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HomeMy WebLinkAboutPermit PG13-026 - SEGALE PROPERTIES - ALTERATIONSEGALE PROPERTIES 5811 SEGALEPARKDRC PG1 3-026 Parcel No.: Address: City ofei'ukwila 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 PLUMBING/GAS PIPING PERMIT 3523049018 5811 SEGALE PARK DR C TUKW Project Name: SEGALE PROPERTIES Permit Number: Issue Date: Permit Expires On: PG13-026 03/12/2013 09/08/2013 Owner: Name: Address: Contact Person: Name: Address: Email: Contractor: Name: Address: SEGALE PROPERTIES LLC PO BOX 88028 , TUKWILA WA 98138 STEVE NELSON PO BOX 88028 , TUKWILA WA 98138 SNELSON@SEGALEPROPERTIES.COM Phone: 206 575-2000 SEGALE PROPERTIES LLC Phone: 206-575-2000 PO BOX 88028 , TUKWILA WA 98138 Contractor License No: SEGALPL902CQ Expiration Date: 04/01/2014 DESCRIPTION OF WORK: INSTALL A KITCHEN SINK, GARGABE DISPOSAL, DISHWASHER, AND INDIRECT DRAIN FOR ESPRESSO MACHINE Value of Plumbing/Gas Piping: Fees Collected: Electrical Service Provided by: Permit Center Authorized Signature: $5,500.00 $171.94 Uniform Plumbing Code Edition: 2009 International Fuel Gas Code Edition: 2009 Date: 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. t -5 -ie" -OC - ',p Print Name: W C � (r)..-\ Date: 3/40's 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. 41 1 Pt on402 fV)C print.,* nz_1)2,ni • • PERMIT CONDITIONS Permit No. PG 13-026 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 PG13-026 Printed: 03-12-2013 • CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov r Plumbing/Gas Permit No. 17(.7.1--,--u-ArProject No. Date Application Accepted:6 117 Date Application Expires: 06b /1 (For office use only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 352304 9445 Site Address: 5811 Segale Park Drive C Suite Number: Floor: 2 Tenant Name: Segale Properties LLC PROPERTY OWNER Name: Steve Nelson Name: Segale Properties LLC Address: PO Box 88028 Address: 5811 Segale Park Drive C Cit': Tukwila State: WA City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Steve Nelson Address: PO Box 88028 Address: PO Box 88028 Phone: (206) 575-2000 Fax: Cit': Tukwila State: WA Zip: 98138 Phone: (206) 575-2000 Fax: Email: snelson@segaleproperties.com New Tenant: ❑ Yes ®..No PLUMBING CONTRACTOR INFORMATION Company Name: Segale Properties Address: PO Box 88028 City: Tukwila State: WA Zip: 98138 Phone: (206) 575-2000 Fax: Contr Reg No.: SEGALPL902CQ Exp Date: 04/04/2013 Tukwila Business License No.: BUS -0101320 Valuation of Project (contractor's bid price): $ 5,500 Scope of Work (please provide detailed information): Install a kitchen sink, garbage disposal, dishwasher and indirect drain for espresso machine. Building Use (per Int'! Building Code): Occupancy (per Int'1 Building Code): Utility Purveyor: Water: S B Highline H:\Applications\Forms-Applications On Line\201 1 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Sewer - Tukwila Page 1 of 2 r 1 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 1 Shower, single head trap Sinks 1 Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) 1 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 1 Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not in luded 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 1 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 1, ► R OR AUTHIZENT: Signature: Date: 01/30/2013 Print Name: Steven R. Nelson Day Telephone: (206) 575-2000 Mailing Address: TO Box 88028 H:\Applications\Forms-Applications On Lme\201 I Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: 