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Permit PG12-109 - BARAKO
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. PG 12 -109 14816 Tukwila International Boulevard RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION F,age # Code Exemption � � �� Brief Explsnatoty Description, Statute /Rule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 37 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. BARAKO 14816 TUKWILA INTERNATIONAL BL PG12 -109 Parcel No.: Address: City ofI'ukwila • 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 0041000142 14816 TUKWILA INTERNATIONAL BL TUKW Project Name: BARAKO Permit Number: Issue Date: Permit Expires On: PG12 -109 09/26/2012 03/25/2013 Owner: Name: Address: Contact Person: Name: Address: Email: Contractor: Name: Address: STEINBERG DOUG 26415 MILITARY RD S , KENT WA 98032 LARRY GRIFFIN 10105 RAINIER AV S , SEATTLE WA 98178 LARRY- GRIFFIN@C O MCAST. NET Phone: 206 - 772 -2881 ALL CITY CONSTRUCTION LLC Phone: 206 772 -2881 10105 RAINIER AV S , SEATTLE WA 98178 Contractor License No: ALLCICC893DZ Expiration Date: 03/09/2013 DESCRIPTION OF WORK: BUILD COUNTER, ROUGH -IN PLUMBING PER CODE. PROJECT ON VALLEY VIEW SEWER. Value of Plumbing /Gas Piping: Fees Collected: Electrical Service Provided by: Permit Center Authorized Signature: $2,500.00 Uniform Plumbing Code Edition: 2009 $159.13 International Fuel Gas Code Edition: 2009 I hereby certify that I have read and e governing this work will be complied v U `73Ail Date: O (4 I ( 2 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not pre construction or the performance of work. on the back of t .. - t. e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this plumbing /gas piping permit and agree to the conditions Date: 1-76 1 z 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. doc: UPC -4/10 PG 12 -109 Printed: 09 -26 -2012 PERMIT CONDITIONS Permit No. PG12-109 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: 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. 13: * ** PLANNING DIVISION CONDITIONS * ** 14: There is not enough parking at this site to allow coffee service beyond serving employees. To provide coffee service to customers or outside of employees would be in violation of use for this site. This permit is approved by Planning for an employee -only coffee service. 15: It does not appear that there is a business license for any use at this site. A business license must be obtained prior to starting any business in Tukwila. doc: UPC -4/10 PG12-109 Printed: 09 -26 -2012 CITY OF TUKWII0 Community Developme, Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.TukwilaWA.gov Plumbing Project No. Date Application Accepte Date A Expies 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 ** SITE °LOCATI± Site Address: L k (6 - (kf,eviNet: -(CA-). IV Tenant Name: Rb 1 A L° / j It rrA PROPERTY OWNS Name: n l Address:c.2 s City: r- e.nkc)(\ State Zip: 9 IC 0,-;c— CONTACT PERSON =- t communication ,. Name: / to oE 1142-7P Address: ` le(o e i." e� A. City: State „ Zip: 7 7 ' Phonec 6,-/722 Fax: /a,�Zl/ Email: •� _ cri CGn.i CcL54 , ker Valuation of Project (contractor's bid price): $ £90 Cs Scope of Work (please provide detailed information): (j c: 1(I? (Cc( e cP King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: ❑ Yes ❑.. No u 00 41 a)(0 H2, "F ATION Company Name: W o,„ Address: &V -B 0 �/ 1 1C�C: t4 (k1 C F.) t;� �- ll City— State: kA% Zip, Phoni 77Z 1 Fax: C) Contr Reg No.: A c6. tZExp Date:. 7 ( Tukwila Business License No.: JK ppU,,i Ll'li EL;511-IA( Pl o Building Use (per Int'1 Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: HApplications\Forms- Applications On Line \2011 Applications\Plumbing Permit Application Revised 8- 9- 11.docx Revised August 2011 bh Sewer: Page 1 of 2 Indicate type of plumbing fixtures and/or aaas piping outlets being installed and the quantity elow: • •FixturePTYpe • Qty'. Bathtub or combination bath/shower Dishwasher, domestic with independent drain _. Shower, single head trap Sinks 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) _. Lavatory Urinal Water heater and /or vent 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 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type < i.. Qty: Clothes washer, domestic ,Food -waste grinder, ' commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping 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 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 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 Plulnbing 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 J/ E ' fie`' THORIZED AGENT: Signatur : Print Day Telephone: Mailing Address: (a(' PMg ' City H:\Applications'Forms- Applications On Line \2011 Applications\Plumbing Permit Application Revised 8- 9- 11.docx Revised: August 2011 bh State Page 2 of 2 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 0041000142 Permit Number: PG12 -109 Address: 14816 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 05/29/2012 Applicant: BARAKO Issue Date: Receipt No.: R12 -01719 Initials: User ID: Payee: WER 1655 Payment Amount: $159.13 Payment Date: 05/29/2012 04:17 PM Balance: $0.00 ABDULL AHI TRANSACTION LIST: Type Method Descriptio Amount Payment Cash Authorization No. ACCOUNT ITEM LIST: Description 159.13 Account Code Current Pmts PLAN CHECK - NONRES PLUMBING - NONRES 000.345.830 31.83 000.322.103.00.00 127.30 Total: $159.13 doc: Receiot -06 Printed: 05 -29 -2012 INSPECTION RECORD Retain a copy with permit INSPECTION NO. :PERMIT NO.• CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: Address: '-f c1 G TT. (2, Date Called: Special Instructions: Date Wanted:. } IC 123' ii (m: _PAY Requester: Phone No: - j n (,--G oc -75S ? ,approved per applicable codes. Corrections required prior to approval. COMMENTS: Ins P a or: Date: �N,.c.AN ► �a� (.4A1 10 . npaIR INSPECTION FEE REQUI ) ED. Prior to nex inspection, #ee,must be. id at 6300 Southcenter Blvd., Suite 100. oil to schedule-reinspection. 4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Poi -1(. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 tz. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: . ..{ 1. -144.. Type of Inspection: , R^tryLt °i •v Address:1 Date Called: Special .Instructions: ?L-) Z - 0 I Date Wanted:. l 1- 12 1.? a.ni. gyp m.. Requester: Phone No: 2 Cl ( -,*CIO , -? 5- ? Approved per applicable codes. Corrections required prior to approval. COMMENTS:_ Ins"pectoe 1244 Date: /t, -/7.