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HomeMy WebLinkAboutPermit M18-0033 - COSTCO - FOOD COURTCOSTCO FOOD COURT 400 COSTCO DR MI 8-0033 Parcel No: Address: 0 City of Tukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: htto://www.TukwilaWA.gov MECHANICAL PERMIT 3523049089 Permit Number: M18-0033 400 COSTCO DR Project Name: COSTCO - FOOD COURT Issue Date: 3/28/2018 Permit Expires On: 9/24/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: COSTCO WHOLESALE CORPORATIO 999 LAKE DR PROPERTY TAX DEPT 006, ISSAQUAH, WA, 98027 BRYAN SANDQUIST 5102 20TH ST E, STE 102 , FIFE, WA, 98424 REFRIGERATION UNLIMITED INC (CONST) 5102 20TH ST E - SUITE 102 , FIFE, WA, 98424 REFRIUI011KS Phone: (253) 341-8402 Phone: (253) 474-3100 Expiration Date: 10/20/2018 DESCRIPTION OF WORK: NEW CUSTOM COOLER WALK-IN , COILS AND CONDENSING UNITS. REPLACE EXISTING PIZZA OVEN HOOD AND EXHAUST FAN. REPLACE EXISTING HVAC UNIT. NEW DUCTLESS SPLIT SYSTEM. Valuation of Work: $90,000.00 Type of Work: REPLACEMENT Fuel type: GAS Fees Collected: $1,376.40 Electrical Service Provided by: PUGET SOUND ENERGY Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Permit Center Authorized Signature: [Ay Date:—?)' V'��J hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit an 4 gggee, b the conditions attached to this permit. Signature: Print Name: z+, ,A‘f-er,v7 Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: Readily accessible access to roof mounted equipment is required. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: 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). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: 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. 9: ***MECHANICAL PERMIT CONDITIONS*** 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 13: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 14: The attached set of mechanical plans have been reviewed by The Tukwila Fire Marshals Office and are acceptable with the following concerns: 0 0 27: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4)(EXTEND SPRINKLER PROTECTION TO THE WALK-IN COOLER) 26: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 25: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 15: 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 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) 16: 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. 17: Local U.L. central station supervision is required. (City Ordinance #2437) 18: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 19: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 20: 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 904.12.5) 21: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 FIRE FINAL 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL 0710 TYPE 1 HOOD AND DUCT CITY OF TUKWI Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. WV ``V Ori✓ Project No. Date Application Accepted: Date Application Expires: 1/41 ICC (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION WOO 5 b, Site Address: LIP 0 copciob C. King Co Assessor's Tax No.: Suite Number: Floor: Tenant Name:fb06\ t C�5'�C#5.1"44'� C�U� New Tenant: 0 Yes le No PROPERTY OWNER Name: 5, Y 5, y44 54ii4J r 54_ Address: 9A02.20' cif- i S i.e. %D �.. Name: Phone: 15.3 —3 y/_$99 z Fax: Email: b$ce 41V fslf Q rci - r pt -C . Cd Pt Address: City: State: Zip: CONTACT PERSON — person receiving all project communication Name: 5, Y 5, y44 54ii4J r 54_ Address: 9A02.20' cif- i S i.e. %D �.. City: F State: of. Zip: 9n yzy Phone: 15.3 —3 y/_$99 z Fax: Email: b$ce 41V fslf Q rci - r pt -C . Cd Pt MECHANICAL CONTRACTOR INFORMATION Company Name: 7411750,17 pr (%rt4. /kJ it.G Address: 5/02 i#14 se. E sk. /O L City: F A. State: WA Zip:98t zq Phone:2,3 _3 y/ $yg y Fax: Contr Reg No.: geko Dn 145 Exp Date: Tukwila Business License No.: Valuation of project (contractor's bid price): $ ��t aeo Describe the scope of work in detail: Nek9 C0111:904 cookr tila/l' -10 GB,/5 CO't o il,. pLr/Q eyif/tN rZZ411 61 1/04 40041 4 0 P/f1s4ofo� At h tla'G efri1�riy ,9f/i Use: Residential: New 0 Replacement ❑ Commercial: New ❑ Replacement Fuel Type: Electric 0 Gas Other: H:\Applications\Forms-Applications On Line\2016 Applcations\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 hh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Residential, Nighttime Furnace >100k btu Industrial Floor furnace 55 dB(A) Suspended/wall/floor mounted heater 57 dB(A) Appliance vent Commercial Repair or addition to heat/refrig/cooling system a Air handling unit 65 dB(A) <10,000 cfm 60 dB(A) Unit Type Qty Air handling unit Residential, Nighttime >10,000 cfm Industrial Evaporator cooler 55 dB(A) Ventilation fan connected to single duct 57 dB(A) Ventilation system Commercial Hood and duct a Incinerator — domestic 65 dB(A) Incinerator — comm/industrial 60 dB(A) Unit Type Qty Fire damper Residential, Nighttime Diffuser Industrial Thermostat 55 dB(A) Wood/gas stove 57 dB(A) Emergency generator Commercial Other mechanical equipment 47 dB(A) 60 dB(A) 65 dB(A) Boiler/Compressor Qty 0-3 hp/100,000 btu 2 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-10PM, Monday through Friday and 8AM-10PM, Saturday, Sunday and State -recognized holidays. A few sounds are exempt from the noise code, including: • Warning devices; • Construction and property maintenance during the daytime hours (7am-10pm); • Testing of backup generators during the day. 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 Intemational Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: .j -W// Date: Print Name: 3;dk. vt9— (eui) Mailing Address: ✓/Di ZD 4- I. 71' 1 5 / D Z ft City Day Telephone: H:Uppl cationsWorms-Applications On LineU016 Applications echanical Permit Application Revised 1-4-16.docx Revised: January 2016 bh z/rte 0/e z53-3y(-gya2-- ki- gffyzy State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID M18-0033 Address: 400 COSTCO DR Apn: 3523049089 9. Credit Card Fee $2.04 Credit Card Fee R000.369.908.00.00 0.00 $2.04 MECHANICAL $67.83 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R15617 R000.345.830.00.00 1.00 $67.83 $69.87 Date Paid: Monday, October 15, 2018 Paid By: WESLEY DEGREGORY Pay Method: CREDIT CARD 05169D Printed: Monday, October 15, 2018 9:24 AM 1 of 1 SYSTEMS Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 10/15/2018 09:24:04 AM CREDIT CARD SALE VISA CARD NUMBER: **********2956 K TRAN AMOUNT: $69.87 APPROVAL CD: 05169D RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy httnc•//elasg;c en nvergenav_com/VirtualMerchant/transaction.do?disnatchMethod9 rintTr... 10/15/2018 Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 10/15/2018 09:24:04 AM CREDIT CARD SALE VISA CARD NUMBER: **********2956 K TRAN AMOUNT: $69.87 APPROVAL CD: 05169D RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy https://classic.convergepay. com/V irtualMerchant/transaction.do?dispatchMethod=printTr... 10/15/2018 J Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermnitTRAK M18-0033 Address: 400 COSTCQ DR Apn: 3523049089 Credit Card Fee $40.09 Credit Card Fee R000.369.908.00.00 0.00 $40.09 MECHANICAL 84,91 PERMIT ISSUANCE BASE FEE PERMIT FEE PLAN CHECK FEE R000.322.100.00.00 R000.322.100.00.00 R000.322.102.00.00 0.00 0.00 0.00 $33.15 $994.78 $256.98 TECHNOLOGY FEE 1.40' TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R13886 R000.322.900.04.00 0.00 $51.40 $1,376.40 Date Paid: Wednesday, February 28, 2018 Paid By: BRYAN SANDQUIST Pay Method: CREDIT CARD 98222P Printed: Wednesday, February 28, 2018 12:05 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 M l8 -0O33 Projecy^}w_ iceri C�� Type of Insp C*P�.1C-,rUCIL iL1L Address: Cs Z.r4 Date Called: Special Instructions: Date Wanted: /O _ ? — ZQhf a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: MeeLwvicti /5A)A-1 --rp4rep>) Inspector`% n0 Date: zoi/ r` REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 M 1 -0033 P Cos-co F CCti ToInspection: Mu-Y I CAL. l1 A I, Address: Y,DO Cosmo AR. Date Called: Special Instructions: Date Wanted: 9 ` Z g'' 2_D%rr a.m„ p.m. Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: " 1\A.ta� tccMC 4 V If:l Its =v/nrr/DI % MeJ) ee-zo frl /6--r Fi/v,5V /4/00(aretralo Inspector: Date: ?, Z zap 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) 438-9350 r1 a-Oo3 3 Pro;05ct: h. „()Omer had-- a,e Type ofaInspection: � ` 1 EF F CCalllllend: Ad`�ddress: 110434 0056 n bi- Date p'1 ,� Special Instructio s: Dat Wanted: 9 ` Z 240// �9 _ p.m. Requester: Phone No: Approved per applicable codes. Ll Corrections required prior to approval. COMMENTS: 1 b(.) f‘ d `1-r Kd Y?{/zS'DAIS 141144 Ki;/ --y tcnitsr 7—reir fri-epod tte04,Sj-- Cqcfe-/41. REINSPECTION FEE REQUIRED. Prio xt inspection. fee must be Inspector:ey Date: paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 /Y118 -en33 Project: Co-ro Type of Inspection: T)Pa.T 0644) Address: g00 acizo DRA Date Called: A 4Y Sf'IPei/9-� /1S4S c (94/ 1S.R. Special Instructions: I rl-? Date Wanted: b -I -Z9 a.m. Win. Requester: /91 R. z_ Phone No: r EiApproved per applicable codes. Corrections required prior to approval. COMMENTS: A 4Y Sf'IPei/9-� /1S4S c (94/ 1S.R. TY "k i Heel) a. ,v o /91 R. z_ r .A. 7fr Z fricest, d7vc r Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr 'ect:4e2) * 7 e of, Inspection: Gdb3£ � mA 11 ress:1...p�'� 1100 egaSie—e, NQ Datel Special Instructions: Date Wanted: a.m. 9)'/49—�p.m. Requester _O S fet5 Phone No: q z5.- -2,73---70(77 Approved per applicable codes. Corrections required prior to ap COMMENTS: 0. pogies 0 19 (AA ieS p 'te{-CV 3&O /°sem , (Yei4Gt4;l( 1 It Aito,e...0 veeficyAL G4L( tl Att..aL �o t Stk.04904e Lst,41112- Eety- 1 vtrs ad-- lnspec ttrlr. ttonkV Date pl'1(r1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. FILE COPY Pcrm!t No. Ivk«- 00 3 3 Plan review erproval is subject to errors and omissions. Approval of conctructon documents does not authorize the violaticn cf ally adopted coda or ordinance. Receipt of cp provcd Fioid Copy and conditions is acknowledged: Ey: Date: /©- /C - / City of Tukwila BUILDING DIVISION REVISION. NOtL REVISIONS No chanes shall be made to the scope of work without prior approval of Building Division will require a new plan submittal and may in .ude additional plan review fees. M160033 1PE,IT R ouii: DFOR: 0 Mochanical lafC4�Clcctrical iumbing Qts Piping C;y of Tukwila F?Ui!,r" DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED OCT 11 2018 \44(1- ity of Tukwila BUILDING DIVISION Factory Built Double Wall Grease Duct Specification Furnish double wall, factory built grease duct for use with Type I kitchen hoods, which conforms to the requirements of NFPA-96. Products shall be ETL listed to UL -1978 and UL -2221 for venting air and grease vapors from commercial cooking operation. Models DW -2R, 3R and 3Z are used for grease duct applications when installed in accordance with these instructions and National Fire Protection Association "NFPA 96"; Standard for Ventilation Control and Fire Protection of Commercial Cooking Operations. Double wall grease ducts are listed for a continuous internal temperature of 500 degrees F and intermittent temperatures of 2000 degrees F. The duct sections shall be constructed of an inner duct wall and an outer wall with insulation in between. The inner duct wall shall be constructed of .036 inch thick, 430 type stainless steel and be available in diameters 8" through 24". The outer wall shall be constructed of stainless steel at a minimum of .024 inch thickness. The duct, based on model number, shall include layers of Super Wool 607 Plus insulation between the inner and outer wall. Grease duct joints shall be held together by means of formed V clamps and sealed with 3M Fire Barrier 2000+. The duct wall assembly shall be tested and listed at'/." or zero inch clearance, according to classifications. Classifications and Clearances UL 2221: Standard for Fire Resistive Grease Duct Enclosure Assemblies. Chapter 7 of this standard references a test labeled Internal Fire Test. Section 7.1.1 references two installation conditions, Condition A and Condition B. Condition A represents all installation condition except for installation within non -ventilated combustible enclosures. Condition B represents installation within a non -ventilated combustible enclosure. Model DW -3Z is classified under UL2221 (Test of Fire Resistive Duct Enclosure Assemblies) as an alternate to 2 -Hr. fire resistive shaft enclosures with a minimum zero clearance to combustibles (sizes 8" to 24" diameter). Model 3Z is listed in accordance with the requirements for duct enclosure Condition A and B. Model DW -3R is classified under UL2221 (Test of Fire Resistive Duct Enclosure Assemblies) as an alternate to 2 -Hr. fire resistive shaft enclosures with a reduced clearance to combustibles (sizes 8" to 24" diameter). Model 3R is listed in accordance with the requirements for duct enclosure Condition B. Model DW -2R is classified under UL2221 (Test of Fire Resistive Duct Enclosure Assemblies) as an alternate to 2 -Hr. fire resistive shaft enclosures with a reduced clearance to combustibles (sizes 8" to 16" diameter). Model 2R is listed in accordance with the requirements for duct enclosure Condition B. DUCT MODEL INNER DIAMETER (ID) OUTSIDE DIAMETER CLEARANCE TO COMBUSTIBLES CLEARANCE TO NON - COMBUSTIBLES ../. DW - 2R 8" - 16" ID + 4 3/4"* 0" DW - 3R 8" - 24" ID + 6 3/4"** 0" DW - 3Z 8" - 24" ID + 6 0" 0" *DW — 2R:'/:' clearance to combustibles from the surface of the duct outer shell; zero inch clearance from combustibles from the tip of the outer V Band. RECEIVEr **DW — 3R:'/." clearance to combustibles from the surface of the duct outer shell; zero inctamfrem,cr Stibles from the tip of the outer V Band. U t� VvvvYvvv ill' LL ��11 REVISION NO.1 SEP 2 5 2018 PERMIT CENTER MI Wi Classifications and Clearances Through floor fire stop support assembly are used to support duct sections that penetrate a fire resistant floor(s). The full support ring is installed under the double V band; the struts are connected to the support ring with supplied 5/16-18 hardware. Once the struts have been connected they are secured to the floor using appropriate type and size fasteners supplied by others. When duct systems penetrate a fire resistance rated floor, ceiling and/or a wall, a fire stop kit is used to retain the fire resistance rating on the floor and/or wall. The double wall grease duct (2R, 3R and 3Z) and the fire stop assemblies detailed below have achieved 2 -hour ratings for integrity, insulation and stability. Testing was conducted in accordance with the applicable requirements UL 2221, Test of Fire Resistive Grease Duct Enclosure Assemblies. DUCT MODEL INNER DIAMETER OUTER DIAMETER SQUARE / ROUND OPENING MIN/MAX DW -2R 8" 12" 14"-15" DW -2R 10" 14" 16"-17" DW - 2R Ks 12" 16" 18" - 19" DW - 2R 14" 18" 20"-21" DW - 2R 16" 20" 22" - 23" DW - 3R / 3Z 8" 14" 16"-17" DW - 3R / 3Z 10" 16" 18"-19" DW - 3R / 3Z 12" 18" 20"-21" DW - 3R / 3Z 14" 20" 22" - 23" DW - 3R / 3Z 16" 22" 24" - 25" DW - 3R / 3Z 18" 24" 26" - 27" DW - 3R / 3Z 20" 26" 28" - 29" DW - 3R / 3Z 24" 30" 32" - 33" Double Wall Grease Duct shall be installed in accordance with the manufacturer's "Installation, Operation and Maintenance Manual," ETL listing, state codes and local codes. Fans shall be supported independently from the grease duct sections. Protect grease duct from twisting or movement caused by fan torque or vibration. Certifications The DW Series has been certified by ITS. This certification mark indicates that the product has been tested to and has met the minimum requirements of a widely recognized (consensus) U.S. and Canadian products safety standard, that the manufacturing site has been audited, and that the applicant has agreed to a program of periodic factory follow-up inspections to verify continued performance. ./ Models DW -2R and DW -3R are ETL Listed under file number 1000082319SAT-006 EEV and comply with UL1978 and r UL2221 Standards. Model DW -3Z is ETL Listed under file number 1000082319SAT-006 EEV and complies with UL1978, UL2221 and CAN/ULC-S144 Standards. Additional Information Available Operation, Installation, and Maintenance Manual Copy of the manual is sent with every duct order from our manufacturing facility. Additional copies, if needed, are available for download at: https://www.captiveaire.com/CATALOGCONTENT/DUCTWORK/INSTALLATION.ASP?catld=306&Model=GREASE+DUCT Available also at the link above are recommendations for vertical and guy line support guides. Grease Duct Design Guide The Grease Duct Design Guide gives specifics for all parts available for order including Elbows, Straight Pieces, etc. Formulas and other information to calculate static pressure through a pre-engineered system is also available. Design Guide is available for download at htips:llwww.captiveaire.com/catalog/genpartCatalog.asp?catlid=306 or as a hard copy from your local CaptiveAire sales office. )dtr iron a a Sample Duct Drawing +ystesr_ Adie ble dace= re mad m ruts ova (0017 in aattpcd ate kr diauod lir duct tdall fid cpm moody I' pa 100 R of duainiet * r cath f00 °F =heat tiitpa tnnaatue Awe Ur aatdartdrfp air tarpatuc JR SAFE STA T Non -Welded Double Wall Grease Duct/Type HT Chimney Systems Installation, Operation, and Maintenance Manual C US G/3TEO Y INAC+ FIRST REA_ 1) FAILURE TO MAINTAIN 1ST113L,E MATERIALS AND (2) FAILURE TO T Ili PO TANCE THAT THIS GREASE DUCT BE { THESE INSTRUCTIONS. DO NOT INSTALL GREASE. INSTRUCTIONS VERY CAREFULLY. AND INSPECTION :NTS FOR I SSIBLE SHIPPING DAMAGE PRIOR TO INSTALLATION. ERS HAVE DIFFERENT JOINT SYSTEMS AND ADHESIVES. DO NOT ININt ME"T"HODS FROM DIFFERENT MANUFACTURERS. Save these instructions. This document is the property of the owner of this equipment and is required for future maintenance. Leave this document with the owner when installation or service is complete. A0018672 August 2018 Rev. 28 Table of Contents WARRANTY 4 LISTINGS 5 CLASSIFICATIONS 5 APPLICATION 6 Grease Ducts 6 Chimneys 7 Clearances 8 MECHANICAL 10 Grease Duct and Chimney Joint Assembly 11 Adjustable Duct, Chimney and Transition Plate 12 Adjustable Duct, Chimney Standard Installation 14 Offset Distance 16 Factory and Field (Bolted and Welded) Risers 17 Double Wall Connection to Riser 18 Duct Drains 19 Manifold Tee 19 Access Door (Tee Cap) Assembly 20 Transition Plate 21 Chimney Adapter Plate 22 Prevention of Grease Accumulation in Horizontal Grease Duct 23 Alignment & Bracing of Grease Duct 23 Horizontal Support and Support Spacing 23 Vertical Support & Vertical Support Spacing 25 Vertical Support for Wooden Wall Construction 28 Vertical Support for 25 Gauge Steel Stud Wall Construction 29 Vertical Support for Concrete/Masonry Wall Construction 30 Vertical Ceiling Support 31 Vertical Chase Floor Support for Wooden Floor Construction 32 Vertical Chase Floor Support for Concrete Floor Construction 34 Vertical Floor Support for Wooden Floor Construction 36 Vertical Floor Support for Concrete Floor Construction 37 Vertical Support Floor and Curb 39 Through Penetration and Fire Stops 40 Annular Distance — Fire Stop 41 Annular Distance — 2R Type HT Clearance 41 Floor and Ceiling Fire Stop Installation 43 Wall Fire Stop Installation 44 Grease Duct Assembly 45 Chimney Assembly 48 Methods Used to Test Duct After Assembly 50 Method 1 — Light Test per IMC 506.3.2.5 50 Method 2 — Smoke Test 50 Method 3 — Pressure Testing per SMACNA's HVAC Air Duct Leakage 50 GENERAL DUCT WEIGHTS 51 CLEANING & MAINTENANCE RECORD 52 3 WARRANTY This ductwork and chimney system is warranted to be free from defects in material and workmanship, under normal use and service, for a period of 20 years from the date of shipment. This warranty shall not apply if: 1. The equipment is not installed by a qualified installer per this installation guide; this guide should be kept with the equipment once installation is complete. 2. The equipment is not installed in accordance with federal, state, and local codes and regulations. 3. The equipment design or sizing is not approved per MANUFACTURER'S specifications. 4. The equipment is misused, neglected, or not maintained per the MANUFACTURER'S maintenance instructions. 5. The equipment is exposed to elevated temperatures due to a fire originating in the building, hood, fan, duct, chimney or kitchen appliances. 6. The equipment is not operated within its published capacity. 7. The equipment is operated in the presence of solvents, refrigerant vapors, caustic substances, halogenated compounds or other conditions which could cause condensation of corrosive materials within or on the system. 8. The equipment is substituted or connected with parts not manufactured per Original Equipment Manufacturer. 9. The invoice is not paid within the terms of the sales agreement. The MANUFACTURER shall not be liable for incidental and consequential losses and damages potentially attributable to malfunctioning equipment. Should any part of the equipment prove to be defective in material or workmanship within the 20 -year warranty period, upon examination by the MANUFACTURER, such parts will be repaired or replaced by the MANUFACTURER at no charge. The BUYER shall pay all labor costs incurred in connection with such repair or replacement. Equipment shall not be returned without MANUFACTURER'S prior authorization and all returned equipment shall be shipped by the BUYER, freight prepaid to a destination determined by the MANUFACTURER. 4 LISTINGS This grease duct has been tested and is listed to UL1978, UL2221, CAN/ULC-S144 and testing has been extended to recognize ASTM E2336 and AC101 due to similar testing criteria. Models 2R, 3R and 3Z are used for grease duct applications when installed in accordance with these instructions and National Fire Protection Association "NFPA 96"; Standard for Ventilation Control and Fire Protection of Commercial Cooking Operations. This factory built chimney has been tested and is listed to UL103 and UL103HT and testing has been extended to recognize ULC/ORD-C959-1993, unenclosed installation and for commercial use only. Model 2R chimney system was subjected to a 30 minute exposure at a flue gas temperature test at 1125 C above room temperature in accordance with Canadian Standards with acceptable results attained. Model 2R is intended for installation within commercial / industrial applications. Model 2R is not intended for use in family dwellings. When installed in accordance with these instructions and National Fire Protection Association "NFPA 211"; Standard for chimneys. CLASSIFICATIONS UL 2221: Standard for Fire Resistive Grease Duct Enclosure Assemblies. Chapter 7 of this standard references a test labeled Internal Fire Test. Section 7.1.1 references two installation conditions, Condition A and Condition B. Condition A represents all installation conditions except for installation within non- ventilated combustible enclosures. Condition B represents installation within a non -ventilated combustible enclosure. UL 103: Standard for Factory Built Chimneys for Residential Type and Building Heating Appliances. Model 3Z is classified under UL2221 (Test of Fire Resistive Duct Enclosure Assemblies) as an alternate to 2 -Hr. fire resistive shaft enclosures with a minimum zero clearance to combustibles (sizes 8" to 24" diameter). Model 3Z is listed in accordance with the requirements for duct enclosure Condition A and B. Model 3R is classified under UL2221 (Test of Fire Resistive Duct Enclosure Assemblies) as an alternate to 2 -Hr. fire resistive shaft enclosures with a reduced clearance to combustibles (sizes 8" to 24" diameter). Model 3R is listed in accordance with the requirements for duct enclosure Condition B. Model 2R is classified under UL2221 (Test of Fire Resistive Duct Enclosure Assemblies) as an alternate to r 2 -Hr. fire resistive shaft enclosures with a reduced clearance to combustibles (sizes 8" to 16" diameter). Model 2R is listed in accordance with the requirements for duct enclosure Condition B. Model 2R Type HT is listed under UL103 (Building Heating Appliance Chimney). Insulated double wall building heating appliance Chimney / Type HT Factory Built Chimney intended for commercial and industrial applications in sizes 8" through 16" ID. 5 APPLICATION Grease Ducts Double wall grease ducts are listed for a continuous internal temperature of 500°F and intermittent temperatures of 2000°F. Double wall grease duct is ideally suited for use in commercial cooking installations for the removal of smoke and grease laden vapors. Grease duct system size and capacity information may be obtained from the ASHRAE Handbook — Fundamentals or from the Air Pollution Engineering Manual of the US Environmental Protection Agency. Grease duct installations require provisions for cleaning the interior of the duct. NFPA 96 clean-out requirements are as follows: 1. A clean-out must be provided at each change of direction, except where the entire length of duct can be inspected and cleaned from either the hood or the discharge end. 2. On horizontal duct runs, at least one 20" diameter opening must be provided. Where the opening is smaller than 20" diameter, openings large enough to permit cleaning must be provided at intervals of no more than 12'. 3. Openings must be at the side or the top, whichever is more accessible. When the opening is on the side of the duct, the lower edge of the opening must be at least 1-1/2" above the bottom of the duct. For the listed grease duct, this is accomplished by the use of the grease manifold tee and clean-out cap. 4. On vertical duct runs where personnel entry is possible, access must be from the top of the riser. Where entry is not possible, access must be provided at each floor. Note: Access requirements are subject to change in accordance with local code. Local authorities should be consulted for exact requirements. Grease duct may be connected only to hoods in a single fire zone on one floor. Do not connect grease ducts to any other part of the building ventilation or exhaust system. When the grease duct is installed in accordance with these installation instructions and the joints are sealed properly with the recommended sealant, the system will contain a fire within the duct. A fire can burn at extremely high temperatures. The system should be dismantled and inspected after any exposure to a fire. Any section that is distorted or discolored should be replaced. All joints in the system should be examined. The sealant expands to ensure a positive seal in the case of a fire, and any sealant that has been exposed to high temperature must be replaced. This will ensure that the system maintains its integrity against fire conditions in the future. The manufacturer of this grease duct cannot be responsible for grease duct systems that are not properly maintained or have been subjected to one or more fire conditions. 6 Chimneys Factory Built Chimney model 2R Type HT is listed for continuous internal temperatures of 1000°F US & 600°F Canada, intermittent temperatures of 2100°F. Factory Built Chimney model 2R Type HT is ideally suited for commercial and industrial application for the removal of smoke and heat. Chimney system size and capacity information may be obtained from the ASHRAE Handbook — Fundamentals or from the Air Pollution Engineering Manual of the US Environmental Protection Agency. Note: Model 2R Type HT Chimney Does Not Require Joints To Be Sealed With The Recommended Sealant Per The Listing Report. When wood is burned slowly, it produces tar and other organic vapors which combine with expelled moisture to form creosote. The creosote vapors condense in a relatively cool chimney flue of a slow burning fire. As a result, creosote residue accumulates on the flu lining. When ignited this creosote makes an extremely hot fire. Chimney installations require provisions for cleaning the interior of the chimney. Creosote and soot formations need to be removed. The chimney should be inspected once every two months during the heating season to determine if creosote or soot buildup has occurred. If creosote or soot has accumulated, it should be removed to reduce the risk of fire. Clean-out requirements are as follows: 1. A clean-out must be provided at each change of direction, except where the entire length of chimney can be inspected and cleaned from either the equipment or the chimney cap. 2. Openings must be at the side or the top, whichever is more accessible. 3. The chimney inspection should be done every two months during the heating season. 4. If creosote or soot has accumulated it should be removed to reduce the risk of fire. 5. Insert the chimney cleaning brush and brush in a downward motion, be sure to scrub all sides of the chimney thoroughly and remove all debris. 