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Home My WebLink AboutPermit PG11-167 - KING COUNTY HOUSING AUTHORITYKING COUNTY HOUSING AUTHORITY 700 ANDOVER PK W PG1 1 -167 City o*Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov PLUMBING /GAS PIPING PERMIT Parcel No.: 2623049124 Address: 700 ANDOVER PK W TUKW Project Name: KING COUNTY HOUSING AUTHORITY Permit Number: PG11 -167 Issue Date: 12/27/2011 Permit Expires On: 06/24/2012 Owner: Name: KC HOUSING AUTH Address: 600 ANDOVER PARK W , SEATTLE WA 98188 Contact Person: Name: JOHN BATSTONE Address: ANDOVER PK W , TUKWILA WA 98188 Email: JOHNB @KCHA.ORG Contractor: Name: C D K CONST SERVICES INC Address: PO BOX 1767 , DUVALL, WA 98019 Contractor License No: CDKCOSI066MA Phone: 206 - 225 -4549 Phone: Expiration Date: 10/08/2013 DESCRIPTION OF WORK: REMOVE ALL EXISTING GAS PIPING. PROVIDE NEW STAFF AND PUBLIC RESTROOMS TO MEET B OCCUPANCY REQUIREMENTS. Value of Plumbing /Gas Piping: $52,000.00 Uniform Plumbing Code Edition: 2009 Fees Collected: $649.69 International Fuel Gas Code Edition: 2009 Electrical Service Provided by: Permit Center Authorized Signature: L . )4,2 i - , Date: 1)--)-77-- 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. Signa �, �o , go j �,, Print Name:if- tA.(ity FC�f`�t5‘ -^ 6 ` i'� `0' ` 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. Date: 1 Z/ q/ doc: UPC -4/10 PG 11 -167 Printed: 12 -27 -2011 • • PERMIT CONDITIONS Permit No. PG11 -167 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: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures and fittings in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency and Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 12: 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. 13: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. doc: UPC -4/10 PG 11 -167 Printed: 12 -27 -2011 • CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httri://www.TukwilaWA.00v • Plumbing/Gas Permit No. ?Co 1 1 — E �D 7 Project No. (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.: 2623049124 Site Address: 700 Andover Park West Tenant Name: King County Housing Authority Suite Number: NA Property Owners Name: King County Housing Authority Mailing Address: 600 Andover Park West Floor: NA New Tenant: m Yes ❑..No Tukwila WA 98188 City State Zip'' CONTACT PERSON — WBo do we contact when your permit is ready to be issued Name: John Batstone Mailing Address: 600 Andover Park West E -Mail Address: JohnB @kcha.org Day Telephone: Tukwila City Fax Number: (206) 225 -4549 WA State 98188 Zip PLUMBING./ GAS PIPING CON�'11ACTOR INFORMATION .ti Company Name: Contract not yet awarded Mailing Address: City Contact Person: E -Mail Address: Contractor Registration Number: State Zip Day Telephone: Fax Number: Expiration Date: • ARCHITECT OF RECORD = All plans must be stamped by Architect of Record Company Name: Rice Fergus Miller Mailing Address: 275 - 5th Street Contact Person: Greg Belding E -Mail Address: gbelding @rfmarch.com Bremerton WA City State Day Telephone: (360) 362 -1429 98337 Zip Fax Number: ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Coughlin Porter Lundeen Mailing Address: 413 Pine Street Contact Person: Chris Duval Seattle WA 98101 E -Mail Address: chrisd @cplinc.com City State Zip Day Telephone: (206) 343 -0460 Fax Number: H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Plumbing -Gas Piping Permit Application.doc Revised: 7 -2010 bb Page 1 of 2 Valuation of Project (contractor's bid price): $ 52,000 Scope of Work (please provide detailed information): restrooms to meet B occupancy requirements. Remove all existing gas piping. Provide new staff and public Building Use (per Int'I Building Code): B-Office Occupancy (per Int'I Building Code): 435 Utility Purveyor: Water: Tukwila Sewer: Tukwila 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 Bathtub or combination bath /shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain 2', Drinking fountain or water cooler (per head) 2 Food -waste grinder, commercial 1.