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Permit PG13-025 - LANANTE - ALTERATION
LANANTE 742 INDUSTRY DR PG1 3-025 Parcel No.: Address: City okukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov 2623049008 772 INDUSTRY DR TUKW Project Name: LANANTE PLUMBING/GAS PIPING PERMIT Permit Number: Issue Date: Permit Expires On: PG 13-025 02/26/2013 08/25/2013 Owner: Name: Address: Contact Person: Name: Address: Email: LEHMAN SHANNA 2235 FARADAY AV, SUITE O , CARLSBAD CA 92008 MARK FRANKLIN PO BOX 7834 , COVINGTON WA 98042 MARK_FRANKLIN@ C OMCAST. NET Contractor: Name: C & H PLUMBING LLC Address: PO BOX 7834 , KENT WA 98042 Contractor License No: CHPLUHP943CC Phone: 206 793-1301 Phone: 206-793-1301 Expiration Date: 02/03/2014 DESCRIPTION OF WORK: ADDING KITCHEN SINK IN ROOM #105. TIE INTO EXISTING WASTE UNDER SHOWER AND RUN NEW 2" WASTE LINE AND 1 1/2 VENT THRU ROOF, WATER LINES WILL COME FROM EXISTING WATER HEATER. Revision #1 AFTER PERMIT WAS ISSUED 1NLUDES ADDING A NEW NEW TOILET AND LAV, NEW PREP SINK, 3 -COMP SINK, FLOOR SINK, FLOOR DRAIN, MOVING EXISTING WATER HEATER AND INSTALLING A GREASE INTERCEPTOR IN RESPONSE TO D13-052 PERMIT CONDITION. Value of Plumbing/Gas Piping: Fees Collected: Electrical Service Provided by: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie $1,500.00 Uniform Plumbing Code Edition: 2009 $287.44 International Fuel Gas Code Edition: 2009 VdS ed this permit and know the same to be true and correct. All provisions of law and ordinances Nether specified herein or not. Date: °C4 IL 13 The granting of this permit does not prefile to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this plumbing/gas piping permit and agree to the conditions on the back of this permit. Signature: Print Name: Date: kA \ \ \\? 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. net nnc 1'f -:-•-J. nI 44 nn4n • r PERMIT CONDITIONS Permit No. PG 13-025 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: ************* PUBLIC WORKS ****************** 14: Grease interceptor shall be installed per manufacturer's specifications. doc: UPC -4/10 PG 13-025 Printed: 04-11-2013 City diTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov Parcel No.: 2623049008 Address: 742 INDUSTRY DR TUKW Project Name: LANANTE PLUMBING/GAS PIPING PERMIT Permit Number: PG13-025 Issue Date: 02/26/2013 Permit Expires On: 08/25/2013 Owner: Name: LEHMAN SHANNA Address: 2235 FARADAY AV, SUITE O , CARLSBAD CA 92008 Contact Person: Name: MARK FRANKLIN Address: PO BOX 7834 , COVINGTON WA 98042 Email: MARK_FRANKLIN@COMCAST.NET Contractor: Name: C & H PLUMBING LLC Address: PO BOX 7834 , KENT WA 98042 Contractor License No: CHPLUHP943CC Phone: 206 793-1301 Phone: 206-793-1301 Expiration Date: 02/03/2014 DESCRIPTION OF WORK: ADDING KITCHEN SINK IN ROOM # 105. TIE INTO EXISTING WASTE UNDER SHOWER .AND RUN NEW 2" WASTE LINE AND 1 1/2 VENT THRU ROOF, WATER LINES WILL COM FROM EXISTING WATER HEATER. Value of Plumbing/Gas Piping: Fees Collected: Electrical Service Provided by: Permit Center Authorized Signature: $1,500.00 Uniform Plumbing Code Edition: 2009 $120.75 International Fuel Gas Code Edition: 2009 iutce,C (J0(4— Date: 2 " % — /3 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this plumbing/gas piping permit and agree to the conditions on the back of this permit. Signature: (71 Print Name: Date 2- zC. t3 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. J�... I1f t A/4f1 DI 4 !10C O...,4.1. f12OC_9M 1 r PERMIT CONDITIONS Permit No. PG 13-025 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. doc: UPC -4/10 PGI 3-025 Printed: 02-26-2013 ri CITY OF TUKWILA Conununity Development Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Project No. Date Application Accepted: Date Application Expires: 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 Address: --“42- w ays D�-ia2 , 7-4 \L,,.,;,e. Tenant Name: King Co Assessor's Tax No.: 2—S 2 3c 4 X 0 0 8 PROPERTY OWNER Name: hlN..,...r-\l---••Nc--.4..,N�vs. Name: r-, City: k.„_.A.- State: v, Zip: st)0 Phone: 7Ai.,,_ X53 130\ Fax: .z5-1.— 4..-V6.-.2Ya3 Address: la i, =N, a.,.-\....1 ' D r i vc.. City: -AAAA, :l State: W ',"... Zip: aS v3 $ CONTACT PERSON person receiving all pmject communication Name: hlN..,...r-\l---••Nc--.4..,N�vs. Address: -2.—it,,,‘", \% c>‘,.... S'F_ City: k.„_.A.- State: v, Zip: st)0 Phone: 7Ai.,,_ X53 130\ Fax: .z5-1.— 4..-V6.-.2Ya3 Email: y n..c,r\t.- Cr�...1(-1.:. 6 cow..t�asst-' _. . 1rVe--4— Suite Number: New Tenant: Floor: Yes ❑ ..No PLUMBING. CONTRACTOR INFORMATION Company Name: 4\ ,,„&;� L\ --L Address: P,O 7$. 