHELVING ti € 40 1 MOP AND BROOM RACK W /SHELF 41 8 STORAGE SHELVING 42 1 SLIDING SHELVING SYSTEM (4 TIER/ 74" POSTS) 43 3 DUNNAGE RACK 44 1 FIRE SUPPRESSION SYSTEM 120 1 2.0 DIR STUB DOWN, CONDUIT RUN ABOVE CEILING. POWER REQUIRED IF ELECTRONIC GAS SHUT OFF VALVE IS USED. 45 1 COUNTER W/ SINK & DRIP TROUGH 1/2" 20 1/2" 12 FS 1 1/2" FS 1/2" 46 1 COFFEE MAKER (BY VENDOR) 120/220 1 31.3 REC 48" 3 WIRES PLUS GROUND, VERIFY REQ. WITH VENDOR 1/2" 48,, REQ. WITH VENDOR VERIFY 47 1 POT SHELVING 48 1 MOBILE SLICER TABLE 49 1 SLICER 120 1 6.0 REC 48" 50 2 WALL SHELF 51 1 WORKTABLE W /SINK 1/2" 12" 20 1/2" 12" FS 1 1/2" 52 1 HAND SINK W/ ELECTRONIC FAUCET 120 1 2.0 REC 18" ELECTRONIC FAUCET 1/2" 24" 5 1/2" 24" DIR 1 1/2" 18" 53 1 FIRE SUPPRESSION SYSTEM 120 1 2.0 DIR STUB DOWN, CONDUIT RUN ABOVE CEILING. POWER REQUIRED IF ELECTRONIC GAS SHUT OFF VALVE IS USED. 54 1 MOBILE MIXER TABLE 55 1 MIXER 20 QT. ( ) 120 1 8.0 REC STUB UP TO FIXTURE MOUNT REC 0 ITEM 21, WORKTABLE 56 1 FOOD PROCESSOR 120 1 7.5 REC 48" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1 2 CAFETERIA - IFP CAFETERIA IFC 12254733 12254733 CA CA BH BH 06.04.12 06.18.12 pirISKEZAW ' ACCEPTABILITY THIS DESIGN AND /OR SPECIRCATION IS APPROVED DRAWN K. LOEPFE 06 04.12 15'3 RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION CLEVEIIGER FOOOSERVIOE, BAKERY COMMISSARY ANRLAUNDRY DESIGN1GONSIRTING »TQ;emagoo; 71-110CINTEI 11Q 3...1M ST AVE GT E-. $UI1 243. PINALL1,RVASH(NGTGN8 73 {2a )841181 %4X{ •84174'3` 4EATI4g 11 YMAK- PIAUPP04 wwWAEVENGERA` SOC.t7OlM CHECKED B. HALL 06.18.12 SUBTITLE UTILITY SCHEDULE loll Harris Group Inc. Engineering Solutions for a Better CURRENT REVISION 12254733 World 12469.00 • www.harrisgroup.com SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA S�FS2A501 JOB N0. 12254733 COMP N0. DWG N0. 09- 101- FS2A501 E Q U I P M E N T S C H E D U L E R ITEM QTY DESCRIPTION VOLTS PH AMPS KW HP ELE TYPE AFF ELECTRICAL COMMENTS HW AFF HW GPH CW AFF WST TYPE DIA AFF GAS MBTU DIA AFF STM SUP STM RET CAP. LB /HR PSIG AFF PLUMBING COMMENTS EXH. SIZE CFM S.P. SUP. SIZE CFM S.P. VENTILATION COMMENTS 57 2 WALL SHELF 58 1 WORKTABLE W /SINKS 1 /2" 12" 40 1/2" 12" FS 1 1 /2" 59 1 EXHAUST HOOD CONTROL PANEL (WATER WASH) 120 1 10.0 DIR STUB DN. WITHIN WALL. WIRING TO EXHAUST HOODS, FANS, AUTOSTART, FIRE SUPPRESSION AND REMOTE SOLENOIDS BY ELECT. DIV. SEE SHEET FS2A513. 1 �� 36 FS 1 " PROVIDE 140 DEG. HW, CONN. WITHIN WALL, 10GPM, 6 MIN. CYCLE EACH HOOD. SEE SHEET FS2A513. 60 - SPARE NUMBER 61 1 WATER FILTER 1/2" 72" RUN COLD WATER TO ITEM 65, ICE MAKER (CUBE) 62 1 FLOOR TROUGH AND GRATE HUB 3" VERIFY DRAIN SIZE W/ ENGR., TRAP BELOW FLOOR 64 1 ICE BIN W/ TRANSPORT CARTS FS 1" REQUIRED TO EXHAUST 11.3 65 1 ICE MAKER (CHEWBLET 1000 LBS) 208 1 11.0 JBOX 78" 1/2" FS 3/4" 61 WATER WATER FILTER ITEM VENTILATION MBTU'S PER HOUR (BY MECH DIV) 66 1 HAND SINK W/ ELECTRONIC FAUCET 120 1 2.0 REC 18" FAUCET NIC 1/2" 24" 5 1 /2 24" DIR 1 1 /2" 18" 67 1 WALK -IN COOLER 120 1 4.0 DIR STUB DOWN; SEE DETAIL "5" SHEET FS2A503 FOR WIRING DIAGRAM 68 11 WALK -IN SHELVING 69 2 DUNNAGE RACK 70 2 UNIT COOLER (COOLER) 120 1 4.0 DIR FS O3 FORS WIRING DIAGRAM SHEET FS 1" 71 - SPARE NUMBER 72 1 CONVEYOR TOASTER (FUTURE) 208 1 10.7 REC 48" 73 1 HOT WATER DISPENSER 120/208 1 12.4 REC 48" 1 /2" 48" FS 1 /2" F L ER W THRU 74 1 REACH -IN ICE CREAM CABINET 120 1 6.4 REC 18" CONDENSATE EVAPORATOR 75 1 DROP -IN SINK 1 /2" 12" 5 1/2" 12 FS 1 1/2" 76 - SPARE NUMBER 77 1 DRIP TROUGH FS 1 1/2" CODE COMPLIANCE ' 78 3 THERMAL SERVER (BY VENDOR) � V D 79 1 ESPRESSO MACHINE IN/FILTER (BY VENDER) 208 1 REC 18" ■2MP C CIRCUIT. OVERIFY I REQT W H VENDORS 1/2" 18" FS 1" REQ. WITH VENDOR VERIFY DEC 0 7 202 80 1 COUNTERTOP REFRIGERATOR 120 1 4.0 REC 48" CONDENSATE EVAPORATOR 81 1 COUNTERTOP REFRIGERATOR 120 1 4.0 REC 48" CONDENSATE oR City of Tukwila 82 1 CUTTING BOARD 83 1 CONVEYOR TOASTER 208 1 10.7 REC 48" 84 1 SERVERY COUNTER EXHAUST 5.0 85 1 REACH -IN FREEZER 120 1 9.4 REC 84" CONDENSATE EVAPORATOR VENTILATION REQ. TO MBTU BY MECHANICAL DIVISION 86 1 COUNTER 87 1 FRYER W/ ALTER AND DUMP STATION 120 1 7.0 REC 18" FILTER 244 1" 24" PROVIDE QUICK 120 1 10.0 REC 18" 88 1 GRIDDLE (48 ") 120 1 1.0 REC 18" 120 3/4" PROVIDE 89 1 REFRIGERATED EQUIPMENT STAND 120 1 12.0 REC 18" CONDENSATE CORPORATOR 1 BROILER (36 ") _■_-_-- _--_- _- 114 3/4" 24" PROVIDE 90 1 STAINLESS STEEL WALL FLASHING ■ -�-- _--_-- ��__ ___ 91 1 (2) OPEN BURNER _■ -- -�_--_- 60 3/4" PROVIDE 92 93 1 EXHAUST HOOD W/ MAKE -UP AIR 120 1 5.0 DIR - STUB DN., TIGHTS, AUTOSTART WITH CON. ELECTRICAL ITEM 59, EXHAUST HOOD CONTRO CABINET, INTERLOCK WITH FAN O ELECTRICAL DIV., SEE SHEET FS2A509. �--_- FS 2" -- PAWNELO (WATER FROM SEE SHEEP FS HOOD CONTROL 12 >� X 23 2828 1.12 " 2) ®10 X14 849 EA. 0.11 THROUGH�FS 51A3 OZ 1 COUNTER WITH SINK 1/2" 12" 10 1/2" 12 FS 1 1/2" 5.0 94 95 1 REACH -IN REFRIGERATOR 120 1 7.0 REC 84" CONDENSATE EVAPORATOR VENTILATION REQ. TO EXHAUST MBTU BY MECHANICAL DIVISION 1 HEATED HOLDING CABINET 120 1 16.0 REC 24" 96 97 - SPARE NUMBER 98 - SPARE NUMBER 99 - SPARE NUMBER 100 1 FRESH GRILL /CARVERY COUNTER 101 1 HEATED SHELF (DROP -IN) 120 1 6.5 REC STUB UP WIRE TO FIXTURE MOUNT REC. 102 1 REFRIGERATED COLD PAN 120 1 4.0 REC STUB UP, WIRE TO FIXTURE MOUNT REC. FS 1 " 103 1 FOOD SHIELD WITH HEAT /DISPLAY LIGHTS 120 1 JBOX )) AMPS WARMER. FIXTURE(3M0?NT.0JBOXP'WIRE THRU(2CNTRLB 0 104 1 HEATED SHELF (DROP -IN) 120 1 6.5 REC MOUNT R'EC IRE TO FIXTURE 1 REFRIGERATED COLD PAN 120 1 4.0 REC STUB UP, WIRE TO FIXTURE MOUNT REC. FS 1 " 105 1 HEATED SHELF (DROP -IN) 120 1 6.5 REC MOUNT R'EC WIRE TO FIXTURE 106 107 1 FOOD SHIELD WITH HEAT /DISPLAY LIGHTS 120 1 JBOX AMPS WARMER. CFSICITNU"IkE(21?10?NT .0JJBOXP'WIRE THRU(1CNTRL 0 108 1 PORTABLE CARVING STATION 120 1 6.3 REC STUB UP TO FIXTURE MOUNT REC. 109 1 HAND SINK W/ ELECTRONIC FAUCET 120 1 2.0 REC 18" ELECAUCTRONIC ET F 1/2" 24" 5 1/2" 24" DIR 1 1/2" 18" 110 1 COUNTER WITH SINK 1/2" 12" 10 1/2" 12" FS 1 1/2" 5.0 111 1 REACH -IN REFRIGERATOR 120 1 7.0 REC 84" CONDENSATE EVAPORATOR VENTILATION REQ. TO EXHAUST MBTU BY MECHANICAL DIVISION 1 RAPID COOK OVEN 208 1 30.0 REC 48" 112 1 COUNTER 5.0 113 114 1 ROLL -IN REFRIGERATOR 120 1 10.6 REC 84 �� CONDENSATE EVAPORATOR VENTILATION REQ. TO EXHAUST MBTU BY MECHANICAL DIVISION 115 1 MOBILE TRAY RACK SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1 2 CAFETERIA - IFP CAFETERIA IFC 12254733 12254733 CA CA BH BH 06.04.12 06.18.12 pirISKEZAW ' ACCEPTABILITY THIS DESIGN AND /OR SPECIRCATION IS APPROVED DRAWN K. LOEPFE 06 04.12 15'3 RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION CLEVEIIGER FOOOSERVIOE, BAKERY COMMISSARY ANRLAUNDRY DESIGN1GONSIRTING »TQ;emagoo; 71-110CINTEI 11Q 3...1M ST AVE GT E-. $UI1 243. PINALL1,RVASH(NGTGN8 73 {2a )841181 %4X{ •84174'3` 4EATI4g 11 YMAK- PIAUPP04 wwWAEVENGERA` SOC.t7OlM CHECKED B. HALL 06.18.12 SUBTITLE UTILITY SCHEDULE loll Harris Group Inc. Engineering Solutions for a Better CURRENT REVISION 12254733 World 12469.00 • www.harrisgroup.com SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA S�FS2A501 JOB N0. 12254733 COMP N0. DWG N0. 09- 101- FS2A501 M11S3 RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION CLEVENGER V 11 :FQoQ$ER!tcrE, PRN,l,G.14 COMMI$SARY nrtQ 1110 tESI001 1 C 4011$G OT SUTAE21Y3. POP-7'x' j1140a {j 4i-P4S$.. SMCATii NE`wYoM.PMut* m w cL6VENG"EEIA4§Oc c L4 lallHarris Group Inc. Engineering Solutions for a Better World 12469.00 www.harrisgroup.com SYM REVISION BY APPROVED DATE SYM REVISION APPROVED DATE 1 2 CAFETERIA - IFP CAFETERIA - IFC 12254733 12254733 CA CA BH BH 06.04.12 06.18.12 Q�BOE /NQ' �r- ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN K. LOEPFE ZH CKED B. HALL DATE 06.04.12 06.18.12 SUBTITLE UTILITY SCHEDULE CURRENT REVISION 12254733 SYMBOL 2 DATE 06.18.12 DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA SHEE'FS2A502 JOB NO. 12254733 COMP NO. DWG NO. 09- 101- FS2A502 E Q U I P M E N T S C H E D U L E R ITEM QTY DESCRIPTION VOLTS PH AMPS KW HP ELE TYPE AFF ELECTRICAL COMMENTS HW AFF HW GPH CW AFF WST TYPE DIA AFF GAS MBTU DIA AFF STM SUP STM RET CAP. LB /HR PSIG AFF PLUMBING COMMENTS EXH. SIZE CFM S.P. SUP. SIZE CFM S.P. VENTILATION COMMENTS 116 1 REFRIGERATED PIZZA PREP TABLE 120 1 14.0 REC 18" CONDENSATE EVAPORATOR 117 2 PIZZA OVEN UTENSIL HOOKS 118 1 PIZZA OVEN 120 1 1.1 JBOX 18" 188 3/4" 18" 119 1 EXHAUST HOOD 7 1" 2" X 7 1 /2 "685 0.80 SEE SHEETS FS2A507 THROUGH FS2A513 120 1 CUTTING BOARD 121 1 DROP -IN UTILITY SINK 1/2" 12" 5 1/2" 12 FS 1 1/2" 122 1 EXHAUST HOOD DRAIN CHASE 123 - SPARE NUMBER 124 - SPARE NUMBER 125 1 PORTABLE HEATED SHELF 120 1 3.8 REC STUB UP TO FIXTURE MOUNT 126 1 FOOD SHIELD WITH HEAT /DISPLAY LIGHTS 120 1 JBOX • WARMER. R URE( MOUNT .OJBOXP'WIIREPTHR'U(1CNTRL6.0 AMPREC.)) 127 1 REFIGERATED COLD PAN 120 1 4.0 REC STUB UP TO FIXTURE MOUNT REC. FS 1" 128 1 EXHAUST HOOD W/ MAKE -UP AIR 120 1 5.0 DIR STUB DN., LIGHTS, AU WITH AN CON. FROM ALM V., EXHAUST HOOD C11. CABINET, INTERLOCK WITH FAN BY ELECTRICAL DIV., SEE SHEET FS2A511. FS 2" PpANEL (WATEROWASH) SEE SHEET FS2A5D1 CONTROL 12" X 15" 1795 1.12 (2) 010 "X9" 539 EA. 0.11 THROUGH�FS2A513507 129 1 SPREADER 130 1 (6) OPEN BURNER 150 3/4" QUICK DISCONNECT 131 1 REFRIGERATED EQUIPMENT STAND 120 1 6.7 REC STUB UP To FIXTURE MOUNT REC. CONDENSATE EVAPORATOR 132 1 MOBILE RICE WARMER STAND 133 1 RICE WARMER 120 1 12.5 REC STUB UP TO FIXTURE MOUNT REC. 134 1 REFRIGERATED COLD PAN 120 1 7.0 REC STUB UP TO FIXTURE MOUNT REC. FS 1 " 135 1 REFRIGERATED EQUIPMENT STAND 120 1 6.7 REC STUB UP TO FIXTURE MOUNT REC CONDENSATE EVAPORATOR L 136 1 FOOD SHIELD WITH HEAT /DISPLAY LIGHTS 120 1 1.0 JBOX STUB UP. (2) CONIC, DISPLAY. FIXTURE MOUNT JBO�x. WIRE THRU CNTRL. CODE REVIEWED CQMPLIANCE FOR 137 1 ACTION /SUB /PIZZA COUNTER APPROVED 138 1 HEATED SHELF (DROP -IN) 120 1 4.6 REC STUB UP TO FIXTURE MOUNT REC.) -DEC 0 7 2012 139 1 FOOD SHIELD WITH HEAT /DISPLAY LIGHTS 120 1 JBOX M . WARMER. FIXTUREMOUNT OJBOXP.WIRE THRU(4CNTRL .11 0 140 1 HEATED SHELF (DROP -IN) 120 1 4.6 REC STUB UP TO FIXTURE MOUNT REC. City of Tukwila 141 1 ICE BIN W/ TRANSPORT CARTS FS 1" BJILDING DIVISIC N 142 1 ICE MAKER (CHEWBLET 1000 LBS) 208 1 11.0 JBOX 78" 1/2" FS 3/4" 60A WATER ITEM 1, COLD FILTER MBTU STPER REQUIRED BYTMECHH Div) 11.3 143 1 FLOOR TROUGH AND GRATE HUB 3" VERIFY DRAIN SIZE W/ ENGR., TRAP BELOW FLOOR 144 1 CASHIER COUNTER (DOUBLE) 145 1 WATER FILTER 1/2" 72" 65NICE MAKER E(CUBE)TEM 146 - SPARE NUMBER 147 1 HAND SINK W/ ELECTRONIC FAUCET 120 1 2.0 REC 18" ELECTRONIC FAUCET 1/2" 24" 5 1/2 24" DIR 1 1/2" 18" 148 1 COUNTER 149 1 REACH -IN REFRIGERATOR (GLASS DOOR) 120 1 10.4 REC 84" CONDENSATE EVAPORATOR VENTILATION REQUIRED FOR 5.0 MBTU BY MECHANICAL DNISION 150 1 COUNTER WITH SINK 1/2" 12" 20 1/2" 12" FS 1 1/2" 151 1 REFRIGERATED EQUIPMENT STAND 120 1 6.7 REC STUB UP TO FIXTURE MOUNT REC. CONDENSATE EVAPORATOR 152 1 REFRIGERATED COLD PAN 120 1 7.0 REC STUB UP TO FIXTURE MOUNT REC. FS 1" 153 1 FOOD SHIELD WITH DISPLAY LIGHTS 120 1 1.0 JBOX STUB UP. (5) CONN. DISPLAY. FIXTURE MOUNT JBO�x. WIRE THRU CNTRL. 154 1 REFRIGERATED EQUIPMENT STAND 120 1 6.7 REC STUB UP TO FIXTURE MOUNT REC. CONDENSATE EVAPORATOR 155 1 REFRIGERATED COLD PAN 120 1 7.0 REC STUB UP TO FIXTURE MOUNT REC. FS 1 " 156 1 SALAD /SOUP COUNTER 157 1 HEATED HOLDING CABINET 120 1 8.0 REC STUB UP TO FIXTURE MOUNT REC. 158 1 HOT FOOD WELL 120 1 13.8 JBOX STUB UP TO FIXTURE MOUNT JBOX FS 1 " 159 1 FOOD SHIELD WITH DISPLAY LIGHTS 120 1 1.0 JBOX STUB UP, DISPLAY, FIXTURE MOUNT JBOX. WIRE THRU CNTRL. 160 3 SOUP WELLS 120 1 6.9 JBOX STUB UP TO FIXTURE MOUNT JBOX FS 1" 161 - SPARE NUMBER 162 - SPARE NUMBER 163 - SPARE NUMBER 164 1 WALK -IN BEVERAGE /GRAB'N'GO COOLER 120 1 4.0 DIR FS 03 FORSMING DIIAGRAM HEET 165 1 GLASS REACH -IN DOORS W /LIGHTS 120 1 10.0 JBOX STUB DOWN, WIRE THRU SWITCH 166 3 DUNNAGE RACK 167 2 UNIT COOLER COOLER (COOLER) 120 1 4.0 DIR STUB DOWN. SWI DETAIL "5" SHEET FS2A503 FOR WIRING DIAGRAM FS 1" 168 3 WALK -IN SHELVING 169 3 BEVERAGE /GRAB'N'GO SHELVING 170 1 CASHIER COUNTER (DOUBLE) 171 1 REFRIGERATION RACK 208 3 40.0 DIR STUB UP, VERIFY LOCATION OF ROUGH -IN; SEE SHEET FS2A514 FOR ADD. INFO. M11S3 RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION CLEVENGER V 11 :FQoQ$ER!tcrE, PRN,l,G.14 COMMI$SARY nrtQ 1110 tESI001 1 C 4011$G OT SUTAE21Y3. POP-7'x' j1140a {j 4i-P4S$.. SMCATii NE`wYoM.PMut* m w cL6VENG"EEIA4§Oc c L4 lallHarris Group Inc. Engineering Solutions for a Better World 12469.00 www.harrisgroup.com SYM REVISION BY APPROVED DATE SYM REVISION APPROVED DATE 1 2 CAFETERIA - IFP CAFETERIA - IFC 12254733 12254733 CA CA BH BH 06.04.12 06.18.12 Q�BOE /NQ' �r- ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN K. LOEPFE ZH CKED B. HALL DATE 06.04.12 06.18.12 SUBTITLE UTILITY SCHEDULE CURRENT REVISION 12254733 SYMBOL 2 DATE 06.18.12 DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA SHEE'FS2A502 JOB NO. 12254733 COMP NO. DWG NO. 09- 101- FS2A502 ELECTRICAL NOTES 1. ELECTRICAL PLAN SHOWS ROUGH -IN POINTS AND SCHEDULED CONNECTIONS. KITCHEN EQUIPMENT CONTRACTOR WILL PROVIDE DIMENSIONED ROUGH -IN DRAWINGS FOR CONSTRUCTION. 2. ELECTRICAL SYSTEM IS DESIGNED FOR 120/208 VOLTS, 1 /3 PHASE, .Q HERTZ, A WIRE SYSTEM. 3. ELECTRICAL DIVISION SHALL FURNISH AND INSTALL ALL JUNCTION BOXES, RECEPTACLES, COVER PLATES, PULL BOXES, CONDUIT AND WIRING EXCEPT WHERE NOTED. RECEPTACLES AND COVER PLATES SHALL BE BRUSHED STAINLESS STEEL FURNISHED BY ELECTRICAL DIVISION. 4. ALL CONDUIT RUNS INDICATED FOR REFRIGERATION SYSTEM LINES SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL DIVISION. CONDUIT SHALL HAVE 24" (600MM) MINIMUM RADIUS BENDS. 5. KITCHEN EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL VAPOR PROOF VENTILATOR LIGHTS COMPLETE WITH LAMPS. INTERCONNECTING CONDUIT, WIRING WITH WALL SWITCH FURNISHED AND INSTALLED BY THE ELECTRICAL DIVISION. . ADDITIONAL CONVENIENCE RECEPTACLES, TELEPHONE AND INTERCOM JACKS AND TEMPERATURE MONITORING SYSTEM ETC.. SHALL BE LOCATED BY THE ELECTRICAL ENGINEER / ARCHITECT AND AS REQUIRED BY CODE. KITCHEN EQUIPMENT CONTRACTOR SHALL FURNISH DISPOSER CONTROLS. ELECTRICAL DIVISION SHALL FURNISH AND INSTALL INTERCONNECTING CONDUIT AND WIRE BETWEEN SWITCH, DISPOSER AND COMPONENTS. . ELECTRICAL DIVISION SHALL FURNISH AND INSTALL ALL INTERCONNECTING CONDUIT AND WIRING BETWEEN MICRO- SWITCH AND SOLENOID FUEL SHUT OFF VALVE FURNISHED WITH FIRE SUPPRESSION SYSTEM SUPPLIED BY THE KITCHEN EQUIPMENT CONTRACTOR. . PRE - FABRICATED COLD STORAGE ROOMS ARE FURNISHED BY THE KITCHEN EQUIPMENT CONTRACTOR COMPLETE WITH SPLICE BOXES, LIGHT FIXTURES, LAMPS, LIGHT SWITCHES AND DOOR HEATERS. ELECTRICAL DIVISION TO INSTALL SAME AND SHALL FURNISH AND INSTALL INTERCONNECTING CONDUIT, WIRING SEAL -OFFS, SEALANT AND MAKE FINAL CONNECTIONS. 10. ELECTRICAL DIVISION SHALL FURNISH AND INSTALL ALL INTERCONNECTING CONDUIT AND WIRING BETWEEN KITCHEN EQUIPMENT CONTRACTOR FURNISHED LOW TEMP COLD STORAGE ROOM EVAPORATOR TERMINAL BLOCK, SWITCH, FAN DOOR SWITCH AND COMPRESSOR CONTROL PANEL. 11. ELECTRICAL DIVISION SHALL FURNISH AND INSTALL EMPTY CONDUIT WITH JUNCTION BOXES FOR INSTALLATION OF OWNER SUPPLIED I.T. EQUIPMENT INCLUDING POS /ELECTRONIC CASH CONTROL SYSTEM. ELECTRICAL DIVISION TO VERIFY INSTALLATION IN ACCORDANCE WITH OWNER'S REQUIREMENTS AND MANUFACTURER'S INSTRUCTIONS. 12. ELECTRICAL DIVISION SHALL FURNISH AND INSTALL DISCONNECTS FOR ALL ELECTRICAL EQUIPMENT UNDER HOOD ACTIVATED BY FIRE SUPPRESSION SYSTEM. ELECTRICAL SYMBOLS CI DUPLEX RECT., 20 -AMP, 120 -VOLT, GROUND TYPE, HORIZONTAL MOUNTED foi SPECIAL PURPOSE OUTLET, VOLTAGE AS INDICATED, GROUND TYPE, HORIZONTAL MOUNTED ©l JUNCTION BOX, HORIZONTAL MOUNTED ® ELECTRICAL CONDUIT, STUB AS INDICATED FOR DIRECT CONNECTION ® FLOOR /CEILING RECEPTACLE AS INDICATED -ceI SWITCH O FIXTURE MOUNTED JUNCTION BOX • FIXTURE MOUNTED RECEPTACLE (2) DUPLEX RECT., 120 -V, EMPTY JBOX WITH CONDUIT INTERCONNECTING P.O.E. PRE- CHECK & PRINTERS, ADD PHONE UNE FIXTURE MOUNTED ELECTRICAL PANEL INCANDESCENT LIGHT FIXTURE F FLUORESCENT LIGHT FIXTURE FIELD WIRING RUNS Di FIRE SUPPRESSION MANUAL PULL STATION EMPTY JBOX WITH 1/2" CONDUIT RUN IN WALL UP THRU CEILING TO ATTIC SPACE J r CONVENIENCE OUTLET REQUIREMENTS 900 120 -V, 1 -PH SERVICE, 15.0 AMP, STUB OUT WALL AT +18" (457MM) A.F.F., CONVENIENCE OUTLET. 901 120 -V, 1 -PH SERVICE, 15.0 AMP, STUB OUT WALL AT +48" (1219MM) A.F.F., CONVENIENCE OUTLET. r EVAPORATOR [VAPOVAPOR PROOF R FIXTURE EXTEND CONDUIT TO UGHTS AS REQUIRED. SEE PLAN FOR QUANTIIY INTERIOR/ UGHT SWITCH 110 V. ABOVE C.S.R. CEILING VERIFY KW EVAPORATOR MOTORS COOLER HIGH TEMP. ALARM (WHEN SPECIFIED) EVAPORATOR, TERMINAL BLOCK, ROOM THERMOSTAT, UQUID UNE SOLENOID & ELECTRIC PANEL AT COMPRESSOR RACK SUPPUED AS PART OF THE REFRIGERATION SYSTEM. ELECTRICAL DIVISION TO FURNISH & INSTALL CONDUIT, J -BOXES AND WIRING BETWEEN COLD STORAGE ROOM AND COMPRESSOR RACK. SEE PLAN FOR LOCATION. 110 V. ABOVE COLD STORAGE ROOM CEIUNG •2 KW UGHTS (EACH) .4 KW VIEW PORT & DOOR HEATER (FREI2ER) -2_ KW HIGH TEMP. ALARM (WHEN SPECIFIED) REFER TO REFRIGERATOR SCHEMATIC ABOVE FOR ADDITIONAL CALL -OUTS. FREEZER JO JUNCTION BOX Q THERMOSTAT QS ■ LIQUID LINE SOLENOID O EYS & NIPPLE FOR CEILING PENETRATION TO SPLICE BOX e HEATED VACUUM VENT C.S.R. - COLD STORAGE ROOM * EMT RIGID CONDUIT RUN ABOVE C.S.R. CEIUNG BY ELEC. DIVISION (TYP) NOTES: 1. 2. 3. 4. 5. 6. LIGHT FIXTURES, SWITCH BOXES, SWITCHES & SPLICE BOXES ARE FURNISHED LOOSE WITH COLD STORAGE ROOMS. ELECTRICAL DIVISION TO INSTALL ALL ITEMS FURNISHED LOOSE INCLUDING ALL INTERCONNECTING CONDUIT & WIRING. EVAPORATORS FOR COLD STORAGE ROOM ARE FURNISHED & INSTALLED COMPLETE WITH ROOM THERMOSTAT, LIQUID UNE SOLENOID & DISCONNECT SWITCH. ELECTRICAL DIVISION TO PROVIDE INTERCONNECTING CONDUIT & WIRING FORM BUILDING SERVICE TO ALL COMPONENTS. ELECTRICAL DIVISION TO PROVIDE ALL BUILDING SERVICES INCLUDING J- BOXES, INTERCONNECTING CONDUIT & WIRING FROM BUILDING SERVICE TO COMPONENTS. EYS FITTING FURNISHED WITH COLD STORAGE ROOMS. ELECTRICAL DIVISION TO INSTALL, WIRE & SEAL BY ACCEPTED INDUSTRY PRACTICE. STAINLESS STEEL ESCUTCHEON PLATES & HOLES THROUGH INSULATED PANELS ARE FURNISHED WITH COLD STORAGE ROOM. ELECTRICAL DIVISION TO SEAL ALL PENETRATIONS WITH CAULKING ON THE C.S.R. INTERIOR & EXTERIOR AND INSTALL INTERIOR & EXTERIOR ESCUTCHEON PLATES. EVAPORATOR FAN MOTORS FOR REFRIGERATORS RUN CONTINUOUSLY. DO NOT WIRE INTERNALLY WITH THERMOSTAT. EVAPORATOR FAN MOTORS FOR FREEZERS CYCLE WITH FREEZER DEFROST. TYPICAL COLD STORAGE ROOMS ELEC. DIAGRAM J NOTE 'A' 120V, 1 PHASE, SERVICE, 10.0 AMPS, STUB AS NOTED, FOR POS /PRE -CHECK SYSTEM STATIONS. (DEDICATED CIRCUIT, ISOLATED GROUND, ADD PHONE LINE, PROVIDE EMPTY J -BOX WITH CONDUIT FOR INTERCONNECTING POS SYSTEM, PRE -CHECK AND PRINTERS) (VERIFY ALL REQUIREMENTS WITH `OS SYSTEM SUPPUER.) NOTE. WALK -IN ELECTRICAL ALL CONDUIT SHALL BE RUN ON THE EXTERIOR CEIUNG OF ALL COLD STORAGE ROOMS AND SHALL PENETRATE THE CEIUNG AT A POINT WHERE THE CONDUIT CAN DROP DIRECTLY TO THE POINT OF CONNECTION. UNDER NO CIRCUMSTANCES, WILL ELECTRICAL CONDUIT BE PERMITTED ON THE INTERIOR. NOTE ALL WALL MOUNT ELECTRICAL RECEPTACLE AND J -BOXES ARE TO BE FLUSH MOUNTED IN WALLS WITH NO EXPOSED CONDUIT SHOWING ON SURFACE OF WALLS. ARCHITECT TO PROVIDE MINIMUM WALL FURRING IF REQUIRED. PLUMBING SYMBOLS 0- HW -HOT WATER, OR CW -COLD WATER WASTE, DIRECT - CONNECTED UNLESS NOTED "OPEN HUB" INDIRECT WASTE ® FLOOR DRAIN O FLOOR DRAIN WITH FUNNEL O HUB DRAIN DRAIN IN FLOOR RECESS, CONNECT TO GENERAL CONTR. DRAIN PAN FLOOR SINK WITH HALF GRATE UNLESS NOTED OTHERWISE FLOOR SINK WITH FUNNEL GRATE O GAS O GAS PRESSURE REGULATOR /BY KEC A STEAM SUPPLY D CONDENSATE RETURN 0 NOTE ALL WALL MOUNT PLUMBING UTILITIES ARE TO BE FLUSH MOUNTED IN WALLS WITH NO EXPOSED PIPING SHOWING ON SURFACE OF WALLS. ARCHITECT TO PROVIDE MINIMUM WALL FURRING IF REQUIRED. J NOTE KITCHEN EQUIPMENT CONTRACTOR TO VERIFY AND COORDINATE PROPER LOCATION AND SIZE OF GENERAL CONTRACTOR FURNISHED STRUCTURAL PENETRATIONS AND PLUMBING DIVISION FURNISHED SLEEVES THRU FLOOR. PLUMBING NOTES 1 PLUMBING PLANS SHOW ROUGH -IN POINTS AND SCHEDULED CONNECTIONS. KITCHEN EQUIPMENT CONTRACTOR WILL PROVIDE DIMENSIONED ROUGH -IN DRAWING FOR CONSTRUCTION. 