� Floor Drain 2.� Shower, single head trap 2 Lavatory 8.1 Wash fountain Receptor, indirect waste Sinks 21 Urinals 21 Water Closet 11 Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and /or vent , r 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 1 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 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER `0HQRIZED A ENT: Signature: �(J�(Jvv., Date: 10/26/2011 Print Name: John Batstone Day Telephone: (206) 225 4549 Mailing Address: 625 Andover Park West Suite #107 Tukwila WA 98188 City State Zip IDate Application Accepted: 14)-'"1"-1,1 Date Application Expires: Applications\Fonns- Applications On Line 2010 ApplicationSJ 2010 - Plumbing -Gas Piping Pennil Applicalion.doc Revised: 7-2010 bh Staff Initials: b` Page 2 o 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.: 2623049124 Permit Number: PG11 -167 Address: 700 ANDOVER PK W TUKW Status: APPROVED Suite No: Applied Date: 10/31/2011 Applicant: KING COUNTY HOUSING AUTHORITY Issue Date: Receipt No.: R11 -02786 Payment Amount: $444.68 Initials: WER Payment Date: 12/27/2011 10:14 AM User ID: 1655 Balance: $0.00 Payee: KING COUNTY HOUSING AUTHORITY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 222105 444.68 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.00 444.68 Total: $444.68 doc: Receiot -06 Printed: 12 -27 -2011 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 ParcelNo.: 2623049124 Permit Number: PG11 -167 Address: 700 ANDOVER PK W TUKW Status: PENDING Suite No: Applied Date: 10/31/2011 Applicant: KING COUNTY HOUSING AUTHORITY Issue Date: Receipt No.: RI 1 -02375 Payment Amount: $75.07 Initials: WER Payment Date: 10/31/2011 02:02 PM User ID: 1655 Balance: $444.68 Payee: KING COUNTY HOUSING AUTHORITY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 220905 75.07 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.00 75.07 Total: $75.07 doc: Receiot -06 Printed: 10 -31 -2011 • • 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 ParcelNo.: 2623049124 Permit Number: PG11 -167 Address: 700 ANDOVER PK W TUKW Status: PENDING Suite No: Applied Date: 10/31/2011 Applicant: KING COUNTY HOUSING AUTHORITY Issue Date: Receipt No.: RI 1 -02374 Initials: WER User ID: 1655 Payment Amount: $129.94 Payment Date: 10/31/2011 02:01 PM Balance: $519.75 Payee: KING COUNTY HOUSING AUTHORITY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 220905 129.94 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 129.94 Total: $129.94 doc: Receiot -06 Printed: 10 -31 -2011 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. OF TUKWILA BUILDING DIVI'S�IO 6300 Southcenter Blvd., #100, Tukwila. WA 98188 -'� 206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 F&i 1(4 Project: k_c_wA Type 9kInspectio A , Add:ci9 :0 6 410,0 J j V f , , �/ / Date Called: • Special Instructions: 1 Date Wanted'-7 " J _ + a — .: Requester: Phone No: • Approved per applicable codes. ElCorrections required prior to•approval. COMMENTS: P-ulk 4,4 REINSPECTION FEE REQUIRED. i'rior to next inspection: fie must':be,: .•••; paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection..= • INSPECTION RECORD Reftain 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 fb‘tt— 147 Project: / A Type q�lr�sAcA� 44 Address: 7 0 p ANDDUIf AJ Date Called: . Special Instructions: Date Wanted:` a _ I �,,,m4. Requester: Phone No: ' E1Approved per applicable codes. orrections required prior to approval. . COMMENTS: f-Eiw4e r e s o ()AA `. Inspector: Date` � _.. s. . REINSPECTION FEE REQU RED.Brioil to next inspection ;fee`rnustilie . paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reittspettioli. INSPECT NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Fz (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: G `, • �{ A 53 0 c1 n kite/ Type Inspect'on: ¥ ) Nom., ( ,D14.i ; j) Addres : A46 0 \il. Date Cal a Special Instructions: Date Wanted: , ,— Requester: Phone No: -125 - 2,31 ` 1443 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: tt Asp a✓ P 53 0 c1 n kite/ car vu A- s 'pi: ¥ ) Nom., ( ,D14.i ; j) ,15 . _...� , ' 6.J S -r.. e--d , ! Al ' kTo c_.J� - in-g s — °A.. -. a Inspector: Dater n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • 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: KIM 60 (toit1C14 tAdt tcory_ Type of Inspection: (nRmtitt 1.001't Address: loo 01-40WFR P le (4J Date Called: Special Instructions: Date :Wanted: . 2 — r3 - /2 p.m. Requester: Phone No: 2Z0- (..138-774114 Approved per applicable codes. tCorrections required prior to approval. COMMENTS: I tFISPECTION FEE REbUIRED. Pri /'to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 2, INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 . (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 P611 --to Projgct;,c, 14.4 TYPe of "l 6ti J:, V1/4.16 P Address: Gov AkbpdUer A/ Date Called: Special Instructions: Date Wanted:. a'" "�.. to -t? p.m. m. Requester: Phone No 2...-aCtle. 3csiri ---)449 ElApproved per applicable codes. orrections required prior to approval. COMMENTS: u' t/ L _` .5..T f 6A r i iit I F -el"-- .• 1-,J M i- ( D -. (( Gpr&JA oat r r% rd It n[_(' `7---- �-v r' ri .3 f . (L /VJ f b< ITI J I -S !1i u: P. .,A.. ., A \.1\ jinspeytor: � n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectiott. ratezz - 1 n • at INSPECTION NO. INSPECTION RECORD Retain a copy with permit P6 / / -/i. 7 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: i /AZ ("Pm/7e/ /i' ),S' /,,/ Type of Inspection: G 43 om /4)e'Jc z Address: 700 4A' 14f2 r'k, e/ Date Called: t...• e " Special Instructions: A A./c/ u A Date Wanted:. _ /.Z ( a.m. m. Requester: Phone No: 0.244 -387- 74/' EjApproved per applicable codes. OCorrections required prior to approval. Z. COMMENTS: p A 77) z)111,/+lS in , n17 1,,..5 t...• e " ID0Rr4,1‘.1 A A./c/ u A * , /'J#( Date: -2- 3 -0 ,-- - INSPECTION FEE REQUIRE Prior text inspection. fee must be paid at 6300 Southcenter Blvd., Suite 10 Call to schedule reinspectioh. �-e Co p `/ DRAWING NUMBER S2699 INST SMITH® JAY R. SMITH MFG. CO.® DIVISION OF SMITH INDUSTRIES, INC. CUSTOMER DRIVEN POST OFFICE BOX 3237 MONTGOMERY. ALABAMA 36109-0237 (USA) TEL: 334- 277.8520 FAX 334- 272 -7398 www.jrsmith.com LOCATION ATTENTION INSTALLER: After Installation, Please Leave This Instruction Sheet For Occupant's Information. to 1 W c'f a APPROVED BY: in m m W Z 1- z WE CAN ASSUME NO RESPONSIBILITY FOR USE OF SUPERSEDED OR VOID DATA DIMENSIONS ARE SUBJECT TO MANUFACTURERS TOLERANCE AND CHANGE WITHOUT NOTICE INSTRUCTIONS FOR INSTALLING 2699 WATER SAVING TRAP PRIMER INSTALLATION The 2699 Trap Primer should be connected to the cold line only. For effective priming it should never be connected to a dual hot and cold combination faucet unless the minimum flow on the cold demand exceeds the amount listed on the chart at various operating pressures. See Chart A. Do not install on a cold line serving a drinking fountain only. These devices should be installed in the horizontal position, as shown, on the supply line leading to a frequenty used fixture. Before installing 2699, be sure to flush out the line to remove dirt and scale which might lodge on the valve seat and disc. Device should be installed a minimum of 12" (305) above