54. City: 4.0,1i,„...,c..,,... State:w , Zip:`W.:0-k2 Phone: Fax: 2O L-Zg',- k30\ ze,3- 63i - 3283 Contr Reg No.: Lu Pkv 4\pg4`Exp Date: i ‘ a i %A Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 1 .5013 Scope of Work (please provide detailed information): n }�►c ,ploS. - �c�...,� v. -e 1-� L-ovvw� Zrow. Building Use (per Int'I Building Code). Occupancy (per Int'! Building Code): -�1 Utility Purveyor: Water: 1 \M W t k Sewer: `tAtt k H: Apptiatiaa\Forms-Applications On Line\2011 Appliationss\Plumbing Permit Application Revised 8-9.11.doox Revised: August 2011 bb Page 1of2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks 1 Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) 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 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 PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for 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 I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: %`r\ Print Name: Mailing Address: QAC 46t>+ —155-v.1/4 HAApplicationsWonns-Applications On Lme\2011 Appheations\Plumbmg Permit Appliestion Revised 8.9-11,docx Revised: August 2011 bh Day Telephone: City Date: z-\ 25 \ t zee-lq3- ��b 1. v.Sas� s.ibov State Zip 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.: 2623049008 Address: Suite No: Applicant: LANANTE 772 INDUSTRY DR TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: PG13-025 ISSUED 02/15/2013 02/26/2013 Receipt No.: R13-01291 Initials: gm User ID: 1165 Payment Amount: $166.69 Payment Date: 04/11/2013 12:50 PM Balance: $0.00 Payee: C & H PLUMBING, LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. 3522 166.69 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 PLUMBING - NONRES 000.322.103.00.00 Total: $166.69 20.74 145.95 Printarl• n4_11_2n1l • 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.: 2623049008 Address: 742 INDUSTRY DR TUKW Suite No: Applicant: LANANTE RECEIPT Permit Number: PG 13-025 Status: PENDING Applied Date: 02/15/2013 Issue Date: Receipt No.: R13-00826 Payment Amount: $120.75 Initials: JEM Payment Date: 02/15/2013 10:20 AM User ID: 1165 Balance: $0.00 Payee: C & H PLUMBING, LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3506 120.75 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES PLUMBING - NONRES 000.345.830 24.15 000.322.103.00.00 96.60 Total: $120.75 Printarl• (19 -1R -2f111 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 P613 -o251 Project: l^ A NTE Type Inspection: JU f I J , Address: V ,► 2 —LAO i�s Date Called�� c---1--- -/lel �M f� Special Instructions: Date Wanted _3 —(3 t(m. NIT. Requester: Phone No: --1(1.5' 1 Approved per applicable codes. Corrections required prior to approval. J COMMENTS: f.DrM''1 7_.0,Lt pi -P a Insp� t r: J n REINSPECTION FEE REQUIRE . Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dat4 15 —13 7 INSP CTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 o (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proje/� J�Cct: A n ' L Type of Inspection: r ,,'v C..rla t an.t'vt/� Address: / Date Called: Special Instructions: / Date Wanted:/. / m Requester: Phone No: 2jCO--793-i30I 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: • 1 .O A (or -0 tCi UJ cr r or_ 1 t ()TT_ -01•U l s9e ( AI , — I ti)' L Date: n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be : paid at 6300 Southcenter Blvd.. Suite 100. Call to, schedule reinspection: 4, , x �. 7 r t' `' o Gf Ji�� tYa CORRECTION +0 REVISION Na-' (30-- 0 415 C)‘/\ COpy REVIEWED FOR CODE COMPLIANCE APPROVED APR 10 2013 City of u 'Ia BUILDING VISION kr RECEIVED CITY OF TUKWILA APR 0 8 2013 PERMIT CENTER 34-Ccpc s & CD 7"vtr\-k _ 01 t J'LG4`1D 6i•�1� 1,1 ` F Z\ k' \$ lZ w .7 k -k \s, '- 1S L Crv. sem. 1�i. b3 CPvV v 1s = iti:1Z ,<"\r\ . Z ' L �' E'r � %/NV-. � � .w.� 7 3 Lam •- S � - lL\ car c -:,r,2-6 . REVIEWED FOR CODE COMPLIANCE APPROVED APR 10 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 8 2013 PERMIT CENTER j -k t3 2." li R 11z, i Z carc- - - REVIEWED FOR CODE COMPLIANCE APPROVED APR 10 2013 City of Tukwila BUILDING DIVISION F\ z ( 3 C. o t vT STC RECEIVED CITY OF TUKW�..=� APR 0 8 2013 PERMIT CENTER What Size Grease Interceptor do You Need? RECEIVF MAR 282013 PUBLIC WORK. Page 1 of 2 Login I Catalog Quick Order I Email Signup I Contact Us 1 My Account Send My Free Catalog 9Items $0.00 Search Refrigeration Pizza and Concessions Furniture Food I Shelving Carts I Preparation and Racks Dishwashing I Cooking Sanitation Equipment IDining Room I Sale Items I Clearance Cooking Equipment Dining Room Dishwashing Sanitation Food Preparation Furniture Pizza and Concessions Refrigeration Shelving Carts and Racks More Ways to Shop ► Free Shipping; Products ► Top Rated ► Sate Items ► Clearance ► ENERGY STAN) 4 EASY STEPS TO LEASING iLEARN MORE REVIEWED FOR CODE COMPLIANCE APPROVED APR 10 2013 City NG p jv11S10N BUILD Home Helpful HIntg Helpful Hints Show me more hints about Dishwashing Sanitation What Size Grease Interceptor do You Need? Determine the correct size for your kitchen. Grease interceptors are sized according to the rate of incoming flow, in gallons per ndnuta (GPM). To find which interceptor is right for your needs, use the formulas below to determine the flow rate for each sink You can then use that number to select the interceptor that moat closely fits your requirements. Be sure to also check your local codes for additional requirements. /+ 1. Calculate the capacity of the sink in cubic inches: Zj _(Width) x 1 (Depth) ■ 12 (Height)= 4.53bcu. In. 2. Convert the capacity from cubic inches to gallons per minute (GPM): Sat,. _Cu. In. + 231 = .t GPM 3. Adjust for disptak�mmeM yk.M3 GPMxo.75= `"IIIZGPM 4 Result is the flow rate required to drain the sink 1n one minute' RECEIVED CITY OF TUKWILA . '. MAR 2 7 2013 PERMI T CENTER Note: if drain down time is not critical, an interceptor with a lesser flow nate - up to half the calculated flow rate - maybe specified. String for Multiple Fixtures 1. Determine the flow rate for each fixture to be serviced by the interceptor. 