2. WATER PRESSURE IN FOOD AND BEVERAGE AREAS SHOULD BE 50 PSIG (345 KPa) MAXIMUM. WATER PRESSURE AT DISHMACHINES, BOOSTER HEATERS, GLASS AND UTENSIL WASHERS TO BE 25 PSIG (172 KPa). 3. PLUMBING DMSION SHALL FURNISH AND INSTALL ALL NECESSARY VALVES, TRAPS, TAIL PIECES, UNE STRAINERS, WATER PRESSURE REDUCING VALVES (SINGLE AND /OR DUAL CHECK VALVES) AND VACUUM BREAKERS AND CONNECT ALL WATER, FUEL GAS, STEAM AND WASTE LINES TO FOOD SERVICE AND BEVERAGE EQUIPMENT. 4. PLUMBING CONTRACTOR TO PROVIDE GAS SERVICES AT EQUIPMENT TO MAINTAIN AN 8° (203MM) WATER COLUMN. KITCHEN EQUIPMENT CONTRACTOR TO PROVIDE GAS PRESSURE REGULATORS WITH VENT LIMITERS AS REQUIRED BY CODE AND A.G.A. FOR INSTALLATION BY PLUMBING DIVISION INUNE BETWEEN BUILDING SERVICES AND EQUIPMENT. 5. PLUMBING DIVISION TO SUPPLY GAS SHUT OFF VALVE AT EACH EQUIPMENT CONNECTION AND INSTALL WITHIN EQUIPMENT SPREADERS OR CHASES FOR EASY ACCESSIBILITY. 6. MECHANICAL ENGINEER TO SIZE GAS ROUGH -IN FOR RANGE BATTERIES; SCHEDULES SHOW LOADS ONLY FOR EACH PIECE NOT THE TOTAL, LOOP GAS SERVICES WHEN PRACTICAL. 7. PLUMBING DMSION SHALL INSTALL AND CONNECT ALL FAUCETS FURNISHED BY KEC. PLUMBING DMSION SHALL FURNISH AND INSTALL ALL INDIRECT SINK AND VENTILATOR WASTE UNES TO FLOOR SINKS. 8. PLUMBING DMSION TO PROVIDE ADEQUATE CLEAN -OUT FOR DRAIN LINES. 9. KITCHEN EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL FIRE PROTECTION SYSTEM (INCLUDING FURNISHING SOLENOID SHUTOFF VALVES). PLUMBING DMSION SHALL INSTALL SHUTOFF VALVE. VERIFY LOCATION WITH KEC. 10. FLOOR SINKS SHALL BE INSTALLED FLUSH WITH FINISH FLOOR OR PER LOCAL CODE WITH GRATE COVER AS INDICATED. 11. FLOOR DRAINS INDICATED ARE FOR FOOD AND BEVERAGE AREAS ONLY. ADDITIONAL GENERAL PURPOSE AREA DRAINS SHALL BE LOCATED BY THE PLUMBING ENGINEER / ARCHITECT. HOT WATER CONNECTION BUILDING FIRE SPRINKLER WATER CONNECTION IF APPLICABLE BUILDING -4 WALL WATER WASH VENTILATOR BY K.EC. POINT OF CONNECTION BY PLUMBING DMSION PLUMBING DMSION TO RUN DRAIN LINE IN WALL AND EXIT TO FLOOR SINK 1 EQUIPMENT ON LEGS, CASTORS, OR CONCRETE CURB. ALL EXPOSED PIPING TO BE CHROME PLATED IaUI FLOOR SINK - LOCATION AS PER PLAN • K.E.C. = KITCHEN EQUIPMENT CONTRACTOR 0 WATER WASH VENTILATOR DRAIN DETAIL SYMBOLS CONDUIT LINE RUN REFRIGERATION STUB AS INDICATED J_ REFRIGERATION LINE IN 6 "X6" (152MMX152MM) PULL BOX JL REFRIGERATION LINES IN 12 "X12" (305MMX305MM) PULL BOX O CONDUIT STUB AS INDICATED REFRIGERATION LINE RUN THRU FIXTURE REFRIGERATED BASE NOTE ALL CONDUIT RUNS INDICATED FOR REFRIGERATION SYSTEM LINES SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL DIVISION. CONDUIT SHALL HAVE 24" (600MM) jINIMUM RADIUS BENDS. NOTE WHERE REFRIGERATION LINES PENETRATE PLENUMS AND FIRE RATED AREAS, LINES ARE TO BE HOUSED IN CONDUIT OR INSULATED AS PER APPLICABLE CODES. CONDUIT BY ELECTRICAL DIVISION AND INSULATION BY KITCHEN EQUIPMENT CONTRACTOR. O SEE NOTE "A" REFRIGERATION SCHEDULE AT UNIT REFRIGERATION LINE, STUB DOWN FROM RACK, CONNECT ® COOLER (FREEZER) SYSTEM NO. "A ", WALK -IN NO. 1. VERIFY WITH REFRIGERATION ENGINEERING SCHEDULE. UNIT REFRIGERATION LINE, STUB DOWN FROM RACK, CONNECT AT ( 70 COOLER (COOLER) SYSTEM NO. "B ", WALK -IN NO. 67. VERIFY WITH REFRIGERATION ENGINEERING SCHEDULE. CONNECT AT UNIT REFRIGERATION LINE, STUB DOWN FROM RACK, ( 167) COOLER (BEVERAGE COOLER) SYSTEM NO. "C ", FREEZER NO. 164. VERIFY WITH REFRIGERATION ENGINEERING SCHEDULE. O SEE NOTE "A" 1 N / o ^ M / ' ad- cc ., _ 0 I co to AO SHELVING © AND RACK © VENTILATOR FINISHED CEILING I 0 RACK . HAND SINK (3 FIRE IN SYSTEM v--' NOTES: 8 WALL BACKING 1. ALL FDI EN IIONSOORE DETAIL 2. ALL WALL BACKING TO BE 14GA STEEL PLATE SECURELY ATTACHED TO STUDS. O SEE NOTE "A" OUTLINE OF SEEPAGE FLANGE SILICONE SEALANT AROUND PERIMETER BY GEN. CONT'R. SEE NOTE "A" VARIES, SEE BLDG. COND. PLAN GRATING TO BE FLUSH WITH TOP OF TROUGH LINE OF GRATING PER SPECIFICATION ( 5y4" FINISHED FLOOR BY GENERAL CONTRACTOR SEE NOTE "A" 14GA. ST. STL. TROUGH 4 14GA. ST. STL. SEEPAGE FLANGE - TACK WELD TO PAN AND SEALED WATERTIGHT CONCRETE BACKFILL OF DEPRESSION AFTER INSTALLATION OF PAN/TROUGH ASSEMBLY BY GENERAL CONTRACTOR NOTES: 2(51 1r (25, am •. (5 ni SECTION (LONGITUDINAL) r WATERPROOF MEMBRANE BY GENERAL CONTRACTOR OGRATING TO BE PROVIDED AS PER ITEMIZED SPECIFICATION IN EQUAL AND INTERCHANGEABLE SECTIONS. SECTIONS NOT TO EXCEED 24" (600) IN WIDTH & 48" (1200) IN LENGTH. © INSULATE FLOOR PAN TO PREVENT CONDENSATION. © PAN/TROUGH AND GRATE SUPPLIED BY KITCHEN EQUIPMENT CONTRACTOR, INSTALLED BY GENERAL CONTRACTOR • FLOOR TROUGH AND GRATING ASSEMBLY VENTILATION SYMBOLS EXHAUST DUCT CONNECTION MAKE -UP AIR DUCT CONNECTION EXHAUST DUCT TO OUTSIDE CEILING EXHAUST GRILL CONDENSATE HOOD NOTES A. STRUCTURAL "Z" SUPPORT (GENERAL CONTRACTOR TO FURNISH AND INSTALL 3 "X3 "X1/4" (75X75X6) Z -BAR TO UNDERSIDE OF STRUCTURAL SLAB ABOVE - COORDINATE INSTALLATION WITH KITCHEN EQUIPMENT CONTRACTOR) B. WALL BACKING C. NON- COMBUSTIBLE WALL D. 6" (152MM) CONCRETE CURB E. FLOOR DEPRESSION CG. CORNER GUARD BY G.C. r+T+'+'+'+' +' +1 ..,. +, %a L SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1 2 CAFETERIA - IFP CAFETERIA - IFC 12254733 CA 12254733 CA BH 06.04.12 BH 06.18.12 eL45,17E,AW ® ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. LOEPFE CHECKED B. HALL DAT 06E .04.12 06.18.12 SUBTITLE NOTES AND DETAILS REVIEWED FOR CODE COMPLIANCE APPROVED DEC 07 2012 City of Tukwila BUILDING DIVISION LAGER .e I m ' FOOT35ERVICE, BAICERY 11 aassr *tea :e EWE 204 W1641, , ANDIi bRY atarua WASHINGTaat zs DESIGN ? CONSULTING : mss) "sar " FA"5""' ass RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION ellHarris Group Inc. 12469.00 www.harrisarouo.com Engineering Solutions for o Better World 12469.00 www.harrisgroup.com CURRENT REVISION 12254733 SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA SHEET FS2A503 JOB NO. 12254733 COMP NO. DWG NO. 09 -101- FS2A503 r - - - -I I •• . :: .. ' I.-9" SQ. HOLE L _ _ - J THROUGH OUTLINE OF SEEPAGE FLANGE SILICONE SEALANT AROUND PERIMETER BY GEN. CONT'R. SEE NOTE "A" VARIES, SEE BLDG. COND. PLAN GRATING TO BE FLUSH WITH TOP OF TROUGH LINE OF GRATING PER SPECIFICATION ( 5y4" FINISHED FLOOR BY GENERAL CONTRACTOR SEE NOTE "A" 14GA. ST. STL. TROUGH 4 14GA. ST. STL. SEEPAGE FLANGE - TACK WELD TO PAN AND SEALED WATERTIGHT CONCRETE BACKFILL OF DEPRESSION AFTER INSTALLATION OF PAN/TROUGH ASSEMBLY BY GENERAL CONTRACTOR NOTES: 2(51 1r (25, am •. (5 ni SECTION (LONGITUDINAL) r WATERPROOF MEMBRANE BY GENERAL CONTRACTOR OGRATING TO BE PROVIDED AS PER ITEMIZED SPECIFICATION IN EQUAL AND INTERCHANGEABLE SECTIONS. SECTIONS NOT TO EXCEED 24" (600) IN WIDTH & 48" (1200) IN LENGTH. © INSULATE FLOOR PAN TO PREVENT CONDENSATION. © PAN/TROUGH AND GRATE SUPPLIED BY KITCHEN EQUIPMENT CONTRACTOR, INSTALLED BY GENERAL CONTRACTOR • FLOOR TROUGH AND GRATING ASSEMBLY VENTILATION SYMBOLS EXHAUST DUCT CONNECTION MAKE -UP AIR DUCT CONNECTION EXHAUST DUCT TO OUTSIDE CEILING EXHAUST GRILL CONDENSATE HOOD NOTES A. STRUCTURAL "Z" SUPPORT (GENERAL CONTRACTOR TO FURNISH AND INSTALL 3 "X3 "X1/4" (75X75X6) Z -BAR TO UNDERSIDE OF STRUCTURAL SLAB ABOVE - COORDINATE INSTALLATION WITH KITCHEN EQUIPMENT CONTRACTOR) B. WALL BACKING C. NON- COMBUSTIBLE WALL D. 6" (152MM) CONCRETE CURB E. FLOOR DEPRESSION CG. CORNER GUARD BY G.C. r+T+'+'+'+' +' +1 ..,. +, %a L SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1 2 CAFETERIA - IFP CAFETERIA - IFC 12254733 CA 12254733 CA BH 06.04.12 BH 06.18.12 eL45,17E,AW ® ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. LOEPFE CHECKED B. HALL DAT 06E .04.12 06.18.12 SUBTITLE NOTES AND DETAILS REVIEWED FOR CODE COMPLIANCE APPROVED DEC 07 2012 City of Tukwila BUILDING DIVISION LAGER .e I m ' FOOT35ERVICE, BAICERY 11 aassr *tea :e EWE 204 W1641, , ANDIi bRY atarua WASHINGTaat zs DESIGN ? CONSULTING : mss) "sar " FA"5""' ass RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION ellHarris Group Inc. 12469.00 www.harrisarouo.com Engineering Solutions for o Better World 12469.00 www.harrisgroup.com CURRENT REVISION 12254733 SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA SHEET FS2A503 JOB NO. 12254733 COMP NO. DWG NO. 09 -101- FS2A503 cc w o 0 ( io ) CLOSURE PANEL r 11 j 0 I 0 8888888 A ELEVATION S2A504/ SCALE: 1 /2" = 1' -0" 15 COVE BASE BY GEN. CONTR. w 0 ( 45 ) COVE BASE BY GEN. CONTR. 00 11 11 1 11 no n 11 01 'TV TRASH CAN (BY OWNER) ELEVATION 65 O 0 O 58 ) 62 w 26 ) 0 COVE BASE BY GEN. CONTR. u ELEVATION SCALE: 1/2" = 1' -0" COVE BASE BY GEN. CONTR. COVE BASE BY GEN. CONTR. CONVENIENC OUTLET 22 19 :r; REVIVE = " CODE COMPLIANCE APPROVED DEC 07 2012 City of Tukwila BUILDING DIVISION ( 21 ) J J B S2A504 ELEVATION SCALE: 1 /2" = 1' -0" CONVENIENCE OUTLET w 0 52 0 51 COVE BASE BY GEN. CONTR. ELEVATION SCALE: 1/2" = 1' -0" w oI I 0 ( 37 ) ( 36 ( 34 J ( 32 ) ELEVATION SCALE: 1 /2" = 1' -0" T. M COVE BASE BY GEN. CONTR. S'15 RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION 0.21 1E110ER FOODSERVICE, ICY tOMMEIRARY,ANERALINDRY OESIGN /CONSULTING INFOGCLEVENGERASSODLOM tit0.1014T0E01E, W O= PU YALLUP ,A9 tip H GTQ N 9 9 373 03) Watt PAX 251)449.7435 $00 EeINEWYM4P1i3,IPPOO ii19Yi1 .EJENGERA.SSOC.COM 10 Harris Group Inc. Engineering Solutions for a Better Wodd ® 12469.00 www.harrisgroup.com SYM 1 2 REVISION APPROVED DATE SYM REVISION APPROVED DATE CAFETERIA — IFP CAFETERIA IFC 12254733 12254733 CA CA BH BH 06.04.12 06.18.12 QSOE /NG' � B ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. LOEPFE CHECKED B. HALL DATE 06.04.12 06.18.12 SUBTITLE ELEVATIONS AND DETAILS CURRENT REVISION 12254733 SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA SHEET FS2A504 J08 NO. 12254733 COMP NO. DWG NO. 09 —101 — FS2A504 0 BUILDING WALL ( 74 ) ( 73 D 0 `FINISHED CEILING COFFEE CUPS /LIDS SPACE L- i (79) (80 PASTRY DISPLAY RACK (BY OWNER) — —� oI LC _J 81 BUILDING WALL ( 84 ) I BREADS DISPLAY RACK (BY OWNER) f STAINLESS STEEL SPLASH RUNS BEHIND REACH -IN TO WALL AND TOP OF BASE TILE FLJ J TRASH CAN BELOW (BY OWNER) WATER FILTER LOCATION ELEVATION SCALE: 1/2" = 1' -0" COVE BASE (BY GEN CNTR) 1- STAINLESS STEEL TOP AND SPLASH (18° HIGH SPLASH) ( 108 ) O O FINISHED CEILING ICI II 1 LL= - - -J r -- —. 1- 1- COVE BASE (BY GEN CNTR) ELEVATION SCALE: 1/2" = 1' -0" DEVELOPED ELEVATION AT RADIUS BUILDING WALL \FINISHED CEILING ( 110 SOAP AND TOWEL DISPENSER (OSCI) BUILDIN4 COLUMN 111 0 F ELEVATION SCALE: 1/2" = 1' -0" ( 1 1 2 ) ( 113 ) COVE BASE (BY GEN CNTR) (115) = ff Ir / ( 116 PIZZA OVEN ENCLOSURE BUILDING WALL •��� r 1 BUILDING WALL. ( 85 ) 0 0 86 ) ( 87 SEE WATER WASH VENTILATOR DRAIN DETAIL (BY PLUMBING DIVISION) L-- 94 FINISHED CEILING 5,) (96) t 1 I II 11WIIIIII r o7/ 0 0 = == W COVE BASE (BY GEN CNTR) ELEVATION SCALE: 1 /2" = 1' -0" WATER WASH / VENTILATOR DRAIN CHASE 122 CORNER GUARD 0 0) ELEVATION SCALE: 1/2" = 1' -0" DEVELOPED ELEVATION AT RADIUS X"'--FINISHED CEILING EXTERIOR WINDOW ON LOW SCREEN WALL (BY GEN CNTR) 1- DEVELOPED ELEVATION AT RADIUS ELEVATION SCALE: 1 /2" = 1' -0" COVE BASE (BY GEN CNTR) REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 7 2012 City of Tukwila BUILDING DIVISION 4).- 4s- LLI RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION CL.EVENGER IIIVOCI T FCODSERVICE, BAKERY COMMISSAITLANa DRY sa . DESIGN I CONSULTING sagamewroopmuppep INFocalvENGENAssoczom w rc weassaccam Harris Group Inc. Engineering Solutions for a Better World ® 12469.00 ® www.harrisgroup.com SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1 CAFETERIA - IFP 2 12254733 CA CA CAFETERIA IFC 12254733 BH BH 06.04.12 06.18.12 QBOE /NG' a�- ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. LOEPFE It=FECKED B. HALL DATE 06.04.12 06.18.12 SUBTITLE ELEVATIONS AND DETAILS CURRENT REVISION 12254733 SYMBOL n DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA S�FS2A505 JOB NO. 12254733 COMP NO. DWG NO. 09- 101- FS2A505 TILED WALL FINISH (BY INTERIOR DESIGN L1_ 41J1 11■1, J COVE BASE (BY GEN CNTR) 1 MELEVATION S2A506 SCALE: 1 /2" = 1' -0" BUILDING WALL E L (148) SOAP AND TOWEL DISPENSER (OSCI) (149) FINISHED CEILING BUILDING WALL • / —>O. -t, REVIEWED FOR CODE COMPLIANCE APPROVED DEC 01 2012 City NG Tukwila BUILD COVE BASE FL/JS (BY, GEN CNTR) ELEVATION SCALE: 1 /2" = 1' -0" ( 159 DECORATIVE PLATE STORAGE 0 S2A506 DEVELOPED ELEVATION AT RADIUS ELEVATION SCALE: 1 /2" = 1' -0" SYM 1 REVISION APPROVED DATE SYM REVISION APPROVED DATE 2 CAFETERIA - IFP CAFETERIA - IFC 12254733 12254733 CA CA BH BH 06.04.12 06.18.12 prAirer,w ® ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. LOEPFE FT-IRKED B. HALL DATE 06.04.12 v EWIG R FOODSERVICE, BAKERY. OCNIMISSAIA ANDLAJNDRY DESIGN! CONSULTING INFO G EYl fGERCa AS o COA1. 1143101STA bGT£,;$U11E203 Pl#14: UP ViA814141000371 t j:B4't =1011 FAX424310414435 BEAITLE•NAV ROPHYIPPIN ii INYMIEViE NGERASSOCLOA 06.18.12 SUBTITLE ELEVATIONS AND DETAILS RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION wHarris Group Inc. Engineering Solutions for a Better World® 12469.00 ® www.harrisgroup.com CURRENT REVISION 12254733 SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA SHEET FS2A506 JOB NO. 12254733 COMP NO. DWG NO. 09-101 - FS2A506 GENERAL NOTES FOR WATER WASH VENTILATORS PLUMBING 1. 140 °F min. to 180 °F max. hot water required to Control Cabinet. 2. Water flow pressure 40 psi min. to 80 psi max. at Control Cabinet. 3. Ventilator drains must be connected to building drains as per local codes. 4. Refer to drawing notes for total water consumption. Average cleaning cycle time 3 minutes for light duty equipment, 5 minutes for medium duty equipment and 9 minutes for heavy duty equipment. BACK FLOW PROTECTION 5. A reduced pressure principle device back flow preventer is fumished within the Control Cabinet, as illustrated by the drawing, unless otherwise noted. ELECTRICAL 6. Provide dedicated electrical service to the ventilator control cabinet. Refer to the wiring diagram for required voltage. 7. If ventilators are equipped with light fixtures, provide a separate Tight circuit to the ventilator as shown on electrical plan. EXHAUST VOLUME REQUIREMENTS 8. Exhaust Volumes as shown on the drawings are determined by established Gaylord engineering methods and in accordance with the terms of the ventilator's listing. These air volume levels require that the make -up air be brought into the space in such a way that it does not negatively affect the ventilator. See the Make -up Air Requirements and the "Typical Design" drawing. 9. Ventilator static pressure is noted on each ventilator plan view. Total duct system and other extemal static's must be added to the ventilator static for determining the total system static pressure drop. Static based on operation at mean sea level at 75 °F kitchen ambient. MAKE -UP AIR REQUIREMENTS 10. Make -up air is critical to the performance of the ventilator. 11. The total amount of make -up air (supply air) brought into the kitchen must be between 90% and 100% of the total exhaust volume. It should be brought in throughout the kitchen evenly for best results. See the "Typical Design" drawing. AIR FLOW RATES 12. Exhaust and Supply Air Flow Rates were established under controlled laboratory conditions. Greater Exhaust and /or lesser Supply Air Flows may be required for complete vapor removal in specific installations. INSTALLATION 13. Ventilators to be installed in accordance with NFPA -96 and all other local applicable codes. Contractors must review applicable codes with code authorities before approving drawings for fabrication. Special attention must be given to code regulations relative to clearances from surrounding combustible and limited combustible construction (walls, ceiling, etc.). 14. Ventilators manufactured in multiple sections are factory pre -wired to a single connection point. Ventilator wiring is disconnected for shipment to be reconnected by electrical contractor. 15. Ventilators manufactured in multiple sections may have drains factory interconnected (see drawing) to a single outlet point. Ventilator plumbing is disconnected for shipment to be reconnected by plumbing contractor. 16. All ductwork beyond the ventilator duct take -off collar to be provided and installed by others, in accordance with applicable codes. Exhaust ducts must be continuously welded liquid tight. 17. All ventilators are equipped with hanging brackets. Hanging rods to be supplied by ventilator installer. Hanging weight of the ventilator(s) is noted on each drawing. 18. Ventilators manufactured in multiple sections are provided with bolts, dips, and all necessary hardware for reconnecting by the ventilator installer. CONSTRUCTION 19. Ventilators are manufactured in strict accordance with Gaylord specifications. 20. Ventilators constructed of 18 Ga. stainless steel, Type 300 series, No. 4 finish unless otherwise noted on drawings. FIRE EXTINGUISHING SYSTEM 21. Fire extinguishing system to be installed in accordance with NFPA -96. Refer to "FIRE PROTECTION SYSTEM NOTES" for information on supplier and installation. 22. Caution: Fire extinguishing system piping installed on the ventilator at job site should be coordinated with Gaylord to ensure piping does not interfere with the ventilator's operation /performance. Improper installation may void the Listings of the ventilator. 23. IMPORTANT NOTE: NFPA -96 requires that all gas and electric cooking equipment, that is protected by surface fire protection, must automatically shut off upon activation of the fire extinguishing system. 24. IMPORTANT NOTE: Most building departments require separate hood and fire protection permits prior to installation. The hood permit is typically obtained through the plan review department and the fire protection permit from the fire prevention bureau. It is the responsibility of the installing contractor to check with local building departments for their requirements and to obtain necessary permits. LIGHTING 25. Light fixtures in ventilators will provide less than 30 foot candles of light at the cooking surface as a standard, unless otherwise noted on Section View. Confirm if this amount of light is acceptable with local health codes. THE GAYLORD VENTILATOR TESTING, LISTING AND COMPLIANCE REFERENCES: IMPORTANT NOTE: Gaylord Ventilators are designed to meet the National codes listed below. Local codes may vary. Gaylord Industries must be notified in writing of local codes that may affect the ventilator design. NATIONAL FIRE PROTECTION ASSOCIATION The exhaust ventilator meets all requirements of the latest edition of NFPA -96. NATIONAL SANITATION FOUNDATION The exhaust ventilator is NSF listed to: Standard #2 - "Food Service Equipment" INTERNATIONAL & UNIFORM MECHANICAL CODE The exhaust ventilator meets all requirements of IMC and UMC. UNDERWRITERS LABORATORIES, INC. The exhaust ventilator is UL Listed. * INTERTEK TESTING SERVICES The exhaust ventilator is ETL Listed. * * UL and ETL listed exhaust ventilators are tested to standard: UL 710 - "Exhaust Hoods for Commercial Cooking Equipment ". Us Cents° US Intertek APPROVAL NOTICE Prior to releasing the ventilator for fabrication, this drawing must be signed by an authorized representative of the company ordering the equipment and returned to GAYLORD INDUSTRIES. By approving these drawings, the company ordering the equipment agrees to the general notes, accepts the equipment as shown, and has verified the following have been checked: IMPORTANT NOTICE 1. All dimensions such as duct size and location, drain and hot water location, ceiling height, overall size of ventilator, clearances to beams and other obstructions. 