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Home My WebLink AboutPermit PG10-118 - WESTFIELD SOUTHCENTER MALL - BEAUTY WORKSBEAUTY WORKS 182 SOUTHCENTER MALL PG1O-118 City oftukwila 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.ci.tukwila.wa.us PLUMBING /GAS PIPING PERMIT Parcel No.: 9202470010 Address: 182 SOUTHCENTER MALL TUKW Project Name: BEAUTY WORKS Permit Number: PG10 -118 Issue Date: 10/05/2010 Permit Expires On: 04/03/2011 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: GREG CAZZANIGI Address: 5320 E SPRAGUE AV , SPOKANE VALLEY WA 99212 Email: GREG @NWBEAUTY.COM Contractor: Name: BALL CONSTRUCTION Address: 315E 33 RD , SPOKANE WA 99203 Contractor License No: BALLCC *919PE Phone: 509 - 483 -9500 Phone: 509 - 370 -2656 Expiration Date: 10/05/2011 DESCRIPTION OF WORK: ADD 1 RESTROOM, 1 UTILITY SINK, 2 SALON SINKS AND 1 WATER HEATER. INCLUDES INSTALLATION OF A WATTS SERIES 009 REDUCED PRESSURE PRINCIPLE ASSEMBLY (RPPA). Value of Plumbing /Gas Piping: Fees Collected: $12,000.00 $178.50 Permit Center Authorized Signature: Uniform Plumbing Code Edition: 2009 International Fuel Gas Code Edition: 2009 Date: l 0-3 — (t 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 permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or a performance of work. I am authorized to sign and obtain this plumbing /gas piping permit. Signature: Date: Print Name: `13--bv.vu, 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 PG10 -118 Printed: 10 -05 -2010 • 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://wwwci.tukwila.wa.us Parcel No.: 9202470010 Address: Suite No: Tenant: 182 SOUTHCENTER MALL TUKW BEAUTY WORKS PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: PG10 -118 ISSUED 08/30/2010 10/05/2010 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 12: 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. 13: 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. 14: 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: Cond -10/06 PG10 -118 Printed: 10 -05 -2010 • 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://wwwci.tulcwila.wa.us 15: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 16: The Reduced Pressure Principle Assemby (RPPA) shall be installed per manufaturers specifications in a location that is accessible for testing and maintenance. * *continued on next page ** doc: Cond -10/06 PG10 -118 Printed: 10 -05 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 provision of any other work construction or the p9pformance of work. Signature: Print Name: �C7�ti a. Date: to —�— /c ordinances governing or local laws regulating doc: Cond -10/06 PG10 -118 Printed: 10 -05 -2010 CITY OF TUNA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www. ci. tkwila. wa. us Building Permit No. b,(0-4,13.. Mechanical Permit No. tit ID— ( ( k Plumbing/Gas Permit No. .FC (Q— 1'I Public Works Permit No. Project No. (For office use only) 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.: Site Address: 182 SouthCenter Tenant Name: Beauty Works ci)-0 )-47 -01)10 Suite Number: 600 Floor: 1 ..No Property Owners Name: Management: Westfield Corporation New Tenant: ❑ Yes Mailing Address: 633 SouthCenter Seattle, WA City 98188 State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Greg Cazzanigi, Owner of N.W. Beauty, Inc. Mailing Address: 5320 E. Sprague Avenue E -Mail Address: greg @nwbeauty.com Day Telephone: (509) 483 -9500 Spokane Valley, WA City State Fax Number: (509) 483 -9530 99212 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: John Ball Mailing Address: 815 E. 33rd Avenue Contact Person: John Ball E -Mail Address: johnballconst @yahoo.com Contractor Registration Number: CCO1 BALLCC*919PE Spokane, WA City Day Telephone: Fax Number: Expiration Date: 10/05/1112 State (509) 370 -2656 99203 Zip ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Jerry M. Shogan, Architect Mailing Address: 17311 N. Golden Drive Contact Person: Jerry Shogan E -Mail Address: jenyshoganarchitect @comcast.net Colbert, WA City State Day Telephone: (509) 467 -9012 Fax Number: (509) 366 -3130 99005 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: (Not Applicable) Mailing Address: City Day Telephone: E -Mail Address: Fax Number: Contact Person: State Zip H:\Applicatioms\For s- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 1 of 6 PLUMBING AND GAS PIPING PEI. INFORMATION — 206 -431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: T.B.D. Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip Valuation of Plumbing work (contractor's bid price): $ 12,000 Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Add 1 restroom, 1 utility sink, 2 salon sinks, and one water heater. Building Use (per Int'l 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 Bathtub or combination bath/shower Bidet Clothes washer, domestic 1 Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain 1 Shower, single head trap Lavatory 1 Wash fountain Receptor, indirect waste Sinks 3 Urinals Water Closet 1 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 H: Applications\Fonns- Applications On Iane\2010 Applications\7 -2010 - Permit Application.doc Revised: 7-2010 bh Page 5 of 6 I • • PERMIT APPLICATION NOTES - Applicable to all permits in this application 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform 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 0 Signature: Print Name: hn Ball RIZED AGENT: Mailing Address: 815 E. 33rd Avenue Date Application Accepted: (� cU Date:'- /V Day Telephone: 5093702656 Spokane, WA City 99203 State Zip Date Application Expires: _. C Staff Initials: H:\Applications\Forms- Applications On line\2010 Applications \7-2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 1 o City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 9202470010 Permit Number: PG 10 -118 Address: 182 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 08/30/2010 Applicant: BEAUTY WORKS Issue Date: Receipt No.: R10 -01980 Payment Amount: $142.80 Initials: WER Payment Date: 10/05/2010 08:32 AM User ID: 1655 Balance: $0.00 Payee: JOHN BALL CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5574 142.80 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.00 142.80 Total: $142.80 doc: Receiot -06 Printed: 10 -05 -2010 • 1 City of Tukwila :1z Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 9202470010 Permit Number: PG 10 -118 Address: 182 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 08/30/2010 Applicant: BEAUTY WORKS Issue Date: Receipt No.: R10 -01714 Payment Amount: $35.70 Initials: WER Payment Date: 08/30/2010 10:12 AM User ID: 1655 Balance: $142.80 Payee: JOHN BALL CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5224 35.70 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 35.70 Total: $35.70 r�HY��NT ler!covipr doc: Receiot -06 Printed: 08 -30 -2010 INSPECTION RECORD Retain a copy with permit INSP CTION NO. Io t "PERMI—lT NOl3 . Olt CITY OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd., #100, Tukwila. WA 98188 (2Q6) 431 3670 Permit Inspection Request Line (206) 431 -2451 Prodgct: bcA2.t ( ,NVS Type of Inspection: 1- I,J,4L.- r';awt Address: m7 wtAtl Date Called: Speciallnstructions: - n U.s r -it -oZ Date Wanted: ►1 - ASI -10 (a i` Parr: Requester: Phone No: c)q-37O - 2Cv Sc, pproved per applicable codes. • Corrections required prior to approval. COMMENTS: Date: if-Z41-4) NSPECTION FEE RE IRED. Prio o next inspection, fee must be id at 6300 Southcenter lvd.. Suit, 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. p6(c.) CITY OF TUKWILA BUILDING DIVISION 42-r 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proj : Jr W 0 t Vf Type,Qf Inspection: / dU � v J"� I� :-/\ l� ; /Lf Address: t 2 5CMik-1/ Date Called: --. Special Instructions: . 