the trap and should be accessible for servicing. Maximum supply pressure 125 psi. Note: For supply pressures below 20 psi consult factory. Note: The Data & Instruction on this sheet is also appliable to fig. nos. 2699 -NYC & 2699 -1 -NYC. ... HOW IT WORKS Smith Fig. No. 2699 is a unique design which assures delivery of water to the trap to assure against evaporation of the water seal. Fig. No. 2699 operates by the water flow acting against the main reaction disc (1), which forces the reaction disc in the upward position and removes the trap disc (2) from the plastic trap seat (3). A spurt of water is then delivered to the trap. However, with increased flow, the main reaction disc continues to lift and seals off the closing ring (4) to stop flow to the trap. When the flow through the valve is stopped, the trap disc (2) is returned to the closed position, and in the process, delivers a spurt of water to the trap before closing off. The importance of this design is that a complete flow cycle through the valve from open to close will actuate the primer twice with two definite pulses; once on opening and once on closing, thus providing a tremendous water savings over competitive modes. Fig. No. 2699 is furnished with Fig. No. 2699 -1 is furnished T female inlet and outlet connections. ) union sweat connections. LIMITED WARRANTY: The Company warrants each product against defects in material and workmanship for a period of one year from the date of original shipment. In the event of such defects within the warranty period, the Company will, at its option, replace or recondition the product without charge. This shall constitute the exclusive remedy for breach of warranty, and the installation, damages or other costs resulting from labor charges, delays, vandalism, negligence, fouling caused by foreign material, damage from adverse air conditions, chemicals, or any other circumstances over which the Company has no control. This warranty shall be invalidated by and abuse, misuse, misapplication of improper installation of the product. THE COMPANY MAKES NO OTHER WARRANTIES EXPRESS OF IMPLIED EXCEPT AS PROVIDED IN THIS LIMITED WARRANTY. CHART A Inlet Pressure 25 50 75 100 125 *GPM 1.1 1.6 2.0 2.3 2.4 'Minimum cold flow required for proper trap priming. Trap Disc (2) NV" Supply !11 To Fixture rlie&w` 1LM ANL MOM Reaction Disc (1) Trap Seat (3) D C B Annual inspection of all water system safety and control valves is required and necessary. Regular inspection, testing and cleaning assures max - imumlife and proper product fuction. No. 2699 12" MIN (305) TYPICAL INSTALLATIONS , =� { Closing Disc (4) To rap ua.d =TOM 04 -17 -03 Modified Text 07 -19 -01 Added Notes & Dimension 01 -01 -01 Added Note JJ CL RN SJM RN McD REV. 1 DATE DESCRIPTION BY CKD. BY kw is DING Di'liS+C,�` P61I-t 7 WEIGHT VOLUME corerPOUREDSlielkanammo FEET 2911 FIGURE NUMBER 2699 INST PIEBINPROENTER J DRAWING NUMBER 0, ca N SMITH® JAY R. ° SMITH MFG. CO.® CUSTOMER DRIVEN DIVISION OF SMITH INDUSTRIES, INC. POST OFFICE 90X 3237 MONTGOMERY, ALABAMA 38109-0237 (USA) TEL: 334-277-8520 FAX: 334-272 -7398 www.Jramith.com w Q W w z 0 ui Z U rn APPROVED BY 2699,2699 -1 WE CAN ASSUME NO RESPONSIBILITY FOR USE OF SUPERSEDED OR VOID DATA DIMENSIONS ARE SUBJECT TO MANUFACTURERS TOLERANCE AND CHANGE WITHOUT NOTICE LOCATION TRAP PRIMERS AUTOMATIC TRAP PRIMER FUNCTION: Used where trapped drains are installed in locations used infrequently or other conditions might permit water seal to evaporate, allowing sewer gas or objectionable and contaminating odors to escape through drain. A trap primer is recommended to compensate for evaporation while providing a water seal in the trap at all times. 