2. The location of the cooking equipment in relation to the ventilator is correct as shown for proper placement of the surface fire protection nozzles. APPROVED FOR FABRICATION Any changes in cooking equipment location, necessitating the relocation of the surface fire protection nozzles must be brought to the attention of GAYLORD INDUSTRIES in writing, prior to the kitchen being tumed over to operating personnel. ❑ Revise and Resubmit ❑ Without changes ❑ With changes as shown Signature Date 6' -O" 6' 0" EXHAUST DUCT SUPPLY DUCT EXI GAYLORD VENTILATOR VELOCITY AT DIFFUSER < 300 FPM VELOCITY AT. DIFFUSER < 150 FPM GAYLORD "PBW" VELOCITY AT DIFFUSER < 150 FPM VELOCITY AT DIFFUSER < 300 FPM 15' 0" Exhaust Hood MUA Unit -\OA Gaylord Capture Performance Guarantee Gaylord warrants the Capture Performance of the ventilator, only if the Exhaust Air Volumes are correct, per the Exhaust Air Volume Guidelines, and the Make -up Air Volumes are correct and the make -up air is delivered correctly, per the Make -up Air Delivery Guidelines as stated below. Exhaust Air Volume Guidelines: 1. The amount of air exhausted by the Gaylord Ventilator shall be between 100% and 110% of the values shown on the Plan View for the Exhaust Ducts for each ventilator Make -up Air Delivery Guidelines: 1. Gaylord "PBW" Plenum boxes shall be included for each ventilator 2. The amount of make -up air delivered through the Gaylord "PBW" plenum boxes shall be between 90% and 100% of the values shown on the Plan View for the Supply Ducts for each ventilator The make -up air delivered using Gaylord "PBW" plenum boxes shall not exceed 60% of the exhaust volume of the ventilator Ceiling diffusers shall be at least 6' -0" from all sides of the ventilator and the velocity at the diffuser shall not exceed 150 Feet per Minute (FPM) OR Ceiling diffusers shall be 15' -0" from all sides of the ventilator and the velocity at the diffuser shall not exceed 300 Feet per Minute (FPM) 5. The maximum velocity of the make -up air from Transfer Air, Diffusers, etc. shall not exceed 75 FPM at the ventilator lip 6. Cross drafts from pass through windows, hallways, or other openings shall not exceed 50 FPM 7. All forms of make -up air introduction (PBW, Transfer Air, Diffusers, etc.) must be evenly distributed around each ventilator to prevent unequal pressurization 8. Kitchen pressurization shall not exceed - 0.02 "W.G. relative to the dining or adjacent spaces, as stated in NFPA -96 and ASHRAE Standard 154 9. For more information on acceptable methods of Make -up Air Delivery reference ASHRAE Standard 154. Following these guidelines will result in proper capture and containment at the ventilator and enact the Gaylord Capture Performance Guarantee. If jobsite conditions cannot accommodate these guidelines, consult factory for alternative design. HVAC Unit / 18" GAYLORD MIN. VENTILATOR GAYLORD / "PBW" 60 -80 FPM VELOCITY TOTAL "PBW" VOLUME NOT TO EXCEED 60% OF EXHAUST MAXIMUM VELOCITY AT HOOD UP IS 75 FPM 6' -0" MINIMUM FOR MIXING DIFFUSERS FOR DIFFUSERS: 6' -0" TO 15' -0" FROM VENTILATOR, KEEP VELOCITY BELOW 150 FPM AT DIFFUSER FOR DIFFUSERS: 15' -0" OR MORE FROM VENTILATOR, KEEP VELOCITY BELOW 300 FPM AT DIFFUSER SA A RA -\OA Restroom Exhaust HVAC Unit EA Transfer Air LESS THAN 50 FPM VELOCITY Kitchen TY -CAL )HSIGN SA RA EA - Exhaust Air SA - Supply Air RA - Return Air OA - Outside Air Dining Room DIMENSION TOLERANCE ± 1/4" (6mm) MODEL # REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 7 2012 City of Tukwila BUILDING DIVISION ITEM # WORK ORDER # INSTALLATION INFORMATION 01 EC 05 -23 -12 ADDED SHEET 08 REV DRWN.BY DATE REVISIONS CHECKED BY This plan is made from available information, but measurements are to be verified by contractors, installers and others in connection with this job. Gaylord Industries accepts no responsibility for work done by contractors, installers and others, and will not stand any expense for charges made necessary by local building codes, ordinances, structural conditions or by the substitution or changes in equipment shown in this plan. This plan must be verified and approved by proper parties before fabrication can be started and approval shall not be made unless contractors, installers and others have reviewed applicable codes with code authorities. Reference is made to the general notes, which are a part of these plans and all contractors, installers and others utilizing these plans are advised they are responsible for examining and becoming familiar with said general notes before commencing any work hereunder. Any inconsistencies between these plans and the general notes, or between these plans, the general notes, and local building codes or ordinances must be immediately called to the attention of Gaylord Industries in writing so that any such inconsistencies can be resolved. Gaylord Industries must be notified of any changes made to the plan in a clear and conspicuous manner. Gaylord Industries will not be responsible for any incidental or consequential damages incurred by others as a result of contractors, installers and others failure to notify Gaylord of changes to the plan. ATTENTION - This plan is the property of Gaylord Industries and is confidential and proprietary. It is not to be copied, reproduced, or distributed, in whole or part, nor be used in anyway detrimental to Gaylord Industries. If you have received this plan without Gaylord's permission, please (i) do not read it, (ii) reply to the sender that you received the drawing in error, and (iii) erase and /or destroy the drawing. GAYT N US 10900 S.W. AVERY ST. TUALATIN, OR 97062 D® S RI TELEPHONE: (503) 691 -2010 TOLL FREE: (800) 547 -9696 FAX NO.: (503) 692 -6048 E -MAIL: gaylord@gaylordusa.com DRAWN BY: AH CHECKED BY: ELECT. CHECK: F.P. CHECK: S.E. APPROVAL BOEING CAFE BLDG 9 -101 Tukwila, WA DRAWING NO.: 12 -0827 DA1E 04 -30 -12 REV.: 01 SHEET NO.: 1 of 7 SYM 1 2 REVISION BY APPROVED DATE SYM REVISION APPROVED DATE CAFETERIA - IFP CAFETERIA - IFC 12254733 12254733 CA CA BH BH 06.04.12 06.18.12 g)LASPASW,AW ® ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. LOEPFE ZH CKED B. HALL DATE 06.04.12 06.18.12 SUBTITLE FOODSEf VIC , B ERR. t MNissARY,ANDL UNDRY DESIGN / CONSULTING INFOOCIEVE.NGERASSOGCOM fidi9 oq,AVE C E; SOIIE 2iti. IYAL:Ii6647, (253IB51.i7'8 ;1 'FAA $1.7436 SCAME•NEWYORK•PWIRFMS wWW.CLEVENGERASSOC.cOI EXHAUST HOOD ENGINEERING S-'4) RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION Harris Group Inc. ,sass.00 0 www.harrisarouo.com Engineering Solutions for a Better World ® 12469.00 ® www.harrisgroup.com CURRENT REVISION 12254733 SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA SHEET FS2A507 JOB NO. 12254733 COMP NO. DWG NO. 09- 101- FS2A507 87 23 EXH \ EXHAUST DUCT VOL: 2815 CFM SIZE: 12" x 23" I.D. S.P.: 0.89" W.G. 11 EXH 66 18 i SUP 9 MIN. OVERHANG TO COOKING SURFACE (TYP) e 0 / 2.00" DRAIN . DK-1._i_ 12 o- • P. TEST PORT CONV OVEN BLODGETT DFG200 S.•.: 0.36" W.G. O O O O O O O O O O O O O — - -- q. 0000000 .....0 1111111111 MO 0 0 I 00000000 4' •l.0 1 • • SCENT 4' FLUORESCENT 4' FLUORESCENT EsJr CHEMICAL INLET TANK 2- 4N -12F ITEM 6 t o 0 0 0 0 0 0 0 0 0 0 o a o 0 O O O O O O O O O O O O O 1 O - O \ \`15 10 g -�I 14 (TYP) PB -15 (2) SUPPLY DUCTS VOL: 845 CFM EACH SUP SIZE: 10" x 14" I.D. S.P.: 0.11' W.G. SUP 43.5 3' -6` 1 87 2' -6" 8' -6" AT MED I TY AT L -M DUTY AT LT DUTY 1 d' —R" WASH SOLENOID ASSEMBLY 1.00" H.W. INLET - N_ REFER TO ELECTRICAL IAND PLUMBING NOTES PLAN VIEW DUCT NOZZLE #2W i i i 9 9 9 9 IA IA IA IA #3N #3N #3N #3N ---12 --I 6 6 1- 26.5 #260 O.B. RANGE MONTAGUE 18 -5A ( 9 101 14' 6" ELEVATION VIEW CHEMICAL INLET TANK 1 -4N -6F ITEM 9, DUCT & PLENUM FUSE LINK INLET NOTE: PRIOR TO FABRICATION COOKING EQUIPMENT MODEL, MANUFACTURER & LOCATION MUST BE VERIFIED FOR FIRE PROTECTION PLENUM NOZZLE #1N 9' -0" FIN. CLG. HT. (VERIFY) 30 18 MOUNTING RODS BY VENTILATOR INSTALLER 1_10 4 12 i z FULL- LENGTH REMOVABLE INTERNAL BAFFLE 6' -8" MTG. HT. 66 DETAIL 2 DETAIL 1 MTG. BRACKET BY GAYLORD FASTEN TO WALL BY VENTILATOR INSTALLER FASTEN TO WALL BY VENTILATOR INSTALLER 12 12 MIN 42 F.P. DROP 18 SECTION SECTION VIEW DETAIL 2 DETAIL 1 79 EQ. HT. (MAX) VENTILATOR NOTES (WATER WASH) A) VERIFY ALL MAKES AND MODELS OF COOKING EQUIPMENT AND LOCATION IN RELATION TO VENTILATOR PRIOR TO FABRICATION. B) FRONT AND REAR MOUNTING BRACKETS HAVE 00.625" HOLES. BRACKETS TO BE SUPPORTED WITHIN 12" OF EACH END OF EACH SECTION, WITH A MAXIMUM SPAN OF 72" BETWEEN SUPPORTS. C) INTERIOR MOUNTING BRACKET(S) TO BE SUPPORTED WITHIN 36" OF EACH END OF EACH SECTION, WITH A MAXIMUM SPAN OF 72" BETWEEN SUPPORTS. D) H.W. UNE TO CONTROL CABINET BY PLUMBING CONTRACTOR. FIRE PROTECTION SYSTEM NOTES ANSUL R- 102 —ASEF VERIFY EXHAUST & SUPPLY FANS A) VERIFY IF THIS HOOD IS EXHAUSTED ON ITS OWN EXHAUST FAN OR IS IT EXHAUSTED ON A COMMON EXHAUST FAN SHARED WITH OTHER HOODS. B) VERIFY NUMBER OF SUPPLY (MAKE -UP AIR) FANS. PBW PLENUM FEATURES * REMOVABLE S/S PERFORATED PANEL(S) * ALL EXPOSED SURFACES ARE STAINLESS STEEL ELECTRICAL NOTES (WATER WASH) 0 (2) WIRES AND GROUND, FOR AUTOSTART THERMOSTAT(S), IN FLEXIBLE CONDUIT, EXTENDING 6' BEYOND END OF VENTILATOR BY GAYLORD. WIRED TO WASH CONTROL CABINET BY ELECTRICAL CONTRACTOR. * LIGHT FIXTURES, VAPOR PROOF, U.L LISTED, * FURNISHED, INSTALLED AND WIRED BY GAYLORD. 0 (2) WIRES AND GROUND, FOR LIGHT(S), IN FLEXIBLE CONDUIT, EXTENDING 6' BEYOND END OF VENTILATOR BY GAYLORD. WIRED TO LIGHT SWITCH BY ELECTRICAL CONTRACTOR. ® (3) WIRES AND GROUND, FOR WASH SOLENOID ASSEMBLY, WIRED FROM J -BOX TO WASH CONTROL CABINET BY ELECTRICAL CONTRACTOR. PLUMBING NOTES n WASH SOLENOID ASSEMBLY, BY GAYLORD, ATTACHED TO VENTILATOR BY FLEXIBLE PEX PIPING, EXTENDING 4' BEYOND FRONT OF VENTILATOR BY GAYLORD. WASH SOLENOID ASSEMBLY TO BE MOUNTED ABOVE THE CEILING BY PLUMBING CONTRACTOR. P -2 CEILING ACCESS TO WASH SOLENOID ASSEMBLY PROVIDED BY GENERAL CONTRACTOR. P -3 PLUMBING CONTRACTOR TO CONNECT 1.00" H.W. INLET ON WASH SOLENOID ASSEMBLY TO WASH CONTROL CABINET. FP -1) LOCATION OF FIRE PROTECTION NOZZLES MUST BE VERIFIED IN RELATION TO THE COOKING EQUIPMENT, PRIOR TO VENTILATOR FABRICATION. COMPLETE SYSTEM INCLUDING APPLIANCE DROPS AND SURFACE MOUNTED DETECTION BRACKETS, WITH FIELD INSTALLATION BY GAYLORD. ANSUL FIRE SYSTEM FACTORY PRE -PIPED CHEMICAL LINES INCLUDING DUCT, PLENUM AND APPLIANCE DROPS WITH ALL NOZZLES INSTALLED PER COOKING EQUIPMENT ARRANGEMENT ON GAYLORD APPROVED DRAWINGS. ALL EXPOSED CHEMICAL PIPING CHROME PLATED OR CHROME SLEEVED. INCLUDES FACTORY PRE -PIPED DETECTION LINES WITH SURFACE MOUNTED DETECTOR BRACKETS. INSTALLATION BY CERTIFIED FACTORY INSTALLERS. INCLUDES: * * * * * * * * * TANK(S) AND RELEASE ASSEMBLY(S) CHEMICAL DETECTOR CABLE FUSIBLE LINKS WITH LINKAGE EXPELLANT GAS CARTRIDGES) (PROVIDED BY FIRE PROTECTION INSTALLER) (1) REMOTE MANUAL PULL STATION (1) GAS VALVE PER FIRE SYSTEM WITH A MAXIMUM SIZE OF 2 -1/2" (1) MANUAL RESET RELAY PER FIRE SYSTEM, IF REQUIRED PLANS AND PERMITS (ON JOBS INSIDE OF THE UNITED STATES AND NON- MARINE JOBS) PARTS AND INSTALLATION OF CHEMICAL AND DETECTION LINES FROM TANK(S) TO CONNECTION POINTS ON HOOD INSTALLATION OF TANKS AND RELATED COMPONENTS INSTALLATION OF DETECTOR CABLE AND FUSIBLE LINKS INSTALLATION OF REMOTE MANUAL PULL STATION JOB SITE REPOSITIONING OF NOZZLES AS PER GAYLORD APPROVED DRAWINGS, IF REQUIRED TO MEET SYSTEM DESIGN REQUIREMENTS TRIP TEST AND CERTIFICATION (ON JOBS INSIDE OF THE UNITED STATES AND NON- MARINE JOBS) EXCLUDES: * UNION LABOR AND PREVAILING WAGE * INSTALLATION OF GAS VALVE(S) * ELECTRICAL DISCONNECTS * PARTS AND LABOR FOR ANY ELECTRICAL INTERCONNECTIONS * JOB SITE REPOSITIONING OF NOZZLES IF COOKING EQUIPMENT IS NOT INSTALLED PER GAYLORD APPROVED DRAWINGS * PLANS AND PERMITS ON JOBS OUTSIDE OF THE UNITED STATES AND ON MARINE JOBS * TRIP TEST AND CERTIFICATION ON JOBS OUTSIDE OF THE UNITED STATES AND ON MARINE JOBS * HANDHELD FIRE EXTINGUISHER(S) * INSPECTION AND SERVICING * RECESSED ANSUL CABINET(S) VERIFY CEILING CONDITIONS EXACT FLOOR TO STRUCTURAL CEILING AND FLOOR TO FINISH CEILING HEIGHTS MUST BE VERIFIED FOR VENTILATOR DESIGN. INCORRECT HEIGHTS MAY CAUSE THE VENTILATOR TO NOT FIT PROPERLY OR COMPLY WITH CLEARANCES SPECIFIED IN APPUCABLE CODES AND STANDARDS. CAUTION: IF THE FINISHED CEILING IS HIGHER THAN THE TOP OF THE VENTILATOR, ENCLOSURE PANELS MAY BE REQUIRED. FLOOR TO STRUCTURAL CEILING: (VERIFY) FLOOR TO FINISH CEILING: 91 -0" (VERIFY) ANSUL R- 102- ASEF- 2T- 8N -18F 28 GPC- 7000- S2 -LD -TR -1.00 (TRIPLE) 59 PBW -18 DIMENSION TOLERANCE ELXC- GBD- A -AS -66 ± 1/4" (6mm) MODEL # PBW -15 15 ITEM # 12082708 12082707 12082702 12082701 WORK ORDER # INSTALLATION INFORMATION MAXIMUM VENTILATOR DIMENSION: 14' -6" L x 5' -6" W. 3' -2" H TOTAL ESTIMATED HANGING WEIGHT: MIL LBS. VENTILATORS MANUFACTURED IN MULTIPLE SECTIONS ARE PROVIDED WITH BOLTS, CLIPS, AND ALL NECESSARY HARDWARE FOR RECONNEC11NG BY THE VENTILATOR INSTALLER. CONTROL AND LIGHTING WIRING ARE PRE -WIRED AND DISCONNECTED FOR SHIPMENT. WIRING MUST BE RECONNECTED BY APPLICABLE TRADES. 01 EC 05 -23 -12 MOVED DRAIN OPPOSITE SIDE, CHANGED TO SINGLE FP SYSTEM REV DRWN.BY DATE REVISIONS CHECKED BY This plan is made from available information, but measurements are to be verified by contractors. installers and others in connection with this job. Gaylord Industries accepts no responsibility for work done by contractors, installers and others, and will not stand any expense for charges made necessary by local building codes, ordinances, structural conditions or by the substitution or changes in equipment shown in this plan. This plan must be verified and approved by proper parties before fabrication can be started and approval shall not be made unless contractors, installers and others have reviewed applicable codes with code authorities. Reference is made to the general notes, which area part of these plans and all contractors, installers and others utilizing these plans are advised they are responsible for examining and becoming familiar with said general notes before commencing any work hereunder. Any inconsistencies between these plans . and the general notes, or between these plans, the general notes, and local building codes or ordinances must be immediately called to the attention of Gaylord Industries in writing so that any such inconsistencies can be resolved. Gaylord Industries must be notified of any changes made to the plan in a clear and conspicuous manner. Gaylord Industries will not be responsible for any incidental or consequential damages incurred by others as a result of contractors, installers and others failure to notify Gaylord of changes to the plan. ATTENTION - This plan is the property of Gaylord Industries and is confidential and proprietary. It is not to be copied, reproduced, or distributed, in whole or part, nor be used in anyway detrimental to Gaylord Industries. If you have received this plan without Gaylord's permission, please (1) do not read it, (ii) reply to the sender that you received the drawing in error, and (iii) erase and /or destroy the drawing. GAYL US' 10900 S.W. AVERY ST. TUALATiN, OR 97062 RDO �,s TELEPHONE: (503) 691 -2010 TOLL FREE: (800) 547 -9696 FAX NO.: (503) 692 -6048 E -MAIL: gaylord©gaylordusa.com DRAWN BY: AH CHECKED BY: ELECT. CHECK: F.P. CHECK: S.E. APPROVAL: BOEING CAFE BLDG 9 -101 Tukwila, WA DRAWING NO.: 12 -0827 DA1E 04 -30 -12 REV.: 01 SHEET NO.: 02 SYM REVISION BY APPROVED DATE SYM REVISION APPROVED DATE 1 CAFETERIA IFP 2 CAFETERIA - IFC 12254733 CA 12254733 CA BH 06.04.12 BH 06.18.12 gLAFAVEZAW ' ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. LOEPFE ZH CKED B. HALL DAT 06E .04.12 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 7 2012 City of Tukwila BUILDING DIVISION CLEVENGER /OOP El .' noose VICE, k//4.ER , =RosSAR ANO L UNORY: OES!GN I CONSULTING INFOOCLEVENGERASSOC.,COM T E; SUITE 2ki, • INGTON PM: 3 81 Walt FAx43 M1.?4. :ftwravabseRkssocicom 06.18.12 SUBTITLE EXHAUST HOOD ENGINEERING RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION 01 Harris Group Inc. Engineering- Solutions for o Better Waldo 12469.00 e www.harrisgroup.com CURRENT REVISION 12254733 SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 SHEET FS2A508 JOB NO. 12254733 COMP NO. DEV. CENTER, WA DWG No. 09- 101- FS2A508 0 0 O 0 CONV OVEN BLODGETT DFG200 13 ,N I 0000000 0 0 I 00000000 00000000 14' 6" ELEVATION VIEW CHEMICAL INLET TANK 1 -4N -6F ITEM 9, DUCT & PLENUM FUSE LINK INLET NOTE: PRIOR TO FABRICATION COOKING EQUIPMENT MODEL, MANUFACTURER & LOCATION MUST BE VERIFIED FOR FIRE PROTECTION PLENUM NOZZLE #1N 9' -0" FIN. CLG. HT. (VERIFY) 30 18 MOUNTING RODS BY VENTILATOR INSTALLER 1_10 4 12 i z FULL- LENGTH REMOVABLE INTERNAL BAFFLE 6' -8" MTG. HT. 66 DETAIL 2 DETAIL 1 MTG. BRACKET BY GAYLORD FASTEN TO WALL BY VENTILATOR INSTALLER FASTEN TO WALL BY VENTILATOR INSTALLER 12 12 MIN 42 F.P. DROP 18 SECTION SECTION VIEW DETAIL 2 DETAIL 1 79 EQ. HT. (MAX) VENTILATOR NOTES (WATER WASH) A) VERIFY ALL MAKES AND MODELS OF COOKING EQUIPMENT AND LOCATION IN RELATION TO VENTILATOR PRIOR TO FABRICATION. B) FRONT AND REAR MOUNTING BRACKETS HAVE 00.625" HOLES. BRACKETS TO BE SUPPORTED WITHIN 12" OF EACH END OF EACH SECTION, WITH A MAXIMUM SPAN OF 72" BETWEEN SUPPORTS. C) INTERIOR MOUNTING BRACKET(S) TO BE SUPPORTED WITHIN 36" OF EACH END OF EACH SECTION, WITH A MAXIMUM SPAN OF 72" BETWEEN SUPPORTS. D) H.W. UNE TO CONTROL CABINET BY PLUMBING CONTRACTOR. FIRE PROTECTION SYSTEM NOTES ANSUL R- 102 —ASEF VERIFY EXHAUST & SUPPLY FANS A) VERIFY IF THIS HOOD IS EXHAUSTED ON ITS OWN EXHAUST FAN OR IS IT EXHAUSTED ON A COMMON EXHAUST FAN SHARED WITH OTHER HOODS. B) VERIFY NUMBER OF SUPPLY (MAKE -UP AIR) FANS. PBW PLENUM FEATURES * REMOVABLE S/S PERFORATED PANEL(S) * ALL EXPOSED SURFACES ARE STAINLESS STEEL ELECTRICAL NOTES (WATER WASH) 0 (2) WIRES AND GROUND, FOR AUTOSTART THERMOSTAT(S), IN FLEXIBLE CONDUIT, EXTENDING 6' BEYOND END OF VENTILATOR BY GAYLORD. WIRED TO WASH CONTROL CABINET BY ELECTRICAL CONTRACTOR. * LIGHT FIXTURES, VAPOR PROOF, U.L LISTED, * FURNISHED, INSTALLED AND WIRED BY GAYLORD. 