2. Add together 100% of the largest flow rate, 50% of the second largest and 25% of the flow rate for all others. 3. Result is the recommended flow rate of the Interceptor. Note that associated with the incoming flow rate is an interceptor's capacity. The rated aspect*, in pounds. is listed as twice the flow rate, in GPM. For example, a 10 GPM interceptor has a rated capacity of 20 lbs. Grease Interceptor - 8 lb, Capacity by Domront Mfg Model 0:WD4-THD Central Model 0:275-047 3199.00 Each Thermoplastic Grease interceptor 20 Gallons per Minute, 40 Ib. Grease Capacity REVISION by Canplas Mfg Models 3920A025 'GrtMl Moe11E0402 2 Each ,41114 Grease Interceptor - 20 lb, Capacity by Donnont Mfg Model#:WD•10-THD Centrsl Model 1:275•O49 3289.00 Each Thermoplastic Grease Interceptor 50 Gallons per Minute. 100 Ib. Grease Capacity by Canpla9 Mfg Model0:3950403 Centre) Model 0:067-005 $889.00 Each Grease Interceptor • 30 ib. Capacity by Dormant Mfg Model o:Wb-15THD Central Model 0:275450 $319.00 Each Thermoplastic Grease Interceptor 35 Gallons per Minute. 70/b. Grease Capacity by Candles Mfg Model 0:3835403 Central Model8:007-004 Grease Interceptor - 14 !b, Capacity by Dormant Mfg Modelo:WD•7•THD Central Model ft:275-048 3235.00 Each Thermoplastic Grease interceptor 25 Gallons per Minute. 50 Ib. Grease Capacity by Canpias Mfg Model 0:3925403 Central Model 0:007.003 $399.00 Each Jiffw•//urssn1r r•rainfra 1weta,trtrit PAM /hint/1 /What+Si7P.+fTrense+Tntercentor+dO+You+Need... 3/12/2013 Diffusion FIowTM best -in -class grease separation technology Sign up for product updates and sizing tools at www.schierproducts.com/updates Gallon for gallon, Schier's patented Diffusion FI0wTM design offers the most efficient separation and storage capacity of any grease interceptor in the industry (see image right). COMMON SPECIFIC GRAVITIES 0 1 Olive Oil: 0.703 ;Gasoline: 0.74 Hydraulic Fluid: 0.86 .;Petroleum Oil: 0.88 Vegetable Oil: 0.92 ',Xhicken Fat: 0.924 Fish Oil: 0.928 Water: 1 Freon: 1.49 ° ., o"p}Y o. ;Integral air !relief/ anti;si hon trelieves V `. f -• air pressure dovvnline to next Influent passe. • ;% •, �dvatlable vent through pre-cahbraleif,.' built-in fl�contiol) Flow descends to gun s center minimizing disruption offtiie grease and food waste layers Free ofi rease and food waste effluent flows through outlet Flow is diffused into the main chamber. Lighter grease is f6 cr ed upward, heavier solids are forced downward Mud: 1.73 Sand: 1.92 How does the Industry Measure Performance? The ASME A112.14.3 Performance Standard. Great BasinTM grease interceptors have been certified to the ASME standard greatly exceeding minimum performance requirements. Test Procedure O Lard is measured and heated to 160° F. Ratio is one Ib. of lard to 5 GPM. See table G1 for specific gravities of other liquids. O Sinks are filled with 160° F water. Heated lard is introduced into the sinks. 0 Sinks are drained and timed to ensure flow rate (GPM) accuracy. O Effluent passes through grease interceptor. ® Lard that passes through is skimmed. 0 Skimmed lard/water mixture is dewatered and measured to ensure that a minimum 90% average efficiency is maintained. O All models certified to ASME A112.14.3 and listed by IAPMO except GB -125. SCHIER F..:1 MODEL SUMMARY OF GREAT BASINTM NSFt TEST RESULTS Flow Rate (GPM) Minimum Requirement (lbs.) Actual Grease Retained (lbs.) Actual Grease Retained (gal.) Total Liquid (gal) Grease% of Volume Total Liquid Height (in.) Total Grease Height (in.) Grease Added per Cycle (lbs.) Cycles Tested Average Cycle Efficiency GB -15 15 30 10.1 16 63% 9 5.1 3 26 97.7% 741,/,'Ag GB -20 20 40 109 Vncuss 14.9 22 68% 10 7.3 4 28 97.3% GB -25 25 50 750.4teaii 10.3 22 47% 10 4.4 5 15 92.8% GB -35 35 70 142 Unci s's 19.5 35 56% 14 6.2 7 22 92.4% G8-50 50 100 249 34.1 52 66% 16 9.1 10 27 92.2% GB -75 75 150 616 84.4 125 68% 24 16.6 15 44 93.2% 08.250 100 200 1,076 V:4,1% 147.5 250 59% 36 18.8 20 60 92.2% tNSF (National Sanitation Foundation) is the test ng laboratory that conducted testing of Schier's grease interceptors per the ASME standa d. Lifetime Guaranteed Construction with unique installation features GB -75 tt GB -35 el 4 GB -15 GB -250 e rea : asin is an easy sell to owners who are accustomed to failures on both concrete and metal grease traps. In my opinion every restaurant should be installing the Great Basinr", not just because of the lifetime warranty, but also because of the pump -out savings... Darrel Cole, Mechanical Partners, Dallas, TX GB -125 GB -50 =1 I ' GB -25 LI LIFETIME WARRANTY 4-4'WAR DSV • c. GB -20 Unique Installation Features The Great BasinTM stands alone as the most versatile grease interceptor series on the market with a heavy duty polyethylene design and unique features for indoor and outdoor installations. TeleGlide`" Field Adjustable Riser System (see page 4) Molded Composite Covers Schier's molded