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HomeMy WebLinkAboutPermit PG11-110 - VULCAN EMPVULCAN EMP 3314 S 116 ST PG11-11O City okukwila 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 Parcel No.: 1023049011 Address: 3314 S 116 ST TUKW Project Name: VULCAN EMP PLUMBING /GAS PIPING PERMIT Permit Number: Issue Date: Permit Expires On: PG11 -110 08/04/2011 01/31/2012 Owner: Name: APOLLO HOLDINGS LLC Address: 505 5TH AVE S #900 , SEATTLE WA 98104 Contact Person: Name: Address: Email: JEFF REINDEL PO BOX 1136 , MONROE WA 98272 NOT PROVIDED Contractor: Name: AMERICAN MECHANICAL CORP Address: PO BOX 1136 , MONROE WA 98272 -4136 Contractor License No: AMERIMC071BH Phone: 206 - 467 -6407 Phone: (206)467 -6407 Expiration Date: 01/10/2013 DESCRIPTION OF WORK: FURNISH AND INSTALL (1) ONE RPBP WATTS Series 009 FOR HUMIDIFIER WATER LINE. BUILDING ON WATER DISTRICT #125 WATER. 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 $800.00 $77.44 International Fuel Gas Code Edition: Uniform Plumbing Code Edition: 2009 2009 / Date: 0110 4 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 p construction or the performance of work on the back of this pe Signature: e to give authority to violate or cancel the provisions of any other state or local laws regulating • am authorized to sign and obtain this plumbing /gas piping permit and agree to the conditions Print Name: M CIo CA - -© \) A Date: 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 11 -110 Printed: 08 -04 -2011 PERMIT CONDITIONS Permit No. PG 1 1-1 10 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: RPPA SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 15: COPY OF THE BACKFLOW TEST REPORT SHALL BE FORWARDED TO MARK PARSONS, WATER DISTRICT # 125, 3460 S 148th STRRET, SUITE #110, TUKVVILA, WA 98168, PHONE (206)242 -9547. 16: THE SUBJECT BACKFLOW SHALL HAVE AN ANNUAL TEST PERFORMED BY A CERTIFIED TESTER AT OWNERS EXPENSE, AND COPIES OF TEST RESULTS SHALL BE PROVIDED TO WD #125. doc: UPC -4/10 PG 11 -110 Printed: 08 -04 -2011 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.Q0V Project No. For e 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 j� King Co Assessor's Tax No.: \' Lac \�i '\\ Site AddressT�-� \��—',c�°� \� \ \\ Tenant Name �!� \ \ ) New Tenant: Suite Number: Floor: Property Owners Name` Aft Mailing Address: ❑ Yes .No City State Zip CONTACT PERSON — Who do we contact hen your permu: ready to be issued Name: Mailing Address: Day Telephone: E -Mail Address: City State Zip Fax Number: PLUMBING / GAS PIPING CONTRACTOR INFORMATION Company Company Name` 1 Mailing Address: c — Contact PersonQ E -Mail Address: l \ Contractor Registration Number \�aA Expiration Date:0\ s AACA City Day Telephon Fax Number: State Zip ARCHITECT OF RECORD Company Name: Mailing Address: All plans must be stamped by Architect of Record City Contact Person: Day Telephone: Fax Number: E -Mail Address: State Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip H: \Applications\Porms- Applications On Line \2010 Applications \7 -2010 - Plumbing -Gas Piping Permit Application.doc Revised: 7 -2010 bh Page 1 of Valuation of Project (contractor's bid price): $IC:\C Z Score of Work (please t4ovide detailed inform ' ) on Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty < Fixture Type: Qty or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system - per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets/outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets 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 HERE 1 Y CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY 1 F PERJURY BY TH i LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. \ '� BUILD 'V ii ' N_,R 1 ' AUT i; !t AGENT: Signat -. ; �A�Iprioni\`n;•z` Print Name: Mailing Addres Day Telephol ►� N City DateZ74-V\ \ State Zip 1/14 Date Application Accepted: -1 _y' Date Application Expires: Staff Initials: H. \ Applications Worms-Applications On Line\2010 Applications \7 -2010 - Plumbing -Gas Piping Permit Application.doc Revised: 7 -2010 bh Page 2 of 2 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 1023049011 Address: 3314 S 116 ST TUKW Suite No: Applicant: EMP RECEIPT Permit Number: PG11 -110 Status: PENDING Applied Date: 07/21/2011 Issue Date: Receipt No.: R11 -01528 Payment Amount: $77.44 Initials: WER Payment Date: 07/21/2011 07:36 AM User ID: 1655 Balance: $0.00 Payee: JEFF REINDEL TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 021881 ACCOUNT ITEM LIST: Description 77.44 Account Code Current Pmts PLAN CHECK - NONRES PLUMBING - NONRES 000.345.830 15.49 000.322.103.00.00 61.95 Total: $77.44 doc: Receipt -06 Printed: 07 -21 -2011 `� INSPECTION RECORD etain a copy with permit INSPECTION NO. ' P6ti PERMIT N0. 'a' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 • . (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 - Projeyti, ( E. avl p Ty of 7Pe on. . p L., �� • Addre s: 1 A 44 j9 ; /a. • Date Called: Spec • Instructions: Date Wanted:. :..{ 0 I, r p m Requester: Phone No: ' Approved per applicable codes. E Corrections required prior to approval. COMMENTS: vre • •4 • { • (J ❑ REINSPECTION FEE REQ9IRED. Prior to next inspection. feb must be : ` ; • paid at 6300 Southcenter,Blvd., Suite 100. Call to schedule,reinspection. - INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 12.(206) 431 -36 Permit Inspection Request Line (206) 431 -2451 If)6(( - tID ProiecL ` ( _ + E llVVrrII ,v � Type gf-I speft� n� "'� r , N� 1 `1 ' S s -1� f- Date Callg* j...k� 1 n q .- / Special Instructions: Date Wanted: fr._ s I( -- m. P• Requester: Phone Nqt , 2? j — 5E03 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4) o f OtJ a . I ( ,,i1L, -T.-.-..../J e) o.2Q_ !3 N 6 , z. t&J J t 4. .JtAt— g 4 --,prJ -e is a T,k 1 „.3 L-cf---r. ` , \ 1'.. ' -' L`^ r. , .J Re LAi s . 1 ...--- ,, Inspectot: 'Date: n REINSPECTION FEE REQU . Prior to next inspection, fee must be paid at 6300 Southcentellvd., Suite 100. Call to schedule reinspection. • 1, INSPECTION RECORD ,pr Retain a copy with permit ()WHO � 1 H O q� INSPECTION NO. PE�MIT NO. 0U.), CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 roje t: Type of Inspe on: ,, ' A ,� Q`, Add ess: r sol Si Date Called: 6 Special Instructions: L9 .2 3 Q /a.mT� Date Wanted: 8(s/11 (e .. Request • AAA PhOtQ)- '41"1901 5- Ltd LI Approved per applicable codes. COMMENTS: • i E3Corrections required prior to approval. '' VIM a Inspector: v S Date: OM ' ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • .F i .t • 1 4254894079 American Mechanical Job Name Job Location Eng ineer Approval For Health Hazard Applications REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 8 2011 Contractor Approval L/5:11:16 U-1-U11 1 /4 ES-009 r�- Contractor's P.O. No 'r „i Representative Series 009 Reduced Pressure 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 modular design facilitates easy maintenance and assembly access. Sizes 1/4' - 1' (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' (B - 50mm) • Fused epoxy coated cast iron body 2' and 3' (85 and 80mm) • Ball valve test cocks — screwdriver slotted' /: - 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 Edition+; 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 R models. City of Tukwila �. r ION SJI!