0 (2) WIRES AND GROUND, FOR LIGHT(S), IN FLEXIBLE CONDUIT, EXTENDING 6' BEYOND END OF VENTILATOR BY GAYLORD. WIRED TO LIGHT SWITCH BY ELECTRICAL CONTRACTOR. ® (3) WIRES AND GROUND, FOR WASH SOLENOID ASSEMBLY, WIRED FROM J -BOX TO WASH CONTROL CABINET BY ELECTRICAL CONTRACTOR. PLUMBING NOTES n WASH SOLENOID ASSEMBLY, BY GAYLORD, ATTACHED TO VENTILATOR BY FLEXIBLE PEX PIPING, EXTENDING 4' BEYOND FRONT OF VENTILATOR BY GAYLORD. WASH SOLENOID ASSEMBLY TO BE MOUNTED ABOVE THE CEILING BY PLUMBING CONTRACTOR. P -2 CEILING ACCESS TO WASH SOLENOID ASSEMBLY PROVIDED BY GENERAL CONTRACTOR. P -3 PLUMBING CONTRACTOR TO CONNECT 1.00" H.W. INLET ON WASH SOLENOID ASSEMBLY TO WASH CONTROL CABINET. FP -1) LOCATION OF FIRE PROTECTION NOZZLES MUST BE VERIFIED IN RELATION TO THE COOKING EQUIPMENT, PRIOR TO VENTILATOR FABRICATION. COMPLETE SYSTEM INCLUDING APPLIANCE DROPS AND SURFACE MOUNTED DETECTION BRACKETS, WITH FIELD INSTALLATION BY GAYLORD. ANSUL FIRE SYSTEM FACTORY PRE -PIPED CHEMICAL LINES INCLUDING DUCT, PLENUM AND APPLIANCE DROPS WITH ALL NOZZLES INSTALLED PER COOKING EQUIPMENT ARRANGEMENT ON GAYLORD APPROVED DRAWINGS. ALL EXPOSED CHEMICAL PIPING CHROME PLATED OR CHROME SLEEVED. INCLUDES FACTORY PRE -PIPED DETECTION LINES WITH SURFACE MOUNTED DETECTOR BRACKETS. INSTALLATION BY CERTIFIED FACTORY INSTALLERS. INCLUDES: * * * * * * * * * TANK(S) AND RELEASE ASSEMBLY(S) CHEMICAL DETECTOR CABLE FUSIBLE LINKS WITH LINKAGE EXPELLANT GAS CARTRIDGES) (PROVIDED BY FIRE PROTECTION INSTALLER) (1) REMOTE MANUAL PULL STATION (1) GAS VALVE PER FIRE SYSTEM WITH A MAXIMUM SIZE OF 2 -1/2" (1) MANUAL RESET RELAY PER FIRE SYSTEM, IF REQUIRED PLANS AND PERMITS (ON JOBS INSIDE OF THE UNITED STATES AND NON- MARINE JOBS) PARTS AND INSTALLATION OF CHEMICAL AND DETECTION LINES FROM TANK(S) TO CONNECTION POINTS ON HOOD INSTALLATION OF TANKS AND RELATED COMPONENTS INSTALLATION OF DETECTOR CABLE AND FUSIBLE LINKS INSTALLATION OF REMOTE MANUAL PULL STATION JOB SITE REPOSITIONING OF NOZZLES AS PER GAYLORD APPROVED DRAWINGS, IF REQUIRED TO MEET SYSTEM DESIGN REQUIREMENTS TRIP TEST AND CERTIFICATION (ON JOBS INSIDE OF THE UNITED STATES AND NON- MARINE JOBS) EXCLUDES: * UNION LABOR AND PREVAILING WAGE * INSTALLATION OF GAS VALVE(S) * ELECTRICAL DISCONNECTS * PARTS AND LABOR FOR ANY ELECTRICAL INTERCONNECTIONS * JOB SITE REPOSITIONING OF NOZZLES IF COOKING EQUIPMENT IS NOT INSTALLED PER GAYLORD APPROVED DRAWINGS * PLANS AND PERMITS ON JOBS OUTSIDE OF THE UNITED STATES AND ON MARINE JOBS * TRIP TEST AND CERTIFICATION ON JOBS OUTSIDE OF THE UNITED STATES AND ON MARINE JOBS * HANDHELD FIRE EXTINGUISHER(S) * INSPECTION AND SERVICING * RECESSED ANSUL CABINET(S) VERIFY CEILING CONDITIONS EXACT FLOOR TO STRUCTURAL CEILING AND FLOOR TO FINISH CEILING HEIGHTS MUST BE VERIFIED FOR VENTILATOR DESIGN. INCORRECT HEIGHTS MAY CAUSE THE VENTILATOR TO NOT FIT PROPERLY OR COMPLY WITH CLEARANCES SPECIFIED IN APPUCABLE CODES AND STANDARDS. CAUTION: IF THE FINISHED CEILING IS HIGHER THAN THE TOP OF THE VENTILATOR, ENCLOSURE PANELS MAY BE REQUIRED. FLOOR TO STRUCTURAL CEILING: (VERIFY) FLOOR TO FINISH CEILING: 91 -0" (VERIFY) ANSUL R- 102- ASEF- 2T- 8N -18F 28 GPC- 7000- S2 -LD -TR -1.00 (TRIPLE) 59 PBW -18 DIMENSION TOLERANCE ELXC- GBD- A -AS -66 ± 1/4" (6mm) MODEL # PBW -15 15 ITEM # 12082708 12082707 12082702 12082701 WORK ORDER # INSTALLATION INFORMATION MAXIMUM VENTILATOR DIMENSION: 14' -6" L x 5' -6" W. 3' -2" H TOTAL ESTIMATED HANGING WEIGHT: MIL LBS. VENTILATORS MANUFACTURED IN MULTIPLE SECTIONS ARE PROVIDED WITH BOLTS, CLIPS, AND ALL NECESSARY HARDWARE FOR RECONNEC11NG BY THE VENTILATOR INSTALLER. CONTROL AND LIGHTING WIRING ARE PRE -WIRED AND DISCONNECTED FOR SHIPMENT. WIRING MUST BE RECONNECTED BY APPLICABLE TRADES. 01 EC 05 -23 -12 MOVED DRAIN OPPOSITE SIDE, CHANGED TO SINGLE FP SYSTEM REV DRWN.BY DATE REVISIONS CHECKED BY This plan is made from available information, but measurements are to be verified by contractors. installers and others in connection with this job. Gaylord Industries accepts no responsibility for work done by contractors, installers and others, and will not stand any expense for charges made necessary by local building codes, ordinances, structural conditions or by the substitution or changes in equipment shown in this plan. This plan must be verified and approved by proper parties before fabrication can be started and approval shall not be made unless contractors, installers and others have reviewed applicable codes with code authorities. Reference is made to the general notes, which area part of these plans and all contractors, installers and others utilizing these plans are advised they are responsible for examining and becoming familiar with said general notes before commencing any work hereunder. Any inconsistencies between these plans . and the general notes, or between these plans, the general notes, and local building codes or ordinances must be immediately called to the attention of Gaylord Industries in writing so that any such inconsistencies can be resolved. Gaylord Industries must be notified of any changes made to the plan in a clear and conspicuous manner. Gaylord Industries will not be responsible for any incidental or consequential damages incurred by others as a result of contractors, installers and others failure to notify Gaylord of changes to the plan. ATTENTION - This plan is the property of Gaylord Industries and is confidential and proprietary. It is not to be copied, reproduced, or distributed, in whole or part, nor be used in anyway detrimental to Gaylord Industries. If you have received this plan without Gaylord's permission, please (1) do not read it, (ii) reply to the sender that you received the drawing in error, and (iii) erase and /or destroy the drawing. GAYL US' 10900 S.W. AVERY ST. TUALATiN, OR 97062 RDO �,s TELEPHONE: (503) 691 -2010 TOLL FREE: (800) 547 -9696 FAX NO.: (503) 692 -6048 E -MAIL: gaylord©gaylordusa.com DRAWN BY: AH CHECKED BY: ELECT. CHECK: F.P. CHECK: S.E. APPROVAL: BOEING CAFE BLDG 9 -101 Tukwila, WA DRAWING NO.: 12 -0827 DA1E 04 -30 -12 REV.: 01 SHEET NO.: 02 SYM REVISION BY APPROVED DATE SYM REVISION APPROVED DATE 1 CAFETERIA IFP 2 CAFETERIA - IFC 12254733 CA 12254733 CA BH 06.04.12 BH 06.18.12 gLAFAVEZAW ' ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. LOEPFE ZH CKED B. HALL DAT 06E .04.12 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 7 2012 City of Tukwila BUILDING DIVISION CLEVENGER /OOP El .' noose VICE, k//4.ER , =RosSAR ANO L UNORY: OES!GN I CONSULTING INFOOCLEVENGERASSOC.,COM T E; SUITE 2ki, • INGTON PM: 3 81 Walt FAx43 M1.?4. :ftwravabseRkssocicom 06.18.12 SUBTITLE EXHAUST HOOD ENGINEERING RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION 01 Harris Group Inc. Engineering- Solutions for o Better Waldo 12469.00 e www.harrisgroup.com CURRENT REVISION 12254733 SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 SHEET FS2A508 JOB NO. 12254733 COMP NO. DEV. CENTER, WA DWG No. 09- 101- FS2A508 72 23 EXH EXHAUST DUCT VOL: 2828 CFM SIZE: 12" x 23' I.D. S.P.: 1.12" W.G. 11 ct EXH 54 22 tS P 11 MIN. OVERHANG TO COOKING SURFACE (TYP) WASH SOLENOID ASSEMBLY 1.00" H.W. INLET REFER TO ELECTRICAL AND PLUMBING NOTES PLAN VIEW DUCT NOZZLE #2W CHEMICAL INLET TANK 1 -3N -4F DUCT & PLENUM CHEMICAL INLET TANK 2- 5N -10F ITEMS 87, 88, 90 & 91 FUSE LINK INLET 2.00" DRAIN 10 10 / #260 #3N 1 12 S.P. . T PORT S.P.: 0. , 0" W.G. #1N #3N 18.563 15.625 54.813 I e o 0 0 0 0 o o o o o c1 — . •i 4' FLUORESCENT FLUORESCENT 0 is I o 0 0 0 0 o a o 0 0 0 a o 0 0 0 0 0 0 0 0 0 1 93 I-- 10 O 0 O 0 0 0 0 0 0 0 0 0 6 14 (TYP) (2) SUPPLY DUCTS VOL: 849 CFM 93 SIZE: 10" 14" I.D. x lt.SUP S.P.: 0.11" W.G. 1LSUP 36 72 7' -0" I 5' -0" AT L -M DUTY AT MED DUTY 19'_n" WASH SOLENOID ASSEMBLY 1.00" H.W. INLET REFER TO ELECTRICAL AND PLUMBING NOTES PLAN VIEW DUCT NOZZLE #2W CHEMICAL INLET TANK 1 -3N -4F DUCT & PLENUM CHEMICAL INLET TANK 2- 5N -10F ITEMS 87, 88, 90 & 91 FUSE LINK INLET GRIDDLE MONTAGUE DG2448 -SAT 88 BROILER MONTAGUE UFLCS -36R ( 90 O.B. RANGE MONTAGUE C12 -5 92 po0C (01113 BRIM 0 0 pope 01111:1 MUD 0 0. ® 0 7:? 0 0 0 0 0 FRYERS PITCO 2SG14S /FD 87 REF BASE TRAULSEN TE096HT C 89 12' 0" ELEVATION VIEW 1 NOTE; PRIOR TO FABRICATION COOKING EQUIPMENT MODEL, MANUFACTURER & LOCATION MUST BE VERIFIED FOR FIRE PROTECTION PLENUM NOZZLE #1N FIN. CLG. HT. (VERIFY) 30 6' -8" MTG. HT. MOUNTING RODS BY VENTILATOR INSTALLER DETAIL 2 DETAIL 1 MTG. BRACKET BY GAYLORD FASTEN TO WALL BY VENTILATOR INSTALLER FASTEN TO WALL BY VENTILATOR INSTALLER 2.5 FULL- LENGTH REMOVABLE INTERNAL BAFFLE 12 12 MIN SECTION VIEW DETAIL 2 DETAIL 1 79 EQ. HT. (MAX) VENTILATOR NOTES (WATER WASH) A) VERIFY ALL MAKES AND MODELS OF COOKING EQUIPMENT AND LOCATION IN RELATION TO VENTILATOR PRIOR TO FABRICATION. B) FRONT AND REAR MOUNTING BRACKETS HAVE 00.625" HOLES. BRACKETS TO BE SUPPORTED WITHIN 12" OF EACH END OF EACH SECTION, WITH A MAXIMUM SPAN OF 72" BETWEEN SUPPORTS. C) INTERIOR MOUNTING BRACKET(S) TO BE SUPPORTED WITHIN 36" OF EACH END OF EACH SECTION, WITH A MAXIMUM SPAN OF 72" BETWEEN SUPPORTS. D) H.W. LINE TO CONTROL CABINET BY PLUMBING CONTRACTOR. FIRE PROTECTION SYSTEM NOTES ANSUL R -102— ASEF VERIFY EXHAUST & SUPPLY FANS A) VERIFY IF THIS HOOD IS EXHAUSTED ON ITS OWN EXHAUST FAN QB. IS IT EXHAUSTED ON A COMMON EXHAUST FAN SHARED WITH OTHER HOODS. B) VERIFY NUMBER OF SUPPLY (MAKE -UP AIR) FANS. PBW PLENUM FEATURES * REMOVABLE S/S PERFORATED PANEL(S) * ALL EXPOSED SURFACES ARE STAINLESS STEEL ELECTRICAL NOTES (WATER WASH) 0 (2) WIRES AND GROUND, FOR AUTOSTART THERMOSTAT(S), IN FLEXIBLE CONDUIT, EXTENDING 6' BEYOND END OF VENTILATOR BY GAYLORD. WIRED TO WASH CONTROL CABINET BY ELECTRICAL CONTRACTOR. * LIGHT FIXTURES, VAPOR PROOF, U.L. LISTED, * FURNISHED, INSTALLED AND WIRED BY GAYLORD. 02 (2) WIRES AND GROUND, FOR UGHT(S), IN FLEXIBLE CONDUIT, EXTENDING 6' BEYOND END OF VENTILATOR BY GAYLORD. WIRED TO LIGHT SWITCH BY ELECTRICAL CONTRACTOR. 0 (3) WIRES AND GROUND, FOR WASH SOLENOID ASSEMBLY, WIRED FROM J -BOX TO WASH CONTROL CABINET BY ELECTRICAL CONTRACTOR. PLUMBING NOTES P-1 WASH SOLENOID ASSEMBLY, BY GAYLORD, ATTACHED TO VENTILATOR BY FLEXIBLE PEX PIPING, EXTENDING 4' BEYOND FRONT OF VENTILATOR BY GAYLORD. WASH SOLENOID ASSEMBLY TO BE MOUNTED ABOVE THE CEILING BY PLUMBING CONTRACTOR. P -2 CEIUNG ACCESS TO WASH SOLENOID ASSEMBLY PROVIDED BY GENERAL CONTRACTOR. P-3 PLUMBING CONTRACTOR TO CONNECT 1.00" H.W. INLET ON WASH SOLENOID ASSEMBLY TO WASH CONTROL CABINET. FP -1) LOCATION OF FIRE PROTECTION NOZZLES MUST BE VERIFIED IN RELATION TO THE COOKING EQUIPMENT, PRIOR TO VENTILATOR FABRICATION. COMPLETE SYSTEM INCLUDING APPLIANCE DROPS AND SURFACE MOUNTED DETECTION BRACKETS, WITH FIELD • INSTALLATION BY GAYLORD. ANSUL FIRE SYSTEM FACTORY PRE - PIPED CHEMICAL LINES INCLUDING DUCT, PLENUM AND APPLIANCE DROPS WITH ALL NOZZLES INSTALLED PER COOKING EQUIPMENT ARRANGEMENT ON GAYLORD APPROVED DRAWINGS. ALL EXPOSED CHEMICAL PIPING CHROME PLATED OR CHROME SLEEVED. INCLUDES FACTORY PRE -PIPED DETECTION LINES WITH SURFACE MOUNTED DETECTOR BRACKETS. INSTALLATION BY CERTIFIED FACTORY INSTALLERS. INCLUDES: * TANK(S) AND RELEASE ASSEMBLY(S) * CHEMICAL * DETECTOR CABLE * FUSIBLE LINKS WITH LINKAGE * EXPELLANT GAS CARTRIDGE(S) (PROVIDED BY FIRE PROTECTION INSTALLER) * (1) REMOTE MANUAL PULL STATION * (1) GAS VALVE PER FIRE SYSTEM WITH A MAXIMUM SIZE OF 2 -1/2" * (1) MANUAL RESET RELAY PER FIRE SYSTEM, IF REQUIRED * PLANS AND PERMITS (ON JOBS INSIDE OF THE UNITED STATES AND NON- MARINE JOBS) * PARTS AND INSTALLATION OF CHEMICAL AND DETECTION LINES FROM TANK(S) TO CONNECTION POINTS ON HOOD * INSTALLATION OF TANKS AND RELATED COMPONENTS * INSTALLATION OF DETECTOR CABLE AND FUSIBLE LINKS * INSTALLATION OF REMOTE MANUAL PULL STATION * JOB SITE REPOSITIONING OF NOZZLES AS PER GAYLORD APPROVED DRAWINGS, IF REQUIRED TO MEET SYSTEM DESIGN REQUIREMENTS * TRIP TEST AND CERTIFICATION (ON JOBS INSIDE OF THE UNITED STATES AND NON- MARINE JOBS) EXCLUDES: * UNION LABOR AND PREVAILING WAGE * INSTALLATION OF GAS VALVE(S) * ELECTRICAL DISCONNECTS * PARTS AND LABOR FOR ANY ELECTRICAL INTERCONNECTIONS * JOB SITE REPOSITIONING OF NOZZLES IF COOKING EQUIPMENT IS NOT INSTALLED PER GAYLORD APPROVED DRAWINGS * PLANS AND PERMITS ON JOBS OUTSIDE OF THE UNITED STATES AND ON MARINE JOBS * TRIP TEST AND CERTIFICATION ON JOBS OUTSIDE OF THE UNITED STATES AND ON MARINE JOBS * HANDHELD FIRE EXTINGUISHER(S) * INSPECTION AND SERVICING * RECESSED ANSUL CABINET(S) VERIFY CEILING CONDITIONS EXACT FLOOR TO STRUCTURAL CEILING AND FLOOR TO FINISH CEIUNG HEIGHTS MUST BE VERIFIED FOR VENTILATOR DESIGN. INCORRECT HEIGHTS MAY CAUSE THE VENTILATOR TO NOT AT PROPERLY OR COMPLY WITH CLEARANCES SPECIFIED IN APPLICABLE CODES AND STANDARDS. CAUTION: IF THE FINISHED CEIUNG IS HIGHER THAN THE TOP OF THE VENTILATOR, ENCLOSURE PANELS MAY BE REQUIRED. FLOOR TO STRUCTURAL CEIUNG: (VERIFY) FLOOR TO FINISH CEIUNG: 9' -0" (VERIFY) REVIEWED FOR CODE COMPLIANCE APPROVED DEC 07 2012 City of Tukwila BUILDING DIVISION ANSUL R- 102 - ASEF- 2T- 8N -14F 44 GPC- 7000- S2 -LD -TR -1.00 (TRIPLE) 59 PBW -22 DIMENSION TOLERANCE ELXC- GBD- A -AS -54 ± 1/4" (6mm) MODEL # PBW -93 93 ITEM # 12082709 12082707 12082704 12082703 WORK ORDER # INSTALLATION INFORMATION MAXIMUM VENTILATOR DIMENSION: 12' -0" L x 4' -6" W. 3' -2" H. TOTAL ESTIMATED HANGING WEIGHT: 1260 LBS. VENTILATORS MANUFACTURED IN MULTIPLE SECTIONS ARE PROVIDED WITH BOLTS, CLIPS, AND ALL NECESSARY HARDWARE FOR RECONNECTING BY THE VENTILATOR INSTALLER. CONTROL AND LIGHTING WIRING ARE PRE -WIRED AND DISCONNECTED FOR SHIPMENT. WIRING MUST BE RECONNECTED BY APPLICABLE TRADES. 01 EC 05 -23 -12 MOVED DRAIN OPPOSITE SIDE, CHANGED TO SINGLE FP SYSTEM REV DRWN.BY DATE REVISIONS CHECKED BY This plan is made from available information, but measurements are to be verified by contractors, installers and others in connection with this job. Gaylord Industries accepts no responsibility for work done by contractors, installers and others, and will not stand any expense for charges made necessary by local building codes, ordinances, structural conditions or by the substitution or changes in equipment shown in this plan. This plan must be verified and approved by proper parties before fabrication can be started and approval shall not be made unless contractors, installers and others have reviewed applicable codes with code authorities. Reference is made to the general notes, which are a part of these plans and all contractors, installers and others utilizing these plans are advised they are responsible for examining and becoming familiar with said general notes before commencing any work hereunder. Any inconsistencies between these plans and the general notes, or between these plans, the general notes, and local building codes or ordinances must be immediately called to the attention of Gaylord Industries in writing so that any such inconsistencies can be resolved. Gaylord Industries must be notified of any changes made to the plan in a clear and conspicuous manner. Gaylord Industries will not be responsible for any incidental or consequential damages incurred by others as a result of contractors, installers and others failure to notify Gaylord of changes to the plan. ATTENTION - This plan is the property of Gaylord Industries and is confidential and proprietary. It is not to be copied, reproduced, or distributed, in whole or part, nor be used in anyway detrimental to Gaylord Industries. If you have received this plan without Gaylord's permission, please (1) do not read it, (11) reply to the sender that you received the drawing in error, and (iii) erase and /or destroy the drawing. GAYT 1O DUST H;S 10900 S.W. AVERY ST. TUALATiN, OR 97062 TELEPHONE: (503) 691 -2010 TOLL FREE: (800) 547 -9696 FAX NO.: (503) 692 -6048 E -MAIL gaylord©gaylordusa.com DRAWN BY: AH CHECKED BY: ELECT. CHECK: F.P. CHECK: S.E. APPROVAL BOEING CAFE BLDG 9 -101 Tukwila, WA DRAWING NO.: 12 -0827 DATE 04 -30 -12 REV.: 01 SHEET NO.: 03 SYM REVISION BY APPROVED DATE SYM REVISION APPROVED DATE 1 2 CAFETERIA - IFP CAFETERIA - IFC 12254733 12254733 CA CA BH BH 06.04.12 06.18.12 gOIEIAW ® ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. LOEPFE CHECKED B. HALL DAT 06E .04.12 06.18.12 SUBTITLE E"5 RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION CLE R .e T • - - 1 8135131 tSTAt.GTE.SUIYEZIYI`-- PUOLIA ;- YiASHIN✓414:44Dd373 {263)$41.7811 d AXIIS841.10.. WlitAittiVEhGERAS6DCZOte FOQDSERVICE,.BAKERY COMMISSN1Y. ANRIAUNDRY DESIGN d:CONSULTING EXHAUST HOOD ENGINEERING CURRENT REVISION 12254733 Harris Group Inc. Engineering Solutions for a Better World® 12469.00 ® www.harrisgroup.com SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA SHEET FS2A509 JOB. NO. 12254733 COMP NO. DWG NO. 09- 101- FS2A509 F2 `2 i-1 10 10 / #260 #3N 1 ��1N 19 TA r 24 #1N #3N 18.563 15.625 54.813 GRIDDLE MONTAGUE DG2448 -SAT 88 BROILER MONTAGUE UFLCS -36R ( 90 O.B. RANGE MONTAGUE C12 -5 92 po0C (01113 BRIM 0 0 pope 01111:1 MUD 0 0. ® 0 7:? 0 0 0 0 0 FRYERS PITCO 2SG14S /FD 87 REF BASE TRAULSEN TE096HT C 89 12' 0" ELEVATION VIEW 1 NOTE; PRIOR TO FABRICATION COOKING EQUIPMENT MODEL, MANUFACTURER & LOCATION MUST BE VERIFIED FOR FIRE PROTECTION PLENUM NOZZLE #1N FIN. CLG. HT. (VERIFY) 30 6' -8" MTG. HT. MOUNTING RODS BY VENTILATOR INSTALLER DETAIL 2 DETAIL 1 MTG. BRACKET BY GAYLORD FASTEN TO WALL BY VENTILATOR INSTALLER FASTEN TO WALL BY VENTILATOR INSTALLER 2.5 FULL- LENGTH REMOVABLE INTERNAL BAFFLE 12 12 MIN SECTION VIEW DETAIL 2 DETAIL 1 79 EQ. HT. (MAX) VENTILATOR NOTES (WATER WASH) A) VERIFY ALL MAKES AND MODELS OF COOKING EQUIPMENT AND LOCATION IN RELATION TO VENTILATOR PRIOR TO FABRICATION. B) FRONT AND REAR MOUNTING BRACKETS HAVE 00.625" HOLES. BRACKETS TO BE SUPPORTED WITHIN 12" OF EACH END OF EACH SECTION, WITH A MAXIMUM SPAN OF 72" BETWEEN SUPPORTS. C) INTERIOR MOUNTING BRACKET(S) TO BE SUPPORTED WITHIN 36" OF EACH END OF EACH SECTION, WITH A MAXIMUM SPAN OF 72" BETWEEN SUPPORTS. D) H.W. LINE TO CONTROL CABINET BY PLUMBING CONTRACTOR. FIRE PROTECTION SYSTEM NOTES ANSUL R -102— ASEF VERIFY EXHAUST & SUPPLY FANS A) VERIFY IF THIS HOOD IS EXHAUSTED ON ITS OWN EXHAUST FAN QB. IS IT EXHAUSTED ON A COMMON EXHAUST FAN SHARED WITH OTHER HOODS. B) VERIFY NUMBER OF SUPPLY (MAKE -UP AIR) FANS. PBW PLENUM FEATURES * REMOVABLE S/S PERFORATED PANEL(S) * ALL EXPOSED SURFACES ARE STAINLESS STEEL ELECTRICAL NOTES (WATER WASH) 0 (2) WIRES AND GROUND, FOR AUTOSTART THERMOSTAT(S), IN FLEXIBLE CONDUIT, EXTENDING 6' BEYOND END OF VENTILATOR BY GAYLORD. WIRED TO WASH CONTROL CABINET BY ELECTRICAL CONTRACTOR. * LIGHT FIXTURES, VAPOR PROOF, U.L. LISTED, * FURNISHED, INSTALLED AND WIRED BY GAYLORD. 02 (2) WIRES AND GROUND, FOR UGHT(S), IN FLEXIBLE CONDUIT, EXTENDING 6' BEYOND END OF VENTILATOR BY GAYLORD. WIRED TO LIGHT SWITCH BY ELECTRICAL CONTRACTOR. 0 (3) WIRES AND GROUND, FOR WASH SOLENOID ASSEMBLY, WIRED FROM J -BOX TO WASH CONTROL CABINET BY ELECTRICAL CONTRACTOR. PLUMBING NOTES P-1 WASH SOLENOID ASSEMBLY, BY GAYLORD, ATTACHED TO VENTILATOR BY FLEXIBLE PEX PIPING, EXTENDING 4' BEYOND FRONT OF VENTILATOR BY GAYLORD. WASH SOLENOID ASSEMBLY TO BE MOUNTED ABOVE THE CEILING BY PLUMBING CONTRACTOR. P -2 CEIUNG ACCESS TO WASH SOLENOID ASSEMBLY PROVIDED BY GENERAL CONTRACTOR. P-3 PLUMBING CONTRACTOR TO CONNECT 1.00" H.W. INLET ON WASH SOLENOID ASSEMBLY TO WASH CONTROL CABINET. FP -1) LOCATION OF FIRE PROTECTION NOZZLES MUST BE VERIFIED IN RELATION TO THE COOKING EQUIPMENT, PRIOR TO VENTILATOR FABRICATION. COMPLETE SYSTEM INCLUDING APPLIANCE DROPS AND SURFACE MOUNTED DETECTION BRACKETS, WITH FIELD • INSTALLATION BY GAYLORD. ANSUL FIRE SYSTEM FACTORY PRE - PIPED CHEMICAL LINES INCLUDING DUCT, PLENUM AND APPLIANCE DROPS WITH ALL NOZZLES INSTALLED PER COOKING EQUIPMENT ARRANGEMENT ON GAYLORD APPROVED DRAWINGS. ALL EXPOSED CHEMICAL PIPING CHROME PLATED OR CHROME SLEEVED. INCLUDES FACTORY PRE -PIPED DETECTION LINES WITH SURFACE MOUNTED DETECTOR BRACKETS. INSTALLATION BY CERTIFIED FACTORY INSTALLERS. INCLUDES: * TANK(S) AND RELEASE ASSEMBLY(S) * CHEMICAL * DETECTOR CABLE * FUSIBLE LINKS WITH LINKAGE * EXPELLANT GAS CARTRIDGE(S) (PROVIDED BY FIRE PROTECTION INSTALLER) * (1) REMOTE MANUAL PULL STATION * (1) GAS VALVE PER FIRE SYSTEM WITH A MAXIMUM SIZE OF 2 -1/2" * (1) MANUAL RESET RELAY PER FIRE SYSTEM, IF REQUIRED * PLANS AND PERMITS (ON JOBS INSIDE OF THE UNITED STATES AND NON- MARINE JOBS) * PARTS AND INSTALLATION OF CHEMICAL AND DETECTION LINES FROM TANK(S) TO CONNECTION POINTS ON HOOD * INSTALLATION OF TANKS AND RELATED COMPONENTS * INSTALLATION OF DETECTOR CABLE AND FUSIBLE LINKS * INSTALLATION OF REMOTE MANUAL PULL STATION * JOB SITE REPOSITIONING OF NOZZLES AS PER GAYLORD APPROVED DRAWINGS, IF REQUIRED TO MEET SYSTEM DESIGN REQUIREMENTS * TRIP TEST AND CERTIFICATION (ON JOBS INSIDE OF THE UNITED STATES AND NON- MARINE JOBS) EXCLUDES: * UNION LABOR AND PREVAILING WAGE * INSTALLATION OF GAS VALVE(S) * ELECTRICAL DISCONNECTS * PARTS AND LABOR FOR ANY ELECTRICAL INTERCONNECTIONS * JOB SITE REPOSITIONING OF NOZZLES IF COOKING EQUIPMENT IS NOT INSTALLED PER GAYLORD APPROVED DRAWINGS * PLANS AND PERMITS ON JOBS OUTSIDE OF THE UNITED STATES AND ON MARINE JOBS * TRIP TEST AND CERTIFICATION ON JOBS OUTSIDE OF THE UNITED STATES AND ON MARINE JOBS * HANDHELD FIRE EXTINGUISHER(S) * INSPECTION AND SERVICING * RECESSED ANSUL CABINET(S) VERIFY CEILING CONDITIONS EXACT FLOOR TO STRUCTURAL CEILING AND FLOOR TO FINISH CEIUNG HEIGHTS MUST BE VERIFIED FOR VENTILATOR DESIGN. INCORRECT HEIGHTS MAY CAUSE THE VENTILATOR TO NOT AT PROPERLY OR COMPLY WITH CLEARANCES SPECIFIED IN APPLICABLE CODES AND STANDARDS. CAUTION: IF THE FINISHED CEIUNG IS HIGHER THAN THE TOP OF THE VENTILATOR, ENCLOSURE PANELS MAY BE REQUIRED. FLOOR TO STRUCTURAL CEIUNG: (VERIFY) FLOOR TO FINISH CEIUNG: 9' -0" (VERIFY) REVIEWED FOR CODE COMPLIANCE APPROVED DEC 07 2012 City of Tukwila BUILDING DIVISION ANSUL R- 102 - ASEF- 2T- 8N -14F 44 GPC- 7000- S2 -LD -TR -1.00 (TRIPLE) 59 PBW -22 DIMENSION TOLERANCE ELXC- GBD- A -AS -54 ± 1/4" (6mm) MODEL # PBW -93 93 ITEM # 12082709 12082707 12082704 12082703 WORK ORDER # INSTALLATION INFORMATION MAXIMUM VENTILATOR DIMENSION: 12' -0" L x 4' -6" W. 3' -2" H. TOTAL ESTIMATED HANGING WEIGHT: 1260 LBS. VENTILATORS MANUFACTURED IN MULTIPLE SECTIONS ARE PROVIDED WITH BOLTS, CLIPS, AND ALL NECESSARY HARDWARE FOR RECONNECTING BY THE VENTILATOR INSTALLER. CONTROL AND LIGHTING WIRING ARE PRE -WIRED AND DISCONNECTED FOR SHIPMENT. WIRING MUST BE RECONNECTED BY APPLICABLE TRADES. 