-/—> n REINSPECTION FEE REQUI:�RED. Prior to next inspection. fee must be p'd at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 INSPECTION RECORD 'Retain a copy with permit INSPECTION'NO: CITY'OF"TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila. WA 98188 (206) 431 -3670 Permit:Inspection- Request Line (206) 431 -2451 PERMIT NO. Project: Type of Inspection: Address: f'/c)/t„ .. . t t Date Called: Special Instructions: Date Wanted:. /0 --2 -12 3 . p.m,,; Requester: Phone No: -7-5-5 2. Approved per applicable codes. Corrections required prior to approval. COMMENTS: off. A,v4.4 REINSPECTION FEE 'R pUIRED. Prior o next inspection, fee must be paid at 6300 Southcented Blvd., Suite400. Call to schedule reinspection. Date: It a - /.� ij I5t in Restaurant Equipment online-sales@primasupply.com 1 -888- 810 -5043 Installation Instructions AIR INTAKE -n FLOW CONTROL TEE Psi c wa1 Ne.w i1 n.: • ._.OI.waY." n)w Contents: - Grease Interceptor - Flow Control Tee (included inside grease interceptor) Installation: 1. Remove flow control tee from inside interceptor. 2. Locate interceptor 'inlet' and 'outlet'. Position 'inlet' closest to the equipment the interceptor will be servicing. 3. Install flow control tee between equipment and inlet valve on the interceptor as illustrated above. 4. Vent the flow control tee as illustrated above to ensure optimal performance of your interceptor. 5. Replace lid and secure lid retaining bolt. RECEIVED 6. Check integrity of connection and lid gasket by filling interceptor with water from VENT REVIEWED FOR CODE COMPLIANCE APPROVED SEP 21 2012 City of Tukwila BUILDING DIVISION WASTE 'CORRECTION LTRka„..L.„. equipment connected to the interceptor. 7. Repair any leaks. 8. Repeat steps 6 & 7 until the integrity of all seals is assured. AUG102012 PERMIT CENTER Maintenance: One week after installation, check grease level inside interceptor. These results should be used to determine an appropriate cleaning schedule. To clean, remove lid and baffle, then extract or skim grease into empty container. Replace baffle and lid, securing lid with lid retaining bolt. Refer to local codes for regulations concerning region specific installation and proper grease disposal. The following is an excerpt from: GUIDE TO GREASE INTERCEPTORS ELIMINATING THE MYSTERY accessable at http : / /www.pdionline.org /grease.pdf 1)GIX- 10" A properly sized and designed grease in- terceptor may not work or may work less effi- ciently if it is installed incorrectly. As basic as it seems, the interceptor must not be in- stalled backwards. This is mentioned since far too many interceptors which are con- demned for not working have merely been installed backwards. The problems relating to installation, however, go beyond the obvi- ous. Regardless of whether the interceptor is a certified interceptor or a large capacity in- terceptor, one of the most important installa- tion practices to follow must be to locate the interceptor as near as possible to the source of the FOG laden water. See Figures 6 and 7. As stated previously, this is important be- cause every foot of piping between the source of FOG laden waste water and the intercep- tor is unprotected and is a potential mainte- nance problem. A second reason for locating the intercep- tor near the fixture: FOG separates best when the effluent is relatively hot. While the laws of physics dictate that FOG separates from water at a slower rate as tem- peratures increase, in these applications the separation rates at room temperature and at elevated temperatures (testing has been done up to 200 degrees F) are so close that the other benefits outweigh the slight im- provement in separation rate. For example, in waste water, particularly the FOG laden waste water from commercial kitchens, it is likely there will be solids present. These sol- ids and the FOG are more likely to form a globule, the specific gravity of which exceeds that of FOG alone. As the effluent tempera- ture rises however, the FOG will be more likely to separate freely from those solids. INSTALLATION Keeping the FOG from coalescing on the solids is important because the resultant Figure 6: Grease interceptor serving sink - flow control air intake intersects vent SINK AIR INTAKE VENT STAC-\4/2 0,,,,r-STACK VENT 0 111.- 00 p FLOW CONTROL INTERCEPTOR 0 �� - - - -�- 0 0 0 0 0 Figure 7: Grease interceptors serving trapped and vented sinks in a multi -story installation - flow control air intakes intersect vent Guide To Grease Interceptors 5 material may sink, and ultimately be dis- charged from the interceptor. If on the other hand, the FOG is free to separate from the solids in the waste water due to the higher temperatures, which tend to make the FOG less viscous, the FOG is more likely to be re- tained in the interceptor. FOG laden solids passing through the in- terceptor create two problems. First, they tend to form balls or aggregates (grease can become very hard) posing a blockage prob- lem in the waste water collection system. Sec- ond, if these materials do make it to the waste water treatment plant without creating any blockages, they can make waste water treat- ment much more difficult since degradation of FOG consumes oxygen necessary for the digestion of the waste in the treatment plant and because FOG decomposition is quite slow, it can pass through the plant. This in- creases the effort required to treat wastes and can cause violations of the plant's dis- charge permit. Unfortunately many of the codes in exist- ence around the country fail to recognize the benefits of hot water in the FOG laden waste stream and they forbid such sources of hot water as dishwashers from being a part of the FOG laden waste water system. PDI has done extensive testing on the affect of hot water on separation and can support through data the fact that hot water has little effect on separation efficiency. The Environmental Pro- tection Agency, in their document EPA 625/1- 80-012 (Design Manual: Onsite Wastewa- ter Treatment and Disposal Systems) is specific in recommending the use of hot wa- ter and proximity to the source to enhance retention of FOG. When discussing the location as a factor in installations, it should also be pointed out that in addition to proximity to the fixture, the interceptor should be located so that main- tenance can be easily performed. Although this recommendation also seems so obvious as to not need discussion, some interceptors have been installed under sinks without clear- ance for removal of the cover. Some intercep- tors have been placed in the floor and tiled over; some have been located so that they are literally hidden from view; and some large outdoor interceptors have actually been