6 3 .a Date Wanted: I ( (q ,( J ! p Requester: Phone No:, ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: D/,'c \ ,. - C- -W/0 tf {4l Zf AA a L1 'P orN i ,� T/ Ji-- -\ i /` , ` % - -iC.. Z, V (7?) ) L. � �i. c_,D J c..e w. .3,) N ec -ik •-SA- ("G0,6 re_ Q J 1 bfb ,c . Je 4 P J 6 C,c orG -F i.A-Q „. N pp Inspect° :: Date: i J n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 INSPECTION RECORD �� Retain a copy with permit (0 t INSPEC ION 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 Pro' ct: L3 2 Jt WO rl -� Type of Inspectio dtdc �6 U 6 P L- Address: j ( Date Called: Special Instructions: Date Wanted: t 0 ' Requester: Phone No: co 5 _-.T7 Q —2 (a3) Approved per applicable codes. LJ Corrections required prior to approval. OMM,ENTS: Inspec R INSPECTION FEE REQUI D. Prior to n xt inspection, fee must be p id at 6300 Southcenter 13h/ .. Suite 100. C 11 to schedule reinspection. Date: r t7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISIO.N 6300 Southcenter Blvd., #100, Tukwila. WA 9$188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro' t: T ( e A-� I LA )61--K—S. c1 � Type of Inspection: �r (n % 1) J'1. n (Af 0 /"pc_ Addd''ress: Date Called: Special Instructions: ' 1 Date Wanted: a.m. / c!) -- L S ✓ 'p" Requester: Phone No: ' tai' --3 '70 — ?BSc Approved per applicable codes. Corrections required prior to approval. CON4.(VI ENTS: Date: P0` 1 S n EI - PECTION EE REQ IRED. Prior o next inspection: fee must be at 6300 Southcenter Blvd.. Suite O. Call to schedule reinspection. FILE COPY ES -009 For Heath Hazard Applications Job Name Job Location Engineer Approval CODE COMPLIANCE APPRAVED SEP 2 7 2Q1O • Contractor Approval Contractor's P.O. No Representative Series 009BUILDINGDIVISION Reduced Pressure Zone Assemblies 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° (8 - 50mm) • Fused epoxy coated cast iron body 21/2" 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 Specfficalions 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 cover secured with stainless steel bolts. The assembly shall also include two resilient seat- ed 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 864.4. Shall be a Watts Regulator Co. Series 009. tDoes not indicate approval status. Refer to Page 2 for approved sizes & models. CORREQTION 1/2" (15mm) 0092fR# Test Cock No. 3 Ball Type Test Cocks Test Code No 2 First Check Module Assembly R.P. Zone 2" (50mm) 009M2QTHC Test Cock No. 4 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 REQUIREMENTS PG(o118 Watts product sperirwalluu in U.S. astomary Inds and metric are apprmdmate and are provided to rehaace only. For precise measurements, please contact Warts Technical Service. Walls reserves the fight to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such charges and modifications on Watts products previondy or subsequently sold. RECEIVED SEP 17 2010 PERMIT CENTER WWATTS® 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 inlet/outlet fire hydrant fitting (2' valve) Prefix: C - clean and check strainer 3/4' - 1' (20 - 25mm) only U - union connections (see ES-U009) Available Models: 21/x" - 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 - s - without shutoff valves 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: 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 (1 - 2 "(15 - 50mm)). Series 009QT 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'/o" - 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' /? and 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12.1 bar) and water temperature at 1 10°F (43 °C) continuous, 140 °F (60 °C) intermittent. Standards USC Manual 8th Editiont ASSE No. 1013 AWWA C51 1-92 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) 2' and 3' (65 and 80mm) with OSY gate valves. MODEL for 909, OO9 and 993 sizes DRAIN OUTLET in. mm in. DIMENSIONS A mm in. B mm WEIGHT lbs. kgs. 909AG -A 'A " -'/z" 009, '/z 13 2%e 60 31/2 79 .625 .28 1/4" 009M2/M3 909AG -C 3/4"-1" 009/909, 1 25 3% 83 47/e 124 1.50 .68 1"-1 1/2" 009M2 909AG -F 11/4° -2" 009M1, 2 51 4% 111 63/4 171 3.25 1.47 1 W -3" 009/909, 2" 009M2, 4 "-6" 993 909AG -K 4 "-6" 909, 3 76 6% 162 9% 243 6.25 2.83 8 " -10" 909M1 909AG -M 8 " -10" 909 4 102 73/e 187 111/4 394 15.50 7.03 909EL -A 'h"-'/" 009, 3/+' 009M2/M3 - - - - - - - - 909EL-C 3/4 " -1" 009/909. - - 2% 60 2% 60 .38 .17 * 909EL -F 1W-2" 009M1, - - 3% 92 35A 92 2 .91 1'W -2" 009/909, 2" 009M2. 4 " -6" 993 * 909EL -H 21/2" -3" 009/909 - - - - - - - - Vertical A A B B Dimensions and Weight: 1/4" - 2" (8 - 50mm) 009 C B D M A Suffix HC — Fire Hydrant Fittings dimension 'A' = 25- (637mm) 009 l /a" - 2" SIZE (DN) la mm in A mm in. B min of DIMENSIONS C mm (APPROX.) D in. mm oti L mm 6i. STRAINER DIMENSIONS M mm N or. mm WEIGHT ms. lcg.s 'A 8 10 250 4% 117 3% 86 11/4 32 51/2 140 2% 60 21/2 64 5 2 % 10 10 250 45 /e 117 3%e 86 11/4 32 51 140 2% 60 21 64 5 2 'h 15 10 250 4% 117 334 86 1'/4 32 51/2 140 23/4 70 214 57 5 2 3/4 20 10% 273 5 127 31/2 89 11/2 38 63/4 171 33A6 81 23h 70 6 3 1 25 16% 425 51/2 140 3 76 21/2 64 91 241 3% 95 3 76 12 5 1'/4 32 17% 441 6 150 31/2 89 21/2 64 11% 289 41A6 113 31 89 15 6 11/2 40 17% 454 6 150 31/2 89 21/2 64 11'4 283 4' 124 4 102 16 7 2 50 21% 543 73A 197 41/2 114 31/4 83 131/2 343 5t5A6 151 5 127 30 13 Dimensions and Weight 21/2" and 3" (65 and 80mm) 009 STRAINER SIZE in. mm DIMENSIONS (appro .) M N Nit kl. mm in. mm in. mm 2'h 6 10 254 6'h 165 9% 248 WEIGHT 1bs. kgs. 28 12.7 3 80 10'4 257 tClearance for servicing 7 178 10 254 34 15.4 Watts G -4000 Series QT - Ball Valves MODEL SIZE ON in. mm in. A mm in. C mm in. DIMENSIONS D nun (APPROX.) E in. mm in L mm in. R mm in U mm WEIGHT lbs. kgs 009LF 2' 65 — — — — 41/2 114 — — 18% 460 — — 10% 270 76 34.5 0090SY 2'% 65 331/4 845 15'4 403 41/2 114 16% 416 1814 460 73/4 197 10% 270 166 75.3 009NRS 2'% 65 331/4 845 1134 289 41/2 114 16% 416 1814 460 7% 197 10% 270 161 73.0 0090T 21/2 65 331/4 845 6 152 41 114 16% 416 1814 460 7% 197 10% 270 150 68.0 009LF 3 80 — — — — 41/2 114 — — 18'4 460 — — 104 270 76 34.5 0090SY 3 80 341/4 870 18'% 470 41/2 114 1654 422 1814 460 8% 222 10% 270 198 89.8 009NRS 3 80 341/4 870 123/4 324 41/2 114 16% 422 1814 460 83/4 222 10% 270 191 86.6 0090T 3 80 341/4 870 7 178 4'% 114 1654 422 1814 460 8% 222 10% 270 158 71.7 • -w Capacity Performance as established by an independent testing laboratory. kPa psi 138 20 117 17 96 14 76 1 55 8 35 5 AP 0 %° (8mm) 0090T kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 kPa 172 138 103 69 35 .25 .60 .75 1.17 gpm .95 1.9 2.9 3 8 4.5 Ipm 3W° (10mm) 009QT AP 0 psi .25 .50 .75 125 1.50 2.5 3.1 gpm .95 1.9 2.9 3 8 4.8 5.7 9.4 11.8 Ipm f" (15mm) 009QT CD 20 15 10 5 AP0 kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 0 2 6 10 14 18 22 26 30 34 38 42 46 gpm AP 07.6 23 38 53 68 84 99 114 129 144 160175 Ipm 7.5 15 fps 2.3 4.6 mps 1 "„(25mm) 009M2QT 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 ,34° (20mm) 009M3QT ■■■■ ■ ■11 •■■ ■ ■ ■■■■■■■■■■■ ■■■ ■■■11■ ■ ■■■■■■ ■ ■■■■■ ■► ■ ■ ■ ■ ■ ■I 1 ■ ■ ■■■ ■ ■ ■■■■■■II PM• ■ ■ ■ ■■ ■11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■��i ■ ■■ ' 7:111•■ ■ ■ ■■■■ ■■■■ U■■■■■II■■■■ ■ ■ ■ ■■■ ■ ■■■■■ ■■■■■ ■I1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■•■ ■ ■ ■11■•■■■■ ■ ■ ■ ■■ ■ ■■ ■■ ■ ■ ■ ■ ■ ■11 ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 0 0 5 10 20 30 40 50 60 70 80 gpm 19 38 76 1 4 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps u�warrs° *Typical maximum system flow rate (7.5 feet/sec., 2.3 meters /sec.) 1' /a" (32mm) 009M2QT kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 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 APO 10 20 30 40 50 60 38 76 1 4 152 190 228 5 7.5 10 1.5 2.3 3.0 11/2" (40mm) 009M2QT 70 80 gpm 266 304 Ipm 15 fps 4.6 mps 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) 009M2QT kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 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 2''h° (65mm) 009 1 kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 25 50 75 100 125 150 175 200 225 250 gpm 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 3" (80mm) 009 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm AP 0 95 190 285 380 475 570 665 760 855 950 104511401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps 0 ? ®• 9001 -2000 o MFg9C0 ^ i CERTIFIED A Watts Water Technologies Company ES -009 0830 USA: 815 Chestnut St., No. Andover, MA 01845 -6098; www.watts.com Canada: 5435 North Service Rd., Burlington, ONT. L7L 5H7; www.wattscanada.ca © 2009 Watts • City of Tukwila Jim Haggerton, Mayor Department of Comm i nity Development September 7, 2010 Greg Cazzanigi 5320 E Sprague Avenue Spokane Valley, WA 98212 RE: Correction Letter #1 Plumbing /Gas Piping Permit Application Number PG10 -118 Beauty Works —182 Southcenter Mall Dear Mr. Cazzanigi, Jack Pace, Director 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 Public Works Department. The Building Department has no comments at this time. