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Permit PG13-103 - YETI YOGURT - ALTERATION
YETI YOGURT 100 ANDOVER PK W PG13-103 City ogukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT Parcel No.: 0223000020 Address: 100 ANDOVER PK W TUKW Project Name: YETI YOGURT Permit Number: PG13-103 Issue Date: 08/21/2013 Permit Expires On: 02/17/2014 Owner: Name: OPEN FRAME LLC Address: PO BOX 654 , KIRKLAND WA 98083 Contact Person: Name: ART CASILLAS Address: PO BOX 732083 , PUYALLUP WA 98373 Email: NOT PROVIDED Contractor: Name: PINNACLE PLUMBING INC Address: PO BOX 732083 , PUYALLUP WA 98373 Contractor License No: PINNAPI938MJ Phone: 253-820-4146 Phone: 253-820-4146 Expiration Date: 07/11/2015 DESCRIPTION OF WORK: NEW PLUMBING ROUGH -IN AND TRIM TO ALL FIXTURES PER PLANS Value of Plumbing/Gas Piping: Fees Collected: Electrical Service Provided by: Permit Center Authorized Signature: $6,200.00 $298.25 Uniform Plumbing Code Edition: International Fuel Gas Code Edition: 2009 2009 A(1/A. I hereby certify that I have read and examined thi-,ermit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. -• Grimed to sign and obtain this plumbing/gas piping permit and agree to the conditions on the back of this permit. Date: Signature: Date: Print Name: /4/(- V ! 9/./ /7.$ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. F a/VV3 .1....• I IDr AHA D(_14_4AZ ar„rod• na_91_9n1a • • PERMIT CONDITIONS Permit No. PG 13-103 1: ***PLUMBING AND GAS PIPING*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures and fittings in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency and Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 13: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. Drinrori• na_'1_/n1� CITY OF TUKWII Community Developme epartment Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plurnbin Project No. • Date Application Accepted Date Application Expires: (For office only) PLUMBING / GAS PIPING 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** n King Co Assessor's Tax No.: Site Address: /00 /9r( (/F.11 /r/�� w Suite Number: j'0 Floor:7-7f Tenant Name: T e -1 \JO U( )1- New Tenant: Yes ❑..No PROPERTY OWNER Name: R � � �S �` \CS Address: �C) 9'D)( -9-3,2S5 3 Name: /41 S i IUB} Phone:0.5-,,77).„i,ilO Fax: asi) _3CICH Email: k” l f\V\CACA,2 Y'`OW\\01\r\CA Address: `f z ///» , // 2(7 City: /�^ Tukwila Business License No.: guy- 0Ga11-0.6a State: Zip• CONTACT; PERSON' person receiving all project communication Name: R � � �S �` \CS Address: �C) 9'D)( -9-3,2S5 3 City: oyeAl t Jp Stated a )nr. Zip: 9133 Phone:0.5-,,77).„i,ilO Fax: asi) _3CICH Email: k” l f\V\CACA,2 Y'`OW\\01\r\CA —I_v\C. PLUMBING CONTRACTOR INFORMATION ..... Company Name: hAC C 1 - Pk. J �l ily �2 `t' �1 ZhC Address: n607S2e3 n Zip City: v Y l Pallo State: 143A_ /''� 31_' Phoney:' Fax: GM) a;10- (-1 l y Contr Reg No.: (� Exp Date: t (lY1 G� 1 o13k M3 -+' 11- 0 -3- Tukwila Business License No.: guy- 0Ga11-0.6a Valuation of Project (contractor's bid price): $ p Scope of Work (please provide detailed information): / r% f o (/lei eDc)clj L ^ av aA 4-0140 re s tize. r P64 S 200 Building Use (per Int'! Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: H:\Applications\Forms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Sewer: 9,61 g , Page 1 of 2 Indicate type of plumbing fixtures and/t s piping outlets being installed and the quanteelow: Fixture Type ` "Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain /1 �{ Shower, single head trap n d Sinks 1 -- Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) I Each additional medical gas inlets/outlets greater than 5 ' Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) ` Fixture Type Qty Bidet Drinking fountain or water cooler (per head) /1 �{ Lavatory n d Urinal 1 -- Water heater and/or vent Repair or alteration of drainage or vent piping I Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric- ` type vacuum breakers 2 inch (51 mm) diameter or smaller l Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type • Qty ' Clothes washer, domestic Food -waste grinder, commercial /1 �{ Wash fountain Water closet 1 -- Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping • Medical gas piping system serving 1-5 inlets/outlets for a specific gas , Backflow protective device other than atmospheric -type : • vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain /1 �{ Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity • Medical gas piping system serving 1-5 inlets/outlets for a specific gas , Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION 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 an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT 1 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN OR AUTHORIZED AGENT: Signature: Date: t 7--/x/-0.1 Print Name: /12<- We 3 Day Telephone: (Zs) 520- L// i/b Mailing Address: /10.80X 7-3 2 paytilil �� 673-) State Zip H:Wpplications\Forms-Applications On Lme\201 1 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 0223000020 Address: 100 ANDOVER PK W TUKW Suite No: Applicant: YETI YOGURT RECEIPT Permit Number: PG13-103 Status: PENDING Applied Date: 07/22/2013 Issue Date: Receipt No.: R13-02181 Initials: User ID: WER 1655 Payment Amount: $298.25 Payment Date: 07/22/2013 01:33 PM Balance: $0.00 Payee: ARTURO j CASILLAS TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 022282 ACCOUNT ITEM LIST: Description 298.25 Account Code Current Pmts PLAN CHECK - NONRES PLUMBING - NONRES 000.345.830 59.65 000.322.103.00.00 238.60 Total: $298.25 rinr• RArPint-CIS Printed: 07-22-2013 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 13-102) Proje.e;t: `' 7 a7..� T C)C., 2,1 rr Type of Inspection: = i !i .41 (..- Address: ! Civ -P (.,,.) Date Called: Special Instructions: Date Wanted: G - ZU - I a.m., p.m. Requester: Phonee5No: p, t Approved per applicable codes. Corrections required prior to approval. COMMENTS: LETS 1 specto D; zd EINS ECTION FEE REQUIRr D. Prior to nelxt inspection, fee must be t 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 2(1s -to3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro{eco: 1 YE -1T- Vt hloA� Type o�lnspection: 1'-1 c.1 v4 ' Atres xO 4. Date Called: Date Wanted: e---` r 1 ck _ t a p. Special Instructions: Requester: Phone No: DApproved per applicable codes. El Corrections required prior to approval. COMMENTS: CO ?TA _. --aLk C 3L is '{ Dat n EI PECTION FEE REQ IRED. Priortb xt inspection. fee must be 'd at 6300 Southcenter Blvd., Suite 100. all to schedule reinspection. ( i INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF T.UKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 P&13-103 f \ Proojeat: V _.-TZ 6C-11- 1 Type of Inspection: (n kRnllk) — CSO R -le..._ Address: 100 P Pct Date Cat ed: I ai(c,N -Tiv Special Instructions: Date rated: _a.m. • • Requester: Phone - ,ez.D- y t Approved per applicable codes. Corrections required prior to approval. 8 COMMENTS: Rn icth- IN) Ape nlC 1p > vJ ✓ fr a A -T nspe n .11 EINS'PECTION FEE REQ !RED. Prior t al 6300 Southcenter lvd., Suite 10 —�- 0-13 next inspection. fee must be Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: y Li Type of Inpection: Address: /D0 M'4 Date C led: oq1/1/13 Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: - Approved per applicable codes. Corrections required prior to approval. COMMENTS: F;.1 ed Inspector: ps Date: f /13 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. SPECIFICATIONS (GB -50) 1. 