paved over. The placement should allow the cover to be visible and easily removable for cleaning, and clearances should be such that the internal baffling can be serviced. With the cover removed, all wetted surfaces should be visible. This is necessary not only for access to clean the interceptor, but also to have the capability to easily inspect the interior for potential problems such as damaged baffles and blocked air relief bypasses. The flow control fitting furnished with PDI certified interceptors must be installed in the waste line ahead of the interceptor. It should be located beyond the last connection from the fixture and as close as possible to the underside of the lowest fixture to minimize the effects of head pressure. When the wastes of two or more sinks or fixtures are combined to be served by one interceptor, a single flow control fitting may be used. Any flow control fitting installation not in conformance with these recommendations requires manufac- turer consultation. The air intake for the flow control may ter- minate under the sink drain board as high as possible above the flood level of the sink in order to prevent overflow. It may also ter- minate in a return bend at the same height outside the building. When the fixture is indi- vidually trapped and back vented, the air in- take may intersect the vent stack. All instal- lation recommendations are subject to the approval of the local plumbing code author- ity. See Figure 8. 6 Guide To Grease Interceptors One of the most controversial issues re- lating to Installation is: what fixtures or sources must be part of the FOG interceptor system? All drain - bourne FOG is a problem and if the problem is going to be solved all sources of FOG must pass through the grease interceptor. There is little controversy about connecting pot sinks. There is some controversy about connecting dishwashers. There are some questions relating to floor drains, but discharge from food grinders (or garbage disposals) is almost universally re- quired to bypass the grease interceptor or to have the pulverized solids removed from the waste stream before it enters the interceptor. The food grinder (and the associated pre - rinse station at the dishwasher) is one of the single greatest sources of FOG. Yet despite that fact, most codes forbid food grinder dis- charge from passing through a grease inter- ceptor. Technologically there is no reason for the waste stream to bypass the grease intercep- tor if the solids have been removed. See Figure 9. Figure 8: Grease interceptor serving two individually trapped and vented sinks - flow control air intake intersects vent DISHWASHER PRE -RINSE STATION AND FOOD GRINDER FLOW 9 CONTROL SOLIDS/ I INTER /EPTOR INTERCEPTOR Figure 9: Grease interceptor with solids interceptor servicing dishwasher with pre - rinse station and food grinder - flow control airy intake terminates above flood level Guide To Grease Interceptors 7 MAINTENANCE Even the best designed interceptors, properly installed will fail if they are not main- tained. The precise requirements for main- tenance are not possible to define since con- ditions at each installation vary. In terms of the typical code, maintenance must be per- formed before the grease in the waste water down stream from the interceptor exceeds 100 parts per million (100 milligrams per li- ter) or whatever the local standard is. While that is a simple statement to make, it is impossible for the user of a grease inter- ceptor to determine when those limits have been exceeded. The method for determining when an interceptor's rated capacity has been reached is fairly simple if it is a PDI cer- tified interceptor. A PDI certified interceptor FLOW INLET COVER GASKET (COVER NOT SHOWN) INTERNAL AIR RELIEF BAFFLES(S) SEPARATION CHAMBER • DO NOT DISPOSE OF FOG IN DRAINAGE SYSTEM • REMOVE COVER. • REMOVE GREASE (FOG) FROM TOP OF SEPARATION CHAMBER. • REMOVE ANY SOLIDS FROM BOTTOM OF CHAMBER. • INSPECT INTERCEPTOR AND CLEAN IF NECESSARY. • MAKE CERTAIN ALL PASSAGES INCLUDING AIR RELIEF ARE CLEAR OF OBSTRUCTIONS. • CHECK INTEGRIT, OF BAFFLES AND MAKE SURE THEY ARE IN PLACE. • CHECK• COVER GASKET FOR ANY DAMAGE. REPLACE IF NECESSARY. • REPLACE COVER. • TIGHTEN COVER HOLD DOWN BOLT(S). SCREWS OR LATCHES. OUTLET Figure 10: Grease interceptor cleaning and maintenance. has a rated retention capacity equal to twice its flow rate expressed in pounds. For ex- ample, a 35 GPM interceptor is rated to re- tain at least 70 lbs. of grease. A user may determine a cleaning schedule by measur- ing how much grease has been trapped over a period of time. Grease will weigh about 7 pounds per gal- lon, and if it is determined that a 35 GPM in- terceptor accumulates about 5 gallons of grease every 4 days it would be easily and correctly assumed that the interceptor must be cleaned no less than once a week. In fact, if the user must comply with a code which limits grease to 100 parts per million, clean- ing would be recommended every 2 or 3 days. Whenicleaning is discussed, it should be understood that cleaning an interceptor should always include the removal of grease from the top of the separation chamber as well as any solids which have accumulated along the bottom. See Figure 10. The actual frequency of cleaning a certi- fied interceptor will vary depending upon a wide variety of factors; the type of food served will determine how much grease will enter the interceptor. An interceptor used for clean- ing utensils or limited to serving trays in a res- taurant where no food is actually prepared is going to accumulate a lot less grease than one used in a full service restaurant where all of the food preparation equipment and utensils as well as dishes are washed. An- other factor affecting the cleaning cycle will be whether a food grinder is discharged into the interceptor, and whether the food spe- cialty is high in FOG. The allowable grease content in the waste nterceptors water will also determine the frequency of cleaning. It should be noted that all PDI cer- tified interceptors will separate efficiently enough to meet any grease limits (which may range from 50 parts per million up to as much as 600 parts per million depending upon the jurisdiction). They may require cleaning when as little as 25% of their rated capacity has been reached depending upon the limits es- tablished by the administrative authority. This statement is based on an analysis by PDI of accumulated test data. That data was col- lected at full rated flows, and does vary from product to product. The cleaning cycle on large capacity