01 EC 05 -23 -12 MOVED DRAIN OPPOSITE SIDE, CHANGED TO SINGLE FP SYSTEM REV DRWN.BY DATE REVISIONS CHECKED BY This plan is made from available information, but measurements are to be verified by contractors, installers and others in connection with this job. Gaylord Industries accepts no responsibility for work done by contractors, installers and others, and will not stand any expense for charges made necessary by local building codes, ordinances, structural conditions or by the substitution or changes in equipment shown in this plan. This plan must be verified and approved by proper parties before fabrication can be started and approval shall not be made unless contractors, installers and others have reviewed applicable codes with code authorities. Reference is made to the general notes, which are a part of these plans and all contractors, installers and others utilizing these plans are advised they are responsible for examining and becoming familiar with said general notes before commencing any work hereunder. Any inconsistencies between these plans and the general notes, or between these plans, the general notes, and local building codes or ordinances must be immediately called to the attention of Gaylord Industries in writing so that any such inconsistencies can be resolved. Gaylord Industries must be notified of any changes made to the plan in a clear and conspicuous manner. Gaylord Industries will not be responsible for any incidental or consequential damages incurred by others as a result of contractors, installers and others failure to notify Gaylord of changes to the plan. ATTENTION - This plan is the property of Gaylord Industries and is confidential and proprietary. It is not to be copied, reproduced, or distributed, in whole or part, nor be used in anyway detrimental to Gaylord Industries. If you have received this plan without Gaylord's permission, please (1) do not read it, (11) reply to the sender that you received the drawing in error, and (iii) erase and /or destroy the drawing. GAYT 1O DUST H;S 10900 S.W. AVERY ST. TUALATiN, OR 97062 TELEPHONE: (503) 691 -2010 TOLL FREE: (800) 547 -9696 FAX NO.: (503) 692 -6048 E -MAIL gaylord©gaylordusa.com DRAWN BY: AH CHECKED BY: ELECT. CHECK: F.P. CHECK: S.E. APPROVAL BOEING CAFE BLDG 9 -101 Tukwila, WA DRAWING NO.: 12 -0827 DATE 04 -30 -12 REV.: 01 SHEET NO.: 03 SYM REVISION BY APPROVED DATE SYM REVISION APPROVED DATE 1 2 CAFETERIA - IFP CAFETERIA - IFC 12254733 12254733 CA CA BH BH 06.04.12 06.18.12 gOIEIAW ® ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. LOEPFE CHECKED B. HALL DAT 06E .04.12 06.18.12 SUBTITLE E"5 RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION CLE R .e T • - - 1 8135131 tSTAt.GTE.SUIYEZIYI`-- PUOLIA ;- YiASHIN✓414:44Dd373 {263)$41.7811 d AXIIS841.10.. WlitAittiVEhGERAS6DCZOte FOQDSERVICE,.BAKERY COMMISSN1Y. ANRIAUNDRY DESIGN d:CONSULTING EXHAUST HOOD ENGINEERING CURRENT REVISION 12254733 Harris Group Inc. Engineering Solutions for a Better World® 12469.00 ® www.harrisgroup.com SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA SHEET FS2A509 JOB. NO. 12254733 COMP NO. DWG NO. 09- 101- FS2A509 i 5' 0" CUSTOMER EXH SUPPLY DUCT SUP VOL: 539 CFM 30 PBW -128B SIZE: 10" x 9" I.D. S.P.: 0.11" W.G. 9 1 8.5 10 1 17 } US 0 0 0 0 a 0 10 0 0 0 0 0 1 0 33 FP CHASE 15 hPdb'lu1Il r 2.00" DRAIN 66 = EXH CHEMICAL INLET 7 TANK 6 -5N -8F I ` u o 0 0 0 0 zsr S.P. TEST PORT 4 1 S.P.: 0.74" W.G. 11 OW LT. ' XTURE ■ ___ ____ (0 0 0 0 0 0 I o 128 + 10 1 17 US 8.5 1 0 0 0 0 0 t MIN. OVERHANG -- 9� — PBW -128A SUPPLY DUCT VOL: 539 CFM .5 TO COOKING jtsup SIZE 10" x 9" I.D. SURFACE (TYP) S.P.: 0.11" W.G. 30 5, -0" WASH SOLENOID ASSEMBLY 1.00" H.W. INLET (2) PLENUM NOZZLES #1N SIDE EXHAUST DUCT VOL: 1795 CFM SIZE: 12" x 15" I.D. S.P.: 1.12' W.G. FUSE LINK INLET PLAN VIEW COOK SIDE N_ REFER TO ELECTRICAL AND PLUMBING NOTES DUCT NOZZLE #2W T T #260 #260 24 12 —I 0 0 0 0 0 0 ft 0.B. RANGE JADE RANGE JHP -636 5' 0" ELEVATION VIEW NOTE: PRIOR TO FABRICATION COOKING EQUIPMENT MODEL, MANUFACTURER & LOCATION MUST BE VERIFIED FOR FIRE PROTECTION SHOP NOTE: FP CHASE REQUIRED ON OPPOSITE END FROM DRAIN 17 FULL - LENGTH REMOVABLE INTERNAL BAFFLE 9, -0" FIN. CLG. HT. (VERIFY) 6' -8" MTG. HT. COOK SIDE d 2.5 12 FULL - LENGTH REMOVABLE INTERNAL BAFFLE CUSTOMER SIDE SECTION VIEW 79 EQ. HT. (MAX) VENTILATOR NOTES (WATER WASH) A) VERIFY ALL MAKES AND MODELS OF COOKING EQUIPMENT AND LOCATION IN RELATION TO VENTILATOR PRIOR TO FABRICATION. B) FRONT AND REAR MOUNTING BRACKETS HAVE 00.625" HOLES. BRACKETS TO BE SUPPORTED WITHIN 12" OF EACH END OF EACH SECTION, WITH A MAXIMUM SPAN OF 72" BETWEEN SUPPORTS. C) INTERIOR MOUNTING BRACKET(S) TO BE SUPPORTED WITHIN 36" OF EACH END OF EACH SECTION, WITH A MAXIMUM SPAN OF 72" BETWEEN SUPPORTS. D) H.W. LINE TO CONTROL CABINET BY PLUMBING CONTRACTOR. FIRE PROTECTION SYSTEM NOTES ANSUL R- 102 -ASEF VERIFY EXHAUST & SUPPLY FANS A) VERIFY IF THIS HOOD IS EXHAUSTED ON ITS OWN EXHAUST FAN ga IS IT EXHAUSTED ON A COMMON EXHAUST FAN SHARED WITH OTHER HOODS. B) VERIFY NUMBER OF SUPPLY (MAKE -UP AIR) FANS. PBW PLENUM FEATURES * REMOVABLE S/S PERFORATED PANEL(S) * ALL EXPOSED SURFACES ARE STAINLESS STEEL ELECTRICAL NOTES (WATER WASH) 0 (2) WIRES AND GROUND, FOR AUTOSTART THERMOSTAT(S), IN FLEXIBLE CONDUIT, EXTENDING 6' BEYOND END OF VENTILATOR BY GAYLORD. WIRED TO WASH CONTROL CABINET BY ELECTRICAL CONTRACTOR. * LIGHT FIXTURES, VAPOR PROOF, U.L. LISTED, * FURNISHED, INSTALLED AND WIRED BY GAYLORD. 02 (2) WIRES AND GROUND, FOR LIGHT(S), IN FLEXIBLE CONDUIT, EXTENDING 6' BEYOND END OF VENTILATOR BY GAYLORD. WIRED TO LIGHT SWITCH BY ELECTRICAL CONTRACTOR. ® (3) WIRES AND GROUND, FOR WASH SOLENOID ASSEMBLY, WIRED FROM J -BOX TO WASH CONTROL CABINET BY ELECTRICAL CONTRACTOR. PLUMBING NOTES . WASH SOLENOID ASSEMBLY, BY GAYLORD, ATTACHED TO VENTILATOR BY FLEXIBLE PEX PIPING, EXTENDING 4' BEYOND FRONT OF VENTILATOR BY GAYLORD. WASH SOLENOID ASSEMBLY TO BE MOUNTED ABOVE THE CEIUNG BY PLUMBING CONTRACTOR. (..D CEILING ACCESS TO WASH SOLENOID ASSEMBLY PROVIDED BY GENERAL CONTRACTOR. P -3 PLUMBING CONTRACTOR TO CONNECT 1.00" H.W. INLET ON WASH SOLENOID ASSEMBLY TO WASH CONTROL CABINET. FP -1) LOCATION OF FIRE PROTECTION NOZZLES MUST BE VERIFIED IN RELATION TO THE COOKING EQUIPMENT, PRIOR TO VENTILATOR FABRICATION. COMPLETE SYSTEM INCLUDING APPLIANCE DROPS AND SURFACE MOUNTED DETECTION BRACKETS, WITH FIELD INSTALLATION BY GAYLORD. ANSUL FIRE SYSTEM FACTORY PRE -PIPED CHEMICAL LINES INCLUDING DUCT, PLENUM AND APPLIANCE DROPS WITH ALL NOZZLES INSTALLED PER COOKING EQUIPMENT ARRANGEMENT ON GAYLORD APPROVED DRAWINGS. ALL EXPOSED CHEMICAL PIPING CHROME PLATED OR CHROME SLEEVED. INCLUDES FACTORY PRE -PIPED DETECTION LINES WITH SURFACE MOUNTED DETECTOR BRACKETS. INSTALLATION BY CERTIFIED FACTORY INSTALLERS. INCLUDES' * TANK(S) AND RELEASE ASSEMBLY(S) * CHEMICAL * DETECTOR CABLE * FUSIBLE LINKS WITH LINKAGE * EXPELLANT GAS CARTRIDGE(S) (PROVIDED BY FIRE PROTECTION INSTALLER) * (1) REMOTE MANUAL PULL STATION * (1) GAS VALVE PER FIRE SYSTEM WITH A MAXIMUM SIZE OF 2 -1/2" * (1) MANUAL RESET RELAY PER FIRE SYSTEM, IF REQUIRED * PLANS AND PERMITS (ON JOBS INSIDE OF THE UNITED STATES AND NON- MARINE JOBS) * PARTS AND INSTALLATION OF CHEMICAL AND DETECTION LINES FROM TANK(S) TO CONNECTION POINTS ON HOOD * INSTALLATION OF TANKS AND RELATED COMPONENTS * INSTALLATION OF DETECTOR CABLE AND FUSIBLE LINKS *INSTALLATION OF REMOTE MANUAL PULL STATION * JOB SITE REPOSITIONING OF NOZZLES AS PER GAYLORD APPROVED DRAWINGS, IF REQUIRED TO MEET SYSTEM DESIGN REQUIREMENTS * TRIP TEST AND CERTIFICATION (ON JOBS INSIDE OF THE UNITED STATES AND NON- MARINE JOBS) EXCLUDES: * UNION LABOR AND PREVAILING WAGE * INSTALLATION OF GAS VALVE(S) * ELECTRICAL DISCONNECTS * PARTS AND LABOR FOR ANY ELECTRICAL INTERCONNECTIONS * JOB SITE REPOSITIONING OF NOZZLES IF COOKING EQUIPMENT IS NOT INSTALLED PER GAYLORD APPROVED DRAWINGS * PLANS AND PERMITS ON JOBS OUTSIDE OF THE UNITED STATES AND ON MARINE JOBS * TRW TEST AND CERTIFICATION ON JOBS OUTSIDE OF THE UNITED STATES AND ON MARINE JOBS * HANDHELD FIRE EXTINGUISHER(S) * INSPECTION AND SERVICING * RECESSED ANSUL CABINET(S) VERIFY CEILING CONDITIONS EXACT FLOOR TO STRUCTURAL CEIUNG AND FLOOR TO FINISH CEILING HEIGHTS MUST BE VERIFIED FOR VENTILATOR DESIGN. INCORRECT HEIGHTS MAY CAUSE THE VENTILATOR TO NOT FIT PROPERLY OR COMPLY WITH CLEARANCES SPECIFIED IN APPUCABLE CODES AND STANDARDS. CAUTION: IF THE FINISHED CEIUNG IS HIGHER THAN THE TOP OF THE VENTILATOR, ENCLOSURE PANELS MAY BE REQUIRED. FLOOR TO STRUCTURAL CEILING: (VERIFY) FLOOR TO FINISH CEILING: 9' -0" (VERIFY) ANSUL R- 102 - ASEF- 1T -5N -8F 53 GPC- 7000- S2 -LD -TR -1.00 (TRIPLE) 59 PBW -17 PBW -128 DIMENSION TOLERANCE ELXC -GBD- BBC- CL -AS -60 128 t 1/4" (6mm) MODEL # •ITEM # 12082710 12082707 12082706 12082705 WORK ORDER # INSTALLATION INFORMATION MAXIMUM VENTILATOR DIMENSION: 5' -O" L x 5' -6" W. 3'-2" H TOTAL ESTIMATED HANGING WEIGHT: 775 LBS. VENTILATORS MANUFACTURED IN MULTIPLE SECTIONS ARE PROVIDED WITH BOLTS, CLIPS, AND ALL NECESSARY HARDWARE FOR RECONNECTING BY THE VENTILATOR INSTALLER. CONTROL AND LIGHTING WIRING ARE PRE -WIRED AND DISCONNECTED FOR SHIPMENT. WIRING MUST BE RECONNECTED BY APPLICABLE TRADES. 01 EC 05 -23 -12 MOVED DRAIN OPPOSITE SIDE, CHANGED TO SINGLE FP SYSTEM, RENUMBERED SHEET REV DRWN.BY DATE REVISIONS CHECKED BY This plan is made from available information, but measurements Gaylord Industries must be notified of any changes made to the plan are to be verified by contractors, installers and others in connection with this job. Gaylord Industries accepts no responsibility for work done by contractors, installers and others, and will not stand any expense for charges made necessary by local building codes, ordinances, structural conditions or by the substitution or changes in equipment shown in this plan. This plan must be verified and approved by proper parties before fabrication can be started and approval shall not be made unless contractors, installers and in a clear and conspicuous manner. Gaylord Industries will not be responsible for any incidental or consequential damages incurred by others as a result of contractors, installers and others failure to notify Gaylord of changes to the plan. ATTENTION - This plan is the property of Gaylord Industries and is confidential and proprietary. It is not to be copied, reproduced, or distributed, others have reviewed applicable codes with code authorities. in whole or part, nor be used in anyway Reference is made to the general notes, which are a part of detrimental to Gaylord Industries. If you have these plans and all contractors, installers and others utilizing these plans are advised they are responsible for examining and received this plan without Gaylord's permission, becoming familiar with said general notes before commencing (11) reply to the sender any work hereunder. Any inconsistencies between these plans p lease 1 () do not read It and the general notes, or between these plans, the general that you received the drawing in error, and (iii) notes, and local building codes or ordinances must be immediately called to the attention of Gaylord Industries in erase and /or destroy the drawing. writing so that any such inconsistencies can be resolved. GAYT 4O NJDUS?JI 10900 S.W. AVERY ST. TUALATIN, OR 97062 TELEPHONE: (503) 691 -2010 TOLL FREE: (800) 547 -9696 FAX NO.: (503) 692 -6048 E -MAIL: gaylord©gaylordusa.com DRAWN BY: AH CHECKED BY: ELECT. CHECK: F.P. CHECK: S.E. APPROVAL BOEING CAFE BLDG 9 -101 Tukwila. WA DRAWING NO.: 12 -0827 DA1E: 04 -30 -12 REV.: 01 SHEET NO.: 04 SYM 1 2 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE CAFETERIA - IFP CAFETERIA - IFC 12254733 12254733 CA CA BH BH 06.04.12 06.18.12 g)LAIIirt7E,1V” ® ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. LOEPFE DATE 06.04.12 CHECKED B. HALL 06.18.12 SUBTITLE REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 7 2012 City of Tukwila BUILDING DIVISION 11 s3 CLEV'EiI1 ER FOODSERVICb,BAKER\ 1:aO1G1SIAVECte.$U11E2C3 Cff °13*SAEiY,AN[Li.AIiNDR7 YALu ? t�s NGtGti963r3 1531asv.7811 FArC{25318}tt435 DESIORII:GONSULTING sr i tE•sevYoRK• ra s iNPO CtEVE1{GER S5OCCOM W .W.CLEVENGER 5OC.GOM EXHAUST HOOD ENGINEERING RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION IgliHarris Group Inc. Engineering Solutions for o Better World® 12469.00 ® www.harrisgroup.com CURRENT REVISION 12254733 SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA SHEET FS2A510 JOB NO. 12254733 COMP NO. DWG NO. 09- 101- FS2A510 WASH CONTROL CABINET WIRING NOTES C-1 FOR HOOD ITEM 15 (2) WIRES AND GROUND FROM WASH CONTROL CABINET TO SUPPLY VOLTAGE SERVICE BY ELECTRICAL CONTRACTOR. C -1 FOR HOOD ITEM 93 (2) WIRES AND GROUND FROM WASH CONTROL CABINET TO SUPPLY VOLTAGE SERVICE BY ELECTRICAL CONTRACTOR. C -1 FOR HOOD ITEM 128 (2) WIRES AND GROUND FROM WASH CONTROL CABINET TO SUPPLY VOLTAGE SERVICE BY ELECTRICAL CONTRACTOR. C -2 FOR HOOD ITEM 15 (2) WIRES FROM WASH CONTROL CABINET TO EXHAUST FAN MAGNETIC STARTER. (2) WIRES FROM CONTROL CABINET TO SUPPLY FAN MAGNETIC STARTER. WIRES BY ELECTRICAL CONTRACTOR. C -2 FOR HOOD ITEM 93 (2) WIRES FROM WASH CONTROL CABINET TO EXHAUST FAN MAGNETIC STARTER. (2) WIRES FROM CONTROL CABINET TO SUPPLY FAN MAGNETIC STARTER. WIRES BY ELECTRICAL CONTRACTOR. C -2 FOR HOOD ITEM 128 (2) WIRES FROM WASH CONTROL CABINET TO EXHAUST FAN MAGNETIC STARTER. (2) WIRES FROM CONTROL CABINET TO SUPPLY FAN MAGNETIC STARTER. WIRES BY ELECTRICAL CONTRACTOR. (C -3) FOR HOOD ITEM 15 (2) WIRES TO FIRE SUPPRESSION SYSTEM MICRO SWITCHES BY ELECTRICAL CONTRACTOR. C -3 FOR HOOD ITEM 93 (2) WIRES TO FIRE SUPPRESSION SYSTEM MICRO SWITCHES BY ELECTRICAL C{NNTRACTOR. C -3 FOR HOOD ITEM 128 (2) WIRES TO FIRE SUPPRESSION SYSTEM MICRO SWITCHES BY ELECTRICAL CONTRACTOR. FOR HOOD ITEM 15 (3) WIRES AND GROUND, FOR REMOTE SOLENOIDS, FROM WASH CONTROL CABINET TO (1) WASH SOLENOID ASSEMBLIES, (2) SOLENOIDS. WIRES BY ELECTRICAL CONTRACTOR. FOR HOOD ITEM 93 (3) WIRES AND GROUND, FOR REMOTE SOLENOIDS, FROM WASH CONTROL CABINET TO (1) WASH SOLENOID ASSEMBLIES, (2) SOLENOIDS. WIRES BY ELECTRICAL CONTRACTOR. FOR HOOD ITEM 128 (3) WIRES AND GROUND, FOR REMOTE SOLENOIDS, FROM WASH CONTROL CABINET TO (1) WASH SOLENOID ASSEMBLIES, (2) SOLENOIDS. WIRES BY ELECTRICAL CONTRACTOR. C -5 FOR HOOD ITEM 15 (2) WIRES AND GROUND, FOR AUTOSTART, FROM WASH CONTROL CABINET TO VENTILATORS) BY ELECTRICAL CONTRACTOR. C -5 FOR HOOD ITEM 93 (2) WIRES AND GROUND, FOR AUTOSTART, FROM WASH CONTROL CABINET TO VENTILATOR(S) BY ELECTRICAL CONTRACTOR. C -5 FOR H000 ITEM 128 (2) WIRES AND (MOUND, FOR AUTOSTART, FROM WASH CONTROL CABINET TO VENTiLATOR(S) BY ELECTRICAL CONTRACTOR. Method 1 1/2' EMT CONDUIT TO REMOTE PULL STATION BY ARE PROTECTION CONTRACTOR WET CHEMICAL UNE TO 8.5 VENTILATOR BY ARE MAX. PROTECTION EXNTRACTOR DETECTION UNE TO VENTILATOR BY FIRE PROTECTION CONTRACTOR en MANIFOLD:1.00" H.W. UNE TO I1EM# 15 6.53 GPM AT 40 PSI (MIN). 9.14 GPM AT 80 PSI (MAX). LWI. MANIFOU):1.00' H.W. UNE TO ITEM] 15 7.40 GPM AT 40 PSI (1Ili). 10.44 GPM AT 80 PSI (MAX). MANIFOLD FOR REMOTE SOLENOIDS FROM CABINET TO INDIVIDUAL HOOD SECTION WASH MANIFOLD SUBASSEMBLIES. FOR HOOD ITEM 128 - FOR HOOD ITEM 93 - C -4 C -3 C -2 C -1 Hood Item 15 WASH SOLENOID ASSEMBLY en MANIFOLD:1.00" H.W. UNE TO ITEM# 93 5.40 GPM AT 40 PSI (MN). 7.56 GPM AT 80 PS (MAX). MANIFOLD:1.00" H.W. UNE TO ITEMO 93 6.12 GPM AT 40 PS (MN). 8.64 GPM AT 80 PSI (MAX). Hood Item 93 en MANIFOLD:1.00" H.W. LINE TO I1E4 128 4.50 GPM AT 40 PS (MIN). 6.30 GPM AT 80 PSI (MAX). M. MANIFOLD:1.00' H.W. UNE TO ITEMS 128 5,10 GPM AT 40 PSI (MN). 7.20 GPM AT 80 PSI (MAX). Hood Item 128 WASH SOLENOID ASSEMBLY FOR HOOD ITEM 15 - ELECTRICAL CONNECTION HOLES (TIP COMMAND CENTERS (NOT SHOWN) 1.50a S/S TRIM RING (* 1.00" H.W. INLET 140'F MIN. /180'F MAX. ATTN: PLUMBING CONTRACTOR THE AIR GAP IS PROVIDED BY GAYLORD. TO BE SHIPPED LOOSE AND INSTALLED IN THE FIELD BY THE PLUMBING CONTRACTOR TYPICAL ANSUL TANK SCHEMATIC (FOR WATER WASH VENTILATOR) MANUAL RESET RELAY MOUNTED ON WALL BY OTHERS r<, 23.5 CARNET DEPTH: 7.5' 101 -30 (CARBON DIOXIDE CARTRIDGE) BY ARE PROTECTION CONTRACTOR Method 2 1/2' EMT CONDUIT TO REMOTE PULL STATION BY FIRE PROTECTION CONTRACTOR 8.5 MAX. WET CHEMCAL UNE TO VENTILATOR BY FEE PROTECTION CONTRACTOR FIELD WIRING BY ELECTRICAL CONTRACTOR 36 MR G PIPED TO FLOOR SINK BY PLUMBING CONTRACTOR REDUCED PRESSURE PRINCIPLE DEVICE (RPPD). FIELD CERTIFICATION BY PLUMBING CONTRACTOR. 30 ( *) FIELD CONNECTION WASH CONTROL CABINET ELEVATION DEPTH OF CABINET: 7" (SHOWN WITH DOOR CUTAWAY) 1/2' EMT CONDUIT TO MECHANICAL GAS VALVE DETECTION UNE TO VEINiMTOR BY FEE PROTECTION CONTRACTOR 23.5 9 -I - 16.5 --I CABINET DEPTH: 7.5' FIRE SUPPRESSION SYSTEM ITEM 28 TO SERVE HOOD ITEM 15 101 -30 (CARBON DIOXIDE CARTRIDGE) BY ARE PROTECTION CONTRACTOR Method 1 1/2" EMT CONDUIT TO REMOTE PULL STATION BY FIRE PROTECTION CONTRACTOR WET CHEMICAL LNE TO VENTILATOR BY ARE PROTECTION CONTRACTOR 8.5 MAX. PW_ MANIFOLD = PLENUM WASH MANIFOLD ER_ MANIFOLD = DETRACTOR WASH MANIFOLD DEiECTION UNE TO VENTILATOR BY FIRE PROTECTION CONiRACTOR 23.5 F-- 9 ---} --16.5 - I CABINET DEPTNt 7.5' Method 1 1/2' EMT CONDUIT TO REMOTE PULL STATION BY FEE PROTECTION CONTRACTOR WET CHEMICAL UNE TO VENTILATOR BY ARE PROTECTION CONTRACTOR 23.5 -.) m7 111 It II LI I-- --16.5 -I CABINET DEPTH: 7.5" WASH SOLENOID ASSEMBLY DETECTION UNE TO VENTILATOR BY FIRE PROTECTION CONTRACTOR TYPICAL ANSUL TANK SCHEMATIC (FOR WATER WASH VENTILATOR) MANUAL RESET RELAY MOUNTED ON WALL BY OTHERS 101 -20 (CARBON DIOXIDE CARTRIDGE) BY FIRE PROTECTION CONTRACTOR FIELD WRING BY ELECTRICAL CONTRACTOR Method 2 1/2' EMT CONDUIT TO REMOTE PUU. STATION BY FIRE PROTECTION CONTRACTOR WET CHEMICAL LINE TO VENTILATOR BY FIRE PROTECTION CONTRACTOR 1/2' EMT COFDIAT TO MECHANICAL GAS VALVE 1■ 23.5 16.5 --{ CABINET DEPTH: 7.5' DETECTION UNE TO VENTILATOR BY ARE PROTECTION CONTRACTOR FIRE SUPPRESSION SYSTEM ITEM 53 TO SERVE HOOD ITEM 128 TYPICAL ANSUL TANK SCHEMATIC (FOR WATER WASH VENTILATOR) MANUAL RESET RELAY MOUNTED ON WALL BY OTHERS L- 101 -30 (CARBON DIOXIDE CARTRIDGE) BY FIRE PROTECTION CONTRACTOR Method 2 1/2" EMT CONDUIT TO REMOTE PULL STATION BY ARE PROTECTION CONTRACTOR WET CHEMICAL LINE TO 8.5 VENERATOR CONT BY FRE MAX PROTECTION CONTRACTOR FIELD WIRING BY ELECTRICAL CONTRACTOR 1/2' EMT CONDUIT TO MECHANICAL GAS VALVE DETECTION UNE TO VENTILATOR BY FEE PROTECTION CONTRACTOR 23.5 1.