6. Contact local building or fire officials about restrictions and inspections in your area. Note: Chimney/Type Model 2R Type HT Factory Built Chimney Is Intended For Commercial And Industrial Applications. Factory Built Model 2R Type HT Chimney Is Not Intended For Family Dwellings. Chimney Should Be Sized In Accordance With The "Appliance Manufacturer's Instructions". When the chimney system is installed in accordance with these installation instructions and the joints are sealed properly with the recommended sealant, the system will contain a fire within the chimney. A fire can burn at extremely high temperatures. The system should be dismantled and inspected after any exposure to a fire. Any section that is distorted or discolored should be replaced. All joints in the system should be examined. The sealant expands to ensure a positive seal in the case of a fire, and any sealant that has been exposed to high temperature must be replaced. This will ensure that the system maintains its integrity against fire conditions in the future. The manufacturer of this chimney system cannot be responsible for chimney systems that are not properly maintained or have been subjected to one or more fire conditions. 7 Clearances In all buildings more than one story in height and in buildings where the roof/ceiling assembly is required to have a fire resistance rating, the duct must be enclosed in a continuous enclosure from the lowest fire - rated ceiling or floor above the hood, through any concealed spaces, to or through the roof to maintain the integrity of the fire separations required by the applicable building code provisions. If the building is Tess than 4 stories in height, the enclosure shall have a fire resistance rating of not less than 1 hour. If the building is 4 stories or more in height, the enclosure shall have a fire resistance rating of not less than 2 hours. Single wall grease duct is primarily intended for use in non-combustible surroundings. When installed in an open room where an enclosure is not required. double wall grease duct or chimney systems may be located near combustible material to reduce clearance in accordance with Table 1. When combining double wall and single wall grease duct for the purpose of clearance reduction. a Double Wall End Cap Assembly is required. Table 1 - Grease Duct and Building Heating Appliance Chimney Clearances DW 8"-24" = ID 18" 0" DW - 2R 8"-16" DW - 2R TYPE HT 8"-16" DW - 3R DW - 3Z 8"-24" ID + 4 ID + 4 ID+6 3/4"* 2"** 3/4"*** 0" 0" 0" 8"-24" ID + 6 0" 0" The information in Table 1 represents air space, in inches, to surroundings. Refer to the latest edition of NFPA 96, Chapter 3 Definitions. This chapter explains the definitions on combustible, non-combustible and limited combustible material. *DW — 2R: 3/4" clearance to combustibles from the surface of the duct outer shell; zero inch clearance from combustibles from the tip of the outer V -band. **DW — 2R TYPE HT: unenclosed, 2" clearance to combustibles from the surface of the chimney outer shell. ***DW — 3R: 3/4" clearance to combustibles from the surface of the duct outer shell; zero inch clearance from combustibles from the tip of the outer V -band. Note: Double wall duct systems with reduced clearance "R" have been tested using condition B — installed within non -ventilated unenclosed combustible enclosure. See Figure 1 for representation of reduced clearance note, the V -band may be in contact with a combustible surface. 8 1. Combustible Surface 2. Duct 3. Double V-Iband A. 3/4" Reduced Clearance 1. Hardware 2. Combustible Surface 3. Clearance Plates A. 2" Reduced Clearance B. 2R Shell + 4-1/2" C. 2R Shell Outer Diameter (O.D.) Figure 1 - Grease Duct Reduced Clearance Figure 2 - 2R Type HT Chimney Reduced Clearance • • • •• Cl • 9 MECHANICAL Joint Sealant The joint sealant used to seal all joint assemblies is a 3M product. 3M Fire Barrier 2000+ Silicone Sealant is a ready -to -use, gun -grade, one -component silicone elastomer that cures upon exposure to atmospheric humidity to form a flexible seal. 3M Fire Barrier 2000+ Silicone Sealant, when installed properly, will control the spread of a fire before, during, and after exposure to open flames. It will stop the spread of noxious gas, smoke and water, and maintain the integrity of fire rated assemblies and construction. All grease ducts must be liquid tight per NFPA 96. Model 2R Type HT chimney does not require joints to be sealed with the 3M Fire Barrier 2000+ Silicone Sealant per the listing report. Although 2R Type HT chimney does not require the joints to be sealed, it is recommended for commercial cooking appliances where grease is present. NO SEALANT SUBSTITUTES MAY BE USED. Sealant Features 1. Superior adhesion. 2. Capable of withstanding 2000°F + temperatures. 3. Class 25 sealant, per ASTM 920. 4. Re-enterable/repairable. 5. Provides up to 4 -hours fire -rating. 6. Cures upon exposure to atmospheric humidity. 7. Working time 30 minutes. 8. Full cure time: 14 to 21 days. 9. The duct/chimney system can be placed in operation 7 days after installation, prior to full cure. 10. Applied with a standard caulk gun. Table 2 - Sealant Usage Chart Diem 8" 311 Duct Perimeter t eet 2.16 30 7 10" 2.68 30 6 12" 3.21 30 5 14" 3.73 30 4 16" 4.25 30 3.5 18" 4.78 30 3 20" 5.30 30 3 22" 5.83 30 2.5 24" 6.35 30 2.5 10 Grease Duct and Chimney Joint Assembly All grease ducts are to be liquid tight per NFPA 96. The following steps are to be used to ensure that this requirement is met. Model 2R Type HT chimney does not require joints to be sealed with the 3M Fire Barrier 2000+ Silicone Sealant per the listing report. Although 2R Type HT chimney does not require the joints to be sealed, it is recommended for commercial cooking appliances where grease is present. 1. Fill the V band with 3M Fire Barrier 2000+ Silicone. The bead should be continuous. See Table 2 for the number of joints per tube. 2. Place the loose V -band over the duct flange. Apply a continuous bead of 2000+ Silicone 1/4" wide to the flange that will be joined. 3. Join the two flanged ends of the inner duct sections together and rotate slightly to ensure complete coverage of sealant on flanges. 4. For horizontal duct runs, the V -band hardware should be located on the top side of the duct and orientated between the 3 and 9 o'clock position on the duct. 5. NEVER install the V -band with the hardware orientated on the bottom side of the duct on horizontal runs. 6. Install the V -band around the duct flanges making sure the flanges are located within the V band. Tap the outside of the V -band while tightening V -band hardware to make sure the flanges are aligned and have been pulled together. Secure the 1/4"-20 hardware between 40-60 in -lbs. 7. Insulation must be minimum of 4-1/2" wide, and the same type and number of layers as the base duct. Tightly pack and completely fill all voids between the inner duct and the outer shell. 8. Install the double V -band ensuring the outer shell flanges are positively engaged in the V -bands before tightening the 1/4"-20 hardware between 40-60 in -lbs. The double V -band can be sealed using 3M Fire Barrier 2000+ Silicone when being installed outside. Figure 3 - Duct and Chimney Joint Assembly 1. 3M Fire Barrier Silicone 2. V -band 3. First Duct Section 4. Second Duct Section 5. Double V -band IMPORTANT: THE HARDWARE USED TO ASSEMBLE THIS DUCTWORK IS SPECIFICALLY DESIGNED FOR THIS APPLICATION. NO SUBSTITUTE HARDWARE IS ALLOWED. ALL REPLACEMENT HARDWARE MUST BE PURCHASED FROM THE FACTORY. 11 Adjustable Duct, Chimney and Transition Plate Adjustable duct sections may be used in conjunction with transition plates when they terminate at the fan. The adjustable duct section is fully welded to the transition plate, and then connected to the standard duct length using non-welded connections. Double wall adjustable duct sections are assembled in the field, as the exact length needed for the application is not known. Components for outer shell and insulation ship loose. Once fully assembled, the transition plate is secured to the curb using the method referenced in Figure 13. Model 2R Type HT chimney does not require joints to be sealed with the 3M Fire Barrier 2000+ Silicone Sealant per the listing report. Although 2R Type HT chimney does not require the joints to be sealed, it is recommended for commercial cooking appliances where grease is present. Refer to Figure 4 for assembly details. 1. The 7" standard duct section in the adjustable assembly is installed the same as the "Grease Duct and Chimney Joint Assembly" on page 11. 2. When adjustable duct assemblies are used with transition plates, the 7" standard section is connected to the mating duct section. The adjustable duct with single flange is welded to the transition plate. 3. The adjustable collar is slipped onto the adjustable section. Make sure the adjustable collar flanges are opposite the adjustable duct section flange. 4. The adjustable section is pushed inside the 7" standard section. Verify the minimum overlap is set correctly. Refer to Table 3. 5. If the protruding section interferes with mating parts in the duct run, you will need to cut the adjustable section that is interfering with mating parts. Refer to Figure 5. 6. Once the overlap is set correctly, apply 3M Fire Barrier 2000+ Silicone to the flanges of the duct section and the adjustable collar. 7. Apply 3M Fire Barrier 2000+ Silicone to the single V-band groove. Install single V-band around adjustable collar flange and standard duct flange. Tighten the single V-band hardware to 40-60 in-lbs. 8. Once the single V-band has been installed, tighten the adjustable collar hardware to 40-60 in-lbs. 9. Measure the distance between mating duct flange and transition plate prior to installing insulation and outer shell cover. 10. Subtract 1" from the measured distance and cut the pre-rolled shell to this dimension. 11. After the single wall adjustable section has been installed, wrap the assembly using blanket insulation provided. Make sure all voids are adequately filled. 12. Wrap the pre-rolled outer shell cover around the insulation. Ratchet strap(s) may be used around outer shell to aid in compressing insulation. 13. Install the double wall V-band on either end of the assembly. Make sure the double wall V-band is secured onto the mating duct flange and overlapping onto the shell before tightening hardware. 14. The double wall V-band will close the pre-rolled shell as they are tightened. Once closed, secure the outer shell cover along the seam using the 1" sheet metal screws that have been provided. 15. Use 3M Fire Barrier 2000+ Silicone to seal the outer shell, if required or installed outside. Note: Outer Shell Must Extend Behind the Double Wall V-band. 12 Figure 4 -Adjustable Duct, Chimney and Transition Plate 1. Transition Plate 2. Adjustable Collar 3. 3M Fire Barrier 2000 Plus 4. 7" Standard Duct Section 5. Mating Duct Section 1. 2. 3. 4. 5. 6. A. B. C. D. E. 6. Adjustable Duct Section 7. Single V band 8. Outer Shell Cover 9. Insulation 10. Curb 11. Sheet Metal Screws 12. Double Wall V -band 13. Shell Overlap 14. Mating Duct Flange X. Measured Distance Figure 5 -Adjustable Duct and Chimney Overlap Duct Section Double Wall V -band Outer Shell Cover - Cut to size Adjustable Collar Single V band Adjustable Duct Section Adjustable Section Protrusion - May need to be cut Minimum Length Diameter Maximum Length Minimum Overlap Note: Protruding Section May Need To Be Cut In The Field If There Is Interference With Mating Parts In The Duct Run. 13 Adjustable Duct, Chimney Standard Installation Adjustable duct lengths are used to make up variable lengths in the duct system(s). Adjustable sections should always be installed with the overlap to the inside of the standard duct section. Overlap should always be opposite the direction of airflow. This will allow grease/water to run back to the hood when the system is shut down. If the inner adjustable section is too long to fit into the adjacent section of duct without interfering with the flow path, it should be trimmed to the desired flange to flange length. Flange to flange length of adjustment can range from 4" to 26". Model 2R Type HT chimney does not require joints to be sealed with the 3M Fire Barrier 2000+ Silicone Sealant per the listing report. Although 2R Type HT chimney does not require the joints to be sealed, it is recommended for commercial cooking appliances where grease is present. 1. The 7" standard duct section in the adjustable assembly is installed the same as the "Grease Duct and Chimney Joint Assembly" on page 11. 2. The adjustable collar is slipped onto the adjustable duct section. Make sure the adjustable collar flanges are opposite the adjustable duct section flange. 3. The adjustable section is pushed inside the 7" standard duct section. Verify the minimum overlap is set correctly. Refer to Table 3. 4. If the protruding section interferes with mating parts in the duct run, you will need to cut the adjustable section that is interfering with mating parts. Refer to Figure 5. 5. Once the overlap is set correctly, apply 3M Fire Barrier 2000+ Silicone to the flanges of the duct section and the adjustable collar. 6. Apply 3M Fire Barrier 2000+ Silicone to the single V-band groove. Install single V-band around adjustable collar flange and standard duct flange. Tighten the single V-band hardware to 40-60 in-lbs. 7. Once the single V-band has been installed, tighten the adjustable collar hardware to 40-60 in-lbs. 8. Measure the distance between mating duct flanges prior to installing insulation and outer shell cover. 9. Subtract 1" from the measured distance and cut the pre-rolled shell to this dimension. 10. After the single wall adjustable section has been installed, wrap the assembly using blanket insulation provided. Make sure all voids are adequately filled. 11. Wrap the pre-rolled outer shell cover around the insulation. Ratchet strap(s) may be used around outer shell to aid in compressing insulation. 12. Install the double wall V-band on either end of the assembly. Make sure the double wall V-band is secured onto the mating duct flange and overlapping onto the shell before tightening hardware. 13. The double wall V-band will close the pre-rolled shell as they are tightened. Once closed, secure the outer shell cover along the seam using the 1" sheet metal screws that have been provided. 14. Use 3M Fire Barrier 2000+ Silicone to seal the outer shell, if required or installed outside. Note: Outer Shell Must Extend Behind the Double Wall V-band. 14 Figure 6 - Collar and Adjustable Duct, Chimney Installation 1. Duct Section 1 2. Adjustable Collar 3. 3M Fire Barrier 2000 Plus 4. 7" Standard Duct Section 5. Duct Section 2 6. Adjustable Duct 7. Single V -band 8. Outer Shell Cover 9. Insulation 10. Double Wall V band Table 3 - Minimum Overlap 11. Sheet Metal Screws 12. Mating Duct Flange 13. Shell Overlap X. Measured Distance 15 p far Adjt to `S Clone 8,. 4" 10" 5" 12", 14", 16", 18", 20", 22", 24" 6" 15 Offset Distance Table 4 - Offset Distance Offset Center tine Distance 15 Degree s DuctWIFlange Diameter Diameter Part Number 1 :- CL 1 8" 9" DW0815DWASY 19-3/4" 2-1/2" 10" 11" DW1015DWASY 20-3/8" 2-5/8" 12" 13" DW1215DWASY 20-7/8" 2-3/4" 14" 15" DW1415DWASY 21-3/8" 2-7/8" 16" 17" DW1615DWASY 21-7/8" 2-7/8" 18" 19" DW1815DWASY 22-3/8" 3" 20" 21" DW2015DWASY 22-7/8" 3" 22" 23" DW2215DWASY 23-3/8" 3-1/8" 24" 25" DW2415DWASY 23-7/8" 3-1/8" Offset Center Line Distance 45 Degree Elbows Duct Diameter Duct Flange Dianieter Pmt Number !tt 1 X1.1 8" 9" CL 1 8" 9" DW0830DWASY 20-7/8" 5-1/2" 10" 11" DW1030DWASY 21-7/8" 5-7/8" 12" 13" DW1230DWASY 22-7/8" 6-1/8" 14" 15" DW1430DWASY 23-7/8" 6-3/8" 16" 17" DW1630DWASY 24-7/8" 6-5/8" 18" 19" DW1830DWASY 25-7/8" 7" 20" 21" DW2030DWASY 26-7/8" 7-1/8" 22" 23" DW2230DWASY 27-3/8" 7-3/8" 24" 25" DW2430DWASY 28-7/8" 7-3/4" Offset Center Line Distance 45 Degree Elbows Duct Diameter Duct Flange Dianieter Pmt Number !tt 1 X1.1 8" 9" DW0845DWASY 21" 8-3/4" 10" 11" DW1045DWASY 22-1/2" 9-3/8" 12" 13" DW1245DWASY 23-7/8" 9-7/8" 14" 15" DW1445DWASY 25-3/8" 10-1/2" 16" 17" DW1645DWASY 26-3/4" 11" 18" 19" DW1845DWASY 28-1/8" 11-5/8" 20" 21" DW2045DWASY 29-1/2" 12-1/4" 22" 23" DW2245DWASY 30" 12-7/8" 24" 25" DW2445DWASY 32-3/8" 13-3/8" 15 DEGREE ELBOW Figure 7 - Offset Details 30 DEGREE ELBOW CL 1. D A. 16 CL 1. 45 DEGREE ELBOW 111111111 45° HT1. ©4 i D A. Factory and Field (Bolted and Welded) Risers There are two options for the riser, this is the connection to hood plenum. There may be welded (factory or field) or bolted. Dimensional data identifying the size and location of the riser must be provided for factory installation. The riser is fully welded to the hood plenum. When field installed, the riser is shipped loose allowing the installer at the jobsite to decide on the final location of the riser. Field installed risers help when the final location is not known or adjustments may have to be made due to duct misalignments. Field installed risers may be welded or bolted in place. 1. Locate the specific position at which the riser needs to be installed. 2. Use the riser as a guide when marking the hood. Note: Verify the hole location is inside the plenum area before cutting any holes. 3. Use the single piece riser ring as a template to mark the bolt hole locations. Align the inner circles of the hole in the plenum with the single piece riser ring. Mark the bolt hole circle. Make sure the bolt hole circle is inside the plenum area before cutting. 4. Use 3M Fire Barrier 2000+ Silicone to seal around the riser hole. Apply sealant to the top and bottom of the hole. Make sure the silicone bead is a minimum of 1/4" thick and is continuous inside and outside of the bolt hole circle. 5. Center the riser over the hole in the plenum and push down. Make sure the riser flange is positively sealed. Make sure the two piece riser ring on the riser is pushed down into the sealant. Sealant should come through the holes on the ring. 6. Align the single piece riser ring to the hole on the inside of the plenum and push into the silicone. 7. Align the two piece riser ring above the hood and bolt the rings together using 1/4"-20 bolts and nuts. Make sure the tabs are on top. Note: The bolt head must be installed on the plenum side. This is the bottom side of the hood plenum. 8. Excess silicone should be removed, and the connection should be inspected for gaps and loose hardware. 9. When joining duct to the riser, refer to "Double Wall Connection to Riser" on page 18. Figure 8 - Field Installed Riser (Bolted) 1. 3M Fire Barrier 2000+ Silicone 2. Riser 3. Two Piece Riser Ring 4. 1/4"-20 Nuts 17 5. 1/4"-20 Bolts 6. Single Piece Riser Ring 7. Top of Hood Double Wall Connection to Riser 1. After the riser has been installed, see "Factory and Field (Bolted and Welded) Risers" on page 17, connect the duct section to the riser. 2. Place the loose duct flange ring over the riser before installing the duct section. To connect the duct section to the riser, refer to steps 1 through step 3 in "Grease Duct and Chimney Joint Assembly" on page 11. 3. After the riser and inner duct section(s) have been connected, install the insulation provided. Make sure all voids are filled. 4. Install the riser covers by pushing the two halves together around the duct flange ring and securing it using sheet metal screws provided. Use only hardware provided, longer screws may penetrate the inner duct. 5. Refer to steps 1 through step 3 in "Grease Duct and Chimney Joint Assembly" on page 11 to install duct sections to riser covers. 6. The slot in the riser cover provides an opening for the installation of duct sensors if required. Figure 9 - Duct to Riser Connection 1. Double Wall Duct 5. Riser Cover 2. V -band - Connecting riser to inner duct section. 6. Insulation 3. Duct Flange Ring 7. Sheet Metal Screws 4. V -band - Connecting riser cover to double wall 8. Opening for Duct Stat Installation. duct. 18 Duct Drains Drains are used to provide a point at which low points in the duct system can be drained. Condensation and low lying water left over from duct cleaning can be drained easily with the installation of the ball valve drain. Drains are designed to aid in duct cleaning and can be used to drain grease accumulation into an approved grease collection reservoir. Drains can be hard piped to an approved collection reservoir, remove the cap and connect to the 1-1/2" NPT threads. Figure 10 - Duct Drain 1. Double V -band 2. Duct Section 3. Adapter Section 4. Drain 5. Tee (3 Manifold Tee The manifold tee is used to provide access for clean-out to comply with NFPA 96 requirements. It is equipped with an internal blank that acts as a grease dam and gasket. The access port is then closed with a clean-out cap or tee cap. The tee cap is then covered with layers of insulation that is covered in an outer shell called the access door collar. The location of the access port in the tee is dependent on the orientation of the tee in the final installation. The access port location in the manifold tee can be orientated as required. Access ports should never be located where grease can build up and fall out once the clean- out cap is removed or where the access door collar cannot be removed to gain access to the inner duct. Figure 11 - Tee Position 1. Outer Duct Shell 2. Access Door - Right Side 3. Inner Duct Shell 4. Access Door - Left Side 5. Access Door - Top Side 6. Grease Dam and Gasket 7. Insulation 19 Access Door (Tee Cap) Assembly Access doors (tee caps) are available 8" to 24". They work in conjunction with the manifold tee as shown on "Manifold Tee" on page 19. The tee joint connection is the same as the joint assembly method, refer to "Grease Duct and Chimney Joint Assembly" on page 11; however, the installation of the access door is slightly different. Read the following instructions very carefully. Consult NFPA 96, Chapter 7, Section 7.3.1 "Openings shall be provided at the sides or at the top of the duct, whichever is more accessible, and at change of directions". 1. Select the location and the position of the access door. 2. All tee joints will be connected as shown in "Grease Duct and Chimney Joint Assembly" on page 11, except for the access door. 3. Apply the proper sealant to the flange of the tee that will be used for access door to the duct system. 4. Apply a 1/4" continuous bead around the tee flange. 5. Center the inside blank over the opening of the tee and apply pressure. Pushing the inside blank down onto the tee flange sealant, securing the inside blank to the tee flange. 6. Apply enough pressure to create a positive bond between the tee flange and the inside blank. Remove excess sealant after making parts concentric (centered). 7. Apply a 1/4" continuous bead around the inside blank 1" from the outside edge. 8. Center the listed gasket over the inside blank and push the gasket down into the sealant securing the gasket to the inside blank. 9. Sealant will begin to cure upon exposure to atmospheric humidity. It will form a flexible seal. 10. Once the sealant is dry attach the access door using a V band. Verify flanges are in the "V" before tightening 1/4"-20 hardware. Tighten between 40 - 60 in -lbs. 11. Once the inner access door assembly is complete, install the outer access door or access door shell. 12. The outer access door shell is used to seal the inner access door with insulation. Figure 12 - Access Door Assembly 1. Inner Duct Tee 2. Grease Dam 3. Gasket 4. Outer V -band 5. Outer Access Door 6. Outer Shell 7. 3 -Layer Access Door Insulation 8. Inner Access Door 9. Inner V -band 10. Outer Duct Shell 11. Insulation 20 Transition Plate The transition plate is designed to connect to a roof curb. The duct section is welded to the underside of the plate. The plate is formed to provide a slope to allow grease deposits to flow back towards the duct. When connected, the plate mounts on top of the fan curb that supports the fan housing. The plate may be positioned off -center within the curb provided that the minimum distance to combustibles is maintained. In the event that the plate is positioned off -center, trim off excess plate material to allow for fan placement. Secure the plate to the curb using a minimum of three fasteners per side. A suitably sized fastener provided by others is used. The plate can be used to maintain distance to combustibles and also for vertical support. See "Adjustable Duct, Chimney and Transition Plate" on page 12 for adjustable duct section assembly. The top collar is installed upside down to seal the insulation at the fan termination / transition plate. A maximum of 24' can be supported by the curb and transition plate combination. Refer to Table 6 on page 25 for vertical support spacing. Figure 13 - Transition Plate 1. Exhaust Fan 2. Ceramic Gasket 3. Vertical Support 4. Adjustable Duct Section 5. Vented Curb 6. Transition Plate 21 Chimney Adapter Plate The transition plate is designed to connect to a roof curb. The chimney section is welded to the underside of the plate. When connected, the plate mounts on top of the curb that supports the chimney cap. The plate may be positioned off center within the curb provided that the minimum distance to combustibles is maintained. In the event that the plate is positioned off -center, trim off excess plate material to allow for chimney cap placement. Secure the plate to the curb using a minimum of three fasteners per side. A suitably sized fastener provided by others is used. The plate can be used to maintain distance to combustibles and also for vertical support. A ceramic gasket is used to seal the adapter plate to the underside of the chimney cap. A maximum of 24' can be supported by the curb and transition plate combination. Refer to Table 6 on page 25 for vertical support spacing. WARNING: NO INSULATION SHALL BE PLACED WITHIN THE REQUIRED CLEARANCE SPACE. 1. Base Cap 2. Ceramic Gasket 3. 2R-103 Straight Duct Section 4. Vertical Support 5. Clearance Plates 6. Vented Curb 7. Transition Plate Figure 14 - Chimney Adapter Plate 22 Prevention of Grease Accumulation in Horizontal Grease Duct In some areas the local authority will require horizontal duct runs to be sloped. The duct referenced in this manual is listed, 1/16" per foot slope for horizontal runs Tess than 75 feet. For installations with horizontal runs greater than 75 feet, the duct referenced in this manual is listed, 3/16" per foot slope. In such cases, a short "Slope Transition" section is available from the factory. For correct installation, two slope transitions are generally required - one at the beginning and end of the horizontal duct run. Consult with local code authorities if unsure about local requirements. Offset collars have been designed to meet the above specification. The collar is used in conjunction with other accessories such as tees and elbows to maintain the above listed slope in horizontal duct runs. The "V" band hardware should be located on the top side of the duct and be orientated between the 3 and 9 o'clock position on the duct. Never install the V -band with the hardware orientated on the bottom side of the duct on horizontal runs. Alignment & Bracing of Grease Duct The grease duct has characteristics of a continuous stainless steel pipe and will expand and contract along its entire length with changes in temperature. For this reason, conventional methods of attaching guides and braces to the outer wall of the grease duct cannot be used. Correctly installed support rings, saddles and wall guide assemblies will serve to keep the duct aligned, provide for adequate resistance to lateral loads and allow the free axial expansion and contraction movement. A simplified rule for duct expansion is that the axial growth will be approximately 1 inch per 100 feet of pipe length for each 100 degrees Fahrenheit the exhaust vapor temperature is above the surrounding air temperature. Horizontal Support and Support Spacing Horizontal duct runs are supported using 2" x 2" x 1/8" angle, Unistrut and saddle combination, or Unistrut only. Refer to Table 5 for horizontal support spacing. When cutting the angle or Unistrut to length, there must be a minimum of 2" on either side of the duct shell to allow for rod attachment. Once the angle has been cut to length it is suspended using 1/2" threaded rod (minimum). Appropriate sized holes are drilled/ punched in either end of the angle. The 1/2" threaded rod is secured to the angle or Unistrut using 1/2" grade 5 hex nuts and 1/2" hardened washers, see Figure 15. Note: Double hex nuts are used as locking nuts to make sure hardware does not come loose over time. Table 5 - Horizontal Support Spacing 8" 7' 10" 7' 12" 7' 14" 7' 16" 7' 18" 5' 20" 5' 22" 5' 24" 5' IMPORTANT: HORIZONTAL SUPPORTS REFERED TO IN THIS MANUAL ARE REQUIRED. SUPPORTS BY OTHERS MUST BE APPROVED BY THE MANUFACTURER AND AHJ, GREASE DUCT ONLY. CHIMNEY SYSTEMS MUST USE THE SUPPORTS LISTED IN THE MANUAL, SUPPORTS BY OTHER ARE NOT ALLOWED. SUPPORT SPACING MUST BE AS STATED IN THIS MANUAL. 23 Figure 15 - Horizontal Support Details Unistrut - Bottom Connection 1. 1/2" Threaded Rods 2. Saddle Top Connection 3. Saddle 4. Saddle Bottom Connection 5. Unistrut 6. Double Wall V -band Saddle Top Connection 24 Saddle Bottom Connection 7. Double Wall Duct 8. 1/2" Hex Nuts (Grade 5) 9. 