'August 2011 bh Tukwila WA 98138 City 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 RECEIPT Parcel No.: 3523049018 Permit Number: PG13-026 Address: 5811 SEGALE PARK DR C TUKW Status: PENDING Suite No: Applied Date: 02/20/2013 Applicant: SEGALE PROPERTIES Issue Date: Receipt No.: R13-00851 Payment Amount: $171.94 Initials: JEM Payment Date: 02/20/2013 12:43 PM User ID: 1165 Balance: $0.00 Payee: SEGALE PROPERTIES LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2130 171.94 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES PLUMBING - NONRES 000.345.830 34.39 000.322.103.00.00 137.55 Total: $171.94 .3 ..... o....,.:..a nc Drini d• INSPECTION NO. INSPECTION RECORD Retain a copy with permit 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 spection: Address: 9// Sec 4t(` /9c f Date Called: jp/=fP/15%v4/ Special:Instructions: z. 4 Date Wanted: // /ei// -j �ar'm. L12 Requester: Phone No: fy Approved per applicable codes. • Corrections required prior to approval. COMMENT-: 4 Pe/vil, (l jp/=fP/15%v4/ trl fy i.. ---,,, / ---....„. An./0-1 REIN PECTION FEE R4QUIRED. P for to next inspection, fee must be paidat 6300 Southcenter Blvd.. Sui e 100. Call to schedule reinspection. Date: 1/ e /0, INSPECTION NO. INSPECTION RECORD Retain a copy with permit!3"62 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pr jec 6 A4etieC -il t. In§erect t�(1—�^-+ V A r l t s ii PC� Q Special Instructions: Date Wagted . p Requester: PATZ....76)5 __eeei ]Approved per applicable codes. Corrections required prior to approval. COMMENTS: DaZ2 n RE PECTION FEE REQUI tED. Prior to(next inspection. fee must be pailt 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ES -009 For Health Hazard Applications Job Name Segale Properties Job Location Engineer Approval Con ractor 5811 Segale Park Dr elEVIEWED FOR oval CODE COMPLIANCE Segale Properties w 1Dbla/1f►�cD Corrractor's P.O. No FrLE cm,v Representative StevNeson 14. - MAR 0 6 1013 et. Series 009 City of Tukwil Reduced Pressure Zonnlls Sizes: 1/4" - 3" (8 - 80mm) Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series can be used in a variety of installations, including the preven- tion of health hazard cross connections in piping systems or for containment at the service line entrance. This series features two in-line, independent check valves, captured springs and replaceable check seats with an inter- mediate relief valve. Its compact modul : r e . - ' itates easy maintenance and assembly acce (8 - 25mm) shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Bronze body construction for durability 1/4" - 2" (8 - 50mm) • Fused epoxy coated cast iron body 2W and 3" (65 and 80mm) • Ball valve test cocks — screwdriver slotted 1/4" - 2" (8 - 50mm) • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to backsiphonage and/or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the water- way exposed to line fluids. Service of all internal components shall be through a single access bronze cover secured with stainless steel bolts. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The assembly shall meet the requirements of: USC Manual 8th Editiont; ASSE Std. 1013; AWWA Std. C511; CSA B64.4. Shall be a Watts Regulator Co. Series 009. tDoes not indicate approval status. Refer to Page 2 for approved sizes & models. Watts product specifications in U.S. customary units and metric are approximate and are provided for refei2nce only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. N 1/2" (15mm) 009QT 'Owarrs siuMi�A 2" (50mm) 009M2QTHC Test Cock No. 3 Ball Type Test Cocks Test Cock No.2 First Check Module Assembly Relief Valve Assembly Second Check Module Assembly Water Outlet Now Available WattsBox Insulated Enclosures. For more information, send for literature ES -WB. IMPORTANT INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUI ERECEIVED CORRECTION LTR#..,._�...._..