in- terceptors is less easily determined. Anec- dotal evidence gathered from a variety of sources and communities indicates that their size is often interpreted as meaning less fre- quent cleaning is required, and to a degree this may be true. From information gathered from a variety of sources however, the con- sensus appears to indicate the cleaning fre- quency for large interceptors is in the range of 2 to 4 weeks. This amount of time is the maximum allowable for large interceptors to still meet the discharge limits on FOG. Due to the nature of the large interceptors, the user is not likely to be the cleaner, and in some cases may actually be prohibited from cleaning the interceptor. Usually cleaning will be done by a renderer, a septic tank service, or a company which specializes in grease interceptor cleaning. The annual cost of regu- lar cleaning is likely to average between $2,800 and $4,000 depending again upon the discharge limits and the local market costs. (January, 1998 average cost) Regardless of what the cleaning cycle is determined to be, it has been shown by ac- tual field experience that one of the biggest obstacles to regular maintenance has been the odors usually associated with intercep- tors. The easiest way to eliminate that prob- lem is frequent cleaning. If cleaning the grease interceptor becomes a part of the daily routine it usually will only require about 15 minutes and there will be limited or no objectionable odors. It has been determined that when food grinders are part of the waste system, and a properly sized solids interceptor, cleaned daily, is located ahead of the grease inter- ceptor, the odors normally associated with the grease interceptor are not present be- cause the food particles which decay and cause odors never reach the interceptor. Use of the solids interceptor improves the grease quality to extent that the recovered grease may be disposed of with the golden fryer grease which is usually purchased by the local renderer. Now instead of paying for disposal, the restaurant may be compen- sated for the grease, since t can be recycled into a variety of products. When regular maintenance is not per- formed the obvious result is a grease inter- ceptor which becomes unable to separate the FOG due to overloading, thus passing these materials downstream. Unless it is equipped with an electronic, sensor controlled, positive inlet closure valve to prevent such over - loading no grease interceptor will otherwise automatically shut itself down to prevent over- load discharge. Apart from violating codes or ruining the on -site wastewater treatment sys- tem, sewer blockages and the associated health risks are likely. Some FOG generators would rather do almost anything but clean a grease interceptor. FOG generators have several options, some of which are accept- able alternatives, and some of which are possibly legal, but nevertheless unaccept- able. One alternative is to engage the services of a company which specializes in cleaning Guide To Grease Interceptors 9 • interceptors. This is not an inexpensive ap- proach, and in the case of large interceptors is required. If the service is performed as of- ten as necessary, it insures the interceptor will function as intended. 10 Guide To Grease Interceptors P7- rrn trn- L _Prima-Grease Interceptor Comparison Chart Model .' Capacity (lbs) , . Gallons Per Minute (GPM) Inlet (in) Outlet (in) Length (in) Depth in Height (in; GI-S S 4 2.00 2.00 14 3/16 10 1/2 11 3116 GI-14 14 7 2.00 2.00 16 3/16 13 1/3 12 1/4 GI-20 20 10 2 3/8 2 3/8 20 116 14 1/2 12 1/8 GI-30 30 15 • 9 15/16 7 15/16 20½ 16 13 3/4 GI-40 40 20 3 1/2 3 1/2 22 1/2 16 15 GI-50 50 95 3½ 3½ 24½ 17½ 16½ GI-70 70 35 3½ 3½ 28½ 18 191/4 • GI-100 100 50 4½ 4 1/2 30½ 221/4 21 1/2 REGEIVED CITY OF TUKWILA SEP 0 6 2012 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 1 2012 City of Tukwila BUILDING DIVISION CORRECTS 12- I 09 © HV Engineering, Inc. OCommitted to your project FILM r Job Name 134+1a Job # 91--066 Subject Attu-ix. I ryfu' c Ph ‘2.)/1. fit) a 1. Date (1/15/11.0 Sheet ✓_ 1 of /i' • ?v - Cam. k-- - -e e tit to,o,-f six_ /D' = 02 3 / rilwx s,3 k i1,V4S • Y , 76- :1I 4-`k- /1P11hL4?e S;• r PMVrctiz-- la / /.vt,S pri mc1/4- 61.j t l e- - 2 v `r Ca :.c j y 1D U901 W' 1 D (fwt f/bu) ,� e 4� 1 \� REVIEWED FOR CODE COMPLIANCE APPROVED SEP 21 2012 City of Tukwila BUILDING DIVISION 7100 Linden Ave. N., Ste. 1 RECENEC CITY OF TUKIMI'" SEP 062012 PERMIT CENTER CORRECJl4N LTR# Seattle, WA 98103 P 206.706.9669 F 206.706.1830 101 www.hvengineering.biz • Department of Community Development Larry Griffin 10105 Rainier Ave S Seattle, WA- 98178 RE: Correction Letter #2 Plumbing /Gas Piping Permit Application Number PG12 -109 Barako —14816 Tukwila International Bl Dear Mr. Griffin, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. The Planning and Public Works Department have no comments at this time. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, enc File: PGI2 -109 W:\Permit Center \Correction Letters\2012\PG12 -109 Correction Letter #2.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo #2 Date: August 17, 2012 Project Name: Barako Permit # PG12 -109 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. Please review item #2 of my review memo dated June 20, 2012. I requested the manufacturer's specification sheets and model number of the grease interceptor that you are going to install. I also requested that you provide sizing calculations based on the fixtures connected to it. You provided a generic installation guide, not relative to a specific model and manufacturer, and you did not provide sizing calculations. Please provide this specific information as requested. Sizing requirements for hydromechanical grease interceptors can be found in section 1014.2 of the Uniform Plumbing Code 2009. Should there be questions concerning the above information please contact the Building Division at 206- 431 -3670. June 20, 2012 • city of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Larry Griffin 10105 Rainier Ave S Seattle, WA 98178 RE: Correction Letter #1 Plumbing /Gas Piping Permit Application Number PG12 -109 Barako —14816 Tukwila International Bl Dear Mr. Griffin, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. The Planning and Public Works Department have no comments at this time. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, <-1).