1/2" Hardened Washers A. Center of Duct B. Duct Diameter plus 4" C. Horizontal Support Spacing, refer to Table 5. Vertical Support & Vertical Support Spacing Duct and chimney system(s) require supports along vertical runs. There are multiple vertical supports used for duct and chimney system(s). Each support assembly is designed for a specific type of installation. Review installation site before selecting supports. There are three different types of hardware supplied depending on the type of wall that the duct and chimney is being supported on. There are three types of wall construction; gypsum with wooden studs, gypsum with 25 gauge steel studs and concrete/masonry. Each wall construction type requires different hardware to be used when installing the support assembly. Refer to Table 6 for maximum vertical support spacing. Do not exceed this listed vertical spacing. Table 6 - Vertical Support Spacing 2R Duct V u tI Curb/ Floor Support Spacing (Feet) N/A 8" 20' 10" 20' 24' 24' 24' 24' 24' N/A N/A N/A N/A himney Vertical Support, Spacing (Feet) 12" 20' 24' 24' 24' 14" 20' 24' 16" 20' 24' 18" N/A N/A 20" N/A N/A 22" N/A 24" N/A N/A N/A 25 IMPORTANT: VERTICAL SUPPORTS REFERED TO IN THIS MANUAL ARE REQUIRED. SUPPORTS BY OTHERS MUST BE APPROVED BY THE MANUFACTURER AND AUTHORITY HAVING JURISDICTION (AHJ), GREASE DUCT ONLY. CHIMNEY SYSTEMS MUST USE THE SUPPORTS LISTED IN THE MANUAL, SUPPORTS BY OTHER ARE NOT ALLOWED. SUPPORT SPACING MUST BE AS STATED IN THIS MANUAL. Figure 16 - Vertical Wall Support Kit 1. 5/16"-18 Whiz Nuts and Bolts. Used to secure top plate to the side plate. 2. Wall Support Plate (Top) 3. Flat Support Plates 4. 5/16"-18 x 1-1/2" Self Drilling Screws. Used to secure double wall duct shell. 5. Side Support Plates 6. Wall Support Plate (Bottom) Figure 17 - Vertical Support Details 1. Double V -band - The V -band is located above vertical support. 2. Vertical Support 3. Duct System 4. Types of Wall Construction: 2" x 4" Wood Studs, 2" x 4" (25) Gauge Studs, Concrete/Masonry 5. Horizontal Support 6. Ceiling 7. 5/16" Whiz Nuts and Bolts. Used to secure top plate. 8. 5/16"-18 x 1-1/2" Self Drilling Screws A. Vertical Support Spacing, refer to Table 6. B. Horizontal Support Spacing, refer to Table 5. 26 There is no limit on the angle or slope of an offset for gas or liquid fuel burning appliances, but with a solid fuel burning appliance the slope must not be greater than 30 degrees (USA) or 45 degrees (Canada) from vertical. Vents for combination fuel heating appliances which are capable of burning solid fuel or are convertible to solid fuel are limited to the same 30 degrees (USA) or 45 degrees (Canada) slope even if the current choice of fuel is gas or oil. Figure 18 - Vertical Floor Details 1. Base Cap 2. Ceramic Gasket 3. Floor 4. Vertical Wall Support Kit 5. Chimney/Duct Section 6. Clearance Plates 7. Vented Curb 8. Transition Plate 9. Vertical Floor Support Kit 10. Double V band - Located above wall support kit. 11. Elbow 12. 1/2" Threaded Rod 13. Wall 14. Vertical Floor Support with Threaded Rod A. Vertical Support Spacing, refer to Table 6. B. Maximum Straight Length = 8 Feet C. Maximum angle not to exceed when being used with solid fuel - 30° USA / 45°Canada 27 Vertical Support for Wooden Wall Construction The wall must be constructed of 2" x 4" wooden studs with a maximum spacing of 24" on center and covered with 5/8" gypsum. Once the wall support kit installation is complete, the V -band will sit on top of the flat support plates. Refer to Figure 17. 1. The wall support plate has specific holes that locate the side plates so that when installed, they will match the outer shell diameter. Measure the shell diameter, then measure from the wall plate center holes to the radius of the opening to locate the first side plate. Example: If the shell being installed has a 30" outside diameter, measure from the center of the wall plate 15". This will locate the inside of the side plate on the wall plate. Side support plate mounting holes should be on the outside. 2. Once the first wall support plate is located, secure to the wall using the 5/16" x 4" toggle bolts and washers. Use the 7/8" holes that are 24" on center from the side plate mounting holes. In some cases the mounting holes may have to be drilled to align with studs. 3. Follow the instructions above and mount the second wall support plate. The measurement will be 44" from the top of the first wall support to the bottom of the second wall support. 4. Install the side support plates. Measure from the center of the wall support plate and locate the first side support plate. One of the side plates must be installed using 5/16" x 3-1/2" lag bolts and washers directly into the 2" x 4" wooden studs. Fill all holes using the lag bolts and washers that line up with the stud. Lag bolts will secure the wall plates and side plates to the studs. 5. Measure 24" from the first stud that the side plate is secured to, install 5/16" x 3-1/2" lag bolts and washers. This will secure the wall support plate to the stud that is 24" on center. 6. Measure from the center and install the second side plate. This plate may fall between studs, if this happens, use 5/16" x 4" toggle bolts and washers to secure side plate. 7. Repeat the above process so that both wall supports and side plates are installed and secure. 8. Install the rear flat support plate using 5/16" nuts and bolts. Mount the shell so the V -band is above the flat support plates. Secure by installing the front flat support plate. 9. The V -band should be sitting on top of the flat plate. A cutout is provided in the flat plate, align the V - band bracket with the cutout so it does not interfere with the top of the plate. 10. Secure the side support left and right plates to the outer shell. Use 5/16"-18 x 1-1/2" self -drilling screws. Use the guide holes to locate the shell center and fill all holes center, center left and center right. A minimum of 18 screws must be used on each side of the shell. Figure 19 - Wooden Stud Wall Vertical Support 1. 5/8" Gypsum 2. 2" x 4" Wood Studs 3. Wall Support Plate - Top 4. Front Flat Support Plate 5. 5/16" x 3-1/2" Lag Bolts 6. Side Support Plates 7. Wall Support Plate - Bottom 8. Rear Flat Support Plate 9. 5/16"-18 x 1" Whiz Nuts and Bolts 10. 5/16" x 4" Toggle Bolts and Washers 11. 5/16"-18 x 1-1/2" Self Drilling Screws A. 44" Spacing Distance B. 24" Centered Spacing Distance 28 Vertical Support for 25 Gauge Steel Stud Wall Construction The wall must be constructed of 2" x 4" 25 gauge (minimum) steel studs with a max spacing of 24" on center and covered with 5/8" gypsum. Once the wall support kit installation is complete, the V -band will sit on top of the flat support plates. Refer to Figure 17. 1. The wall support plate has specific holes that locate the side plates so that when installed, they will match the outer shell diameter. Measure the shell diameter, then measure from the wall plate center holes to the radius of the opening to locate the first side plate. Example: If the shell being installed has a 30" outside diameter, measure from the center of the wall plate 15". This will locate the inside of the side plate on the wall plate. Side support plate mounting holes should be on the outside. 2. Once the first wall support plate is located, secure to the wall using the 5/16" x 4" toggle bolts and washers. Use the 7/8" holes that are 24" on center from the side plate mounting holes. In some cases the mounting holes may have to be drilled to align with studs. 3. Follow the instructions above and mount the second wall support plate. Measurement will be 44" from the top of the first wall support to the bottom of the second wall support. 4. Install the side support plates. Measure from the center of the wall support plate and locate the first side support plate. One of the side plates must be installed using 5/16" x 3-1/2" lag bolts and washers directly into the 2" x 4" metal studs. Fill all holes using the lag bolts and washers that line up with the stud. Lag bolts will secure the wall plates and side plates to the studs. 5. Measure 24" from the first stud that the side plate is secured to, install 5/16" x 3-1/2" lag bolts and washers. This will secure the wall support plate to the stud that is 24" on center. 6. Measure from the center and install the second side plate. This plate may fall between studs, if this happens, use 5/16" x 4" toggle bolts and washers to secure side plate. 7. Repeat the above process so that both wall supports and side plates are installed and secure. 8. Install the rear flat support plate using 5/16" nuts and bolts. Mount the shell so the V -band is above the flat support plates. Secure by installing the front flat support plate. 9. The V -band should be sitting on top of the flat plate. A cutout is provided in the flat plate, align the V band bracket with the cutout so it does not interfere with the top of the plate. 10. Secure the side support left and right plates to the outer shell. Use 5/16"-18 x 1-1/2" self -drilling screws. Use the guide holes to locate the shell center and fill all holes center, center left and center right. A minimum of 18 screws must be used on each side of the shell. Figure 20 - Steel Stud Wall Vertical Support 0 1. 5/8" Gypsum 2. 2" x 4" Wood Studs 3. Wall Support Plate - Top 4. Front Flat Support Plate 5. 5/16" x 3-1/2" Lag Bolts 6. Side Support Plates 7. Wall Support Plate - Bottom 8. Rear Flat Support Plate 9. 5/16"-18 x 1" Whiz Nuts and Bolts 10. 5/16" x 4" Toggle Bolts and Washers 11. 5/16"-18 x 1-1/2" Self Drilling Screws A. 44" Spacing Distance B. 24" Centered Spacing Distance 29 Vertical Support for Concrete/Masonry Wall Construction These steps describe the method to attach the vertical support to a concrete and/or masonry wall. Once the wall support kit installation is complete, the V -band will sit on top of the flat support plates. Refer to Figure 17. 1. The wall support plate has specific holes that locate the side plates so that when installed, they will match the outer shell diameter. Measure the shell diameter, then measure from the wall plate center holes to the radius of the opening to locate the first side plate. Example: If the shell being installed has a 30" outside diameter, measure from the center of the wall plate 15". This will locate the inside of the side plate on the wall plate. Side support plate mounting holes should be on the outside. 2. Once the first wall support plate is located, secure to the wall using the 5/16" x 2-1/4" concrete/ masonry screws and washers. Use the 7/8" holes that are 24" on center from the side plate mounting holes. Install 5/16" x 2-1/4" concrete/masonry screws in each end of the wall support plate. In some cases, mounting holes may need to be drilled. 3. Follow the instructions above and mount the second wall support plate. Measurement will be 44" from the top of the first wall support to the bottom of the second wall support. 4. Install the side support plates. Measure from the center wall support plate and locate the first side support plate. One of the side plates must be installed using 5/16" x 2-1/4" concrete/masonry screws and washers. Concrete/masonry screws will secure the wall plates and side plates to the wall. 5. Measure 24" from the first stud that the side plate is secured to, install 5/16" x 2-1/4" concrete/masonry screws and washers. This will secure the wall support plate to the stud that is 24" on center. 6. Measure from the center and install the second side plate. This plate may fall between studs, if this happens, use 5/16" x 2-1/4" concrete/masonry screws and washers. 7. Repeat the above process so that both wall supports and side plates are installed and secure. 8. Install the rear flat support plate using 5/16" nuts and bolts. Mount the shell so the V band is above the flat support plates. Secure by installing the front flat support plate. 9. The V -band should be sitting on top of the flat plate. A cutout is provided in the flat plate, align the V - band bracket with the cutout so it does not interfere with the top of the plate. 10. Secure the side support left and right plates to the outer shell. Use 5/16"-18 x 1-1/2" self -drilling screws. Use the guide holes to locate the shell center and fill all holes center, center left and center right. A minimum of 18 screws must be used on each side of the shell. Figure 21 - Concrete/Masonry Wall Vertical Support 1. 5/8" Gypsum 2. Concrete/Masonry 3. Wall Support Plate - Top 4. Front Flat Support Plate 5. 5/16" x 2-1/4" Concrete/Masonry Screws 6. Side Support Plates 7. Wall Support Plate - Bottom 8. Rear Flat Support Plate 9. 5/16"-18 x 1" Whiz Nuts and Bolts 10. 5/16"-18 x 1-1/2" Self Drilling Screws A. 44" Spacing Distance B. 24" Centered Spacing Distance 30 Vertical Ceiling Support Note: Structural Engineer must review and sign off on installation. 1. The vertical ceiling support system is used when a wall support cannot be used or installed. 2. After all -thread has been installed, install Unistrut with provided 1/2" hardware. Install 103 floor support plates to Unistrut with 3/8" hardware. 3. When installing duct/chimney, make sure that the floor support fastener band and 103 floor support are located under the V band. Refer to Table 6 for vertical spacing specifications. 4. Secure the 103 floor support fastener band to the outer shell using the 5/16"-18 x 1-1/2" self -drilling screws. Use the guide holes to locate the shell center. Install screw into center, center left and center right. A minimum of 18 screws must be used on each side of the duct/chimney. Note: Supports must be rotated so that all thread is attached directly to the ceiling. DO NOT ATTACH ALL THREAD FROM ONE UNISTRUT TO ANOTHER. Figure 22 - Vertical Ceiling Support 1. 1/2" Nut 2. 1/2" Washer 3. 1/2" All -Thread - Supplied by others 4. B12 Unistrut 5. Double Wall V band 6. Double Wall Shell 7. 103 Floor Support Fastener Band 8. 103 Floor Support 9. 5/16"-18 x 1-1/2" Self -Drilling Screws 10. 3/8" Hardware -18 pieces A. Vertical Support Spacing, refer to Table 6 B. 5" Maximum Distance C. 48" Maximum Distance * Supports must be rotated so that all thread is attached directly to the ceiling. DO NOT ATTACH ALL THREAD FROM ONE UNISTRUT TO ANOTHER. 31 Vertical Chase Floor Support for Wooden Floor Construction Note: Structural Engineer must review and sign off on installation. 1. The vertical chase floor support is used when a wall support cannot be used or installed directly under a connecting V -band. The vertical chase floor support assembly consists of two 103 floor support plates with attached support fastener bands. 2. Floor must be constructed of 2" x 8" wooden joists, 16" on center and covered with 3/4" plywood. 3. The opening in the floor is sized per the outer diameter of the shell, verify clearance to combustibles. 4. Once the opening has been framed, install Unistrut to floor with proper substrate fasteners. If there is an existing through chase that exceeds 5" maximum clearance, re -frame opening or use "Vertical Ceiling Support" on page 31. 5. Install the 103 support plates to the Unistrut with 3/8" hardware. Use 18 screws to mount the support plate. 6. When installing duct/chimney, make sure that the floor support fastener band and 103 floor support are located under the V -band. 7. Refer to Table 6 for vertical spacing specifications. Slide the shell up and down until it is in the desired position. Use 5/16"-18 x 1-1/2" zinc plated self -drilling screws to secure fastener band to shell. Use a minimum of three screws per opening in the band, see Figure 23. Table 7 - Vertical Chase Wooden Floor Construction Hardware Decki arterlall IAS f p 6 ;• Wood -Min G.42 3/8" x 2-1/2" Hex Head Lag Screw - Zinc Plated Steel 2„ 1-1/2" Minimum 32 Figure 23 - Vertical Chase Wooden Floor Construction 1. Double Wall Shell 2. Double Wall V -band 3. 3/8" Hardware 4. 103 Floor Support Fastener Band 5. Wood Substrate Fastener - Supplied by others 6. Wooden Floor Construction 7. B12 Unistrut 8. 103 Floor Support 9. 5/16"-18 x 1-1/2" Self -Drilling Screws 33 A. B. C. D. E. F. Minimum Thread Penetration, refer to Table 7 Vertical Support Spacing, refer to Table 6 Minimum Edge Distance, refer to Table 7 5" Maximum Distance Open Area Chase 48" Maximum Distance Vertical Chase Floor Support for Concrete Floor Construction Note: Structural Engineer must review and sign off on installation. 1. The vertical chase floor support is used when a wall support cannot be used or installed directly under a connecting V -band. The vertical chase floor support assembly consists of two 103 floor support plates with attached support fastener bands. 2. The opening in the floor is sized per the outer diameter of the shell, verify clearance to combustibles. 3. Once the opening has been cut, install Unistrut to concrete with proper substrate fasteners. If there is an existing through chase that exceeds 5" maximum clearance, then re -frame opening or use "Vertical Ceiling Support" on page 31. 4. Install the 103 support plates to the Unistrut with 3/8" hardware. Use 16 screws to mount the support plate. 5. When installing duct/chimney, make sure that the floor support fastener band and 103 floor support are located under the V -band. 6. Refer to Table 6 for vertical spacing specifications. Slide the shell up and down until it is in the desired position. Use 5/16"-18 x 1-1/2" zinc plated self -drilling screws to secure fastener band to shell. Use a minimum of three screws per opening in the band, see Figure 24. Table 8 - Vertical Chase Concrete Floor Construction Hardware ©elk Aatsl t art. , ;iy���, 2tlny,A =1. � , �._ n.,•�, Concrete - 2500 Min PSI 3/8" Diameter Expansion Anchor Hilti Kwik Bolt TZ 2-5/16" 3" Minimum 34 Figure 24 - Vertical Chase Concrete Floor Construction H u 1. Double Wall Shell 2. Double Wall V -band 3. 3/8" Hardware 4. 103 Floor Support Fastener Band 5. Concrete Substrate Fastener - Supplied by others 6. Concrete Floor Construction 7. B12 Unistrut 8. 103 Floor Support 9. 5/16"-18 x 1-1/2" Self -Drilling Screws 35 A. B. C. D. E. F. Minimum Thread Penetration, refer to Table 8 Vertical Support Spacing, refer to Table 6 Minimum Edge Distance, refer to Table 8 5" Maximum Distance Open Area Chase 48" Maximum Distance Vertical Floor Support for Wooden Floor Construction 1. The vertical floor support is used when the wall support cannot be used or installed directly under a connecting V -band. The vertical support assembly consists of two floor plates with attached support bands. The vertical floor support may be used on either duct or chimney installations. Clearance plates are required for chimney installations. 2. Floor must be constructed of 2" x 8" wooden joists, 16" on center and covered with 3/4" plywood. 3. The opening in the floor is sized per the outer diameter of the duct/chimney shell. See Table 13 on page 40 for opening details for grease ducts, see Table 14 on page 42 for opening details for chimney. 4. Once the opening has been framed, insert the duct/chimney into the opening. 5. Mount the floor support plates onto the floor joist and bolt together using 1/4"-20 nuts and bolts. 6. Rotate the floor plates so the sides are aligned with outer edge of the floor joists. 7. Secure the floor plates to the floor using zinc plated 3/8" x 2-1/2" lag screws with washers. 8. Slide the duct/chimney up and down until it is in the desired position and secure using 5/16"-18 x 1-1/2" zinc plated self -drilling screws. Use a minimum of three screws per opening in the band. WARNING: IF THE FLOOR/CEILING HAS A FIRE RATING, CURB/FLOOR SUPPORTS SHOULD NOT BE USED WITHOUT CLEARANCE PLATES BEING INSTALLED IN THE BOTTOM OF THE OPENING. WARNING: CLEARANCE (AIR SPACE) TO COMBUSTIBLES MUST BE FREE FROM ANY TYPE OF INSULATION. Figure 25 - Vertical Floor Support Kit - Wood Floor 1. 2R Shell 2. Inside Duct/Chimney 3. Vertical Support Plate 4. Combustible Surface 5. 5/16"-18 x 1-1/2" Self Drilling Screws. 6. 1/4"-20 Whiz Nuts and Bolts. 7. Vertical Support Ring 8. 3/8" x 2-1/2" Lag Screw Table 9 - Wood Floor Substrate Hardware Decking Material Wood - Min G.42 3/8" x 2-1/2" Hex Head Lag Screw - Zinc Plated Steel 3/8" Washer Zinc Plated Steel 1-1/2" Minimum 36 Vertical Floor Support for Concrete Floor Construction 1. The steps listed below detail the vertical floor support. The vertical floor support is used when the wall support cannot be used or installed directly under a connecting V -band. The vertical floor support may be used on either duct or chimney installations. Clearance plates are required for chimney installations. 2. The vertical support assembly consists of two floor plates with attached support bands. 3. The opening in the floor is sized per the outer diameter of the duct/chimney shell. See Table 13 on page 40 for opening details for grease ducts, see Table 14 on page 42 for opening details for chimney. 4. Once the opening has been cut, insert the duct/chimney into the opening. 5. Mount the floor support plates onto the floor and bolt together using 1/4"-20 nuts and bolts. 6. Rotate the floor plates so the sides are aligned with the opening. 7. Secure the floor plates to the floor, see hardware information in Table 10. 8. Slide the vent up and down until it is in the desired position and secure using 5/16"-18 x 1-1/2" zinc plated self -drilling screws. Use a minimum of three screws per opening in the band. WARNING: IF THE FLOOR/CEILING HAS A FIRE RATING, CURB/FLOOR SUPPORTS SHOULD NOT BE USED WITHOUT CLEARANCE PLATES BEING INSTALLED IN THE BOTTOM OF THE OPENING. WARNING: NO INSULATION SHALL BE PLACED WITHIN THE REQUIRED CLEARANCE SPACE. Figure 26 - Vertical Floor Support - Concrete Floor 1. 2R Shell 2. Inside Duct/Chimney 3. Vertical Support Plate 4. Concrete Surface 5. 5/16"-18 x 1-1/2" Self Drilling Screws. 6. 1/4"-20 Whiz Nuts and Bolts. 7. Vertical Support Ring 8. 3/8" Diameter - Expansion Anchor Hilti Kwik Bolt TZ Table 10 - Concrete Floor Substrate Hardware 37 Hardware Edge Distance Concrete - 2500 Min PSI 3/8" Diameter - Expansion Anchor Hilti Kwik Bolt TZ 3" Minimum 37 Vertical Installation Roof Termination Clearance plates are used to maintain 2" clearance to combustibles for 2R HT Chimney Systems. They may be used with grease ducts (2R, 3R, 3Z) to help center grease duct when going through a floor/ceiling. A high temperature gasket is used to seal the transition plate to the exhaust fan/vent cap. The transition plate is secured to the curb using 1/4"-20 x 1-1/2" zinc plated self -drilling screws. The fan is secured to the vented curb using 1/4"-20 x 2" zinc plated self -drilling screws. Figure 27 - Roof Termination Installation Details 1. Exhaust Fan 2. High Temperature Gasket 3. Transition Plate - Welded to inner duct/chimney 4. Vented Curb 5. Clearance Plate Mounting Screws - Secures clearance plates to combustible surface. 6. Double Wall Duct/Chimney 7. Vertical Wall Support Assembly 8. Double V -band 9. 2" Clearance Plates 10. Substrate - Wood, Concrete or Steel 11. Inner Duct/Chimney 12. Substrate Hardware, refer to Table 11. 13. 1/4"-20 x 1-1/2" Zinc Plated Self Drilling Screws 14. 1/4"-20 x 2" Zinc Plated Self Drilling Screws A. Refer to Table 13 for grease duct or Table 14 for chimney. B. Edge Distance, refer to Table 11. Table 11 - Substrate Hardware Table - Roof Wood - Min G.42 3/8" x 2-1/2" Hex Head Lag Screw - Zinc Plated Steel 3/8" Washer Zinc Plated Steel 1-1/2" Minimum Concrete - 2500 Min PSI 3/8" Diameter - Expansion Anchor Hilti Kwik Bolt TZ N/A 3" Minimum Steel - Roof Truss 1/4"-14 Min. 1/2" Through 12 Gauge or 1/8" Thick Dril-Flex Self -Drilling Screws N/A 3/8" Minimum 38 Vertical Support Floor and Curb Clearance plates are used to maintain 2" clearance to combustibles for 2R HT Chimney Systems. They may be used with grease ducts (2R, 3R, 3Z) to help center grease duct when going through a floor/ceiling. A high temperature gasket is used to seal the transition plate to the exhaust fan/vent cap. The transition plate is secured to the curb using 1/4"-20 x 1-1/2" zinc plated self -drilling screws. The fan is secured to the vented curb using 1/4"-20 x 2" zinc plated self -drilling screws. Figure 28 - Floor and Curb Support Installation Details A 141 1,17 1. Exhaust Fan 2. Vented Curb - Roof Termination 3. Substrate - Wood, Concrete or Steel 4. Riser Cover 5. Through Curb Support with TPDB 6. Clearance Plates 7. Floor Support Assembly 8. Single V -band - Inner 9. Inner Duct/Chimney 10. 1/4"-20 x 2" Zinc Plated Self Drilling Screws 11. Through Curb Support with TPDB Table 12 - Substrate Hardware Table - Floor and Curb 12. 13. 14. 15. 16. 17. 18. A. B. Double V -band Double Wall Duct/Chimney 1/4"-20 x 1-1/2" Zinc Plated Self Drilling Screws Transition Plate - Welded to inner duct/chimney Clearance Plate Mounting Screws - Secures clearance plates to combustible surface. High Temperature Gasket Substrate Hardware, refer to Table 12. Edge Distance, refer to Table 12. Vertical Support Spacing, refer to Table 6. 1� H Ctance Wood - Min G.42 3/8" x 2-1/2" Hex Head Lag Screw - Zinc Plated Steel 3/8" Washer Zinc Plated Steel 1-1/2" Minimum Concrete - 2500 Min PSI 3/8" Diameter - Expansion Anchor Hilti Kwik Bolt TZ N/A 3" Minimum Steel - Roof Truss 12 Gauge or 1/8" Thick 1/4"-14 Min. 1/2" Through Dril-Flex Self -Drilling Screws N/A 3/8" Minimum 39 Through Penetration and Fire Stops Through floor fire stop support assemblies are used to support duct sections that penetrate a fire resistant floor(s). The full support ring is installed under the double V -band; the struts are connected to the support ring with supplied 5/16"-18 hardware. Once the struts have been connected they are secured to the floor using appropriate type and size fasteners supplied by others. The fire stop support is designed to support the penetrating duct section and maintain annular distance, see Figure 29. When duct systems penetrate a fire resistance rated floor, ceiling and/or a wall, a fire stop kit is used to retain the fire resistance rating on the floor and/or wall. The double wall grease duct (2R, 3R and 3Z) and the fire stop assemblies detailed below have achieved 2 -hour ratings for integrity, insulation and stability. Testing was conducted in accordance with the applicable requirements UL 2221, Test of Fire Resistive Grease Duct Enclosure Assemblies. Table 13 - Opening Size through Penetrations Grease Duct DW-3R/3Z DW-3R/3Z 40 Annular Distance — Fire Stop Grease ducts are to be installed eccentrically or concentrically within the fire stop system. The annular space between the grease duct and the periphery of the opening shall be a minimum of 1" to a maximum of 2" for 1 and 2 hour fire rated floor and wall assemblies. Grease duct will be rigidly supported on both sides of the floor and or wall assembly. The F and T rating for the fire stop systems shown below are rated for 2 hours. The fire stop ratings are applicable only when Specified Technologies Series SSS Latex Intumescent (STI Triple S) Sealant is used. Annular distance is measured perpendicular from the outside of the grease duct to the periphery of the opening. Figure 29 -Annular Distance 1. Floor/Ceiling 2. Duct A. Outer Diameter Opening Plus 3" Maximum B. 1" Minimum Distance C. 2" Maximum Distance D. Duct Outer Diameter Annular Distance — 2R Type HT Clearance Chimney clearance plates are used to maintain clearance to combustibles for 2R Type HT listed chimneys. These clearance plates are not a substitute for through penetration and fire stop plates. Chimney clearance plates are designed to center the chimney in the recommend opening and maintain 2" clearance to combustibles, refer to Figure 30. Chimney clearance plates consist of two half plates; the plates are designed so they are inserted into the opening. They are installed on the bottom side of the floor. Frame or cut the opening in the floor, refer to Table 14. Insert the chimney into the opening, and then insert one half of the clearance plate. Secure the half plate using appropriate hardware for construction per Figure 31. Insert the second half plate and secure. Once both plates are secure, the chimney will be centered in the opening with a 2" clearance to combustibles. 2R Type HT chimney requires 2" minimum annular distances in an unenclosed installation. WARNING: Clearance (air space) to combustibles must be free from any type of insulation. Figure 30 - Clearance Plates 1. Hardware 2. Combustible Surface 3. Clearance Plates A. 2" Reduced Clearance B. 2R Shell plus 4-1/2" C. 2R Shell Outer Diameter 41 �J O 1 II ia1Tt --, I ° WARNING: Clearance (air space) to combustibles must be free from any type of insulation. Table 14 - Chimney Clearance Plate DW - 2R Type HT 8" 12" 14"-15" 16-1/2" DW - 2R Type HT DW - 2R Type HT 10" 14" 16"-17" 18-1/2" DW - 2R Type HT DW - 2R Type HT 12" 14" 16" 16" 18"-19" 20-1/2" 18" 20" - 21" 22-1/2" 20" 22" - 23" 24-1/2" Figure 31 - Chimney Clearance Plates 4 1. Joist 2. Floor 3. Clearance Plates - Shown Installed 4. Clearance Plate Hardware 5. Inside Chimney 6. 2R Shell 42 7. Clearance Plate 1 8. Clearance Plate 2 A. 2R Shell plus 4-1/2" B. Opening 2R Shell plus 4" C. Floor Opening, Refer to Table 14 Floor and Ceiling Fire Stop Installation 1. Cut an opening in the floor/ceiling that is a minimum of 2" and maximum of 3" larger than the outside diameter of the duct being installed, refer to Table 13. 