composite covers are provided with water/air tight gasket seals and offer load ratings from 2,000 up to 16,000 lbs. to accommodate any jobsite. The American Association of State Highway and Transportation Officials (AASHTO) lists a maximum truck wheel load of 16,000 lbs. When third party tested, the Great Basin highway rated cover held a safety factor of 2 (32,000 lbs.); the pickable highway rated cover held a safety factor of 1.5 (24,000 lbs.). Outlet C Built -In Triple Outlet:" t When unit is installed flush with floor and without a riser, cover load is 450 lbs. ' GB -50 available with bolted or pickable highway rated cover. • 0 is Steel and Concrete Interceptors difficult to install, guaranteed to fail Steel and Concrete Interceptor Installations Saved We used Schier to replace 74 rusting steel grease traps at Buccaneers Stadium in 2007. We saved roughly 90 minutes per unit versus installing another steel unit and over 100 total hours. The labor savings gave me the flexibility to be competitive. Plus I'm the hero - now the stadium has a product with a lifetime warranty. Joe Gonzalez, Henry Gonzalez Plumbing; Tampa, FL Steel and Concrete Interceptor Excavations I• OU jKnow . Steel and ,concrete interceptors are not only install „they guaranteed to+fail. grease acidic that;; requirements', SIM UD CID C" 0:04 kieo @lu1-ibM QsQ neutralization ON interceptor Hours Saved I have installed many concrete grease interceptors, most of them 1,000 gallons in size. The GB -250 offers equal performance with an excavation less than half the size; l don't need to schedule delivery, and l don't have to stack and cut concrete risers. l would estimate that l cut 8 hours off the total installation with the GB -250. Wayne Derr, Central Plumbing, Heating & AC, Kansas City, MO 5 years Average Time Before Steel Inte rc' ep`tor ctk Average T�lme Before Concrete,lnterceptor f•,R Replacement . k� Sign up for product updates and sizing tools at www.schierproducts.com/updates !II • • PRIM Grease Interceptor Series Since 197AEcErwpv MAR 2 8 2013 uddiub c PUB _YG WORKS RECEIVED WY TUX MAR 2 7 2013 @PcWWIP CENT nmea S ON NOu y& tar-02AP eat 8ainM TeleGlideT' field adjustable riser system About TeleGlideT"' With two unique designs for units with 16" and 24" diameter covers, TeleGlideT"" eliminates jobsite downtime and excessive custom riser costs by providing an off-the-shelf riser system for buried interceptors. The 16 -Series offering can accommodate any burial depth from 2 1/8" up to 16" while the 24 -Series offering can accommodate any depth from zero up to 72". 16 -Series Design: For GB -15, GB -20 and GB -25 7.-------------- - ee r.e user system is a tremendous breakthrough. I'm amazed at the versatility o/ the design and the stress it takes out o/ the equation. John Franck, Norton Sewer Service, Lisle, 1L Typical Steel Riser 24 -Series Design: For GB -35, GB -50, GB -75, GB -125 and GB -250 • Use for buried installation of units with 16" diameter covers when pipe depth is greater than 63/8" (inlet centerline to grade) • Measure, cut and assemble riser in the field for perfect finished grade • Push -to -fit grip ring for easy connection to base tank • Use for buried installation of units with 24" diameter covers when pipe depth is greater than maximum adapter height • Measure, cut and assemble riser(s) in the field for perfect finished grade • Tilts 10° in all directions for sloped grades (see images below) GB -75 GB -125 GB -250 Riser Combinations for 24 -Series Units adapter GB -35 GB -50 "adapter" adapter short riser long long riser riser II IP indoor/outdoor grease interceptors atgn up nor proaucr upaates and sizing tools at www.schierproducts.com/updates r/!r'1 Capacity SPECIFICATIONS Pipe Sizes Rough-inDimensions (in.) Cover Weigh (lbs.) .;, �� , �' ' SCHIER MODEL Flow Rate (GPM) Grease (lbs.) r Solids (gal.) Liquid (gal.) Plain End SCH.40 Optional Male BodyInlet/Outlet U Outlet Outlet Adapter Adjustability (add to H & B) O.D. (in.) Load Rating (lbs.) Dry Wet Standard Optional P Plain End (see list prices) Thread (no charge) L WH >39"•43" A B C i GB -15 15 74 2 16 2 3 2, 3 25 19 14 1/4 10 4 1/4 51/2 n/a 16 2,500 26 ► 164 o 2 GB -20 20 109 2 22 2 3 2, 3 27 21 15 10 3/4 4 1/4 6 1/4 n/a 16 2,500 31 220 ' GB -25 25 75 2 22 3 2 2, 3 27 21 15 103/4 4 1/4 6 1/4 n/a 16 2,500 31 220 GB -35 35 142 6 35 3 2, 4 2, 3, 4 33 25 25 15 10 7 1/2 31/2 24 2,000 77 369 GB -50 50 249 6 52 4 3 3, 4 37 28 28 Y2 18 10 1/2 9 3 1/2 24 2,000 90 523 GB -75 75 616 15 125 4 6 4 46 32 38 Y2 26 12 Y2 Q 12 6 24 16,000 130 1,171 GB -125 100 450 15 125 4 6 4 46 32 38 Y2 26 12 1/2 12 6 24 16,000 130 1,171 GB -250 100 1,076 98 250 4 6 4 68 33 1/2 51 1/2 38 13 1/2 16 6 24 16,000 230 2,313 Note 1: If GB -15, GB -20 and GB -25 are bu ied flush at floor and without a riser, cover load is 450 lbs. GB -15 -25 GB -35 Tic FH ^ + ' I�I mum 1 FcH GB -50 T W 1 B HA I 1 r!'f Engineer Specification Guide Download Schier CSI MasterSpec language at schierproducts.com/literature.html Schier Great BasinTM grease interceptor model # 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 GPM. Interceptor grease capacity shall be lbs. Cover shall provide