„,<Le 974._ Bill Rambo Permit Technician encl File: PG12 -109 W: \Pennit Center \Correction Letters \2012 \PG 12 -109 Correction Letter # 1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: June 20, 2012 Project Name: Barako Permit # PG12 -109 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. You did not address items 1 and 2 on the Determination of Completeness Memo dated May 31, 2012. Provide a floor plan that shows the current configuration. Our records show the last construction project was done under permit # D11 -015. You will need to show the proposed coffee area on this floor plan in the area at the rear of the space currently designated as storage. Change the designation of the altered area from storage to employee coffee room, lunch room or something similar. State on plan that there will be no sale of food or beverages. Clearly define the size of the space proposed for this purpose. 2. If you are going to install a grease interceptor, you will need to provide the manufacturer's specification sheets and model number. You will also need to provide sizing calculations based on the fixtures connected to it. 3. Please note that the triple sink is not connected to the sanitary sewer thru an indirect waste so it cannot be used for food preparation. Please add a note to the plan stating this. Should there be questions concerning the above information please contact the Building Division at 206- 431 -3670. City of Tukwila 1908 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director May 31,2012 Larry Griffin 10105 Rainier Ave S Seattle, WA 98178 RE: Letter of Incomplete Application # 1 Plumbing /Gas Piping Permit Application PG12 -109 Barako —14816 Tukwila International BI Dear Mr. Griffin, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on May 29, 2012 is determined to be incomplete. Before your application can continue the plan review process, the attached /following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Submittal Sheet must accompany every resubmittal. I have enclosed one for your convenience. 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 the Permit Center at (206) 431 -3670. Sincerely, fer Marshall ermtit Technician Enclosures File: PG12 -109 W:\Permit Center \incomplete Letters\2012 \PG 12 -109 Incomplete Ltr # 1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: May 31, 2012 Project Name: Barako Permit #: PG12 -109 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Show specifically on the large plan sheet where the plumbing fixtures are located. Ensure that the provided floor plan is up to date with current conditions on site. Provide building information i.e. existing building use and type of construction. Identify each space. 2. Specify what the previous use of this space is and what the intended use of the space shall be. Specify what the plumbing fixtures are intended for. Change of use shall require a building permit. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • • Stacy MacGregor From: Agasid, Diane <Diane.Agasid @kingcounty.gov> Sent: Thursday, June 14, 2012 4:10 PM To: Stacy MacGregor Subject: RE: Question about a Tukwila Business Hi Stacy, Fire Corr Thanks for reaching out. I met with Mr. Abdullah Alu and he submitted plans on May 17, 2012. I have not had a chance to conduct the official plan review. I was trying to get a better understanding of his business proposal. He told me the following: 1. The coffee area is for the employees only as well as tenants that are renting space in the offices within the building. He wanted to provide coffee onsite instead of having them drive elsewhere for coffee. 2. The coffee drinks are free and a fee will not be charged for the beverage. 3. The coffee area is self - service. I wrote down that if he plans to 'sell' coffee or other foods and beverages in the future, then a King County Health Department permit is required. Mr. Alu initially contacted me because he was told that his must obtain Health Department approval for the sinks and equipment that he is proposing to install: 1. Espresso machine 2. Handsink 3. Grease interceptor 4. 3- compartment sink A Health Department plan review and permit is not required for an employee break room per se. However, since he is being required to obtain Health Department approval, a formal plan review is required to obtain an approval letter. Does the City of Tukwila still require an official approval letter and stamped plans for an employee coffee room in order to obtain a plumbing permit and other building department permits /approvals? Let me know if there's anything else I can do to assist. If a Health Department approval is not required for the City of Tukwila, I can refund his plan review fees. Regards, Diane From: Stacy MacGregor [ mailto :Stacy.MacGregor @TukwilaWA.govi Sent: Wednesday, June 13, 2012 1:30 PM To: Agasid, Diane Subject: Question about a Tukwila Business HI Diane, I am a land use planner for the City of Tuktwila. I am reviewing a plumbing permit and I believe the applicant intends to do more than the use on his permit indicates. I also believe he has applied for a health department permit so I was hoping you could help me. The application I have is for Barako at 14816 Tukrwila International Boulevard. The applicant's name is Abdullah Alu. He states that he is creating a coffee area for his employees (4 people) but his 1 • • application is for a 3 compartment sink, grease trap and his permit has info about hot dogs and coffee bar crossed out. Due to parking issues, I don't thinks I can approve a coffee shop at this location but from the info I have on his application, I can't deny a coffee area for employees. I hate to approve something and then shut it down as a code violation after he puts time and money into it. If you have any public records indicating the proposed use at this location I would appreciate it. The application is recent so an hing from the distant past is not relevant. Regards, 9 0 3 J 1 1 Stacy MacGregor Assistant Planner I City of Tukwila 6300 Southcenter Blvd I Tukwila, WA 98188 Tuesday, Wednesday, Thursday 8:30 -3 ph: (206) 433 -7166 1 fx: (206) 431 -3665 Please note may new email address and the City's new websites stacy.macgregor@TuhwilaWA.gov 1 www.TuktwilaWA.gov 2 • • PLANNING DIVISION COMMENTS DATE: June 19, 2012 RE: Barako Plumbing Permit ADDRESS: 14816 Tukwila International Blvd Fire Corr Please review the following comments listed below. If you have any questions, Stacy MacGregor is the planner assigned to the file and can be reached at 206- 433 -7166. Note to applicant and for file: The plans indicate that this area is for employee coffee use. The plans state "NO coffee room or use is allowed." 