2. The grease duct can be installed eccentrically or concentrically within the opening. The distance from the outside of the grease duct to the periphery of the opening cannot exceed 2". The maximum annular distance allowed is 2", refer to Figure 29. 3. Apply a continuous 1/2" bead of STI Triple S intumescent around the fire plates. The fire plates are designed to fit around the duct and overlap by 1". 4. The fire plates are installed on the bottom side of the floor/ceiling. Push the plates up to the floor/ ceiling so the intumescent seals the plates against the floor/ceiling. Then secure using 1/4"-20 x 1-1/2" long concrete fasteners where the plates overlap, secure using 1/4"-20 x 1" sheet metal screws. 5. Seal the topside using the intumescent seal around the duct and fire plates. Seal the edge of the opening to the fire plates. 6. Fill the cavity using four layers of insulation, make sure that all voids are filled. The insulation is fully compressed into the opening until it is 3/4" from the top of the opening. 7. Cover the compressed insulation with intumescent. Continue until the intumescent is level with the top of the opening. The intumescent should overlap on to the floor/ceiling, ensuring there are no gaps between the edges of the opening or the duct outer shell. 8. Wrap one layer of 1" x 12" provided insulation around the base of the duct and enclose with the half enclosure bands. The insulation and bands should be touching the intumescent, do not disturb or compromise the intumescent when installing. The enclosure bands are assembled using 1/4"-20 x 3/4" hardware. 9. Install the vertical fire stop support; ensuring the full support ring is installed under the double V -band. Once in place, the legs are secured to the floor/ceiling using appropriate type and size fasteners. Figure 32 - Floor and Ceiling Fire Stop Installation 1. Top Side 2. Duct Section 3. Intumescent Sealant 4. Concrete Screws 5. Fire Plates 6. Fire Plate - Shown secured to substrate 7. Insulation 8. Half Closure Bands 9. Double V band 10. Vertical Support 11. Half Closure Bands - Shown secured 12. Concrete Anchors A. Floor Opening, refer to Table 13. 43 Wall Fire Stop Installation 1. Cut an opening in the wall that is a minimum of 2" and maximum of 3" larger than the outside diameter of the duct being installed, refer to Table 13. 2. The grease duct can be installed eccentrically or concentrically within the opening. The distance from the outside of the grease duct to the periphery of the opening cannot exceed 2". The maximum annular distance allowed is 2", refer to Figure 29. 3. Apply a continuous 1/2" bead of STI Triple S intumescent around the fire plates. The fire plates are designed to fit around the duct and overlap by 1". 4. The fire plates are installed on the backside of the wall. Push the plates up to the wall so the intumescent seals the plates against the wall. Then secure using 1/4"-20 x 1-1/2" long concrete fasteners where the plates overlap, secure using 1/4"-20 x 1" sheet metal screws. 5. Apply a 3/4" covering of intumescent sealant to the inside of the fire plates installed on backside of the wall. The sealant should be smooth and without any gaps on the edges of the opening or outside of duct. 6. Fill the cavity using the insulation provided, ensuring that all voids are filled. The insulation is fully compressed into the opening until it is 3/4" from the edge of the opening in the wall. 7. Cover the compressed insulation with intumescent. Continue until the intumescent is flush with the edge of the wall opening. The intumescent should overlap on to the wall, ensuring there are no gaps between the edges of the opening or the duct outer shell. 8. Install the fire plates on the front side of the wall. Push the plates up to the wall so the intumescent seals the plates against the wall. Then secure using 1/4"-20 x 1-1/2" long concrete fasteners where the plates overlap secure using 1/4"-20 x 1" sheet metal screws. 9. Wrap one layer of 1" x 12" provided insulation around the base of the duct and enclose with the half enclosure bands. The insulation and bands should be touching the intumescent. The enclosure bands are assembled using 1/4"-20 x 1" hardware. This is done on the front and back of the wall. 10. Horizontal supports are used to support the duct on either side of the wall. Refer to Figure 15 for details. 1. Fire Plates 2. Wall 3. Insulation 4. Duct Section 5. Intumescent 6. Concrete Screws 7. Half Closure Bands 8. Horizontal Support 9. 1/4"-20 Hardware Figure 33 - Wall Fire Stop Installation 44 Grease Duct Assembly The illustrations shown provide useful information on the installation of grease duct systems. Each installation is specific to the application and the job site. If you encounter a situation not covered by this illustration, refer to the guide or consult the factory. The grease duct systems illustrated in this manual have been tested to and comply with UL 2221. Tests of Fire Resistive Grease Duct Enclosure Assemblies. Adjustable duct and standard ducts are used to terminate at the transition plate. The duct section is fully welded to the transition plate at the factory. Figure 34 - Grease Duct Installation Guide Details View 1 1. Exhaust Fan 2. Vented Curb 3. Roof 4. Adjustable Duct 5. Double V -band 6. Standard Duct Length 7. Insulated Access Door Cover/Tee - Provided when there is a change in direction. 8. 1/2" Threaded Rod - Minimum size 9. Duct Sensor 10. Exhaust Hood 11. Riser Cover 12. 45 Degree Elbow 13. First Vertical Support - Located at joint #1, after a change in direction. Installed under the double V -band. 14. Second Vertical Support - Installed under the double V -band. A. Horizontal Support Spacing, refer to Table 5 B. Vertical Support Spacing, refer to Table 6 45 The illustrations shown provide useful information on the installation of grease duct systems. Each installation is specific to the application and the job site. If you encounter a situation not covered by this illustration, refer to the guide or consult the factory. The grease duct systems illustrated in this manual have been tested to and comply with UL 2221, Tests of Fire Resistive Grease Duct Enclosure Assemblies. Adjustable duct and standard ducts are used to terminate at the transition plate. The duct section is fully welded to the transition plate at the factory. Figure 35 - Grease Duct Installation Guide Details View 2 1. Exhaust Fan 2. Vented Curb 3. Roof 4. Adjustable Duct 5. Double V -band 6. Standard Duct Length 7. Insulated Access Door Cover/Tee - Provided when there is a change in direction. 8. Riser Cover 9. Exhaust Hood 10. First Vertical Support - Located at joint #1, after a change in direction. Installed under the double V -band. 11. Second Vertical Support - Installed under the double V -band. A. Horizontal Support Spacing, refer to Table 5 B. Hood Width 46 The illustrations shown provide useful information on the installation of grease duct systems. Each installation is specific to the application and the job site. If you encounter a situation not covered by this illustration, refer to the guide or consult the factory. The grease duct systems illustrated in this manual have been tested to and comply with UL 2221, Tests of Fire Resistive Grease Duct Enclosure Assemblies. Adjustable duct and standard ducts are used to terminate at the transition plate. The duct section is fully welded to the transition plate at the factory. Figure 36 - Grease Duct Installation Guide Details View 3 O 0 odao 00 0Co0 O 1. Exhaust Fan 2. Adjustable Section - Terminates at transition plate. 3. Vertical Support - Installed under V -band. 4. Standard Duct Length 5. Exhaust Hood 6. Duct Sensor 7. Riser Cover 8. Double V -band 9. Roof 10. Vented Curb 47 Chimney Assembly The illustrations shown provide useful information on the installation of a chimney system. Each installation is specific to the application and the job site. If you encounter a situation not covered by this illustration, refer to the guide or consult the factory. The chimney systems illustrated in this manual have been tested to and comply with UL 103 Type HT, Factory -Built Chimneys for Building Heating Appliances. Chimney needs to be installed additionally in accordance with NFPA 211. Figure 37 - Chimney Installation Guide Details View 1 1. Vent Cap 2. Top Riser Cover and V -band 3. Vented Curb 4. Chimney Shell 5. Wall 6. Vertical Wall Support 7. Appliance 8. Top Riser Connection 9. Clearance Plate 10. Cap 11. Airshaft 12. Flange Ring 13. End Cap 14. Single V -band 15. Transition Plate 16. Substrate Surface 17. Connection to Appliance - May be welded/ bolted or field installed. A. Roof support assembly without support - Maximum distance is 8'. B. Vertical Support Spacing, refer to Table 6 48 • The illustrations shown provide useful information on the installation of a chimney system. Each installation is specific to the application and the job site. If you encounter a situation not covered by this illustration, refer to the guide or consult the factory. The chimney systems illustrated in this manual have been tested to and comply with UL 103 Type HT, Factory -Built Chimneys for Building Heating Appliances. Chimney needs to be installed additionally in accordance with NFPA 211. There is no limit on the angle or slope of an offset for gas or liquid fuel burning appliances, but with a solid fuel burning appliance the slope must not be greater than 30 degrees (USA) or 45 degrees (Canada) from vertical. Vents for combination fuel heating appliances which are capable of burning solid fuel or are convertible to solid fuel are limited to the same 30 degrees (US) or 45 degrees (Canada) slope even if the current choice of fuel is gas or oil. Figure 38 - Chimney Installation Guide Details View 2 VERTICAL FLOOR SUPPORT BASE MOUNT CAP. T CLEARANCE PLATE. For Solid Fuel Appliances 1. Vertical Support Plate 2. Vertical Support Ring 3. Substrate 4. 5/16"-18 x 1-1/2" Self Drilling Screws 5. 1/4"-20 Whiz Nuts and Bolts 6. Base Cap 7. Ceramic Gasket 8. Vented Curb 9. Clearance Plate 1 10. Vertical Support 11. Clearance Plate 2 12. Transition Plate 13. Inside Shell 14. Chimney Shell 15. Hardware 49 16. Vertical Floor Support with Threaded Rod 17. 2" Clearance Plates Installed 18. Combustible Surface 19. Chimney Shell 20. Double V -band - Located above support plates. 21. Horizontal Support 22. 1/2" Threaded Rod Minimum A. Floor Opening, refer to Table 14 B. Maximum Angle = Not to exceed 30° USA (45° Canada) when being used with solid fuel C. Vertical Support Spacing, refer to Table 6 D. Horizontal Support Spacing, refer to Table 5 • Methods Used to Test Duct After Assembly Note: The mentioned leakage tests are not specific to the listing(s) requirements of the system being tested. Local codes and regulations should be consulted before final inspection. In absence of local codes and regulations, refer to the latest edition of the International Mechanical Code (IMC) Chapter 5, Exhaust Systems for inspection and testing requirements. Method 1 — Light Test per IMC 506.3.2.5 Prior to the concealment of any portion of a duct system, a leakage test shall be performed. Ducts shall be considered to be concealed where installed in shafts or covered by coatings or wraps that prevent the ductwork from being visually inspected on all sides. The permit holder shall be responsible to provide the necessary equipment and perform the duct leakage test. A light test shall be performed to determine that all welded and brazed joints are liquid tight. A light test shall be performed by passing a lamp having a power rating of not less than 100 watts through the entire section of ductwork to be tested. The lamp shall be open so as to emit Tight equally in all directions perpendicular to the duct walls. A test shall be performed for entire duct system, including the hood -to -duct connection. The ductwork shall be permitted to be tested in sections, provided that every joint is tested. For listed factory -built grease ducts, this test shall be limited to duct joints assembled in the field and shall exclude factory welds. Method 2 — Smoke Test After the ductwork has been installed allow the listed sealant to cure for a minimum of 24 hours. Smoke bombs are lit and placed at the bottom of the duct system, natural upwards drafts will pull the smoke to the top of the duct system. Various length duct runs may require multiple smoke bombs. Once the smoke has reached the top of the duct run, cap the duct securely. Inspect all joints for leakage. Method 3 — Pressure Testing per SMACNA's HVAC Air Duct Leakage Testing and balancing shall be performed prior to the pressure duct leakage test. A duct pressure test shall be performed during initial installation by the permit holder or its testing agency using the appropriate local code testing procedure. This test must be performed as a rough inspection prior to being covered, concealed, insulated or wrapped before final installation to the exhaust fan, kitchen exhaust hood, or other equipment. In the absence of any local code testing procedures, use SMACNA's HVAC Air Duct Leakage Test Manual for inspection and testing guidelines. If the duct system is modified or renovated, the entire system will require re -testing. 50 GENERAL DUCT WEIGHTS The average weight of the duct, per foot of length, can be calculated using the following formulas below. Duct design should provide adequate support to ensure duct components are not overloaded. Weight — DW -2R The following formula can be used to approximate the weight of total length of DW -2R double wall duct. Inner Shell + Outer Shell + Insulation or (.0327*L*D) + [.0218*L*(D+4)] + [.0364*L*(D+2)]. Weight — DW -3R The following formula can be used to approximate the weight of total lengths of DW -3R double wall duct. Inner Shell + Outer Shell + Insulation or (.0327*L*D) + [.0218*L*(D+6)] + [.0436*L*(D+3)]. Weight — DW -3Z The following formula can be used to approximate the weight of total lengths of DW -3Z double wall duct. Inner Shell + Outer Shell + Insulation or (.0327*L*D) + [.0218*L*(D+6)] + [.0491*L*(D+3)]. Weight — Example The "D" value in the formulas above represents the inner duct diameter in inches. The "L" value in the formulas above represents the total length in inches. Duct system: DW -3Z, 12" inner duct, 100 FT long. Using the DW -3Z formula above, (.0327*1200*12) + (.0218*1200*18) + (.0491*1200*15) = 1825 lbs. 51 CLEANING & MAINTENANCE RECORD Date Service Performed Factory Service Department Phone: 1-866-784-6900 Fax: 1-919-554-2415 52 Simple. Smart. XD -9002A GA-AKSWD-HD 07/28/2014 XLT Oven & AVI Hood Technical/Rough-In Specifications for Gas & Electric Ovens & Hoods This appliance as for professional use by qualified personnel. This appliance must be installed by qualified persons in accordance with the regulations in force. This appliance must be installed with sufficient ventilation to prevent the occurrence of unacceptable concentrations of substances harmful to health in the room in which it is installed. This appliance needs an unobstructed flow of fresh air for CAUTION satisfactory combustion & must be installed in a suitably ventilated room in accordance with current regulations. This appliance should be serviced by qualified personnel at least every 12 months or sooner if heavy use is expected. Electronic copies of the Installation & Operation Manual, Parts & Service Manual, Architectural Drawings, & a list of International Authorized Distributors are available at: www.xltovens.com For use with the following XLT Gas & Electric Oven Versions: Australian (AE) D R• ,ON FCC CODkok3OVPLIAritE APPROVED MAR 21 2018 Cty • of �M-.tit �lln� i�t�,''�ie►l�k�� US: 888-443-2751 For use with the following AVI Hood Versions: Standard (S) D World (W) D RECEIVED CITY OF TUKWILA ETA E Intertek Intertek 0359 N4279 2000887 XLT Ovens PO Box 9090 Wichita, Kansas 67277 FAX: 316-943-2769 INTL: 316-943-2751 WEB: www.xltovens.com FEB 282018 PERMIT CENTER l8- 0033 2 TYPICAI. STORE INSTALLATION Duct Wrap . er Roof Curb Welded Duct Exhaust Fan Roof Top Unit (RTU) Fire Suppression Box Service Panel Typical Store Installation Revision Revision Histo Table Comments Date A New Reigase 07/28/2014 IllEiNIMMITII Technical Support US: 888-443-2751 XILT Simple. Smart. Technical Support INTL: 316-943-2751 TABLE ON CONTENTS 3 Typical Store Installation 2 Warning & Safety Information 4 Descriptions 5 Oven Electrical Requirements 6 Hood Electrical Requirements 7 Gas Requirements 8 Fire Suppression 10 Oven Dimensions 12 Hood Dimensions 14 Ventilation Requirements 16 Pre -Installation Checklist 17 Exhaust Fan Specifications 18 This document is intended for use by general contractors, architects, sub -contractors and store owners to provide information during the planning & pre -installation phases of installing XLT Ovens & AVI Hoods. Please refer to the XLT Installation & Operation Manual for instruc- tions on the assembly and utility hook-up phase of the project. The process of getting a facility configured to owners' expectations can be difficult and frustrating, or it can be accomplished smoothly and on time. The information presented here can help move the "D" portion of the image below towards "on time" and "under budget". fir** 0 c u • DELA The end goal is to obtain an occupancy permit from the Authority Having Jurisdiction (AI -IJ). A thorough understanding of the prevailing local codes can expedite this process and pre- vent unexpected surprises. Proper planning and execution will allow the successful installation of new ovens and hood in an existing store overnight with NO downtime. The purpose of building codes is to provide minimum standards for the protection of life, limb, property, environment, the safety and welfare of the consumer, general public, and the own- ers and occupants of structures regulated by codes. Building codes are constantly changing and they can vary by state, county, city , town, and/or borough. While some states like California, Florida, Massachusetts, Michigan, and New York have their own set of building codes, most states have adopted the International Code Council (ICC) series of codes. Always check with your local building code department in order to learn which codes are being used and how they will affect you and your construction project. You may want to start by contacting your local inspection de- partment, office of planning and zoning, and/or department of permits. The information presented here has been proven to satisfy the latest code requirements. Technical Support US: 888-443-2751 Simple. Smart. Technical Support INTL: 316-943-2751 4 WARNING & SAFETY INFORMATION The information contained in this manual should be distributed and read by all parties in- volved in procuring and installing this equipment prior to any work being performed. To ensure an smooth installation the pre -installation checklist found in the back of this manual must be reviewed before the XLT equipment is scheduled to arrive. It is also advisable that a schedule be developed by the general contractor to ensure all ac- tivities are completed in the proper sequence and performed by the proper personnel. XLT will assist in the coordination of disseminating information and scheduling the deliv- ery of equipment. Please contact XLT or your distributor for additional assistance. XLT wants you to be totally satisfied with every aspect of owning & using your oven & hood. Your feedback, both positive & negative, is very important to us as it helps us understand how to improve our products & our company. Our goal is to provide you, our customer, with equipment that we can be proud to build & you can be proud to own. To receive technical support for the oven or hood you purchased, contact XLT anytime day or night, 365 days per year. Please be prepared to provide the Model & Serial Number. Installation of all gas appliances & ventilation exhaust hoods should only be per- formed by a qualified professional who has read & understands these instructions & is familiar with proper safety precautions. Read this manual thoroughly before in - WARNING stalling or servicing this equipment. • All electrical connections must be made by a qualified electrician in accordance with NEC, OSHA, and all applicable national, state, and local codes. • All plumbing connections must be made by a qualified plumber in accordance with all applica- ble national, state, and local codes. • All HVAC components must be made by a qualified mechanical contractor in accordance with national, state, and local codes. • All ovens must have their own separate electrical circuit. • All systems in the AVI Hood must have their own separate electrical circuit. • Each XLT Oven must have it's own gas shut-off valve. XLT Ovens reserves the right to make changes in design & specifications, and/or make ad- ditions to or improvements to its product without imposing any obligations upon itself to install them in products previously manufactured. Technical Support US: 888-443-2751 XV. Simple. Smart. Technical Support INTL: 316-943-2751 DESCRIPTIONS 5 This manual covers the following XLT GAS Oven & AVI Hood models: Ovens Hoods Australia Korea Standard World Standard World X3D-1832-AE X3D-1832-K X3D-1832-S X3D-1832-W H3D-1832-S H3D-1832-W X30 -1855 -AE MD -1855-K X3D-1855-S X3D-1855-W H3D-1855-S H3D-1855-W X3D-2440-AE X3D-2440-K X3D-2440-S X3D-2440-W H3D-2440-S H3D-2440-W X3D-3240-AE X3D-3240-K X3D-3240-S X3D-3240-W H3D-3240-S H3D-3240-W X3D-3255-AE X3D-3255-K X3D-3255-S X3D-3255-W H3D-3255-S H3D-3255-W X3D-3270-AE X3D-3270-K X3D-3270-S X3D-3270-W H3D-3270-S H3D-3270-W X3D-3270-2B-AE X3D-3270-2B-K X3D-3270-2B-S X3D-3270-2B-W H3D-3270-2B-S H3D-3270-2B-W X3D-3855-AE X3D-3855-K X3D-3855-S X3D-3855-W H3D-3855-S H3D-3855-W X3D-3870-AE X3D-3870-K X3D-3870-S X3D-3870-W H3D-3870-S H3D-3870-W X3D-3870-2B-AE X3D-3870-2B-K X3D-3870-2B-S X3D-3870-2B-W H3D-3870-2B-S H3D-3870-2B-W The first 2 digits of the model number represent the conveyor width & the last two digits indicate the bake chamber length. The ovens may be used as a single, double, or triple oven stack configuration. All ovens are available in (NAT) Natural Gas or (LP) Liquid Petroleum gas. (Electric ovens are also available). The 3270-2B & 3870-2B models have two burners, one on each side, & have two control boxes. All other models have only a single burner with a single control box that can be supplied on either end. All models can be configured for a split belt con- veyor. • All installations must conform to local building & mechanical codes. • Utilities must be easily accessible when the ovens are in the installed position. Do not in- stall utilities directly behind the ovens. • In Australia follow AS/NZS 3000 Wiring and AS5601 Gas Installation. Additional restrictions apply. Please see the XLT Installation & Operation Manual for more de- tails. CERTIFICATIONS For a complete list of Certifications, please see the XLT Installation & Operation Manual. Technical Support US: 888-443-2751 Simple. Smart. Technical Support INTL: 316-943-2751 6 OVEN ELECTRICAL REQUIREMENTS Gas Oven Electrical Requirements Per EACH Own Oven Modj Standard Australia& World Korea Volts AC Amps Hertz Volts AC. Amps Hertz Volts AC Watts Hertz 1832 44/38 6 380 24 3 3 16 1855 208/240/480 1855 48 6 2440 208/240/480 3 41 27 3240 208/240/480 2440 41 6 3255 208/240/480 3 48 32 660 208/240/480 88/77/38 48 32 3240 4 Wire Service - L1, L2, L3 +1 Ground (per oven) 5 Wire Service - L1, L2, L3 N +2 Grounds er oven,.. 32553 120 VAC 6 220/230/ 220 3270 leo 6 50/60 240 VBAC 3 50/60 VAC 10 60 3270-2B 12 6 1320 3855 6 3 660 3870 6 3 3870-2B 12 6 1320 FOR EACH GAS OVEN: • A separate 20 amp circuit breaker must be provided for each oven deck. • Electrical connections must be accessible when the ovens are in the installed position. • Electrical connections must meet all local code requirements. Electric Oven Electrical Requirements Per EACH Own Oven 94e1 STANDARD WORLD ALL Volts AC Amps Hertz Volts AC Amps Hertz Phase KW , 1832 208/240 44/38 60 380 24 50 3 16 1855 208/240/480 88/77/38 48 32 2440 208/240/480 75/65/33 41 27 3240 208/240/480 75/65/33 41 27 3255 208/240/480 88/77/38 48 32 3855 208/240/480 88/77/38 48 32 _ .... 4 Wire Service - L1, L2, L3 +1 Ground (per oven) 5 Wire Service - L1, L2, L3 N +2 Grounds er oven,.. A DISCONNECT MUST BE INSTALLED IN ACCORDANCE TO LOCAL BUILDING CODES: • Oven O eratin ' Tem i erature Ra Technical Support US: 888-443-2751 1 Simple. Smart. Technical Support INTL: 316-943-2751 HOOD ELECTRICAL REQUIREMENTS 7 Inputs into VFD Box Outputs from Junction Box The AVI Hood system provides: • One (1) switching outputs for HVAC damper and/or dedicated unit. (Optional 2-3 add-on) • One (1) 230 VAC, 10 Amp, variable frequency, three phase power output for the ventilation exhaust fan. • Up to Three (3) receptacles for ovens. (Gas Only) • One (1) 120 VAC fire alarm signal for Standard hoods, or one (1) 24 VAC fire alarm signal for World Hoods For Oven & Hood installations with the VFD option, all electrical connections are made in the junction box located on the right rear corner of the upper portion of the hood. Power for the exhaust fan is provided from the VFD controller. Optional fire suppression & MUA damper relay connections may also be made in the junction box. For Oven & Hood installations without the VFD option only the lighting and oven recepta- cle connections are made in the junction box. Ovens without a AVI hood are plugged into the re- ceptacles on the wall. Technical Support US: 888-443-2751 Simple. Smart. Technical Support INTL: 316-943-2751 AVI Hood Electric Utility Specifications # of Circuits Rating Purpose Standard 1 208/240 VAC, 1 Phase, 60 Hz, 6 Amp VFD Controller up to 3 120 VAC, 1 Phase, 60 Hz, 20 Amp Ovens World 1 230 VAC, 1 Phase, 50 Hz, 6 Amp VFD Controller up to 3 230 VAC, 1 Phase, 50 Hz, 10 Amp Ovens Outputs from Junction Box The AVI Hood system provides: • One (1) switching outputs for HVAC damper and/or dedicated unit. (Optional 2-3 add-on) • One (1) 230 VAC, 10 Amp, variable frequency, three phase power output for the ventilation exhaust fan. • Up to Three (3) receptacles for ovens. (Gas Only) • One (1) 120 VAC fire alarm signal for Standard hoods, or one (1) 24 VAC fire alarm signal for World Hoods For Oven & Hood installations with the VFD option, all electrical connections are made in the junction box located on the right rear corner of the upper portion of the hood. Power for the exhaust fan is provided from the VFD controller. Optional fire suppression & MUA damper relay connections may also be made in the junction box. For Oven & Hood installations without the VFD option only the lighting and oven recepta- cle connections are made in the junction box. Ovens without a AVI hood are plugged into the re- ceptacles on the wall. Technical Support US: 888-443-2751 Simple. Smart. Technical Support INTL: 316-943-2751 8 GAS REQUIREMENTS Gas Oven Fuel Pressure Re i uirements Models Inlet Pressure Range Manifold Pressure Natural Gas LP Gas Natural Gas LP Gas W/C i mbar kPa W/C mbar kPa W/C mbar kPa W/C mbar kPa All 6-14 15-35 1.5-3.5 11.5-14 27.5-35.0 2.75-3.50 3.5 8.75 0.875 10 25 2.5 w Oven Model Gas Oven Heating Values & Orifice Sizes Heating Values I v Orifice Sizes Standard, Korea, World & A tralia ° All Fuels Standard, Korea, Australia NAT World & - A...,. LP BTU/IIR KW/HR MJ/HI( Inches MM Inches MM 1832 47,700 13.97 50.32 0.125 3.18 0.081 2.06 1855 76,500 22.42 80.71 0.156 3.96 0.096 2.44 2440 67,200 19.69 70.89 0.144 3.66 0.089 2.26 3240 96,100 28.14 101.39 0.170 4.31 0.111 2.82 3255 119,900 35.11 126.5 0.191 4.82 0.116 2.95 3270 150,000 43.96 158.25 0.221 5.61 0.136 3.45 3270-2B 140,800 41.23 148.55 0.144 3.66 0.096 2.44 3855 142,200 41.64 150.02 0.209 5.31 0.125 3.18 3870 150,000 43.69 158.25 0.221 5.61 0.136 3.45 3870-2B 137,900 40.38 145.49 0.144 3.66 0.096 2.44 • Utilities must be easily accessible when the ovens are in the installed position. Do not install utili- ties behind the ovens. Gas Manifold GSF O 11111=1111111 /111111=111 4- 3.00 [76] 6.00 [152] Electrical Supply 48.00 [1219] 42.00 [1067] 1 Technical Support US: 888-443-2751 Technical Support INTL: 316-943-2751 Simple. Smart. GAS REQUIREMENTS 9 The gas supply should have a gas meter & regulator large enough to handle all of the gas appliances, such as the furnace, water heater, & ovens, in operation at the same time. Add up all of the BTU / kw / MJ ratings to determine the total load. Gas hose assemblies with quick discon- nects for each oven deck will be installed at each valve during oven installation when purchased. GAS MANIFOLD WITH SEDIMENT TRAP A sediment trap must be installed by the owner and/or General Contractor as close as prac- tical to the inlet of the oven at the time of installation. This requirement is in keeping with ANSI Z223.1-2012/NFPA 54-2012, section 9.6.7. The design shown below will effectively keep all con- taminates from getting into the gas valves in the ovens. The cost to construct the gas manifold is extremely inexpensive compared to the costs associated with oven failure, such as downtime, re- placement parts, and service call labor. Failure to install a sediment trap will void the product war- ranty. The Gas Supply manifold is available from XLT upon request. • A minimum of a 1 1/2 supply line is required. Item # 1 DescriptionQty 3/4 Manual Gas Valve 3 2 1-'/2 Ball Valve 1 3 3/4 x 3 Nipple 3 4 1-1/2 Pipe Cap 1 5 1-'/2 x 10 Nipple 2 6 1-1/2 x 3 Nipple 2 7 1-1/2 x 5 Nipple 1 8 1-'/2 Tee 1 9 1-1/2 x'/4 x 1-1/2 Reducing Tee 2 10 1-1/2 x'/4 Reducing Elbow 1 • Do not use Teflon tape on gas line connections as this can possibly cause gas valve mal- function or plugging of orifices from shreds of tape. Use of Teflon tape WILL VOID warranty. Technical Support US: 888-443-2751 Simple. Smart. Technical Support INTL: 316-943-2751 10 FIRE SUPPRESSION In the event you are required to install fire suppression, XLT offers an accessory kit for ov- ens, and also fire suppression piping for the AVI hood as an option. The Engineers at XLT have designed the fire suppression system for XLT ovens and AVI hoods to meet ICC and NFPA codes. Field installations can be more expensive, less effective, and can interfere with daily operations and maintenance. A fire suppression system consists of five (5) main components: Manual Pull Station Main Cabinet that houses the tank and valve Mechanical Gas Valve Oven Piping & Nozzles Hood Piping & Nozzles All of these elements need to be interconnected mechanically with wire rope cables, and a piping system must connect the tank with fire agent to the nozzles in both the oven and hood. The fire suppression system can be activated by either manually pulling down on the han- dle, or whenever the temperature rises high enough to melt a link in the hood. When the link melts or the handle is pulled, spring tension opens the valve which releases the agent contained in the tank and then sprays through nozzles mounted in both the oven and hood. EXPLODED VIEW OF OVEN FIRE SUPPRESSION Technical Support US: 888-443-2751 Simple. Smart. Technical Support INTL: 316-943-2751 FIRE SUPPRESSION 11 .f4.f.f44.104.t4.td• .f.f; •itt•t•i ri-vrr trr4t'rt TRANSPARENT VIE t..i.r... 1 { •.I V• ottif FIRE SUPPRESSION Technical Support US: 888-443-2751 >1 Simple. Smart. Technical Support INTL: 316-943-2751 rpm. rrr •i 4.14144.41.14.41.1. 