� CITY OF TUKWILA FEB 2 8 2013 PERMIT CENTER WATTS® Available Models: 1/4" - 2" (8 - 50mm) Suffix: QT - quarter -turn ball valves S - bronze strainer LF - without shutoff valves AQT - elbow fittings for 360° rotation 3/4' - 2" (20 - 50mm) only PC - internal Polymer Coating LH - locking handle ball valves (open position) SH - stainless steel ball valve handles HC - 21/2" inlet/outlet fire hydrant fitting (2" valve) Prefix: C - clean and check strainer 1/4' - 1" (20 - 25mm) only U - union connections (see ES -U009) Available Models: 21/2" - 3" (65 - 80mm) Suffix: NRS - non -rising stem resilient seated gate valves OSY - UL/FM outside stem and yoke resilient seated gate valves S -FDA - FDA epoxy coated strainer QT -FDA - FDA epoxy coated quarter -turn ball valve shutoffs LF - without shutoff valves S - cast iron strainer • Note: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary (see ES -AG). Materials: '/4" - 2" (8 - 50mm) Bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable polymer check seats for first and second checks. Removable stainless steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. For option- al bronze union inlet and outlet connections, specify prefix U (1/2" - 2"(15 - 50mm)). Series 009QT furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows Materials: 2'/2" and 3" (65 - 80mm) • (FDA approved) Epoxy coated cast iron unibody with bronze seats • Relief valve with stainless steel seat and trim • Bronze body ball valve test cocks Pressure / Temperature Series 009'/4" - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12 bar). Water temperature: 33°F - 180°F (0.5°C - 75°C). Sizes 2'/2" and 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12.1 bar) and water temperature at 110°F (43°C) continuous, 140°F (60°C) intermittent. Standards USC Manual 8th Editiont ASSE No. 1013 AWWA C511-92 CSA B64.4 IAPMO File No. 1563. tDoes not indicate approval status. See below for approved models. Approvals ASSE, AWWA, CSA, IAPMO Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. Approval models QT, AQT, PC, NRS, OSY. UL Classified 3/4" - 2" (20 - 50mm) (LF models only except 009M3LF) 21/2" and 3" (65 and 80mm) with OSY gate valves. MODEL for 909, 009 and 993 sizes DRAIN OUTLET in. mm in. DIMENSIONS A mm in. B mm WEIGHT lbs. kgs. 909AG-A '/4"-1/2" 009, '/s 13 23/8 60 3% 79 .625 .28 3/4" 009M2/M3 909AG-C 3/4"-1" 009/909, 1 25 31/4 83 4' 124 1.50 .68 1"-11/2" 009M2 909AG-F 11/4"-2" 009M1, 2 51 43 111 63/4 171 3.25 1.47 1'/4"-3" 009/909, 2" 009M2, 4"-6" 993 909AG-K 4"-6" 909, 3 76 63/3 162 95 243 6.25 2.83 8"-10" 909M1 909A6 -M 8"-10" 909 4 102 73 187 11'/4 394 15.50 7.03 909EL-A 1/4"-1/2" 009, 3/4" 009M2/M3 - - - - - - - - 909EL-C 3/4"-1" 009/909. - - 23 60 23 60 .38 .17 * 909EL-F 1'/4"-2" 009M1, - - 35/a 92 35 92 2 .91 11/4"-2" 009/909, 2" 009M2. 