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Jennifer Marshall Permit Technician encl File: PG10 -118 W:\Permit Center \Correction Letters\2010\PG10 -118 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 to PUBLIC WORKS DEPARTMENT COMMENTS- DATE: September 2, 2010 PROJECT: Beauty Works 182 Southcenter Mall PERMIT NO: PG 10 -118 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Sheet T -1 Landlord Note #7 calls for the following requirements: a) TENANTS WITH HIGH WATER USAGE TO PROVIDE AND INSTALL A SUB - METER. If that's the case show the location of sub -meter location on your plan or submit a letter from the Mall Management that SUB -Meter installation is not required. b) TENANTS SHALL PROVIDE AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTOR ON THEIR WATER SERVICE. If that's the case, please specify on plans location of this backflow, size, manufacturer and model number. Submit cut sheet of the proposed backflow. If the backflow installation is not required please submit a letter from the Mall Management. H: Joanna/PG10 -118 • F PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG10 -118 DATE: 09 -17 -10 PROJECT NAME: BEAUTY WORKS SITE ADDRESS: 182 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division AlA, Ole-0 Pu lic Works Fire Prevention Structural Planning Division Permit Coordinator m DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 09-21 -10 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 n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: DUE DATE: 10 -19 -10 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: q— 10 Plan Check/Permit Number: PG 10-1 18 ❑ 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: Beauty Works Project Address: 182 Southcenter Mall Contact Person: T�.rr s Q Phone Number: 5oq I 14(07 - 1012. Summary of Revision: .� ll rev l s ed 5h -e�4 -5 have, c11)uds a.rvu. nd orr- cel-lons vv 1411) revis'1ons 1 nal-ed A) 5-et, ►' e on •5hee.1-s Al 3) s €e sheer -1- P- OREF� � 1..* 15EP.17 2010 PERMIT CiEP+ t>=r Sheet Number(s): T' 1 Al Al including date "Cloud" or highlight all areas of revision date of r Received at the City of Tukwila Permit Center by: Entered in Permits Plus on q` ( 0 'applications 'forms - applications on Iine\revision submittal Created: 8 -13 -2004 Revised: • PENT �- COPIt PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG10 -118 DATE: 08 -30 -10 PROJECT NAME: BEAUTY WORKS SITE ADDRESS: 182 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: :T Iding Div' ion PM/ Ofkiet Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 08-31 -10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 09-28 -10 Not Approved (attach comments) gi DATE: Permit Center Use Only CORRECTION LETTER MAILED: Dg I L° Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: Documents /routing slip.doc 2 -28-02 Contractors or Tradespeople Peter Friendly Page 1 General /Specialty Contractor A business registered as a construction contractor with Lftl 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 BALL CONSTRUCTION UBI No. 602958672 Phone 5093702656 Status Active Address 315 E 33Rd License No. BALLCC'919PE Suite /Apt. License Type Construction Contractor City Spokane Effective Date 10/5/2009 State WA Expiration Date 10/5/2011 Zip 99203 Suspend Date County Spokane Specialty 1 General Business Type Individual Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status JOHNBBC90509 JOHN BALL CONSTRUCTION INC Construction Contractor General Unused 9/29/2010 9/29/2012 Active Business Owner Information Name Role Effective Date Expiration Date BALL, JOHN HOWARD Owner 10/05/2009 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 PLATTE RIVER INS CO CLB2712817 09/28/2009 Until Cancelled $12,000.00 10/05/2009 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 1 OHIO CAS INS CO 54270694 09/28/2009 09/28/2011 $1,000,000.00 08/04/2010 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 10/05/2010 JERRY M. SH❑GAN ARCHITECT ARCHITECTURE ■FACILITIES PLANNING NTERIOR DESIGN N. 1 731 1 GOLDEN DRIVE C❑LBERT, WA 99005 (509) 467-9 012 FAX 466-3130 E-MAIL: J.SHOGANARCH @MSN.COM SEPARATE PERMIT REQUIRED FOR: leMechanical Greemcm ❑ PP umbing LTGas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. FILE COPY Permit Na VGP(O'LIB Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize tf is violation o ny adopted code or ordinance. Receipt 01 approved - - Id Co and conditions is acknowledged: By Date: City Of Tukwila BUILDING DIVISION CODE REVIEWED FOR-- 0 COMPLIANCE 4PD111VWD SEP 2 7 2010 A-5- City of Tukwila BUILDING DIVISION NORDSTROM macy ❑ ❑ 0 lip. on raiJ ' - am P I i III ❑ I= 0 ❑ 0 0 EMI BEAUTY WO S 600 BEAM ,JCPeriney • CORRECTION PG Beauty Works ;••••1 41114 N U .. ;--14 RECEIVED Sv t 7 MU (t Rl16LICRKS P.4 41"4 0 I 8 RECEIVED SEP 17 2010 PERMIT CENTER 182 Southcenter Mall, Tukwila, Washington Corrected Plan Review Set: September 14,2010 PROJECT GENERAL NOTES BEAUTY WORKS SPACE 600 182 SOUTHCENTER MALL, TUKWILA, WA 98188 PROJECT DATA PROJECT DIRECTORY LANDLORD NOTES 1. SEE APPROPRIATE DRAWINGS FOR GENERAL NOTES OF OTHER DISCIPLINES: STRUCTURAL, ELEC TRICAL, MECHANICAL AND PLUMBING. 2. DO NOT SCALE DRAWINGS- USE DIMENSIONS ONLY. 3. DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN: A. TO COLUMN CENTER LINE B. TO FINISH FACE OF CMU OR GWB. 4. DIMENSIONS SHOWN ON LARGER SCALE DRAWINGS GOVERN. 5. FIELD VERIFY ALL EXISTING CONDITIONS. REVIEW EXISTING CONDITIONS PRIOR TO COMMENCING THE WORK, NOTIFY ARCHITECT OF UNEXPECTED CONDITIONS. 6. ALL NUMERICAL ELEVATIONS ARE TO TOP OF CONCRETE SLAB, UNLESS NOTED OTHERWISE. 7. "ALIGN" AS INDICATED ON THE DRAWING SHALL BE UNDERSTOOD TO MEAN TO ALIGN THE FINISH MATERIAL OF THE WALLS OR COLUMNS INDICATED. 8. ALL INTERIOR GYPSUM WALL BOARD IS 5/8 " TYPE X GWB ON METAL STUDS OR FURRING CHANNELS UNLESS NOTED OTHERWISE, SIZES AS DIMENSIONED ON PLANS. SEE NOTE FOR LOCATION OF WATER RESISTANT GWB. 9. PROVIDE WATER RESISTANT TYPE X GWB IN ALL TOILET ROOMS, WARE WASH AND WET AREAS. 10. ALL FINISH CEILING HEIGHTS SHALL BE CONFIRMED UNLESS NOTED OTHERWISE ON THE ROOM FINISH SCHEDULE. 11. PROVIDE FINISH WALL BEHIND ALL EQUIPMENT AND CASEWORK. 12. PROVIDE ALL ACCESSIBLE SIGNAGE AS REQUIRED BY LOCAL OR APPLICABLE JURISDICTION. 13. PROVIDE ONE TYPE 5E- 2A -10BC FIRE EXTINGUISHER PER 3,000 SF AND NOT MORE THAN 75 FT OF TRAVEL DISTANCE. 14. THERE SHALL BE NO BACK -TO -BACK ELECTRICAL, TELEPHONE, OR OTHER OUTLETS. SEPARATE OUTLETS BY 6" AT NON - RATED, PARTITIONS. SEPARATE OUTLETS BY 24" MIN. AT FIRE RATED PARTITIONS. 15. WHERE HVAC OR OTHER MECHANICAL ELECTRICAL AND PLUMBING ITEMS PENETRATE PARTITIONS, STUDS SHALL BE BRACED AND FRAMED TO STRUCTURE AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. ALL PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO PROVIDE FIRE, SMOKE AND /OR ACOUSTICAL ISOLATION OF SPACES WITH APPROPRIATE FIRE STOP MATERIAL. 