water/gas- tight seal and have minimum 2,000 lbs load capacity. T i TBB H t A All models certified to ASME A112.14.3 and listed by IAPMO except GB -125. GB -75 / GB -125 1-1 GB -250 HCH TELEGLIDE'' DIMENSIONS MEASURE FROM n%3 SCHIER 16" Riser C::1 MODEL RISER TOP OF FULLY 24" Adapter (included) ORDER EXTENDED SR24 GUIDE' ADAPTER LR24 (GB•35 AND UP) SR24 SR24 LR24 +SR24 +LR24 +LR24 GB-15/GB-20/GB-25 >2Vs"-16" n/a n/a n/a 1 n/a n/a n/a GB-35/GB-50 n/a 0-3W >3Y"-22" >22"-37" n/a n/a n/a GB-75/GB-125/GB-250 n/a 0d" >6"-24" >24"-39 >39"•43" >43"-58" >58"-12" Note 2 subtract 1" from adapter and riser range when GB -35 is ordered with 4" connections Note 3: GB -250 has two covers and requires a set of two risers when ordered. ^• C" ;s, , SCHIER MODEL Base Unit * TeleGlideTM Field Adjustable Riser System LIST PRICES Miscellaneous Options May Ship Parcel Short Risers Long Risers High Water Anchor Kit (Set of Two) * Clamping Collar Kit * " Upgrade to Highway Rated Cover *' Upgrade to Highway Rated Pickable Cover Alterna e Plain End Pipe Sizes Part # Price Part # Price Part # Price Part # Price Part # Price Part # Price Size Price GB -15 $560 SR16 $340 n/a n/a n/a n/a CC16 $452 n/a n/a n/a n/a 3 n/c GB -20 $620 SR16 5340 n/a n/a n/a n/a CC16 $452 n/a n/a n/a n/a 3 n/c V GB -25 $700 SR16 $340 n/a n/a n/a n/a CC16 $452 n/a n/a n/a n/a 2 n/c V 6635 $1,000 SR24 $500 LR24 $630 n/a n/a " CC24 $810 n/a n/a n/a n/a 2,4 n/c ✓ GB -50 $1,300 SR24 $500 LR24 $630 AK50 8650 CC24 $810 C24 -HUM $204 C24-HPUM $500 3 n/c V GB -75 $2,310 SR24 $500 LR24 $630 AK75 $850 CC24 $810 included included C24-HPUH $370 6 $190 GB -125 $2,400 SR24 $500 LR24 $630 AK75 $850 CC24 $810 included included C24-HPUH $370 6 $190 GB -250 $4,510 SR24 $500 LR24 $630 AK250 $850 CC24 . $810 included included C24-HPUH $370 6 $190 , GB -250 has two covers and requires a set of two units upon order. * Prices shown when ordered with unit. © Copyright 2012 Schier Products Company B -GB -0712 w April 3, 2013 Mark Franklin 27644 191st P1 Se Kent, WA 98042 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #1 to Revision #1 Plumbing/Gas Piping Permit Application Number PG13-025 Lanante — 742 Industry Dr Dear Mr. Franklin, 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: Dave Larson at 206-431-3678 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, Bill Rambo Permit Technician encl File: PGI3-025 W:IPermit CenterlCorrection Letters12OI31PG13-025 Corr Ltr #1 to Rev #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: April 1, 2013 Project Name: Lanante Permit # PG13-025 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. Please submit all plans on the same size paper. Revised plans need to be the same size as originally submitted). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. All proposed plumbing fixtures, with the exception of the hand sink need to connect to the grease interceptor. Please revise plans and resize grease interceptor accordingly. The hand sink may also run through the grease interceptor. 2. The 3 compartment sink will need P -traps and venting. Please add these to the detail plan. 3. A cleanout is needed at the 3 inch end of run near the floor sink. 4. Please provide the installation instructions for the grease interceptor. It may need to be vented on both sides, inlet and outlet. Should there be questions concerning the above information please contact the Building Division at 206-431-3670. Page 2 of 2 • • PER.6 Y �b :r., PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG13-025 PROJECT NAME: LANANTE SITE ADDRESS: 772 INDUSTRY DR Original Plan Submittal DATE: 04-08-13 Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 1 After Permit Issued ict.t3 Fire Prevention Public Works n Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 04-09-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 05-07-13 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center, Use ,Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 OERMIT COORD GQPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG13-025 DATE: 03/27/13 PROJECT NAME: LANATE SITE ADDRESS: 742 INDUSTRY DR Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # after Permit Issued DEPARTMENTS: CVeVIA aX )41`-‘-‘ Building Division NI pJ.°tV; Public Works Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: DUE DATE: 03/28/13 Not Applicable C 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 n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/25/13 Approved ❑ Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: .Permit Center Use Only CORRECTION LETTER MAILED: —3 (- Departments issued corrections: Bldg Fire 0 Ping ❑ PW 0 Staff Initials: 11 4., *EMIT COORD GOFIf PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG13-025 DATE: 02/15/13 PROJECT NAME: LANCANTE SITE ADDRESS: 742 INDUSTRY DR X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: pcy 04.6 B ilding Division III Public Works um Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 02/19/13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/19/13 Approved ❑ Approved with Conditions Al 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: PROJECT NAME: A PERMIT NO: �U 2)-02_5 SITE ADDRESS: 1 M'L haw-, Y� v ORIGINAL ISSUE DATE: Di.Ut l k'3 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF IN IALS D19 Summary of Revision: Received by: Summary of Revision: P .r L Vk�L1(C 't0 Oiti� ( t '2i V C. AN v,R. DV v.. Received by: v.