4" inlet/outlets Sch. 40. (No -Hub) 2. Max flow rale: 50 GPM 3. Liquid capacity: 52 Gallons 4. Max grease capacity: 249 lbs. (35 Gallons) 5. Max solids/sediment capacity: 9.5 Gallons 6. Unit weight w/std. covers: 100 lbs. 7. 2,000 Ib. load rated, bolted, gas/water tight composite covers. 8. Maximum operating temperature 190°F continu NOTES 1. Listed by IAPMO to ASME grease interceptor standard #A112.14.3 and CSA B481.1. 2. Factory installed Built-in flow control. 3. For gravity drainage applications only. Do not use for pressure applications. ;,: 4. 3/8" thick seamless high density polyethylene w Is. City of Tukwila 5. Unit supplied with built-in adapter for up to 3-1/2' of—. 1 Tom,7 d �.1 adjustability. Additional riser(s) available for dee • ! 11 �.i I i a + I r tl�:�& burial depth. 6. Cover placement allows full access to tank for proper maintenance. 7. Vent not required unless per local code. 8. Engineered inlet and outlet diffusers are removable to inspect/clean piping. 9. For on -the -floor or buried applications. 10. Integral Air Relief / Anti -siphon. 11. Three outlet options for easy rough in. Unit shipped with outlet diffuser in outlet "B". REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 5 2013 DIFFUSION FLOW TECHNOLOGY e In et I user sp Its Incoming a uent into two paths that utilize the entire liquid volume of the tank for efficient grease separation. The calibrated openings greatly reduce effluent turbulence. The effluent enters the main chamber without disturbing the existing grease or sediment layers. The integral air relief/anti-siphon in the top of the outlet diffuser allows pressure stabilization within the unit during operation. The bottom of the outlet diffuser allows only effluent which is free of grease to exit the tank. It can easily be attached to any of the three outlets provided to ease jobsite piping layouts. A CORRECTION ENGINEER SPECIFICATION SPECIFICATION GUIDE Schier Great Basinni grease interceptor model # GB -50 shall be lifetime guaranteed and made in USA of seamless, rotationally - molded High Density Polyethylene with minimum 3/8" uniform wall thickness. Interceptor shall be furnished for above or below grade installation. Interceptor shall be built in accordance to ASME A112.14.3 (type C), with field adjustable riser system, built-in flow control, built-in test caps and three outlet options. Interceptor flow rate shall be 50 GPM. Interceptor grease capacity shall be 249 lbs. Cover shall provide water/gas-tight seal and have minimum 2,000 lbs load capacity. OPTIONS: • Teleglide field adjustable risers for extending covers to grade • Male pipe thread connections • 3" Plain end pipe or male pipe thread connections • High water anchor kit (set of 2) • Clamping collar kit • Highway rated bolted composite cover • H2O rated pickable cast iron cover el mpsmalon THE INFORMATION CONTAI REPRODUCTION IN PART chemical wave tants PROPRIETARY AND CONFIDENTIAL DRAWING IS THE SOLE PROPERTY OF SCHIER PRODUCTS. ANY WITHOUT THE WRITTEN PERMISSION OF SCHIER PRODUCTS IS PROHIBITED. precm prawn q. of inlet and outlet 37" Outlet "A" (Optional) Mem FILE COPY " Adjustable A adapter Outlet "C" (Optional) TOP VIEW 024-1/2" Outlet "B" (Standard) See note #10 10-1/2" 28-1/2" 18" 15-3/4" Invert Engineered inlet and outlet diffuser (see description) ' to �3 ♦SECTION "A -A" PART NUMBER: GB -50 /I\�I!elraft og Deep structural reinforcing columns ISOMETRIC VIEW 28" I O RECEIV: I► ITYOFTU �I •., _ AUG 0 8 2013 ERMIT CENTER END VIEW SPECIFICATION SHEET DESCRIPTION: GREAT BASIN SERIES POLYETHYLENE GREASE INTERCEPTOR 50 GPM, 52 LIQUID GALLONS, 249 GREASE POUNDS CAPACITY DWG BY: TEU DATE: 12/7/10 REV: 41013 MATL: PE Schier Products 9500 Woodend Road Edwardsville, KS 66111 Tel: 800-827-7119 Fax: 800-827-9664 www.schierproducts.com Made in the U.SA SCHIER PRO CTS ii PioneeringLine Purity A WARNING D0 NOT AIR PRESSURE TEST UNITI GREAT BASIN GREASE INTERCEPTORS (Models GB -15, GB -20, GB -25, GB -35, GB -50, GB -75, GB -125 and GB -250) ihik DOING SO MAY RESULT IN PROPERTY DAMAGE. SERIOUS BODILY MIRY. OR DEATH REFER TO IRSTAIIAflON INSTRUCTIONS FOR CORRECT TESTING PROCEDURE Sheet Descriptions Sheet #1 - Series overview and Warranty information Sheet #2 - General installation guidelines and Operation/Maintenance guidelines Sheet #3 - Below Grade installation guidelines (GB -35, GB -50, GB -75, GB -125, GB -250) Sheet#4- Below and Above Grade installation guidelines (GB -15, GB -20, GB -25) Sheet #5 - Multiple unit engineered grease interceptor installation guidelines Sheet #8 - TebGlide Riser installation guidelines (GB -35, GB -50, GB -75, GB -125, GB -250) Sheet #7 - Tel G ide Riser installation guidelines (GB -15, GB -20, GB -25) GB -15 15 gpm, 16 gallons 74 Ibs. grease capacity Leak/Seal Testing DO NOT AIR TEST UNIT OR TELEGLIDE RISER SYSTEM) Doing so may result in properly damage, personal Injury or death. Base Unit To perform a leak/seal test on the base unit, cap/plug all plumbing connections, remove the cover, and fill the unit with water just above the Frghesfconnection. Inspect unit and connections for leaks. Check water level at specific time intervals per tical code. TeleGlide Riser System: lf required by local code, the riser system may be leak/seal tested similar to the base unit. CAUTION: the riset(s) must be supported before filling vwth water to keep from tipping over. Once riser system is in place and properly supported, cap/plug all plumbing connections on the main unit, remove the cover from the top of the riser assembly and fill the unit and riser system with water to finished grade level. Carefully, as the riser(s) wig be very heavy from the weight of the water, inspect all gasket(s) and clamps (if applicable) for any leaks Check water level et specific time intervals per local code. Lifetime Warranty Effective June 1, 2007 Schier Products Company ('Schier') represents and warrants that HDPE and PP products ('Products") will be free from any and all defects in material and workmanship, including corrosion, during the lifetime of the plumbing system in which the Products were originally installed and wig, at its option, agree to repair, replace, or supply credit to the original purchaser. This warranty does not cover damage caused by the Products' normal usage, or wear and tear, nor does it cover damage from naturally occurring phenomenon, including, but not limited to UV, freeze -related damage, or natural disasters. This warranty does not cover the purchaser's cost of routine maintenance including replacement of parts required in routine maintenance. This warranty does not cover fabricated steel products, or any monitoring equipment. This warranty shag be effective if, and only if, the Products: • Were installed in accordance with Schier's notes, specificatons and instructions, for installation, operation, and maintenance; • Were installed in conformance with all applicable building and plumbing codes, and passed all applicable testing methods immediately following installation; • Have not been subjected