4"-6" 993 * 909EL-H 2'/2"-3" 009/909 - - - - - - - - Vertical A A B INC;ILL 1 B Dimensions and Weight: 1/4" - 2" (8 - 50mm) 009 Suffix HC — Fire Hydrant Fittings dimension 'A' = 25" (637mm) 009 1/4" — 2" SIZE (ON) in. mm in. A mm in. B mm in. DIMENSIONS C mm (APPROX.) D in. mm in. L mm in. STRAINER DIMENSIONS M mm N in. mm WEIGHT lbs. kg.s 1/4 8 10 250 45/8 117 33/8 86 11/4 32 51/2 140 23/8 60 21/2 64 5 2 3/8 10 10 250 48/8 117 33/8 86 11/4 32 512 140 2% 60 21/2 64 5 2 1/2 15 10 250 45/8 117 33/e 86 11/ 32 512 140 23/4 70 2'/4 57 5 2 3/4 20 10% 273 5 127 31/2 89 11/2 38 63/4 171 33/8 81 23/4 70 6 3 1 25 141/2 368 51/2 140 3 76 21/2 64 91/ 241 33/4 95 3 76 12 5 11/4 32 173/8 441 6 150 31/2 89 21/2 64 113/8 289 4%6 113 31/2 89 15 6 112 40 17'/8 454 6 150 312 89 21/2 64 111/8 283 4'/e 124 4 102 16 7 2 50 21% 543 73/4 197 412 114 31/4 83 1312 343 515/16 151 5 127 30 13 Dimensions and Weight: 2'/2" and 3" (65 and 80mm) 009 STRAINER SIZE in. mm DIMENSIONS (approx.) M N Nit mm in. mm in. mm WEIGHT lbs. kgs. 2'12 65 10 254 612 165 93/4 248 28 12.7 3 80 10%s 257 tClearance for servicing 7 178 10 254 34 15.4 Watts G-4000 Series QT — Ball Valves MODEL SIZE DN in. mm in. A mm in. C mm in. DIMENSIONS D mm (APPROX.) E in. mm in. L mm in. R mm in. U mm WEIGHT lbs. kgs. 009LF 21/2 65 — — — — 41/2 114 — — 18%8 460 — — 105/8 270 76 34.5 0090SY 21/2 65 331/4 845 15% 403 41/ 114 16% 416 181/8 460 73/4 197 105/8 270 166 75.3 009NRS 212 65 331/4 845 113/8 289 412 114 16% 416 181/8 460 7% 197 105/s 270 161 73.0 0090T 212 65 33'/4 845 6 152 41/2 114 163 416 181/8 460 73/4 197 105/e 270 150 68.0 009LF 3 80 — — — — 412 114 — — 18'/ 460 — — 105 270 76 34.5 0090SY 3 80 341/4 870 181/2 470 412 114 16% 422 18% 460 83/4 222 10% 270 198 89.8 009NRS 3 80 341/4 870 123/4 324 412 114 16% 422 181/8 460 83/4 222 105 270 191 86.6 0090T 3 80 341/4 870 7 178 412 114 165/8 422 181/8 460 83/4 222 105/s 270 158 71.7 Capacity Performance as established by an independent testing laboratory. Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) kPa psi 138 20 117 17 96 14 76 1 55 8 35 5 t/a" (8mm) 009QT AP 0 kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 .25 .60 .75 1.17 gpm .95 1.9 2.9 3 8 4.5 Ipm 3/4" (10mm) 009QT AP p kPa psi 172 25 138 20 103 15 • 69 10 35 5 AP p kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 02 AP 07.6 .25 .50 .75 1.25 1.50 2.5 3.1 gpm .95 1.9 2.9 3 8 4.8 5.7 9.4 11.8 Ipm f" (*5mm) 009QT 2.5 5 38 95 19 5 7.5 1.5 2.3 75 28.5 10 12.5 15 gpm 38 47.5 57 Ipm 15 fps 4.6 mps *3/4" (20mm) 009M3QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 0 6 10 14 18 22 26 30 34 38 42 46 gpm 23 38 53 68 84 99 114 129 144 160 175 Ipm 7.5 15 fps 2.3 4.6 mps 1 "*(25mm) 009M2QT 5 10 20 30 40 50 60 70 80 gpm 0 19 38 76 1 4 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps WWATrS® kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 /3/4" (32mm) 009M2QT 0 10 20 30 40 50 60 70 80 gpm AP 0 38 76 114 152 190 228 266 304 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 11/2" (40mm) 009M2QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 APO kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2" (50mm) 009M2QT APO kPa psi 172 25 138 20 103 15 69 10 35 5 0 00 20 40 60 80 100 120 140 160 180 200 gpm 76 152 228 304 380 456 532 608 684 760 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps Ph" (65mm) 009 1 25 50 75 100 125 150 175 200 225 250 gpm AP 0 05 10- 295 380 475 570 665 760 885 950 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP p 3" (80mm) 009 * 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm 95 190 285 380 475 570 665 760 855 950 104511401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps =9001-2008 CERTIFIED A Watts Water Technologies Company ES -009 1103 USA: No. Andover, MA • Tel. (978) 688-1811 • Fax: (978) 794-1848 • www.watts.com Canada: Burlington, ONT. • (905) 332-4090 • Fax: (905) 332-7068 • www.wattscanada.ca © 2011 Watts 08-01-2013 STEVE NELSON PO BOX 88028 TUKWILA WA 98138 City of Tukwila Jird Haggerton, Mayor Department of Community Development Jack Pace. Director RE: Permit No. PG13-026 SEGALE PROPERTIES 5811 SEGALE PARK DR C TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 09/08/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 09/08/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. PGI3-026 6300 Southcenter Boulevard, Suite ii 100 • Tukwila. Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 February 25, 2013 Steve Nelson Segale Properties LLC PO Box 88028 Tukwila WA 98138 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #1 Plumbing/Gas Piping Permit Application Number PG13-026 Segale Properties — 5811 Segale Park Dr C Dear Mr. Nelson, 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, Pkg hall cian encl File: PGI3-026 W:IPermit Center\Correction Letters12013IPG13-026 Correction Letter #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: February 25, 2013 Project Name: Segale Properties Permit # PG13-026 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. If the cold water supply to the espresso machine is connected directly, a backflow device would be required unless the unit has one internally integrated. Please provide the manufacturer's spec. sheets of the proposed backflow device with make and model and/or the espresso spec. sheets showing integrated backflow protection. 2. Please show what type of indirect waste receptacle is proposed and drain pipe with air gap for the espresso drain. Should there be questions concerning the above information please contact the Building Division at 206-431-3670. Page 2 of 2 PEWIT CO DC Ye • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG13-026 DATE: 02-28-13 PROJECT NAME: SEGALE PROPERTIES SITE ADDRESS: 5811 SEGALE PARK DR C Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Obe a EPARTMENT: adin' givlsion Public Works ❑ Fire Prevention Structural Planning Division n Permit Coordinator ea DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 03-05-13 Not Applicable 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: 04-02-13 Approved ❑ Approved with Conditions k Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 COORD COP' PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG13-026 DATE: 02/20/13 PROJECT NAME: SEGALE PROPERTIES SITE ADDRESS: 5811 SEGALE PARK DR C X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division 111 S N/4- Public Works im Fire Prevention Structural El Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete U' Comments: Incomplete ❑ DUE DATE: 02/21/13 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUESITHURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/21/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only • �,r� CORRECTION LETTER MAILED: 1J L(VS I2 J Departments issued corrections: Bldg 'ice Fire 0 Ping 0 PW 0 Staff Initials: City Tukwila � s BN iii i Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0240 /3 Plan Check/Permit Number: PG 13 -026 ❑ 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: Segale Properties Project Address: 5811 Segale Park Dr C Contact Person: •� d6CN\. Phone Number: ;(..)6, 896 XD// Summary of Revision: V -z.1. k 4s co TQ -r /-7 / /uc-r 079-C.LAy-aS L-Sc tn. V- e01e/ 1.4. 