16. ALL CHANGES IN PROJECT SCOPE DUE TO CONTRACTOR GENERATED ALTERNATES OR EXISTING FIELD CONDITIONS SHALL BE TRANSMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING AND INSTALLING OF OWNER FURNISHED ITEMS LISTED, U.N.O.. 18. PROVIDE EXIT ILLUMINATION PER LOCAL CODES. 19. MODIFY THE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE CONFIGURATION INDICATED ON THE PLANS. COMPLY WITH ALL GOVERNING ORDINANCES AND LANDLORD CRITERIA. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. 20. SPRINKLER HEADS MOUNTED IN HARD (GWB) CEILINGS TO BE FULLY RECESSED WITH WHITE CAPS. 21. INSTALL ALL COMPONENTS OF FIRE RATED ASSEMBLIES PER RATING CRITERIA. 22. INSTALL FIRE ALARM SYSTEMS TO COMPLY WITH LANDLORD CRITERIA AND LOCAL CODES AS REQUIRED. 23. FIRE SPRINKLER SYSTEM WORK AND FIRE ALARM SYSTEM WORK IS TO BE SUBMITTED UNDER SEPARATE PERMITS. 24. PROVIDE FINISH FLOOR UNDER ALL EQUIPMENT AND CASEWORK. ADDRESS: CONSTRUCTION TYPE OCCUPANCY GROUP APPLICABLE CODES: NUMBER OF EMPLOYEES 182 SOUTHCENTER MALL TUKWILA, WA 98188 -2888 EXISTING/ NEW CONSTRUCTION TYPE: TYPE II -B UNPROTECTED NONCOMBUSTIBLE PRIMARY OCCUPANCY: M- MERCHANTILE INCIDENTAL OCCUPANCY: GROUP - 51 200 T' TIONAL IG ODE WITH WASHINGTON STATE AMENDMENTS 2009 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2009 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 2009 NATIONAL ELECTRIC CODE WITH WASHINGTON STATE AMENDMENTS CHAPTER 11 IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER - FREE DESIGN INCLUDING ICC /ANSI A117.1 - 2003 2009 WASHINGTON NON RESIDENTIAL ENERGY CODE 2009 NATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS 2003 ANSI ALL LOCAL ORDINANCES HAVING JURISDICTION OCCUPANCY SQ. FOOTAGE TOTAL OCCUPANT LOAD PROPOSE USE: NA 1,925 SQ. FT. S1 - STOCK 251 SF /300= 1 M - SALES 1,674 SF /30 = 59 60 MERCANTILE- RETAIL ARCHITECT: Jerry Shogan, Architect 17311 N. Golden Drive Colbert, WA 99005 t: 509- 467 -9012 (c) 509 - 768 -8328 f: 509- 466 -3130 PROJECT MANAGER: Jerry Shogan MECHANICAL & No Consultant Provided PLUMBING: Existing HVAC will be used SEPARATE SUBMITTALS FIRE ALARM AND SIGNAGE UNDER SEPARATE SUBMITTAL. SCOPE OF WORK BUILDING: THE WORK INCLUDES, BUT NOT LIMITED TO INTERIOR TENANT IMPROVEMENTS AND FINISHES, ITEMS FURNISHED BY THE OWNER AND INSTALLED BY THE CONTRACTOR AND ITEMS FURNISHED AND INSTALLED BY THE OWNER WITH FINAL CONNECTIONS BY THE CONTRACTOR. THE WORK ALSO INCLUDES, BUT NOT LIMITED TO, INTERIOR AND STOREFRONT SIGNAGE, HVAC SYSTEMS, ENERGY MANAGEMENT SYSTEMS, PLUMBING AND ELECTRICAL /LIGHTING SYSTEMS. ON SITE: NO WORK TENANT WESTFIELD CORPORATION COORDINATION TENANT COORDINATION SOUTHCENTER 14TH FLOOR, 1161 WILSHIRE BLVD. LOS ANGELES, CA 90025 (310) 478 -4456 T (310) 575 -5991 F Josh Kimmel (310.893.4761 MALL MANAGEMENT WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -2888 (206) 246 -0423 T ILLUMINATED SIGNAGE SHOULD BE CONTROLLED BY TIME CLOCK, LIGHT LEAKS FROM CASEWORK NOT PERMITTED. LANDLORD MUST APPROVE, IN WRITING, ALL PROPOSED SIGNAGE PRIOR TO INSTALLATION. . ALL CABLING AND WIRES TO BE CONCEALED. AUDIO WILL NOT BE PERMITTED. . SNEEZE GUARDS TO BE BUTT JOINTED, FRAMELESS, NO VERTICAL SUPPORTS WITH SQUARE EDGE DETAIL /UV BONDING . ALL LIGHTING REQUIREMENT TO BE INSTALLED WITHIN FLOATING RETAIL. LIGHTING TO BE SURFACE MOUNTED TO COUNTER DURING FABRICATION. TENANT MUST INSTALL LANDLORD APPROVED LATEX - RUBBER WATERPROOFING MATERIAL UNDER THE FLOOR FINISH. THE MEMBRANE MUST LAP UP PERIMETER WALLS UNDERNEATH THE COVED BASE TO MIN. HT. OF 12 "AFF. AND UNDER THE COVED BASE OF THE DISPLAY CABINETRY INSIDE OF THE RETAIL SPACE. ALL MECHANICAL & PLUMBING SYSTEMS AND EQUIPMENT SHALL BE INSTALLED, BRACED AND INSULATED IN ACCORDANCE WITH ALL LOCAL CODE REQUIREMENTS. TENANT SHALL MAKE ALL CONNECTIONS TO THE UTILITY SERVICES PROVIDED. FOR FOOD COURT TENANTS, THE DOMESTIC WATER SERVICE SHALL BE 2". TENANTS WITH HIGH WATER USAGE SHALL PROVIDE AND INSTALL A DOMESTIC WATER SUB - METER. TENANTS SHALL PROVIDE AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTOR ON THEIR WATER SERVICE. WATER PIPING SHALL BE TYPE 'L' HARD COPPER TUBE ABOVE GRADE AND TYPE 'K' SOFT COPPER TUBE BELOW GRADE. WATER HEATERS SHALL BE ELECTRIC. . FOR FOOD RELATED TENANTS, GAS SERVICE IS AVAILABLE. TENANTS ARE REQUIRED TO INSTALL AN EARTHQUAKE VALVE. TENANT SHALL DESIGN AND INSTALL AN ELECTRICAL /TELEPHONE BASED ON THE FOLLOWING: A 277 / 488 VOLT , THREE - PHASE, FOUR WIRE, 60 CYCLE SYSTEM. CONDUIT PROVISIONS FOR FLOATING FOOD KIOSKS: 200A (208Y / 120V) -(2) 3" CONDUIT. ELECTRICAL SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH LANDLORDS CRITERIA AS OUTLINED IN THE DESIGN MANUAL. 10. TENANTS CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER. PROJECT LOCATION N•RDSTROM BM/ /TY WORKS 600 SITE PLAN macys SEAJNS JCPenney SCALE: N.T.S. FOR ADDITIONAL ABBREVIATIONS SEE OTHER DESIGN DISCIPLINES ARCHITECTURAL ABBREVIATIONS ACOUS. ACOUSTICAL ADJ ADJUSTABLE, ADJACENT A.F.F. ABOVE FINISHED FLOOR (SLAB) ALUM ALUMINUM ANOD. ANODIZED APPROX. APPROXIMATE BD. BOARD B.F.F. BLDG. BLK. BLK'G. BM. BOT. BTWN. CB C.G. C.I. C.I.P. C.L. CLR. CLG. CMU COL. CONC. CONT. BELOW FINISHED BUILDING BLOCK BLOCKING BEAM BOTTOM BETWEEN CATCH BASIN CORNER GUARD CAST IRON CAST IN PLACE CENTER LINE CLEAR CEILING CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUOUS ELEV. ELEC. ENCL. EQ. EXH. EXIST. EXP. FLOOR (SLAB) EXT. F.D. FDN. FF FHS FL. F.I.O. CONSTR. CONSTRUCTION CONTR. CONTRACTOR C.T. CERAMIC TILE DBL DIM. DTL. D.F. D.S. DWG. EA. DOUBLE DIMENSION DETAIL DRINKING FOUNTAIN DOWNSPOUT DRAW' NG EACH E.F.S. EXTERIOR FINISH SYSTEM E.I.F.S. EXTERIOR INSULATION AND FINISH SYSTEM FIN. F.R.P.P. PANEL(S) FRT. FTG. GA. GALV. G.C. GWB H.B. H .C. H .M. HORIZ. H.P. HT. HTR. HVAC IBC INSUL. NT. JT. /JTS. ELEVATION ELECTRICAL ENCLOSURE EQUAL EXHAUST EXISTING EXPANSION EXTERIOR FLOOR DRAIN FOUNDATION FACTORY FINISH FLAT HEAD SCREW FLOOR FURNISHED AND INSTALLED BY OWNER FINISH FIBER REINFORCED PLASTIC FIRE RETARDANT TREATED FOOTING GAUGE GALVANIZED GENERAL CONTRACTOR GYPSUM WALLBOARD, GYPSUM BOARD HOSE BIBB HANDICAPPED HOLLOW METAL HORIZONTAL HIGH POINT HEIGHT HEATER HEATING, VENTILATION, AND AIR CONDITIONING INTERNATIONAL BUILDING CODE INSULATION INTERIOR JOINT, JOINTS L. LAM. L.F. LIQ. L.P. LT. WT. MAS. MAX. M.B.S. MECH. MFG. MFR. M.H. MIN. M.I.P. MISC. M.O. M.R. MULL. MTD. MTG. MTL. N.I.C. NOM. N.T.S. O.A. 0.C. O.D. O.H. OP'G OPP. PTN. PERP. PL. P LAS. LAM. PLYWD. PLBG. PNL. LONG, LENGTH LAMINATE, LAMINATED LINEAR FOOT, LINEAL FOOT LIQUID LOW POINT LIGHT WEIGHT MASONRY MAXIMUM METAL BUILDING SUPPLIER MECHANICAL MANUFACTURING MANUFACTURER MANHOLE MINIMUM METAL INSULATED PANEL MISCELLANEOUS MASONRY OPENING MOISTURE RESISTANT MULLION MOUNTED MOUNTING METAL NOT IN CONTRACT NOMINAL NOT TO SCALE OVERALL ON CENTER OVERFLOW DRAIN OVERHEAD OPENING OPPOSITE PARTITION PERPENDICULAR PLATE, PROPERTY LINE PLASTIC LAMINATE PLYWOOD PLUMBING PANEL, PANELING PR. PROJ. PRV P.T. Q.T. QTR. R R.C. R.C.P. R.D. R.L. RECD. REFRIG. REINF. REQ'D. R.O. SCHED. S.C. SHT. SIM. S.I.O. S.I.V. S.O.I.C. SQ. S.S. SST STD. PAIR PROJECT PRESSURE REDUCING VALVE PRESSURE TREATED QUARRY TILE QUARTER RADIUS REFRIGERATION CONTRACTOR REFLECTED CEILING PLAN ROOF DRAIN ROOF LEADER RECEIVED REFRIGERATION REINFORCING REQUIRED ROUGH OPENING SCHEDULE SOLID CORE SHEET SIMILAR SUPPLIED AND INSTALLED BY OWNER SUPPLIED AND INSTALLED BY VENDOR SUPPLIED BY OWNER INSTALLED BY CONTRACTOR SQUARE SERVICE SINK, SANITARY SEWER STAINLESS STEEL STANDARD STL. STEEL STRUCT. STRUCTURE, STRUCTURAL SUSP. SUSPENDED SYS. SYSTEM T TREAD, TOP T.O.J. TOP OF JOIST T.O.M. TOP OF MASONRY T.O.P. TOP OF PARAPET T.O.S. T.O.W. T &B TEL. TEMP. TYP. UTIL. U.B.C. U.N.O. V.C.T. VERT. V.I.F. W/ W/O WD. WDW. WHS. W.P. W.R. WT. W.W.F. Y.D. TOP OF STEEL TOP OF WALL TOP AND BOTTOM TELEPHONE TEMPERED GLASS TYPICAL UTILITY UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL VERIFY IN FIELD WITH WITHOUT WOOD WINDOW WELDED HEAD STUD WATERPROOF WATER RESISTANT WEIGHT WELDED WIRE FABRIC YARD DRAIN SYMBOLS DETAIL ARCHITECTURAL SYMBOLS DETAIL IDENTIFICATION CUT LINE - DEFINES THE DETAILED ELEMENT SHEET WHERE DRAWN WALL SECTION DETAIL IDENTIFICATION CUT LINE - DEFINES THE DETAILED ELEMENT —SHEET WHERE DRAWN BUILDING SECTION DETAIL IDENTIFICATION SHEET WHERE DRAWN EXTERIOR ELEVATION DETAIL IDENTIFICATION SHEET WHERE DRAWN INTERIOR ELEVATION DETAIL IDENTIFICATION SHEET WHERE DRAWN NORTH ARROW PROJECT NORTH ARROW TRUE NORTH INDICATOR DOOR MARK DOOR CODE - REFER TO SCHEDULE WINDOW, RELITE OR LOUVER MARK WINDOW NUMBER - REFER TO SCHEDULE EQUIPMENT MARK EQUIPMENT NUMBER - REFER TO SCHEDULE ROOM MARK ROOM—ROOM NAME -ROOM NUMBER 100 COLUMN GRIDS 50' -0" A.F.F. SLOPE DOWN 1/8" PER FOOT REVISION CLOUD AND DELTA WORK, CONTROL OR DATUM POINT SLOPE DIRECTION WITH DATUM MARK SPRINKLER MAIN PROPERTY LINE mmomm FENCE x x x f x x x x BREAK LINE WALL TYPE MARK WALL TYPE NOTE DRAWING INDEX ARCHITECTURAL T -1 GENERAL INFORMATION A -1 FLOOR PLAN A -2 FLOOR FINISH PLAN A -3 REFLECTED CEILING PLAN A -4 INTERIOR ELEVATIONS /SECTIONS A -5 INTERIOR ELEVATIONS F -1 FIXTURE PLAN PLUMBING P -1 PLUMBING PLAN NOTES AND SCHEDULES MECHANICAL M -1 HVAC PLAN & NOTES M -2 MECHANICAL SPECIFICATIONS ELECT AL ELECTRICAL POWER /LIGHTING PLANS E -1 VICINITY MAP PROJECT SITE S 176TH ST ITEM S.I.O OR N.I.C. ITEM S.O.I.0 OR S.I.C. NEW CONSTRUCTION - SHOWN SOLID EXISTING CONSTRUCTION TO REMAIN - SHOWN LIGHT BACKGROUND EXISTING CONSTRUCTION TO BE REMOVED SHOWN DASHED --� E 0 FE FIRE EXTINGUISHER MATERIALS GYPSUM BOARD CONCRETE EARTH GRAVEL CMU OR BRICK PLYWOOD RIGID INSULATION BATT INSULATION WOOD MEMBER WOOD BLOCKING FINISHED WOOD ACOUSTICAL TILE STEEL ALUMINUM E.I.F.S. SOUND INSULATION RECEIVED SEP 17 2010 PERMITCFNTFp JERRY M. SH❑GAN, ARCHITECT 1 731 1 N. GDLDEN DRIVE COLBERT, WA 99005 (509) 467-9012 - FAX (5091456-3130 jerryshoganarchitect @corncast.net 3539 REGI5TEREQ CHITECT � fio,qcth JE Y SHO'R'AN ■ M. STATE OF WASHINGTON EVIEWED FOR C ► DE COMPLIAN APDPMEO SEP 2 7 2010 City of Tukwila B ILDING DIVISIO CITY OF TUKWILA CORRECTED SHEET CA p. ;- `ki 0 0 V , ti ti D kcl W CO 6 cip O •§ ti REVISIONS: NO. DESCRIPTION DATE CITY OF TUKWILA CORRECTIONS 9/14/10 JOB TITLE: B EAUTY WORKS 182 S OUTHCENTER MALL TUKWILA, WA S HEET TITLE: P ROJECT INFORMATION DRAWN BY: CHECKED BY: SCALE: AS SHOWN PROJECT NO. DATE 2010-03 8-24-1 ❑ DRAWING NO. T -1 ▪ OF . SHEETS WALL PARTITION ATTACH TO STRUCTURE ABOVE SALES SIDE - 2X4 SUSPENDED CEILING OR GWB / SUSPENDED r GWB BY LL 6' SLOTTED TRACK (SLP -TRK OR EQ.) ATTACH TO STRUCTURE ABOVE 2X4 SUSPENDED CEILING OR GWB — - - 1 1 _ i., 2X4 CEILING OR GWB 3 5/8' 20 GAGE METAL STUDS AT 16" O.C. WITH 1 METAL 3 5/8" 20 GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5 8° GYPSUM - / �; BOARD. '`' r ' .5 5/8 20 GAGE METAL • STUDS AT 16 O :C. WITH " ONE LAYER 5/8 GYPSUM BOARD. SECURE BOTTOM TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. .145 AT 18" O.C. SEE FINISH NOTES FOR FLOOR FINISH / BE SCREWED TOP SIDES. i i. 3 5 8 20 GAGE STUDS AT 16' O.C. WITH • ONE LAYER 5/8 GYPSUM BOARD TO 6 ABOVE ONE LAYER 5 8" GYPSUM / STOCK ROOM SIDE SEE FINISH NOTES FOR FLOOR FINISH NOTE: ALL STEEL STUDS AND BOTTOM ON ) BOTH 7 MUST BOARD ON ONE SIDE. RESTROOM SIDE SEE FINISH NOTES FOR FLOOR FINISH FINISHED CEILING.. SECURE BOTTOM TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. 145 AT 18" O.C. STOCK ROOM SIDE CORRIDOR SIDE SEE FINISH NOTES FOR FLOOR FINISH TENANT SIDE SECURE BOTTOM TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. 145 AT 18" O.C. PAINTABLE FIRESTOP SEALANT BOTH SIDES NOTE All STEEL STUDS AND BOTTOM ON y/�.�� i� MUST BE SCREWED TOP BOTH SIDES. iffy NOTE: ALL STEEL STUDS MUST BE SCREWED TOP AND BOTTOM ON BOTH SIDES. <>WALL PARTITION •WALL PARTITION <>1 HOUR WALL PARTITION UL NO. U465 L_' 6' SLOTTED TRACK SLP -TRK OR EQ. ( ) STRUCTURE ABOVE HOLD GWB DOWN FOR = VENTILATION RETURN TENANT SIDE 1 r — ATTACH TO STRUCTURE ABOVE _` . ,• o SLOTTED TRACK (SLP -TRK OR EQ.) ATTACH TO STRUCTURE ABOVE 3 5/8" 20 GAGE METAL TENANT SIDE 2X4 SUSPENDED • CEILING OR GWB 1 STOCK ROOM SIDE ;- ti i; is = i ti" 20 GAGE METAL STUDS AT 16" Q.C. WITH ONE LAYER 5/8° GYPSUM r BOARD. STUDS AT 16" O.C. WITH ONE LAYER 5/8° GYPSUM BOARD. 3 5/8' 20 GAGE METAL • STUDS AT 16 O.C. WITH ." 20 GAGE METAL STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD. 3 5/8 20 GAGE METAL ; STUDS AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM SEE FINISH NOTES FOR FLOOR FINISH SECURE BOTTOM TRACK TO CONCRETE SLAB USING POWER DRIVEN FASTENERS MIN. AT 18 O.C. PAINTABLE FIRESTOP SEALANT BOTH SIDES ONE LAYER 5/8" GYPSUM BOARD ON BOTH SIDES. " 1 CORE BD. 2 -1/2 CT STUD r GWB SEE FINISH NOTES FOR FLOOR FINISH SECURE BOTTOM TRACK SLAB CONCRETE LAB USING CONCRETE SLAB FASTENERS MIN. .145 18" O.C. PAINTABLE AT ATESTOP SEALANT BOTH SIDES BOARD ON ONE SIDE. CORRIDOR SIDE SEE FINISH NOTES FOR FLOOR FINISH SECURE BOTTOM TRACK TO CONCRETE SLAB USING POWER DRIVEN ASTENERS MIN. .145 AT 18" O.C. PAINTABLE FIRESTOP SEALANT BOTH i S NOTE: ALL STEEL STUDS AND BOTTOM ON BOTH MUST BE SCREWED TOP SIDES. NOTE: ALL STEEL STUDS AND BOTTOM ON BOTH j MUST BE SCREWED TOP SIDES. NOTE: ALL STEEL STUDS AND BOTTOM ON BOTH MUST BE SCREWED TOP SIDES. <>WALL PARTITION UL NO. U465 <>WALL PARTITION UL NO. U465 01 HOUR WALL PARTITION UL NO. U465 LEGEND DENOTES EXISTING WALL DENOTES EXISTING WALL TO BE REMOVED DENOTES NEW METAL STUDS W /SOUND BATTS DENOTES NEW METAL STUDS tl 8' -6" -2 1 4" KEY NOTES EXTEND RESTROOM AND EXIT HALL WALLS TO UNDERSIDE OF DECK ABOVE; DWG \00- 00 \AO -O 1/4" INSTALL SUB EX'G ELECTRICAL METER AS PER PANELS CITY OF TUKWILA STANDARDS STOCK ROO M EXIT HALL 105 JERRY M. SHOGAN, ARCHITECT 17311 N, GOLDEN DRIVE COLBERT, WA 99005 (509) 467-9012 - FAX (509) 466-3130 jerryshoganarchitect@ comcast.net 3539 STATE OF WASHINGTON SHAMPOO NEW TENANT PERIMETER WALL BY LANDLORD r) RELOCATED STOREFRONT SYSTEM FROM PREVIOUS OUTLET\ NEW STOREFRONT AND ENTRY DOORS BY LANDLORD CASH WRAP 102 0 COUNTER MUST COMPLY .w /1CC./ANSI -Al 17.1 - 2G.9-3 -0 9' -6" GENERAL NOTES 1. TENANT'S CONTRACTOR TO VERIFY LOCATION AND GET APPROVAL AND REQUIREMENTS FOR ALL TRENCHING WITH WESTFIELD'S ON -SITE TENANT COORDINATOR BEFORE PROCEEDING WITH THE WORK. 2. ALL CONNECTIONS TO METAL DECK SLABS FOR STRUCTURAL LOADS SHALL BE EITHER PRESET OR DRILLED IN ANCHORS. RETAIL 101 3. ALL COLOR AND MATERIAL SELECTIONS MUST MEET ALL CODE REQUIREMENTS FOR FLAME SPREAD AND SMOKE DEVELOPMENT FACTORS. THE LOCAL FIRE DEPARTMENT REQUIRES THE SUBMITTAL OF CUT SHEETS FOR ALL INTERIOR FINISHES FOR FIRE DEPARTMENT APPROVAL. 4. DEMISING WALLS ARE NOT DESIGNED TO SUPPORT MERCHANDISE OR FIXTURE. WALL FIXTURE LOADS MUST BEAR ON AN INDEPENDENT FIXTURE PARTITION INSTALLED ADJACENT TO THE DEMISING WALL. REVISIONS: N❑. DESCRIPTION DATE CITY OF TUKWILA ' /14/10 ! CORRECTIONS 5. INSTALL 3" SOUND BATTS AT ALL RESTROOM WALLS EXISTING DEMISING WALL TO REMAIN 2' -6" • MP CODE AN CE APPROVED SEP 2 7 2010 (lot) City of Tukwila BUILDING DIVISION RECEIVED SEP 17 2010 PERMITCENTER JOB TITLE: B EAUTY WORKS 182 S OUTHCENTER MALL TUKWILA, WA S HEET TITLE: FLOOR PLAN NORDSTROM macys DRAWN BY: CHECKED BY: - SCALE: AS SHOWN PROJECT NO. DATE 2010-03 B -24 -1 ❑ DRAWING NO. BEAUTY WORKS 600 KEY PLAN CITY OF TUKWILA CORRECTED SHEET OF SHEETS SHEET VINYL RUBBER TRANSITION STRIP - BLACK TILE TILE TO STOCK FL. TRANSITION SCALE: N.T.S. TILE THRESHOLD MALL FINISH ENTRANCE FL. TRANSITION SCALE= N.T.S. TILE METAL SLUDDER STRIP - ZINC CARPET CARPET TO TILE FL. TRANSITION SCALE: N.T.S. VINYL CARPET TO VINYL FL. TRANSITION SCALE: N T.S. DOOR SCHEDULE SEE RESPONSIBILITY SCHEDULE ON Tl. FINISH LEGEND RESPONSIBILITY SCHEDULE ON 11. ®► am NO ROOM NAME DOOR SIZE DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH HARDWARE GROUP