�,..4__ Fie -.".k--1 ►.\ REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please print REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please pnnt • 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 13-025 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ® Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner RECEIVED CITY 01:1.U1 W1U APR 08.:2013 - PERMIT e.AVIrgtib, Project Name: Lanante Project Address: 742 Industry Dr Contact Person: IMPhone Number: QC.' 1 `1/43— \30 Summary of Revision: , e—cc? u..\ . ca=..vN p i v\)C-_.t . d LrJ Sheet Number(s): �-e��s�,,:S `��- l Z. , 3 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on A) \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: • 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: 1J 0 Response to Incomplete Letter # 0 Response to Correction Letter # 14 Revision # j after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: 'PG 2 S Project Name: Project Address: 1`-� Z Contact Person: v�c:�� �v�c:..—Y \",� l Phone Number: 2-0C.,--175--- -c)k Summary of Revision: v1� IrriF F. MMR 2 ? 2 0 13 PER�1' CFR Sheet Number(s): A ., ZA , 1 \ • "Cloud" or highlight all dds of revisioie including date' of rev. "`' Received at the City of Tukwila Permit C - nter Entered in Permits Plus on H:Wpplications\Farms-Applications On Line O010 ApplicationsO-2010 - Revision Submtttal.doc Created: 8-13-2004 Revised: 7-2010 Contractors or Tradespeople Printer 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 C & H PLUMBING LLC UBI No. 602544809 Phone 2067931301 Status Active Address Po Box 7834 License No. CHPLUHP943CC Suite/Apt. License Type Construction Contractor City Kent Effective Date 2/3/2006 State WA Expiration Date 2/3/2014 Zip 98042 Suspend Date County King Specialty 1 Plumbing Business Type Limited Liability Company Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date FRANKLIN, LARUE ELINOR Partner/Member 02/03/2006 Amount POWER, LESLIE Agent 02/03/2006 01/17/2012 FRANKLIN, JAMES D Partner/Member 02/03/2006 01/17/2012 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 CBIC SG5330 02/03/2006 Until Cancelled $6,000.00 02/03/2006 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 4 AmericanFire &Casualty CoC BKA54970321 12/16/2011 12/16/2013 $1,000,000.00 11/08/2012 3 Continental Western Ins Co CNP2729327 12/16/2008 12/16/2012 12/16/2011 $1,000,000.00 11/08/2011 2 THE OHIO CAS INS CO BH053439373 12/16/2006 12/16/2008 $1,000,000.00 11/26/2007 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 httns://fortress.wa.aov/lni/bbin/Print.asnx 02/26/2013 Tenant: LANANTE ANDOVER PARK EAST, BUILDING 16 742 INDUSTRY DRIVE SUITE 772 TUKWILA, WA 98188 A Tenant Improvement for: REIT ANCOVER PARK EAST 617 INDUSTRY DRIVE TUKWILA, WA 98188 Cunt burgess design linteriors 0 architecture 1326 Fifth Avenue', 5U;Ite 400. Seat le Washington 98101 T: (206) 587.7120 F: (206) 587.7122 All reproduction & intellectual property rights' reserved c 2012 EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO ` BE REMOVED # f' EXISTING CONSTRUCTION TO REMAIN imzmozznt NEW INTERIOR PARTIAL HEIGHT (8'-0" A.F.F.) CONSTRUCTION, PER DETAIL J/A.9.1 LAZING' WILL 1 REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF `; DEMOLITION. 2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR RE -USE, UON. 3. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE -USE, UON. CONTRACTOR TO INSTALL ALL REQUIRED` PLUMBING AND : DRAIN LINES. . REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA :OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED PARTONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE, UON. REMOVE ALL FLOOR AND WALL FINISHES EXCEPT FOR EXISTING ROOMS NOTED AS NOT IN CONTRACT OR OTHERWISE INDICATED IN THE KEY NOTES. EXISTING SHOWER,TOILET AND/OR SINK PLUMBING FIXTURES TO BE REMOVED. - TOILET AND SINK TO BE STORED, IF APPLICABLE FOR RE -INSTALLATION. EXISTING WATER AND DRAIN LINES ARE TO BE MODIFIED AS NEEDED FOR RE -INSTALLED OR NEW PLUMBING FIXTURES. 11 REPAIR EXPOSED INSULATION AS NEEDED: FOR CONSTRUCTION REQUIREMENTS. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKEI EU OR WEATHER STRIPPED AS ` REQUIRED TO MEET PARTITION RATINGS. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE DUSTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO-PARTmONS. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, LION. SEE TYPICAL WALL DETAIL SHEET' FOR MORE INFORMATION. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT. WALL OR MATCH EXISTING SUITE STANDARD. 1. PROVIDE B-1 THROUGHOUT OFFICES ONLY, UON. 2. PROVIDE P-1 THROUGHOUT, UON. 3. PROVIDE CPT -1 THROUGHOUT OFFICES ONLY, UON. 4. CENTER TRANSITION BETWEEN MATERIALS UNDER DOOR PER DETAILS. 5. WAREHOUSE & WORK AREA IS PAINTED, WITHOUT BASE AND BROOM CLEAN CONCRETE FLOOR. USE AUTOSCRUB 6. PAINT IN RESTROOM AND SUPPLY ROOM SHALL BE SEMI -GLOSS. 7. PAINT WOOD DOORS AND FRAMES. 8. VERIFY ALL FINISHES WITH BUILDING MANAGEMENT AND TENANT. 