1. There is not enough parking at this site to allow coffee service beyond serving employees. To provide coffee service to customers or outside of employees would be in violation of use for this site. This permit is approved by planning for an employee -only coffee service. 2. It does not appear that there is a business license for any use at this site. A business license must be obtained prior to starting any business in Tukwila. PERMIT COORD COP • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG12 -109 DATE: 09/06/12 PROJECT NAME: BARAKO SITE ADDRESS: 14816 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENT 061/9. I ti B II ng Division Public Works ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 09/11/12 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/09/12 Approved n Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center; Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑. Staff Initials: Egitif GO COPY. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG12 -109 DATE: 08 -10 -12 PROJECT NAME: BARAKO SITE ADDRESS: 14816 TUKWILA INTERNATIONAL BL Original Plan Submittal X Response to Correction Letter # .1 Response to Incomplete Letter # Revision # After Permit Issued DEPAR ME TS M /II ing (vision Public Works ❑ Fire Prevention Structural n sm Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 08-14 -12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 4-1 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 09-11 -12 Not Approved (attach comments) Permit Center! Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ( Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PEwl GOOtil COP) PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG12 -109 DATE: 06 -05 -12 PROJECT NAME: BARAKO SITE ADDRESS: 14816 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPA TMEN S: liu din visionri u W Fire Prevention Structural Stmt 191 tanning '5ivision n Permit Coordinator (0-60- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 06-07 -12 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -05-12 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ki- Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1'—)--01 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: ■)4 Documents /routing slip.doc 2 -28 -02 • PEW VUOR41 . ' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG12 -109 DATE: 05 -29 -12 PROJECT NAME: BARAKO SITE ADDRESS: 14816 TUKWILA INTERNATIONAL BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPAR MENT atl�•�I (� uil ing Division ER Public Works Fire Prevention Structural Planning Division IF n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 05-31 -12 Not Applicable n Permit Center Use Only I INCOMPLETE LETTER MAILED: G2 l LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: N� TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06-28-12 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL' Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: PG 12-109 ❑ Response to Incomplete Letter # • Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Barako Project Address: 14816 Tukwila International B1 Likeit 612(F- I Phone Number: U* �� 7 l Z_ � t Summary of Revision: E CA -E. Nl i"ip C - -S EE: Fob Mt/4l s _C (2 50_7 A-7114#\464-f- 14 V (&No (C' .- i- 5— (Z Contact Person: r'irvit.ertniveziA SEP 0 6 2012 PERitlir cENTEii Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: XEntered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 1 • • 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: / /winw.ci.tukwila.it'u.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: - 6 12— Plan Check/Permit Number: PG 12-109 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Barako errAMED AUG 10 2012, °ERA,,MT npwr.t.G Project Address: 14816 Tukwila International B1 Contact Person: ---F G rg. Phone Number: TO 7`16-2 - Summary of Revision: 'FFSMAND C LC t.CM5 V AND -'C j 5 -31- IZ_ AND ea zc t Z Ste. RE c E_ IIT&RCEP 174,\ P Sheet Number(s): "Cloud" or highlight ul! areas of revision including date of revision Received at the City of Tukwila Permit Center by: L. Entered in Permits Plus on 006I /)-- \applications \forms- applications on line \revision submittal Created: 8-13-2004 Revised: City itf 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 C OF Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6,1 5 I , 2 Plan Check/Permit Number: ip (i (z -( 09 Response to Incomplete Letter # / ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: 1 e Mo Contact Person: 0 6 - 21 . Summary of Revision: RECEIVED JUN 0.5.2012 PEl01T CENTER Phone Number: 9 EzN, 15p0r�s� Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: G� Entered in Permits Plus o H:\ApplicationsWorms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 tg1 King County Department of Natural Resources and Parks Wastewater Treatment Division fo?--- Non- Residential 1, 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 t4-' L 1-i,aL 0 - -CMFiAL LSD Property Street Address ur Wqt City State ZIP Owner's Name Subdivision Name Subdiv. # Building Name g (1410. f h (if applicable) 941 C bzic G ) 9 0 > 7 - 3 ' 2 Owner's Phone Number (with Area Code) ) Property Contact Phone Number (with Area Code) Owner's Mailing Address �/ZS`• �� ms'srw 4 s .. Lot # Block # e_tv G vl ! jnJ For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # Party to be Billed (if different from owner) 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? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No 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 II "li Sink, Clinic flushing 8 8 Sink, kitchen 3 2 >I Sink, other (service) 3 1.5 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 r Total F'xture Units I b Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 t2:5 RCE 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 4 RCE RCE RECEIVED =VW TUKF, .A MAY 2 9 20121 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 coect- • • .ta for determination of a revised capacity charge. Date 47 010— Signature of. Owner /Representative' Print Name of Owner /Represents i Contractors or Tradespeople Per Friendly Page • General /Specialty Contractor A business registered as a construction contractor with Lai 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 ALL CITY CONSTRUCTION LLC UBI No. 603092787 Phone 2067722881 Status Active Address 10105 Rainier Ave S License No. ALLCICC893DZ Suite /Apt. License Type Construction Contractor City Seattle Effective Date 3/9/2011 State WA Expiration Date 3/9/2013 Zip 98178 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date JACKSON, LISA Partner /Member 03/08/2011 Amount Bond Information No records found for the previous 6 year period Assignment of Savings Information Page 1 of 1 Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 2 3/4/2011 Until Released Bond $12,000.00 3/9/2011 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 Underwriters at Lloyds PFK045607 -1 03/08/2012 03/08/2013 $1 ,000,000.00 03 /09/2012 1 Underwriters at Lloyds OUS002002846 03/08/2011 03/08/2012 $1,000,000.0003 /09/2011 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 No records found for the previous 6 year period https: // fortress .wa.gov /lni/bbip/Print.aspx 09/26/2012 (z) S. 148TH STREET N 87d 53' 09" W 275.42' EY /Sr 78469 C EXIST STRIPED PARKING SPACE, TYP. \\\\\\\\\ EXIST. BLDG. (NO CHANGE) 1 AREA OF REMODEL 1084 S.F. T2'.0„40. I\ 1 /. 