NOTES NO. MATERIAL MANUFACTURER SPECIFICATIONS 6.1 PAINT BENJAMIN MOORE "SUMMERDALE GOLD" # HC -17 0 FRONT ENTRY 6' -0" X 7-0" BR ALUM /GLASS GLASS ALUM. BRONZE ALUM 4, 5, 6 6.2 PAINT BENJAMIN MOORE "HENDERSON'S BUFF" # HC -15 6.3 PAINT BENJAMIN MOORE "KENDALL CHARCOAL" # HC -166 06 O6 STOCK ROOM 3� -0" X 8' -0" FETAL P -2 METAL P -2 AO 1, 2, 5, 6, 6.4 PAINT BENJAMIN MOORE "WET CONCRETE" # 2114 -40" 6.5 PAINT BENJAMIN MOORE "BASIC WHITE" 0 RESTROOM 3' -0" X 6' -8" METAL P -2 METAL P-2 0 1, 2, 5, 6, PAINT - - - PAINT - - 0 REAR EXIT 3' -0" X 7' -0" 20 MIN. RATED METAL P -2 METAL © 3, 4, 5, 6' 9 — PAINT - - P -2 - PAINT - - DOOR HARDWARE F -1 KENYA RUGGINE; GLAZED PORCELAIN; SIZE: 13 "x13 ", 20 "x20" PLUS TRIM; "VARIATION V3 "; OA ENTRY PUSH /PULL HARDWARE W/ LOCKSET, CLOSER F -2 LEE'S CARPETS; "SQUARED "; MOONTRAIL; MOUNTAIN SHADOWS; SIZE: 18 "x18 "; PRIVACY LEVER HARDWARE (BRUSHED CHROME) NEW LOCK. KICK PLATES ON BOTH SIDES. F -4 CARPET INTERFACE FLOR 1ST AVENUE 8144 TAUPE 19.69X19.69 F -5 QUARTZ 11LE DAL TILE NQ -13 BLACK SUEDE 24X24 OC PANIC BAR HARDWARE WITH ALARM AND CLOSER F -6 CARPET INTERFACE FLOR FLATIRON 2ND AVENUE 8161 WOOSTER 19.69X19.69 F -7 QUARTZ TILE DAL TILE NQ -50 CULTURED PEARLS 24X24 DOOR NOTES F -8 CARPET INTERFACE FLOR URBANSCAPES COLLECTION NEW URBAN SEAL 8238 19.69X19.69 F -9 CONCRETE EXISTING CLEAN AND SEAL 1. NEW DOOR SUPPLIED, INSTALLED AND FINISHED BY LLG.C.. 2. ALL NEW DOOR OPENINGS ARE NONBEARING OR NON -SHEAR WALLS. 3. SERVICE DOOR BUZZER WITH BUZZER STATIONS ABOVE CEILING AT CASHWRAP AND OFFCE 4. EXIT DOORS SHALL NOT BE SUBJECT TO THE USE OF A KEY OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE PER NFPA 101 UFE SAFETY CODE 1997 EDITION CHAPTER 5- 2.1.5.1 5. INSTALL WALL DOORSTOPS AT HEIGHT OF DOOR KNOB AT ALL DOORS THAT SVMNG INTO OR OUT TOWARD A WALL 6. INSTALL DOOR SILENCERS. 7. SALES TO CORRIDOR DOOR TO HAVE A DORMA DOOR CLOSER WITH MODEL ADC -DSTHO 'HOLD OPEN ARM' 8. LLG.C. TO INSTALL A WIDE ANGEL PEEP HOLE F -10 MALL TILE BY MALL CONFIRM WITH MALL F -11 VCT MOHAWK CH17 ANTIQUE WHITE 12X12 G -1 GROUT POLYBLEND #95 SABLE BROWN G -2 GROUT POLYBLEND #386 OYSTER GRAY G -3 GROUT POLYBLEND 1160 CHARCOAL G -4 GROUT POLYBLEND #11 SNOW WHITE GENERAL NOTES B -1 4.1 JOHNSONITE; COLOR: BLACK (VERIFY HT w /OWNER) 1. T.G.C. TO COVER WINDOWS WITH PLAIN PAPER UNTIL THE END OF CCNSTRUCTION. WINDOWS MUST THEN BE CLEANED AFTER REMOVAL AND ANY TAPE ADHESIVE REMOVED. PAPER TO BE REMOVED AND WINDOWS TO BE CLEANED PRIOR TO TURNOVER 2. T.G.C. TO VERIFY DOORS IN THE MEANS OF EGRESS SYSTEM TO BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE DR EFFORT. 3. INTERIOR WALL AND CEILING FINISH MATERIALS IN MERCANTILE OCCUPANCIES SHALL BE CLASS A OR CLASS B PER NFPA 101, 24 -3.3, 1997 EDITION. 4. T.G.C. SHALL PROVIDE SUFFICIENT NUMBER OF 2A1OBC FIRE EXTINGUISHERS SO THAT A FIRE EXTINGUISHER CAN BE REACHED WITHIN 75 FEET OF NORMAL TRAVEL FROM ANY PONT 81 THE BUILDING. PLEASE TAKE INTO CONSIDERATION THAT ARE EXTINGUISHERS SHOULD BE LOCATED NEAR EXITS. MOUNTING HEIGHT SHALL BE 4 FEET A.F.F. MAXIMUM. CL -1 GYP. BD. CEILING NEW PAINTED GYP. BD. CL -2 SUSPENDED ACT NEW - WC -1 FRP PANELS STRUCTOGLAS WHITE (TO 48" A.F.F. WITH TRIMS, NO EXPOSED FASTENERS.) INTERIOR FINISH MATERIALS SHALL BE CLASS A OR CLASS B PER NFPA 101, 24 -3.3, 1997 EDITION. CONTRACTOR'S NOTE FLOOR FINISH NOTES WRITTEN DIMENSIONS HOLD PREFERENCE NOT SCALE DRAWINGS. CONTRACTOR'S OVER SCALED DIMENSIONS. DO MUST VISIT JOB SITE TO VERIFY BEFORE SUBMITTING BIDS. CONDITIONS WHICH MAY INTERFERE TO TENANT REPRESENTATIVE. PROCESS AND BEFORE START BE ALLOWED FOR JOB OR CODE OF CONSTRUCTION. AM11CO FLOOR CLEANING PREPARE BRAVO SOLU11ON AS PER THE INSTRUCTIONS NOTED ON THE BOTTLE. FOLLOW ALL SAFETY INSTRUCTIONS. PARTICULARLY NOTING THAT A FLOOR CAN BECOME SLIPPERY DURING THE STRIPPING PROCESS. APPLY PLENTY OF BRAVO SOLUTION OVER A MANAGEABLE AREA. ALLOW 5 -10 MINUTES CONTACT TIME. EITHER MACHINE SCRUB WITH BLUE 3M PAD OR AGITATE SOLU11ON WITH MOP. DO NOT ALLOW SLURRY TO DRY ON FLOOR. EITHER REMOVE SLURRY WITH WET VACUUM MACHINE OR MOP AND BUCKET. RINSE FLOOR TWICE WITH CLEAN WATER. ALLOW TO DRY ALL EXISTING CONDITIONS AND DIMENSIONS REPORT ANY DISCREPANCIES OF ANY WITH THE PROPER EXECUTION OF WORK, REPORT DISCREPANCIES DURING BIDDING OF CONSTRUCTION. EXTRAS WILL NOT COMPLIANCE CONDITIONS AFTER COMMENCEMENT APPLICATION OF CAREFREE COMPLETE SEALER LOAD MOP WITH CAREFREE COMPLETE SEALER (DO NOT USE THE SAME MOP USED TO APPLY STRIPPING.) APPLY A THIN EVEN COAT WITH OVERLAPPING PASSES. ALLOW TO DRY APPROX. 30 MINUTES. APPLY SECOND COAT AT 90 DEGREE TO FIRST. ALLOW TO DRY APPROX. 30 MINUTES. DO NOT BUFF FOR 24 HOURS. I.B.C. 2006 NOTES SMOKE- LOCATED 2006. AFTER INSTALLATION NOTES 1. INTERIOR FINISHES: CLASS C: FLAME SPREAD 76 -200; DEVELOPED 0 -450 AS PER IBC 2006. 2. GLAZING SUBJECT TO HUMAN IMPACT LOADS AND IN HAZARDOUS LOCATIONS SHALL COMPLY WITH IBC AM11CO MUST BE COVERED WITH HEAVY PAPER AFTER BEING STRIPPED, BUFFED AND WAXED. (DO NOT USE HEAVY TAPE LIKE DUCT TAPE) USE MASKING TAPE. T.G.C. TO WAX VCT IN STOCK ROOM AND TOILET ROOM W/ GENERIC WAX PRIOR TO TURNOVER. : \DWG \00- 00 \AO -0 1/4" JERRY M. SHOGAN, ARCHITECT 1 731 1 N. GOLDEN DRIVE COLBERT, WA 99005 (509) 457-901 2 - FAX (509) 455-3130 jerryshoganarchitect @comcast.net 3539 STOCK PT6.) ROOM REGISTERED CHITECT fioaan JE` 'Y M. SHr AN STATE OF WASHINGTON REVISIONS: NO. DESCRIPTION DATE CITY OF TUKWILA /14/10 1 CORRECTIONS PT6._ J OB TITLE: REVIEWED FOR CODECOMPLIANCE A�PPRnvEp SEP 2 7 2010 City of Tukwila BUILDING DIVIRiam B EAUTY WORKS 182 S OUTHCENTER MALL TUKWILA, WA S HEET TITLE: FLOOR FINISHES WALL FINISHES DRAWN BY: CHECKED BY: - SCALE: AS SHOWN FINISH PLAN PG 10 1 I RECEIVED SEP 17 2010 PERMIT CENTER CITY OF TUKWILA CORRECTED SHEET PROJECT NO. DATE 2010-03 B-24-10 DRAWING NO. OF . SHEETS IN SEISMIC ZONES: COMPRESSION POST © 12' ON CENTER EACH WAY IN THE FIELD AND 6' MAXIMUM FROM WALL EDGES. STRUTS TO BE TIGHT TO CEILING GRID AND STRUCTURE ABOVE. LOCATE STRUTS ON MAIN RUNNERS. T -BAR VERTICAL SUSPENSION WIRES: #12 WIRE © 4' -0" ON CENTER EACH WAY. LOCATE ON MAIN RUNNERS. ALSO, LOCATE 8" OFF OF EACH WALL FOR BOTH MAIN AND CROSS RUNNERS. LATERAL BRACING REQUIRED (4) #12 WIRES SECURED AT 12' -0" O.C. MAX. AND 6" MAX. FROM WALLS AND SPLAYED 90° 45' ANGLE MAXIMUM FROM PLANE OF CEILING. H.D. T -BAR SYSTEM CROSS RUNNER T -BAR SYSTEM MAIN RUNNERS SHALL BE MAI N RUNNER SELF - TAPPING 1 -5/8" DRY WALL SCREWS © 24" 0.C. 0,0 3/4" _ MIN. 'L WALL ANGLE PERIMETER WIRE 1" MIN. WALL ANGLE TYPICAL RESTRAINED W /POP RIVETS PER SYSTEM MANUFACTURERS RECOMMENDATIONS NOTE: SCREW ALL LIGHT FIXTURES TO T -BAR PROVIDE #12 SLACK WIRES ATTACHED TO EA. FIXTURE AT TWO OPPOSING CORNERS 3 -TURNS MIN. AT WIRES, TYPICAL STRUT SIZE MAX. LENGTH 3/4" DIA. RIGID METAL CONDUIT 8' -6" 1" DIA. RIGID METAL CONDUIT 10' -0" SINGLE 2 -1/2" x 20 GA. METAL STUD (MIN. =0.18 IN. 11'-6" BACK TO BACK 2 -1/2 "x 20 GA. METAL STUD 15' -0" SCREWED TOGETHER © 24" O.C. CEILING BRACING (T BAR) NOT TO SCALE FINISH CEILI 4 » 6 -- 1 - -U.- 12' -0" MAXIMUM 4' -O" MINIMUM re 11 LIGHT TRACK WITH HEADS O I EMERGENCY LIGHT - CEILING MOUNTED RETURN AIR GRILLE 1 I 2 X 4 FIXTURE PRISMATIC a N id 0 0 6 mom ■■■■■■ 2 X 4 FIXTURE PARABOLIC 1 0 RECESSED DOWN LIGHT e 8 MECHANICAL CONTRACTOR'S NOTE CONTRACTOR'S NOTE CEIUNG MOUNTED MECHANICAL EQUIPMENT TO REMAIN. G.C. TO RELOCATE SUPPLY AND RETURN DIFFUSERS AS NECESSARY PER NEW WALL LAYOUT. G.C. TO VERIFY THAT THE LOCATION OF THE EXISTING EQUIPMENT DOES NOT INTERFERE WITH NEW CONSTRUCTION. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF WORK, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. NG HEIGHT I CEILING BRACING IN SEISMIC ZONES: COMPRESSION STRUTS @ 12' -0" ON CENTER EACH WAY. 3/8" MINIMUM CLEAR CROSS RUNNER OR MAIN, TYPICAL. NOTE: TIE TO ADJACENT WALL, TO CEILING MAIN, AND TO CROSS RUNNERS. PLAN SECTION SUSPENDED CEILING FINISH FLOOR NOT TO SCALE AT LIGHT FIXTURES ATTACH NO. 12 GAUGE HANGER WIRE WHICH SHALL BE ATTACHED TO THE GRID MEMBER WITHIN 3" OF EACH CORNER OF EACH FIXTURE, TYPICAL EACH LIGHT FIXTURE TO HAVE 2 NO. 12 GAUGE HANGER WIRES ATTACHED @ OPPOSITE CORNERS, FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE, ONE © EACH END,TYP. LIGHT FIXTURE NOTE: LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED AT EA. END cE_o SUSPENDED CLG. @ LIGHT NOT TO SCALE STOCK ROOM 106 : \DWG \00- 00 \AO -0 1/4" EXIT HALL 105 HEADER HEIGHT R - RELOCATED FIXTURE REFLECTED CEILING LEGEND R - RELOCGDXHXT N - NEW FIXTURE ® EXIT SIGN - CEILING OR WALL MOUNTED re A/C SUPPLY GRILLE LIGHT TRACK WITH HEADS EMERGENCY LIGHT - CEILING MOUNTED RETURN AIR GRILLE 1 I 2 X 4 FIXTURE PRISMATIC id EXHAUST FAN w/ TIMER 4 UNDER CABINET STRIP LIGHT mom ■■■■■■ 2 X 4 FIXTURE PARABOLIC 1 RECESSED DOWN LIGHT ` EXHAUST VENT GRILLE MECHANICAL CONTRACTOR'S NOTE CONTRACTOR'S NOTE CEIUNG MOUNTED MECHANICAL EQUIPMENT TO REMAIN. G.C. TO RELOCATE SUPPLY AND RETURN DIFFUSERS AS NECESSARY PER NEW WALL LAYOUT. G.C. TO VERIFY THAT THE LOCATION OF THE EXISTING EQUIPMENT DOES NOT INTERFERE WITH NEW CONSTRUCTION. WRITTEN DIMENSIONS HOLD PREFERENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION OF WORK, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. 9' -6" AFF JERRY M. SHOGAN, ARCHITECT 1731 1 N. GOLDEN DRIVE COLBERT, WA 99005 (509) 467-9012 - FAX (5091 466-3130 jerryshoganarchitect@comcast.net 3539 REGISTERED CHITECT fioaan JE M. SHAN I STATE OF WASHINGTON 0 �� \! HEADER & SOF A i .11 0 ro REVISIONS: 0 MIN 3' -0" dpHEADER HEIGHT 10' -6" AFF JOB TITLE: B EAUTY WORKS 182 S 0UTHCENTER MALL TUKWILA, WA REFLECTED CEILING PLAN 0 1' 2' 4' 6' 10' i)Gio 1 18 REVIEWED FOR CODE COMPLIANCE APPRfVEQ SEP 27 2G10 Ci of Tukwila BUILDING f IVISInto KEYNOTES CEILING HEIGHT: 9' -6" S HEET TITLE: REFLECTED CEILING PLAN MOUNT CAN LIGHTS IN LINE WITH THE CENTER OF MILLWORK FINAL LOCATION OF FLEXIBLE LIGHTS ARE TO ALIGN WITH CENTER OF SEATING DRAWN BY: CHECKED BY: SCALE: AS SHOWN RECEIVED SEP 17 2010 PERMIT CENTER CITY OF TUKWILA CORRECTED SHEET PROJECT NO. DATE 2010-03 8 -24 -1 ❑ DRAWING NO. OF . SHEETS 3/8" METAL EDGE OR BULLNOSE TOP COURSE — 30" X 36" MIRROR LEVER CONTROLS X 0 X GWB (PAINTED) ON 1/2" M.R. GWB THIS WALL , -o„ 6" 3/8" METAL EDGE OR BULLNOSE TOP COURSE SEAT COVER DISP. 4 0 in C.TILE BASE WITH 3/8" COVE 1' -6" H.C. RESTR❑ ❑M ELEV. ® SCALE 1/2" = 1 –0" NOTE: NANDKJIPPED SK�UGE RQ� SUPPLED AND MSTALLED WHERE BY CONTRACTOIRED. R ASP PLAQUE TYPE ACRYUC WITH SUBSURFACE GRAPHICS TEXT: SC901 vier. 1 THCK. r ON DOOR. 80 ABdVE FINISHED 0 6 c (UNEEX REST E5--TOILET SIGNAGE GRAB BAR, INSTALL PER TA aUsRA Y NIEI BEET A02 FOR ADDITIONAL REQUIREMENTS 1-1 2'' [0111 SECURE TO 6ACKHNG l PER MANUFACTURER REQUIREMENTS, TYPICAL. SCHEDULED WALL, TYPICAL GRAB BAR DETAIL y1' -0" 2' -6 2' -6" " HANDICAPPE9�, ACCESSIBLE LEVER HANDLES AT 36 " -42" A.F.F. SOAP DISP. LEVER CONTROLS °fl z TEMPERATURE SHIELDING - ON SUPPLY AND DRAIN LINES H.C. RESTRO O M ELEV. OSCALE 1/2" = 1' -0" 3' -4" 4r- 11 (.0 1-1/2" DIA. GRAB BARS TOILET\:` PAPER DISP. �i ...... ). H.C. RESTROOM ELEV. OSCALE 1/2" = 1' –O" RESTRO D M NOTES 1. GRAB BARS 1 –1/4"– 1-1 /2" DIAMETER MOUNTED 1-1/2" FROM WALL. BARS SHALL BE CAPABLE OF SUPPORTING 300 LBS. LIVE LOAD WITHOUT PERMANENT DEFLECTION. PROVIDE BLOCKING IN EXISTING WALLS AS REQUIRED. 2. FLOORS SHALL BE SMOOTH, HARD, NONABSORBENT SURFACE. 3. PROVIDE 5" COVED SANITARY BASE. 4. DIMENSIONS, NOTES AND EQUIPMENT TYPICAL FOR ALL TOILET ROOMS UNLESS OTHERWISE NOTED. 5. TOILET ROOM FAN TO BE INTEGRALLY SWITCHED WITH TOILET LIGHT, AND VENTED TO THE OUTSIDE. 6. GYPSUM BOARD APPLIED TO PLUMBING WALLS SHALL BE WATER– RESISTANT. 7. COMPLY WITH ADA REQUIREMENTS AND LOCAL HANDICAPPED CODE. 8. PROVIDE A 4' -0" HIGH PLASTIC LAMINATE WAINSCOT WITH STAINLESS STEEL TRIM, ON ALL WALLS. - - - 9. HOT WATER TANK CALL –OUT SEE 2.02. 2' -6" 2'– 0 d-� N V RROR VIRROR 00 0 0. 00 00 ALIGN CENTER OF MIRROR & "SNAKE" LIGHTS WITH CENTERLINE OF STATION N IR ROR 1, V IR ROR C-) 411 21 -0„ 3' -0" 2' -0 3' -0" SALON WALL SCALE 1/2" = 1' -0" 8" 3' -0 ". It 3' -0" 2' -0" H.C. RESTROOM ELEV. SCALE 1/2" = 1' -0" 4' -0 c=== C0-- i ■`/ C == -> c - ==== L N H.C. RESTROOM PLAN SCALE 1/2" = 1 -0" RESTROOM ACCESSORIES SCHEDULE MARK DESCRIPTION FURN /INST. REMARKS FINISH 0 LAVATORY AND FAUCET G.C. / G.C. HANDICAPPED ACCESSIBLE WHITE /CHROME 0 WATER CLOSET G.C. / G.C. HANDICAPPED ACCESSIBLE WHITE O GRAB BARS G.C. / G.C. 36" REAR / 42" SIDE 1-1/2" DIA. STAINLESS STEEL TEXTURED GRIP O PAPER TOWEL DISPENSER G.C. / G.C. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT PLASTIC ACRYLIC © TOILET PAPER DISPENSER G.C. / G.C. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT PLASTIC ACRYLIC O MIRROR G.C. / G.C. 30" X 36" HANDICAPPED MOUNTING HEIGHT STAINLESS STEEL FRAME 0 TOILET SEAT COVER DISPENSER G.C. / G.C. SURFACE MOUNT, HANDICAPPED MOUNTING HEIGHT PLASTIC 0 SOAP DISPENSER G.C. / G.C. MOUNT ON MIRROR FACE CLEAR ACRYLIC O DOOR SIGNS G.C. / G.C. HANDICAPPED ACCESSIBLE SIGNAGE BLACK WITH WHITE LETTERING O EXHAUST FAN G.C. / G.C. DIRECT WIRE TO LIGHT SWITCH WHITE ' �= it -- 2> - <-..;--.. - - -` ' a N) PGU) 118 3'– SHAMPOO © SCALE 1/2" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 7 2010 City of Tukwila BUILDING DIVISION RECEIVED SEP 17 2010 PERMITCENTER SECTION SCALE 1/2" = i ' -0" : \DWG\00-00\A0-1 1/2" JERRY M. SHOGAN, ARCHITECT 17311 N. GOLDEN DRIVE COLBERT, WA 99005 (509) 467.9012 - FAX (509) 466 -3130 jerryshoganarchitect@comcast.net REVISIONS: NO. DESCRIPTION DATE J OB TITLE: BEAUTY WORKS 182 S OUTHCENTER MALL TU KWI LA, WA S HEET TITLE: INTERIOR ELEVATIONS DRAWN BY: CHECKED BY: - SCALE: AS SHOWN PROJECT NO. DATE DRAWING NO. OF . SHEETS LEASE LINE EXISTING BULKHEAD z / / / SIGN BAND FINISH BY TENANT OVER i PLYWD. SIGNAGE BY TENANT LEASE LINE �a beauty Q . orks A SALON & BEAUTY STORE ,/ fi NEW STOREFRONT GLAZING AND DOORS ®STDRE ENTRY ELEVATION 0 1 2' 5' DROPPED SOFFIT WHERE REQUIRED. HOLD TO 10' -6" AFF COORDINATE IN FIELD WITH LL REP. EXISTING MALL BULKHEAD AND STRUCTURE (BY LANDLORD) 0 c 0 NEWSTOREFRONT N T GLAZING 0 EXISTING MALL BULKHEAD AND STRUCTURE (BY LANDLORD) LEASE LINE LIGHT COVE FASCIA S.S. 20 GA. - 3/4" METAL REVEAL TOP AND SIDES beauty CI works A SALON & BEAUTY STORE SIGNAGE AND FINISH BACKING BY TENANT — NEW STOREFRONT GLAZING AND DOORS ©STDREFRDNT SECTION ®8EGTIDN AT ENTRY 0 1' 2' 5' V 2' 5' ()SIDE ELEVATION 1' 2' 5' /7 RELOCATED GLASS PARTITION ®0G/9F:-I W RAP COUNTER ' 5' STACKED --, W/D co r_ 5' -0" ®STDGK ROOM COUNTER V 2' 5' REVIEWED FOR CODE COMPLIANCE APDRflVEQ SEP 27 nit) City of Tukwila BUILDING Division, : \DWG \00- 00 \AO -0 1/4 JERRY M. SHOGAN, ARCHITECT 1 731 1 N. GOLDEN DRIVE COLBERT, WA 99005 (509) 457 -9012 - FAX (5091465-3130 jerryshoganarchitect@comcast.net REGISTERED CHITECT REVISIONS: NO. DESCRIPTION DATE JOB TITLE: B EAUTY WORKS 182 S OUTHCENTER MALL T U KW I LA, WA S HEET TITLE: STOREFRONT ELEVATIONS DRAWN BY: - CHECKED BY: - SCALE: AS SHOWN RECEIVED SEP 17 2010 PERMIT CENTEF PROJECT NO. DATE 2010-03 13-24-10 DRAWING NO. OF . SHEETS EXIT HALL 105 4' — STOCK ROOM 106 RESTROOM 104 SALON 103 SHAMPOO 107 5' -0" 5' -0" 5' -0" CASH WRAP 102 1 5' -0" 0 FIXTURE PLAN 10' 0 in RETAIL 101 P&ioii8 0 REVIEWED FOR CODE COMPLIANCE APDQnvED SEP 2 7 2010 City of Tukwila BUILDING DIVISION RECEIVED SEP 17 2010 PERMIT CENTER DWG \00- 00 \A0 -0 1/4" JERRY M. SHOGAN, ARCHITECT 17311 N. GOLDEN DRIVE COLBERT, WA 99005 (509) 467-9012 • FAX (509) 466.3130 jerryshoganarchitect @comcast .net STATE OF WASHINGTON REVISIONS: NO. DESCRIPTION DATE JOB TITLE: BEAUTY WORKS 182 90UTHCENTER MALL T U KW I LA, WA SHEET TITLE: FIXTURE PLAN DRAWN BY: CHECKED BY: - SCALE: AS SHOWN PROJECT NO. DATE 2010-03 8-24-10 DRAWING NO. OF . SHEETS GENERAL PLUMBING NOTES 1. ALL PLUMBING INSTALLATIONS SHALL COMPLY WITH STATE AND LOCAL CODES. 