4.11dad 1'0 tttt•vtt4tttt•f ',. .ed.r r.rd.twXtra.l}f.l.rt.r] .f4.f.f44.104.t4.td• .f.f; •itt•t•i ri-vrr trr4t'rt TRANSPARENT VIE t..i.r... 1 { •.I V• ottif FIRE SUPPRESSION Technical Support US: 888-443-2751 >1 Simple. Smart. Technical Support INTL: 316-943-2751 12 OVEN DIMENSIONS v Q Technical Support US: 888-443-2751 Simple. Smart. N 0 Technical Support INTL: 316-943-2751 OVEN DIMENSIONS 13 NOTE: All dimensions in inches [millimeters], ± 1/4 [6], unless otherwise noted. All weights in pounds [kilograms] unless otherwise SINt;{ . -,-,F' OVEN„ _ .. A . . B C D _ E F G H J _..,OVEEI+I. WEIGHT CRATD WEIGHT 1832 18 32 48 3/8 70 1/4 67 1/4 42 3/4 32 N/A N/A 477 612 14571 [8131 [1229] [1784] [17081 [10861 [813] 1.2161 (2781 1855 18 55 48 3/8 93 1/4 901/4 42 3/4 32 N/A N/A 624 802 [4571 [13971 (12291 [2369] [22921 [10861 1.8131 [2831 [3641 2440 24 40 54 3/8 78 1/4 75 1/4 42 3/4 32 N/A N/A 543 698 [6101 (10161 [1381] [19881 [1911] [10861 [8131 (2461 1-3171 3240 32 40 62 3/8 78 1/4 75 1/4 42 3/4 32 N/A N/A 629 787 (8131 [10161 [1584] [19881 [1911] [10861 [813] [2851 [3571 3255 32 55 62 3/8 93 1/4 90 1/4 42 3/4 32 N/A N/A 757 935 [8131 (13971 [15841 [2369] [22921 [1086] f 813 [343] [4241 3270 32 70 62 3/8 108 1/4 105 1/4 42 3/4 32 N/A N/A 879 1071 [8131 [17781 [15841 [27501 [26731 [10861 [8131 [3991 [4861 3270-2B 32 70 62 3/8 111 105 1/4 42 3/4 32 N/A N/A 985 1168 [8131 , [17781 [1584] [2819] [2673] [1086] [813] (4471 [530] 3855 38 55 68 3/8 93 1/4 901/4 42 3/4 32 N/A N/A 829 1012 [9651 [1397] [17371 [2369] [2292] [10861 [8131 [3761 [4591 3870 38 70 68 3/8 108 1/4 105 1/4 42 3/4 32 N/A N/A 956 1139 [9651 [1778] [1737] [27501 [2673] [1086] [813] (4341 (517] 3870-2B 38 70 68 3/8 111 105 1/4 42 3/4 32 N/A N/A 1077 1274 [9651 [1778] (17371 [2819] [26731 [1086] [8131 [4891 [578] DOUBLE A B C D E F G H OVEN CRATED STACK J WEIGHT WEIGHT 1832 18 32 48 3/8 701/4 671/4 62 3/4 32 52 N/A 863 1133 [4571 [8131 [12291 [17841 [1708] [15941 [8131 (1321] [3911 (5141 1855 18 55 48 3/8 93 1/4 90 1/4 62 3/4 32 52 N/A 1141 1497 14571 [1397] [12291 [2369] [22921 [15941 [8131 [13211 [5181 [679] 2440 24 40 54 3/8 781/4 75 1/4 62 3/4 32 52 N/A 981 1291 [6101 [10161 [1381] [19881 [19111 [15941 [8131 [13211 [4451 [5861 3240 32 40 62 3/8 78 1/4 75 1/4 62 3/4 32 52 N/A 1142 1458 [8131 [10161 (1584] [19881 [1911] [15941 [8131 (13211 [518] [6611 3255 32 55 62 3/8 93 1/4 901/4 62 3/4 32 52 N/A 1380 1736 [8131 (1397] [15841 [2369] [22921 [15941 [8131 [1321] [6261 [7871 3270 32 70 62 3/8 108 1/4 105 1/4 62 3/4 32 52 N/A 1605 1961 (8131 [17781 (15841 [2750] [2673] [1594] [8131 [13211 1-7281 [8891 3270-2B 32 70 62 3/8 111 105 1/4 62 3/4 32 52 N/A 1817 2201 (8131 [17781 [15841 [2819] [26731 [15941 [8131 [13211 [824] [9981 3855 38 55 68 3/8 93 1/4 90 1/4 62 3/4 32 52 N/A 1513 1879 [965] [13971 [1737] [2369] [2292] [15941 [8131 [13211 [6861 [852] 3870 38 70 68 3/8 108 1/4 105 1/4 62 3/4 32 52 N/A 1742 2108 [9651 [17781 [17371 [2750] [26731 [15941 [8131 [13211 [790] [956] 3870-2B 38 70 68 3/8 111 105 1/4 62 3/4 32 52 N/A 1984 2378 [9651 [17781 [1737] [28191 [2673) [1594) [8131 �1321J 9001 1079] A B C D E F G H J OVEN CRA I'ED STACK . W EIGHT, WEIGHT 1832 18 32 48 3/8 701/4 671/4 67 3/4 17 37 57 1216 1621 [457] [8131 (12291 [1784] [1708] [1721] [432] [9401 [1448] (5521 [735] 1855 18 55 48 3/8 93 1/4 90 1/4 67 3/4 17 37 57 1624 2158 14571 (13971 [1229] [23691 [2292] [1721] [4321 [940] [14481 [7371 [9791 2440 24 40 543/8 781/4 751/4 673/4 17 37 57 1386 1851 [610] [1016] [1381] [19881 [1911] [17211 14321 [940] (1448] [6291 [8401 3240 32 40 62 3/8 78 1/4 75 1/4 67 3/4 17 37 57 1617 2091 [8131 [1016] [1584] [1988] [1911] [1721] [4321 [940] (1448] [7331 [948] 3255 32 55 62 3/8 93 1/4 901/4 67 3/4 17 37 57 1964 2498 [8131 [13971 [1584] [23691 [22921 [1721] [4331 [9411 [1448] [8911 (11331 3270 32 70 62 3/8 108 1/4 105 1/4 67 3/4 17 37 57 2292 2826 [8131 (17781 [1584] [2750] [26731 [17211 [433] [941] [14481 [10401 [12821 3270-2B 32 70 62 3/8 111 105 1/4 67 3/4 17 37 57 2610 3186 [8131 [17781 [15841 [28191 [2673] [17211 [433] [941] [14481 [11841 114451 3855 38 55 68 3/8 93 1/4 901/4 67 3/4 17 37 57 2156 2705 [9651 [13971 [17371 [2369] [22921 [17211 [4331 [941] [14481 [9781 [12271 3870 38 70 683/8 1081/4 1051/4 673/4 17 37 57 2483 3032 [9651 [1778] [17371 [2750] [2673] [1721] [4331 [9411 [14481 (1126] [13751 3870-2B 38 70 68 3/8 111 105 1/4 67 3/4 17 37 57 2846 3437 (965] [17781 [17371 [28191 [2673] [1721] [4331 [941] (14481 [12911 [15591 Technical Support US: 888-443-2751 Simple. Smart. Technical Support INTL: 316-943-2751 14 HOOD DIMENSIONS • C A J H • ALL DIMENSIONS ARE FROM FINISHED FLOOR Technical Support US: 888-443-2751 Simple. Smart. Technical Support INTL: 316-943-2751 HOOD DIMENSIONS 15 Oven Model Hood Dimensions Hood Weights 18xx ,.,,._ _ Crated Weight (2 Crates) A B C D E F 0 H J K Single Double Triple Hood Single Double Triple 1832 34 3/8 88 5/8 18 32 500 30 5/8 [14.16] [14.16] [14.16] [14.16] 540 500 525 455 270 230 265 [14.33] [873] [2251] [457] [813] 778 506 644 828 966 [245] [227] [238] [206] [122] [104] [120] 1855 34 3/8 88 5/8 18 55 [14.16] 30 5/8 [14.16] [14.16] X 620 560 585 545 285 235 265 [23.45] [873] 111.375 [457] [13971 766 J7781 1254 1463 [21.69] [27.61] [281] [254] [265] [247] [129] [107] [120] 2440 40 3/8 96 5/8 24 40 [27.35] 33 5/8 X 766 975 620 570 595 530 295 245 280 X [1026] [2454] [610] [1016] 1463 [854] [27.61] [35.51] [41.43] X [281] [259] [270] [240] [134] [111] [127] 3240 48 3/8 96 5/8 32 40 37 5/8 680 630 655 575 325 265 290 [1229] [2454] [813] [1016] 13 1/2 956 12 69 5/8 89 7/8 91 3/4 [308] [286] [297] [261] [147] [120] [132] 3255 48 3/8 111 5/8 32 55 [343] 37 5/8 [305] [ 1768] [2283] [2330] 740 670 695 630 335 270 290 [1229] [2835] [813] [1397] 956 [336] [304] [315] [286] [152] [122] [132] 3270 48 3/8 126 5/8 32 70 37 5/8 780 705 720 680 340 265 285 3270-2B [1229] [3216] [813] [1778] 956 [354] [320] [327] [308] [154] [120] [129] 3855 54 3/8 111 5/8 38 55 40 5/8 795 720 745 665 355 270 295 [1381] [2835] [9651 [1397] 1032 [361] [327] [338] [302] [161] [122] [134] 3870 54 3/8 126 5/8 38 70 40 5/8 825 750 770 720 365 280 300 3870-2B [1381] [3216] [965] [1778] [1032] [374] [340] [349] [327] [166] [127] [136] NOTE: All values are CFM [M3/Min] unless otherwise noted. NOTE: Figures represent TOTAL VOLUME measured at the duct. Technical Support US: 888-443-2751 Simple. Smart. Technical Support INTL: 316-943-2751 Exhaust Flow Rates VOLUME (min. recommended) Switches On 18xx ,.,,._ _ 24xx 32xx 38xx Top, Middle Bottom Single X 500 500 500 500 [14.16] [14.16] [14.16] [14.16] Double X 500 500 500 500 [14.16] [14.16] [14.16] [14.16] X 506 644 828 966 [14.33] [18.24] [23.45] [27.35] X X 506 644 828 966 [14.33] [18.24] [23.45] [27.35] Triple X 500 500 500 500 [14.16] [14.16] [14.16] [14.16] X 506 644 828 966 [14.33] [18.24] [23.45] [27.35] X 766 975 1254 1463 [21.69] [27.61] [35.51] [41.43] X X 506 644 828 966 [14.33] [18.24] [23.45] [27.35] X X 766 975 1254 1463 [21.69] [27.61] [35.51] [41.43] X X 766 975 1254 1463 [21.69] [27.61] [35.51] [41.43] X X X 766 975 1254 1463 [21.69] [27.61] [35.51] [41.43] NOTE: All values are CFM [M3/Min] unless otherwise noted. NOTE: Figures represent TOTAL VOLUME measured at the duct. Technical Support US: 888-443-2751 Simple. Smart. Technical Support INTL: 316-943-2751 16 VENTILATION REQUIREMENTS Ventilation Requirements A powered ventilation hood is required to remove heat and vapors. Some provision must be made to replenish the amount of air that lls extracted from the building. The hood and HVAC installation must meet local building and mechanical codes. Requirements vary throughout the country depending upon location. Proper ventilation is the oven owner's responsibility. The AVI Hood system is designed to meet all requirements for XLT ovens and it is our recommendation that this system be used. Ventilation Guidelines Obtain information from the authority having jurisdiction to determine the requirements for your installation. Your ventilation hood supplier and HVAC contractor should be contacted to provide guidance. An air balance test is highly recommended, performed by a licensed contractor. A properly engineered and installed ventilation hood and HVAC system will expedite approval, reduce all maintenance costs, and provide a more comfortable working environment. XLT also recommends that the operator switches for the ovens and the operator switch for the exhaust fan be interlocked so that the exhaust fan gets energized whenever the ovens are turned on. For more in- formation, see the following links at xltovens.com: Kitchen Ventilation Design. Guide 1 Kitchen Ventilation Design Guide 2 Kitchen Ventilation Design Guide 3 Kitchen Ventilation Design Guide 4 Ventilation Performance Test Refer to the Installation & Operation manual for AVI Hood Operation Test Technical Support US: 888-443-2751 Simple. Smart. Technical Support INTL: 316-943-2751 PRE -INSTALLATION CHECKLIST 17 There are many things that will help with the installation of XLT equipment, and make for a smooth installation. The following list outlines the tasks necessary for successful installation of ovens and/or hoods, whether the installation occurs in a new store or for the remodel of an existing store. This list is to be used as a checklist to verify all aspects of XLT equipment is installed prop- erly. If any additional information is required please refer to the I&O Manual. Manuals can be found at xltovens.com: ❑Yes ❑No ❑Yes ❑No ❑Yes ❑No ❑Yes ❑No ❑Yes ❑No ❑Yes ❑No ❑Yes ❑No ❑Yes ❑No ❑Yes ❑No ❑Yes ❑No ❑Yes ❑No ❑Yes ❑No ❑Yes ON() ❑Yes ❑No Gas Requirements: • Install adequate size gas lines (2" preferred 1 1/2" minimum) • Install shutoff gas valve for each oven • Install gas meter & regulator (Individual regulator for each oven is pre- ferred) • Verify adequate gas pressure for all equipment in store (Minimum 6" W.C. supplied to ovens with all other equipment running at full load) • Sediment trap must be installed, refer to local code for proper require- ments Electrical Requirements: • Dedicated 20 Amp breaker installed for each gas oven • Dedicated disconnect for each electric oven • All applicable dedicated circuits are installed for the AVI • All circuits are the correct Phase for each piece of equipment Hood Requirements: (If Applicable) • Proper ceiling support is in place for hood installation • Proper ceiling clearance for the AVI • Install Roof Curb • Install Exhaust Fan (Adequate Fan for installation) • Install Duct Technical Support US: 888-443-2751 Simple. Smart. Technical Support INTL: 316-943-2751 18 EXHAUST FAN SPECIFICATIONS (VFD ) Acme Engr & MfzCo Apne Engkleabsg and Manufadwirng Corporation P.O. Boo Ill, Muskogee, OK 74402 NM Deto 1123/2013 2:4t23 PM Swaim View 0 tf aD 9 0 20 41 1159 DIMENSIONS (Inches) I Rough Opening: 14.50 X 14.50 P gectSaraachPad 4303t021. . CustanerAcme Engr & Mfg Co Arctlect Engineer Caaractor: Subtotal by David ODd PDURG Direct Drive Centrifugal Upblast Grease Roof Exhauster Standard Construction Features Atumhxan cub cap btttgrd drain hale Bacoward fKtnod non.ordtwdag munursn wined Caxh.'1 Peel Tfrouph Windbend Discotract swatch Heavy gauge a4minun hous`ng Motor Wangs ere permanertWy kid unless special motor re4ulremcr s aro specified Ouldt Wan hood bashes Restaurant apor.caborn Two-year Millod warranty tkdetuw*en laborataia (111.762) for rastawatt atm* Options 8 Accessorise CR17.5 X 17.5 x 24' High Otannood Curb Sdf Flashing P0U135RG G4 1f2 Hp 23OlTlrca PhessH60000P 1 Speed Energy Efficient l&dor RPM:1725 PERFORMANCE (Altitude • 0 R T - • 68 �: F : r 1 • 7 Oty Model Site POU136RG Volume SP Power Speed TS OV Welpttt (en) (In 09) (MW) cram) rpm) (fpm) (s) Motor Indo. Fan Reg: UL762 CSA HP v n$ Phase Hz End RPI4 Sp1Wdg 1500 1.000 0 442 1623 5738 1333 0.00 1/2 230 3 60 ODP 1725 lSPD SOUND In free_ 5 feel / 1.5 Metas Octave 1 2 3 4 5 6 7 5 LrvA di)A' Sana' Stasi Taw P ower Power 69.8 789 64 6 75.3 55.0 60 6 63.3 53.4 78 5 67.0 15.0 64 20 71. as 2.00 1.E0 1.60 1.40 1.20 1.00 0.80 0.80 0.40 0.20 0.00 -78 o..ara maw resw an laden arias w n.eren.rsr sena N 10 on Man a hmbpnr¢f ale fled cdarCeN par MCA efrdrd 301 VeLen on sheen b !Walden Type A M a.M rrn+p wee we ..us A. AUG amine relays .ad MAIM b .On mires city 424 924 1424 Flow (dm) 1924 2424 0.50 0.45 0.40 0.35 0.30 0.25 0.20 0.15 0.10 0.05 0.00 - Performance System • Operstng Point Poser •-•^• Mn. Paforrnsnos • ()pending Power Orubo a ' ewes ma,pe bchuge eee.caa bow .area neem Mee aria Weal **rap rx eteee.*W preen tab anger mid warn rub Oxnard a.1d W. amarine They as art r.me...y *ow earn cenetwd.n Technical Support US: 888-443-2751 Simple. Smart. 123/2013 2:4823 PM Technical Support INTL: 316-943-2751 EXHAUST FAN SPECIFICATIONS (VFD) 19 Acme Ener & Mt Co Amar Engineering and Manufacturing Corporation P.O. Box 171, Muskoga.. OK 74402 Print Dec 1/23/2013 t411:23 PM OPTIONAL 4•x te•YENT$ .OTO 1i' POLYSTYRENE GASKET K lam--- So. ----• 1 N _.. SOAK -31 H 1MBTD Barium View N 211 14 17.10 14 SO J SO. (K o7') 03.1ENSX NS (blows) CR117.5 X 17.5 x 24' F4pin Gaysncted Curb Se Flabby Hoed Sts 1 CR17.5 X 17.5 Proxa:SuatatPad Location: Custaner.Asmo Emir 61Mg Co Arosect Enpneer. Coctrace r: Submitted byOPAd O0c6 CR Curb, Restaurant Standard Construction Features 1W Par Yate 94skct (TeP lodge) 16 pa gatvanited stud Comma* wddod same Design to cons* weft applaud* NFPA code receirernents ettegral bass prate Two-year Irneed warranty Options & Accessories Sett Flashing wont (lbs) 21.00 rhrwturr wr. ar rie MN ti omep if•VIOMPte slims nob Thus we ideal darts It, anraanr pops wry ad N same .awn Mm b .-- rrrmee rMi I wm Tarr b ad fl mdrop Mr. Baal mWiucran Technical Support US: 888-443-2751 Simple. Smart. 1/23/2013 2:4623 PM Technical Support INTL: 316-943-2751 20 EXHAUST FAN SPECIFICATIONS ( NON-VFD ) Wolfe Electric Inc Acme Engineering and Manufacturing Corporation P.O. Box 978. Muskogee, OK 74102 Pant Date: 7I91201311:4&34 AM B TYPICAL DIA MAY VARY WITH 140T0R SELECTIOf1 Elevation View 2.00 51 roam I-- a A c 0 2833 CO 34.14 DIMENSIONS (inches) Rough Opening: 23.50 X 23.50 Project:PNLJRG 800!1500cfm Location: Customer:Wotfe Electric Inc Arddtect: Engineer. Contractor Submitted by:Jerry Maxey PNURG Belt Drive Centrifugal Upblast Roof Grease Exhauster Standard Construction Features Aluminum curb tap • integral drain hole Backward inclined uarroverioading aluminum wheel Dhconnect Snitch - Weather Resistant Enclosure Iieavy gouge aluminum housing Motor bearings are pernlanerltiy k&ricated unless special motor requirements are specified Pre-{ullr rated bearings in duplex split pi8ow block housing rated at L-50 fife of 200.000 hours - 5 -year limited warranty Quick release hood latches Restaurant applications Two-year Tinted warranty Urtderraueers Laboratories (UL762) for restaurant exhaust Vibration 'station YV! Variable pitch drives designed for 1.5 Service Factor Options & Accessories Fan -to -Curb Hnrge Ltd CR28.5 X 26.5x 18' High Galvanized Curb Self Flashing PNU100RG V2 Hp 115/Single Phase/50 Hz/ODP 1 Speed wITOL Standard Efficiency Motor RPM 1750 Fan -to -Curb Flange IGt PERFORMANCE IAA'litude = 0 ft. Temperature = 88 Dearees F Density = 0.075 IbJTt3 Oty Model Side 1 PI111180RG Volume (dm) SP fin wg) Power (bhp) Speed {rpm) TS OV (fit) Weight (s) Motor Info. Fan Rating: 11L782 CSA HP Volts Phase Hz End RPM SpM1dg 1500 1.000 0.301 1398 8030 1500 148.00 f/2 115 1 80 ODP 1750 1SP0 SOUND ("In free space , 5 feet / 1.5 Meters) Octave 1 2 3 4 5 8 7 8 LwA dBA' Scares'Stmc Ef Toff Sound PtPmmer 70.5 75.0 85.8 83.2 59.7 53.2 72.0 81.4 11.8 85.50 74.80 PIA MCNCM4Mr H1,0 CO+R%1/ MSf,XMToi Mit nMi El3MMl, IM The wenn ratings gYlwl we lout ms values in hemispherical saws a 1.5 ea rat) n s herrisryrnta free Pea calculated per MCA €5smwti xn. Values me sham for Installation Type A tee inlet temLptert a wee evens. The "MCA certieeti ratngS seg ages is anile ratrrgs sad. 2.00 0.50 1.80 0.45 f 1.60 .0.40 •s 1 40 �� 0.35 2 1.20 �. r .0.30 E 1.00 0.25 0.80 r - 0.20 1 0.60 ,,•f'� 0.15 a 0 40 0.10 020 0.05 000 - 0.00 0 400 800 1200 1030 2000 200 800 1000 1400 1800 How (cfm) Performance -•- System • Operaling Power -- Power • Operating Point alaats tame tits the rent b clrarille specIft s arm" nonce. These we teptmt *MIME tf dm rlSaul purpose tr3 anti we car= nein Manor menial ireJalmenn rectucn7Js They OD mfr necessartb slew adult cnnstuat ei Technical Support US: 888-443-2751 0 Simple. Smart. 7/9t2013 11:48:34 AM Technical Support INTL: 316-943-2751 EXHAUST FAN SPECIFICATIONS ( NON-VFD) 21 Wofe Electric Inc Acme Engineering and Manufacturing Co P.O. Sox 978, Muskogee, OK 7 Print Oahe: 7190201311:48:34 AM OPTIONAL 4•x1!" VENTSLOTS Elevation View IC N 2050 23.90 W. POLYSTYRENE GASKET K So. +) N —NF1 $30.(K -3") 4 SQ. (K+7") H 18" STD 1 DIMENSIONS (inches) CR26.5 X 26.5 x 18' High Galvanized Curb Self Flashing Oty Model Sae 1 CR26.5 X 26.5 Project:PNURG 800l1500cim Location: Custorner:Wolfe Electric Inc An tett: Engineer Contractor: Submitted by:Jeny Maxey CR Curb, Restaurant Standard Construction Features 1W polystyrene gasket (Top Ledge) 18 ga. galvanized steel Contirwous weld seams Design to comply with applicable NFPA code requirements Integral base plate Two-year limited warranty Options & Accessories Self Flashktg Weight (lbs) 43.00 Mareasisser reserves the fbi b charge specatatanseablt mace. Tilde we typify sersegs17c nlneene purpose arty and are carrell wain ants for mamal estatatmn rdtmminlhs. They do not necessary, sem anal canseudass Technical Support US: 888-443-2751 Simple. Smart. 710/201311:48:34 AM Technical Support INTL: 316-943-2751 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK. "n GROVE E N - t C: L Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 BRIAN J. SIELAFF, P.E. STRUCTURAL ENGINEERING CALCULATIONS FOR • { COSTCO #006 1 TUKWILA, WA CUSTOM COOLER, INC. TGE PROJECT NO.: TGE17-8723 TGE FIRM NO.: 603490470 roR 4AR 2 1 2U10 6.4 i:11.Uti- i j it- '•_ fes+ , RECEIVE© CITY OF TUKWILA FEB 282018 F4anafire CENTER DESIGN CRITERIA: STRUCTURAL CODE: SEISMIC PARAMETERS: SEISMIC DESIGN CATEGORY: INDOOR INTERNAL PRESSURE: WALL/CEILING DEAD LOAD: INDOOR CEILING LIVE LOAD: 2015 IBC Ss =1.433 Si = 0.534 D 5.0 PSF 3.0 PSF 10.0 PSF 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 1 of 29 STRUCTURAL ENGINEERING CALCULATIONS TAMARACKGROVE L 4 P 1 v V TABLE OF CONTENTS Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Ni.mber: ' TGE17-87233 1 PROJECT INFORMATION 3 2 SCOPE OF WORK 4 3 JURISDICTIONAL INFORMATION ... 4 4 ICC EVALUATION REPORT, PRODUCT SPECIFICATION LITERATURE AND DESIGN AIDS 5 5 GENERAL STRUCTURAL NOTES 6 6 SEISMIC ANALYSIS 7 7 STRUCTURAL ENGINEERING CALCULATIONS 11 8 SOFTWARE PRINTOUTS 18 8.1 HILTI 18 9 MATERIAL AND HARDWARE PRINTOUTS �3 9.1 LARR 25690 �3 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 2 of 29 STRUCTURAL ENGINEERING CALCULATIONS PROJECT INFORMATION Tamarack Grove Engineering TGE Project Number: Date: TGE Contact: TGE Engineer of Record: Project Client Information: Company: Contact: Address: Phone: Email: Client Logo: Project Owner Information: Name: Address: Coordinates: Phone: Email: Site Elevation: TAMARACK F C C Y LIVE AND DEAD LOADS Ceiling Live Load: Ceiling Dead Loads: Steel Facing (ASTM -A-646): Insulation: Miscellaneous: TOTAL: TGE17-8723 1/19/2018 Logan King Brian J. Sielaff, P.E., P. Eng. Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 CUSTOM COOLER INC. Edward Simpliciano 42o E. Arrow Highway San Dimas, CA 91773 909-592-1111 Esimpliciano®a customcooler.com Costco #oo6 ii6o Saxon Dr. Tukwila, WA 88188 (47.444 N, 122.249` W) N/A N/A N/A 10 PSF 1.0 PSF (26 GA. —t = 0.02 inch) 1.o PSF 1.o PSF 3.o PSF 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 3 of 29 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK ` GROVE -.14 G t EL .1 4o Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number:.TGE17-8723 2 SCOPE OF WORK Tamarack Grove Engineering is providing structural engineering calculations for Costco #oo6 cooler box for gravity and lateral loading and redline drawings provided to the client as needed based on calculations. 3 JURISDICTIONAL INFORMATION Seismic Desiign Information: Seismic Parameters: Site Coefficient, FA: Site Coefficient, Fv: Building Design Category: Seismic Design Category: Analysis Procedure Used: Basic Seismic -Force -Resisting -System: Importance Modification Factor, IP: Amplification Factor, ap: Response Modification Factor, Rp: Lateral Pressure Design Information: Internal Wall Pressure Ss =1.433 Si = o.800 SDs = 0.955 SDS = 0.534 g 9 g g 1.000 (IBC Table 1613.3.3(1)) 1.500 (IBC Table 1613.3.3(2)) D ASCE 7-10 Table 20.3-1 D (IBC Table 1613.3.5(1&2)) Equivalent Lateral Force Procedure for Non -Structural Components Bearing Wall System — Light Framed Walls of All Other Materials 1.o ASCE 7-10 Table 13.1.3 1.o ASCE 7-10 Table 13.6-1 2.5 ASCE 7-10 Table 13.6-1 5.o PSF 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 4 of 29 STRUCTURAL ENGINEERING CALCULATIONS T. CK' O Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 4 ICC EVALUATION REPORT, PRODUCT SPECIFICATION LITERATURE AND DESIGN AIDS • CITY OF LOS ANGELES RESEARCH REPORT: RR 25690 FOR CUSTOM COOLER INC. • ICC ESR -3o27, "HILTI KWIK HUS -EZ (KH -EZ) AND KWIK HUS -EZ i(KH-EZ i) CARBON STEEL SCREW ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE" • 2015 NATIONAL DESIGN SPECIFICATION FOR WOOD DESIGN 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 5 of 29 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK'" ` RO 5 GENERAL STRUCTURAL NOTES Project Name: COSTCO #006 Location: T*JKWILA, WA TGE Job Number: TGE17-8723 i. GENERAL STRUCTURAL NOTES: A. CONTRACTOR TO VERIFY ALL OPENINGS, BUILDING DIMENSIONS, COLUMN LOCATIONS AND DIMENSIONS WITH OWNER PRIOR TO SETTING OF ANY COOLER BOXES OR CONSTRUCTION. B. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THESE PLANS UNLESS SUCH CHANGES ARE AUTHORIZED IN WRITING TO THE ENGINEER OF RECORD. C. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFE AND ADEQUATE SHORING AND/OR TEMPORARY STRUCTURAL STABILITY FOR ALL PARTS OF THE STRUCTURE DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR FINAL CONFIGURATION. D. NOTCHING AND/OR CUTTING OF ANY STRUTURAL MEMBER IN THE FIELD IS PROHIBITED, UNLESS PRIOR CONSENT IS GIVEN BY THE ENGINEER OF RECORD. 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 6 of 29 STRUCTURAL ENGINEERING CALCULATIONS 6 SEISMICANALYSIS EMS Design Maps Detailed Report 2012/2015 International Building Code (47.44478°N, 122.24954°W) Site Class D - "Stiff Soil", Risk Category 1/I1/111 Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number. TGE17-8723 Section 1613.3.1 — Mapped acceleration parameters Note: Ground motion values provided below are for the direction of maximum horizontal spectral response acceleration. They have been converted from corresponding geometric mean ground motions computed by the USGS try applying factors of 1.1 (to obtain S,) and 1.3 (to obtain S,). Maps in the 2012/2015 International Building Code are provided for Site Class B. Adjustments for other Site Classes are made, as needed, in Section 1613.3.3. From F'iaure 1613,3,1(1)' S = 1.433 g From figure 1613.3.1(21M S = 0.534 g Section 1613.3,2 — Site class definitions The authority having jurisdiction (,not the USGS), site-specific geotechnical data, and/or the default has classified the site as Site Class D, based on the site soil properties In accordance with Section 1613. Site Class 2010 ASCE-7 Standard - Table 20.3-1 SITE CLASS DEFINITIONS v- , Ti or N,• s� A, Hard Rock >5.000 ft/s N/A N/A B. Rock 2,500 to 5,000 f1/s N/A N/A C. Very dense sod and soft rock 1,200 to 2,500 ft/s >50 >2,000 psf D. Stiff Soil 600 to 1,200 ft/s 15 to 50 1,000 to 2,000 psf E. Soft clay soil <600 ft/s <15 <1,000 psf Any profile with more than 10 It of soil having the characteristics: • Plasticity index P1 > 20, • Moisture content w ? 40%, and • Undrained shear strength s, < 500 psf F. Soils requiring site response analysis in See Section 20,3.1 accordance with Section 21.1 For 51: 1ft/s = 0.3048 m/s 11b/ft2 = 0.0479 kN/mz 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 7 of 29 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK GROVE 4 C 1 LE p 1 '7 C3 Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723' Section 16113.3 - Site coefficients and adjusted maximum considered earthquake spectral response acceleration parameters TABLE 1613.3.3(1) VALUES OF SITE C©EFFICIENT F, Site Class Mapped Spectral Response Acceleration at Short Period 5,50.25 5 =0.50 S,=0.75 S,=1.00 S,y1.25 A B 0.8 0.8 1.0 1,0 1.2 1.2 1.6 1.4 0.8 0.8 0.8 1.0 1.0 1,0 1.1 1.0 1,0 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of Ss For Site Class = D and 5, = 1.433 g, F, = 1.000 TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT F. Site Class Mapped Spectral Response Acceleration at 1-s Period 5,50.10 5. = 0.20 S:=0.30 5,=0.40 S. ? 0.50 A 0.8 0.8 0.8 1.0 1.0 1.0 C 1.7 D 2.4 2.0 E 3.5 F 1.6 1.5 3.2 0.8 0.8 1.0 1.0 1.4 1.3 1.8 1.6 2.8 2.4 See Section 11.4.7 of ASCE 7 1.5 2.4 Note: Use straight-line interpolation for intermediate values of S, For Site Class = D and S, = 0.534 g, F. = 1.500 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 8 of 29 STRUCTURAL ENGINEERING CALCULATIONS Equation (16-37): T, K i G f. E L g Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Numbers TGE17-8723 = F,S; = 1.000 x 1.433 = 1.433 g Equation (16-38): 5,,. = F5, = 1.500 x 0.534 = 0.800 g Section 1613.3.4 — Design spectral response acceleration parameters Equation (16-39): 5,3=1/3 S.,= = x 1.433 = 0.955 g Equation (16-40): S„ =2/3 S , = 3'; x 0.800 = 0.534 g 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 9 of 29 STRUCTURAL ENGINEERING CALCULATIONS I � its► TAMARACK '-` GROVE •+ G 1. , E R 1 `I G Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723' Section 1613.3.5 — Determination of seismic design category TABLE 1613.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT - VALUE OF S„ RISK CATEGORY I or II III IV S,4 < 0.167g A A A 0.167g5St, <0.33g B B C 0.33g5S,s<0.50g C C 0 0.50g 5 Sos D D D or Risk Category = 1 and S„ = 0.955 g, Seismic Design Category = D TABLE 1613.