to misuse or abuse, whether negligent or intentional, • Were never modified, repaired, or altered by any individual(s) not authorized by Schier. This warranty Is the purchaser's sole and exclusive remedy, and acceptance of this exclusive remedy is a condition of the contract for thepurchase of these Products. In no event shag Schier be Labia for any incidental special, consequential or punitive damages, or for any costs, attorney fees, expenses. losses or delays claimed to be as a consequence of any damage to, failure of, or defect in any products including, but not limited to, any cbims for loss of profi 1s, transportation, removal and installation charges. This warranty is exclusive and in lieu of all other warranties or conditions, written or oral, expressed or implied. Certified Performance Great Basin hydro mechanical grease interceptors ere 3rd party performance -tested by NSF and Tasted by IAPMO to the ASME 55112.14.3 grease interceptor standard (Note: G8-125 is not listed. but is factory -rated), greatly exceeding requirements for grease separation and storage. They are compliant to the Uniform Plumbing Code and International Plumbing Code. Models GB -75 and GB -250 have been approved by most municipal pretreatment authorities as equivalent to larger, loss efficient gravity grease interceptors. NOTES: Schier grease interceptors are rated and manufactured with an internal flow control system already in place. They do not require an external Lbw control system or air intake vent Schier grease interceptors are not to be installed in any other manner except as shown. Consult local codes for separate trapping requirements, cleanout locations and additional installation instructions. 0000 GB -20 20 gpm, 22 gallons 109 lbs. grease capacity GB -60 50 gpm, 52 gallons 249 lbs. grease capacity GB -125 100 gpm, 125 gallons 450 lbs. grease capacity GB -25 25 gpm, 22 gallons 75 lbs. grease capacity GB -75 75 gpm, 125 gallons 616 lbs. grease capacity GB -35 35 gpm, 35 gallons 142 lbs. grease capacity GB -250 100 gpm, 250 gallons 1,076 Ibs. grease capacity DESCRIPTION: GREAT BASIN INSTALLATION, OPERATION AND MAINTENANCE GUIDE SHEET NUMBER: 1 of 7 MATL: PE DWG BY: TEU DATE: 11/1/10 REV: 3 -11/07/11 Schier Products 9500 Woodend Rd Edwardsville, KS 66111 Tel: B00.927.7119 Fax: 8008274664 www.sch lerproducts.com Made In the U.S.A r4 -4114.,L(<2;:,.. SCHIER PRODUCTS Pioneering Drain Line Purity • FLOW' Isometric View Set unit on level solid surface as close as possible to fixtures being served. If unit is to be installed below grade refer to below grade installation instructions. (sheet 53) GENERAL INTERCEPTOR INSTALLATION INSTRUCTIONS (GB -250 SHOWN) FLOW Top View (Inside Unit) Connect outlet diffuser to the desired outlet (A,B,C). Unit is shipped with outlet diffuser in location B and sealing caps on locations A and C. NOTES: Schier grease interceptors are rated and manufactured with an internal flow control system already in place. They do not require an external flow control system or air intake vent Schier grease interceptors are not to be installed in any other manner except as shown. Consult local codes for separate trapping requirements, cleanout locations and additional installation instructions. Flow Plata Top View Connect inlet and outlet drainage lines to unit Mechanically couple pipes to unit. Do not solvent welt. If connecting multiple units for an engineered grease interceptor system refer to multiple unit installation sheet (sheet 55) Flow Plate To maintain proper flow rate, when interceptor is installed in a high flow or increased head pressure application keep calibrated flow plate installed. Flow plate orifice calibrated to rated flow (GPM) at 13 foot water column. 0000 To maintain proper flow rate, when interceptor is installed in a low flow or reduced head pressure application remove and discard calibrated flow plate. Flow plate orifice calibrated to rated flow (GPM) at 13 foot caster column. PFIDIMETARY CONFIDENTIM. rroeirmu• OPERATION Schier Products offers a complete line of grease interceptor tanks to separate fats, oils, and grease waste from the waste stream and stops it entering the public sewer system. Influent passes through the buff -m calbrated flow control, where it is diffused into the main chamber. Lighter grease is forced upward, heavier solids are forced downward. Effluent flows through the outlet, free of grease and food waste. MAINTENANCE 1. Remove cover(s). 2. Remove all contents of the grease interceptor including grease, sediment and wastewater. For most thorough cleaning contact a professional pumper contractor. 3. To access the inlet and outlet lines for cleaning as needed: a.) 4" connections Remove the inlet and outlet diffusers (inside unit(s)) by hand loosening green locking collars. b.) 6" connections Remove threaded clean-out plug from the back of the inlet and outlet diffusers. 4. Clean the drain lines, diffusers and air relief thoroughly of all debris before replacing diffusers to original positions or reinstalling threaded cleanout plug. 5. Run sinks to fill unit(s) with water. 6. Inspect gasket for wear and tear. Replace cover(s). 7. Dispose of grease per local code. PUMPING FREQUENCY: Frequency depends on the capacity of the interceptor and the amount of grease and sediment in the wastewater. Monitor each pumping to establish an adequate maintenance schedule based off actual kitchen variances. Levels can be tested with core sampler. Schier Products recommends pumping frequency to exceed no more than 90 days. TROUBLESHOOTING TIPS: In the case of a clog, inlet and outlet diffusers may be removed for line cleaning. Slower than usual sink drainage may indicate the need to pump/clean grease interceptor. Always take proper care to ensure a safe and healthy environment while cleaning interceptor. For best cleaning and maintenance service, call your local sewer and drain contractor. Locking collar Adapter Air relief Locking collar GB -250 Shown DESCRIPTION: GREAT BASIN INSTALLATION, OPERATION AND MAINTENANCE GUIDE SHEET NUMBER: 2 of 7 MATL: PE DWG BY: TEL/ (DATE: 11/1/10 REV: 3 -11/07/11 Schier Products 9500 Woodend Rd Edwardsville, KS 66111 -Tel: 800-627.7119 Fax: 800.927-9664 wwwsc h lerproducts.com Made In the U.SA SCHIER PRODUCTS Pioneering Drain Line Purity Concrete Pad must extend 18" outside the unit footprint 2 112" Min. Concrete Pad must extend 18" outside the unit footprint INTERIOR OR EXTERIOR BELOW GRADE INSTALLATION INSTRUCTIONS (GB -35 (INTERIOR ONLY), GB -50, GB -75, GB -125, GB -250) BELOW GRADE INSTALLATION INSTRUCTIONS EXCAVATION 1. Install unit(s) as close as possible to fixtures being serviced. 2. Width and length of excavation shall be minimum 12" greater than the tank on a6 sides. 3. Depth of excavation shall be 8" deeper than tank bottom. 4. Set the tank in well -packed crushed aggregate material approximately 3/4" size rock, or sand, with no fines. When setting GB -75 (2), GB -250 (2), GB -250 (3)and GB -250 (4) ell units must be level. 5. Anchor kit is recommended for installations in high water table conditions to prevent float out. To be determined by specifying engineer. It necessary, order optional "Anchor KW' (see detail right). Top View 1 4•. Rebar Finished Grade -r- } Elevation View CONCRETE SLAB DETAIL FOR TRAFFIC LOADING (INTERIOR OR EXTERIOR) (08.250 Shown) Clean out to grade on inlet pipe of each unit (by others) law— al���l� ...._..