1/2 (13) 3 76) Anti - Siphon Ports {► I 1/2 (13) Fig. 2699 1/2" (13) NPT Female REGULARLY FURNISHED: Cast Bronze with 1/2" (13) Connection as indicated by Figure Number Selected. — 2 1/16 (52) -r___2 1/16 (52) 3 (76) Anti - Siphon Ports NOTE: Minimum flow rate 2 1/2 (64) G.P.M. NOTE: Dimensions shown in parenthesis are in millimeters. --- 1--1/2 (13) Fig. 2699 -1 1/2" (13) Copper Sweat • OPTIONAL MATERIALS: Satin Finish Chrome Plated -CP NOTE: MUST BE LOCATED IN AN ACCESSIBLE LOCATION. 1/2" (13) Cold Water Supply Line MIN 12 "(305) Piped to Sink, Lavatory or similar fixture. Fig. 2010 ( -A) Floor Drain 3) MIN Pipe Ize Recommended for Piping to Floor Drain Trap. L 04117/03 K 3 -18 -03 J 3 -30-01 Water Seal Fig. 7221 Trap Changed Text Removed Variations Revised Variations APPLICATION, INSTALLATION AND OPERATING PRINCIPLE The Smith Trap Seal Primer Valve, when properly installed in a cold water supply line, running to a frequently used fixture and connected to a floor drain trap, provides a constant seal of fresh water in the drain trap. When water is drawn at the plumbing fixture the resulting flow activates the Trap Primer valve mechanism. A pulse of water is dispensed into the trap at the beginning and end of flow in the fixture supply line. Air ports in the primer body prevent siphonage of trap water and backflow into the potable water supply line. If the trap water seal is not constantly maintained, the water will evaporate from the trap, allowing sewer gas to escape into building from the sewer lines. JJ CL TBW AM RN BS Listed to STD.1018 REV. 1 DATE DESCRIPTION BY 1 CKD. BY WEIGHT POUNDS VOLUME CUBIC FEET FIGURE NUMBER 2699,2699 -1 SMITH® JAY R. SMITH MFG. CO. CUSTOMER DRIVEN DIVISION OF SMITH INDUSTRIES, INC. POST OFFICE BOX 3237 MONTGOMERY, ALABAMA 38109 -0237 (USA) TEL: 334. 2774520 FAX: 334- 272.7398 www.)rsmith.com LOCATION w cn w a m w O tr a a CB 0 F- U w x v and 3 1 0) N a) tO N trn 0) to N wW IX 133 Z WE CAN ASSUME NO RESPONSIBILITY FOR USE OF SUPERSEDED OR VOID DATA w 0 0 z c7 zd U w a z 0 z 2 0 `TRAP PRIMER FITTINGS AUXILIARY INLET FITTINGS FUNCTION: Used as a means of inserting a trap primer connection in the outlet of a conventional floor drain. Fig. 2697 is available with a 2" (51) side tapping which can be used as an auxiliary inlet. SPIGOT OUTLET k ___T d. 2 1/4 (57) mn wu Inlet S S THREADED OUTLET CAULK OUTLET �A�I B---- 2 1/4 (57) i i t mu Inlet Inlet jl Spigot Inlet 4 (100) A (Pipe Size) = 02(50), 03(80) or 04(100) A (Pipe Size) = 02(50), 03(80) or 04(100) Fig. 2695S (shown) Fig. 2695Y same as 2695S except spigot is sized for Service Weight and/or NO-HUB Fig. 2695Y -2 same as 2695S except both ends are sized for Service Weight and/or NO -HUB Fig. 2695Y -1 same as 2695Y -2 except Inlet Is not tapped for Trap Primer Connection REGULARLY FURNISHED: Duco Cast Iron with 1/2" (13) NPT Inlet Tapping. B 111 -23-93 Added Update Fig. 2696T Rg. 2697C A B C SIZE SIZE 02(50) 3(76) 7 1/2(190) 03(80) 4(100) 7 1/2(190) 04(100) 4(100) 8 1/2(215) NOTE: Dimensions shown in parentheses are in millimeters. VARIATIONS: 3/4" (19) NPT Inlet -P075 2" (51) NPT Inlet -N2 (Fig. 2697 only) EMB BS BS OPTIONAL MATERIALS: Galvanized Cast Iron -G REV. 1 DATE DESCRIPTION 1 BY 1 CKD. BY WEIGHT POUNDS VOLUME CUBIC FEET FIGURE NUMBER 2695,2696,2697 RIC§(erguSMILLER December 09, 2011 • 275 Fifth Street, Suite 100, Bremerton, Washington 98337 Main: (360) 377 -8773 • Fax: (360) 792 -1385 • www_rfmarch.com Mr. Allen Johannessen Plans Examiner City of Tukwila 6300 South Center Boulevard, Suite 100 Tukwila, WA 98188 • RE: King County Housing Authority 11 at 700 Andover Park West Development Permit Application Number D11 -340 and PG11 -167 Dear Mr. Johannessen: CITY OF TUKWjLA DEC 122011 PERMIT CENTER In response to the City of Tukwila's building permit correction