- ! a.. a 1.;�. 1/2” (15mm) 0090T Test Cock No 3 Ball pe Test Test Cock No. 2 2" (50mm) 009M2QTHC Test Cock No. 4 First Check Module Assembly R.P. Zone Relief Valve Assembly Second Check Module Assembly Water Outlet Now Available. ` WattsBOX Insulated EnCloswues.- • . For more information, send for literature ES -W8. IMPORTANT: INQWREWITHGOVNWINGAUTHOMTIES FOR LOCAL INSTALLATION REOUIREMEN15 RECEIVED 2a '. ECEIVED JUL 21,2011 JUL 21 2011 TUKWILA PERMIT CENTER PUBLIC WOR S please contact Watts products Watts ore in U.S. ice. Watts ary units and matte are change mare and are oduct design, for reference only. Far aeon , o mates i 1WAm • reserves the right to change a madly product design, construction, specifications, or materials with- out prior notice end without insuring any obli nmke such lest madflcederrs on Walls products previously or aubsequmly add 110 RECEIVED 07- 21 -'11 07:27 FROM- 4254894079 TO- publicworks /dcd P001/004 4254894079 American Mechanical 08:21:46 07 -21 -2011 2 /4 Available Models: 1/4" - 2" (8 - 50mm) Suffix: QT - S- LF- AQT - PC - LH- SH - HC - Prefix: C - quarter -turn ball valves bronze strainer without shutoff valves &bow fittings for 360° rotation 3/4" - 2' (20 - 50mm) only internal Polymer Coating locking handle ball valves (open position) stainless steel ball valve handles 2W inlet/outlet fire hydrant fitting (2" valve) clean and check strainer 3/4' - 1' (20 - 25mm) only U - union connections (see ES-U009) Available Models: 21/2r' - 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 , commended. When Installing a drain Tine. an air gap is necessary (see ES -AG). Materials: 1/4" - 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 (' /" - 2'( 15 - 50mm)). Series 0090T furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows Materials: 21/2" 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 W - 2' (20 - 50mm) (LF models only except 009M3LF) 21/2" and 3' (65 and 80mm) with OSY gate valves. nO0E1 for 909, 009 and 993 Sizes GRAIN OUTLET In. mm in. ule1LrsloNS A mm In. 6 mm WEICHI Ea Aga 909AG -A 'W W' 009, 'k 13 21 80 3% 79 .625 .28 W 009M2/M3 909A6-C 1/4' -1" 009/909, 1 25 3'% 83 41 124 1.50 .68 1"-1W 009M2 909A0-F 11/4" -2" 009M1, 2 51 41/4 111 6% 171 3.25 1.47 1'W -3" 009/909, 2° 009M2, 4 " -6" 993 909AG -K 4 "-6" 909. 3 76 61/4 162 9% 243 6.25 2.83 8" -10" 909M1 909AG -M 8 " -10" 909 4 102 71/4 187 11% 394 15.50 7.03 909EL -A W-W 009, 1/4" 009M2/M3 - - - - - - - - 909EL -C % " -1" 009/909. - - - 21/4 60 21/4 60 .38 .17 ' 909EL -F 1W' -2" 009M1, - - 3%r 92 3% 92 2 .91 11/4" -2" 009/909, 2" 009M2 4 ° -6" 993 ' 909EL -H 2W -3" 009/909 - - - - - - - - Vertical . RECEIVED 07- 21 -'11 07:27 FROM- 4254894079 TO- publicworks /dcd P002/004 4254894079 American Mechanical 08:22:04 07 -21 -2011 3/4 Dimensions and Weight: 1/4" - 2 "- (8 - 50mm) 009 Suffix HC — Fire Hydrant Fittings dimension A'. 26' (637mm) 009 'I4 - 2° SIZE (DW in min in A mm In 8 mm M. nromslnrs C mm {APPROX.) 