—I,�I� I �i� It 2 -Way cleanout 111111111111111111111111 2 -Way cleanout I tea (by others) li Imo— '.I' tee (6y others) 1141-111111111111111 ■I i —I II Risers to grade de) 09-250 Shown Clean out to grade on outlet pipe of each unit (by others) 1111111 Flow—"— Optional Anchor kit see detar SIDE VIEW DETAIL BACKFIWNG & FINISHED CONCRETE SLAB 1. Preparation of sub grade per geotech recommendatrons. 2. Stabilize and compact sub grade to 9518 proctor. 3 Fill tank with water before backfilling to prevent float out during piping installation. 4 Before backfilling and pouring of slab secure cover(s) and riserla (if necessary) to the unit(s) 5 Backbit using crushed aggregate material approximately 3l4" size rock, or sand, with no fines. 6 Place 6" aggregate base under slab. Aggregate should be 3/4" size rock, or sand, with no fines. 7 Thickness of concrete around cover to be determined by specifying engineer. tr traffic loading is required the concrete slab dimensions shown are for guideline purposes only, 8 Concrete to be 28 day compressive strength to 4000 PSI. 9. NO. 4 rebel (0 1/2) grade 60 steel per ASTM M15: connected with tie wire. 10. Rebar to be 2 112" from edge of concrete. 11. Reber spacing 12" grid. 4" spacing around access openings. 12. A6 pipe penetrations to be sleeved or have slip connections. CONNECTIONS 1. Connect waste piping for the unit. When connecting GB -75 (2), GB -250 (2), GB -250 (3) and GB -250 (4) see sheet #5 for multiple unit installation instructions. rOpbonal Anchor kit see detail Crushed aggregate or sand For unit details see specification sheet for selected unit (Connecting pipe and fittings by others) NOTES: Scheer grease interceptors are rated and manufactured with an internal flow control system already in place. They do not require an external flow control system or air intake vent Schier grease interceptors are not to be installed in any other manner except as shown. Consult local codes for separate trapping requirements, cleanout locations and additional installation instructions. EXCAVATION AND BACKFILL DETAIL (INTERIOR OR EXTERIOR) 000@ Peale ea velela ehimbl Peale >eerrETARYAWc0t,DOMAL -"'- ANCHOR KIT INSTALLATION DETAIL Stainless steel anchor strap Anchor Kit Installation Steps 1. Slide "Anchor Strap" over tie down point on end wall and bolt together using provided hardware. 2. Bolt "Anchor Strap" to "Anchor Plate" using provided hardware 3. Hold down force achieved by backfill weight acting on Anchor Plate. 4. Anchor Plate may be bolted to concrete slab, if required, by using holes provided in Anchor Plate. DESCRIPTION: GREAT BASIN INSTALLATION, OPERATION AND MAINTENANCE GUIDE SHEET NUMBER: 3 of 7 DWG BY: TEU 1DATE:11/1/10 MAIL: PE REV: 3 -11/07/11 Schler Products 9500 Woodend Rd Edwardsville, KS 66111 Tel: 860-827-7119 Fax: 800.827-9664 werw.schierproducts.com Made In the U.S.A r17116 SCHIER PRODUCTS Pioneering Drain Line Purity r. INTERIOR BELOW GRADE INSTALLATION INSTRUCTIONS (GB -15, GB -20, GB -25) EXCAVATION 1. Install undls) as cbse as possible to futures being serviced. 2. Width and length of excavation shag be minimum 6" greater than the tank on all sides. 3. Depth of excavation shall be 6" deeper than tank bottom. 4. Set the tank in well -packed crushed aggregate material approximately 3/4" sae rock, or sand, with no fines. CONNECTIONS 1. Connect waste piping to the unit. BACKFILLING & FINISHED CONCRETE SLAB 1. Before backfdting and pouring of stab secure cover(s) to the unit(s). 2. Backfill using crushed aggregate material approximately 3/4" no, rock or sand with no fines. 3. Pace 6" aggregate base under slab. GB -20 Shown 2 6o01b. Apex. l�ad� Riser (sold separately) . Reber GB -20 Shown When the )obsite requires burying unit flush with floor without using a riser kit, maximum cover/unit top bad rating is 450 lbs. NOTES: Scheer grease Interceptors are rated and manufactured with an internal flow control system already in place. They do not require an external flow control system or air intake vent. Schier grease interceptors are not to be installed in any other manner except as shown. Consult local codes for separate trapping requirements, cleanout locations and additional installation instructions. GB -20 Shown with Riser If concrete slab falls within body of unit, reinforce with rebar, extending 8" beyond footprint of unit to connect main floor slab. 000 =psalm Yamarpri•v• _m INTERIOR ABOVE GRADE INSTALLATION INSTRUCTIONS (GB -15, GB -20 GB -25) CONNECTIONS 1. Install and as close as possible to fixture(s) being served. 2. Conned waste piping to the unit. GB -15 GB -25 GB -20 DESCRIPTION: GREAT BASIN INSTALLATION, OPERATION AND MAINTENANCE GUIDE SHEET NUMBER: 4 of 7 MAIL: PE PnoP "^r4.7C0waema. ..+,.•..«......,,,...+,,.....,><.v.>..•......,,e.�...,..e. "°°""'" DWG BY: TEU (DATE: 11/1/10 REV: 3 -11/07/11 Schler Products 9500 Woodend Rd Edwardsville, KS 66111 Tel: 600-827.7119 Fax: 8008274664 www.schierproducts.com Made In 1115 U.SA SCHIER PRODUCTS Pioneering Drain Line Purity G8-75 (2 Parallel) Parallel Installation of Multiple Grease Interceptor Systems CAUTION: For Flow Rates of 100 GPM or Greater (GB -75, GB -250 only) Two -Way cleanout tee (see Detail A) (typ. by others) Inlet manifold (typ. by others) Outlet manifold (typ. by others) ���.—._ Two-way cleanout extended to grade recommended before and after each unit 150 GPM, 1,232 Grease Lbs. tee (see Detail B) it units are below grade (typ. by others) (typ. by others) GB -250 (2 Parallel) 200 GPM, 2,152 Grease Lbs. Two -Way cleano ut—/ I ''i IMIs111g ft♦.at !Nein II 11 I' I��: 1�ill Ili�tl, GB -250 (4 Parallel) 400 GPM, 4,304 Grease Lbs. —Flow to units Flow from units GB -250 (3 Parallel) 300 GPM, 3,228 Grease Lbs. rFlow from fixtirres Two-Way cleanout tee (by others) Detail "A" Flow to units-- -Flow from units Two -Way cleanout tee (by others) F---Fbwto sanitary sawer Detail "B" PARALLEL INSTALLATION OF MULTIPLE GREAT BASIN UNITS • For higher flow rates and higher grease storage requirements. • For below or above grade installations follow installation instructions outlined in installation packet • Units must be piped as shown above to ensure that the units work properly as the system is designed. • The units must be equally spaced to ensure the equal distribution of effluent flow. • For systems that are installed below grade it is recommended to install a two-way clean out tee extended to finished grade before and after each unit for line cleaning purposes. Hybrid systems combining parallel and series installations are available per written approval from Schier Products. NOTES: Scheer grease interceptors are rated and manufactured with an internal flow control system already in place. They do not require an external flow control system or air intake vent Schier grease interceptors are not to be installed in any other manner except as shown. Consult brat codes for separate trapping requirements, cleanout locations and additional installation instructions. 