letter #1 dated November 18th for the project noted above, we are submitting the following responses (numbers correspond to comments noted on the correction letters). Building Review Responses: 1. As requested we are attaching specifications for all door hardware (division 087100 Door Hardware and 084200 Automatic Operators) including hardware groups. Electric strikes are located to limit access to certain areas and in one direction only they are operated with a key FOB. A FOB is not required to pass through any of doors in the direction of exiting for any space. 2. Additional details for the bracing and enclosure of the ceiling clouds are shown on the attached drawing A7.4A 3. Details for the ships ladder are shown on the attached drawing A7.4A. Additionally specification section 055000 Metal Fabrications is attached for reference. 4. The grab bar has been changed on our drawings to be 18" in lieu of the 3' -0" indicated - though either is code compliant. A revised sheet A7.3 is included in this re- submittal package. 5. We are addressing items 5, 6, and 7 in this paragraph. Discussions with the City of Tukwila Building Department indicate that full compliance with the 2009 Washington State Energy Code will not be required per 101.3.2 exception 1. Also note that the new entry vestibule is an unheated space. The following summarizes the measures we are employing to significantly King County Housing Authority TI at 700 Andover Park West Development Permit Responses Page 2 improve the building's energy performance, additionally a copy of the Washington State Energy Code's envelope summary is attached: Building Envelope Mechanical System: The existing mechanical system is made up of a 16 rooftop gas -pack units. None of these units have economizers and many do¢not have fresh air intakes. Approximately half of these units are 30 years old and need to be replaced. The new mechanical system provides heating and cooling through a VRF (variable refrigerant flow) system to 28 zones inside the building. Ventilation is provided by ERV (Energy Recovery Ventilator) based system that removes heat from exhaust air and transfers it to incoming fresh air. Building Performance Utilizing existing mechanical systems with the existing envelope, the building could be expected to perform with an EUI (Energy Use Index) of approximately 50 kbtu /sf /year. It is estimated that with the new measures in place the building should perform with an EUI of approximately 30 kbtu /sf /year. This is a value that would exceed the performance of a new office building built to minimum Energy Code Standards with conventional heating and cooling systems. 8. The symbol in front of door 175A appears to be an errant rectangle; these have been removed on our drawing. The detail bugs referencing sheet A6.1 has also been removed. Revised Sheet A2 -3A is included in this re- submittal package. 9. See attached revised Sheet TDSC 11 showing Van accessible parking stall. Plumbing Review Responses: 1. Four open site drains are provided for condensate disposal from heat pumps. Trap primer connections and water supply piping have been added to the four open site drains as shown in detail 4 on sheet P1.0 and as shown on sheet P2.1. Both of these sheet additions are clouded with delta 3 reference. 