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1 -SECOND PERI VALUE OF S. RISK CATEGORY I or II III IV So, < 0,067g A A A 0.067g c So, < 0.133g B B C 0.133g 5 50, < 0.20g C C D 0.20g 5 50, D D D or Risk Category = 1 and S„ = 0.534 g, Seismic Design Category = D Note: When S1 is greater than or equal to 0.75g, the Seismic Design Category is E for buildings in Risk Categories 1, 11, and III, and F for those in Risk Category IV, irrespective of the above, Seismic Design Category = "the more severe design category in accordance with Table 1613.3.5(1) or 1613.3.5(2)" = D Note: See Section 1613.3.5.1 for alternative approaches to calculating Seismic Design Category. References 1. Figure 1613.3.1(1): https://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/IBC-2012- Fig1613p3p1(1),pdf 2. Figure 1613.3.1(2): haps://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/TBC-2012- Fig1613p3p1(2).pdf 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 10 of 29 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK" `t` GROVE 7 STRUCTURAL ENGINEERING CALCULATIONS Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number TGE17-8723 )URSIDICTION INFORMATION JURISDICTION: STRUCTURAL CODE: WASHINGTON 2015 INTERNATIONAL BUILDING CODE OK:=1 NG:=0 DESIGN CRITERIA SEISMIC CRITERIA .Sps ,- 0.955 a;, 1.0 Rp==2.5 ..=0 ft Design Spectral Response for Short Period Amplification Factor Response Modification Factor Importance Modification Factor Height of Attachment DESIGN VALUES LL := 10 psf DL ,. = 3 psf Cooler Panel Live Load Cooler Panel Dead Load Internal Pressure ASD LOAD COMBINATIONS 7-10 LC:a =DLp ri+LL, 1f:r=13psf ,ECT:_ 10.6.4Jf'NiTt: + (—PTid4'(•RA1)1 = 3.2 psf Load Combination 3: D+(Lr, S. or R) Load Combination 7: 0.6D+0.6W (Uplift Pressure) 1 DESIGN CALCULA IONS: Width:=18.3 ft Length:=12.3 ft tf.,f tfreettc-r wan =5 in H:=10.5 ft H,,:=10.1 ft PANEL MANUFACTURER: CUJSTCM COOLER INC. Cooler Width Cooler Length Cooler Ceiling Panel Thickness Cooler Wall Panel Thickness Mean Roof Height Mean Wall Height PANEL SPECIFICATION: WOOD FRAMED PANEL (LARR #25690) 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 11 of 29 STRUCTURAL ENGINEERING CALCULATIONS T, CK' 1. E Project Name: COSTCO #006 Location: TIJKWILA, WA TGE Job Number: TGE17-8723 2 TYPICAL CEILING PANEL G:-11.4 ft Lam;=12.0 ft Tatid LOADS: =1 ft ilf;,s`=Taidlh`LC.=13 Pif Wde2ei , ter7in9 • L. rri,,:.,== 8 —211.2 fi•ibf ..r:1es;fl'a—rt�tFtrtg • L' %_-1. if 2 weal ;=55 Pef•=55 Pi/ ail'L�u =990 ft•lbf 8 lea •tall Vailaar•=...... =330 ibf 2 CHECK: Vanow ? Vmaz = 1 Design Length Corresponding Allowable Span (LARR 25690) Tributary Width of Panel for Evaluation Governing Load Combination for Roof Maximum Moment Maximum Shear Allowable Panel Load (CARR 25690) Allowable Moment Allowable Shear SUMMARY.- THERFORE USE 5" THICK WOOD FRAMED PANELS FOR CEILING PER PLAN. P AL PANEL. Ha,=100.1 ft width — 6.0 ft LOADS: �1!•.fR: l_:.f:rlia`J "� L•C:{ • Tu., lLfr= 78 pki H„w_a =31 ft Pa= 600 pif u�clea;gn_trali'= Pertierna! • H= Ha ti,,,, :=12 ft 2.5 plf Design Height Tributary Width of Ceiling on Wall Panel Total Axial Load From Ceiling Allowable Height for Axial Load (LARR 25690) Total Allowable Axial Load (LA.RR 25690) Transverse Load on Wall Allowable Height for Transverse Load (LARR 25690) 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 12 of 29 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK 11 GROVE .. '� r. 1 E C A i V 3 Wit==55 Psi H„E 1,ona=660 Plf Pdra,9�,_tfrili�a9 WdF..ign_wol! Rr.omLit,.� , + =Q.2 I url I`1'„u CHECK: uu>P,te.:rqn_ rririii9=1 IVO Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Nuinber: TGE17-8723 Total Allowable Transverse Load Combined Axial and Bending Ratio 11,„,„,,14,,,,i<1.0 1 SUMMARY THEREFORE, TME SUM OF THE RATIOS FOR AXIAL AND WANSVERSEARELESS THAN OR EQUAL TO LO. USE 5” THICK WOOD FRAMED PANELS FOR WALLS PER PLAN, GRID LAYOUT: 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 13 of 29 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK 1` GROVE G i r• E L R 1 4u Project Narre: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723' 4 LATERAL FORCE GENERATION H=10.5 ft Ar.,,I:=Length•Width=225.1 ft2 L,J,a11:=2-Length+2• Width,=61.2 ft LATERAL FORCE GENERATION: 44°t - +rA DL If Design Height Area of Roof Total Length of Walls „lr•DLT,a,,,,11=1639.2 tbf Total Weight 0,4•rr•SDs•I4-t} Fr, - 1+(2 • H =250.5 tbf Seismic Lateral Force Rp I„ F}p_„,,„ :=1.6 - SDS • It, • Wi =250,1.7 tbf Fp :=0.3-SDs•Ip•lilt =469.6 tbf Ft Is=max(Fp_at•.v•I'Y_rnin).=469.6 Rif Fp,v min (FF_1, Fp .)=469.6 ibf FF := 0.7 • Fp= 328.7 lbf Fp ,rrxilbrr, a- • Length. •P�lrrmnl -' 322.9 tbf I;des :_ F ( tt u ax Maximum Lateral Seismic Force Minimum Lateral Seismic Force Generated Lateral Seismic Force ASD Lateral Seismic Design Force Lateral Force from Internal Pressure tbf Lateral Design Force Distributed Design Load 21.',1„...„,„- — Fp_a""°° = 26.7 ptf d..,�,_r °— Length. F'n r te„ :=—H • Widt!. • Pr„r�,./171= 480.4 114 Lateral Force from Internal Pressure • : max (I'p_asrl,F,,, n vm,re) _ 489.4 tbf Lateral Design Force tt'— Fpd`xh = 26.:3 Of Distributed Design Load d«agnZ •— Width SHEAR WALL CALCULATIONS: L, =Width=18.3 ft Length of Wall 1 llJdrxigi._I Taid[h_) _r f f 1 Pf := L2-= Width= 18.3 ft Length of Wall 2 L., = 9 pif Tteula: 1 = Length =6.2 ft Tributary Width In -Plane Force on Wall 1 T Len2 = 6.2 ft Tributary Width mulrh'= _2 In-Plane Force on Wall 2 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 14 of 29 STRUCTURAL ENGINEERING CALCULATIONS LA := Len 9 Length of Wall A 1_2 • Taudth a =:39.1 plf H. •— = 0.8 m -in (L, F t-;.,oQ,,s.:= 200 Of RESULTANT FORL:FS FROM FelaWTRICTTY.• Y:. Width =9.2 ft 2 • Y=4395.4 ft•Ibf Moment Arm Project Name: COSTCO #006 Location: TJKWILA, WA TGE Job Number: TGE17-8723 18.3 ft Tributary Width In -Plane Force on Wall A Worst Case Shape Factor Rath Allowable In -Plane Shear (LARR 25690) R:= /14 =357.4 lbf Reaction Forces to Resist Imposed Moment Length U.12 2= =19.5 glf Inplane Force Resisted on Wall Line 1 and 2 CHECK: Fatt_r,tatarte {.f1,f2,w2,f1)=1 SUMMARY THERFORE, USES" THICK WOOD FRAMED WALL PANELS FOR LATERAL RESISTANCE ZIV THE 1-1 DIRECTION PER PLAN. 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 15 of 29 STRUCTURAL ENGINEERING CALCULATIONS V G f. Project Name: COSTCO #006 Location: TJKWILA, WA TGE Job Number: TGE17-8723 5 I!P LFLOC.Ta1NA C* NN Li eN DETAIL 3) Tuidlh=6 It H=10.5 ft LOADS: LC7=3.2 paf Purrt`14C T dth >6•.1+%}f..pufer(It' 0.3pf P»alc•nnl = 5 Psf H `=Pintrrmi2 = 26.3 ",1 J ^=max.` (f1 , w ,f.4. f..) =39.1. pLf d vvvr"max (Pfr flY,.i, HILTI KH -EZ: Sa»rhor:= 24 in pr =39.1 Of Vmu:hrn := f UTZ . (whin- = Th.1 trbf V �t := 750 Mt #14 TEK SCREW (INT© WALL PANEL): 1,,„„:= 3 in CDr= 1.6 .„,:= 23 in CD -162 Ibf Vailwcrefr.= =135.2 Of Sw r to 2tilr_x^rry 172ibf rn =430.7 Of CHECK: fm r < Vnti_s•rein =1 S r�r Tributary Width of Ceiling Aching on Connection Design Height Uplift Load on Ceiling Uplift Force on Floor -Wall Connection Transverse Load on Wall Transverse Shear Force on Floor -Wall Connection In -Plane Shear Force on Floor -Wall Connection Governing Shear Force on Floor -Wall Connection Spacing of Anchor Through Angle Shear Force on Anchor Max Allowable Load on Anchor (Hilti Profis Report) Length of Screw Duration Factor for Wind & Seismic (2015 NDS) Spacing of #14 Tek Screw Through Angle Allowable Shear of #14 Tek (2015 NDS) Allowable Tension of #14 Tek (2015 NDS) SUMMARY: THE MAXIMUM SHEAR FORCE ON THE CONNECTION IS LESS THAN THE ALLOWABLE SHEAR FORCE. THEREFORE, THE WALL -FLOOR CONNECTION IS ACCEPTABLE FOR RESISTING IMPOSED TENSION AND SHEAR. 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 16 of 29 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK';`` GROVE v ,r E E 9 1 Y 'J Project Narre: COSTCO #006 Location: TUKWILA, WA TGE Job'Number: TGE17-8723' 6) TYPICAL CEILING PANEL TO WALL PANEL CONNECTION, (DETAIL l Tuvkh=6 ft H=10.5 ft LOADS: {=3.2 paf Per -r1:= LC 7.1uridth =19.2 Pif P,,,t<,,,nt = 5 Psi Ptrar.R f� :_ max (f ti pif 2 -1t:1,fA. f;) _ 39.1 Of fmrar LTLax (Pirans-,Lttyinr =39.1 pif Tributary Width of Ceiling Acting on Connection Design Height Uplift Load on Ceiling Uplift Force on Wall -Ceiling Connection Transverse Load on Wall Transverse Shear Force on Wall -Ceiling Connection In -Plane Shear Force on Wall -Ceiling Connection Governing Shear Force on Wall -Ceiling Connection 3/8" LAG SCREW W/ #8 TEI( CONNECTION: 23 in Spadng of Connection 573 (bf = VrrN nnur°= 2•)• "'row' T„k„,„„ 472_ibfpi/ ' =246.3 " (0110 Pre p m • `carni ined_L'=�i all_eann CHECK: "'[»rmtanrrl < 1.0 =1 Allowable Shear of Connection (LARR 25690) Allowable Tension of Connection (CARR 25690) Combined Stress Ratio for Connection SUMMARY THE COMBINED RATIO OF ACTUAL FORCE OVER ALLOWABLE FORCE IN BOTH DIRECTIONS IS LESS THAN'OR EQUAL TO 1.0, THEREFORE, THE WALL -CEILING CONNECTION TS ACf_FPTABI F Ff7R RFSTS'TTNG IMPOSFD TENSION AND SHEAR - t 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 17 of 29 STRUCTURAL ENGINEERING CALCULATIONS 8 SOFTWARE PRINTOUTS 8.1 HILTI www.hi t.us T 1. _ r P Project Narr3e COSTCO #006 `. Location: TUKWILA, WA TGE Job Ntsnber: TGE17-8723 P s Anc 4 2.7.3 Company! Specifier Address: Phone i Fax, 6 -Mal: Tamarack Grove Engineering Page: Project: Sub -Project I Pos. No.; Date: 6/15/2C17 ffw's comments: 1 Input data Anchor type and diameter. KWIK IHUS-EZ (KH -EZ) 114 (1 5/8) Effective embedment depth: h = 1 180 in., h,,,„, = 1.625 in. Material: Carbon Steel Evaluation Service Report. ESR -3027 Issued I Valid: 211/2016 ( 12/1/2017 Proof Design method ACI 318.14 / Mech. Stand-off installation: = 0.000 in. (no stand-off); t = 0.060 in. Anchor plate- I, x I., x 1 = 24.000 in, x 2.000 in. x 0.060 in.; (Recommended plate thick s: not caiculleted Profile: no prone Base material: cracked concrete. 2500, f.' = 2500 psi; h = 4.000 in. Installation: hammer drilled hole. Installation condition: Dry Reinforcement: tension_ condition B, shear condition B; no supplemental splitting reinforcement present edge reinforcement none at < No. 4 bar Geometry [in.] & Loading [Ib, In.IbJ input dam and anchorman -I. ba chedood 6_r agrennent x,e ihar err trig carraitiovrs and for piansbrity PROM Anchor 1 c 12003460 r rfi AG. FL=00.4 sefraar. Nib a a ramnarocl rralarnarrr of H(.I4 S rhnon 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 18 of 29 STRUCTURAL ENGINEERING CALCULATIONS N G i t. ti L R i V u Project Name: COSTCO #006 Location: TUJKWILA, WA TGE Job Number: TGE17-8723'' www.hilti.us Company: Specifier. Address: Phone I Fax: E -M it MULTI Tamarack Grove Engineering Page: Protect; Sub -Project I Pos. No - Date: Profis Anchor 2.7.3 2 611512017 2 Load case/Resulting anchor forces Load case; Design loads Anchor reactions [Ib] Tension force: (+Tension, •Compression) Anchor Tension force Shear force Sheer force x Shear force y 1 0 750 750 0 max. concrete compressive strain: - ['�[ max. concrete compressive stress: - IPs+1 resulting tension force in (x/y)=(0.000!0-000): 0 [Ib] resulting compression force In (x/y)=(0.000;0.000): 0 (lb] 3 Tension Load Steel Strength' Pullout Strength' Concrete Breakout Strength” Load N,p, [Ib] Capacity +7 N„ [Ib] Utilization pq, = N„,14 N„ Status NIA NIA WA. NIA NIA N/A N/A NIA NAA N/A N/A NIA ' anchor having the highest loading "anchor group (anchors in tension) Input data and remits moon be checked fur agrccmani wrh the costing ccndidona end fa plambiiy' PROFIS Anchor (c ) 210]30]4 Heli AG.. FL -9,4a Selman Hits* a rugstanad Trademark o1 Hiro AG Sduan 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 19 of 29 STRUCTURAL ENGINEERING CALCULATIONS WWW,hilti.us Company: Specifier. Address: Phone I Fax. E -Mail: Project Name: COSTCO #006 . Locations `TUKWILA, WA T C 1 GR# VE TGE. JobNlmlber: TGE17-8723 r CERI LIT9 Tamarack Graver Engineer Page: Project: Sub -Project I Pos. No,: Date. 3 Profis Anchor 2.7.3 6115!2017 4 Shear load Load V,,, [lb] Capacity $ V, [Ib] Utilization Ito - V„,if Vn Status Steel Strength' 750 929 81 OK Steel failure (with lever arm)' NIA NIA NIA N)A Pryoul Strength” 750 763 99 OK Concrete edge tenure in direction " N1A N/A N/A N/A " anchor having the highest loading "anchor group (relevant anchors) 41 Steel Strength Vm, 7 ESR value refer to 1CC-E5 ESR -3027 6 V„e„ 2 Vd, ACI 318-14 Table 17.3.1.1 Variables A < v t,�, [put 0.05 125000 Calculations V„ ilb] 1548 Results V, [Ib) # u. 4 V„ [lb] V,„ Pb] 1548 0.600 929 750 4.2 Pryout Strengtheng \I" =k" L(A;) • Vep z V„, An, see ACI 318-14, Section 17.4 2.1, Fig. R 17.4.2.1(b) hrfr ndhl P a W q+.. 5 1.0 5 1.0 1.Sh.,J 1.5h, htAX( c 1.0 ACI 318-14 Eq. (17.5.3.1a) ACI 318-14 Table 17 3.1 .1 ACI 318-14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.4) ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) Ns=kcA.,%/ ire' ACI 318-14Eq.(174.2.2e) Variables lc,- h., [in.] ern, (in.) ee;.q (In.) c,mM (in.) 1 1.1hr80t 0.000 0.000 W cN Cw ( ) ke i. a fc. Ips) 1.000 2.000 17 1.000 2500 Calculations %`+,, Gn.1 An,o lin.i w emr4 v ea.a w with 12.53 12.53 1.000 1.000 1.000 Results V,, [Ib) 0 anemia 4 Vrn PbI V.,, Pb] 1090 0.700 763 750 41 qsr+ 1.000 'In [lb) 1090 data enc results et he cfiacked far agreement Wel the anisli,:ante fee pta„shehf PROF'S Amour1TflhS-free ztiltiA , FL-9a5aaan HW, is ream! act Tnrfaman gf Hi5r AG 3th n 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 20 of 29 STRUCTURAL ENGINEERING CALCULATIONS www.hilti.us Company: Specifier_ Address: Phone 1 Faxf E -Malt: Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 Profis Anchor 2.7.3 Tamarack Grove Engineering Page: Project - Sub -Project I Pas, No Date: 4 6115/2017 5 Warnings • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029. etc.). This means load re-dlstribulion on the anchors due to elastic deformatons of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading, PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Andra. nput data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reln?orcemenl is used The factor Is increased for non -steel Design Strengths except Pullout Strength and Pryout strength, Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryoul Strength. Refer to your local standard. • Refer to the manufacturers product literature For cleaning and Installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 310 or the relevant standard! • Hitti post -installed anchors shell be installed it accordance with the HiIIi Manufacturers Printed Installation Instructions (MPil). Reference AO 318-14, Section 172.1_ Fastening meets the design criteria! Input dela and results must be dredred ks agreement with the caw ing conditions and for pburabtitr PROFIS Mawr t c 7 arc-utd9tam AG, FL=949u Senaan HittrFa.agtaired Trademark of NisiAG. Schoen 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 21 of 29 STRUCTURAL ENGINEERING CALCULATIONS www.hitti.us Company: Specifier: Address: Phone IFar. E -M it: Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number. TGE17-8723 Ili /LIT I Prc.fis Anchor 2.7.3 Tamarack Grow- Erxtinee ri Page: Project:: Sub Prcect i Pos. No.: Date_ 5 6/1512017 6 Installation data Anchor plate, steel: • Profile: no profile Hole diameter in the fixture' d,= 0,375 in, Plate thickness (input): 0.060 in. Recommended plata thicimess: not calculated Drilling method: Hammer drilled Cleaning: Manual cleaning of the drilled hole according to instrur_ 6.1 Reeorrtntendad accessories Drilling • Suitable Rotary Hammer • Properly sized drill bit 12.000 Cleaning Anchor type and diameter. KWIK HUS•EZ (KH -EZ) 114 (1 5/8) Installation torque_ 216.002 In.lb Hole diameter in the base material; 0,250 in, Hole depth in the base material: 1.836 in. Minimum Thickness of the base material: 3.250 in. for use is required. • Manual blow-out pump y Setting • Torque wrench 12.000 0 O 12.000 12.000 Coordinates Anchor in. Anchor x y 1 0.000 0.000 •. c.# c.y S put data and results must de checked fat. agreement xah the excting conditions and ion platsbdly PROFO'a Andra t c } 2063200$ We AZ's, Fl, sa atnean Huts a ragmen -el Trademark at Ht AG. adiaen 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 22 of 29 STRUCTURAL ENGINEERING CALCULATIONS 9 MATERIAL AND HARDWARE PRINTOUTS 9.1 LARR 25690 BOARD OF BUILDING AND SAFETY COMMISSIONERS VAN AMBAT]ELOS PRE SPM E. FELICIA BRANNON VICF PRESIDENT JOSELYN GEAGA-ROSENTHAL GEORGE HOVAGUIMIAN JAVIER NUNEZ Custom Cooler, Inc. 420 East Arrow Hwy San Dimas, CA 91773 CITY OF LOS ANGELES CALIFORNIA ERIC GARCETTI MAYOR Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723" DEPA,ErEENr Of BUILIING AND SAFETY 251 NORTH FIG:JEROA STREET LOS ANGELES, CA WO:2 FRANK M. BUSH GENERAL MANAGER SAJPERBOall3EUT OF BULGING OSAMA YOUNAN, P.E. 0.CUTIVC OFFICER RESIARCI I REPORT RR 25,690 (CSI 1113030) Expires: December I.20418 Attn: Steve Pearson Issued Date: February 1. 2017 (909) 592-1 1 1 1 Code: 2017 LABC GENERAL APPROVAL—Clerical Modification - Custom Cooler Incorporated Prefabricated Model 300 Refrigeration Panels for Walk -In Coolers and Freezers. DETAILS The panels consist of 3-1 i2" to 5-12" thick high density foam or wooden frames with foamed -in- place rigid plastic core material manufactured by Dow Chemical Company and designated as: Voracur CE I OS, CEI 5 1, CEI 53, CE 128, CE 155, CE 152, CE 157 "A" side. Delta Theon AF4509 or Voracor CR1004 '1B" side. The skins are fabricated from 26 gauge galvanized steel with a minimum yield strength 33 ksi. The panels are held together by the use of cam -locking devises along the edges of the panels. Access holes for these devices are covered with metal or plastic plugs. Flame Spread and Smoke Development ratings per ASTM E84 are 20 and 300 respectively, for the foam (tested alone) and 15 and 250 respectively, for the foam with the skin described below. Density of the foam cure is 2.2+or-.2pcf. Custom Cooler Incorporated freestanding walk-in coolers and freezers constructed of panels described above are approved subject to the following conditions: 1. Use of the panels shall be limited to locations where eotnbustible construction is permitted by the 2017 Los Angeles City Building Code. 2 The panels shall he fabricated in a shop of a licensed fabricator approved by the Los Angeles City Building & Safety Department. Fabrication in unlicensed shops will invalidate this approval. RR 25690 Page 1 of 5 AN EQUAL EMPLOYMENT OPPORTUNITY AFFIRMATIVE ACTION EMPLOYER 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 23 of 29 STRUCTURAL ENGINEERING CALCULATIONS C 1 F L 1 Y 0 Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 Custom Cooler Incorporated Re: Custom Cooler Incorporated Prefabricated Model Refrigeration Panels for Watk-in Coolers and Freezers 3. A thermal barrier is required per Section 2603.4 of the 2017 Los Angeles City Build Code unless exempted per Section 2603,4,1, g 4. Complete plans and calculations, signed and stamped by a civil or structural engineer or architect registered in the State of California, shall be submitted to the Structural Plan Check for their approval for each job. 5. An approved fire retardant roof covering (Class "A" or "B") shall be placed over the panels when used as exterior roof panels. 6. A separate approval from the Electrical Testing Laboratory shall be required for electrical installations within the panels. 7. Design of building utilizing the panels shall be in accordance with the requirements of the 2017 Los Angeles City l3uilding Code and the design data specified A. Panel Height Limitation (feet) and Maximum Concentric Axial Loads (PLF) Thickness Interior Panels Exterior Panels (20 lb/sgft) Maximum Axial Load (PLF) 4" wnod Frame 30 18 600 4" foam Frame 24 13 300 5" wood Frame 31 20 600 5"foam Franic 28 14 300 6" wood Frame 32 21 600 6" foam Frame 30 15 300 B. Maximum Allowable Loads for Roof or Ceiling Panels (W/F = Wood Frame) (FIF = Foam Frame) RR 25690 Page 2 of 5 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 F'AX Page 24 of 29 STRUCTURAL ENGINEERING CALCULATIONS TAMARACK' GROVE u c r c c W V r Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723` Custom Cooler Incorporated Re: Custom Cooler Incorporated Prefabricated Model Refrigeration Panels for Walk-in Coolers and Freezers Span t .. 4 in. W/F t == 4 in. F/F t 5 in. W'JF t--5 in. F•/F t - 6 tin. W/F t = 6 in. F'F 10' 53 49 65 65 79 79 12' 50 36 55 48 66 62 14' 37 27 47 37 57 48 16' 28 20 40 29 50 38 IR' 22 16 32 23 42 30 20' 18 13 25 18 34 24 22' 14 10 20 15 27 20 24' I1 8 17 12 23 16 26' 9 7 14 10 19 13 28' 8 6 11 8 16 11 30' 6 - 10 7 13 10 32' - - 9 6 11 8 C. Maximum Allowable Shear Load of WaII Panels (PLF): Shape Factor (Height:Width) Ratio Allowable Shear (ppi) 0.5:1 400 1:1 200 I.5:1 133 2:1 100 D. Maximum Allowable Roof/Ceiling Diaphragm Shear Shape Factor (Height: Width) Ratio Allowable Shear (ppf 0.5:1 400 1:1 200 1.5:1 133 2:1 100 3:1 MAXIMUM 67 The pan or holes. s shall be continuous between exterior shear walls and shall not contain any openings RR 25690 Page 3 of 5 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 25 of 29 STRUCTURAL ENGINEERING CALCULATIONS T, N G Project Name: COSTCO #006 Location: TJKWILA, WA TGE Job Number: TGE17-8723 Custom Cooler Incorporated Re: Custom Cooler Incorporated Prefabricated Model Refi igeration Panels for Walk-in Coolers and Freezers H. Ceiling panel to wall panel connections are made with 3/8" dia. Lag screws or cam - locking devises, then a 26 gauge galvanized continuance angle cap is installed using 08 x 5/8" long tek screws (see attachment 1). The allowable shear and tension loads for the lag bolt connection are 573 and 472 pounds respectively. The allowable shear and tension loads for the camlock connection are 464 and 123 pounds respectively. Maximum Allowable Loading for the Cam -Locking Devices: 8. Locations of connectors must be detailed on approved plans, the spacing of connections shall be calculated for each job but not less than two per width of panel (Width of panel 46 112"). 9. Allowable loads for shear walls and diaphragms are not applicable to buildings incorporating structural steel framing. 10. No increase in allowable stresses is allowed for the values indicated above for short duration of loads due to wind or seismic forces. 1 1. All design values and methods not included in this report shall be in accordance with requirements of the 2017 Angeles City Building Code, DISCUSSION The clerical modification is to update the report to the 2017 Los Angeles City Building Code. The report is in compliance with the 2017 Los Angeles City Building Code. The approval is based on tests on the foam per requirements of Sec. 2603 of the 2077 Los Angeles City Building Code, tests conducted in accordance with ASTM E-84 on the finished panels, and load tests conducted in accordance with ASTM F-72.. Addressee to whom this Research Report is issued is responsible for providing copies of it, complete with any attachments indicated. to architects, engineers and builders using items approved herein in design or construction which must be approved by Department of Building and Safety Engineers and Inspectors. RR 25690 Page 4 of 5 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 26 of 29 Wood Frame Foam Frame Tension parallel to panel face 386 168 Shear along longitudinal edge of panel in direction parallel to panel edge 280 147 8. Locations of connectors must be detailed on approved plans, the spacing of connections shall be calculated for each job but not less than two per width of panel (Width of panel 46 112"). 9. Allowable loads for shear walls and diaphragms are not applicable to buildings incorporating structural steel framing. 10. No increase in allowable stresses is allowed for the values indicated above for short duration of loads due to wind or seismic forces. 1 1. All design values and methods not included in this report shall be in accordance with requirements of the 2017 Angeles City Building Code, DISCUSSION The clerical modification is to update the report to the 2017 Los Angeles City Building Code. The report is in compliance with the 2017 Los Angeles City Building Code. The approval is based on tests on the foam per requirements of Sec. 2603 of the 2077 Los Angeles City Building Code, tests conducted in accordance with ASTM E-84 on the finished panels, and load tests conducted in accordance with ASTM F-72.. Addressee to whom this Research Report is issued is responsible for providing copies of it, complete with any attachments indicated. to architects, engineers and builders using items approved herein in design or construction which must be approved by Department of Building and Safety Engineers and Inspectors. RR 25690 Page 4 of 5 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 26 of 29 STRUCTURAL ENGINEERING CALCULATIONS Project Nance: COSTCO #006 Location: TJKWILA, WA TGE Job Number. TGE17-8723 Custom Cooler Incorporated Re: Custom Cooler Incorporated Prefabricated Model Refrigeration Panels for Walk-in Coolers and Freezers This general approval of an equivalent alternate to the Code is only valid where an engineer and/or inspector of this Department has determined that all conditions of this Approval have been met in the project in which it is 10 be used. Quan Nghiem, Chief Engineering Research Section 201 N. Figueroa St_ Room 880 Los Angeles, CA 90012 Phone- 213-202-9816 Fax- 213-202-9943 RRs,.,..•A,fl„ 102,12A 1 MR I; iXI333 '693 Attachment; Panel Connection Detail (2 Pages). RR 25690 Paee 5 of 5 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 27 of 29 STRUCTURAL ENGINEERING CALCULATIONS TACK" GRO •1 1 Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job NumberTGE17-8723 RR 25690 ATTAC=MENT 1 PLNE CON\ECTIONS PLUG BUTTI'/ CAM LOCK FASTENER SILICONE / INTERIOR UJALL TO WALL FOAM FRAME CONT. TOP CAP j8 X 5/8' TEK SCREWS 3/8" X 8" LAG BOLT WASHER f METAL CEILING PANEL WALL CEILING TO UJALL FOAM FRAME CONT. TOP CAP W/I8 X 5/8'—� TEK SCREWS WALL CEILING TO UJALL UJOOD FRAME CAM LOCK CEIUNG PANEL FOAM 2X4 _ CAULKING METAL PLUG BUTTON CAM LOCK FASTENER SILICONE INTERIOR WALL TO WALL WOOD FRAME X 6" CONT. 26GA. GALV. SRLL TOP CAP WITH 18 x 5/8' TEK SCREWS 3/8*X6'LAG BOLT AhD WASHER METAL CAULKING NSF GASKET 2x WOOD WALL PANEL CEILING PANEL NSF GASKET FOAM CEILING TO UJALL UJOOD FRAME LAG SCREW 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 28 of 29 STRUCTURAL ENGINEERING CALCULATIONS Project Name: COSTCO #006 Location: TUKWILA, WA TGE Job Number: TGE17-8723 TAMARACK 1'{`f GROVE RR 25690 4TT4CN' : \ T 2 1LALL TO FLOOR CCS\NECTIONS EXTERIOR INTERIOR INTERIOR CLASS I CLASS 1 WALL PANEL W/ POLYURETHANE POLYURETHANE 26GA. GAIN. METAL FOAM CORE FOAM CORE SKIN 3/4" X 3/4" X 16GA. GALV. STEEL ANGLE EXTERIOR .41.-1, WALL PANEL W/ SKIN, GALV. METAL SKIN 3/4" X 3/4" X 16GA CAW. STEEL ANGLE •"+� #+ i�+•i+i+' �+• � -4 1r 14 X 3' TEY, SCREWS �:+* �•4 Mry,it '•GREW$ �w_r f 14 X 3" TEK 12 x 1' r•rr.1.4 �� K WS PRIM FLOOR PANEL r�1 'Agi /:/!//// Mg.*: iii :F:isi•:;i'_C 1' LONG H9LTI PIN ., ib+sem••44.1:3 f�'3 (X -2F 32P8) •w9♦rfrw�rrfawr�i WALL TO WALL TO CONCRETE FLOOR PRE-FA6 FLOOR (129 INTERIOR CLASS I INTERIOR POLYURETHANE FOAM CORE EXTERIOR y„ WAIL PANEL W/ 26GA. GALV. METAL CLASS I WAll PANEL W/ SKIN POLYURETHANE 26GA. GALV. METAL FOAM CORE SKIN 1 1/2' X 1 1/2 X 16GA. GALV. STEEL ANGLE 1 1/2" X 1 1/2" X 16G4. +++•+++r +�++ 4 X 3" TEK EXTERIOR )0�* e GALV. SILLL ANGLE �0.��.,SCREWS �r.++ .�••• fid.+ 4 114 X 3' TEK SCREWS mews I" LONG Hail PIN (X-ZF 32P8) 1" LONG H:LTI PIN (X-ZF 32P8) FALL TO CONCRETE FLOOR WALL TO CONCRETE FLOOR 0 EXTERIOR INTERIOR CLASS 1 POLYURETHANE FOAM CORE 1 1/2' X 6 1/r X 16G4. GALV STEEL ANGLE $14X3"TEK SCREWS j12 x i" �V'+.q i+o++ +' i4b*0 OO++i► t• •4e... WALL PANEL W/ 26GA. GALV. METAL SKIN 3/4' X 3/4" X 16GA GALV. STEEL ANGLE 114X3'TEK SCREWS TEK SCREWSIi �1 FLOOR PANEL 1' LONG HILTI PIN (X-ZF 32P8) .�44.:'f►if�f�ff�ff�ff�a�ii 014,4411:!444• •:•;+14 WALL TO PRE -FAB FLOOR 0 812 S. La Cassia Dr. • Boise, Idaho 83705 • (208) 345-8941 • (208) 345-8946 FAX Page 29 of 29 HOOD NO. TAG MODEL LENGTH MAX. COOKING TEMP. EXHAUST PLENUM TOTAL SUPPLY CFM HOOD CONSTRUCTION HOOD CONFIG. TOTAL EXH. CFM RISER(S) END TO END ROW WIDTH LENG. DIA. CFM S.P. 1 Pizza Left Side 6630 ND -2 -PSP -B 6' 9.00' 600 Deg. 1519 SS Baffle with Handles 4 12' 1519 -0.365' 720 430 SS Where Exposed ALONE ALONE 16' 360 YES LS B LBS 2 Pizza Right Side 6630 ND -2 -PSP -B 6' 9.00' 600 Deg. 1519 4 20' 12' 1519 -0.365' 720 430 SS Where Exposed ALONE ALONE YES 444 LBS 16' 3 FRONT PSP 96 MISC-PSP 12' 6.00' 300 Deg. 0 150' 9' 0 MUA 6' 1285 430 SS Where Exposed ALONE ALONE NO 84 LBS HOOD NO. TAG FILTER(S) LIGHT(S) UTILITY CABINET(S) FIRE SYSTEM PIPING HOOD HANGING WGHT TYPE QTY. HEIGHT LENGTH QTY. TYPE WIRE GUARD LOCATION FIRE SYSTEM ELECTRICAL SWITCHES TYPE SIZE MODEL # QUANTITY 1 Pizza Left Side SS Baffle with Handles 4 20' 20' 2 Incandescent NO 81.00' Long 6' 16' 360 YES LS B LBS Pizza Right Side Back 84' 2 Pizza Right Side SS Baffle with Handles 4 20' 20' 2 Incandescent NO YES 444 LBS 16' 360 3 FRONT PSP FRONT PSP Front 150' 9' 0 MUA 6' 28' 428 0.147' NO 84 LBS HOOD NO. TAG POS. OPTION WIDTH HEIGHT TYPE 1 Pizza Left Side RIGHT END STANDOFF (FINISHED) 3' Wide 66' Long Insulated Pizza Left Side Back FINISHED BACK- ISL/REV INSTALL 81.00' Long 6' MUA 6' 2 Pizza Right Side LEFT END STANDOFF (FINISHED) 3' Wide 66' Long Insulated FINISHED BACK- ISL/REV INSTALL 81.00' Long 6' 16' HOOD NO. TAG POS. LENGTH WIDTH HEIGHT TYPE RISER(S) WIDTH LENG. DIA. CFM S.P. 1 Pizza Left Side Back 84' 9' 6' MUA 6' 16' 360 0.186' MUA 6' 16' 360 0.186' 2 Pizza Right Side Back 84' 9' 6' MUA 6' 16' 360 0.186' MUA 6' 16' 360 0.186' 3 FRONT PSP Front 150' 9' 6' MUA 6' 28' 428 0.147' MUA 6' 28' 428 0.147' MUA 6' 28' 428 0.147' RECEIVED CITY OF TUKWILA FEB 2 8 2010 PERMIT CENTER MIeoo33 FILO REVIEWED FOR CODE COMPLIANCE APPROVED MAR 21 2018 r t oTuu iia UI iii. io ✓Yi 13l'v CONFORMS TO THE DESIGN INTENT O CONFORMS TO THE DESIGN INTENT, AS NOTED O NON -CONFORMING, REVISE & RESUBMIT O REVIEWED FOR INFORMATION O NO COMMENTS O COMMENTS NOTED NOTE: THE DOCUMENT(S) SUBMITTED HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE PROJECT DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE CONTRACTOR. FABRICATOR OR VENDOR OF RESPONSIRILTY FOR CONFORMANCE WITH THE CONT: DOCb,ENTS ALL OF WHICH HAVE P • RITY OVER TH DOCUMENTS CONTAINED WITHIN IS SUBMITTAL. 