9. BUILDING ACT CT IS ARMSTRONG 769. 10. CLEAN ALL HVAC GRILLES AND DIFFUSERS. DESCRIPTION NEW SHEET VINYL WITH "INTEGRAL COVE BASE IN SUPPLY AND RESTROOM, INSTALL "SV -1". AS NOTED. 14 PROVIDE BRACING' AT THIS LOCATION. SEE J/A.9.1. Oi EXISTING TELEBOARD, AND ASSOCIATED WIRING, TO BE REMOVED AND STORED FOR RELOCATION.: VERIFY LOCATION OF RELOCATION WITH TENANT AND BUILDING MANAGEMENT. 16 NEW 3 -COMPARTMENT SINK (TENANT SUPPLIED) WITH, GREASE TRAP (PLUMBER SUPPLIED) -REFER TO SPECIAL NOTES FOR ADDITIONAL INFORMATION. ` CONTRACTOR TO INSTALL ALL REQUIRED PLUMBING AND DRAIN LINES. PLACE GREASE INTERCEPTOR DOWNSTREAM. 17 NEW HOT WATER HEATER (PLUMBER SUPPLIED). < CONTRACTOR TO INSTALL ALL REQUIRED PLUMBING AND DRAIN LINES. VERIFY FINAL LOCATION AND SPECIFICATIONS WITH BUILDING MANAGEMENT AND TENANT. 18 NEW FLOOR SINK (PLUMBER SUPPLIED). CONTRACTOR TO INSTALL ALL REQUIRED PLUMBING AND DRAIN LINES. VERIFY FINAL LOCATION : AND <SPECIFICATIONS W[JH BUILDING MANAGEMENT AND TENANT. 19 NEW FLOOR DRAIN (PLUMBER SUPPLIED). CONTRACTOR TO INSTALL ALL REQUIRED PLUMBING AND DRAIN LINES. _VERIFY: FINAL' LOCATION AND SPECIFICATIONS WITH BUILDING MANAGEMENT AND TENANT. REFER TO PROJECT NOTES FOR; CONSTRUCTION REQUIREMENTS. DUPLEX OUTLET (# DENOTES MOUNTING HT IN INCHES) DEDICATED DUPLEX OUTLET; WITH SPECIAL REQUIREMENTS -VERIFY LOCATION WITH TENANT ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDITION OF ALL EXISTING OUTLETS NOTED TO REMAIN. ALL OUTLETS SHOWN ARE APPROXIMATE. DUE TO HIDDEN CONDITIONS ADDITIONAL P/P/D MAY EXIST BUT NOT BE REFLECTED ON THE PLANS. FURNITURE SHOWN FOR INTENT ONLY, : FINAL LOCATION OF FURNITURE AND OUTLETS TO BE COORDINATED WITH TENANTS FURNITURE VENDOR. VERIFY ELECTRICAL AND VOICE/DATA REQUIREMENTS WITH TENANT. UNLESS DIRECIEU OTHERWISE, ALL VOICE/DATA CABLING AND EQUIPMENT ASSOCIATED WITH VOICE/DATA SERVICE INCLUDING WORK FROM BUILDING/FLOOR D -MARK TO SERVER ROOM SHALL BE FURNISHED AND INSTALLED BY TENANT. . ALL LIGHTING TO REMAIN AS -IS, REPAIR OR REPLACE ALL DAMAGED LENSES, BALLASTS OR (AMPS AS NEEDED. VERIFY WITH BUILDING MANAGEMENT. EXISTING : HEATING TO REMAIN AS -IS, EXCEPT ' PAINT AS NEEDED. NO CHANGES TO CEILING TILES. . CHANGE SWITCHES, OUTLETS AND COVERS TO NEW BEIGE FIXTURES. DENOTES AGROUND; FAULT INTERRUPT CIRCUIT UTILITY :'DEPARTMENT' CORRECTIONS: THE BUILDING MANAGEMENT WILL PROVIDE NEW RPPA INSTALLED DOWNSTREAM OF THE PERMANENT WATER METER UNDER SEPARATE PERMIT. Permit No. Plan review approval is subs to errors and omissions. Approval' of construction documents does not authorize ,iadopted code or ordinance. the a, :o�at.lon of any Receipt of approved Field Copy at d �� � i° : is i�g:ed: THE INTERIOR GREASE TRAP INTERCEPTOR SHALL BE DESIGNED AND INSTALLED BY THE PLUMBER ON THE 3 -COMPARTMENT SINK. THIS WILL BE DONE UNDER SEPARATE PLUMBING PERMIT. SPECIFICATION INCLUDED -SCHIER PRODUCTS GB -20 -FOR REFERENCE ONLY. 4"h COVED RUBBER BAS COLOR: TBD SEPARATE PERMIT REQUIRED FOR: 10 Mechanical Electrical Plumbing ttGas Piping C -:y of Tukwila SL.:: nINO DIVISION RECEIVED CITY OF TUKWILA FIELD CARPET COLOR: TBD INSTALLED: DIRECT GLUE Drawn by: mk Reviewed by: Project No 12.3404.00: GWB EGGSHELL FINISH COLOR: TBD REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOT:: In ;,,:a:cns wiil require a new plan submittal n-f:y i.:::id;' additional plan review fe:z I GWB EGGSHELL FINISH COLOR: TBD Original drawing is,24""x 36". Scale entities accordingly if reduced . uy6LL�.a.�.'.i.:'^"....u.m-.n n..i v."ya.Ys' •-t q�5 4yl'.`My{ OFFICE DEMOLmON/CONSTRUCTFON:. POWER ex DATA/ FINHSH....:PLAN 111g4, ie,'6.'��< 17-1 8' 1 6' 24" . Y B L LEGEND 1/8" 9A AL FINISH NOTES. • 'KEYED SHEET- NOTES • EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED NEW 'INTERIOR PARTIAL_ HEIGHT (a'-.0" A.F.F.) CONSTRUCTION, PER DETAIL J/A.9.1 NEV/ OR ' EXISTING FIRE EXTINGUISHER GENERAL DEMOLITION .140.TE0 1. REFER TO CONSTRUCTION PLAN AND CEILING PLAh1 FOR EXTENT OF .DEMOLITION. 2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE .FOR RE -USE, UON. 3. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE -USE, UON. 4, REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS; ETC FROM * ALL DEMOLISHED PARTFTIONS. • REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, E.TO. ALL TFIE WAY BACK TO • THE ORIGINATING SOURCE, .UON. 5, REMOVE ALL FLOOR AND WALL FINISHES EXCEPT FOR EXISTING ROOMS NOTED. AS" NOT IN CONTRACT OR' OTHERWISE. INDICATED IN THE KEY NOTES. GENERAL ONSTRUCTION OTES 1. pRovit.01,71.THROUGHOITT OFFICES ONLY, .UON. 2. PROVIDE,r41 THROUGHOUT, VON. 3. PROVIDE`CPT-. 1 THROUGHOUT OFFICES ONLY, UON. 4. CENTER iNSITION BETWEEN MATERIALS UNDER DOOR PER DETAILS. 5. WAREHOliSt & WORK AREA IS PAINTED, WITHOUT BASE AND BROOM CLEAN CONCRETE. FLOOR. •6. - PAINT IN:RESTROOM AND SUPPLY ROOM SHALL BE SEMI -GLOSS. • 7. PUNT WOOD DOORS AND FRAMES. 0 8. VERIFY AI;L 'FINISHES WW1 BUILDING MANAGEMENT AND TENANT. 9. BUILDING;;`ACT IS ARMSTRONG 769. 10. CLEAN A1.L HVAC GRILLES AND DIFFUSERS. 11. VERIFY OR, PROVIDE. MINI BLINDS AT. EXTERIOR GLAZING AT OFFICE. VERIFY WUH - BUILDING 'MANAGEMENT. WA L M.OUNTED DEQ/ICES SY1MEOL . DESCRIPTION 1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. . 