2. Floor drains in bathrooms are new additions. Floor drain detail has added trap primers to bathroom floor drain detail, as shown. Existing Value New Value Walls R-0 R -15 Windows U = 1.45 (table 10 -6) U = .40 (SHGC = .50) Roofs Approximately R -28 R -30 at patched areas Mechanical System: The existing mechanical system is made up of a 16 rooftop gas -pack units. None of these units have economizers and many do¢not have fresh air intakes. Approximately half of these units are 30 years old and need to be replaced. The new mechanical system provides heating and cooling through a VRF (variable refrigerant flow) system to 28 zones inside the building. Ventilation is provided by ERV (Energy Recovery Ventilator) based system that removes heat from exhaust air and transfers it to incoming fresh air. Building Performance Utilizing existing mechanical systems with the existing envelope, the building could be expected to perform with an EUI (Energy Use Index) of approximately 50 kbtu /sf /year. It is estimated that with the new measures in place the building should perform with an EUI of approximately 30 kbtu /sf /year. This is a value that would exceed the performance of a new office building built to minimum Energy Code Standards with conventional heating and cooling systems. 8. The symbol in front of door 175A appears to be an errant rectangle; these have been removed on our drawing. The detail bugs referencing sheet A6.1 has also been removed. Revised Sheet A2 -3A is included in this re- submittal package. 9. See attached revised Sheet TDSC 11 showing Van accessible parking stall. Plumbing Review Responses: 1. Four open site drains are provided for condensate disposal from heat pumps. Trap primer connections and water supply piping have been added to the four open site drains as shown in detail 4 on sheet P1.0 and as shown on sheet P2.1. Both of these sheet additions are clouded with delta 3 reference. 2. Floor drains in bathrooms are new additions. Floor drain detail has added trap primers to bathroom floor drain detail, as shown. • • King County Housing Authority TI at 700 Andover Park West Development Permit Responses Page 3 If you have questions about any of the responses, please do not hesitate to call. Sincerely, Rice Fergus Miller, Inc Gregory A. Belding Principal Attachments: Specification Section 055000 - Metal Fabrications Specification Section 087100 - Door Hardware Specification Section 084200 - Automatic Operators Specification Section 095123 - Acoustical Tile Ceilings Revised A2 -3A -Floor Plan - Notations Revised A7.3 - Interior Elevations A7.4A - Ceiling and Ship's Ladder detail. Revised Sheet C1.1 -Civil Site Plan Revised Sheet P 1.0 (with trap primers) Revised Sheet P2.1 (with trap primers) • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director November 18, 2011 John Batstone King County Housing Authority 600 Andover Pk W Tukwila, WA 98188 RE: Correction Letter #1 Plumbing/Gas Piping Permit Application Number PG11 -167 King County Housing Authority — 700 Andover Pk W Dear Mr. Batstone, 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. The Public Works Department has no comments at this time. Building Department: Allen Johannessen at 206 433 -7163 if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, -67ti24° Bill Rambo Permit Technician encl File: PG11 -167 W:\Pemut Center \Correction Letters\2011\PG11 -167 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: November 17, 2011 Project Name: King County Housing Authority Permit #: PG11 -167 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Plan shows (4) new floor drains in four different locations. The floor drain detail does not show a trap arm for the drains or a trap primer. Floor drains that are directly connected to drainage system that may be subject to infrequent use shall be protected with a trap seal primer. Provide more specific details for the floor drains that show a screen, drain trap and trap seal primer with specifications for accessibility and maintenance of the trap seal primer. (UPC 1007.0) 2. The bathrooms show floor drains, however it is not clear if these are existing or new. Show the floor drains provided with trap primers on the