- CABINET DEPTtt 7.5' FIRE SUPPRESSION SYSTEM ITEM 44 TO SERVE HOOD ITEM 93 101 -30 (CARBON DIOXIDE 'RIDGE) BY FIRE PROTECTION CONTRACTOR 101 -20 (CARBON DIOXIDE BY FIRE PROTECTION CONTRACTOR REVIEWED FOR CODE F Ra►VED CE A DEC 07 2012 City of Tukwila BUILDING DIVISION ANSUL R-102-ASEF-1T-5N-8F 53 ANSUL R- 102 - ASEF- 2T- 8N -14F 44 ANSUL R- 102 - ASEF- 2T- 8N -18F 28 GPC- 7000- S2 -LD -TR -1.00 (TRIPLE) 59 ELXC -GBD- BBC- CL -AS -60 128 ELXC - GBD- A -AS -54 DIMENSION TOLERANCE ELXC - GBD- A -AS -66 ± 1/4" (6mm) MODEL # 93 15 ITEM # 12082710 12082709 12082708 12082707 12082705 12082703 12082701 WORK ORDER # INSTALLATION INFORMATION REV DRWN.BY DATE REVISIONS CHECKED BY This plan is made from available information, but measurements are to be verified by contractors, installers and others in connection with this job. Gaylord Industries accepts no responsibility for work done by contractors, installers and others, and will not stand any expense for charges made necessary by local building codes, ordinances, structural conditions or by the substitution or changes in equipment shown in this plan. This plan must be verified and approved by proper parties before fabrication can be started and approval shall not be made unless contractors, installers and others have reviewed applicable codes with code authorities. Reference is made to the general notes, which are a part of these plans and all contractors, installers and others utilizing these plans are advised they are responsible for examining and becoming familiar with said general notes before commencing any work hereunder. Any inconsistencies between these plans and the general notes, or between these plans, the general notes, and local bulding codes or ordinances must be immediately called to the attention of Gaylord Industries in writing so that any such inconsistencies can be resolved. Gaylord Industries must be notified of any changes made to the plan in a dear and conspicuous manner. Gaylord Industries will not be responsible for any incidental or consequential damages incurred by others as a result of contractors, installers and others failure to notify Gaylord of changes to the plan. ATTENTION - This plan is the property of Gaylord Industries and is confidential and proprietary. It is not to be copied, reproduced, or distributed, in whole or part, nor be used in anyway detrimental to Gaylord Industries. If you have received this plan without Gaylord's permission, please (1) do not read it, (ii) reply to the sender that you received the drawing in error, and (Hi) erase and /or destroy the drawing. GAYT 1ORD® INDUSTKIES 10900 S.W. AVERY ST. TUALATIN, OR 97062 TELEPHONE: (503) 691 -2010 TOLL FREE: (800) 547 -9696 FAX NO.: (503) 692 -6048 E -MAIL: gaylord •aylordusa.com DRAWN BY: AH CHECKED BY: ELECT. CHECK: F.P. CHECK: S.E. APPROVAL.: BOEING CAFE BLDG 9 -101 Tukwila, WA DRAIIN G NO.: 12 -0827 DA1E 04 -30 -12 REV.: 01 SHEET NO.: 05 REVISION BY APPROVED DATE SYM REVISION APPROVED 1 CAFETERIA - IFP 12254733 CA BH 06.04.12 CAFETERIA - IFC 12254733 CA BH 06.18.12 - BOE /NG• D' ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. LOEPFE CHECKED B. HALL DATE 06.04.12 06.18.12 SUBTITLE 1 �- a.Ever E. R FOODSERVICE. BAKERY. COMMPSSARY. ANDLANDRY DESIGN N CONSULTING iNFOOCLEVENGERASSOG cOM /0WITl oisms TE SU E2L3 uP.N61' ifNGToN86373 n 3i'8f+.rat; FAXR253841.7es sEdri E.NEW (ORoptouPP5s volt L6UENG sAssoccom EXHAUST HOOD ENGINEERING S3 RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION wHarris Group Inc. Engineering Solutions for a Better Wald 12469.00 ® www.harrisgroup.com CURRENT REVISION 12254733 SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED PROVED FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA SHEET FS2A511 JOB NO. 12254733 COMP NO. DWG NO. 09- 101- FS2A511 .75 -MS -6 EXHAUST DUCT VOL: 685 CFM SIZE: 7.5 x 7.5 ID. S.P.: 0.80' W.G. 5.75 EXH 42 38 1/2" MTG. FLANGE Ili PRE - DRILLED HOLES (0 5/16 ") FUSE LINK INLET CHEMICAL INLET TANK 1 -2N -2F 0 10" OVEN FLUE MIN. OVERHANG PER U.L LISTING IS 2.5" FROM EDGE OF OVEN OPENING TO END OF HOOD. OVEN FLUE 47 0 175 CFM /FT PLAN VIEW DUCT NOZZLE #1w 47 7.5 1 URVED FRONT TSC TSC BOX SHIPPED LOOSE BY GAYLORD. INSTALLED & WIRED IN THE FIELD BY ELECTRICAL CONTRACTOR. *TSC BOX SHALL NOT BE MOUNTED TO EXHAUST HOOD.* GREASE CUP—\; O O 1 PLENUM NOZZLE 41N DECORATIVE -- FASiENERS (TYP) z---1 1/2" MTG. FLANGE r 3.028 OVEN OPENING 1 MT. BAKER 0 WOODSTONE WS -MS -6 O nO J L ELEVATION VIEW 2 (TYP) 19 24 42 (CURVED FRONT) OVEN FLUE 18.5 7.5 1.5 i 23.625 6' -9 1/2" MTG. HT. J 27.25 21.062 12 12 MIN OPTIONAL OVEN EXTENTiON Ir U.L LISTED S/S FILTERS (2) 12Hx2OW 10.75 REASE CUP 1 1/2" MTG. FLANGE I 1 INSTALLER NOTE POSITION SO THIS EDGE IS FLUSH WITH FACE OF OVEN. SECTION VIEW 6' -4 1/2" EQ. HT. VENTILATOR NOTES (NON -WATER WASH) A) VERIFY ALL MAKES AND MODELS OF COOKING EQUIPMENT AND LOCATION IN RELATION TO VENTILATOR PRIOR TO FABRICATION. B) FRONT AND REAR MOUNTING BRACKETS HAVE 00.625" HOLES. BRACKETS TO BE SUPPORTED WITHIN 12' OF EACH END OF EACH SECTION, WITH A MAXIMUM SPAN OF 72" BETWEEN SUPPORTS. C) INTERIOR MOUNTING BRACKET(S) TO BE SUPPORTED WITHIN 36" OF EACH END OF EACH SECTION, WITH A MAXIMUM SPAN OF 72" BETWEEN SUPPORTS. FIRE PROTECTION SYSTEM NOTES ANSUL R- 102 —ASEF VERIFY EXHAUST & SUPPLY FANS A) VERIFY IF THIS HOOD IS EXHAUSTED ON ITS OWN EXHAUST FAN QE. IS IT EXHAUSTED ON A COMMON EXHAUST FAN SHARED WITH OTHER HOODS. B) VERIFY NUMBER OF SUPPLY (MAKE -UP AIR) FANS. VENTILATOR WIRING NOTES (NON- WATER WASH) 0 (4) WIRES AND GROUND, FOR AUTOSTART, BY ELECTRICAL CONTRACTOR. (2) WIRED TO SUPPLY VOLTAGE AND (2) WIRED TO FAN ON /OFF SWITCH BY ELECTRICAL CONTRACTOR. 0 (2) WIRES AND GROUND, FOR AUTOSTART, IN FLEXIBLE CONDUIT, EXTENDING 6' BEYOND END OF VENTILATOR, BY GAYLORD. WIRED TO TSC BOX BY ELECTRICAL CONTRACTOR. VERIFY CEILING CONDITIONS EXACT FLOOR TO STRUCTURAL CEILING AND FLOOR TO FINISH CEILING HEIGHTS MUST BE VERIFIED FOR VENTILATOR DESIGN. INCORRECT HEIGHTS MAY CAUSE THE VENTILATOR TO NOT FIT PROPERLY OR COMPLY WITH CLEARANCES SPECIFIED IN APPLICABLE CODES AND STANDARDS. CAUTION: IF THE FINISHED CEILING IS HIGHER THAN THE TOP OF THE VENTILATOR, ENCLOSURE PANELS MAY BE REQUIRED. FLOOR TO STRUCTURAL CEILING: (VERIFY) FLOOR TO FINISH CEILING: 9' -0" (VERIFY) FP -1) LOCATION OF FIRE PROTECTION NOZZLES MUST BE VERIFIED IN RELATION TO THE COOKING EQUIPMENT, PRIOR TO VENTILATOR FABRICATION. COMPLETE SYSTEM INCLUDING APPLIANCE DROPS AND SURFACE MOUNTED DETECTION BRACKETS, WITH FIELD INSTALLATION BY GAYLORD. ANSUL FIRE SYSTEM FACTORY PRE -PIPED CHEMICAL LINES INCLUDING DUCT, PLENUM AND APPLIANCE DROPS WITH ALL NOZZLES INSTALLED PER COOKING EQUIPMENT ARRANGEMENT ON GAYLORD APPROVED DRAWINGS. ALL EXPOSED CHEMICAL PIPING CHROME PLATED OR CHROME SLEEVED. INCLUDES FACTORY PRE -PIPED DETECTION LINES WITH SURFACE MOUNTED DETECTOR BRACKETS. INSTALLATION BY CERTIFIED FACTORY INSTALLERS. INCLUDES: * TANK(S) AND RELEASE ASSEMBLY(S) * CHEMICAL * DETECTOR CABLE * FUSIBLE LINKS WITH LINKAGE * EXPELLANT GAS CARTRIDGE(S) (PROVIDED BY FIRE PROTECTION INSTALLER) * (1) REMOTE MANUAL PULL STATION * (1) GAS VALVE PER FIRE SYSTEM WITH A MAXIMUM SIZE /2" * (1) MANUAL OF 2 -1 RESET RELAY PER FIRE SYSTEM, IF REQUIRED * PLANS AND PERMITS (ON JOBS INSIDE OF THE UNITED STATES AND NON- MARINE JOBS) * PARTS AND INSTALLATION OF CHEMICAL AND DETECTION LINES FROM TANK(S) TO CONNECTION POINTS ON HOOD * INSTALLATION OF TANKS AND RELATED COMPONENTS * INSTALLATION OF DETECTOR CABLE AND FUSIBLE LINKS * INSTALLATION OF REMOTE MANUAL PULL STATION * JOB SITE REPOSITIONING OF NOZZLES AS PER GAYLORD APPROVED DRAWINGS, IF REQUIRED TO MEET SYSTEM DESIGN REQUIREMENTS * TRIP TEST AND CERTIFICATION (ON JOBS INSIDE OF THE UNITED STATES AND NON- MARINE JOBS) EXCLUDES: * UNION LABOR AND PREVAILING WAGE * INSTALLATION OF GAS VALVE(S) * ELECTRICAL DISCONNECTS * PARTS AND LABOR FOR ANY ELECTRICAL INTERCONNECTIONS * JOB SITE REPOSITIONING OF NOZZLES IF COOKING EQUIPMENT IS NOT INSTALLED PER GAYLORD * PLANS APPROVED AND PERMITS DRAWINGS ON JOBS OUTSIDE OF THE UNITED STATES AND ON MARINE JOBS * TRIP TEST AND CERTIFICATION ON JOBS OUTSIDE OF THE UNITED STATES AND ON MARINE JOBS * HANDHELD FIRE EXTINGUISHER(S) * INSPECTION AND SERVICING * RECESSED ANSUL CABINET(S) REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 7 2012 City of Tukwila BUILDING DIVISION ANSUL R- 102- ASEF -1 T -2N -2F AUTOSTART DIMENSION TOLERANCE SG- BDL- O- WS- 47 -CF -42 ± 1/4" (6mm) MODEL # 30 12082712 12082711 119 12082711 ITEM # WORK ORDER # INSTALLATION INFORMATION MAXIMUM VENTILATOR DIMENSION: (-2" L x 3' -8" W. 2' -3" H TOTAL ESTIMATED HANGING WEIGHT: 251)__ LBS. VENTILATORS MANUFACTURED IN MULTIPLE SECTIONS ARE PROVIDED WITH BOLTS, CUPS, AND ALL NECESSARY HARDWARE FOR RECONNECTING BY THE VENTILATOR INSTALLER. CONTROL AND LIGHTING WIRING ARE PRE -WIRED AND DISCONNECTED FOR SHIPMENT. WIRING MUST BE RECONNECTED BY APPLICABLE TRADES. 01 EC 05 -23 -12 CHANGED TO SINGLE FP SYSTEM, RENUMBERED SHEET REV DRWN.BY DATE REVISIONS CHECKED BY This plan is made from available information, but measurements are to be verified by contractors, installers and others in connection with this job. Gaylord Industries accepts no responsibility for work done by contractors, installers and others, and will not stand any expense for charges made necessary by local building codes, ordinances, structural conditions or by the substitution or changes in equipment shown in this plan. This plan must be verified and approved by proper parties before fabrication can be started and approval shall not be made unless contractors. installers and others have reviewed applicable codes with code authorities. Reference is made to the general notes, which are a part of these plans and all contractors, installers and others utilizing these plans are advised they are responsible for examining and becoming familiar with said general notes before commencing any work hereunder. Any inconsistencies between these plans and the general notes, or between these plans, the general notes, and local building codes or ordinances must be immediately called to the attention of Gaylord Industries in writing so that any such inconsistencies can be resolved. Gaylord Industries must be notified of any changes made to the plan in a clear and conspicuous manner. Gaylord Industries will not be responsible for any incidental or consequential damages incurred by others as a result of contractors, installers and others failure to notify Gaylord of changes to the plan. ATTENTION - This plan is the property of Gaylord Industries and is confidential and proprietary. It is not to be copied, reproduced, or distributed, in whole or part, nor be used in anyway detrimental to Gaylord Industries. If you have received this plan without Gaylord's permission, please (1) do not read it, (ii) reply to the sender that you received the drawing in error, and (iii) erase and /or destroy the drawing. GAYTIO INDUS '1' 10900 S.W. AVERY ST. TUALATIN, OR 97062 -Me ES TELEPHONE: (503) 691 -2010 TOLL FREE: (800) 547 -9696 FAX NO.: (503) 692 -6048 E -MAIL: gaylord©gaylordusa.com DRAWN BY: AH CHECKED BY: ELECT. CHECK: F.P. CHECK: S.E. APPROVAL BOEING CAFE BLDG 9 -101 Tukwila. WA DRAWING NO.: 12 -0827 DATE: 04 -30 -12 REV.: 01 SHEET NO.: 06 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1 2 CAFETERIA - IFP CAFETERIA - IFC 12254733 12254733 CA CA BH BH 06.04.12 06.18.12 Q�BOE /Na' �r- ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. LOEPFE CHECKED B. HALL DATE 06.04.12 06.18.12 cLE MGER 'FOODSERVICE, BAKERY, CCMNISSARY. ANDL?,11MDRY DESIGN 1 CONSULTING 1NF p1040P, y0.4 N004:49373 1 1844.'Bn FAllt44.8414. SEATRE•Nt1YYjmit#PliOl�lE1E5 wWiu R+ssoc. e SUBTITLE EXHAUST HOOD ENGINEERING RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION elHarris Group Inc. CURRENT REVISION 12254733 Engineering Solutions for a Better World 12469.00 ® www.harrisgroup.com SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA SHEET FS2A512 JOB NO. 12254733 COMP NO. DWG NO. 09- 101— FS2A512 GAYLORD AUTOSTART NOTES A) TEMPERATURE SENSING THERMOSTATS (TST) INSTALLED IN HOOD B) "TST" — PRESET TO 90°F AT FACTORY C) IN SOME CLIMATES AND /OR CONDITIONS, IT MAY BE NECESSARY TO ADJUST THE "TST" TEMPERATURE SETTING IN THE FIELD BY OTHERS D) DRY CONTACTS EF1 & EF2, MAY BE WIRED TO 24V TO 220VAC CONTACTS WIRING NOTES E -1) ALL EXTERNAL CONTROL WIRING SHALL BE 12 GAUGE MINIMUM OR AS PER APPLICABLE CODES. E -2) THE HOLDING COILS WITHIN THE MAGNETIC STARTERS MUST MATCH THE SUPPLY VOLTAGE. MAGNETIC STARTERS ARE SUPPLIED BY OTHERS. FIELD WIRING BY OTHERS WIRING BY GAYLORD SUPPLY VOLTAGE [X] 120V [ ] 220V [ ] 50Hz [x] 60Hz L2 -- TSC cR1.1 o- 0 TR1.1 t 11 I I1-1I1IEFTI 111112 1 Hood Item 119 TST N/O DI T1 12 FLEX CONDUIT I IL1ILIEnIEF2I L1 — ✓ *- L FAN ON /OFF SWITCH PROVIDED AND INSTALLED IN FIELD J —BOX BY ELECTRICAL CONTRACTOR Method 1 1/2' EMT CONDUIT TO REMOTE PULL STATION BY FIRE PROTECTION CONTRACTOR WET CHEMICAL UNE TO VENTILATOR BY FIRE PROTECTION CONTRACTOR 23.5 [597] DETECTION UNE TO VENTILATOR BY FIRE PROTECTION CONTRACTOR 16.5 [419] CABINET DEPTH: 7.5' TYPICAL FIRE SYSTEM WIRING DIAGRAM (ANSUL SHOWN) (4) FIRE SYSTEM DUAL MICRO SWITCHES LOCATED IN AUTOMAN. SWITCHES SHOWN IN COCKED POSITION (SYSTEM READY) VOLTAGE FREE N/0 AND N/C CONTACTS FOR INTERCONNECTION TO THE BUILDING ALARM SYSTEM r BROWN RED BLACK N/C � N /0 BROWN RED r 1 BLACK EXHAUST FAN(S), MOTOR, MAGNETIC STARTER SWITCH AND FAN ELECTRICAL SERVICE BY OTHERS. SEE NOTE E -2 SUPPLY FAN(S), MOTOR, MAGNETIC STARTER SWITCH AND FAN ELECTRICAL SERVICE BY OTHERS. SEE NOTE E -2 TYPICAL ANSUL TANK SCHEMATIC (FOR NON- WATER WASH VENTILATOR) MANUAL RESET RELAY MOUNTED ON WALL BY OTHERS 101 -20 (CARBON DIOXIDE CARTRIDGE) BY FIRE PROTECTION CONTRACTOR FlELD WIRING BY ELECTRICAL CONTRACTOR BROWN r J Method 2 1/2" EMT CONDUIT TO REMOTE PULL STATION BY FIRE PROTECTION CONTRACTOR WET CHEMICAL UNE TO VENTILATOR BY FIRE PROTECTION CONTRACTOR 23.5 [597] RED N/C TN /0 BLACK BLACK N/C N/0 BROWN N/C RED N/O TO COOKING ff f EQUIPMENT )1) lj j POWER SUPPLY 120VAC /20 AMP SERVICE FROM BREAKER PANEL L2 • SHUNT TRIP BREAKER WITH COIL CLEARING CONTACTS LOCATED IN ELECTRICAL PANEL, FURNISHED BY OTHERS, INSTALLED BY ELECTRICAL CONTRACTOR. L1. L1 _J Method 1 FOR ELECTRICAL GAS VALVE AND /OR SHUNT TRIP SHUT —OFF AND /OR CONTACTOR SHUTOFF MANUAL RESET RELAY INSTALLED BY ELECTRICAL CONTRACTOR. FURNISHED BY: REFER TO FIRE PROTECTION SYSTEM NOTES. K1a & K1b ARE N/O WHEN K1 IS DE- ENERGIZED K K1 b K1a1 H l L2 --• 120VAC /20 AMP SERVICE FROM BREAKER PANEL 1/2' EMT CONDUIT TO MECHANICAL GAS VALVE DETECTION UNE TO VENTILATOR BY FIRE PROTECTION CONTRACTOR I—.— 16.5 [419] CABINET DEPTH: 7.5' FIRE SUPPRESSION SYSTEM ITEM 30 TO SERVE HOOD ITEM 119 GAS SOLENOID VALVE, N /C. INSTALLED BY PLUMBING CONTRACTOR. FURNISHED BY: REFER TO FIRE PROTECTION SYSTEM NOTES. TO COOKING EQUIPMENT in TTT POWER SUPPLY CONTACTOR COIL, N/O CONTACTS, TO SUIT ELECTRICAL LOAD, FURNISHED BY OTHERS, INSTALLED BY ELECTRICAL CONTRACTOR. Method 2 FOR MECHANICAL GAS VALVE AND ELECTRICAL SHUNT TRIP SHUT -OFF BROWN RED BLACK TO COOKING EQUIPMENT 1) f)t) 101 -20 (CARBON DIOXIDE CARTRIDGE) BY FIRE PROTECTION CONTRACTOR SHUNT TRIP BREAKER WITH COIL CLEARING CONTACTS LOCATED IN ELECTRICAL PANEL, FURNISHED BY OTHERS, INSTALLED BY ELECTRICAL CONTRACTOR. POWER SUPPLY REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 7 2012 City of Tukwila BUILDING DIVISION ANSUL R- 102- ASEF -1 T -2N -2F AUTOSTART DIMENSION TOLERANCE SG- BDL- O- WS- 47 -CF -42 ± 1/4" (6mm) MODEL # 30 12082712 12082711 119 12082711 ITEM # WORK ORDER # INS TALLATIO N INFO RMATIO N 01 EC 05 -23-12 ADDED THIS SHEET REV DRWN.BY DATE REVISIONS _CHECKED BY This plan is made from available information, but measurements are to be verified by contractors, installers and others in connection with this job. Gaylord Industries accepts no responsibility for work done by contractors, installers and others, and will not stand any expense for charges made necessary by local building codes, ordinances, structural conditions or by the substitution or changes in equipment shown in this plan. This plan must be verified and approved by proper parties before fabrication can be started and approval shall not be made unless contractors, installers and others have reviewed applicable codes with code authorities. Reference is made to the general notes, which are a part of these plans and all contractors, installers and others utilizing these plans are advised they are responsible for examining and becoming familiar with said general notes before commencing any work hereunder. Any inconsistencies between these plans and the general notes, or between these plans, the general notes, and local building codes or ordinances must be immediately called to the attention of Gaylord Industries in writing so that any such inconsistencies can be resolved. Gaylord Industries must be notified of any changes made to the plan in a clear and conspicuous manner. Gaylord Industries will not be responsible for any incidental or consequential damages incurred by others as a result of contractors, installers and others failure to notify Gaylord of changes to the plan. ATTENTION - This plan is the property of Gaylord Industries and is confidential and proprietary. It is not to be copied, reproduced, or distributed, in whole or part, nor be used in anyway detrimental to Gaylord Industries. If you have received this plan without Gaylord's permission, please (1) do not read it, (11) reply to the sender that you received the drawing in error, and (iii) erase and /or destroy the drawing. GAYLO INDUS 'l'R 10900 S.W. AVERY ST. TUALATIN, OR 97062 HS TELEPHONE: (503) 691 -2010 TOLL FREE: (800) 547 -9696 FAX NO.: (503) 692 -6048 E -MAIL: gaylord©gaylordusa.com DRAWN BY: EC CHECKED BY: ELECT. CHECK: F.P. CHECK: S.E. APPROVAL BOEING CAFE BLDG 9 -101 Tukwila, WA DRAWING NO.: 12 -0827 DATE: 05 -23 -12 REV.: 01 SHEET NO.: 07 SYM 1 2 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE CAFETERIA - IFP CAFETERIA - IFC 12254733 12254733 CA CA BH BH 06.04.12 06.18.12 �BOE /NG' ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. LOEPFE RE KED B. HALL DAT 06E .04.12 06.18.12 SUBTITLE M [R MENACE, BAKERY. COLLESSARY. _ANDLAUNDRY DESIGN/CONSULTING INfoactoaNt RASSOC- OM Vii/OCIATEI 41 STAVECTE.SU11S2G3 .W SHINGTON9W3 263}8417811 FAX-M6414435 SEAi'ith.NEWYORK *PfR1 8 WWWcLEVENGER SSOC cOM EXHAUST HOOD ENGINEERING RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION GIHarris Group Inc. Engineering Solutions for a Better World ® 12469.00 ® www.harrisgroup.com CURRENT REVISION 12254733 SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA SHEET FS2A513 JOB NO. 12254733 COMP NO. DWG NO. 09- 101- FS2A513 COIL DRAIN LINE DETAIL COIL SPECIFICATIONS UNIT COOLER MODELS: ADT /LET 4 -3/16" 1 -3/4" f/ 1- 15/16" (0 W mWRGY� N�"oo 3 -7/16" WWI REFRIGERATION SCHEDULE OMNI TEMP REFRIGERATION RACK SCHEDULE "A" MULTI .CIRCUITED RACK DATE: 4/9/2012 NOTES: PROJECT NAME: Boeing Bldg. 9-101 REPRESENTATIVE: Schulz Associates LOCATION: Tukwila, WA 1 CONTACT: Jeff Schulz 1 BID BY: Sean 1 1 CONSULTANT: Clevenger Associates ITEM /MODEL OF RACK #171 /OTBL2- AC -H�-0-3 CONTACT: Brent Hall SIZE/WT OF RACK: 72" X 40" X 36" /1,040 Ibs_ COMP PWR VOLT COIL ITEM SYS DESCRIPTION BTU FIX SUC R COMPRESSOR CAP HP WT. PH RLA LRA L1 L2 L3 QTY COIL FAN DEF PH WT. 2 A Walk-in Freezer #1 11.2 -10 -20 404A LAHA -032E -TAC 12.5 3.0 260 208/3 12.8 112.0 14.3 14.3 12.8 1 LETI4OBEK 1,5 11.7 208/1 90 70 B Walk-In Cooler #67 14.2 +35 +25 404A ERCA -021 E TAC 18.3 2.0 200 208/3 8.8 46.0 8.8 8.8 8.8 2 ADTO9OAEK 2.Oea. 115/1 140 167 C Beverage Cooler #164 21.0 +35 +25 404A ERFA -031E -TAC 26.7 3.0 230 208/3 12.4 82.0 12.4 12.4 12.4 2 ADT12OAEK 2.Oea. 115/1 150 Condenser Fan 208/1 2.9 2.9 2.9 Condenser Fan 208/1 2.9 2.9 2.9 LINE AMPS: 38.4 38.4 39.8 380 COIN: 39.8 MIN: 43.4 MAX: 50.0 208 Volt, 3 Phase, 60 Cycle TYPICAL PIPING FOR VERTICAL RISERS PHYSICAL DATA ADT MODEL DIMENSIONS (in ) CONNECTIONS (in.) NCR NO. A B C SUCTION COIL INLET DRAIN ( ) ADTO90 45 -1/2" 33 -1/4" - 7/8" I.D. 1/2" OD 3/4" RAPT 48 ADTI20 45 -1/2' 33 -1/4' - 7/8" I.D. 1/2" OD 3/4' RAPT 51 MODEL DIMENSIONS (INCHES) CONNECTIONS (INCHES) APPROX. T NO. A B C COIL INLET SUCTION EXT. EUWI. DRAIN (LBS,) LET140 61 -1 /Y 49 -1/4 - 1/2' OD 7/8" ID 1/4" OD 3/4 RAPT 62 Warning: Refrigeration installer must have nitrogen flawing through all pipes during all weIdings_ Factory will not pay for any damage in the solenoid or expansion valve caused by scale in the pipe_ ER USTED CONFORMS TO UL STD 1995 ISOMETRIC REFRIGERATION RACK 0 ROOF OR HIGHER LEVEL REFRIGERATION UNE-\ P -TRAP EVERY 151 REFRIGERATION UNIT SECTION VIEW WIRING DIAGRAM 7' -o" CURB 6' -0" RACK 7" �3 -1/2" ELECT. PANEL Fl L_ \__I ai SGNDARD BOLT DOWN BRACKETS (4 TYPICN.) -� ! ■ p �-- ACCESS FOR REFRIG'N. • In 0 TUBING & ELECT. I I0-I 'I _� -MAIN DISCONNECT N u u PLAN VIEW GENERAL NOTES MAIN POWER POINT OF CONNECTION Tiff ELECT. CONTRACTOR h•,. 