2 DATE 2/2/4 1101 Second Ave. Ste 100 Seattle. WA 98101 206 962 6500 11 otertea: CAPrNiiiE JOBC❑STC❑ XLT 3870 LOCATION PROTOTYPE, DATE 11/6/2013 ITO#1 REV NEW PR❑T❑ 0 JOB # 1905761 DRAWN BYryan85 SCALE 3/8' = 1'-0" 7'-0.00' Overall 1' LAYER OF INSULATI❑N FACTORY INSTALLED IN 3.00' END STANDOFF MEETS 0' REQUIREMENTS CLEARANCE TO COMBUSTIBLE SURFACES. 3' ����//�����������������������������������������������A -4 1/2' 6' 9.00' THERMISTOR SENSORINSTALLATIONDETAIL—CONVENTIONAL WELDED DUCT lar[s o r , Amisb�r Irs 2 Yes tht i and to be fkld *.d to =trek.. Th reletor M be rectory Waled W widest rides ereMtMkd If mrnrtar k Ye he fieWo*0sd ld It le to be WelledrroeC the tin r free top of Mod THERMISTOR SENSOR INSTALLATION DETAIL—FACTORY BUILT DW DUCT that i rod 10 M rW "Ind to esnlrarer TherMeter e• M rectory Waled W edesst risers are rectory Ie6YYd e If leerrdetor is to be field ee:h6d it is to M Welled no Misr teen 4' free top of hood RISER COVER. RISER. DUCT STAT. # 171- QUICK SEAL. 112'X317 SS PIPE - 3R & 3Z. 17X217SSPIPE -2R. nslon jting 59361-1/2 # 100 -BW COVER. nslon Ring Cover 100 -BV 21' trTIL 42' T 21' u 9' 40 1/2' 10' 40 1/2' — 3' TI c x r 03- � r zU1 mh I n)=Q • 3 -In 3 3 U N >UI La n ace N 3 33 d- s ,: r- 03 03 3- 40 1/2' I 3' 6'� 21' 42' 66' 12' 6.00'Nom /12' 6.00'0D 66' PLAN VIEW — Hood #1842 6' 9.00" LONG 6630ND-2—PSP—B 7'-0.00' Overall 6' 9.00' REVIEWED FOR CODE COMPLIANCE APPROVED MAR 21. 2018 City of Tukwila RECEIVED CITY OF TUKWILA FEB 2 8 2018 PERMIT CENTER — Id i JOB C❑STC❑ XLT 3870 LOCATION PROTOTYPE, DATE 11/6/2013 DR'G # 2 REV NEW PR❑T❑ 0 JOB # 1905761 DRAFN BYryan85 SCALE 3/8' = 1'-0" FIELD CUT EXHAUST RISER HANGING ANGLE ATTACHING PLATES SUPPLY RISER WITH VOLUME DAMPER 23.5% OPEN STAINLESS r 2 3/4 STEEL PERFORATED PANEL 3' INTERNAL STANDOFF 20' SS BAFFLE WITH HANDLES AND HOOK IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED -COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. GREASE DRAIN WITH REMOVABLE CUP 66' INCANDESCENT LIGHT FIXTURE -HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE (L55 FIXTURE) EQUIPMENT BY OTHERS 66 48.0' MAX EQUIPMENT BY OTHERS SECTION VIEW — MODEL 6630ND-2—PSP—B //52, 80' AFF TYP. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 21 2018 City of Tukwila B • RECEIVED CITY OF TUKWILA FEB 2 8 2018 PERMIT CENTER RE' JOB C❑STC❑ XLT 3870 LOCATION PROTOTYPE, DATE 11/6/2013 DHV#3 REV NEW PR❑T❑ 0 .TOB # 1905761 DRAIYN BYryan85 SCALE 3/8' = 1'-0" FIRE SYSTEM NO. Tag TYPE SIZE FLOW POINTS INSTALLATION SYSTEM LOCATION ON HOOD 1 Pizza Fire Sys Proto Ansul R102 1.5 4 Wall Mount Left N/A FIRE SYSTEM NO. ' TAG TYPE SIZE SUPPLIED BY 1 Pizza Fire Sys Proto SC Electrical 2.000 CaptiveAlre Systems FIRE SYSTEM NO. TAG KEY NUMBER - PART DESCRIPTION QTY. BY FACTORY QTY, BY DIST. 1 Pizza Fire Sys Proto 1 - 1 - AT - 1.5 TANK(#1A) - 1.5 Gallon SS Tank (for use with Automan Release, Actuator, or SS Enclosure (UL/ULC)) 0 1 1 Pizza Fire Sys Proto 2 - 2 - AP - AR AUTOMAN RELEASE - Ansut Automan Mechanical Release (UL)429853 Tank sold separately 0 1 1 Pizza Fire Sys Pro -to 6 - 6 - LIQ -1.5 AGENT - Ansulex Low PH Wet Chemical Agent, 1.5 Gallon (UL) 0 1 1 Pizza Fire Sys Proto 8 - 8 - 101-10 CARTRIDGE - Carbon Dioxide, 101-10, 1.5 Gallon Cartridge (R-102, PIRANHA) 0 1 1 Pizza Fire Sys Proto 10 - 10 - TLINK LINK - Test Link Package 0 1 1 Pizza Fire Sys Proto 11 - 11 - MICRO -SDA MICROSWITCH - Single Dual Electric Switch, One Standard Switch, One Alarm Duty Switch 437155 0 1 1 Pizza Fire Sys Proto 14 - 14 - 419336 NOZZLE - 1W Nozzle, Duct/Appliance 2 0 1 Pizza Fire Sys Proto 16 - 16 - 419335 NOZZLE - 1N Nozzle, Plenum/Appliance 2 0 1 Pizza Fire Sys Proto 26 - 26 - QSA-3/8 QUIK SEAL - 3/8' (UL) 4 0 1 Pizza Fire Sys Proto 27 - 27 - QPSA-1/2 PULLEY SEAL - 1/2' Hood Seal (UL) 5 0 1 Pizza Fire Sys Pro -to 28 - 28 - S -DET DETECTOR - Series (Scissor Linkage) NEW#435547/435548 (OLD#417369/434480) 2 0 1 Pizza Fire Sys Proto 30 - 30 - ANS-500FL FUSIBLE LINK - 500deg F, R-102 and PIRANHA 2 0 1 Pizza Fire Sys Proto 34 - 34 - RPS -A REMOTE PULL STATION - Red composite (without wire rope) 434618 0 1 1 Pizza Flre Sys Proto 35 - 35 - PE -LT PULLEY ELBOW - Low Temp. Pulley Elbow, Set Screw Type 3 10 1 Pizza Fire Sys Proto 36 - 36 - PE -HT PULLEY ELBOW - High Temp Pulley Elbow, Compression Type 4 0 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 21 2r318 City of Tukwila BUIL' RECEIVED CITY OF TUKWILA FEB 282018 PERMIT CENTER JOB C❑STC❑ XLT 3870 LOCATION PROTOTYPE, DATE 11/6/2013 D/VC#4 REV NEW PR❑T❑ 0 JOB # 1905761 DR41PN BYryan85 SCALE 3/8' = 1'-0' 7 Jr. L 1 1- NOTES - FIELD PIPE DROPS AS SHOWN SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, SALAMANDERS, ETC. - MAXIMUM 9 ELBOWS IN SUPPLY LINE. - MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE. - IF APPLICABLE, PRE -PIPED CHARBROILER DROPS ARE SHIPPED LOOSE. - FACTORY PIPING EXTENDS A MAXIMUM OF 6' ABOVE THE TOP OF THE HOOD. - APPLIANCE DIMENSIONS LISTED REPRESENT THE COOKING SURFACE SIZE, NOT THE OVERALL APPLIANCE SIZE. - THIS FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS Job #1 1905761 Job Name. COSTCO XLT 3870 NEW PROTO Drawn Bye System Size. ANSUL-1.5 Total FP required. 4 Hood # 1 6' 9.00' Long x 66' Wide x 30' Hlgh Riser # 1 Size. 0' x 0 Hood # 2 6' 9.00' Long x 66' Wide x 30' Hlgh Riser # 1 Size. 0' x 0 FACTORY: PIPE HOODS S❑ TANK OR PULL STATI❑N CAN BE LOCATED ON EITHER SIDE DUCT PROTECTION NOZZLE DETECTORS DETECTION LI�NE,I i r 1 i — I AGENT LINE PLENIN PROTECTION NOZZLE SYSTEM CONTROL AUTOMAN WITH AGENT TANK ENCLOSED REMOTE MANUAL PULL STATION TYPICAL ANSUL R102 SYSTEM LAYOUT WITH REMOTE MOUNTED AUTOMAN LEGEND - WALL MOUNTED ANSUL SYSTEM IA 1.5 GALLON TANK 1B 3.0 GALLON TANK 2 AUTOMAN RELEASE 3 3 GALLON TANK ENCLOSURE 3A 6 GALLON TANK ENCLOSURE 4 REGULATED ACTUATOR 5 ANSULEX LIQUID AGENT (3 GAL.) 6 ANSULEX LIQUID AGENT (1.5 GAL) 7 CARTRIDGE (101-20) 8 CARTRIDGE (101-10) 9 CARTRIDGE (101-30) 9A CARTRIDGE (LT -A-101-30) 9B DOUBLE TANK CARTRIDGE 10 TEST LINK 11 DOUBLE MICROSWITCH 2W DUCT NOZZLE (419337) 1W NOZZLE ASSEMBLY (419336) IF NOZZLE ASSEMBLY (419333) 1N NOZZLE ASSEMBLY (419335) 1/2N NOZZLE ASSEMBLY (419334) 3N NOZZLE ASSEMBLY (419338) 245 NOZZLE ASSEMBLY (419340) 230 NOZZLE ASSEMBLY (419339) 2120 NOZZLE ASSEMBLY (419343) 290 NOZZLE ASSEMBLY (419342) 260 NOZZLE ASSEMBLY (419341) 28 DETECTOR BRACKET 29 LOW TEMP FUSIBLE LINK 30 HIGH TEMP FUSIBLE LINK MGV MECHANICAL GAS VALVE EGV ELECTRICAL GAS VALVE 34 REMOTE MANUAL PULL STATION S SWIVEL ADAPTOR REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 1 2018 City of Tukwila BUILD a from TIE RESTAURANT FIRE SUPPRESS1I SYSTEM SHALL BE THE PRE-ENLINEEiED TYPE WITH A FIXED NOME AGENT DISTRIBUTIRI NETWORK. IT SHALL BE LISTED WITH UNDERWRITERS LABORATCNIES, INC. (UD THE SYSTEM SHALL BE CAPABLE OF AUTOMATIC DETECTION AND ACTUATION WITH LOCAL OR REMOTE MANUAL ACTUATIDL ACCESSORIES SHALL BE AVAILABLE FOR MECHANICAL DR ELECTRICAL GAS UNC SNOT -{FF APPLICATIONS. THE EXTINGUISHING AGENT SHALL BE A POTASSIUM CARBONATE, POTASSIUM ACETATE -BASED FORMULATION DESIGNED FOR FLAME KNOCKDOWN AND SECUREIENT O' GREASE RELATED FIRES IT SHALL BE AVAILABLE IN PLASTIC CONTAINERS WITH DISTRUCTIONS FOR LIQUID AGENT HANDLDI AND USAGE. THE REGULATED RELEASE MECHANISM SHALL BE COMPATIBLE WITH A FUSIBLE LIN( DETECTION SYSTEM. DE FUSIBLE UHC SHALL BE SELECTED AND INSTALLED ACCORDING TO THE OPERATING TEMPERATURE IN TME VENTILATING SYSTEM. TIE FUSIBLE LINK SHALL 8E SUPPORTED BY A DETECTOR BRACKET/ LINKAGE ASSEMBLY. RECEIVED CITY OF TUKWILA FEB 28 2018 PERMIT CENTER COUPTIVERNRE JOB C❑STC❑ XLT 3870 LOCATION PROTOTYPE, DATE 11/6/2013 DNS'(# 5 REV -NEW PROTO 0 JOB # 1905761 DRANS'N BYryan85 SCALE 1/4' = 1'-0" FAN UNIT TAG FAN UNIT MODEL # CFM ESP. RPM H.P. 0 VOLT FLA DISCHARGE WEIGHT (LBS.) SONES NO. VELOCITY 1 HEF-5 CASRE18DD 3038 1.640 1411 3.000 3 208 95 1762 FPM 200 21 FAN UNIT NO. TAG OPTION (Qty. - Descr.) 1 HEF-5 1 - Ut0.1ty Set Grease Cup WALL MOUNT SIDE DISCHARGE 1 - RE18 - Rah Cap Assembly - Includes Hardware And Gasket. MOTORIZED DAMPER WALL MOUNT 1 - 3 Year Extended Motor Warranty FAN UNIT NO. TAG EXHAUST SUPPLY GREASE CUP GRAVITY DAMPER WALL MOUNT SIDE DISCHARGE GRAVITY DAMPER MOTORIZED DAMPER WALL MOUNT 1 HEF-5 YES NO. FAN WEIGHT ITEM SIZE 1 # 1 30 LBS Curb 26.500'W x 26.500'L x 24.000'H Vented FAN #1 CASRE18DD - EXHAUST FAN (EF -5) 24' RAIN CAP OPTION LOCK & SPRING PIN 42 3/4 50 1/8 12 3/16 23 3/4 30 7/8 2' DRAIN 16 1/2 24 26 1/2 DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) FEATURES: - ROOF MOUNTED FANS - RESTAURANT MODEL - UL762 - HIGH HEAT OPERATION DIRECT DRIVE 300'F (149'C) - HIGH HEAT OPERATION BELT DRIVE 500'F (260'C) - HEAT SLINGER - GREASE CLASSIFICATION TESTING - TILT OUT WHEEL - LOCKING PIN FOR POWER PACK - MOTOR WEATHER COVER - INTERLOCKED DISCONNECT SWITCH NORMAL TEMPERATURE TEST DIRECT DRIVE EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300'F (149'C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE-UP TEST BELT & DIRECT DRIVE EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600'F (316'C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. OPTIONS. UTILITY SET GREASE CUP 3 YEAR EXTENDED MOTOR WARRANTY RE18 — RAIN CAP ASSEMBLY — INCLUDES HARDWARE AND GASKET. 26 1/2' 26 1/2' 24' VENTED CURB 20 GAUGE STEEL CONSTRUC 3' FLANGE 24 24 ROOF OPENING DIMENSIONS REVIEWED FOR CODE COMPLIANCE APPROVED MAR 21 2018 City of Tukwila a RECEIVED CITY OF TUKWILA FEB 2 8 2018 PERMIT CENTER CAPnviiiE JOB C❑STC❑ XLT 3870 LOCATION PROTOTYPE, I>ATL' 11/6/2013 INFO # 6 REV NEW PR❑T❑ 0 JOB # 1905761 DR IVN BYryan85 SCALE 3/8' = 1'-0" ES — NO. TAG PACKAGE # LOCATION SWITCHES OPTION FANS CONTROLLED LOCATION QUANTITY TYPE 0 H.P. VOLT FLA 1 SC-EMS1011 Wall Mount In SS Box Ship Loose With Prewlre 1 Light 1 Fan Smart Controls EMS. Exhaust 3 3.000 208 9.5 Eneray Management System Hood Control Panel Specifications: • Controls shall be listed by ETL (UL 508A) • The control enclosure shall be NEMA 1 rated and listed for installation inside of the exhaust hood utility cabinet. The control enclosure may be constructed of' stainless steel or painted steel. • Temperature probe(s) located in the exhaust duct riser(s) shall be constructed of stainless steel. • A digital thermostat controller shall be provided to activate the hood exhaust fans dynamically based on a +10 degree adjustable offset from the room temperature sensor. This function shall meet the requirements of' IMC 507.2.1.1 • A digital thermostat controller shalt provide adjustable hysteresis settings to prevent cycling of the fans after the cooking appliances have been turned off and/or the heat in the exhaust system is reduced. • A digital thermostat controller shall provide an adjustable minimum fan run-time setting to prevent fan cycling. • Variable Frequency Drives (VFDs) shall be provided for fans as Panel shall modulate the VFDs between a minimum setpoint and a The duct temperature sensor input(s) to the digital thermostat speed reference signal. required. The Hood Control maximum setpoint on demand. controller shall be the • The VFD speed range of operation shall be from 0% to 100% for the system, with the actual minimum speed set as required to meet minimum ventilation requirements. • An internal algorithm to the digital thermostat controller shall modulate supply fan speed proportional to all exhaust fans that are located in the same fan group as supply fan. VFD the • The system shall operate in PREP MODE during light cooking load or COOL DOWN MODE when sufficient heat remains underneath the hood system after cooking operations have completed. Operation during either of' these periods will disable the supply fans and provide an exhaust fan speed that is equal to the minimum ventilation requirement. • A digital thermostat controller shall disable the supply fan<s), activate the exhaust fan(s), activate the appliance shunt trip, and disable an electric gas valve automatically under the following conditions (as applicable): a. Fire condition detected on a covered hood b. Excessive temperature detected on any duct temperature sensor in the system (250 F adjustable) • A digital thermostat controller shall allow for external BMS fan control via Dry Contact (external control shall not override fan operation logic as required by code). • An LCD interface shall be provided with the following features: a. On/Off push button fan & light switch activation b. Integrated gas valve reset for electronic gas valves (no reset relay required) c. VFD Fault display with audible & visual alarm notification d. Duct temperature sensor failure detection with audible & visual alarm notification e. MIs -wired duct temperature sensor detection with audible & visual alarm notification f. A single low voltage Cat -5 RJ45 wiring connection g. An energy savings indicator that utilizes measured kWh from the VFDs REVIEWED FOR CODE COMPLIANCE APPROVED MAR 21 2018 City of Tukwila BUILDING DIVISION - RECEIVED CITY OF TUKWILA FEB 2 8 2018 PERMIT CENTER CAPTIMAIFIE JOBC❑STC❑ XLT 3870 NEW PR❑T❑ LOCATION PROTOTYPE, 0 .DATE 11/6/2013 JOB # 1905761 DIY' # 7 DR IFN BYryan85 REV SCALE 3/8' = 1'-0" 8.63' 2.00' I � 2.00' 4.00'_, TYP 1 2.00' 1 0 0 0 0 0 0 0 0 • .875' 0 0 KNOCK -OUT 12X CONTROL CABINET—TOP VIEW EMS PANEL C❑❑LING FAN **D❑ NOT BLOCK** SC -EMS CONTROL CABINET INCLUDES EXHAUST VFD'S 18.00' 20.00' CONTROL CABINET—FRONT VIEW 3.05' 0,75' 2.00' CONTROL CABINET—BOTTOM VIEW 1/4 TURN SLOTTED LATCH .875' KNOCK -OUT 9X SC—EMS CONTROL CABINET MOUNT CONTROL BOX IN WELL VENTILATED AREA NEAR HOOD SYSTEM. KEEP VENTS AND C❑❑LING FAN CLEAR OF ❑BSTRUCTI❑NS. LOW VOLTAGE WIRING C❑NNECTI❑NS ON LEFT SIDE OF PANEL. LINE VOLTAGE WIRING C❑NNECTI❑NS ON RIGHT SIDE. CONTROL CABINET—MOUNTING DETAIL REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 1 2019 City of Tukwila 1.58' 8.63' RECEIVED CITY OF TUKWILA 2,(€8 2 8 2018 2,00' L- 1.65'1 ( 1 0 0 0 P RMIT CENTER 2.00' TYP 2.04' 0.875' KNOCK -OUT • 8X 4.13 LOUVER 8X BOTH SIDES 8.48' CONTROL CABINET—SIDE VIEW CAPI'llfertiner JOBC❑STC❑ XLT 3870 LOCATION PROTOTYPE, DATE 11/6/2013 DIM # 8 REV NEW PR❑TO 0 JOB # 1905761 DR41YN BYryan85 SCALE 3/8' = 1'-0" SC -CONTROLS EXTERNAL COMPONENT DETAILS 0 0 ) (GAS RESET SAVINGS. 73% LIGHTS ) FANS 0, ALARM INDICATING LCD SCREEN. UTTON FUNCTIONS VARY BY MODEL TYPE. ENERGY MANAGEMENT SYSTEM SAVINGS INDICATOR CAT -5 CONNECTION ON REVERSE. -CONNECTED TO HOOD CONTROL PANEL. O MOUNTS IN STANDARD DOUBLE GANG JUNCTION BOX HMI— (USER INTERFACE) MOUNTS IN STANDARD 2 GANG BOX CONFIRM L❑CATION ON ARCH. DRAWING. HMI CONNECTS TO SC—EMS CONTROL BOX WITH SUPPLIED RJ45 CABLE. 4.50' ROOM TEMPERATURE SENSOR MOUNTS IN STANDARD SINGLE GANG ELECTRICAL BOX. INSTALL IN L❑CATI❑N TO PROVIDE MOST ACCURATE ROOM TEMPERATURE (NEAR RTU T—STAT OR RTU RETURN) AWAY FROM HEAT SOURCES. WIRE TO SC—EMS CONTROL BOARD WITH PROVIDED 2 WIRE LOW VOLTAGE CABLE. SC—ELECTRIC GAS VALVE VALVE PROVIDED BY CAS. (CALL 888-338-5225 TO ORDER). INSTALLATI❑N LOCATI❑N PER PLUMBING DRAWINGS. WIRE TO SC—EMS PANEL (TERMINALS 'GAS' & 'N1"). GAS RESET ON USER HMI. THERMISTOR SENSOR INSTALLATION DETAIL—CONVENTIONAL WELDED DUCT IOIES da RiD oer Edr�st 2 Fes that al need to M field MW to controller If r Iters to bo � Ntwrke k to be Yoh*d ro Mthrr than froo tap of hood THERMISTOR SENSOR INSTALLATION DETAIL—FACTORY BUILT DW DUCT Imre Ib er d r�aarts rZ r oat .r �a.d a r W .bw to controllercontroller. 7lrrok is t• be hoar hard r adoaot1Irl.rr ra heard If Dor, rktoMfW btdadhkaMhsarNrofrthr Mair Ira top M hood RISER COVER. RISER. DUCT STAT. # 171- QUICK SEAL. nslon 59361-1/2 Ing 11?X31!?SSPIPE -3R&3Z 117X211? SS PIPE -2R. # 100 -BW COVER. nslon Ring Cover 100 -BW THERMISTOR— (1) PER EXHAUST COLLAR FIELD INSTALL IN HOOD EXHAUST COLLAR WITHIN 4' OF CONNECTION TO HOOD (HARDWARE PROVIDED). WIRE TO SC—EMS CONTROL BOARD WITH PROVIDED 2 WIRE LOW VOLTAGE CABLE. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 21 2018 City of Tukwila BUILDING •1. RECEIVED CITY OF TUKWILA FEB 2 8 2018 PERMIT CENTER CAPTIVERIRE JOBC❑STC❑ XLT 3870 LOCATION PROTOTYPE, DATE 11/6/2013 DWG #9. REV NEW PR❑T❑ 0 JOB # 1905761 MANN BYryan85 SCALE 3/8' = 1'-0" JOB NO 1905761 MODEL NUMBER SC_EMS1011 DRAWN BY SCHEMATIC TYPE INSTALL JOB NAME COSTCO XLT 3870 NEV PROTO DATE 11/6/2013 DWo NO ECP #1-1 DESCRIPTI❑N OF ❑PERATI❑NI Energy Management System e/ 1 Exhaust Fan, Exhaust on In Fire, Lights out in Fire, Fans nodulate based on duct temperature. INVERTER DUTY THREE PHASE MOTOR REQUIRED' Room temperature sensor shipped loose for field Installation. BREAKER PANEL TO HOOD CONTROL PANEL 3 BREAKER PANEL 10 12 13 14 15 16 17 18 19 20 21 23 24 BREAKER 1PH 120 V 15 A BREAKER 3PH 208 V 15 AMP Responsibility' Electrician Hot Neutral Ground CONTROL POWER. DO NOT WIRE TO SHUNT TRIP BREAKER. 1ST HOOD LIGHT BREAKER SHARED W/ CONTROL POWER. SWITCH *1 LINE LINE LINE HEF-5 SM -1 HOOD PANEL -to Hla -9N1a --to L1a --Qua HoL3a HOOD CONTROL PANEL TO FANS / MUA Responsibility' Electrician HOOD PANEL Load Wiring H SM -1 I Vl F WIRE TO VFD QUICK MCI - CONNECTOR LOAD LRT. 1 LOAD LEG 2 LOAD LEG 3 GROUND FAN' 01 MUST HAVE ITS OWN CONDUIT DO NOT SHARE CONDUIT' FANS EF -5 WIRE TO DISCONNECT HOOD CONTROL PANEL TO ACCESSORY ITEMS Responsibility' Electrician HOOD PANEL HOOD PANEL TO Cla- FIRE SYSTEM �ClC MICROSWITCH IF MORE THAN ONE FIRE SYSTEM, WIRE IN SERIES AS SHOWN HOOD PANEL TO REMOTE MOUNTED SWITCHES HOOD PANEL TO HOOD LIGHTS 1400 W MAX �J4 maw O!IL WIRE C1 TO COMMON (1). WIRE AR1 TO NORMALLY CLOSED (2). C1 TO AR1 SHOULD HAVE CONTINUITY WHEN ARMED. I L_ COMPONENT MICROSWITCH 1 4'NO Etc 1c ,-.2114C-I J MS -1 4'NO sp{' 1 C� NCS MS -2 4,N0 J WIRE DIRECTLY TO CONTROL BOARD CAT -5 CONNECTION PLACE END OF LINE PLUG IN EMPTY JACK. PNS EOL120A HMI E❑L1 20A 2 BLACK WHITE GREEN WIRE TO J -BOX ON TOP OF HOOD HOOD LIGHTS 1 HOOD PANEL 1 T1Aa- TO I T1BC1- KITCHEN TEMP SENSOR HOOD PANEL I T2PC- TO B - DUCT SENSOR HOOD PANEL 1 T3A -- TO DUCT SENSOR HOOD PANEL ICASQ-- TO p N1 a - GAS VALVE 120V ONLY HOOD PANEL OSTCI- SIGNAL FOR IQ N1 C - EXTERNAL SHUNT TRIP HOOD PANEL O C2 c- SPARE FIRE rAR2a SYSTEM DRY CONTACT HOOD PANEL DSFCIO- DRY CONTACTjoSFC1a- ON/OFF WITH csrc SUPPLY FAN Ln_ GROUP 1 EMS SPEED ! V❑+Cl- 0-10V OUTPUT'vo-a- ON PCB (TOTAL) VFD ANALOG I 30 C- 0 -10V OUTPUT' 2 C- IN VFD (EACH VFD) WIRE TO CONTROL BOARD. SENSOR MOUNTED IN ROOM AWAY FROM HEAT SOURCES. SEE MANUAL ROOM TEMP WIRE TO CIJTROL BOARD. SENSOR MOUNTED IN EXHAUST DUCT HOOD 1 RISER 1 WIRE TO CONTROL BOARD. SENSOR MOUNTED IN EXHAUST DUCT HOT TO GAS VALVE J HOOD 2 RISER 1 GAS SOLENOI NEUTRAL ONLY ENERGIZED THROUGH LCD HMI WHEN FIRE SYSTEM ARMED. THE FOLLOWING CONNECTIONS MAY OR MAY NOT BE REQUIRED BASED ON JOBSITE SPECIFICATIONS HOT TO SHUNT COIL SHUNT COIL NEUTRAL FROM SHUNT COIL ST TERMINAL IS ENERGIZED IN FIRE CONDITION. COMMON J NORMALLY OPEN SPARE CONTACTS USED WHEN FIRE SYSTEM DISCHARGES TO DISABLE EQUIPMENT OR PROVIDE SIGNALS. (NOT FOR BUILDING FIRE ALARM) COMMON NORMALLY OPEN COMMON NORMALLY OPEN SPARE CONTACTS WILL MAKE COMMON TO NORMALLY OPEN WHEN SUPPLY FAN IS ON. - TO BMS WIRE TO ECPM03 TERMINALS. CONFIGURABLE OUTPUT. SEE ECPM03 OWNERS MANUAL. WIRE TO VFD TERMINAL STRIP. PROPORTIONAL TO FREQUENCY. SEE VFD OWNERS MANUAL. NOTE TO INSTALLER' THIS CONTROL PANEL HAS FAN PROVING SHUTDOWN ENABLED. SEE MANUAL FOR REQUIREMENTS. CALIBRATON REQUIRED'' - TO BMS REVIEWED FOR CODE COMPLIANCE APPROVED MAR 21 2018 City of Tukwila BUILDING RECEIVED CITY OF TUKWILA FEB 282018 PERMIT CENTER / A 1 B 1 C 1 D 1 E UNLESS SPECIFIED OTHERWISE, ALL FACTORY AC WIRING 16 AWG. ALL FACTORY DC WIRING 18 AWG, 1 J9 120V 2 3 4 PANELLID'II Gam— -CI- - CONTROL INPUT 120V H1=LINE, N1=NEUTRAL, 15A BREAKER, DO NOT CONNECT TO SHUNT TRIP BREAKER, SEE INSTALLATI❑N SCHEMATIC FOR ADDITI❑NAL REQ, Cl b t7 I 6 DC+ 7 8 9 10 BL RD -1 PR<R❑1 MAKE UP AIR INTERLOCK. JUMPER J10 ECPM03 AR1 SF1>K BK RA -1 RA -2 WH WH N EF1 � {�� WH PANEL COOLING N1 SWITCHES F 1 PUT END OF LINE PLUG IN EMPTY RJ45 JACKS, PN+ EOL120A CAT -5 CABLE. LENGTH AS REQUIRED. NOTE. All Items on ECPM03 J3 line to be daisy chained from one component to the next, with EOL120A at end of line. Place PN. EOL120A In empty RJ45 port. ECPM03/DAISY CHAIN J3 2 1 H 1 MOTOR POWER CIRCUIT 3 PH 208 V 15 AMP 14 AWG BK IR NM le WA "VIM GN l► 1I DO .lyiC. 0199Cl BK BK GR BK BK BK O BK�� BKBK GR BK BK�� BK O U/T1 V/T2 W/T3 L1 L2 L3/N I MTR'EF-5 VFDMESV222NO2YXB571 FLA19.5 HPI 3.000 P100101 P107100 Noe 98 P150101 P610111 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 21 2018 City of Tukwila RECEIVED CITY OF TUKWILA FEB 28 2018 PERMIT CENTER DRY CONTACTS (SHOWN DE -ENERGIZED) 14 AWG RA -1-1 14 AWG WPM 14 AWG YW RA -2-1 • ON/OFF NO. WITH C Y W SUP RA -2-2 ON/OFF WITH FIRE SC -20 x 18 x 8.62 BOX/ FACTORY WIRING SCHEMATIC CIRCUIT BOARDS ECPM03 EMS Rev. 1.11 HMI Rev. 2.01 120x. 8VAC RELAY NO NC COIL COM 4 3 2 1 8 7 615 24 R DC REL NO NC +A1 A2 COIL COM 14 12 11 COMPONENT LIST LABEL DESCRIPTION ST -X Starter _ PN:varies OL -X Overload _ PN:varies C -X Contactor PN varies PS -1 Power Sup. 24VDC PN:DR-15-24 RA -x 120V Relay DPDT PN:34.110.0184.0 RD -x -HI 24VDC High Inrush PN 788 -324 -High -In.. CS -x Current Sensor PN:A/CTA-50 LEGEND ---FIE D WIRING FACTORY WIRING BK- BLACK YW- YELLOW BL- BLUE GY- GREY BR- BROWN PR- PURPLE OR- ORANGE RD- RED WH- WHITE OR/BL- CR/BL STRIPE BL/RD- BL/RD STRIPE RD/GN- RD/GN STRIPE WH/BL- WH/BL STRIPE 1. JOB NAME 1 COSTCO )(LT 3870 .. DRAWING TITLE SC-EMS1011 DESCRIPTION OF OPERATION Energy Management System w/ 1 Exhaust Fan, Exhaust on In Fire, Lights out In Fire, Fans modulate based on duct temperature. INVERTER DUTY THREE PHASE MOTOR REQUIREDI Room temperature sensor shipped loose for field Installation. JOB NO DRAWN BY 1905761 TYPE DATE FACTORY 11/6/2013 DWG ND ECP 81-2 J 8/1/2018 I"1 r City of Tukwila Department of Community Development BRYAN SANDQUIST 5102 20TH ST E, STE 102 FIFE, WA 98424 RE: Permit No. M18-0033 COSTCO.- FOOD COURT 400 COSTCO DR Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 9/24/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 9/24/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Permit Technician File No: M18-0033 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 °PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M18-0033 PROJECT NAME: COSTCO - FOOD COURT SITE ADDRESS: 400 COSTCO DR DATE: 09/26/18 Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # _X Revision # 1 after Permit Issued DEPARTMENTS: A M '11v[v Building Division Public Works A -vi M c13 -He Fire Prevention ik Structural Planning Division El ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 09/27/18 Not Applicable ❑ Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required El (corrections entered in Reviews) DUE DATE: 10/25/18 Approved with Conditions n Denied (ie: Zoning Issues) El Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 Cr-)ERMIT COORR COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M18-0033 DATE: 02/28/18 PROJECT NAME: COSTCO - FOOD COURT SITE ADDRESS: 400 COSTCO DR X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Ili Building Division \ L6 Public Works A c ■ Fire Prevention Structural n Planning Division Permit Coordinator r PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 03/01/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered inn Reviews) , Notation ✓) % I 1 V v �(7 Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 03/29/18 n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PROJECT NAME: 0:)1t.10,1_- d4SITE ADDRESS: TOO (OD r PERMIT NO: N'I itO�,I ORIGINAL ISSUE DATE: I'.2.-0511 REVISION LOG REVISION NO. 1 DATE RECEIVED L� >-,��` ISSUED DATE STAFF INITIALS ISSUED DATE 41 -Summary j^j C/ STAFF I I IALS of Revision: Summary of Revision: " Received by: Received by: `,) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: " Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Q1 - 5 / F Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: � c3 ST( 1'1006 i? -0033 RECEIVED CITY OF TUKWILA SEP 25 2018 PERMIT CENTER Project Address: 4-/00 CO S TCD OA( Contact Person: e/k.)-e5 Summary of Revision: )0PciFi A-TioNs ,¢^j0 /ti5z4// �A c?o{2y 13 N, / T Po, w4 /( Ve4 e Phone Number: 2- S3 — Z7'1— Z3-0 I /z1/ - ft, V4 0c7 Sheet Number(s): 30 /my es 0_,0,015- Received p;S "Cloud" or highlight all areas of revision including date of revision z Received at the City of Tukwila Permit Center by: Entered in TRAKiT on /P9 has kr W:tPermrt Center\Templates\Forms1Revision Submittal Formdoc Revised: August 2015 A6t) REFRIGERATION UNLIMITED IN,:- Page 1 of 2 U llorne. Espanol Contaict (Search L&I Safety & Health Claims & Insurance Washington State Department of `% Labor & Industries A -Z Index Help My I.&I Workplace Rights Trades & Licensing REFRIGERATION UNLIMITED INC Owner or tradesperson Principals KNUTZ, KURT LEROY, VICE PRESIDENT PATRICK, RICK L, CHIEF EXECUTIVE OFFICER KNUTZ, ADAM L, MEMBER Doing business as REFRIGERATION UNLIMITED INC WA UBI No. 601 920 980 5102 20th st east ste 102 Suite 102 FIFE, WA 98424 253-474-3100 PIERCE County Business type Corporation Governing persons KURT L KNUTZ RICK L PATRICK; SEAN PATRICK; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. REFRIUI011 KS Effective — expiration 05/10/1999-10/20/2018 Active. Meets current requirements. Bond Ohio Cas Ins Co $12,000.00 Bond account no 023024241 Received by L&I Effective date 03/20/2013 03/15/2013 Expiration date Until Canceled GREAT AMERICAN INS CO OF NY Bond account no. 790286534220 $6,000.00 Received by L&I Effective date 03/27/2003 04/09/2003 Cancelation date 04/09/2018 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601920980&LIC=REFRIUI011 KS&SAW= 3/28/2018 REFRIGERATION UNLIMITED INC Insurance ........................_.. American Fire & Casualty Co Policy no. BKA56318872 \ $1,000,000.00 Received by L&I Effective date 09/22/2017 10/01/2017 Expiration date 10/01/2018 Insurance history Savings 9.. No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 875,922-02 Doing business as REFRIGERATION UNLIMITED INC Estimated workers reported Quarter 4 of Year 2017 "51 to 75 Workers" L&I account contact T3 / KAYLENE MONIER (360)902-6627 - Email: BRKB235@Ini.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ...................................... _............ No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 09/17/2014 Inspection no. 317447480 Location 2420 N. Proctor St. Tacoma, WA 98406 No violations Page 2 of 2 O Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601920980&.LIC=REFRIUI011 KS&SAW= 3/28/2018 AIAN1 Remodel\_400M— 1 .dwg, PARTIAL PLAN SCALE: 1/1.6" = HVAC LEGEY D 24/48 1 ((11 C 0 02 CONT. TYP. CFM DB DG WB MBH ESP EG RG CD RA SA CDF RGF CDFP RGFP CO VD MBS M.0 G.0 S.O.I.C. AIR DUCT — FIRST # IS SIDE SHOWN FLEXIBLE DUCT CONNECTION TURNING VANE SUPPLY DUCT UP RETURN DUCT UP SUPPLY DUCT DOWN RETURN DUCT DOWN AIR VOLUME DAMPER CEILING DIFFUSER SQUARE TO ROUND DUCT TRANSITION CONDENSATE DRAIN AIR CONDITIONER #1 THERMOSTAT THERMOSTAT (W/LOCKING COVER) SENSOR HUMIDISTAT CARBON DIOXIDE CONTINUATION TYPICAL CUBIC FEET PER MINUTE DRY BULB TEMPERATURE DOOR GRILLE WET BULB TEMPERATURE 1,000 BRITISH THERMAL UNITS/HR. EXTERNAL STATIC PRESSURE EXHAUST GRILLE RETURN GRILLE CEILING DIFFUSER RETURN AIR SUPPLY AIR CEILING DIFFUSER WITH FIRE DAMPER RETURN GRILLE WITH FIRE DAMPER CEILING DIFFUSER FOOD PREPARATION RETURN GRILLE FOOD PREPARATION CLEAN OUT VOLUME DAMPER METAL BUILDING SUPPLIER MECHANICAL CONTRACTOR GENERAL CONTRACTOR SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR HVAC EQUIPMENT SCHEDULE—S.O.I.C. SYMBOL STRUCTURAL VERIFICATION EXISTING UNIT DATA SYMBOL ITEM SERVES MFR/# DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES MFR/# HEAT ELECTRICAL NET WEIGHTS NEW NET WEIGHTS REMARKS AC -3 AIR CONDITIONER FOOD SERVICE TRANE YHC120F4 RYA --06 125 MBH TOTAL COOLING, 111 MBH SENSIBLE, 81.6 AMB, 83.2 EDB, 66.2 EWB, 4000 CFM @ 0.5" ESP, EER = 12.4, 200 MBH INPUT, 160MBH OUTPUT, 80% AFUE 460V/30 30 MCOP 20.6 FLA delivery by controls operation COIL W/HAIL BREAKER *LOW *OVERSIZED FACTORY SERVICE FACILITY time @ email: installer. manual GUARD *THROUGH LEAK ECONOMIZER MOTOR INSTALLED MOTORIZED 64 Iperry@costco.com sensor/t'stat THE BASE WITH *SINGLE ZONE OUTSIDE 215 CFM MIN 0/A 2400 CFM MIN 0/A FOR INTERLOCK WITH KEF-5 S.I.O. GAS & ELECTRICAL FAULT DETECTION/DIAGNOSTICS VAV *STAINLESS STEEL HEAT AIR DAMPER SO THAT (2) (70) EXCHANGER TRANE YHC12OA4 RHA NATURAL GAS 200 MBH 460V//a 30 MCOP MCA E UNIT E CURB : E DUCT 2300 #:(E)TOTAL 1478 #(:NEW UNIT 120 :ADAPTER 570EDUCT 2302 #(:NEW TOTAL NEW UNIT WEIGHTS 2# MORE THAN EXISTING CONDITION GENERAL NOTES — All equipment furnished by costco, installed by m.c. contact costco purchasing dept. to coordinate — AC units provided with D.D.C. communications interface controlled by building management system sensors @ +72", t'stats at. 48" A.F.F. — Contractor to install all items listed in equipment submittal per manufacturers installation and — Roof curbs provided by M.B.S. unless otherwise noted (2) *MICROPROCESSOR CONTROLS *HINGED PANELS/2" MERV 8 FILTERS *STANDARD CONDENSER *POWERED CONVENIENCE OUTLET *FROSTAT & CRANKCASE HEATER *UNIT MOUNTED CIRCUIT *BACNET COMMUNICATIONS INTERFACE *FAN FAILURE SWITCH AND DISCHARGE AIR SENSING TUBE (70) UNIT SHALL BE CONTROLLED BY BMS. UNIT SHALL BE CAPABLE OF 50% OUTDOOR AIR, AND HAVE WHEN PIZZA OVEN HOOD SYSTEM IS OPERATING AC UNIT CAN PROVIDE MAKE—UP AIR TO FOOD HVAC EQUIPMENT SCHEDULE—S.O.I.C. SYMBOL ITEM SERVES MFR/# DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES OU -17 AIR CONDITIONER FOOD SERVICE TRANE 4TXK8536A1 3 TON AIR COOLED CONDENSING UNIT, HEAT PUMP 1/4" LIQUID & 5/8" GAS LINES. 