1 EXIST DUJNIPSTER 1 EXIST. OPEN 1 ARKING NORTH ci (LOT 8) S88d06'24'E 116.27' . 1 SITE PLAN 1" = 20' (SCALE) legMESEENIXEMWMESPIMINIMMENNE (LOT 9) 4 REVISIONS No changes shall be made t of work without prior appro Tukwila Building Division. 1 tklOTE Revisions will require a new plan s and may include additional plan review fe (LOT 10) S 87d 57' 33" E 257.2' SEPARATE PERMIT REQUIRED FOR: ttMlosi Et Electrical ❑ Piumbina Chas Piping City of Tukwila BUR DING DIVISION PARKING REQUIREMENTS: REQUIRED PARKING STALLS: 4 (ONE STALL PER OFFICE) ACCESSIBLE PARKING STALLS: NOT REQUIRED PER CONVERSATION WITH STACY MACGREGOR, ASSISTANT PLANNER, CITY OF TUKWILA, JANUARY 11, 2010. PARCEL INFORMATION PROJECT ADDRESS: COUNTY ASSESSOR PARCEL NUMBERS: LOT AREA: 14816 TUKWILA INTERNATIONAL BLVD. #100 TUKWILA, WA. 98168 004100014/ 0041000142 0041000143 99763.7 S.F. LEGAL DESCRIPTION: ADAMS HOME TRS 1ST ADD POR OF LOTS 8,9, & 10 BEG NE CORNER OF LOT 10 TH S 01 -05 -55 W 129.75FFTO POB TH N 88 -51 -15 W -47.45 FT TH N 70 -39 -43 W 111 FT TH N 76 -59 -24 W 54.19 FT TH S 20 -06 -26 W 99151 FT TH S 76 -24 -25 E 56.39 FT TH S 70 -35 -04 E 73.84 FT TH S 87 -57 -33 E 21318 FT TO EAST LIN OF LOT 10 TH N 01 -05 -55 E 86.94 FT TO POB LESS ST HWY -- AKA LOT s OF CITY OF TUKWILA BOUNDARY LINE ADJ NO 90 -4 BLA RECORDING NO 9009190344 ZONING CODE ZONING: HEIGHT RESTRICTIONS: BUILDING CODE TYPE (FIRE CODE): M EXIST. OCCUPANCY: PROPOSED OCCUPANCY FOR REMODELED AREA: C -- REGIONAL COMMERCIAL NO CHANGE TO BLDG. HEIGHT TYPE III B PROJECT TEAM: OWNER: 8 -OFFlCE ABDIKARIM HASSAN 14816 TUKWILA INTERNATIONAL BLVD. # 100 TUKWILA, WA. 98168 ARCHITECT ERIC DENNY DESIGN, LLC 3726 MERIDIAN AVE. N. SEATTLE, WA. 98103 CONTACT: ERIC DENNY PH. 206- 679 - 8025 KEVYN CHILDS CK RAMAL CONSTRUCTION MOBILE: 708 -0473 ckramal @yahoo.com GENERAL CONTRACTOR: jRTH REVIEWED FOR COMPLIANCE CODE SEP 21 2012 City of T BUILDING 40TH PLACE S. ila ISION S. 152ND ST. MIND eric Benny design,llc 3726 Meridian Ave. N. Seattle, Wa. 98103 p: (206) -679 -8025 f: (206)- 632 -3886 eadenny @comcast.net S. 148TH ST. VICINITY MAP Filic6?or P! eview approval is subject to errors and omissi6ns. Approva TABLE OF CONTENTS: Permit No Plan C I of construction documents does not tbLl`8 fM G 8972 f GISIIERED Inc ioldiion of any adopted code or ordinance.. Rt ivo o S'$Citr o.wRied 0d: roved Fiet� of ai�P y A.1 COVER SHEET & SITE PLAN A2 FLOOR PLANS -- EXIST/DEMO A.3 FLOOR PLANS —PROPOSED PROJECT DE By Date: City Of i kwital BUILDING DIVISION CEIVED MAY 29 2012 PERMIT CENTER INTERIOR REMOD OF EXISTING SPACE ONLY TO CREATE i� v■\ o te 4 S , v+ O ( vat- 'o C %I DRAWING NOTES: ct,. rooms �. u i s 4Zto or 1 DO NOT SCALED WINGS 2. DRAWINGS ARE BA D ON THE FOLLOWING`: A. LIMITED MEASUREM MST SPACE B. EXISTING PROPERTY SURVEY P' IVIDEO BY CL C. EXISTNG PROJECT DRAWINGS PROVIDED BY CLIENT D. EXISTING BUILDING MEASUREMENTS BY CONTRACTOR p�« 09 R JAN PERINT SITE DATE 6 -22 -09 RE N/\1-14-1O SHEET TITLE COVER SHEET SITE PLAN PROJECT 14816 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98168. PROJECT N0. 1 160 SHEET NO. A.1 OF 3 ®� ®� ®®� ®� a 1 a ®� ®� l awe® o�aro��oa��o�oo�a�aas® ��` a��®` �o® �®`®® �wooa" a�o��" aw�aa" aw` �a�aawoat®" �a�o` aso® �soa�` ���® a���a����������a `a���a "w��a���w�e�a� 14I kSS S%kAA4 OS1 \\ \\ \ 14! ksk \�a \ 0 kAN. e � N \ C \ sII \ e \ \ \ A \ EXIST. WASTE \ A PIPE \ \ & CLEANOUT \\ \\ ksk kssl tssis 000000000000000000000eo , ,. .._ . ; ` , ��ooa00000000®ooa00000woa ■oo�o Sao® ���aa�a��® �wo�` �0��e`® s`® "`w ®�ov ®`s`awo���a�®ao������"�� �a��rsw`®���w�r���e aaw����w�e` ���` o® ��ao `a��a����a���w®®.00•kwtoswelex ��o■ NZO. �WWM•0110Ws o0000000i\ 4e∎xx������®®®®�����a��tel kis∎zkk® \® ® �a®® 1���®® ��® ��®: ��® a�®®® ��a�� ®o� ®��® ® \ ®����e������®®�� ®\ o�-��x��® ®tea ® ®®k®�®�®4; wx \m∎-∎s-�� ®��axx®��� � �� \ � \\ \ kN smxmwsmsm■xm `off s ®� � � � � � � � � � � � � � ®®� ®� � ®®� ®� � � � � � � � � � ■� ■®� ■ � ®� ®� o � � ®� ® ®®� ®� � a � � � ®� ®� � a � � � � � � � � w � � �� � � ■ � � ■ � EXIS ssss ss ss te ss sss ss es PARTITION EXIST PARTFi'ION SSS wsi EXIST. 4" PIPE EXIST. STEEL ; WALL COLUMN, BEAM ABOVE sss 1. ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE CURRENT EDITIONS. OF THE INTERNATIONAL BUILDING CODE, WASHINGTON STATE ENERGY CODE, WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, UNIFORM PLUMBING CODE, NATIONAL ELECTRIC CODE AND WASHINGTON. STATE DEPARTMENT OF LABOR AND INDUSTRIES REGULATIONS AS WELL AS CITY OF KIRKLAND MUNICIPAL CODE. 2.. GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL EXISTING AND NEW UTILITIES AND SITE CONDITIONS BEFORE AND DURING CONSTRUCTION. INFORM ARCHITECT OF VARIATIONS BETWEEN CONTRACT DOCUMENTS AND EXISTING CONDITIONS. 3. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. VERIFY ALL DIMENSIONS ON THE JOB. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY AND ALL DISCREPANCIES. DRAWING SCALES ARE INDICATED TO PROVIDE PROPORTION AND SHOULD BE VERIFIED WITH SIMILAR DRAWINGS AND LISTED DIMENSIONS. 4. FOR NEW CONSTUCTION DIMENSIONS ARE TO FACE OF FOUNDATION WALLS AND FACE OF ROUGH FRAMING, UNLESS NOTED OTHERWISE. FOR REMODEL WORK DIMENSIONS. FROM EXISTING BUILDING ELEMENTS ARE TAKEN FROM FINISHED FACE OF WALLS, FLOORS, CEILINGS, ETC. 3726 Meridian Ave. N. Seattle, Wa. 98103 p: (206) -679 -8025 f: (206) -632 -3886 eadenny @comcast.net 5. FLOOR -TO -FLOOR DIMENSIONS ARE TO TOP OF SUB FLOOR AND TOP PLATES, UNLESS NOTED OTHERWISE. 6. PROVIDE BLOCKING BEHIND ALL WALL MOUNTED ACCESSORIES AND MILLWORK AND AS REQUIRED BY APPLICABLE MANUFACTURER RECOMMENDATIONS, AND AS APPROVED BY ARCHITECT DURING SUBMITTAL PROCESS. 7. DRAWINGS AND SPECIFICATIONS: DETAILS COVER FURNISHING AND INSTALLATION OF ALL MATERIALS AND WORK AS CALLED FOR ON DRAWINGS AND /OR SPECIFICATIONS ARE PART OF THIS CONTRACT. IT SHALL BE THE RESPONISIBILITY OF EACH CONTRACTOR TO CHECK WITH ARCHITECTURAL AND ALL OTHER CONTRACT DRAWINGS BEFORE INSTALLATION OF WORK. ANY DISCREPANCY BETWEEN DRAWINGS SHALL BE BROUGHT TO ARCHITECT'S ATTENTION BY NOTIFICATION FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO OWNER ENGINEER OR ARCHITECT. 