0 00 Onnno don. PRCPNETARV AND Celfloerrw. `WV roma Series Installation of Multiple Grease Interceptor Systems (GB 75, GB -250 only) GB -75 (2 Series) 75 GPM, 1,232 Grease Lbs. All piping between units to be supplied by others [ZOIC 013-250 (2 Series) 100 GPM, 2,152 Grease Lbs. Two-way cleanout extended to grade recommended before and after each unit if units are below grade (bpd i_OZ1 GB -250 (3 Ser es) 100 GPM, 3,228 Grease Lbs. GB -250 (4 Series) 100 GPM, 4,304 Grease Lbs. SERIES INSTALLATION OF MULTIPLE GREAT BASIN UNITS For lower flow rates and higher grease storage requirements. For below or above grade installations follow installation instructions outlined in installation packet Units must be piped as shown above to ensure that the units work properly as the system is designed. For systems that are installed below grade it is recommended to install a two-way clean out tee extended to finished grade before inlet of the primary and after the outlet of the final secondary unit and between units h there is a long run of pipe between units for line cleaning purposes. When installing units in series secondary unit inlet diffusers need modification prior to install. See details to right. Hybrid systems combining parallel and series installations are available per written approval from Scheer Products. IMPORTANTI ditNser e r rebel Cutartt ad Met Diffuser Nbdsmtlons for Secondary Units of series Interceptor system DESCRIPTION: GREAT BASIN INSTALLATION, OPERATION AND MAINTENANCE GUIDE SHEET NUMBER: 5 of 7 MATL: PE DWG BY: TEU DATE: 11/1/10 REV: 3 - 11/07/11 Schler Products 9500 Woedend Rd Edwardsville, KS 66111 Tel: 600427.7115 Fax: 8004274664 www.sc h lerproduets.eom Made In the U.SA SCHIER PRODUCTS Pioneering Drain line Purity Tools Included (with base grease Interceptor unit(s)) • 7/18 Nutdrnertool/b,t • Silver permanent market Tools Needed: • Tape measure • Regular or cordless drill with 1/2" chuck Tools needed If Riser(s) require cutting: • Jigsaw or • Cordless circular sawor • Reciprocating saw Riser Assembly Instructions/Steps: 1. If unit Is to be installed on grade (on -the -floor), there is no need for any adjustments. Unit 5 ready to be put into service. 2. If unit is to be buried: Once unit is set so that the pipe connections line up with jobsite piping, measure total riser height needed from top of cover to finished grade. Make sure you include any future the work, etc. that may be installed in your finished grade measurements. See figure 1. 3. Select according riser(s) needed based off Table 1. 4. If riser(s) is needed, remove cover(s) from adapter and remove adapter from main unit by loosening upper damp with included nut driver bit (lower band is factory set do not adjustor remove). On the floor near the unit, insert adaptor into first riser until it stops. If needed, insert bottom of first riser into top of second riser until it stops. You may need toigghten upper clamps during this stepto keep risers from shifting. Adapter and riser(s) should sit level with each other. Removal of cover during this process will ease assembly. 5. From the top of the adapter, measure your needed total riser height downward to the sidewall of the riser. Then, add 5" (for GB -35 or GB -50) or 8' ( for 06-75, GB -125 or GB -250). For example, 9 you have a GB -2330 and need a 15-117 extension, you would measure down from the top of the adapter 21.12" (15-12" + 8" = 21-12"). See Figure 2. 6. Refer to Table 2, Table 3 or Table 3a to determine if, and where, any cuts need to be made. If a cut needs to be made, make a circular line around the sidewell of the riser with the included silver marker at your riser height+dimension from step 5. Using a jigsaw, circular saw or reciprocating saw, cut along your line. Discard/recycle the cutoff scrap. 7. Whether the riser needs to be cut or not, make another mark with the silver marker on the sidewall of the riser a distance of 4 INCHES (3 INCHES for a G835 coy 4" connections) above the edge just cut If you did not make a cut (meaning your riser height + dimension from step 5 line was beyond the bottom edge of your riser), still mark the sidewall of the riser 4 INCHES above where your riser height+ dimension from step 5 line would have been. DO NOT cut this new line. Once the riser is Installed Into the main unit, this new line will end up at the top of the gasket and will aid in re -assembly. See Figure 3. 8. IMPORTANT: Before the next step: 1. Make sure both diffusers are installed inside the main unit at the appropriate locations and check if there needs to be any flow control adjustment on the inlet diffuser. Refer to sheet 2 of the installation instructions for flow control adjustment 2. Refer to sheet 1 of the installation instructions for leak/water testing procedures. 8. Take riser(s) and adapters apart to reduce the weight during installation. Wipe all skim/ails and inside of gasket with a damp cloth to remove jobsite dust/debris. Install components into the main unit starting from the lowest (cut) riser and working your way toward the finished floor level. Upper clamps at each gasket need to be loosened or removed to aid in assembly. Once riser(s)/adapter is inserted into gasket upper clamp can be tightened. 10. Verify that the bottom o1 the lowest riser is protruding at least 2-1/2" but no more than 4' into the Train unit from the top of the gasket Your mark from step 7 should be at the top edge of the gasket on the main unit. If measurements were made correctly, this should happen automatically. See figure 4, 11. If tilting of the adapter is required to be flush with finished grade, it must be done AFTER all clamps have been tightened with riser(s)/adaptor in a vertical and level position. Tilting )s achieved by using the flexibility of the gasket If titling is done before clamps are tightened, a perfect gasket seal may be compromised. Schier recommends tilting only the adapter versus the entire riser assembly to make sure your riser height 5 maintained. 12. Tighten alt clamps to a minimum of 5 and a maximum of 8 R lbs. of torque. Use the same torque as you would tighten a rubber no -hub coupling. 13. The adapter must be adjusted upward to achieve certain extension heights. See Table 2, Table 3 or Table 3a. 14. If jobsite riser height conditions change after the above steps have been completed, there may still be roam for vertical adjustment in both directions. As long as minimum and maximum overlaps are maintained (see Figure 4), the adapter/riser(s) can be adjusted/cut as many times as necessary. Please followthese steps from the beginning to ensure the proper overlaps are maintained. Cao Schley with questions or suggestions 0 1-800.827-7119 Customer Service Hours: 7AM-5 PM CST NOTES: Schier grease interceptors are rated and manufactured with an internal flowcontrol system already in place. They do not require an external flow control system or air intake vent Schier grease interceptors are not to be installed in any other manner except as shown. Consult local codes for separate trapping requirements, cleanout locations and additional installation instructions. Cover Adapter Gasket Upper clam Lower clam Finished floor TeleGlide Riser (24 Series) Installation Guidelines (GB -35, GB -50, GB -75, GB -125, GB -250) Unit GB -250 (standard) Riser Height Adapter -1111111124- j/iln Figure 1 Cover Adapter Gasket Upper clamp Lower clamp Adapin Upper cramp Lower clam `�-- GB -35, GB -50, GB -75 & GB -125 (standard) RHeight+m Oateiser n. frostep 5 Table 1 TeleGlide Riser Order Guide 0635E08-50 IGB-35 / 4' Connections) GB -75 & G8-125 GB -250 Ries Oty. '.Raer - e ElmRiser Herght `. Riserliei0ht M� Fk;ght Raer //eight rizi�® mIMI ooSESEICEUooEI=Ioo®©o EGIMEI©o1211512151oo IZEICEIMIIIIIM o©moo Note: Avoloble range of adopter only is 2-1/7. Table 3 for GB -35 and 00-50 ReerHeght : Raer P/N 'Needed Needed Cut L'ocatkm(i( Tabic 3a f 0r GB 35 wr 4 Connections Cover Gasket Cover -- Adapts Gaske Upper Clam Lower Clam Adapter Riser Adapter & Cover (standard component) Cut location "A" Upper Clam Lower Clam Cot bc+ on"e' SR24 (short riser) (optional component) Risser Heptst Rser,P/14 Raer Qfy. Cu) LOcation(s):. Needed Needed Needed ; "(See figures nMvsl. 