0 In mm in 1 mm in STRAINER IIP1ENSIONS M mm N in mm LI1FIf,14T rbs. qe ''A 8 10 250 4% 117 3% 86 11/4 32 51 140 2% 60 21/2 64 5 2 % 10 10 250 4%s 117 3% 86 11/4 32 51/2 140 236 60 21/2 64 5 2 1/2 15 10 250 4% 117 3% 86 11/4 32 51 140 2% 70 21/4 57 5 2 % 20 10% 273 5 127 31/2 89 11 38 63A 171 3%s 81 2%4 70 6 3 1 25 14'h 368 51/2 140 3 76 21/2 64 91/2 241 3%4 95 3 76 12 5 1'4 32 17316 441 6 150 31 89 211 64 11% 289 47/s 113 31/2 89 15 6 11/2 40 171/2 454 6 150 31/2 89 21/2 64 111/2 283 41/2 124 4 102 16 7 2 50 21% 543 7% 197 41/2 114 31/4 83 131 343 515/ie 151 5 127 30 13 Dimensions and Weight 2W and 3" (65 and 80mm) 009 STRAINER SIZE M. mm e!rrr:NSIOi S tappio 1 M N Nit !n. mm In mm kt mm WOW Mn. kgs. 211 65 10 254 61 165 93A 248 28 12.7 3 80 10'% 257 7 178 10 254 tClearance for servicing 34 15.4 Watts G-4000 Series QT - Ball Valves moor!. slit UN in A nrm IA. C mm DIL1ENSIONS 0 in. mm IAPPROX. E in. mm I R in. mm WI-1641 ID9 kgs !ilr.. r — — — — 'r 114 — — :Z I — — tI'te1. � .: I � VMMIII - • r �: scr I io��sr I I ri .. 009N9S 211 65 33'/4 845 1136 289 4'h 114 1636 416 18'x6 460 73/4 197 10516 270 181 73.0 0090T 21/4 65 331/4 845 6 152 41/4 114 163/4 416 181/2 460 73/4 197 10% 270 150 68.0 0091.E 3 80 — — — — 4'h 114 — — 18'4 460 — — 10% 270 76 34.5 111:,05Y .1 4 1 18' 47 r 41 4� 16. 4 :'4: I 4 ,ice 15,: I .; 43 111: i _ I 80 _ 1 [iYSIL'1 : a. 't 1 is . 1 . 0090T 3 80 341/4 870 7 178 41 114 16% 422 181/2 460 83/4 222 10% 270 158 71.7 RECEIVED 07- 21 -'11 07:27 FROM- 4254894079 TO- publicworks /dcd P003/004 4254894079 American Mechanical 08:22:34 07 -21 -2011 4 l4 Capacity Performance as established by an independent testing laboratory. *Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) kpa psi %" (8mm) 009QT 138 20 117 17 96 14 76 1 55 8 35 5 AP 0 95 kPa psi 138 20 117 17 98 14 76 11 55 8 35 5 .60 .75 1.17 gpm 1 9 2.9 3 8 4.5 Ipm 3" (10mm) 009QT 0 .25 .50 .75 1 1.25 1.50 2.5 3.1 gpm AP 0 .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 Ipm 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 8 0 0 h" (1,5mm) O090T 2.5 5 7.5 10 12.5 15 gpm 3 8 9 5 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps *'/4" (?Omm) 009M3QT ■■■■■■11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■ ■■II ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■► ■ ■ ■ ■ ■ ■Iu ■■■■ ■ ■■ ■ ■ ■ ■■ ■/i■ ■ ■ ■■■ ■I ■■■■ ■ ■ ■ ■ •■ ■101Mi11■ ■ •■ ■ ■ ■le•■■■■II!i/■■ ■■■■ FAME= 11■ ■■■■■■■■ ■ ■ ■ ■■■■ ■ ■ ■ ■ ■ ■Iu ■■■■ ■ ■■■■ ■■■■■■■ ■ ■ ■ ■ ■ ■I ■ ■■ ■ ■ ■ ■■■ ■ ■ ■■■■■ MEN EM= ■■■ ■ ■ ■■ •■ ■■ ■1•■•• 0 2 6 10 14 18 22 28 30 34 38 42 46 m AP gp 0 7.8 23 38 53 88 84 99 114 129 144 180175 Ipm 7.5 15 fps 2.3 4.6 mps 1 "+(2Smm) 009M20T kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 0 5 10 20 30 40 0 19 38 76 1 4 152 7.5 15 2.3 4.6 WWATrS 50 190 60 70 80 228 266 304 Ipm fps nips kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 APa 11/4" (32mm) OO9M2QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP O 10 20 30 40 50 38 76 1 4 152 190 b 7.5 10 1.5 2.3 3.0 14fi" (4Oinm) 009M2QT 60 228 70 80 gpm 268 304 Ipm 15 4.6 mps • a kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 38 76 1 4 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2" (50mm) 0119M2QT • 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 nips 2t■1" (65mm) 009 AP kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 0 25 05 50 10- 75 295 5 1.5 100 125 150 380 475 570 7.5 10 2.3 3.0 175 200 665 760 3" (BOmm) 009 225 250 gpm 885 950 Ipm 15 fps 4.6 nips 7■ 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm AP 0 95 190 285 380 475 570 685 760 855 950 104511401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps ISO ltd . -4:1 /1.11 i MW 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. • (906) 332 -4090 • Fax (906) 332 -7068 • www.wattscanada.ca 45 2011 Watts RECEIVED 07- 21 -'11 07:27 FROM- 4254894079 TO- publicworks /dcd P004/004 k_B AH-2 1-9117. 1- /7 // // FOR DUCT SIZING 1 ,11 11 EXPO SPIRAL j DUCTWORK 11 1 4 P 61. 