1 ], =7'.' :AM Cb'.•Z"A T _•1•„ , 7, may: :�� T ,14.2-11 (2) 22 "e FANS (TYPICAL) GENERAL 1. OONIRACWRS SHALL VERIFY ALL CRO N:TONS MD COORDINATE WITH owe TEMP REFRIGERATION. 2. REER TO ALL NOTES ON THIS PLAN. ROUTING OF REFRIGERATION TUBING IS FURNO ED AS A GUIDE. R WILL BE NECESSARY TO COPE WRH CONSTRUCTION cONDIIIONIS 3. ALL CORED HOLES REQUIRED CN JOB ARE 10 BE PROVIDED BY GENERAL CONTRACTOR. 4. ALL CORED HOIESSHM.L BE RREPROOFED AS REQUIRED BY LOCAL CODES BY GENERAL CONTRACTOR. 5. WNW OF 30' CLEARANCE FOR ACCESSIBILITY AROUND COMPRESSOR RACK NEEDED FOR SFRIACEABRRY. I uM OF 36' CLEARANCE N FRONT OF ELECTRICIIt. PANEL 6. AFTER NSTNiAT ON OF RELATION LIES GENERAL CONTRACTOR SHALL SADAFIIL THE PRCH POCKET AS REQ EEO. REFRIGERATION C.C.H ELEVATION 1. ALL COPPER TUBING TO BE REFRIGERANT GRADE TYPE 'L ". JONIS FOR ALL_ M COPPER TUBING SHALL BE SIVFAT TYPE FIRINGS. SUCTION LINES TO BE INSULATED WIM 1/2' WALL PLASTIC I SULPRON FOR COOLERS MD 3/4' WAU. INSUAR :14 FOR FREEZERS. 2. ALL SUCTION LBWS WITH 15FT. OR MORE VERTICAL RISE, ARE TO BE TRAPPED FOR PROPER 011. RETURN. 3. FOS. ( CO soLDEt SHALL NOT PIERO). 4. ALL ROUGH-R4 PIPING SHILL BE PRESSURE TESTED WITH NIROGEN AT 300 PSI (COBS & RACK AT 125 P56. 5. ALL COMPLETED REFRIGERATOR SYSTEMS MUST BE EVACUATED TO 500 MICRONS OR LESS MATH VIAGURM 6. MAW $ MID INSTALL A 6 WAIT PER 1FT. 230V. HEALER PPE Cl WALK -N FREEZER GRAINS. 7. AU. COINS SUPPLIED BY OTHERS MUST HAVE OWANBON warn COMPATIBLE VIIH THE REFRIGERANT USED ON EACH SYSIBL 6. ALL FIELD PIPING sUPPORIS ARE TO FIVE PLASTIC INSULATION BETWEEN GAUPS AND PIPING. NO COPPER TO STEEL CONTACT PERMITTED. 9. OMNI MEW NOT RESPONSIBLE FOR FRa WIRING. FOR SYSTEMS: B & C SECTION VIEW Master / Slave coil piping SUCTION IJNE ELECTRICAL 1. ELECTRIC& CONTRACTOR DMSION 16) IS 10 PROYOE POWER FOR REFRIGERATION RACK AND ALL cOIL& E ECTRICAL CONNECTION FOR RACK CONTROL PANEL MD DEFROST SYSTEMS AS PER THE WIRING oMfR1LI. 2. ELECTRIC./ CONTRACTOR (DIVISION 16) TO PROVIDE 5-WRE CDLAR CODED SERNCE FROM THE TWECLOCKS AT THE REFRIGERATION PACKWE 10 BLOWEt COLS IN TIE : FDOURE FOR AUTOMAILC DEFROST. UPI. THE BLLEPIBNT NDICATES.°THOMASE. 3. ALL E.ECI RICA. WOES MID INSTALLATIONS SHALL BE N ACCORDANCE WITH THE SIRING DIAGRAM AND LOCAL CODES. 4. ELECTRICAL CONTRACTOR (DIVISION 1e) TO PROVIDE ANY DISCONNECT STITCH NEEDED BY LOCI. CODES. 5. FOR F.W.L. I1ELS, THERMOSTAT MD SOLENOID WIRED 10 COL BY FIELD E,ECIRICW4. PLUMBING UOUID UNE TYPICAL WIRING DIAGRAM FOR OFF CYCLE AIR DEFROST. TIME CLOCK 15 MINUTE CYCLE SET AT 12:00 AM & 12:00 PM ELECTRICAL CONTRACTOR TO RUN DIFFERENT COLORED WIRES TO FREEZER COIL & CONNECT, AS SHOWN ON WIRING DIAGRAM. ELECTRICAL SUPPLY WALK -IN FREEZER WALK -IN COOLER BEVERAGE COOLER ROOF PAD Sc GA. G.I. METAL COVER TO BE PROVIDED BY OTHERS MOUNTED AND PRE -WIRED TO SINGLE POINT CONNECTION WITH EVAP FANS. TEE UOUM UNES TUBING SEQUENCE CURB DETAIL T -STAT 1. PLUMBING CONTRACTOR (DIVISOR 15) 10 PROVIDE FWD ACR OR TYPE t COPPER CONDENSATE DRAIN LINES FOR WALK -IN FIELDERS MD REFRIGERATORS PITCH TO BE MINMUM OF 1/2' PER FOOT OF RUN N FREEZERS DWN UNES N FREEZERS MUST Eli INSULATED TO PREVENT FNEEEIG. DRAIN UNES war BE TRAPPED OUTSIDE OF BOX 1O AVOID ENTRANCE OF WRIST AIR. PROVIDE INDIVIDUAL DRNN LIES FOR EACH EVAPORATOR, UNLESS OTHERWISE INDICATED. 2. PLUMBING CONTRACTOR (DMSION 15) 10 VERIFY THE METHOD USED AND LOCATION FOR FODURE DRAMS. WHEN REQUIRED, INSTALLATION OF DRAIN LINES IN WALL SHOULD BE DOE BEFORE THE MALL IS GLOM OFF. BROKEN UNES INDICATE FIELD WIRING BY FIELD ELECTRICIAN CONTRACTOR OFF CYCLE AIR DEFROST TIME CLOCK FOR SYSTEMS' B & C THIS PLAN IS PRIMARILY A GENERAL ARRANGEMENT OF EQUIPMENT FOR THE CONVENIENCE AND MADE AVAILABLE INFORMATION. TO NO. REVISION DATE BY NO. REVISION DATE BY ■ O m n i Te m p !Refrigeration 9 Division of Omniteam, Inc. 9300 Hall Road, Downey, CA. 90241 Phone: (562) 923 -9660 Fax: (562)862 -7466 E -Mail: Cathyb @omniteaminc.com California Contractors License # :471945 B0e1 _ IBIdg ■ 1'3 1 DATE 05 -09 -12 JOB is xxxx SHEET NUMBER: f .,,;;,SIT.._-,. -4 , :,..:- ,,,, .:� e, /i /' BE E THE JOB. LECTRI AL, BUT MEASUREMENTS ARE TO BE VERIFIED ON THE JOB. PLUMBING, ELECTRICAL, ME MEASUREMENTS ENS ARE , AND VENT OUTLETS HAVE BEEN LOCATED AS ACCURATELY AS MODEL DIMENSIONS (in ) CONNECTIONS (in.) NCR NO. A B C SUCTION COIL INLET DRAIN ( ) ADTO90 45 -1/2" 33 -1/4" - 7/8" I.D. 1/2" OD 3/4" RAPT 48 ADTI20 45 -1/2' 33 -1/4' - 7/8" I.D. 1/2" OD 3/4' RAPT 51 MODEL DIMENSIONS (INCHES) CONNECTIONS (INCHES) APPROX. T NO. A B C COIL INLET SUCTION EXT. EUWI. DRAIN (LBS,) LET140 61 -1 /Y 49 -1/4 - 1/2' OD 7/8" ID 1/4" OD 3/4 RAPT 62 Warning: Refrigeration installer must have nitrogen flawing through all pipes during all weIdings_ Factory will not pay for any damage in the solenoid or expansion valve caused by scale in the pipe_ ER USTED CONFORMS TO UL STD 1995 ISOMETRIC REFRIGERATION RACK 0 ROOF OR HIGHER LEVEL REFRIGERATION UNE-\ P -TRAP EVERY 151 REFRIGERATION UNIT SECTION VIEW WIRING DIAGRAM 7' -o" CURB 6' -0" RACK 7" �3 -1/2" ELECT. PANEL Fl L_ \__I ai SGNDARD BOLT DOWN BRACKETS (4 TYPICN.) -� ! ■ p �-- ACCESS FOR REFRIG'N. • In 0 TUBING & ELECT. I I0-I 'I _� -MAIN DISCONNECT N u u PLAN VIEW GENERAL NOTES MAIN POWER POINT OF CONNECTION Tiff ELECT. CONTRACTOR h•,. 1 ], =7'.' :AM Cb'.•Z"A T _•1•„ , 7, may: :�� T ,14.2-11 (2) 22 "e FANS (TYPICAL) GENERAL 1. OONIRACWRS SHALL VERIFY ALL CRO N:TONS MD COORDINATE WITH owe TEMP REFRIGERATION. 2. REER TO ALL NOTES ON THIS PLAN. ROUTING OF REFRIGERATION TUBING IS FURNO ED AS A GUIDE. R WILL BE NECESSARY TO COPE WRH CONSTRUCTION cONDIIIONIS 3. ALL CORED HOLES REQUIRED CN JOB ARE 10 BE PROVIDED BY GENERAL CONTRACTOR. 4. ALL CORED HOIESSHM.L BE RREPROOFED AS REQUIRED BY LOCAL CODES BY GENERAL CONTRACTOR. 5. WNW OF 30' CLEARANCE FOR ACCESSIBILITY AROUND COMPRESSOR RACK NEEDED FOR SFRIACEABRRY. I uM OF 36' CLEARANCE N FRONT OF ELECTRICIIt. PANEL 6. AFTER NSTNiAT ON OF RELATION LIES GENERAL CONTRACTOR SHALL SADAFIIL THE PRCH POCKET AS REQ EEO. REFRIGERATION C.C.H ELEVATION 1. ALL COPPER TUBING TO BE REFRIGERANT GRADE TYPE 'L ". JONIS FOR ALL_ M COPPER TUBING SHALL BE SIVFAT TYPE FIRINGS. SUCTION LINES TO BE INSULATED WIM 1/2' WALL PLASTIC I SULPRON FOR COOLERS MD 3/4' WAU. INSUAR :14 FOR FREEZERS. 2. ALL SUCTION LBWS WITH 15FT. OR MORE VERTICAL RISE, ARE TO BE TRAPPED FOR PROPER 011. RETURN. 3. FOS. ( CO soLDEt SHALL NOT PIERO). 4. ALL ROUGH-R4 PIPING SHILL BE PRESSURE TESTED WITH NIROGEN AT 300 PSI (COBS & RACK AT 125 P56. 5. ALL COMPLETED REFRIGERATOR SYSTEMS MUST BE EVACUATED TO 500 MICRONS OR LESS MATH VIAGURM 6. MAW $ MID INSTALL A 6 WAIT PER 1FT. 230V. HEALER PPE Cl WALK -N FREEZER GRAINS. 7. AU. COINS SUPPLIED BY OTHERS MUST HAVE OWANBON warn COMPATIBLE VIIH THE REFRIGERANT USED ON EACH SYSIBL 6. ALL FIELD PIPING sUPPORIS ARE TO FIVE PLASTIC INSULATION BETWEEN GAUPS AND PIPING. NO COPPER TO STEEL CONTACT PERMITTED. 9. OMNI MEW NOT RESPONSIBLE FOR FRa WIRING. FOR SYSTEMS: B & C SECTION VIEW Master / Slave coil piping SUCTION IJNE ELECTRICAL 1. ELECTRIC& CONTRACTOR DMSION 16) IS 10 PROYOE POWER FOR REFRIGERATION RACK AND ALL cOIL& E ECTRICAL CONNECTION FOR RACK CONTROL PANEL MD DEFROST SYSTEMS AS PER THE WIRING oMfR1LI. 2. ELECTRIC./ CONTRACTOR (DIVISION 16) TO PROVIDE 5-WRE CDLAR CODED SERNCE FROM THE TWECLOCKS AT THE REFRIGERATION PACKWE 10 BLOWEt COLS IN TIE : FDOURE FOR AUTOMAILC DEFROST. UPI. THE BLLEPIBNT NDICATES.°THOMASE. 3. ALL E.ECI RICA. WOES MID INSTALLATIONS SHALL BE N ACCORDANCE WITH THE SIRING DIAGRAM AND LOCAL CODES. 4. ELECTRICAL CONTRACTOR (DIVISION 1e) TO PROVIDE ANY DISCONNECT STITCH NEEDED BY LOCI. CODES. 5. FOR F.W.L. I1ELS, THERMOSTAT MD SOLENOID WIRED 10 COL BY FIELD E,ECIRICW4. PLUMBING UOUID UNE TYPICAL WIRING DIAGRAM FOR OFF CYCLE AIR DEFROST. TIME CLOCK 15 MINUTE CYCLE SET AT 12:00 AM & 12:00 PM ELECTRICAL CONTRACTOR TO RUN DIFFERENT COLORED WIRES TO FREEZER COIL & CONNECT, AS SHOWN ON WIRING DIAGRAM. ELECTRICAL SUPPLY WALK -IN FREEZER WALK -IN COOLER BEVERAGE COOLER ROOF PAD Sc GA. G.I. METAL COVER TO BE PROVIDED BY OTHERS MOUNTED AND PRE -WIRED TO SINGLE POINT CONNECTION WITH EVAP FANS. TEE UOUM UNES TUBING SEQUENCE CURB DETAIL T -STAT 1. PLUMBING CONTRACTOR (DIVISOR 15) 10 PROVIDE FWD ACR OR TYPE t COPPER CONDENSATE DRAIN LINES FOR WALK -IN FIELDERS MD REFRIGERATORS PITCH TO BE MINMUM OF 1/2' PER FOOT OF RUN N FREEZERS DWN UNES N FREEZERS MUST Eli INSULATED TO PREVENT FNEEEIG. DRAIN UNES war BE TRAPPED OUTSIDE OF BOX 1O AVOID ENTRANCE OF WRIST AIR. PROVIDE INDIVIDUAL DRNN LIES FOR EACH EVAPORATOR, UNLESS OTHERWISE INDICATED. 2. PLUMBING CONTRACTOR (DMSION 15) 10 VERIFY THE METHOD USED AND LOCATION FOR FODURE DRAMS. WHEN REQUIRED, INSTALLATION OF DRAIN LINES IN WALL SHOULD BE DOE BEFORE THE MALL IS GLOM OFF. BROKEN UNES INDICATE FIELD WIRING BY FIELD ELECTRICIAN CONTRACTOR OFF CYCLE AIR DEFROST TIME CLOCK FOR SYSTEMS' B & C M s3 RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION cLevenaeR FOODSERVICE, BAKERY, MAMMARY, ARY, AND - LAUNDRY DESIGN /:CONSULTING INFQ#CLEt! +eemsisOGGom irii/OCIATIEY 1•D31pisTAVEGT E. WOE ? 3: PUYAk Ld':WASHINGYCd19E3 3 4631841.814 841.7435. SEANN5•NEWYORK• PHILIPPFIES' WWY7:GLEVENGER4SOC:COM MIHarris Group Inc. Engineering Solutions for a Better 111 I. Engineering Solutions for a Better World® SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1 2 CAFETERIA - IFP CAFETERIA - IFC 12254733 12254733 CA CA BH BH 06.04.12 06.18.12 p ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. LOEPFE DATE 06.04.12 CHECKED B. HALL 06.18.12 SUBTITLE REFRIGERATION ENGINEERING CURRENT REVISION 12254733 SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA SHEET FS2A514 JOB NO. 12254733. COMP NO. DWG NO. 09- 101- FS2A514 THIS PLAN IS PRIMARILY A GENERAL ARRANGEMENT OF EQUIPMENT FOR THE CONVENIENCE AND MADE AVAILABLE INFORMATION. TO NO. REVISION DATE BY NO. REVISION DATE BY ■ O m n i Te m p !Refrigeration 9 Division of Omniteam, Inc. 9300 Hall Road, Downey, CA. 90241 Phone: (562) 923 -9660 Fax: (562)862 -7466 E -Mail: Cathyb @omniteaminc.com California Contractors License # :471945 B0e1 _ IBIdg ■ 1'3 1 DATE 05 -09 -12 JOB is xxxx SHEET NUMBER: f .,,;;,SIT.._-,. -4 , :,..:- ,,,, .:� e, /i /' BE E THE JOB. LECTRI AL, BUT MEASUREMENTS ARE TO BE VERIFIED ON THE JOB. PLUMBING, ELECTRICAL, ME MEASUREMENTS ENS ARE , AND VENT OUTLETS HAVE BEEN LOCATED AS ACCURATELY AS iinAn N. iii ���� iW /O //A. AI % /// •' ! �- SWIM, a .. ••__ �,/ �„- 1 SCALEc o n e R REFRIGERATION, POSSIBLE AND ARE INTENDED 1D SUIT EQUIPMENT TO BE SUPPUED. WE ACCEPT NO RESPONSIBIUTY FOR WORK DONE BY SAID CONTRACTORS AND WILL NOT FOR CHANGES MADE NECESSARY BY LOCAL BUILDING the 17.eeds V fOT/ orMw t i DRAWN Lopez p O 11�ng 1■■■ STAND ANY EXPENSE CODES, ORDINANCES, STRUCTURAL CONDITIONS, OR BY THE SUBSTTRMON OR CHANGES IN EQUIPMENT SHOWN ON THIS PLAN. THIS DRAWING IS THE PROPERTY OF OMNI TEMP REFRIGERATION. IT IS NOT TO BE REPRODUCED OR DISTRIBUTED, EITHER IN WHOLE OR IN PART. �� IR`•' E T�� iJ1 100 liniii/ %%% 1&�1,.dii _aI1 IN u� Iunnn2 TMMIIIIWILI R e f r i g c3 ra .ion P 1 a n Fidel .Ri %arIIRNU T►a1 °IZ "i _tea' &7 CHECKED: "' '� " = " "° ��" "" ,_'#' m•� - -- pv M s3 RECEIVED CITY OF TUKWILA NOV 0 9 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION cLevenaeR FOODSERVICE, BAKERY, MAMMARY, ARY, AND - LAUNDRY DESIGN /:CONSULTING INFQ#CLEt! +eemsisOGGom irii/OCIATIEY 1•D31pisTAVEGT E. WOE ? 3: PUYAk Ld':WASHINGYCd19E3 3 4631841.814 841.7435. SEANN5•NEWYORK• PHILIPPFIES' WWY7:GLEVENGER4SOC:COM MIHarris Group Inc. Engineering Solutions for a Better 111 I. Engineering Solutions for a Better World® SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1 2 CAFETERIA - IFP CAFETERIA - IFC 12254733 12254733 CA CA BH BH 06.04.12 06.18.12 p ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. LOEPFE DATE 06.04.12 CHECKED B. HALL 06.18.12 SUBTITLE REFRIGERATION ENGINEERING CURRENT REVISION 12254733 SYMBOL 2 DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA SHEET FS2A514 JOB NO. 12254733. COMP NO. DWG NO. 09- 101- FS2A514 NOT USED. NEg Di MN I OMNI PIIIMONTO•10MIT■■■••■ =TT lel BALANCIBIG VALVE VALVE NOT '.US NOTE: I. CONDENSATE DIMIN PIPE 10 MATCH AHU CONNECIION SIZE. TRAP TO BE r DEEP AND DRAIN TO ROOF. SCALE: NONE Rai 2 607 NEW BATT g. LAM PACK WIND PIPE AND Tail#WW 24,OA.:0ALV.NIEEALI;IrIORNG 'TERMINATION RING. ADjusr RING TO TA AIO,CLEAROICESI,REC4r4li PER EEMIL SECURE TO STRUCTURAL .TOPPING. REMOVE AS REQUIRED AND VOW: PIPE FOR 015110M .:9F- ROOF SEE PLANS FOR PIPE SIZES. •nd r NEMBRANE ROOM . 2 COLD SUPPLY REVIEWED FOR CODE COMPLIANCE APPROVED DEC 07 2012 3/4r COLD WATER TO TRAP PRIMERS RECEIVED CITY OF TUKWILA OCT 0 4 2012 PERMIT CENTER UED FOR CONSTRUCTION Eggiverig' fir 12469.00 www.horrisgroup.c.om CURRENT REVSON 1 2254733 CAFETERIA - IFP CAFETERIA - IFC SIEMENS 06.04.12 12254733 09-101 M607 0) CO 0 5 0 0 0 0 0 0 0 °G-OBE . DRAIN & VENT CE SOUND OT SEE '`1FF` 1 "I .H R FWD:WIER MAN IFS SEE DWG. 109-101-4429-412 DUAL 4 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 7 2012 City of Tukwila BUILDING DIVISION SCALE: 1 an— ACCEPTABILITY 06.0 8.12 IFC:: 12254733 HI SEL 18.1 142-%- S3 LEGEND STM c STEAM PIPING STEAM CONDENSATE PIPING HWS HEATING WATER SUPPLY HWR HEATING WATER RETURN CMS CHILLED WATER SUPPLY C :R CHILLED WATER RETURN ANCHOR 2 WAY BRACE, FOR DETAILS SEE >c( WAY BRACE, FOR DETAILS SEE REFERENCE DRAWINGS FF DWG. 109-101-4429—M1 SECOND FF DWG. 109-101-4304—M6 FLOOR PLUMBING CONSTRUCTION NOTES TIE IN NEW HWS/HWR LINES INTO VALVES NO SHUTDOWN REQUIRED. RECEIVED CITY OF TUKWILA OCT 0 4 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION Harris Group Inc. MIME fora ONLY PROJECr 06.18.12 124610 HVAC PIPING - SECOND FLOOR PLAN MILE ,MECHANICAL CAFETERIA BUILDING 9 -101.2 COL. —1- 6 ENTEI WA o 1 22547 DATE 06.18:12 2M63 COMP 163 aleoS AJUBA sAemrce - wo 4704 UE DME044C. CHY4S CEIWR NOTE: SEE Stir 2A13 FOR THE ONE REQ'D 2W1-1WS MICROPROGES OR CONTROLLER N THE WALL FOR A UNIT S CHWR 'iLJ INC D FAN/COIL 2 1 a"....mws Lm'i+ ,irommu FOR COIL AND CONDENSATE CONNECTION SEE MIL31111111MMUTAIPLZ 1 2 CH R UP ROBOT NEW OFFICE BUSINESS OCC. 123SF0100 GROSS 2 OCCUPANTS PER TABLE 1004.1.2 NEW OFFICE BUSINESS OCC. 1455F' 100 GROSS 2 OCCUPANTS PER TABLE 1004.1.2 FOR COIL AND CONDENSATE CONNECTION SEE DETAIL OPEN NO C OR SQ - _ e 4481kiallEara.12rA . BOP HWR HWS -0"x61-0" E FOOTAGE 1 1/4" 2 1/2n CHWS & R FROM ROOF (CAPPED) m M M M ■ • W :m s1 1 Ewer Nisi Pm met ma ;mti Now r. NNE Nes mg SECOND FLOOR P_AN €0ALTE: 1/8"=1'-0 rL i53 1.6 111111=1111111115EIF I!'gIglg!MIMII!gi551111111111;ggggg.Iggg. SCALE: 1/8"=1 —0" REVISION BY APPRCNED DAM Di1E A R FRAME CONF. ROOM J 147024-02, KGP IN SPOT COOLER J 575568-00 _WONG RWS 02.01.0 RIA IFP 12254733', HI SEL. 06.04.12 C2 CAFETERIA IFC 12254733 HGI SEL 06.18.12 ACCEPTABILITY THIS DESION AND/OR SPECIFICATION IS APPROVED PROVED BY DCPT. DATE * N K. BUN .4 '4as L. SAWYER ENGINEER L. SAWYER 2.41' D. KLOTZ r- K. T K. RMSEY -PROVED SUBTITLE LEGEND sTm HWS HWR X STEAM PIPING STEAM CONDENSATE PIPING HEATING WATER SUPPLY HEATING WATER RETURN CHILLED WATER SUPPLY CHILLED WATER RETURN ANCHOR GATE VALVE CHECK VALVE 101- BALL VALVE GLOBE VALVE BALANCING VALVE 1 2 WAY BRACE, FOR DE-TAILS SEE 4 WAY BRACE, FOR DETAILS SEE REVIEWED FOR CODE COMPLIANCE APPROVED DEC 07 2012 City of Tukwila BUILDING DIVISION FOR CONTINUATION OF HWS/R PIPING UP, SEE DRAWINGS RFM12 AND RFM13. REFERENCE DRAWINGS CONSTRUCTION NOTES RECEIVED CITY OF TUKWILA OCT 0 4 2012 PERMIT CENTE:r ISSUED FOR CONSTRUCTION NOT USED. Harris Group Inc. Eno* &tits for o iktiar aide REVISION ar ONLY C KMD SEL HVAC PIPING - SECOND FLOOR PLAN 12.21.1 TITLE CAFETERIA BUILDING 9-101 2 MECHANICAL MASTER COL J-N/1 6 DEV. CENTER, WA CURRENT REVISION 12254733 SHEET C2 2M62 DA 06.18.12 OB NO. J#575568-00 COMP NO DWG NO. 9-10t2.-2M62 MATC11L1NE — FOR CONTINUATION SEE RR412 11M ME ME .111111111111 MEM ME IKK MMMM 11111111112 Effil1 ME MIME 1111•111111 ME MIME MEIER SEE WEIMIEN MEM WE IMF MN= MIME KM ME MEM 11111111111 11111111111111.11101111111 MOE =MEE 1/1= MK MMIIIM • MEM MEM NM 41111110111 EMU EOM NE MEE= 11111E11111 la MIMS OM= MI MK/111110111 MAIM EMI • ESEE1.1 BEEEN min • BiliESEI IMMO MI AMMAR WM= um 1111111111® VENT THROUGH ROOF CHILLED WATER SUPPLY CHILLED WATER RETURN VALVE, OPEN/CLOSED LIFT CHECK VALVE PIPE REDUCER A. PIPE INSULATION: SHALL BE :FOAkt GLASS..WITH. • ALUMINUkt:JACKET:.'IN .EXTERIOR. _SPACES AND FIGERGLASS SSL. FOR INTERIOR : SPACES. epos ifilpeA sAemiv - woo iItiuhIiu IEMENE suala MIN EOM JENEENE 116101111 10311111111 1116 11E1 MINE 11•1■E El1 11111iEli 21111111151E1 SEE001 MEE= NM MEM 11/11•11111.1 MOM 111111 MEM 11111111111111111 1112111110 INE MEE. In EN 111111111•11311111i1 1111 11211111111:11111115MEN ME =ME AMIEEEEE IMA MOM AMMAMMI MI MEM AMMOM i MIME MEIMIEN/ 121111111W1111111111111111 MOM EEEEEEEEIE MM IIIIMIIIII MIIIMMIMMIMMK Oitthhttk: 1164tii, HTC Tool' fun. rbteil to 1.666 • „:40H460 mounted an factory curb • • REVIEWED FOR CODE COMPLIANCE APPROVED ::IIII:: Mg IMO Milt KM KM MK MN MI WM NM NNE 11•6 11111111 DEC 07 2012 City of Tukwila BUILDING DIVISION 211111111111111111111111111 111 11 11111111111111111111 in lot MK OM MK AME ABANDONED CWS&R =111111 ma 1111E11111M 0 R RFIA 2 FM13 R14 RFM18 RF 20 Amm 11111 111111 MIMS mi AMEN IMMAMM gag MAIM MUM MAMMA gm MEM wiNg KAMM 0KMAK jas NOME NE MEM !am MAXIMA MOM 'mg 11111M1 pa, MEM . aim MEM MEM no mom : gag MIMI !gm MIME MOM MIK Ism MEM MAIM .1.0 EEEE Gook MIMI Km IMAM Aggi AMMIN MUM :gm MINK Agig MAIM ami MEMO MEM wg /2* CHWS /2" CHWR RFM41 RECEIVED CITY OF TUKVVILA OCT 0 4 2012 PERMIT CENTER KAMMA 1110111 FtEV1SION 1225473 06.04.12 1 MDL RELOCATION J 1000082-00/01 • 12254733 CHILLED WATER UPGRADE ADDENDUM 1 DCA-9-08-021 SOTURA 11.17.08 COMP PIO. NO. usage Conditions Agreement see 0 0 3 (0. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 7 2012 City of Tukwila BUILDING DIVISION FOR PIPING CONNECTIONS TO COIL 1» GAS REGULATOR VENT 4"WATER HEATER VENT SEE DETAIL RFM 1 3 M607 FOR PENETRATIONS 12254733 BY DATE FART IA SCALE: 1 1 ROOF PLAN off ER CAFETERIA — IFC 12254733 MI SEL 06.18.12 EMI IIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIII ME MIIIIII MI 1111111111=1111111 IIIIINIIIMIIIIIIIIIIIIIIIIIIIIIIIMIMIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIII AratErAlig ACCEPTABILITY Vir4 R. PINLA DATE 05 THIS DESIGN AND/OR SPECIFICATION IS APPROvED p. ISCHERNE. ENGNEER 1<. DABLINOO: P. GILLEN 06.01.12 S3 LEGEND GENE RA NOT ES FOR CONTINUATION OF EIWS/R PIPING DN, SEE DRAWING 2M62. 2. FOR COIsITINUATION OF DUCT DN, SEE DRAWING 2M462. CONSTRUCT!C1 NOTES VEDNTS SHALL BE LOCATED NOT LESS FROM ANY AIR INTAKE. 0 RFMr RF RFM12 RFM2 IRFM2 RFM30 R144 RFM34, RFM39 RFM44 R f1FM47 RECEIVED CITY OF TUKWILA OCT 0 4 2612 PERMIT CENT 16' SCALE: 118n= ROOF PLAN HVAC AND PIPING ISSUED FOR CONSTRUCTION .6706479 SalS91-19 for ft &tier 12469.00 www.harrisgroup.corn CURRENT -REVISION 12254733: YMOL 06.18.12 $HZET 05.01,12 CAFETERIA BUILDING 9-1 01.2 COMP NO. ECHANICAL MASTER D.C. 4100082-00/01' DCA-9-08-021, PARAPET WALL !J!if1 •1 1 I iiiiiiiiiii 1!! 1 1 ITI 1 i 111 mai PO NT DRAINS M586 IIIIIIIIIIIIIIIIIII II! %!4.1.11111 1$11111L2 lim WM MB - . l M 1A t I i 77 MwWo ' ti. • VS k 41MI MN zt I , AO . 7 't 4: imi.... .0 NON WI 1 , III ME MI lel 11111 IIIII 1 ...e.- • ..."' :Lt ten tis ma WIN MN INII iiiii MO RNA WI NW ::•,. WM MS ......,!!'