0' to 3-1/7 None 0 None >3-1/7 to 6-1/2' 5624 o,b >6-1/7' to 17 5624 b 0171527 SR24 None' >2710 37 LR24 c >3710 37 1624 1 None° Cr to 2-1/7 02-)/7 to 5-1/7 >5-1/7 to 16" >16" to 21" >21" to 31" >31" to 36" None SR24 SR24 SR24 LR24 1624 0 None ob b None' Nona° 5. Adjust ado r upwards to reach 20'to 22" 6. Adjust pter upwards to each 35' b37 O O e O e .,.,s.....w•mw•ne,,,�,monaErRevaccorsoenw, eP ..mow. 7. Adjust adapter upwards to reach 18• to 21' 8. Adjust adap' r upwards to reach 34• to 36' Mark Cut Figure 3 Upper Clamp Gasket Lower Cla LR24 (long riser) (optional component) Unit Must be at least 2-1/2 and cannot exceed 4" Riser/Adapter Figure 4 '3" fora GB -35 with 4" connections 1. Ad uet oda r upwards to reach 271e 24' 2. A ust a r upwards b reach 37 b 39' 3. A a r upwards to reach 56' 10 58' 4. Adjust a r upwards b reach 70" to 77 DESCRIPTION: GREAT BASIN INSTALLATION, OPERATION AND MAINTENANCE GUIDE SHEET NUMBER: 6 of 7 MATL: PE DWG BY: TEU DATE: 11/1/10 REV: 3 -11/07/11 Schier Products 9500 Woodend Rd Edwardsville, KS 66111 Tel: 800.827-7119 Fax: 800-827-9664 W ew.schlerproducts.com Made in the USA SCHIER PRODUCTS Pioneering Drain Line Purity table 2 (tor GB.75 GB.125 and GB -250) Riser Height Needed ` Ricer P/N'-' Needed`- Riser' Qty.. Needed Cut ` _, Locatkorlls) GB -75,09-125- GB -250 0" to 6" None 0 0 None >6' to 8-1/4'• 5824 1 2 (Lb >8-1/C to 19-3/4" 5824 1 2 b > 19-3/4' to 2" 51824 1 2 None >24" to 35" LR24 I 2 c 035' to 39" LR24 1 2 None' >39'to 43" 5624 2 4 b >43'10 51-1/7 SR24 1 2 c LR24 1 2 >51-1/7to56' SR24 1 2 None' LR24 I 2 >58" to 66-1/7 LR24 2 4 c v66-1/2" to 77' LR24 2 4 None 1. Ad uet oda r upwards to reach 271e 24' 2. A ust a r upwards b reach 37 b 39' 3. A a r upwards to reach 56' 10 58' 4. Adjust a r upwards b reach 70" to 77 DESCRIPTION: GREAT BASIN INSTALLATION, OPERATION AND MAINTENANCE GUIDE SHEET NUMBER: 6 of 7 MATL: PE DWG BY: TEU DATE: 11/1/10 REV: 3 -11/07/11 Schier Products 9500 Woodend Rd Edwardsville, KS 66111 Tel: 800.827-7119 Fax: 800-827-9664 W ew.schlerproducts.com Made in the USA SCHIER PRODUCTS Pioneering Drain Line Purity Tools includgd (with riser kit) • Silver permanent marker Tools Needed: • Tape measure • Phillips head screwdriver • Jigsaw or • Cordless circular saw or • Reciprocating saw Riser Assembly Instructions/Stes: 1. 1f unit u: to be buned, you w, l need an SR16 riser kit (sold separately). The 16 Series TeleGlide Riser System for these models allows riser heights from 2-1/6" above standard unrt up to 16'. Only ONE riser may be used per base unit to allow sufficient access to internal sew iecable components See Figgure 5. 2. If more than 16' of riser height 5 needed, you w11 need to adlustpbsite requirements OR purchase the next available model pith a 24 Series TeleGlide Rorer System which allows tater riser heights. 3. Once unit is set so that pipe connections line up veth )obsde piping, remove cover from unit Fasten yellow gasketed ring to unit with hardware provided in separate nser krt. Ring flange with 4 bon notches faces down against the unit See Figure 1. 4. Push riser into ring until it stops (about 1 inch). See Figure 2. 5. Measure the distance from the top edge or the riser down to the finished floor. Make sure to account for any future tile work in your measurment See Figure 2. 6. Remove riser from ring. Take measurement from step 5 horn the BOTTOM of the riser upwards towards the top of this riser. Mark a line around the riser, and cut with handsaw. 1g saw or reciprocating saw. Remove debris from cut edge with scraper, utilly knife. or gloves. See Figure 3. 7. Place cut riser back into ring on unit until it stops Fasten cover from unit into riser with the same 4 bolts from the unit. Unit is ready to ba water tested and backfilled Instal finished floor See Figure 4. �--- Remove cover anis dNw r Figure 1 Figure 3 NOTES: Sauer grease interceptors are rated and manufactured with an internal flow control system already in place. They do not require an external flow coned system or an intake vent Schier grease interceptors are not to be mstaled in any other manner e.cept as shown. Consul local codes for separate trapping requirements, cleanout orations and addrbonal installation instructions TeleGlide Riser (16 Series) Installation Guidelines (GB -15, GB -20, GB -25) tinduureed with lone unit) Riser Kit GB -15 Figure 2 Figure 4 00000 bmwelews moss. ••••• woos *Mem GB -20 Riser GB -25 SR16 Riser Kit (Sold Separately) Minimum and maximum riser heights when units are buried. Figure 5 DESCRIPTION: GREAT BASIN INSTALLATION, OPERATION AND MAINTENANCE GUIDE SHEET NUMBER: 7of7 DWG BY: TEU IDATE: 11/1/10 MAIL: PE REV: 3 -11/07/11 Schler Products 9500 Woodend Rd Edwardsville, K5 66111 Tel: 600.627-7119 Fax: 900-027-6664 www.schlerproducts.eom Made In the U.SA SCHIER PRODUCTS Pioneering Drain Line Purity August 2, 2013 Art Casillas PO Box 73283 Puyallup, WA 98373 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #1 Plumbing/Gas Piping Permit Application Number PG13-103 Yeti Yogurt —100 Andover Pk W Dear Mr. Casillas, This letter is to inform you of corrections that must be addressed before your plumbing/gas piping permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Public Works Department has no comments. Building Department: Allen Johannessen at 206-433-7163 if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431-3670. Sincerely, -mU Bill Rambo Permit Technician encl File: PGI3-103 W: (Permit CentertCorrection Letters120131PG13-103 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: July 25, 2013 Project Name: Yeti Yogurt Permit #: PG13-103 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. Please provide the manufacturers installation specifications for the grease trap. Show the sizing of the grease trap meets the requirements for the number and capacity of fixtures connected to it. 2. Provide an elevation diagram or similar notes specifying how and where the grease trap is to be installed, i.e. above or below floor. The concern is the location of the grease trap is placed where drainage system pipes shall have sufficient slope and the grease trap servicing access cover has sufficient access to it and clearance from other elements or fixtures. Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. Page 2 of 2 I$ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG13-103 PROJECT NAME: YETI YOGURT SITE ADDRESS: 100 ANDOVER PK W Original Plan Submittal Response to Incomplete Letter # DATE: 08-08-13 X Response to Correction Letter # 1 Revision # After Permit Issued PART ENTS Buildin ivision Public Works ❑ Fire Prevention Structural Planning Division Permit Coordinator n 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 08-13-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route 2r Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09-10-13 Approved Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 IkRMIT COORD COPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG13-103 PROJECT NAME: YETI YOGURT SITE ADDRESS: 100 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # DATE: 07-22-13 Response to Incomplete Letter # Revision # After Permit Issued DE!PPAR MENT : Building iv' ion ktc WorRs Fire Prevention Structural n Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07-23-13 Complete Incomplete ❑ Not Applicable n Comments: Permit Cen"ter Use,Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Igl, Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08-20-13 Approved n Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: P.ermit3Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg N, Fire ❑ Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: \3 0 Response to Incomplete Letter # Response to Correction Letter # Revision # 'f- after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: 'Ps ,3 Project Name: 1j yi L)C Project Address: 100 ,ckove r Contact Person: ,A Phone Number: ( ) Ra©4\ AG, Summary of Revision: } 2CCAI � c13. C -kr g- - c p �Vl�ro c ry\c 0'-" - 12cn tl t o Cck`t i of\ evre_c,s-40,110 RECEIVED orr 4FI1t ► LA► MG 08 2013' PIIRM1T CENTER Sheet Number(s): "Cloud" or highlight all areas o revision mcludiii da"te'o revis'on' ` sw' '" '"'" " ' ' ` g f Received at the City of Tukwila Permit Center by: Entered in Permits Plus one"- ( H:\Applications\Forms-Applications On Line\2010 Applications\7-2010 - Revision Submittal.doc Created: 8-13-2004 Revised: 7-2010 La King County Department of Natural Resources and Parks Wastewater Treatment Division p(#3-103 Non -Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type Property 00treet ddress 1/C6 2 OCW L) , 1O For King County Use Only Account # No. of RCEs Monthly Rate PropertyTaxlD# `2g - OO9.& •�)kL\C_A t ci t Party to be Billed (if different from owner) City State ZIP Owner's Name Subdivision Name Subdiv. # Building Name (if applicable) Lot # Block # ( as )J •-, X4,1-5 Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Owner's Mailing Address 4!%'C1 , ;tri cA p „S o r'1\\ 21:0C) A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 j. Sink, Clinic flushing 8 8 Sink, kitchen 3 2 a., Sink, other (service) 3 1.5 Q Sink, wash fountain, circle spray 4 3 ,, Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units = 20 as RCE City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre-existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre-existing building? 0 Yes 0 No Was building on Sanitary Sewer? 0 Yes 0 No Was Sewer connected before 2/1/90? 0 Yes 0 No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? 0 Yes 0 No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Estimated Wastewater Discharge: Gallons/days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B RCE RECEIVED CITY OF TUKWILA JUL Z22013 PERMIT CENTER Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-684-1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/Representative e�< Date 7- 2-Z' / 3 Print Name of Owner/Representative Contractors or Tradespeople Pror Friendly Page General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite/Apt. City State Zip County Business Type Parent Company PINNACLE PLUMBING INC 2538204146 Po Box 732083 Puyallup WA 983739998 Pierce Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602719501 Active PINNAPI938MJ Construction Contractor 7/11/2007 7/11/2015 Plumbing Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status PLUMBO'965D6 PLUMBING OUTFIT, THE Construction Contractor Plumbing Insulation 3/2/2004 3/2/2008 Inactive ELKPL"942DB ELK PLUMBING Construction Contractor Plumbing Insulation 3/2/2006 3/2/2008 Re Licensed Business Owner Information Name Role Effective Date Expiration Date CASILLAS, ARTURO JAVIER Director 07/07/2011 Amount CASILLAS, PATRICIA TOMIKO President 07/11/2007 01SBAAM4454 CASILLAS, ARTURO Vice President 07/11/2007 07/07/2011 Bond Information Page 1 of 2 Bond 1 Bond Company Name OLD REPUBLIC SURETY CO Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date YLI246968 07/09/2007 Until Cancelled $6,000.00 07/11/2007 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 6 Hartford Casualty Ins Co 01SBAAM4454 03/01/2012 03/01/2014 $1,000,000.00 02/22/2013 4 Hartford Casualty Ins Co 01SBAAM4454 03/01/2011 03/01/2012 $1,000,000.00 02/01/2011 3 HARTFORD CAS INS CO 01SBAAM4454 03/01/2010 03/01/2011 $1,000,000.0002/19/2010 2 HARTFORD CAS INS CO 01 sba am4454 03/01/2009 03/01/2010 S1,000,000.0001/26/2009 1 HARTFORD CAS INS CO 01 SBA AM4454 03/01/2007 03/01/2009 $1,000,000.00 01/28/2008 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information I 1 httns://fnrtress.wa. aov/1ni /hhin/Printasnx 08/21/2013 SUPPLIER DESCRIPTION 1111151 -4 NEWME P.- -4 11111111111111 till � .ofd ®► .0( min mil- ► '4.®IMO JJJJIII M 17:-_-321:111111.= F.'lli'll11111111111111111•111111= �g_3i ®®®®E-;7_ 41;T1:� EMI ®®®® 1111111111111111111111 iL 4P;' a- BUINS>.1101®11111JJJJJIIZ�3 itom ®► �'®C° a '''3•� n,•��i ��ri� mum.AIMEE<RE11011 41 NEM 111.1151 P2;= -T* -411911t.2 tY °'" MIME NM TrilL-.-A.111.01.1111111.1111111. 1101: ► ®IJIIJl= ®® °VEZI-ib•� -7 1 1111.1- IMES Mill. -ii.1111111111 IBM ► 4 EMI= 3T" ►_Ctt KIM =ME 1,` 4 MZ retE r•t8111-111 I NOB MI= ®®E 7 3 Td111111111 FE711 '4 =ME 1111115 .;r--.1,--14111111•11111111111111 EAR MI 0- e'®G'm7 IALIEIt= *TM 11111111111111111181 LTa:4: e .111111111111111111111111111 PAO 11111111111111111111 MIN L-WfX.2.10 ®®® L'Z:T.INNEE Eng ME L-ra.;A:17g-7.2,a-31111111111111111MMIIN? Wan ►..®®®a87Em 3 X10®Jl!►-4 ME[ijI- 1nrt ®® ► .'®I® r_T-AnIg1111111 WM MI= ► •;WMA . - ®®P.- 41 ®► a ®®NMI[T%aT7•R- Ir..111 0- 111111•18111111111 11E11 11111111111111111111 1111.111111.11111.111 ► . ®JIIIIJIB.E']I 1 • rd :T7 ;. 3� �3i1!®I= NEI ®E-�•[; `i„te"LAI MINIM 0-.4a IIMS 0- 4 MIEN MIN 11C11111111111111 P- 4MI-: 1101111111111111 I.- 4 NM MEIN all= ►.Ill®In': Lc� ► .4 MINIM NMI MEM 1" 4 INN Ij7�.;:".3n 0 MEM ► 4'WM 1/ EOM ®-► 4WIin►4--'if4111111 INN MIN 0- -4 MR L-7ff-1 rkg P.15 T --111=1111111111 ie►_f�a WIN ► . ®► .'tel E.'A313�FiY -111111 IlLtl111 INN= P- raKzirg-iiimmonsim Ems®®► 11_1Imo ulguld 11 LAI► •MINIM 1111111111t --'3u 1111 MIMI 0- •1 KIM ki.11111=1 E.M NEM► aLllrrU Erb►.®®NMI•: L-'� FJMI= ►-IEI!•E%,11k1 PLUMBING LEGEND 6TMOOL DEEMPTION 1 NOT WATER elPMt.Y 0 cGLD 9141ER 6PPLY PGT EWE FLOOR SW, NOd?ATE FLOOR SPX, 3/4ORATE 1 0 0 3 0 0-0 0 0 0_0 0o0 0 0 0 0 0 COPY Permit No. O , Mar win approval is subject to errors and omissions. 1/4--::-0.- d of constnidion documents does not authoin e Mt :.dntiort of any adopted * i I,: or ordinance. Receipt of -0- proved Fleid-lat.) ►� - IP �, -, Is acknowledged: Cm r f Uocaen of 13. City Of lbkwifa BUILDING DIVISION PLUMBING ROUGH -IN PLAN Saab,: V4'.1' -p' PLUMBING NOTES REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. I. ALL MIMING ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS 814011 ON THE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY 'A$ PLUMBING CONTRACTOR PER NATIONAL AND LOCAL CODES. 