14- 54..4.1711 spe'c i 4(c c �i CSFB i)defed /v 0-1-e 5/g^✓vi 1 di 4 iv- 4-1-7 FILIAIVCU MY OF TUKWILA FEB 2 8 2013 PERMIT CENTER Sheet Number(s): "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 C:\Users\jennifer-m\Desktop\Revision Submittal Form.doc Revised: May 2011 Contractors or Tradespeople Peter Friendly Page • General/Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite/Apt. City State Zip County Business Type Parent Company SEGALE PROPERITIES LLC 2065752000 Po Box 88028 Tukwila WA 981382028 King Limited Liability Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602023533 Active SEGALPL902CQ Construction Contractor 2/18/2010 4/1/2014 General Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LAPIALP055MZ LA PIANTA LIMITED PARTNERSHIP Construction Contractor General Unused 7/9/1995 4/1/2001 Archived SEGALBP151M5 SEGALE BUSINESS PARK Construction Contractor General Unused 7/25/1985 7/9/1995 Archived LAPIAL*008J8 LA PIANTA LLC Construction Contractor General Unused 4/28/2000 4/1/2010 Inactive Business Owner Information Name Role Effective Date Expiration Date SEGALE, MARIOA Agent 02/18/2010 Amount SEGALE, MARIO A Partner/Member 02/18/2010 12DLS31006 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 SAFECO INS CO OF AM 6115146 02/18/2010 Until Cancelled $12,000.00 03/28/2002 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 Alaska National Insurance Co 12DLS31006 04/01/2012 04/01/2013 $1,000,000.00 03/30/2012 3 Alaska National Ins Co 11DLS31006 04/01/2011 04/01/2012 $1,000,000.00 03/29/2011 2 ALASKA NATIONAL INSURANCE COMP 10DLS31006 04/01/2010 04/01/2011 $1,000,000.00 03/31/2010 1 ALASKA NATIONAL INSURANCE COMP 09DLS31006 02/18/2010 04/01/2010 $1,000,000.00 03/31/2009 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 httns://fortress.wa.gov/lni/bbiD/Print.aspx 03/12/2013 VTR 3" FLEXIBLE DRAIN LINE FROM ESPRESSO MACHINE TO DRAIN VIA INDIRECT WASTE CONNECTION TO HUB DRAIN.. WC // OSANITARY RISER DIAGRAM SCALE: NONE CONNECT TO EXISTING 3" SANITARY SEWER RISER AT 2% SLDPE, C • REFERENCE BUILDING PERMIT+ D11-348 r 0 P1 DV REFER ESPRESSO P2 i FLOOR PLAN SEPARATE PERMIT REQUIRED FOR: 1�I Mechanical la Electrical 0 Plumbing 14 Gas Piping City of Tukwila LADING DIVISION ROOF ti,,r-4 'tin 001. SInoMI'ITIA'l/ JCNo P2 P1 2HWR 2ND FLOOR 2" CW CW 2 2" C W EXISTING 2" WATER SUPPLY 1?1Q-DV \)r CO/11-0t0 PCCAq /\rA--- V--1- (PC-,MTcY2- TAI4f(t/ ti•M'6c11/014 1 1.J EXISTING CIRC PUMP T EXISTING HOT WATER TANK FIRST FLOOR OHOT AND COLD WATER RISER DIAGRAM SCALE: NONE REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 6 2013 City of u ila BUILDING IS1ON PLUMBING FIXTURE SCHEDULE NO. FIXTURE MFR. TYPE AND MODEL NO. PIPE SIZES REMARKS TRAP WASTE VENT CW HW P1 KITCHEN SINK ELKAY ELR2221 — 2" 2" 1/2" 1/2" HANSGROHE SINGLE HANDLE FAUCETT P2 — 1-1/2" 1-1/2" 1/2" — INDIRECT DRAIN FOR ESPRESSO MACHINE• REVISIONS No changes shalt be made too the scope of work without prior app Tukwila Building Division submittal NOTE': { ieV S Orls will require a new p lan and may include additional plan review te:eS. FILE COPY i Permit No. f, ? r O Plan review approval is subject to errors and omissions. Apprc,val of construction documents does not auttrte tth v o!ation of any adopted code or ordinance.acknowledged: `Receipt of approY i‘: ': s , . 4 , 14 YMw owl d: City Of Tukwila BUILDING DIVISION CORRECTION PGI3-oz(0 RECEIVED CITY OF TUKWILA FEB 2 8 2013 PERMIT CENTER NH LL I .I 0 n 0 I Z a INDUSTRIAL * COMMERCIAL * AGRICULTURAL * NATURAL RESOURCES 0' aO r, co Na N - CO IJ_ O ap N 0, H? Q * LL U* LLJ Q = O J > E - Ln ~ Y * Q L() N o- O w 00 J 00 Z O = 0- Ln H - WWW.SEGALEPROPERTIES. COM PROJECT NUMBER: X DRAWING NUMBER SHEETI OF,1