. • NM :rill lin 'HIM RF OUTSIDE AR • • INTAKE. FOR AH2K2A RFMI2 M586 46" • RF14112. RFM12 nit RFM12 =1111 IN= ow— so um am WE MI MN OW W WM 111 WO PM WI = NW WI am WW WWI OW WE 1•1 NW INN VW WWI MI 111 MI Wi MN IWO ME UM IIIIM MI =I no WM .WI RIR nit Ent 3.1 WI WI WI WI IMI 31•1 WI WM MI WW iffl Si WI WI WI WW Ell MN MR MI IOW WI 1111 MO WO IN WI 1111 WW WM RN WI MIUMI2 HUM II1011111 1111111111M1111111111HIMMIffill w 21111= UMW REUEF FOR PENETRATION SUPPLY RELIEF AIR 1" HWS/R SERVED FROM BELOW 2" CHWS CHW 40/24 • SUPPLY AIR DN REVISON • AIR FRAME CONF. ROOM 47024-02 MDL RIIOCA1ION CHILLED WATER UPGRADE MA-9-08-021 CHILLED WATER UPGRADE ADDENDUM CHILLED WATER UPGRADE 0 -T. 0 0 0 3 ADDENDUM #2 DCA-9-08-021 COFFMAN COFFMAN ill11111111 1#4. SOTIJPA M. SOTURA DATE 105.01 10.22.08 11.17.08 at:4)7;09 El MI WM CASTER - IFC 12254733 imm ammtiammommuili maimmimommimmimummumil al ammil MATCH LINE - FOR CONTINUATION SEE RFM18 PA OW0i000W REVIEWEETFOR CODE COMPLIANCE APPROVED DEC 07 2012 City of Tukwila BUILDING DIVISION RT I AL ROOF SCALE : 1/8 1 M 1 PLAN £GEND: VTR VENT THROUGH ROOF CHILLED WATER SUPPLY CHILLED WATER RETURN HWS — HEATING WATER SUPPLY ANWARIMPINWWWIMINIMAIRMILMMAAS.," HEATING WATER RETURN VALVE, OPEN CLOSED LIFT CHECK VALVE PIPE REDUCER GENERAL NOTES: PIPE NSULAT1ON SHALL BE FOAM CLASS wrrH ALUMINUM JACKET IN EXTERIOR SPACES AND FIBERGLASS ASJ/SSL FOR INTERIOR SPACES. FOR CONTINUATION OF DUCTS DN, SEE DRAWN( 2M462. 3. FOR CONTINUATION OF HWS/R PIPING DN, SEE RAWNCS 2M62. TIE IN :NEWH 0E51 NTO EXISTING . VALVED TEES. NO SHUT .DOWN REPUIRED. RFM14 RFM15 RFM20 RFM211 RFM26 RFM271. RFM32 RFM341 RFM38 RF10139 RECEIVED CITY OF TUKWILA CCT 0 4 2012 PERMIT CENTER SCALE: lj CAFETERIA - IFP .12254733 .11PPROVED SOL DATE 06.04.12 06.18.12 ACCEPTABILITY SPECIFICATION 1S. APPRIIVED. APPROVED BY DEPT. iiMMEME Ili in. IT 1 DATE 01.05.01 SUBTITLE ROOF :PLAN KVACH AND PIPIK CAFETERIA BUILDING 9-101 MECHANICAL MASTER COL. J-N 1 6 ISSUED FOR CONSTRUCTION CURRENT REVISION 12254733 SYMBOL F2 DATE 06.18.12 JOB NO. DCA 9-08-021 COMP NO. DWG NO. 9-101 RFM12 0 e to 0 0 acl 0 TMR ••" NECK:. C E DIFFUSERS 10)10 250 C711 (TYP 1 LEGEND GENERAL NOTES REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 7 2012 City of Tukwila BUILDING DIVISION DUCT DUCTWOFX TO . ............................... .. ...................._.._....... T:F ZONE 3 CHILLED WAS B210—LF24 us, (PER PREVIOUS REVIN ZONE # WAS; ORIGIN C CONNECT TO CMCS INPUT. MATEY ':..: TEMPERA RE SENSOR: MD PER RON REFERENCE DRAI HENRY. NGS CON STRUCTION NOTES NOT USED M 12-- s.-3 RECEIVED CITY OF TUKWILA OCT 0 4 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION 11 SCALE: 1/ 0' REL. F- Rte. F-22 7 5/1 TO RI 21R6 57582 . uF iEI 21R6 570, 07/ 07: ECI C FEEEI LA IFP CAFETER - IFC 12254733 Ste. ACCEPTABILITY INS DESIGN AND SPECIFICATION IS APPROVED Of INR CREDMk KID SEL HVAC DUCTING MECHANICAL CAFETERIA BUILDING 9 -101 COL. N— B -1 OE $ CENTER, WA KEYPLAN ._..._._ .............___...._.. ...................... OMENTREMON 12254733 T 8.12 DING NO. — 101 —M1 0 0 CD 3 0 3 co 0 EXIT 800 CRVI 24x24 ENFF 120 NEC1<, VANEA)3AL FAN RATED TO 6250 CFM t112 ESP W A 10 /63 460 V, PREMIUM EFIICIENCY MOTOR FOR DC1 DUST COLLECTION SYSTEM SEE DWG. —1 01 —6130D-101-2s EXITWAY , 1,111 J AJJ 1/ ..,„, ,,„„„„„ 11111111111111111111 8 ENNIS PPSwil 111111111111111111111K .4..111111111 VC 3 AIR FLOW MOH TO AWN PANEL ':11111111 131 111111 ItE I -111'11 41' _ II tat ImmuLL1.4,,i uL, MEW NSM 6,101u, sew& vowassiman DI= - is= wiri ; 40' no 24/20 TEMP SENSOR ALARM PANEL 400 24/24 DIF 120 NECK El., 161 ASF "1,74;1 AO, LEGEND REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 7 2012 City of Tukwila BUILDING DIVISION GENERAL OTES CO STRUCTION NOTES NOT USED. * ASBESTOS NOTIFICATION: A good faith army of the work =a has been conducted and asbestos aonbirdng material was not &covered Did would be bivalved In the construction of this inject Do not remoe, damage or &bob any asbestos material adjacent to the area. Please =tact Boeing Facrdies Ddepcsbnent if asbestos =tails material s &staged or dscavtwed that is required to be removed to support work.. 'Ike:10100N .ratosidsi..iliwoost fodjatserit job Q: Assumed -14 iWpos1itye::fcr:qsbostQx;:: :ftooR.,TILEs Xi".4,Xf..*2?Ssf,Z...rfer.O.XifissviZtitx ....S.W.C,X(V.M.TXreiZ.A745;0* 0181-011 • ilea OM "OM MO OM 100 OHO RECEIVED CITY OF TUKWILA OCT 0 4 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION SECOND OOR PLAN SCALE: 1 811=11 161 1111111111=1 11111111011111111101110151 WI 1111111111 Harris Group Inc. r o Mier be* RDASION ie OILY KEY PLAN SOILB NOE 12469,00 RELocATE RAINING CLASS RO F RELOCATE DIFFUSER RELOCATE DIFFUSER PROVIDE AIR TO ARM FRAME =ODOR 4147024-07 i :3M.i ACCEPTABILITY INS DESIGN AND PEOROATION IS 12 5 94 ECOND FLOOR PLAN 110136-00 .1 1 APPRovED BY CAFETEF?lA F-22 P qG 1 0128 F-22 TRAWING CLASS ROOM 771031-02 F-22 PROTO TRAINING CLASSROOM 41000900 8.4.97 1 GENERAL DRAWING UPDATE J2 I CAFETERIA IFC BUILDINGH$101-2 12254733,e- 06.18.12 COL. N—S/1 —6 1 Nc 0 5091 13 Ga56 01-2 mum TEMP. SENSOR TO ALARM PANEL DWG #109-101-2241 E-1 4 200 -66 820 SF STAT I C PRESSURE SENSOR • T-STAT LOCATED. IN RETURN !MI LLE 'DIFFUSER •LANK—OFF ',SECT I ON' .:24/4 EGGCRATE RETURN !OR I LLE 111 • VAV, TERMINAL , EiCLA, rE.NTER .LH114E RAE.: LATERAL OR SEISMIC BRACING NOTES. • • CF:FLEX RUNMITT $ $E. AS p!!iffrI4ER NECK UNLESS .1:101.:CATED . . , • NSTALL EARTAQUAKE TABS ... PE:Ri DIFFUSER) ON ALL FFUSERS.:ANCt ATTACH ''WI TI171 "I2 GA WIRE:: UNIVRUT GRID 4/24 RETUR. •GRILLE WW I IN It V MINN 7:30" OSA, DUCT' T1-.ED: ii6S":,.Tig AH,39.;!!' :-.CLR: 4, . AN I -DUCT HEL.... NOT USED. 111PRITIAMIIIM I NSTALL A •1 30" L TRANS. 20" CLR ELL RA I SE DUCT T 20 ASF W2" DUCT Er, •6 A '6 1OD1 ELEV OF I LL BE L I NED mow 111.5211 si .70744 MN um si asagoi. aro ArA TEMP SENSOR TO ALARM PANEL SEE DWG #1 G9-1 01 —2241 E-1 & 2002 E-66 NEB OFFICE BUSINESS OC 1 23SF0100 2 OCCUP PER TABLE lilt; Grail 16. :4‘41 11111111111MMAtoll g-rmwmfmrezft.-.. 7,72-Ax*27.7.402 3; =1*, ff:',,X,011.7,Mfire4f47/7.A.W.T.4:141S7 AW.4.19X-94.X 5.1V9X7,37:=•,9X&Z`2 ?..ir*X.4,XW2,711rAg,MVX,1'.47.,M=5,2,2"1.57MST,Z=492:4 21'&1,4=.4Sf.X4VADWZY REVIEWED FOR CODE COMPLIANCE APPROVED DEC 07 2012 tavola RECEIVED CITY OF 'TUKWILA OCT 0 4 2012 PERMIT CENTER NMI -. 111111M E CONF :0Q . PROVIDE TO Aft FRAM E 14 ACCEPTABILITY THIS DESRM .N4D OR SR:MUMMER .Jfl DIAV H1 12254733 06:04.12 By SUBTITLE HVAC DUCTING c E F-22 CLASS FEARROICE DIFFUSER 771 8497 12254733 44110136-00 DW 8.4.97 .•:CAFErERIA:: • BUILD RSON 12254733 SHEET 2 H2 06.18.12 46410 ... PRCMI3E TWO OFFICES F-22 8.7.04 ECHANI L ER COL J —N/1 —6 11.43 Turlr I inir 144 DEV. CENTE, DWG NO 460530414 • COW NO 1 0. sir o 0 0 0 90S 4U9We SYMBOL GENERAL DESCRIPTION PIPE SYMBOL NEW 'WORD EXISTING WORK . ISTNC TO BE RE A HIDDEN OR BELOW GRADE IN DENT PNEUMATIC` SIGNAL CON CROSSING LINES, NO CONNECTION NECTING LINE` EQUIPMENT AIR D CF- 0ENTIFI TI( DESCRIPTION COMPRESSED; R, PINT ARGON GAS CID E .CONIDEN ATE WNW F A t CHEMICAL DRAIN MARK NUMBER CENTRIFUGAL PUMP .CLG 1P PE DOUBLE : I 'H. G :.PUMP: CHEMICAL L FEED CHILLED WATER RETURN CHILD! WATER SUPPLY CLEAR WATER DRAIN COOLING WATER RETURN: FIFE IDENTIFICATION SYMBOL DESCRIPTION CONDENSATE ,PUIPEL RETURN PW PROCESS WATER DISCHARGE RUG -.... HOT` GAS RL. UQUID REFRIGERANT SUCTION �..: RWL- RAIN WATER LEADER SPRINKLER FINE IT GRADE OR :FLOOR. INSULATED PIPE 1NSU.LA PIPE WITH ELE C. HEAT _ TRACING. POINT O NECTION COOLING WATER IPPL'` CORROSION RESISTANT VENT ON RE . DF DESCRIPTION IN DR KINC FOUNTAIN EINC ELECTRIC WATER COOLER _ _ DI COOLING TOWER FILTER RETURN. E COOLING TOWER FILTH SUPPLY CCILING TOVVER WATER RETI.JRN;. COOLING TOWER WATER SUPPLY 001 C COLD WATER• DEIDNIED WATER SIT W ASTE BELL GRADE OR FLOOR SOLVENT STORM 1 DRAIN ABOVE GRADE OR FLOOR DRAIN C B E L GRADE OR FLOOR C R- -- P::.�O C C . 'TEMPORARY RTE COATIN REMOVAL TEMPERED WATER VENT H ELECTRIC INATER COOLER FOR HANDICAPPED ED WATER EOL FIRE LINE, I OF I VAS:\ AV• LAVATORY) RECT ANGULAR COUNTER OR AL MOUNT EL ,OIL RETURN EYYF EYE WASH FOUNTAIN LI ss SEFtUIa SINK WALL HUNG:- FOB . FUEL OIL SUPPLY FUE[ OIL VENT Q SS SERVICE SINK, FLOOR MOUNT ,.�RD OF ROOF . DRAIN OVERFLOW DRAIN ROOF) GREASE WASTE FLOOR DRAIN DC R US WAsTE DOUBLE CONTAIN Gti,SEOUS NITROGEN —D- HUNG HPR REFRIGERANT HOT GAS DISCHARGE CONDENSATE RETURN (PRESSURE RE FISH VALE HUNG p PREP SUP 1LY H ICH 1:25-250 �' SE F LLSH VALVE: CIRCULAR WASH FOLNTAI J FLOOR MOUNT — HP4�J SEMI–CIRCULAR WASH FOUNTAIN .H AND EYE WASH H HOT:" PROCESS 'CATER HOT PROCESS WATER CIRCULATING DOMESTIC HOT WATER SUPPLY •FEE •.••..: RIPTIN PIPING MATERik. •CHANGE, J `TO SCREWED FITTING OR AS SPECIFIC AGED RUING ELD. ED DER FITTING MiNc .P t OT L.L IO SOLVEIff CEMENT GROOVED COUPLING: BUSHING PIPE TEE, S TRAIGHT PIPE TEE, OUTLET UP OR TOWARD PE TEE, OUTLET DOWN OR AWAY PIPE UNION PIPE CROSS DOMESTIC HOT WAS 'CIRCULrATINO R SHE - MU— SUPPLY HUMIDIFIER E UP H. METER � WASTE TT FITTINGS _ DESCRIPTION WAS RECEPTOR, .ROOF INSTRUMENT AIR 10 ID INDIRECT DRAIN INDUSTRIAL FUNNEL FLOOR . N Fug FUNNEL DRAIN INDUSTRIAL INDUSTRIAL ITAINR T TRENCH DRAIN I• •CO EOO CLEAN OUT, EXPOSED CLEAN OUT, FLOOR CLEAN OUT WALL LATERAL SHON+�{ W �C '44fiT 1/4 BEND — OF - - PC INDUSTRIAL ASTE DOUBLE COI'TAINRl INDUSTRIAL WIG CONTAINMENT VENT LIQUID NITROGEN LOW PRESSURE CONDENSATE PIPE ELBA 0 LONE RADIUS PIPE ELBOW, REDUCING' PIPE ELBOW,' PIPE ELBOW TURNED UP OR TOWARD PILE ELBOW, TURNED DOWN OR AWAY PIPE CAP SCREWED OR SOLDER JOINT PIPE CAP, WELDED OR GROOVED BLIND FLANGE PIPE: PLUG! I REDUCING PIPE SCE STS SUPPLY (LOW PRESS, -1 P JG STEAM SUPPLY, CVERFLOw DRAIN.. iLUt PRESS, 125 PSICw - PCWS- PUMPED CONDENSATE PROCESS COOLING WAS SOURCE PROCESS COOLING WATER RETURN PIPE REDUCER CONCENTRIC PIPE; REDUCER ECCENTRIC PIPE ANCHOR PIPE' +1.. R SEISMIC HANGER SPRING HANGER PIPE GUIDE PIPE: SUPPORT PIPING FITTII DESCR FION r.� FLEXIBLE PIPE CONNECTION PIPING SPECIALTIES DESCRIPTION AIR. DROP, SIMPLEX DUPLEX UNION,; SCR EWED: SE BIBB IN "'FREEZE HOSE BIBD' E IN PIPE DIRECTION OF FLT; DIRECTION F SLOPES N; SYMBOL FILM .S.E1LTIE: � F r DESCRIPTION 'ALE, OPEN ` CLOSE . VALVE, OUTSIDE SCREE AND YOKE: VE wrrH HOSE CONNECTION :::LL VALVE, OPEN CLOSED : GLOBE VALVE, OPEN . : CLOSED ANGLE GLOBE VALVE ELEVATION PLAN BUTTERFLY '. NC) NOR Y I BUTTERFLY CONTROL 'VALVE SWING CHECK VALVE WITH FLOW PRESSURE REGULATING VALVE PRESSURE RE REGULATING VALVE 'A EX T. PRA TAP PRESSURE REGULATING VALVE (SELF CONTAINED) D) PRESSURE RELIEF VALVE SIB VALVE MOTOR OPERATED VALVE OPERATED : SOLENOID ETED VALE IEEPLE VkVE BALANCE VALVE WITH METERING PORTS BALANCE VALVE WAY :CONTROL VALVE 1/PNEUMATIC ACTUATOR' ..AL -.::N .: SAY :CONTROL VALVE P EU�T1C BATOR; PETCOCK PLUG EVE ` SI"OI` COCK . 1— AT VALVE IUICK OPENING VALVE' QUICK ;CLOSING VALVE, FUSIBLE. PLUG VALVE STOP COCK' NI( V. I AI.� N RISER E SPEC. 1ED _ ;tFTED WOE METER, VENTURI TYPE FLOW METER ORIFICE. IN VALVE) AV HEATING DOLL COOLING COIL CHILLED :D MATER! AUTOTIC A[R VENT : KITH DRAIN MAN UAL AIR VEI PRESSURE GAUGE WITH VALVE r ETER LINE MC ERMOMETER, SEPARABLE WELL MOB TEST PLUG' AIR – HARD PIPE, SIMPLEX DUPLEX PETE'S PLUG WITH BALL VALVE BACKFLOW PREVENTER VALVE AUTOMATIC FLT coma TRAP, , FLOAT SEAL PRIMER VALVE VACUUM DROP SLAB VAC VACUUM OUTLET VAC) HARD PIPED; VACUUM CLEANING O NITROGEN OUTLET. NITIKIGEN DROP LIQUID NITROGEN DROP WATER MER ARRESTOR FLTER PULSATION DAMPENER FIRE PROTE S T ICJ OL, DESCRIPTION SPRINKLER MEAD,; UPRIGHT, NEW SPRINKLER HEAD, PENDENT, IN LINE, NEW SPRINKLER R PIEAD PENDENT, OFFSET, NE ` SPRINKLER HEAD, SIDEWALL, PENDENT, NEW SPRINKLER HEAD, _SIDE4ALL, UPRIGHT, NEW SP INI LER HEAD.; DRY. PENDENT SPRINKLER :HEAD; ► D UNDER EXISTING SPRINKLER HEADS REM N) EXISTING SPRINKLER HEADS REMOVE) FIRE HOSE CABINET FIRE DEPARTMENT CONNECTION, ''ALL TYPE. FIRE DEPARTMENT CONNE ,:. ON YARD TYPE: FIRE DEPARTMENT CONNECTION, FLUSH FIRE HYDRANT LOSE ouitEr : FIRE HYDRANT -- 2 HOSE OUTLET AID PUMPER CONNECTION K. SPRINKLER RISER W OT-.: TER MOTOR GONG C O B DRY PIPE VALVE: LV ALARM VALVE, WET MONITOR SWITCH FLOW SWITCH GC GROOVED COUPLING, GROOVED CAP THRUST BLOCK POST INDICATOR VALVE, YARD. WALL INDICATOR VALVE, PLAN ° ELEVATION ILO1 SYSTEM ;AUTOMATIC DISCHARGE STATION T ALON SYSTEM • MANUAL DISCHARGE STATION WAY EARTHQUAKE: :BRACING 4 WAY EARTHQUAKE BRING! WELDING SYMBOL D N ROOT OPENING DEPTH OF FILLING FOR PLUG AND SLOT WELDS EFFECTIVE THROAT SIZE OR STRENGTH FOR CERTAIN S'- ROOVE ANGLE, INCLUDED. ANGLE. OF COUNTERSINK FOR PLUG WELD PITCH (CENTER TO CENTER SPACING OF WELDS ROW CONNECTING ECTING EFERENCE LINE TO OR O ARRC� SIDE R ARROW SIDE MEMBER OF JOINT WELD ALL AROUND REFERENCE LINE NUMBER OF SPOT OR PROJECTION WELDS c WELD SYMBOL ............. OR DETAIL RED TAIL WHEN REFERENCE IS NOT USED :SPECIFICATIONS, PROCESS OR OTHER RE FERENCE aftcK wELD . FILLET WELD PLUG! OR SLOT WELD • DEC 0 7 2012 r1Eo FiEVUVE FQR UDE COMPLIANCE APPROVED City of Tukwila BUILD. t N G DIVISION V IS I O N SYMBOL DESCRIPTION ANALOG INPUT EI4 D CONTROLS . : DI I DIGITAL. INPUT DO DIG 0 U TEMPERATURE CONTROL AIR SOURCE PIPING .EEL [ ABBE TINS CAFETERIA BIJILDING'09-101 M(>1 s3 RECEIVED CITY OF TUKWIL,r_ OCT 042012 PERMIT CENTER LSS Ea.R I -p NTRU TI N Hams Group i `t.: ,hanisgroupitorn Rai 125147 11254733 OT -M'I 8.12 DESCRIPTION DESCRIPTION DESCRIPTION SUGGESTED ABBREVIATIONS BREVIAMON RECTANGULAR DUCT, FIRST NUMBER INDICATES SIZE FOR SIDE SHOWN DUCT SHOWN 04 SECTION, ARROW POINTS TO SIDE CALLED OUT FIRST THERMOSTAT IREMOTE, CEILING A AAV AD TEMPERATURE TRANSMITTER KUMMAT CEIUNG OVAL •DUCT, FIRST NUMBER INDICATES TWOR DIAMETER, 'SECOND NUMBER INDICATES MINOR METER SUPPLY AIR E••CT, SQUARE OR FLEXIETLE DUCT HANDSWITCH RECTANGULAR 3 • FACING TOWARDS DUCT TYPE SMOKE DETECT SIDEWALL SUPPLY AIR DIFFUSER, GRILLE OR REGISTER AND CFM AIR FLOW EXHAUST, RETURN :OR SUPPLY- AR DUCT ROUNEI ELBOW- FACING TOWARDS CT T HEAT DEC STATIC PRESSURE REGULATOR TEMPERATURE SENSOR, ::Dfly SENSOR, DUCT MOUNTED IDtHAUST AIR OR RETURN AR DUCT, FACING MAROS SUPPLY OUTLET, CEILING TYPE, DIFFUSER OR GRILLE, SQUARE OR RECTANGULAR AND :CFM AIR FLOW (4 TYP) SPACE TEMPERATURE SENSOR EXHAUST AIR OR RETURN MR DUCT, SQUARE OR RECTANGULAR, ELBOW • FACING AWAY 400 : .CFM TIWITSMON RECTANGULAR TO RECTANGULAR, ROUND TO ROUND OR OVAL TO (NAL THERMOSTAT, CEJUNG 100 tfl MEM .DIFFIJSER:Aw:CFM:.-AIR FLOW: (SEE NOTE:4) RETURN/EXHAUST REGISTER OR GRILLE, CEILING DUCT TYPE AND CFM AIR FLOW RETURN/RELIEF GRILLE, CEILING NON-DUCTED UNIT HEATER UNED DUCT PARALLEL E DAMPER VOLUTE DAMPER DUCT DAMPER, MOTOR OPERATED (ELECTRIC OR PNEUMATIC) BAcK DRAFr DAMPER (ALLOWS FLOW IN DIRECTION OF ARROW) Ut4D OUCT WflH AXLAL 'OW EAR:. NTRIFUGAL FAN SUPPLY AIR FLOW DIRECTION RETURN, OUTSIDE OR EXHAUST AIR FLOW DIRECTION 21_ FIRE/SMOKE NAPER (2 HOUR) Blom MOTOR BHP :=11 BOP BOS BTU STITH BW CV .CAP: CCW CFM CH c„, CONN CPLG CPU CRU CW CWP DA DB DBD DIA, 0 DIS DIR DN Ds DWG. EA EAG: EAT .EFF ELL E104, :EL ESP' .eV .. EWT DM EXT.: r FD .ECO' FH FO FOB' FOF fgjp. FOT FPM, FS :FT FUD FV GAL GPM :GALV GA HC HOTRIZ HP 14PC HR HVAC NFU HTG HVir TE IGV IN IINC KW KVA DESCRIPTION AUTOMATIC AIR VENT ACCESS DOOR LAR DOWN DISCHARGE AIR FOIL WHEEL AWE FINISHED FLOOR AIR HANDLING UNIT ACCIESS PANEL ANGULAR UP DISCHARGE AVERAGE BACKWARD INCLITeD WHEEL BACK DRAFT DAMPER BACKFLOW PREVENTER TTIOM HORIZONTAL DISCHARGE BRAKE HORSE POWER BOTTOM OF DUCT ITOM OF ME ROM- OF STEEL BRITISH THERMAL UNIT .7 1 BRTISH' THERMAL :UNIT PER HOUR. ITUTTWELD COMMON 1popTAtg VOLUME KM( CM:VIE. TEMPERATuRr DECREES :CELSftJS wort COOLING : COIL COLIKER1:!IPLOWISE: ROTATION IQ PER PER MINUTE: CACIPY" HOOD AST IRON CENTER UNE icoNNEnott ICONDENSATE PUMP UNIT COMPUTER ROOM .COOIJNO .UNIT CLOCKWISE ROTATION, COLD WATER(DOMESTIC) CHILLED: WATER POMP 101.RECT .1C11NO. :DRY i BULB.' TEMPERATURE DOWN BLAST DISCHARGE DIAMETER:: DEKINIZED WATER: :SUPPLY' DP0142E0 yi,ATER:RETuRN DON DOWNSPOUT DRAWING DEC113IELS EXTOWST AIR / EACH EXHAUST AIR GRILLE ENTER AIR • TEMPERATURE (T) EFFICIENCY ELBOW •ELEVATION WERRA. STATIC PRESSURE EVAPORATOR ENTERING WATER TEMPERATURE EXHAUST EXISTING EXTERIOR / EXTERNAL. • ALTS TEMPERATURE - DEGREES FAHRENHEIT FORWARD CURVE WHEEL FLOOR CLEAN OUT ARE DAMPER FUME ROOD FLOOR FAIL OPEN FLAT ON BOTTOM FACE OF FLANGE FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FLAT ON TOP FEET PER MINUTE FLOW SWITCH FEET RAINEL DRAIN FACE VELOCITY (FPM) GALLONS GALLONS PER MINUTE GALVANIZED GAGE, GAUGE HEATING COIL HEAID - FEET OF ATM HORIZONTAL HORSEPOWER HIGH PRESSURE CONDENSATE HOUR HEATING, VENTILATING MD AIR CONDMOMNG HEAT PUMP UNIT HEATING DOMESTIC 'HOT WATER INSIDE DIAMETER WERT ELEVATION INLET GUIDE VANE INCHES INDUSTRIAL WASTE CONTAINMENT KILOWATT EILOVOLT-AMPERE • SUGGESTED- ABBREV AT ONS ABBREVIATION DESCRIPTION IAT LBS, LWT MAX TAB1-1 MCC MIN MOV MTD, WIG NC NIC NO NTE NTS NPSH OF muer OD PBD PO/ 44 POI POS PRESS PRV PS PSIG PSV PDC PDS RA RECT REF RM ROT RPM REQD RTN 5 SA SAG SAR SCFM SD SHC SHF SO sov SP SRV SS SW SUCT SV TT MH TEMP TH THC THD THRD TOD TOP TP TRY TS TSP TYP LIBD 1111 V VAV VSD VI) VP VERT VTA VTR NG AIR TEMPERATURE e POUNDS LEAVING WATER TEMPERATURE (F. MIXED AR MAXIMUM HEAT wort 10oo sTuH) MOTOR CONTROL CENTER MINIMUM MOOR OPERATED VALVE MOUNTED, MOUNTING NORMALLY CLOSED NOT IN COIMACT NORMALLY OPEN 1 NUMBER NOT TO EXCEED NOT TO SCALE NET POSMVE SUCTION HEAD OUTSIDE AIR OPPOSED BLADE DAIAPER OVERFLOW OUTSIDE SCREW AND YOKE OUTSIDE DIAMETER PARALLEL BLADE DAMPER PRESSURE DROP OR in ENTtAL PREStRE PLBG. & MIRAGE INSTITUTE POSMON PRESSURE PRSSURE REGULATING VALVE PRESSURE SWITCH PRESSURE - POUNDS PER SQUARE INCH, GAUGE PRESSURE RELIEF (SAFETY) VALVE PRESSURE DIFFERENTIAL CONTROL PRESSURE DIFFERERMAL SWITCH REVERS .. POLLIER).1 RETURWAIR: RECTAXOULAR: E.REFERETICE; RELATIVE :HUMIDITY ROOM ROTATON REVOLUTIONS': PER MNUTE REQUIRED' RETURN suPpiy:nR,:souso ,-ATFEHvATQR wppLy,,NR:::cfoLa: SUPPLY AR::::REaisTER! cueic:- FEET OF AIR, AT STANDARD CONDMONS SENSIBLE HEAT .cAFAcIrt :SENSIBLE HEAT :.FACTOR SCREENED OPENING. SOLENOID OPERATED -, VALVE STATIC PRESSURE SAFtrr Rp4Er "vApp 47TAIHLE$$:: SOCKET WELD 0.4crigm SARTY RELIEF VALVE TEMPERATURE TRANSMflIER TX. DYNAMIC HEAD (FEET OF WATER) TEMPERATLIRE. TOTAL HEAD (FEET' OF WATER) TOT& HEAT CAPICffY TOP HORIZONTAL IDSCKARGE THREADED TOP OF IDU er MP OF $TEEL TOP OF PIPE MTAL PRESURE, TRAP PRiMER TRAP PRIMER VALVE TEMPERATI.IRE SWITCH TOTAL STATIC PRESSURE TURNING VANE TYPICAL UP BLAST DISCHMM UNIT HEATER VENT VARIABLE AR VOLUME VARIABLE SPEED DRIVE VOLUME DAMPER vaDerrY PRESSURE VERTICAL VENT TO ATMOSPHERE VENT THROUGH ROOF WET BULB 'TEMPERATURE- :vATER .GAUGE .:(HcHp: OF 'w.ATER) WALL ,CLEAN :OUT WATER .HAM.MER,MRIESTOR: GENEAL NOTES:: Et. DESIGNATES: 'EQUIPMENT HAPPEARING' :ON ( :) .:: :, : SEE: M2 Fs* ETIMRIPTICIN MECHANICAL EQUIPMENT i:SCHEDUIES 2. DIFFUSERS: :WMIOUT„ARROWS TO :INDICATE: :AR: ,.FLOIN DIREPTION:.ARE FOR FLQW IN ALL opEcTIoNsE :(Ttm- DIRECTJONS f9R 1-4HpR: pmsERs).-ARRow ARE USED TO molcATE DESIRED AIR: FLOW -DIRECTIONS IN OTHER :CASES. ALL MAIMS, EQUIPMENT AND INSTALLATIONS SFIALL CONPORM TO PROJECT #12281.00 SPECIFICATMS 4. HOC DUCT SHALL BE SEAI.ED PER THE REQUIREMENTS OF THE WSNREC AND SPECIFICATION 15 DUCT INSULATION SHALL BE SPECIFICATION 15290. AIR WRONG SHALL M. SPECIFICATION 15990. PER THE REQUIREMENTS OF THE 1 WSNREC AND THE REOVIRDOENTS OF THE WSNREC AND 7. MECFWAL COMMISSIONING SHALL BE PER 111E REQUIREMENTS OF TH WSNREC SPECIROATION 15990. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 07 2012 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWIL4 GOT 0 4 212 PERMIT CENTER sY REVSON ar APPRINE0 TE SY BY CAFETERIA - IFP CAFETERIA IFC •• 12254733 12254733 SEL ACCEPTABIUTY TRIS DESIGN AND/OR SPECIFIC/MN IS APPMED APPROVED SU INAC - LEGENDS ABBREV TONS 1 ISSUED FOR CONSTRUCTION 1 Harris Group Inc. III 2254733 Sittirkos lir a Met NW* 12469.00 www.honisgroup.corn TE 0618.12 ENGINEER CAFETERIA BUILDING 09-101 MECiANiCAL MASTER DEV. • CENTER, WA Jos •NO. •12254733 DWG NO OCIOR NO •