2. UNLESS OTHERWISE SPECIFIED N THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES, TRAPS, LNE STRAINERS, FLOOR SINK COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, ETC 3. PLUMBING CONTRACTOR SHALL SIZE, RUNTISH AND INSTALL ALL GREASE TRAPS OR INTERCEPTORS AS REQUIRED AND COORDINATE SIZES AND LOCATIONS WITH KITCHEN EQUIPMENT CONTRACTOR 4. PLUMBING CONTRACTOR SHALL RIRNUSH AND INSTALL ALL GAS 544117 -OFF VALVES FOR EACH PIECE OF EQUIPMENT um PERMANENT ID. TAGS A5 WELL AS 114E MAN GAS VALVE(S). 5: PLUMBING CONTRACTOR SHALL RJRN ISH AND INSTALL ALL DIRECT SINK WASTE LINES AND ALL INDIRECT EQUIPMENT WASTE LINES AS 51-10104 ON PLANS PER LOCAL CODES, INCLUDING TRAPS, TAIL PIECES, LINE STRAINERS, OND WALK-IN CONDENSATE WASTE LINES, AS, REQUIRED. INDIRECT WASTE LNE ROUTING THROUGH CABINETS SHALL BE N A MANNER SO AS 70 MAXIMIZE USABLE STORAGE SPACE. 6. ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REI IOVAL SHALL RE RUN IN COPPER 1 THE FUMING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL PRAINLMES FROM ICE ENS, ICE PAN& ETC, SO AS TO ELMNATE CONDENSATION FORMATION SEPARATE PERMIT REQUIRED FOR: erklechanical E Etectricai E Plumbing Cr Gas Piping C.' of Tukwila E .k WlpG DIVISION 1.- • 8. ALL INDIRECT WASTE LINES TO HAVE A 2° MNIPUM AIR GAP. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 152013 Vik City of Tukwila BUILDING DIVISION S. FLOOR SINKS SHALL BE FINISHED AND INSTALLED BY THE PI.UNBNG CONTRACTOR IN LOCATIONS SHOUN, AND SUPPLIED WITH 3/4 GRATE OR AS SPECIFIED. AREA DRAINS, IF REQUIRED SHALL WE VERIFIED WITH THE ARCHITECT. 1017 SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR 70 VERIFY THAT THE LOCATIONS FOR ALL MECHANICAL REQUIREMENTS UJNICH REQUIRE FLOOR PENETRATIONS DO Iga CONFLICT WITH STRUCTURAL MEMBERS IN 71 E FLOOR II. THE GENERAL. CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAIN ON THE J05 SITE 80 AS TO ENSURE THE BEST SLOPE POSSIBLE OF 714E SURROINDNG FLOOR 70 71 -ESE DRAIN. 11. PLUMBER SHALL RIRN1S14 AND INSTALL PRESSURE REDUCNG VALVE(6) AT DIS4Ji 4SHERCS), GLASS WASHER(S), STEAMER'S) AND OTI•ER EQUIPMENT, AS REQUIRED: 13. 17 SHALL BE 714E RESPONSIBILITY CF THE PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL WATER HEATERS FOR 11415 PROJECT AND TO ENURE ADEQUATE WATER SUPPLY FOR THE FOOD SERVICE EQUIPMENT. WATER TEMPERATURE TO THE D1814U451 ER SHALL BE 140'. COORDINATE LOCATION OF WATER DATER 121714 KITCHEN EQUIPMENT CONTRACTOR 14. THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIME SICNS 51401111 ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ON -Y. SEE ARCHITECT'S PL.AN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR /HIS PROJECT: CORRECTION ?G13103 RECEIVED CITY OF TUKWILA AUG 082013 PERMIT CENTER. SOUTHCENTER, WA • REVISION MR/NATION DATE 0 216113 1 2112/13 2 2115113 3 2125113 4 4E8113 5 m113 6 7 8 TMs pionhMppr dWan Maw mad Dlowdnilogtbffio =Moo ertkboot%beeopled, np vd000tl,«aokltvrdobar eI* ”11.141houtuillba pomirilo mdknottoewwdIn sty asiGoldowbilbMsbest 1. OZ12M au omec. DRAWN BY: J.STRANGE PROJECT MANAGER: D.STOOPS SHEET TITLE:, PLUMBING ROUGH -IN PLAN SHEET NUISER NUMMIPROJECT 3431 -0 750Z5717501:731 '000 0000001-a laaoacmao_QQ1' 0o0 0 0 0 0 0 COPY Permit No. O , Mar win approval is subject to errors and omissions. 1/4--::-0.- d of constnidion documents does not authoin e Mt :.dntiort of any adopted * i I,: or ordinance. Receipt of -0- proved Fleid-lat.) ►� - IP �, -, Is acknowledged: Cm r f Uocaen of 13. City Of lbkwifa BUILDING DIVISION PLUMBING ROUGH -IN PLAN Saab,: V4'.1' -p' PLUMBING NOTES REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. I. ALL MIMING ROUGH -IN WORK AND FINAL CONNECTIONS TO ALL FOOD SERVICE AND RELATED EQUIPMENT AS 814011 ON THE KITCHEN EQUIPMENT CONTRACTOR'S PLANS TO BE PERFORMED BY 'A$ PLUMBING CONTRACTOR PER NATIONAL AND LOCAL CODES. 2. UNLESS OTHERWISE SPECIFIED N THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING -TYPE MATERIALS INCLUDING VALVES, TRAPS, LNE STRAINERS, FLOOR SINK COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, ETC 3. PLUMBING CONTRACTOR SHALL SIZE, RUNTISH AND INSTALL ALL GREASE TRAPS OR INTERCEPTORS AS REQUIRED AND COORDINATE SIZES AND LOCATIONS WITH KITCHEN EQUIPMENT CONTRACTOR 4. PLUMBING CONTRACTOR SHALL RIRNUSH AND INSTALL ALL GAS 544117 -OFF VALVES FOR EACH PIECE OF EQUIPMENT um PERMANENT ID. TAGS A5 WELL AS 114E MAN GAS VALVE(S). 5: PLUMBING CONTRACTOR SHALL RJRN ISH AND INSTALL ALL DIRECT SINK WASTE LINES AND ALL INDIRECT EQUIPMENT WASTE LINES AS 51-10104 ON PLANS PER LOCAL CODES, INCLUDING TRAPS, TAIL PIECES, LINE STRAINERS, OND WALK-IN CONDENSATE WASTE LINES, AS, REQUIRED. INDIRECT WASTE LNE ROUTING THROUGH CABINETS SHALL BE N A MANNER SO AS 70 MAXIMIZE USABLE STORAGE SPACE. 6. ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REI IOVAL SHALL RE RUN IN COPPER 1 THE FUMING CONTRACTOR SHALL PROVIDE AND INSTALL INSULATION MATERIAL ON ALL PRAINLMES FROM ICE ENS, ICE PAN& ETC, SO AS TO ELMNATE CONDENSATION FORMATION SEPARATE PERMIT REQUIRED FOR: erklechanical E Etectricai E Plumbing Cr Gas Piping C.' of Tukwila E .k WlpG DIVISION 1.- • 8. ALL INDIRECT WASTE LINES TO HAVE A 2° MNIPUM AIR GAP. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 152013 Vik City of Tukwila BUILDING DIVISION S. FLOOR SINKS SHALL BE FINISHED AND INSTALLED BY THE PI.UNBNG CONTRACTOR IN LOCATIONS SHOUN, AND SUPPLIED WITH 3/4 GRATE OR AS SPECIFIED. AREA DRAINS, IF REQUIRED SHALL WE VERIFIED WITH THE ARCHITECT. 1017 SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR 70 VERIFY THAT THE LOCATIONS FOR ALL MECHANICAL REQUIREMENTS UJNICH REQUIRE FLOOR PENETRATIONS DO Iga CONFLICT WITH STRUCTURAL MEMBERS IN 71 E FLOOR II. THE GENERAL. CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAIN ON THE J05 SITE 80 AS TO ENSURE THE BEST SLOPE POSSIBLE OF 714E SURROINDNG FLOOR 70 71 -ESE DRAIN. 11. PLUMBER SHALL RIRN1S14 AND INSTALL PRESSURE REDUCNG VALVE(6) AT DIS4Ji 4SHERCS), GLASS WASHER(S), STEAMER'S) AND OTI•ER EQUIPMENT, AS REQUIRED: 13. 17 SHALL BE 714E RESPONSIBILITY CF THE PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL WATER HEATERS FOR 11415 PROJECT AND TO ENURE ADEQUATE WATER SUPPLY FOR THE FOOD SERVICE EQUIPMENT. WATER TEMPERATURE TO THE D1814U451 ER SHALL BE 140'. COORDINATE LOCATION OF WATER DATER 121714 KITCHEN EQUIPMENT CONTRACTOR 14. THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIME SICNS 51401111 ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ON -Y. SEE ARCHITECT'S PL.AN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR /HIS PROJECT: CORRECTION ?G13103 RECEIVED CITY OF TUKWILA AUG 082013 PERMIT CENTER. SOUTHCENTER, WA • REVISION MR/NATION DATE 0 216113 1 2112/13 2 2115113 3 2125113 4 4E8113 5 m113 6 7 8 TMs pionhMppr dWan Maw mad Dlowdnilogtbffio =Moo ertkboot%beeopled, np vd000tl,«aokltvrdobar eI* ”11.141houtuillba pomirilo mdknottoewwdIn sty asiGoldowbilbMsbest 1. OZ12M au omec. DRAWN BY: J.STRANGE PROJECT MANAGER: D.STOOPS SHEET TITLE:, PLUMBING ROUGH -IN PLAN SHEET NUISER NUMMIPROJECT 3431 REVIEWED FOR CODE COMPLIANCE APPROVED