plan or in the Plumbing Schedule. (UPC 411.2.1 & 1007.0) Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. OPEN/11T COORD COPO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG11 -167 DATE: 12/12/11 PROJECT NAME: KING COUNTY HOUSING AUTHORITY SITE ADDRESS: 700 ANDOVER PK W Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: ( �I lr� Bing Division Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete, Incomplete ❑ DUE DATE: 12/13/11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 01/10/12 Approved with Conditions Not Approved (attach comments) ri Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG11 -167 DATE: 10 -31 -11 PROJECT NAME: KING COUNTY HOUSING AUTHORITY SITE ADDRESS: 700 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued EPART 1ENT ui din Division ublic r s Fire Prevention n Planning Division Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 11-01 -11 Not Applicable ❑ Permit Center Use Only . INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUESITHURS ROUTING: Please Route Sill Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved n Approved with Conditions n Notation: REVIEWER'S INITIALS: DUE DATE: 11-29-11 Not Approved (attach comments) [X] DATE: Permit Center Use Only I A CORRECTION LETTER MAILED: Departments issued corrections: Bldg- Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: / /www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12/12/2011 Plan Check/Permit Number: PG11 -167 Response to Incomplete Letter 11 Response to Correction Letter # 1 Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: 700 Building Rennovations Project Address: 700 Andover Park West, Tukwila, WA 98188 Contact Person: John Batstone Phone Number: (206) 2254549 Summary of Revision: See enclosed letter with attachments. DEC 12 2011 Sheet Number(s): "Cloud" or highlight all areas of revision induding date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on HAApplicationsWorms- Applications On Line 2010 Applicatioasv -2010 - Revision submutal doc Revised: May 2011 Contractors or Tradespeople Prrer 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 D K CONST SERVICES INC UBI No. 601513599 Phone 4257888441 Status Active Address Po Box 1767 License No. CDKCOSI066MA Suite /Apt. License Type Construction Contractor City Duvall Effective Date 7/1/1994 State WA Expiration Date 10/8/2013 Zip 980191767 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status CDKCO * *101NL C D K CONSTRUCTION Construction Contractor General Unused 8/13/1990 6/30/1994 Archived ROGEREP16OMQROGER E POWELL CONSTRUCTION Construction Contractor General Unused 7/18/1984 5/21/1986 Archived Business Owner Information Name Role Effective Date Expiration Date DAVIES, CHRIS H President 07/01/1994 Bond Amount POWELL, ROGER E Vice President 07/01/1994 6617650 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 6 FIRST NATL INS CO OF AMERICA 6617650 06/30/2010 Until Cancelled $12,000.00 07/08/2010 5 FIDELITY &DEPOSIT CO OF MD 08761379 06/30/2005 06/30/2010 12/25/2010 $12,000.0004/26 /2005 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 20 Companion Specialty Ins Co vg11141440 12/20/2011 12/20/2012 $1,000,000.00 12/15/2011 19 COMPANION SPECIALTY INS CO VGL1031089 12/20/2010 12/20/2011 $1,000,000.00 12/17/2010 18 UNITED SPECIALTY INS CO AGL0920795 12/20/2009 12/20/2010 $1,000,000.00 12/18/2009 17 UNITED SPECIALTY INS CO AGL0810574 12/20/2008 12/20/2009 $1,000,000.0012 /16/2008 16 QBE SPECIALTY INS CO GXG00140 12/20/2007 12/20/2008 $1,000,000.00 01/03/2008 15 FIRST MERCURY INSURANCE CO FMFLO02680 04/09/2007 04/09/2008 $1,000,000.00 04 /11/2007 14 INTERSTATE FIRE & CAS CO PGL1000455 04/09/2007 04/09/2008 $1,000,000.00 03/30/2007 https://fortress.wa.gov/lni/bbip/Print.aspx 12/27/2011