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING • CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN TI'IE.BUILDING 'SHELL SHALL BE SEALED, GASKETED, - OR . WEATHER STRIPPED AS REQUIRED TO MEET PARTETION RATINGS. • . 4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM IlOAR0}; ;R.EMOVE EXISTING CORNER BEADS AND OTHER: ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND -SMOOTH FOR NEW FINISH: .5.- PROVIDE PARTITION ANCHOR i3RACKETS FOR ALL CASEWORK, FIXTURE, -EQUIPMENT,: & .DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. B,- PARTITIONS ARE -TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS; VON.'SEE TYPICAL WALL DETAIL SHEET FOR MORE INFORMATION. 7. DOORS AND- CASED OPENINGS WITHOUT .DIMENSIONS OR DETAILS ARE TO BE LOCATED 4i -FROM ADJACENT MALL OR MATCH EXISTING SUITE STANDARD. GENERAL LJGHTING/ELECO 1. REFER TO PROJECT • NOTES FOR CONSTRUCTION REQUIREMENTS. 0 2, ELECTRICAL SUB -,CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDITION OF ALL EXISTING -OUTLETS NOTED TO .REMAIN. S ALL OUTLETS SFINFT ARE APPROXIMATE. DUE 10 HIDDEN CONOU1ONS ADDITIONAL P/P/D .MAY -EXIST BUT NOT BE REFLECTED:ON THE - PLANS. A. FURNITURE SHOWN FOR INTENT ONLY, FINAL LOCATION OF FURNT[URE AND OUTLETS TO BE- COORDINATED WITH TENANTS FURNITURE VENDOR. • VERIFY ELECTRICAL AND VOICE/DATA REQUIREMENTS WI H TENANT. • 5. UNLESS *OIRECTEO OTHERWISE, ALL VOICE/DATA CABLING AND EQUIPMENT.. ASSOCIATED WITH VOICE/DATA .SERVICE. INCLUDING 'YORK FROM BUILDING/FLOOR D -MARK TO SERVER ROOM SHALL BE FURNISHED AND INSTALLED BY TENANT. Er, ALL. UGHTING TO REEMNN A5 -IS, REPA#I OR REPLACE ALL DAMAGED LENSES, BALLASTS OR LAMPS AS NEEDED,. VERIFY WITH BUILDING MANAGEMENT. • 7. VERIFY ,CADET. HEATERS REQUIREMENTS WITH BUILDING MANAGEMENT: F=XISTIPJG TO - REMAIN DUPLEX OUTLET ( # DENOTES Ei OWTm° HT IN INCHES) .DEDICATED DUPLEX OUTLET WITH SPECIAL REQUIREMENTS VERIFY LOCATION WITH TENANT . MI IOTATION :..DENOTES A NEW DEVICE GFT DENOTES A GROUND FAULT INTERRUPT CIRCUIT T :i..DEVOTES TIMER FINISH SPECFICAT1ONS SYMBOL n--1 I CARPE', 101.-11 PA1NTs" P -I �-2 MANUFACTURER TBD TOD ..KELLY MOORE KELLY MOORE sHEErv1NYL ARMSIIU)NG DESCRIPTION 411 COVED RUBBER BASE. COLOR: TBD FIELD CARPET COLOR: TBD INSTALLED: DIRECT GLUE GWO EGGSHELL FINISH COLOR: TOD GWB EGGSHELL FINISH COLOR: TBD DOLOR: 888742 WHITE CLIFFS DEMO EXISTING BASEBOARD. HEATERS: PIPING, ELECTRICAL AND ASSOCIATED HARDWARE. PATCH AND T. EPA1R SURrA,CES AS REQUIRED FOR INSTALLATION OF NEW' BUILDING STANDARD CADET HEATERS •AND.:NETY • FINISHES. • REMOVE EXISTING .'JALOUISE' STYLE WINDOW TRANSOMS (NOT SHOWN FOR CLARITY..OF•.DRAWING). PREP . AND REPAIR EXISTING GIAZf C .FRAMING AS REQUIRED FOR INSTALLATION OF NEW BUILDING STANDARD GLAZING (10 MATCH ADJACENT .GLAZING). • REMOVE EXISTING WOODEN ROLL -UP DOOR AND MAN DOOR FRAMES. EXISTING DOORS TO BE • REMOVED AND STORED . FOR RENOVATION OF JAMBS. PATCH AND REPAIR SURFACES AS: REQUIRED .FOR. INSTALLATION OF NEW. DOOR FRAMES AND TRANSOM. •NEW 16,GA. HOLLOW METAL DOOR FRAME WITH TRANSOM. TRANSOM GLAZING WILL OE :}".CLEAR TEMPERED GLA. ;NNErdZING16 GA. HOLLOW METAL ROLL UP DOOR FPIME. 0 - NEW TENANT SUPPLIED SINK. CONTRACTOR 10 INSTALL ALL REQUIRED PLUMBING AND MIN LINES. NEW TENANT SUPPLIED GARBAGE DISPOSAL, CONTRACTOR TO INSTALL. ,8 REPLACE EXISTING DAMAGED CEILING TILES AS REQUIRE°. VERIFY BUILDING STANDARD TILE. SPECIFICATION . 1TTH 0BUTLDING MANAGEMENT. - ,9 NEW BUILDING STANDARD CADET HEATER TO BE INSTALLED, VERIFY FINAL. LOCATLOIN WITH.BUILDING •MANAGEMENT AND TENANT. 1Q ..NO CHANGE TO EXISTING RESTROOM OR SHOWER/SUPPLY ROOM, EXCEPT NEW FINISHES. 1. • REPAIR • EXPOSED•INSULATION AS NEEDED. 12.. BREAKOUT ALL COSTS TO INSTALL GARBAGE DISPOSAL 13 • NEW. SHEET VINYL WITH INTEGRAL COVE BASE IN SUPPLY AND RESTROOM, INSTALL '5V-14 AS .NOTED. SEPARIcfE 'REQU i'tEFOR:. Mechanical. Electrical Plumbing Gas Piping City of Tukwila • BUILDING DIVISION 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. .mpy� ac"mcc4^ ••• REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 5 2013 `7L "'V City of T ila BUILDING ISION FILE C Permft No. Plan review approval is subject to ails and omissions. Approval of construction documents does not authorize wm��w+.c�on...m�acaru�a�w:az,�u..s:r .Tenant: LA ANT ANDOVER PARK EAST, BUILDING 16 142 INDUSTRY DRIVE SUITE 772 TUKWILA, WA 98188 A Tenant Improvement for: REIT ANCOVER PARK EAST 617 INDUSTRY DRIVE TUKWILA, WA 98188 burgess design I in ttrIors 0 architecture 132G1;asir11101 '11Q101 1;;2C6i587.7129 F:(20i53i. a All reproduction & intellectual properly rights reserved c 2012 Profe3sionol seal No, Issue, Description 7196 ARCFf EGT \.:113 CT. IK01.0°21E.DI ; ATi i E CIF WA:A-MGTON . jl ........,„.o.....,......,....x, Date REVIEW SET 02.05.13 PERMIT SET 02.07.13 the violation of any adopted code or ordnance. Receipt 0 of approved Field Copyawl hedged: BY City Of Tbbkwita BUILDING DIVISION R CITY OFECEIVED TUKWILA FEB 1 5 2013 PERMIT CENTER 1D25. Drawn by: mk Project No: 12.340 4.0.0 Reviewed by: KK DEMOLITION/ CONSTRUCTION/ POWER & DATA/FINISH PLAN Criginul druwing Is 24" x 36°. Sulfa entities uccordingiy if reduced A2Aii