3FP ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: NAh ft-1141'4 01-11 -/--0 :14.1":„.7.7=7.7.272.71:7 137.1' CDDUC.Tr_E„LEVATION uw , \ OSA INTAKE HOOD CURB LEVELING & 26(20 DUCT ROOFING BY OTHERS Wy2'LINER ECONOMIZER ..,,,_ ; Jit 11,--...-_—__L_L• i , I • it13._ .2 Li 20X20 DUCT 1 i U —1■,//21-LINE IA DAMPERS :: EC 1,11111 jk,. III 20X20 BUCJ FOR LEAD LAG SWTICHING OF AH-1&2 20X20 SOF RETURN GRILLE C)NTAKE HOOD/ECONOMIZER DETAIL r-Er RELIEF HOOD CURB LEVELING & ROOFING BY OTHERS .—..„`ORECIEP-DAMPER--if---- MODULATE W/ ECONOMIZER OPERATION SEPARATE.: F REQU1RJD 1419, man-, 0. 20 DUCT UP TO RtIF INTAM_H130D ra.2 1114111 ji Dowiti• 1:10111 r/M,1 20x18 INIEr 20X20 DUCT 3rR UP TO RcLIEF HOOD UCT DOWN THROUGH 1 XO AULT LID PL61 6-7c-x6r1.-4,1 tAdi Wko.'„ • •1;0;;;:;i:,11; yAu..• EXPOSED SPIRAL 7K!h.1 DUE-WORK :•P 'JAI!' -1 2r,../00 PRO'f') MeChanictii1 Electrica Plumbing rig Gas Piptng City of Tukwila i BfOl_DING DivIstort 1 1 . _ 2uXE0 50F RETURN GRILLE i ELIEF HOOD DETAIL r-a• A 1 SCREENED -• DUCT UP TO EF-1 INTER&ICK MOTORIZED DAMPER OPEN W/OCCUPANCY SECSOR POWER B' EC 8'0 UP THROUGH ROOF cu LMP I Permit Pier mks*/ approvilis suOjeitio-errori and ()Megrim. tipprovstof construction dcuinents doss not_auttlorts it;lc_v:olaiibil of any::;.:4;c4::s o#ance, Receipt aPPrOVOil Add miaurowlected: * 1 'I 1.1 I 11=12g204 OPENING'iffi UP THROUGH ROOF 4' BVENT UP THROUGH ROOF I . i I .1. • • . y, li,: V 'I:' I , r L REVISlONS ISIciehanges 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. City Of Rlla BUILDING DIVISION • OurMAI.N LEVEL HVAC PLAN 'P6 L1 "IW 110 EC E1VED JUL 2 1 2011 TCENTER L—• PLOT DAlt 3/1520 1 1:1 DEMON DEVELOPMENT •COOR00141109! 3.9.11 PERMIT ammummem AB BUILT Ci\Users\grarem\DoeumenteVabs\EUP Vault\2011-02-24 Vulcan DAP Vault Prelim Permit\CER—HDE.dwg FLOOR PLAN] SCA.LE: AS NOTED M P 1 Y. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG11 -110 DATE: 07 -21 -11 PROJECT NAME: VULCAN EMP SITE ADDRESS: 3314 S 116 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Workr sN v Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -26 -11 Complete 14 Incomplete ❑ Comments: 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 qj Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 08-23-11 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople titer Friendly Page 1 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 AMERICAN MECHANICAL CORP UBI No. 601433818 Phone 2064676407 Status Active Address Po Box 1136 License No. AMERIMC071 BH Suite /Apt. License Type Construction Contractor City Monroe Effective Date 1/8/1993 State WA Expiration Date 1/10/2013 Zip 982724136 Suspend Date County Snohomish Specialty 1 Plumbing Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date KING, KELLY EDWARD President 12/07/2010 Amount KING, CHERI L President 01/08/1993 12/07/2010 KING, KELLY EDWARD Treasurer 01/08/1993 12/07/2010 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 3 OLD REPUBLIC SURETY CO YLI230431 01/08/2002 Until Cancelled $6,000.00 10/11/2001 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 13 Continental Western Ins Co CWP2660790 01/08/2009 01/08/2012 $1,000,000.00 12/14/2010 12 0010 CAS INS BH053278338 01/08/2006 01/08/2009 $1,000,000.00 03/10/2006 11 FEDERATED SERVICE INS CO 9800988 01/08/2006 01/08/2007 $1,000,000.00 02/21/2006 10 FEDERATED SERVICE INS CO 367264 01/08/2006 01/08/2007 $1,000,000.00 01/06/2006 9 HARTFORD CASUALTY INS 52SBAPP9651 01/08/2005 01/08/2006 $1,000,000.00 12/15/2004 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 https: // fortress .wa.gov /lni/bbip/Print.aspx 08/04/2011