9. CONTRACTOR TO SCHEDULE AND RECEIVE APPROVAL FROM GOVERNING JURISDICTION FOR ALL UTILITY INTERRUPTIONS A MINIMUM OF ONE WEEK (7 DAYS) IN ADVANCE OF NEEDED DATE. INFORM OWNER OF ANY UTILITY INTERRUPTIONS. 10. EACH INSTALLER SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION WITH OTHER INSTALLERS TO SECURE COMPLIANCE OF DRAWING AND SPECIFICATIONS CONCERNING ACCURATE `LOCATION OF STRUCTURAL MEMBERS AND OPENINGS FOR MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT. 11. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT AS WELL AS SHOP DRAWINGS AS APPROVED BY ARCHITECT OR ENGINEER BEFORE PROCEEDING WITH WORK. 12. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL EQUIPMENT PADS AND BASES AS WELL AS POWER AND WATER. OR DRAIN INSTALLATION BEFORE PROCEEDING WITH WORK. 13. PRIOR APPROVAL IS REQUIRED ON ALL CHANGES OR ALTERATIONS TO APPROVED PLANS. 14 CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES, UNLESS NOTED OTHERWISE IN PLANS AND SPECIFICATIONS. 15. ALL DEBRIS SHALL BE REMOVED FROM PREMISIS AND AREAS SHALL BE LEFT IN BROOM CLEAN CONDITION AT ALL TIMES. 16. FIRE EXTINGUISHERS: VERIFY REQUIREMENTS AND LOCATIONS WITH FIRE MARSHALL. G CONTRACTOR TORT C ST TO SUPPLY FIRE L-XTINGUISHERS AND. CABINETS AS REQUIRED Q RED A ND0 BASIN / INDICATED ON DRAWINGS. 17. CONTRACTOR SHALL KEEP ALL ADJACENT CITY STREETS AND SITE PROPERTY RTY CLEAN AT ALL TIMES, City of Tukwila BUILDING DIVISION lGJR$D J ECT 1. 8 ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S LATEST RECOMMENDATIONS OR WRITTEN DIRECTIONS. 19. ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL. CORNERS AND. WALL INTERSECTIONS. 20. CONTRACTOR SHALL VERIFY ALL DOOR AND WINDOW ROUGH - OPENING DIMENSIONS WITH DOOR AND WINDOW MANUFACTURERS 21. PLANS AND SPECIFICATIONS ARE MINIMUMS AND WHERE DETAILS ARE NOT SPECIFICALLY SHOWN, CONSISTENT PRACTICES SHALL BE USED. CODES AND ORDINANCES TAKE PRECEDENCE OVER PLANS AND SPECIFICATIONS AND WHEREVER INCONSISTENCIES EXIST, IT WILL BE CONTRACTORS RESPONSIBILITY TO IMMEDIATELY NOTIFY OWNER AND PROVIDE ACCEPTABLE CORRECTIONS AT NO ADDITIONAL CHARGE. 22. USE 1/2 INCH GWB IN ALL LOCATIONS UNLESS NOTED OTHERWISE 23. CONTRACTOR SHALL PROVIDE MECHANICAL, PLUMBING AND ELECTRICAL . PERMITS INCLUDING STATE LABOR AND INDUSTRIES PERMIT FOR ELECTRICAL. 14816 TUKWILA INTERNATIONAL BLVD TU KWI LA, WA. 98168 PROJECT NO. PROPOSED CONSTRUCTION \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \\ �wwwwwwwwwwwwwwww.. wwwwwwwaawwwwwwwwwwwaowowwwwwwwwwawwwwwwaaaaawwwwwwwwwwawaaowwwwwwwwwwwwwwwwwwww�. ww�wwwwwwwwwaawwwwwwwwwawwwwoawawwwwwwwwwwwwwwwwwwwwwwwwwwwwwwawwwwwwwwawwwwwwaaaaaaaaawawwwawwwwwwwwwwwwwwwwwwwwwaa��������������������� PROJECT: T.I.OFFICE COFFEE STATION /ADDTN. PROPOSAL 14816 TUKWILA / INTNL BLVD. #100 TUKWILA,, WA98168 —; COFFEE ROOM NOTES: 1 . Coffee for Employees only 2 . See Floor Plan / Proposed Coffee Station 3 . Verify use of Grease Interceptor Re: 3-comp sink. C 4 . TOTAL SQ.FT: = 96 5 ?t oR New .cil COF ITEM # #1 ESPRESSO #2 U.C. REFER #3 DJ. HAND SINK SS #4 U.C.GREASE INTERCEPTOR #5 D.I. 3-COMP SINK #6 WIRE RACK SS #7 LAMINATE COUNTER #8 CELLINI /110V G.E. ES/110V ELKAY 10X14 P.D.I. J G20 FIBERFORM 40X20 SS SHELVES 5'X5' FORMICA 24 CGS . NO WM cokka EXIST SPACE - NOT A PART OF THIS PROJECT FINISH SCHEDULE 1 . WALLS: ENAMEL PAINT 2 . CEILING: ENAMEL PAINT`_ 3 . FLOORING: 12X12 VCT VENDORS / SUPPLIER COFFEE SAM'S CLUB (ALL ITEM'S). RENTON, WA 98178 DISPOSAL CUPS DAIRY CREAM SYRUP SODA CAN BEVERAGE TOWEL / SOAP F -- \\ \ \ \ \ \� \ \ \ \ \ \ \� \ \ \. \�.\ \NWT- \ \ \ \ \�, � � \ \.N` \ \\ \ \ \ \ \\\ \\ \NNN NNNXX1 1 HOUR FIRE PROTECTION AT PARTY WALL; TYP. UTILITY OFFICE (116 SF.)` 1 PARKING STALL HALLWAY (E)0ST) STORAGE (EXIST) STORAGE (93 S.F.) p STORAGE ` �waw�lt �a- �wwun www�araa�aaawawv�wwwrwwaaoaw�a� . �w` w�► �aawwwwa�wra�► v�► �. ��aaaan aawwsw�wwaara�. ww.` ww�.�awwrra�aa�a.��www�aaa�.aaa wawwwwwwwwawawwawwwwAM. waw.awaa%aaaaa..` wwwwwa wwwww`vwwwwwaawwwwwaaaw.wawwwwa GENERAL NOTES (CONT.): 24. FLAMMABLE LIQUIDS AT JOB SITE SHALL NOT BE STORED IN BUILDING AND SHALL BE STORED, DISPENSED AND USED IN ACCORCADANCE WITH REQUIREMENTS OF LOCAL FIRE OFFICIAL AND IBC. 25. PORTABLE FIRE EXTING --ISHERS SHALL BE PROVIDED THROUGHOUT CONSTRUCTION AREA WITH MAX. TRAVEL DISTANCE OF 75 FEET AND MEET STANDARDS SPECIFIED FOR`NEW EXTINGUISHERS. 26. OPENINGS FOR ELECTRICAL DEVICES IN FIRE RESISTIVE WALL CONSTRUCION SHALL CONFORM TO REQUIREMENTS OF IBC. 27. SEALING CAULKING AND WEATHER - STRIPPING SHALL BE INSTALLED TO PROVIDE A COMPLETE BUILDING ENVELOPE. 28. ALL PENETRATIONS OF FIRE RESISTIVE FLOORS OR WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UNDERWRITERS LABORATORIES' LISTINGS AND IBC FOR THROUGH PENETRATION FIRE STOP SYSTEM. 29. PROVIDE SOLID BLOCKING BEHIND ALL WALL HUNG FIXTURES, CABINETS, AND ACCESSORIES. BUILDING DEPARTMENT NOTES: - OPENINGS SHALL BE CAULKED, SEALED, OR WEATHERSTpIPPED, - SEAL TEARS AND JOINTS IN INSULATION WITH TAPE. - MOISTURE CONTROL TO BE PROVIDED PER WASHINGTON STATE ENERGY CODE. - SERVICE WATER PIPES IN UNHEATED SPACES SHALT. BE INSULATED PER WASHINGTON STATE ENERGY CODE. - PROVIDE FIRE BLOCKING, DRAFTSTOPS AND FIRESTOPS PER THE IBC. - ALL NAILING PER IBC. - PROVIDE SMOKE DETECTORS PER THE IBC. - PROVIDE APPROVED SECURITY AND LOCKING DEVICES AT NEW DOORS AND WINDOWS PER IBC. ELECTRICAL OUTLETS AND SWITCHES PER CODE. LOCATIONS TO BE VERIFIED WITH OWNER. GRAB BAR, TYP. 8 ct Ve tca( ' ✓rs6 Io'r' utivrcA aS GI( 12" jnax. 1 1 7 "max: 7" mina A SIDE WALL GRAB BAR AT WATER CLOSETS (PER A.D.A. CODE) REAR WALL GRAB BAR AT WATER CLOSETS (PER A.D.A. CODE) TOTAL PROPOSED OCCUPANT LOAD = 5 OCCUPANTS 1 OCCUPANT PER 100 S.F. PROPOSED FLOOR PLAN 1/4" = EXISTING CONSTRUCTION = PROPOSED CONSTRUCTION F2ECEI4ED aus LO 2012 PERMIT CENTER ' -0" (SCALE), TYP. CORRECTION LTR# Ieric denny tlesign,llc 3726 Meridian Ave. N. Seattle, Wa. 98103 p: (206)- 679 -8025 f: (206)- 632 -3886 eadenny @comcasf.net e. DATE 6 -22 -09 REVISION DATE 1 -14 -10 SHEET TITLE PROPOSED FLOOR PLAN PROJECT HASSAN 14816 TUKWILA INTERNATIONAL BLVD. #100 TUKWILA, WA. 98168 PROJECT NO. 1160 SHEET NO. OF 3 • Navy cs)mP et-:-.)!tspfc 1 1 arrri 5' vigg ,i(tmooma4mbi...ftimasal I t 1 i„,(1-4 3Yrg. fiN19 �rNK REVIEWED FOR CODE PR CE OVED AP SEP 21 2012 City of Tukwila BUILDING DIVISION 1 1 F'1113•1 .A24.) INCOMPLETE .PGDourt ;MP R JUN 0 7 2011 TUKWI ECEIVED PUBUC. RKS RECEIVED JUN 05 2012 PERMIT CENTER