27 SEER 208V/10 35 MCOP 23 MCA 161 #:UNIT 74 LOCATED OUTSIDE ON ROOF (61) IU -17 AIR CONDITIONER FOOD SERVICE TRANE 4MXW8536A1 33.6 MBH TOTAL COOLING, 1200 CFM INDOOR UNIT POWERED FROM OUTDOOR UNIT 44 #:UNIT 74 LOCATED IN FOOD SERVICE (72) GENERAL NOTES — All equipment furnished by costco, installed by m.c. contact costco purchasing dept. to coordinate delivery time @ email: Iperry@costco.com — AC units provided with D.D.C. communications interface controlled by building management system by controls installer. sensor/t'stat S.I.0. sensors @ +72", t'stats at 48" A.F.F. — Contractor to install all items listed in equipment submittal per manufacturers installation and operation manual — Roof curbs provided by M.B.S. unless otherwise noted (61) LOCATE UNIT BY LANDSCAPING SUSPENDED FROM PARKING GARAGE PER DETAIL (72) TO BE SUPPLIED WITH PROGRAMMABLE ELECTRONIC NIGHT SET—BACK THERMOSTAT AND CONDENSATE PUMP HVAC EQUIPMENT SCHEDULE—S.O.I.C. SYMBOL ITEM SERVES MFR/# DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES HCC HOOD CONTROL CABINET PIZZA HOOD CAPTIVEAIRE SC—EMS2011 ETL LISTED WALL MOUNT CONTROL CABINET. INSTALLED BY E.C. LOCATE PER ELECTRICAL DRAWINGS. CONNECTIONS FOR EXHAUST FANS, LIGHTS, ROOM SENSOR, DUCT SENSOR AND USER INTERFACE. 208V/30 RG 41 RETURN (11) HMI CONTROL MODULE KEF-5 CAPTIVEAIRE HMI HOOD CONTROL PANEL USER INTERFACE. 43 (E) EF -5 HOOD EXHAUST FAN PIZZA HOOD CAPTIVEAIRE CASRE 18DD 2500 CFM @1.25 " ESP.UL 762 LISTED, UP—BLAST, DIRECT DRIVE CENTRIFUGAL UTILITY SET. PROVIDE WITH GREASE CUP AND RAIN COVER. CONTROLLED BY HOOD MANAGEMENT SYSTEM 3 HP 208V/30 200# INTER—LOCK WITH AC -3 0/A INTAKE & CONTROL MODULE. 24" SQ. ROOF OPENING 24" MINIMUM CURB HEIGHT (1) H-3 PIZZA V HOOD SERVICEOOD CAPTIVEAIRE MODEL 6630ND-2—PSP—B, E.T.L. LISTED 3054804-001/002 TYPE 1 HOOD WITH FILTERS, LIGHTS & TEMPERATURE SENSOR, 18 GA. STAINLESS STEEL CONSTRUCTION. 842# 19 HRS ROOM SENSOR KEF-5 CAPTIVEAIRE ROOM TEMP SENSOR LOW VOLTAGE TEMP SENSOR MOUNTED IN SINGLE GANG ELECTRICAL BOX. 43 GENERAL NOTES: — ALL EQUIPMENT FURNISHED BY COSTCO, INSTALLED BY M.C. CONTACT COSTCO PURCHASING DEPT. TO COORDINATE DELIVERY TIME @ FAX (425)313-6770. — CONTRACTOR TO INSTALL ALL ITEMS LISTED IN EQUIPMENT SUBMITTAL AS FIELD INSTALLED. INSTALL PER MANUFACTURERS INSTALLATION AND OPERATION MANUAL. (1) ADAPTER CURB PROVIDED BY G.C. (11) M.C. TO UNCRATE H.C.C. AND PROVIDE TO E.C. FOR MOUNTING AND LINE VOLTAGE CONNECTIONS. ALL LOW VOLTAGE CONNECTIONS BY M.C. AIR TERMINAL SCHEDULE SYMBOL MANUFACTURER SERVICE MODEL PATTERN DAMPER NECK FRAME LOCATION * CD TUTTLE & BAILEY SUPPLY SQD BLADE LAYIN OPTICAL RG TUTTLE & BAILEY RETURN PR PERFORATED LAYIN OPTICAL * VERIFY NUMBER OF DIFFUSERS AND ALL LOCATIONS ON PLANS — DIFFUSER IS NOT REQUIRED IF NOT ON PLANS ** DIFFUSER TO HAVE BRUSHED STAINLESS STEEL FACE. DO NOT PROVIDE WITH FILTER. MECHANICAL PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE. O2 NEW AC UNIT ON ADAPTOR CURB. REPLACE EXISTING AC UNIT WITH NEW AC UNIT. INSTALL ADAPTOR ON EXISTING CURB AND NEW AC UNIT ON ADAPTOR. CONNECT GAS AND CONDENSATE WHERE APPLICABLE. FIELD VERIFY SIZE, LOCATION AND DIMENSIONS OF EXISTING AC UNIT AND CURB. SCRAPE EXISTING GASKET AND ADHESIVE FROM CURB AND REPLACE WITH NEW NEOPRENE GASKET FOR BOTH ADAPTER CURB AND NEW UNIT. ADAPTOR CURB TO BE PRE—ENGINEERED BY THYBAR OR EQUIVALENT. FOR COORDINATION WITH THYBAR CONTACT BILL MARZEC (775-343-0600) @ THYBAR TO ORDER ADAPTOR CURBS. EXISTING STAINLESS STEEL CURBS TO BE EQUIPPED WITH STAINLESS STEEL ADAPTOR CURBS. G.C. TO SUBMIT STAMPED DRAWING FOR ADAPTOR CURB. SUBMITTAL TO INCLUDE CONNECTIONS BETWEEN EXISTING CURB & ADAPTOR CURB; AND CONNECTION BETWEEN ADAPTOR CURB & NEW AC UNIT; AND ADAPTOR CURB WEIGHT. 10 INSTALL NEW SPLIT SYSTEM. MC TO LOCATE NEW OUTDOOR UNIT ABOVE BEAM. MAINTAIN MINIMUM SERVICE CLEARANCE FROM EXISTING SKYLIGHTS AND UNITS. DEMO EXISTING EXISTING SUPPLY DUCTS INSIDE THATCHED AREA. DEMO (E) EXHAUST DUCT TO EXHAUST DROP. GENERAL MECHANICAL NOTES THE FOLLOWING NOTES APPLY TO THE ENTIRE PLAN AS APPLICABLE M.C. SHALL ENSURE ALL ROOF TOP EQUIPMENT IS LABELED CORRECTLY AND MATCH CALLOUTS ON PLN ON THE INSIDE & OUT OF THE BUILDING. THIS INCLUDES HVAC UNITS AND EXHAUST FAN. LABELS SHOULD BE IN 6" BLOCK LETTERING IN BLACK COLOR AND LOCATED WHERE EASILY VISIBLE FROM THE ROOF HATCH. MAINTAIN A MINIMUM OF 10'—O" BETWEEN EXHAUST OUTLET AND UNIT FRESH AIR INTAKE. COORDINATE ALL MECHANICAL DUCTWORK LOCATIONS WITH ELECTRICAL EQUIPMENT. NO DUCTWORK WILL BE ALLOWED TO RUN OVER THE TOP OF ELECTRICAL DISTRIBUTION EQUIPMENT OF PANELS DIMENSIONS ARE TO COLUMN LINES. APPLICABLE BUILDING CODE:2015 IBC APPLICABLE MECHANICAL CODE:2015 IMC APPLICABLE ENERGY CODE:2012 WSEC PROVIDE TIE DOWN FOR ALL FLUES & VENTS OF 3' OR TALLER. FIELD VERIFY EXISTING FIRE SPRINKLERS AND DUCT DETECTORS. REINSTALL AND RECONNECT DUCT DETECTORS OR REPLACE WITH EQUAL. ALL CONDENSATE PIPING TO BE SLOPED AT 2% MINIMUM UNLESS OTHERWISE NOTED. RUN PIPING IN TRUSS SPACE PERPENDICULAR OR PARALLEL TO BUILDING JOIST OR GIRDERS. FOR PASSING BELOW SOLID GIRDERS MOUNT PIPING 6" MAXIMUM. FROM BOTTOM OF GIRDER. DO NOT BLOCK LIGHTING AND SKYLIGHTS FILE COPY Permit No. yl (e- 0033 Pian revirw approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Cop d r onditions is acknowledged: City of Tukwila BUILDING DIVISION REVISIONS No changes shall he made to the scope of work ,rithc+ prior approval of J I Bung Divis!cn N 1 1 :.lii rc iuire a ne';jj3,t t Wan suamlffai i and may it c:ude additional plan review fees. :A: 11'= FcriMIT • _. - ,-:pit. ZD FOR: 0 Mechanical EQ,Elecfrical Iumbing �s Piping }f Tukwila _ DIVISION 7' ,zerwrAoymr*., 4e-Awr 0%. r goy Ariok IlOrr v 11'4: ��1 (E)VD _.;OrL (E)12/12 CDFP 445 CFM (TYP. OF 2) II,I;iVr ' 14 Awry. A/1►w ffrIrVi 00)fir �i441 HOAkeiAvP4dAagl0A- 4,0 4,0 io1 -64f4�V 10W , /ate tormataw -41 (E)12/12 CDFP 450 CFM (TYP. OF 3) J 24 :T 24 RCFF OF 2` P 0 4 UM 5 (E)T-STAT TO R AINL z FOOD SERVICE DEMO HVAC PLAN SCALE: 1/4" = 1'-0" DEMO (E) REURN DUCT REVIEWED FOR CODE COMPLIANCE APPROVED N . MAR 21 2818 pity of Tukwila RECEIVED CITY OF TUKWILA FEB 28 2018 PERMIT CENTER $- 0L333 0 z 0 u z FOOD SERVICE z PARTIAL FLOOR CHECKED:PKR/CWC DRAWN: CJG REVISION DATE: ISSUE DATE: FEBRUARY 23, 2018 ARCHITECT REFERENCE NO: 93 -0440 - w J 0 z z ILi l- aw w° a ow 00 U z > ct0 z a. w o� 0 LLQ 0 1 x aZ z 0 PROJECT NO:17-400 HCC) Remodel\400M-2.dwg, : \201 7\400- 4-0-9\17-400 4"X6" TREATED WOOD SLEEPERS FASTENED TO ROOF DECK SPLIT SYSTEM AC OUTDOOR UNIT MOUNTED TO SLEEPERS. BUILT-UP ROOF PROVIDE DECKTITE FOR SUPPLY & RETURN REFRIGERANT LINES. REFRIGERANT GAS SUCTION RETURN LINE REFRIGERANT LIQUID SUPPLY LINE FOOD SERVICE —4— CEILING LIGHTS SPLIT SYSTEM AC INDOOR UNIT MOUNTED ON WALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS. CONDENSATE FOR INDOOR UNIT TO CONDENSATE DRAIN../ FLOOR HOOD CONTROL CABINET CAPTIVEAIRE SC-EMS201 1 (S.O.I.C) LOW VOLTAGE WIRING FOR HOOD TEMP. SENSORS BY M.C. LOW VOLTAGE WIRING FOR HVAC INTERLOCK BY M.C. (FOOD SERVICE ONLY) LINE IN FROM BUILDING POWER SUPPLY BY E.C. CAT 5 WIRING TO USER INTERFACE BY M.C. d h (aNsuL) I I _.4)WIRING FOR ANSUL SYSTEM INTERLOCK BY E.C. (HCC) v —(HRS) —(HGV) —EXHAUST FAN —EXHAUST FAN —HOOD LIGHTS — POWER OUT TO EQUIPMENT BY E.C. SHUNT TRIP BREAKER FOR EQUIPMENT UNDER HOOD BY E.C. HOOD CONTROL SYSTEM SCHEMATIC FOOD SERVICE SCALE: NONE SPLIT SYSTEM AC UNIT DETAIL SCALE: NONE PROVIDE WEATHER PROOF SEAL. VERIFY NO AIR LEAKS AT SEAMS. ROOF GAS PRESSURE REGULATOR EXIST. CURB/ ADAPTER CURB VERIFY OPERATION OF EXISTING SMOKE DETECTOR AND REPLACE AS REQUIRED. SA RA EXISTING AC UNIT & DUCT ELEVATION DETAIL SCALE: NONE ETL LISTING — # 3054804-001 MAKE: CAPTIVE AIRE MODEL: 6630ND-2-PSP-B (2)6'-9" X 5'-3" X 30" TYPE 1 HOOD-18GA. SS *HOOD TO BE PROVIDED WITH FACTORY INSTALLED 0" CLEARANCE HOOD TOP. NOTE: SUPPLY CLEANOUTS AT ELBOWS & EVERY 12' OF HORIZONTAL DUCT. 1" LAYER OF INSULATION FACTORY INSTALLED IN 3" END STANDOFF. EXISTING SA/RA DUCTS TO REMAIN (HCC) LOCATED PER ELECTRICAL DRAWINGS. CEILING 11 CABLE FROM TO ( HMI AND 11 :Y M.C. 11 HRS 1/2"CONDUIT IN WALL TO ABOVE CEILING BY E"- ( HRS M.C. MOUNTED IN 1 -GANG BOX BY M.C. LOCATE PER PLAN - HMI MOUNTED IN 2 -GANG BOX BY M.C. LOCATE PER PLAN SIDE VIEW 11 I 1 /2"CONDUIT IN WALL 1I TO ABOVE CEILING BY 11 M.C. 11 Iftl=1 ( ©72" 11 11 HRS HMI X48" FRONT VIEW HOOD CONTROL USER INTERFACE DETAIL SCALE: NONE q- 3 CLEARANCES HOOD OVERHANG BEYOND EQUIPMENT: /4/.//, FIELD CUT EXHAUST OPENING ALONG HOOD TO MINIMIZE OFFSETS IN 21" DUCTWORK. COORDINATE 42" 42" WITH STRUCTURAL FRAMING INSTALLER TO RELOCATED SUPPORT JOIST TO AVOID DUCTWORK. (TYP. OF 2) 28" mo'► 9" '9f— 66 HOOD 21" NOTES: 1. MATERIAL: 304 S.S. INNER/ ALUMINIZED 2. ALL ADDITIONAL SUPPORTS BY OTHERS. 3. FAN CURBS ARE 27 INCHES TALL ABOVE 66" PLAN VIEW OUTER/ 3" INSULATION. ROOF JOISTS. FAN ADAPTER PLATE (DW2616TP) CLEARANCE FRONT 6" SIDES 6" DISTANCE FROM OUTSIDE EDGE OF HOOD TO SURROUNDING MATERIALS: CFM AIR FLOW FORMULA (PER UL LISTING): (TYP. OF 2) Q = 200xL = 200(6.5 FT) = 1300 CFM MIN. DUCTS DUCT CONNECTION TO HOOD: (TYP. OF 2) DUCT SIZE: 12"0 = 0.79 SQUARE FEET DUCT CONNECTION TO FAN: DUCT SIZE: 161'0 = 1.40 SQUARE FEET MAKE-UP AIR SUPPLIED FROM FOOD SERVICE AC UNIT. NON -INSULATED, NON-COMBUSTIBLE CURB. NON-COMBUSTIBLE FLASHING AROUND BASE OF CURB AND DUCT. EXHAUST DUCT UP TO FAN. CENTER DUCT BETWEEN EXHAUST RISERS. ADJUST TO LEFT \` OR RIGHT TO AVOID STRUCTURE AS REQUIRED. 1/2" HANGER RODS & SUPPORTS AS REQ. BY M.C. SEE STRUCTURAL DRAWINGS. CLEAN OUT(TYP.) SUPPLY DUCT HANGING ANGLE IFfizi ITai♦wisza-__ W TRANSITION TYP _-#° Lr= , D �r FILTERS FILTER CONFIGURATION AND AIR VELOCITY FOR HOOD: (TYP. OF 2) FILTER SIZE: 20"H x 20"W = 2.78 SQ. FT.(2.23 SF FA) NUMBER OF FILTERS: 4 TOTAL FILTER AREA: 4 x 2.23 SQ. FT. = 8.92 SQ. FT. AIR VELOCITY: 1500 CFM / 8.92 SQ. FT. = 168 FPM STATIC PRESSURE & EXHAUST FAN EXHAUST FAN CFM: 3000 CFM EXHAUST DUCT VELOCITY TO FAN: 2143 FPM STATIC PRESSURE: GREASE FILTER 0.24" HOOD RISER 0.30" 12'10 DUCTS & FITTINGS 0.19" CONVERGING TEE 0.36" 161'0 DUCTS 0.07" 20% SF 0.23" TOTAL S.P. 1.39" EXISTING EXHAUST FAN. SEE DETAIL GREASE TROUGH HINGE CURB BY M.B.S. G.C. TO PROVIDE NEW TWO HOUR RATED FIRE WRAP ASSEMBLY (ASTM E2336 RATED) FOR EXISTING DUCT. 12/12 DUCT FACTORY INSTALLED HOOD TEMP. SENSOR. M.C. TO PROVIDE AND INSTALL LOW VOLTAGE WIRING TO HOOD CONTROL CABINET. CLEAN OUT (1 PER HOOD SECTION) (TYP.) 9'-0" CEILING -7 30" CAPTIVE-AIRE HODS ARE BUILT IN COMPLIANCE WITH NFPA #96 NSF UL 710 & ULC710 STANDARDS E.T.L. LISTED 3054804-001 NOTES: • HOOD SHALL BE INSTALLED COMPLETE WITH FIRE SUPPRESSION SYSTEM AND SOLENOID VALVE AT FUEL LINE OR ELECTRICAL POWER SUPPLY OF EQUIPMENT. AUTOMATIC FIRE EXTINGUISHING SYS SHALL BE INTERCONNECTED TO THE FUEL SOURCE & ARRANGED TO AUTOMATICALLY SHUTOFF EQUIPMENT UNDER THE HOOD AND ANY MAKE UP AIR WHEN THE SYSTEM IS ACTUATED. SHUTOFF VALVES OR SWITCHES SHALL BE OF A TYPE THAT REQUIRES MANUAL OPERATION TO RESET. FIRE SUPPRESSION SYSTEM, INSTALLED BY G.C., SHALL BE CAPABLE OF SENDING AN ALARM SIGNAL TO THE MONITORING SERVICE WHEN ACTUATED. ALL SOLENOID VALVES, FUEL SHUTOFFS & EQUIPMENT INTERLOCKS AND SWITCHES SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. FIRE SUPPRESSION SYSTEM SHALL NOT RUN HORIZONTALLY WITHIN EXPOSED HOOD CAPTURE CAVITY. TO CONTACT APPROVED SUBCONTRACTORS FOR ANSUL SYSTEM INSTALLATION. FIRE CONTRACTOR TO PROVIDE REVIEW AND APPROVAL OF THE FIRE SUPPRESSION SYSTEM BY THE FIRE DEPARTMENT. W/REMOVABLEAICUP (TYP.) �` I SUPPLY DUCT SIZE PER PLAN NFPA 5'-7" 1 " 9 6" 9'-3" FRONT ELEVATION FIRED CONVEYOR OVEN. 5'-6"- END ELEVATION 6 `IVO OFFSETS' ALLOWED IN DUCTWORK o CONNECT NEW 12/12 DUCT TO EXISTING 14/14 EXHAUST DUCT. ____Ari G.C. TO PROVIDE NEW TWO HOUR RATED FIRE WRAP ASSEMBLY (ASTM E2336 RATED) FOR NEW DUCT. TOP OF HOOD OPEN TO 3" WAREHOUSE/STRUCTURE ABOVE. TRANSITIONS AS REQ. TO HOOD. 20" U.L. CLASSIFIED LIMITED BAFFLE -TYPE GREASE FILTERS (TYP.) HMI 1 HOOD/EXHAUST — MANUAL PULL STATION. CONTROL. MOUNT ON COORDINATE W/FIRE BACK SIDE OF 'WALL ALARM SYSTEM. TOWARD SERVING SIDE. SEE DETAIL PIZZA OVEN BY COSTCO GAS COMBUSTIBLE WALL PER ARCH. r1 Aga ;1 ' 12"0 CAPTIVEAIRE INC. VD 78" PIZZA OVEN 80" PREFABRICATED DW GREASE DUCT. M PIZZA OVEN HOOD H-3 & EXHAUST FAN DETAIL SCALE: NONE SEE DETAIL FOOD SERVICE HOOD CONTROL MOUNT @ 8'-0" A.F.F VERIFY LOCATION WITH E.C. RAIN CAP ASSEMBLY MIN.. 40" DISCHARGE UTILITY SET' GREASE CUP SEE SCHEDULE FOR MINIMUM REQUIRED CURB HEIGHT AND SUPPLIER CENTRIFUGAL EXHAUST FAN, SEE SCHEDULE acti dEE QE P QE LOCK AND SPRING PIN FAN BASE EXTEND DUCT UP TO FAN INLET AND EXTERIOR BASE OF TOP CURB ROOF EXHAUST FAN SCALE: NONE FLEX DUCT 10' MAX. UPPLY i DUCT CONICAL SPIN IN VOLUME DAMPER DUCT MATERIAL PER OTHER DETAIL NYLON TIE -STRAPS \N LAY -IN CEILING DIFFUSER STRUCTURAL SUPPORT FROM ANCILLARY TYPICAL ANCILLARY STRUCTURE (PHARMACY, OPTICAL, OFFICE, HEARING, E.D.P) DIFFUSER INLET DETAIL SCALE: NONE 16/6 DN TO OVEN HOOD. SEE DETAIL Q� GREASE DUCT TEST (2015 IMC 506.3.2S) Prior to the use or concealment of any portion of a grease duct system, a leakage test shall be performed. Ducts shall be considered to,he concealed where installed in shafts or covered by coatings or wraps that prevent the ductwork from being visually inspected on all sides. The permit holder shall be responsible to provide the necessary equipment and perform the grease duct leakage test. A light test shall be performed to determine that all welded and brazed joints are liquid tight. A light test shall be performed by passing a lamp having a power rating of not less than 100 watts through the entire section of ductwork to be tested. The lamp shall be open so as to emit light equally in all directions perpendicular to the duct walls. A test shall be performed for the entire duct system, including the hood -to -duct connection. The duct work shall be permitted to be tested in sections, provided that every joint is tested. For listed factory -built grease ducts, this test shall be limited to duct joints assembled in the field and shall exclude factory welds. 12/12 AT HOOD. 1500 CFM (TYP. OF 2) SEE DETAIL PIZZA OVEN EXHAUST HOOD 28/6 DN TO OVEN HOOD. 350 CFM (TYP. OF 3) SEE DETAIL KEEP EXISTING EXHAUST FAN. ROUTE (E) 14/14 DUCT TO NEW OVEN. SEE DETAIL (TYP.) 12"0 CDFP 325 CFM 12" VD VD 18 II , ____vo mew _, Or All„:1 VD III: i ail si i 1 i tr--Aa 0 ......._ ..... 120'0 r Pliva ( HMI ) SEE DETAIL FOOD SERVICE HOOD CONTROL MODULE 121'0 CDFP 17, SEE DETAIL FOOD ! SERVICE ROOMI SENSOR 1 24/24 RGFP 12"0 CDFP 325 CFM 12" 121'0 CDFP 350 CFM 12"0 CDFP 325 CFM YrY 12"0 CDFP 325 CFM VD 1117 Type I Hood Special Inspections Type I hoods and ducts shall be inspected by approved inspection agencies that satisfy the requirements as to qualifications and reliability. Final inspection reports from such approved agencies of the Type I hood and duct shall be accepted by the code official after the special inspections of hood and duct have been completed. (2015 IMC SECTION 107 & IMC 506.3.2.5) SEE DETAIL FOOD SERVICE HVAC PLAN SEE DETAIL 52/26 SUPPLY 58/16 RETURN UP TO UNIT ON ROOF RUN SA Se RA DUCTS STRAIGHT DOWN TO TOP OF FRAMING. 00 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 1 2018 City of Tukwila RECEIVED CITY OF TUKWILA FEB 28 2018 PERMIT CENTER HVAC PLANS AND DETAILS ENLARGED DRAWN: CJG REVISION DATE: ISSUE DATE: FEBRUARY 23, 2018 ARCHITECT REFERENCE NO: 93 -0440 - UI 0 Lij Z LU UJ 0 1- 0 CK Of 0 CK 0 CD PROJECT N0:17-400 MATERIAL CLEARANCE FRONT NON-COMBUSTIBLE 0" SIDES NON-COMBUSTIBLE 0" BACK LIMITED COMBUSTIBLE 3" TOP OPEN TO WAREHOUSE a" CFM AIR FLOW FORMULA (PER UL LISTING): (TYP. OF 2) Q = 200xL = 200(6.5 FT) = 1300 CFM MIN. DUCTS DUCT CONNECTION TO HOOD: (TYP. OF 2) DUCT SIZE: 12"0 = 0.79 SQUARE FEET DUCT CONNECTION TO FAN: DUCT SIZE: 161'0 = 1.40 SQUARE FEET MAKE-UP AIR SUPPLIED FROM FOOD SERVICE AC UNIT. NON -INSULATED, NON-COMBUSTIBLE CURB. NON-COMBUSTIBLE FLASHING AROUND BASE OF CURB AND DUCT. EXHAUST DUCT UP TO FAN. CENTER DUCT BETWEEN EXHAUST RISERS. ADJUST TO LEFT \` OR RIGHT TO AVOID STRUCTURE AS REQUIRED. 1/2" HANGER RODS & SUPPORTS AS REQ. BY M.C. SEE STRUCTURAL DRAWINGS. CLEAN OUT(TYP.) SUPPLY DUCT HANGING ANGLE IFfizi ITai♦wisza-__ W TRANSITION TYP _-#° Lr= , D �r FILTERS FILTER CONFIGURATION AND AIR VELOCITY FOR HOOD: (TYP. OF 2) FILTER SIZE: 20"H x 20"W = 2.78 SQ. FT.(2.23 SF FA) NUMBER OF FILTERS: 4 TOTAL FILTER AREA: 4 x 2.23 SQ. FT. = 8.92 SQ. FT. AIR VELOCITY: 1500 CFM / 8.92 SQ. FT. = 168 FPM STATIC PRESSURE & EXHAUST FAN EXHAUST FAN CFM: 3000 CFM EXHAUST DUCT VELOCITY TO FAN: 2143 FPM STATIC PRESSURE: GREASE FILTER 0.24" HOOD RISER 0.30" 12'10 DUCTS & FITTINGS 0.19" CONVERGING TEE 0.36" 161'0 DUCTS 0.07" 20% SF 0.23" TOTAL S.P. 1.39" EXISTING EXHAUST FAN. SEE DETAIL GREASE TROUGH HINGE CURB BY M.B.S. G.C. TO PROVIDE NEW TWO HOUR RATED FIRE WRAP ASSEMBLY (ASTM E2336 RATED) FOR EXISTING DUCT. 12/12 DUCT FACTORY INSTALLED HOOD TEMP. SENSOR. M.C. TO PROVIDE AND INSTALL LOW VOLTAGE WIRING TO HOOD CONTROL CABINET. CLEAN OUT (1 PER HOOD SECTION) (TYP.) 9'-0" CEILING -7 30" CAPTIVE-AIRE HODS ARE BUILT IN COMPLIANCE WITH NFPA #96 NSF UL 710 & ULC710 STANDARDS E.T.L. LISTED 3054804-001 NOTES: • HOOD SHALL BE INSTALLED COMPLETE WITH FIRE SUPPRESSION SYSTEM AND SOLENOID VALVE AT FUEL LINE OR ELECTRICAL POWER SUPPLY OF EQUIPMENT. AUTOMATIC FIRE EXTINGUISHING SYS SHALL BE INTERCONNECTED TO THE FUEL SOURCE & ARRANGED TO AUTOMATICALLY SHUTOFF EQUIPMENT UNDER THE HOOD AND ANY MAKE UP AIR WHEN THE SYSTEM IS ACTUATED. SHUTOFF VALVES OR SWITCHES SHALL BE OF A TYPE THAT REQUIRES MANUAL OPERATION TO RESET. FIRE SUPPRESSION SYSTEM, INSTALLED BY G.C., SHALL BE CAPABLE OF SENDING AN ALARM SIGNAL TO THE MONITORING SERVICE WHEN ACTUATED. ALL SOLENOID VALVES, FUEL SHUTOFFS & EQUIPMENT INTERLOCKS AND SWITCHES SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. FIRE SUPPRESSION SYSTEM SHALL NOT RUN HORIZONTALLY WITHIN EXPOSED HOOD CAPTURE CAVITY. TO CONTACT APPROVED SUBCONTRACTORS FOR ANSUL SYSTEM INSTALLATION. FIRE CONTRACTOR TO PROVIDE REVIEW AND APPROVAL OF THE FIRE SUPPRESSION SYSTEM BY THE FIRE DEPARTMENT. W/REMOVABLEAICUP (TYP.) �` I SUPPLY DUCT SIZE PER PLAN NFPA 5'-7" 1 " 9 6" 9'-3" FRONT ELEVATION FIRED CONVEYOR OVEN. 5'-6"- END ELEVATION 6 `IVO OFFSETS' ALLOWED IN DUCTWORK o CONNECT NEW 12/12 DUCT TO EXISTING 14/14 EXHAUST DUCT. ____Ari G.C. TO PROVIDE NEW TWO HOUR RATED FIRE WRAP ASSEMBLY (ASTM E2336 RATED) FOR NEW DUCT. TOP OF HOOD OPEN TO 3" WAREHOUSE/STRUCTURE ABOVE. TRANSITIONS AS REQ. TO HOOD. 20" U.L. CLASSIFIED LIMITED BAFFLE -TYPE GREASE FILTERS (TYP.) HMI 1 HOOD/EXHAUST — MANUAL PULL STATION. CONTROL. MOUNT ON COORDINATE W/FIRE BACK SIDE OF 'WALL ALARM SYSTEM. TOWARD SERVING SIDE. SEE DETAIL PIZZA OVEN BY COSTCO GAS COMBUSTIBLE WALL PER ARCH. r1 Aga ;1 ' 12"0 CAPTIVEAIRE INC. VD 78" PIZZA OVEN 80" PREFABRICATED DW GREASE DUCT. M PIZZA OVEN HOOD H-3 & EXHAUST FAN DETAIL SCALE: NONE SEE DETAIL FOOD SERVICE HOOD CONTROL MOUNT @ 8'-0" A.F.F VERIFY LOCATION WITH E.C. RAIN CAP ASSEMBLY MIN.. 40" DISCHARGE UTILITY SET' GREASE CUP SEE SCHEDULE FOR MINIMUM REQUIRED CURB HEIGHT AND SUPPLIER CENTRIFUGAL EXHAUST FAN, SEE SCHEDULE acti dEE QE P QE LOCK AND SPRING PIN FAN BASE EXTEND DUCT UP TO FAN INLET AND EXTERIOR BASE OF TOP CURB ROOF EXHAUST FAN SCALE: NONE FLEX DUCT 10' MAX. UPPLY i DUCT CONICAL SPIN IN VOLUME DAMPER DUCT MATERIAL PER OTHER DETAIL NYLON TIE -STRAPS \N LAY -IN CEILING DIFFUSER STRUCTURAL SUPPORT FROM ANCILLARY TYPICAL ANCILLARY STRUCTURE (PHARMACY, OPTICAL, OFFICE, HEARING, E.D.P) DIFFUSER INLET DETAIL SCALE: NONE 16/6 DN TO OVEN HOOD. SEE DETAIL Q� GREASE DUCT TEST (2015 IMC 506.3.2S) Prior to the use or concealment of any portion of a grease duct system, a leakage test shall be performed. Ducts shall be considered to,he concealed where installed in shafts or covered by coatings or wraps that prevent the ductwork from being visually inspected on all sides. The permit holder shall be responsible to provide the necessary equipment and perform the grease duct leakage test. A light test shall be performed to determine that all welded and brazed joints are liquid tight. A light test shall be performed by passing a lamp having a power rating of not less than 100 watts through the entire section of ductwork to be tested. The lamp shall be open so as to emit light equally in all directions perpendicular to the duct walls. A test shall be performed for the entire duct system, including the hood -to -duct connection. The duct work shall be permitted to be tested in sections, provided that every joint is tested. For listed factory -built grease ducts, this test shall be limited to duct joints assembled in the field and shall exclude factory welds. 12/12 AT HOOD. 1500 CFM (TYP. OF 2) SEE DETAIL PIZZA OVEN EXHAUST HOOD 28/6 DN TO OVEN HOOD. 350 CFM (TYP. OF 3) SEE DETAIL KEEP EXISTING EXHAUST FAN. ROUTE (E) 14/14 DUCT TO NEW OVEN. SEE DETAIL (TYP.) 12"0 CDFP 325 CFM 12" VD VD 18 II , ____vo mew _, Or All„:1 VD III: i ail si i 1 i tr--Aa 0 ......._ ..... 120'0 r Pliva ( HMI ) SEE DETAIL FOOD SERVICE HOOD CONTROL MODULE 121'0 CDFP 17, SEE DETAIL FOOD ! SERVICE ROOMI SENSOR 1 24/24 RGFP 12"0 CDFP 325 CFM 12" 121'0 CDFP 350 CFM 12"0 CDFP 325 CFM YrY 12"0 CDFP 325 CFM VD 1117 Type I Hood Special Inspections Type I hoods and ducts shall be inspected by approved inspection agencies that satisfy the requirements as to qualifications and reliability. Final inspection reports from such approved agencies of the Type I hood and duct shall be accepted by the code official after the special inspections of hood and duct have been completed. (2015 IMC SECTION 107 & IMC 506.3.2.5) SEE DETAIL FOOD SERVICE HVAC PLAN SEE DETAIL 52/26 SUPPLY 58/16 RETURN UP TO UNIT ON ROOF RUN SA Se RA DUCTS STRAIGHT DOWN TO TOP OF FRAMING. 00 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 1 2018 City of Tukwila RECEIVED CITY OF TUKWILA FEB 28 2018 PERMIT CENTER HVAC PLANS AND DETAILS ENLARGED DRAWN: CJG REVISION DATE: ISSUE DATE: FEBRUARY 23, 2018 ARCHITECT REFERENCE NO: 93 -0440 - UI 0 Lij Z LU UJ 0 1- 0 CK Of 0 CK 0 CD PROJECT N0:17-400 c) CN 00 - - - - - - 12'-3" [147] O.D. ‘c FOOD SERVICE COOLER) r -J 1 r- Mt e ••••• 1'' 4, I, -12 5'_4" -1 (/ PLAN VIEW CONDUIT 2 LJ <1 In I P c) I -CD ...... \ N-D1d- CD I 7,0 \ ...... • ,..( I I 1---Z-100 L.0 I 7•0 CI 1 P PANEL HEIGHT 7' , .., / -1 (1) i 1----- 100 -71- ... + + + + + + + + + + + + + + + + + + + + F + + + + + + + + + + + + + + F + + + + + + + + + + + + + + // // - \ 1 + + + + + + + + + + + + + + F + + + + + + + + + + + + + + CNI F• FRONT ELEVATION FOAM EXTRIM CAULKING 3" BEAD MIN. 8 26GA. METAL PLUG BOTTON CAULKING 8- BEAD MIN. \ TR IN CAM LOCK FASTENER @ 48" 0.C. MAX. 1 PANEL TO PANEL 26GA. - i" X 63-" GALV. STEEL TOP CAP WITH #8 X i" TEK SCREWS @ 23" 0.C. CAULKING 3." BEAD MIN. 8 NSF GASKET WALL PANEL 8 x 8 LAG SCREW AND WASHER @23" 0.C. (PRE DRILLED) 26GA. METAL EILING PANEL CAULKING - BEAD MIN. 8 FOAvl 2 CEILING TO WALL EXTHIM I\TRIOR i" X i" X 16GA. GALV. STEEL ANGLE #14 X 3" TEK SCREWS @23 0.C. FINISH FLOOR CAULKING 3" BEAD MIN. 8 HLT I KH -EZ 11" DIA 15" EMB. 4 8 024" 0.C. ESR 3027 LARR 25897 OR EQUAL 3 WALL TO LOOR 4 \OT I\ USE HI?- �62)3 SPECIFICATIO\S CONSTRUCTION WALL: 5" WOOD -FRAME (T&G), POLYUREIHANE, F -I -P CEkING: 5" WOOD -FRAME (T&G), POLYURETHANE, F -I -P FINISH: WALL: 26GA. STUCCO -WHITE INTERIOR 26GA. STUCCO -WHITE EXTERIOR CEILING: 26GA. STUCCO -WHITE INTERIOR 26GA. STUCCO-GALVALUM EXTERIOR ACCESSORIES: 1 EA. - 48" X 84" FRANK MANUAL SHS COOLER DOOR BREAKER BAR INT & EXT. 20GA. SST. JAMB, 6"W. TO 48"H. 43% .J Oa" DVALU M ELAIE iNT_, & EXT. 1 EA. - LIGHT SWITCH WITH PILOT LIGHT- 1 EA. -2" DIAL THERMOMETER 1 EA. - 48" X 84" CHASE ECONO-CLEAR FLEXIBLE IMPACT DOOR 1 LOT - VENTURE TAPE NOTE:1 LAG DOWN CEILING THE CEILING IS DESIGNED FOR "NO STORAGE" DESIGN CRITERIA: SEISMIC PARAMETERS: Ss = 1.433 S1 = 0.534 SDS= 0.955 SEISMIC DESIGN CATEGORY = D INTERNAL WALL PRESSURE = 5psf CEILING DL = 3psf CEILING LL = 10psf N S!NE.FR N G • 812 S. La Cassia Drive Boise, ID 83705 %, (208) 345-8941 fax (208) 345-8946 web www.tamarackgrove.com IMIVIEINED FOR CODE COMPLIANCE APPROVED MAR 2 1 2018 City of TukwilatIjr I RECEIVED CITY OF TUKWILA FEB 28 2010 PERMIT CENTER EXPIRES: 5/18/ 01/18/18 CHANGED BOX DIMENSION ADDED BI -PASSING SLIDING WINDOW EDWARD 01/02/18 RELOCATED SLIDING DOOR REMOVE BI -PASSING SLIDING WINDOW EDWARD REV. DATE DESCRIPTION REV. BY Custom Cooler Inc. 420 E. ARROW HIGHWAY SAN DIMAS, CA 91773 TEL: (909) 592-1111 FAX: (909) 599-6223 1005 SIGMAN RAOD NE CONYERS, GA. 30013 TEL: (678) 712-5656 5 NOT IN USE CUSTOM COOLER PRODUCTS COMPLY WITH THE "R" VALUE REQUIREMENTS OF SECTION 340 OF THE ENERGY POLICY AND CONSERVATION ACT (42 U.S.C. 6311) AND CALIFORNIA TITLE 20 AND TITLE 24. JOB: COSTCO #006 1160 SAXON DR. TUKWILA, WA. 98188 iFOOD SERVICE COOLER CUSTOMER: COSTCO WHOLESALES EDWARD DATE 08/04/17 DRAWING NO.: 17-1507-1 SHEET 1 OF 1 (G) FOOD SERVICE (1) 63"x63" BI -PASSING SLIDER Li (N) FOOD SERVICE COOLER 216 SQ.FT X 10'H (2)LSA-1901 UPS TEL. MPU PARTIAL FLOOR PLAN NEW ROOF MOUNTED CONDENSING UNITS. PLATFORM BY OTHER. SEE SHEETS FOR EXACT LOCATION. T1 1T1 LEGE\D 0 REFRIGERATION SYSTEM 0 ELECTRICAL CALLOUT ® 'ELECTRICAL STUB -UP • JUNCTION BOX .0 CONVENIENCE OUTLET THERMOSTAT T s DEFROST SOLENOID FOOD SERVICE MULLION LIGHTS AND DOOR HEATER 7m4\ SWITCH LIGHTING - PROVIDED AND INSTALLED VC/ BY ELECTRICAL CONTRACTOR. 0 EMERGENCY LIGHTING CREE CPY250 LED FIXTURE MT TEMPERATURE PROBE 2 CONDUCTOR BELDON CABLE TO MT CONTROLLER FOR TEMPERATURE MONITORING. THERMOSIMPLE DISPLAY UNIT - CONNECT TO TRANSFORMERS FIELD INSTALLED ON TOP OF PRODUCE COOLER, POS BOXES, BAKERY COOLER, AND FOOD SERVICE. ALL THERMOSIMPLE PROBES TO BE MOUNTED ADJACENT TO MT PROBES. ELECTRICAL LI D 11 11 U\ CONDE\SATE NES TO UNDP -SIN AIN. PLR INC LEGE\D PLUMBING CALLOUT * PLUMBING STUB -UP CASE/COIL CONNECTION PLUM3ING SCHEDULE (D2), COIL WASTE STUB -UP. SEE MECHANICAL SHEET FOR DETAIL AND EXACT LOCATION. PLUM3ING 1/2" LIQUID 7/8" SUCTION EACH SYSTEM LEGEND Explass. FEB.2 32O4 REFRIGERATION SYSTEM OVERHEAD LIQUID LINE 0 RISER UNIT CONNECTION LINE SIZE TRANSITION LINE SIZE CALLOUT LIQUID LINE HAND VALVE 0- EHIGRATION 1• SYSTEM DESCRIPTION SYSTEM NO. F1 01 TOTAL SIZE 216 SQ FT. PRODUCT FOOD SERVICE COIL I (2) REFPLUS SBVFE-ACTXV DISCHARG AIR 34 LOAD B.TU.H. 16,500 FOOD COOLER C0\ DENSING UNIT MAKE: MODEL REFPLUS: OEZ-020-1M6-5 WEIGHT 229LBS. EA. HORESPOWER 1.5 EA. (NOMINAL) CAPACITY B.T.U.H. 18400EA. LENGTHxWIDTHxHEIGHT 32-1/4" X 32-1/4" X 28 5/8" SUCTION (TEMP +10 CONDENSING TEMP. 24 ELECTRICAL MCA/M013 VOLTS 208-240/3/60 AMPS 11.5/15 CONDENSER MAKE: MODEL WEIGHT I LENGTHMDTHxHEIGHT ELECTRICAL VOLTS MCA/MCCP AMPS COIL INFORMATION DEFROST OFF -TIME VOLTS AMPS N/A N/A FAN MOTORS VOLTS 208V 4.0 PIPI \IC REFRIGERANT R-507 RUN LENGTH 50'0" (MAX) LIQUID LINE 1/2" SUCTION LINE 7/8" RISER SIZE 7/8" EXPANSION VALVE EGPE-1 C DISCH/LIQ. DRAIN 5/8" DISCH. 1/2" LIQUID DESIGN CO \ DITIO \IS AMBIENT: 95 DRY BULB: 88 WET BULB: 64 NOTES \'‘MI IN I/ num sunitutawmwanimmom FRONT ELEVATION ( REF DLS D REFRIGERATION PIPING ROOF 32-1/4" ID z 0 ID z NON -RESPONSIBILITY NOTICE OF L. _s, E '6 ° 0 •,- a_ 0_0 -".5 omoo 0 cr , 0 O °-) • •- o_ :022 g loorJo 00_7 o ° -"5 a.• E.-7:Mo: '-E:0=0. 57:1":= ::" 0:1)( n0 cco::°00-10 L 0 L- o L- t.) 2 (7) E . _ (E) 2 . :::7; ' :' - -:). :0:)(71 c8 - -:: ',• DE - ":: 71' ni: .1, ,:, :: O.." X00030 la- ..,..,C %.- 0 0 0:5 (31- * O 013.) O (1) • s_ 0 0 0 0 C M 0 OIC 0 u) 00 " E • (1.) o c 0 o -o 0_0-0 0 0 • E a) M O (') O (1)0 ID 0 — O.) 1,, 3° 5 0 (1) o ID -0 0, o 5 o 0 s._ .12 0 0 0 40 0 0 0-) • v-• (-) O :0 1_0 )E Mrt 4-• la 8 0 . 0_0 .0 -0 o o Q.)3 _CO -0 0.13) 0" 0 00)0 ID 1 EL) E z Ld a_ bi 12: z 0 (I) uJ z 1,0 L00 CD 1< (001 D 11-) CD Z (DQ rr) < rr) (f) uJ OLU 0 0 0 ir) T. J C\I LLJ > c\I 0 0 0 a( z z c, H- O (-) - z 0 Lip Li r, L_ _J PIPING PENETRATION WITH FOAM CAULKING BY REFRIGERATION CONTRACTOR. L SIDE ELEVATION REMOVABLE CURB UTILI CAP BY G.C. SCALE NONE REVIEWED FOR 410DE COMPLIANCE APPROVED MAR 2 1 2018 City of Tukwila 111 111 /•' f3U1 PENETRATION AND BY G.C. TYD1CAL C 1E3 E\ETRAT 0\ ECEIVED OF TUKWILA FEB 28 2018 ERMIT CENTER M / 8gw" 00 33 7/ SCALE NONE 2 PARTIAL FLOOR PLAN : SCALE: FOOD SERVICE COOLH 1/8"=V -o" ENGINEER: MIKE MACFADDEN DRAWN BY: ELIZABETH EDWARDS CHECKED BY: MIKE PERKINS DATE: 08.25.17 SHEET: PROPOSED REFRIGERATION FOOD SERVICE PLAN SCALE: 1 /8"=1 '-0" )