2. PLUMBING CONTRACTOR SHALL MAKE CORRECTIONS IF WATER SUPPLY AND DRAINAGE FOR THE BUILDING ARE REVERSED. 3. INSTALL ALL THREADED CLEANOUT PLUGS WITH PIPE DOPE TO ALLOW EASY REMOVAL IN THE FUTURE. 4. IT WILL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO INSURE THAT ITEMS TO BE FURNISHED UNDER PLUMBING CONTRACT WILL FIT THE SPACE AVAILABLE - PLUMBING CONTRACTOR SHALL MAKE NECESSARY FIELD MEASUREMENTS TO ASCERTAIN SPACE REQUIREMENTS, INCLUDING THOSE FOR CONNECTIONS AND SHALL FURNISH AND INSTALL SUCH SIZES AND SHAPES OF EQUIPMENT THAT ARE THE TRUE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 5. GENERAL CONTRACTOR SHALL PROVIDE ALL OPENINGS IN WALLS, FLOORS, AND ROOF WITH EACH CONTRACTOR RESPONSIBLE FOR VERIFYING LOCATION AND SIZES OF ALL OPENINGS REQUIRED UNDER HIS CONTRACT, UNLESS NOTED OTHERWISE ON THE PLANS. 6. PLUMBING CONTRACTOR SHALL PROVIDE PRESSURE REDUCING VALVE, SWEAT TYPE, 30 -60 PSIG DISCHARGE RANGE WHERE REQUIRED BY LOCAL CODES. 7. ALL PLUMBING FIXTURES SHALL BE NEATLY CAULKED WITH SILICONE COMPOUND WHERE FIXTURE MEETS WALL. 8. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL AND CONTROL CONNECTIONS TO PLUMBING EQUIPMENT WITH THE ELECTRICAL CONTRACTOR. SEE PLANS FOR LOCATIONS OF JUNCTION BOXES, DISCONNECTS, AND CIRCUIT BREAKERS (PANEL BOARDS). TYPE, SIZE AND NUMBER OF CONDUCTORS AND CONDUITS TO EQUIPMENT SHALL BE COORDINATED WITH & VERIFIED BY THE ELECTRICAL CONTRACTOR. IN CASE OF PLUMBING EQUIPMENT CONNECTION TO A CIRCUIT BREAKER, THE NUMBER AND SIZE OF CONDUCTORS AND CONDUIT SHALL CONFORM TO THE LATEST NATIONAL ELECTRICAL CODE REGULATIONS. ALL MOTOR STARTERS, SWITCHES, CONTROL DEVICES, ETC., PROVIDED BY THIS CONTRACTOR SHALL BE RECESSED IN THE WALLS, EXCEPT WHERE THESE ITEMS ARE LOCATED IN MECHANICAL ROOMS. PROVIDE NAMEPLATES FOR ALL EQUIPMENT, SWITCHES, CONTROL DEVICES, ETC. 9. PLUMBING CONTRACTOR SHALL SUPPLY AND INSTALL GAS PIPING IF SHOWN ON PLANS. ALL GAS PIPING SHALL COMPLY WITH LOCAL CODES. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO ALL EQUIPMENT. INSTALL REGULATORS AT EQUIPMENT WHERE REQUIRED BY MANUFACTURER OR CUTS SUPPLIED BY FURNISHING CONTRACTOR. 10. PLUMBING CONTRACTOR SHALL INSTALL SHOCK ABSORBERS AT PLACES INDICATED ON THE PLANS AND RISER DIAGRAM. SHOCK ABSORBERS SHALL BE PDI APPROVED. 11. ALL UNDERGROUND DRAINAGE, WASTE AND VENT PIPE SHALL BE CAST IRON OR AS ALLOWED BY LOCAL CODES. ALL ABOVE GROUND DRAINAGE, WASTE AND VENT PIPE SHALL BE PVC. 12. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR APPROVED FLOOR PLAN AND DIMENSIONS. DO NOT SCALE PLUMBING DRAWINGS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING CONDENSATE DRAIN PIPING ON AIR HANDLING UNITS. COORDINATE WORK WITH MECHANICAL CONTRACTOR. 14. CONTRACTOR SHALL INSTALL WATER PIPING SO THAT PIPE JOINTS ARE NOT UNDER FLOOR SLAB. 15. PIPE INSULATION SHALL BE CONTINUOUS THROUGH WALLS OR FLOOR. 16. CONTRACTOR SHALL TEST SOIL, WASTE AND VENT SYSTEMS WITH PEPPERMINT. ALL MECHANICAL SYSTEMS SHALL BE RUNNING WHILE THESE TESTS ARE BEING MADE. CONTRACTOR SHALL FURNISH A CERTIFICATE OF COMPLIANCE AND ACCEPTANCE OF THESE TESTS. 17. CONTRACTOR SHALL INSULATE ALL UNDER SLAB HOT WATER PIPING WITH 1" RIGID URETHANE FOAM INSULATION AND 1" CLOSED CELL RUBBER INSULATION, WITH FIRE RETARDANT COATING ON ALL HOT WATER AND RETURNS LINES ABOVE SLAB. INSULATE ALL COLD WATER LINES ABOVE SLAB WITH 1/2" CLOSED CELL RUBBER FIRE RETARDANT INSULATION. 18. ANY DEVIATIONS FROM SPECIFIED PLUMBING FIXTURES AND TRIM IN FIXTURE SCHEDULE SHALL BE APPROVED PRIOR TO SUBMITTAL FROM THE TENANT'S PROJECT MANAGER. 19. ALL INDIRECT WASTE LINES SHALL HAVE A MINIMUM OF 2" VERTICAL AIR GAP AT FLOOR SINK, DRAIN OR HUB. FLOOR SINKS, DRAINS OR HUBS SHALL EXTEND A MINIMUM 1" ABOVE FINISHED FLOOR WHEN SERVING INDIRECT DRAINS. 20. VACUUM BREAKERS SHALL BE INSTALLED ON ALL HOSE BIBBS AND HYDRANTS. VACUUM BREAKERS /BACK FLOW PREVENTORS TO BE INSTALLED AT ANY POINT WHERE THERE IS DANGER OF THE NON POTABLE WATER SYSTEM COMING IN CONTACT WITH THE PORTABLE WATER SYSTEM OR ANY DANGER OF BACK FLOW. COORDINATE WITH LOCAL INSPECTOR. 21. ALL PLUMBING WORK SHALL BE COORDINATED WITH OTHER PROJECT CONTRACTORS BEFORE INSTALLATION. 22. USE TYPE "K" SOFT DRAWN COPPER UNDER SLAB. 23. ALL WATER DISTRIBUTION PIPE ABOVE GROUND SHALL BE COPPER OR COPPER ALLOY TUBING. PLUMBING FIXTURE SCHEDULE PLAN MARK MANUFACTURER MODEL NUMBER NOTES WC AMERICAN STANDARD #2168.100 C/W SUPPLY PIPING, ANGLE VALVE, WALL FLANGE AND FLEXIBLE RISER. (ZURN ZH- 8825- CR -LK) SEAT OLSONITE #46SSTL LAV ADVANCE 7 -PS -50 STAINLESS STEEL SINK, LEVER OPERATED DRAIN K -26, S.S. BASKET K -6, ADVANCE FAUCET K -9, WH A.O. SMITH ELJF -10 1- 0-G.A. STORAGE CAPACITY, 3.0 INPUT, 208V. ELECTRIC WATER HEATER FD ZURN ZN- 415 -6S CAST WITH DEEP SEAL TRAP AND 6" STRAINER TP PPP INC. #PR -500 FULLY AUTOMATIC, ALL BRASS TRAP PRIMER VALVE, ACTIVATED BY A DROP IN BUILDING WATER PRESSURE, NO ADJUSTMENT REQUIRED, MODEL PRIME -RITE FOR 1 TO 4 TRAPS WITH DISTRIBUTION UNIT. MUST BE INSTALLED ON A FRESH COLD WATER LINE OF 1 1/2" DIAMETER OR LESS, AS INDICATED ON DRAWINGS, OR REQUIRED BY PLUMBING CODE. WCO ZURN __ WALL CLEAN OUT -CAST IRON CLEAN OUT TEE WITH BRONZE THREADED CLEAN OUT PLUG. PLUG TO BE GAS AND WATER TIGHT. WALL ACCESS PANEL - ZURN #ZANB- 1460 -9 9 "x9" WALL ACCESS PANEL AND FRAME: SMOOTH NICKEL BRONZE SECURING LUGS. SINK BY TENANT BY TENANT PROVIDED BY TENANT N) FD - _WC TO TRAP PRIMER CONNECTION AT FD SINK N 'SLAV WASHER INSTALL A NEW REDUCED PRESSURE BACKFLOW PREVENTOR ABOVE CEILING INSIDE OF TENANT SPACE; "WATTS" REDUCED PRESSURE ZONE ASSEMBLY VERIFY SUPPLY LINE SIZE: i "0 0 SUPPLY LINE: MODEL NO. 909AG -A; SERIES 009 OR SERIES 009M2/M3; TACO CX -15 EXPANSION TAN FDA AND ASME APPROVED FOR POTABLE WATER. SINK' 1 4mt: VACUUM RELIEF VALVE (VALVE AND TEE ABOVE WATER HEATER) NUNION 10 GALLON WATER HEATER ABOVE TOILET CEILING. PROVIDE 3" DEEP GALV PAN W /SOLDERED SEAMS. TERMINATE INDIRECTLY INTO FLOOR DRAIN SINK ROUTE AUX. DRAIN TO APPROVED RECEPTOR SUCH AS C TATTLETAIL DRAIN ETC. WATER HEATER T & P AND DRAIN PAN CANNOT CAUSE TRIPPING HAZARD. VERIFY ACT LOCATION IN FIELD. ®WATER RISER DIAGRAM (N.T.S.) LAV PROVIDE AND INSTALL WC, 4" V.T. R. —� 4 WCO WC WCO 3" FD W /TRAP PRIMER N LAV EXTEND NEW 4" SS TO EXISTING SYSTEM, VERIFY EXACT LOCATION, FLOW AND DEPTH. wcO 3" FD W /TRAP PRIMER ®w& V RISER DIAGRAM (N.T.S.) ?Gioii8 CITY OF TUKWILA REVIEWED FOR CODE COMPLIANCE APD fl D SEP 2 7 2010 City of Tukwila BUILDING DIVISION RECEIVED SEP 17 2010 PERMIT CENTER CORRECTED SHEET : \DWG \00- 00 \AO -0 1/4" JERRY M. SHOGAN, ARCHITECT 17311 N. GOLDEN DRIVE COLBERT, WA 99005 (509) 467-9012 - FAX (509) 466-3130 jerryshoganarchitect @comcast.net 3539 REGISTERED CHITECT ho an JE Y M. SHC!!�AN STATE OF WASHINGTON REVISIONS: 182 Southcenter Mall Tukwila, Washington NO. DESCRIPTION DATE CITY OF TUKWILA • /14/10 CORRECTIONS JOB TITLE: B EAUTY WORKS 182 S O UTH C E NTER MALL T U KW I LA, WA S HEET TITLE: RISER DIAGRAMS PLUMBING NOTES DRAWN BY: CHECKED BY: - S CALE: AS SHOWN PROJECT NO. DATE 2010-03 8-24-10 DRAWING NO. P -1 OF . SHEETS GENERAL NOTES 1. CONTRACTORS SHALL PROVIDE EQUIPMENT AND SPECIALTIES INDICATED HERE -IN TO PROVIDE A COMPLETE AND WORKING SYSTEM. 2. CONTRACTORS SHALL COMPLY WITH ALL _LAWS, LOCAL ORDINANCES AND CODES OF THE STATE, FEDERAL AGENCIES AND MUNICIPALITY. CONTRACTORS SHALL SECURE AND PAY FOR ALL NECESSARY FEES AND PERMITS REQUIRED IN THE PERFORMANCE OF HIS WORK. ALL CUTTING AND PATCHING FOR NEW WORK SHALL BE DONE BY THIS CONTRACTOR WITH THE APPROVAL OF THE OWNER'S REPRESENTATIVE. 3. CONTRACTOR SHALL VISIT THE SITE AND CHECK THE EXISTING CONDITIONS BEFORE SUBMISSION OF BIDS. NO ALLOWANCE SHALL BE MADE IN BEHALF OF EXTRA EXPENSES DUE TO THE FAILURE TO MAKE SUCH AN EXAMINATION. 4. CONTRACTOR SHALL PROVIDE A COMPLETED OPERABLE SYSTEM AS HERE -IN DESCRIBED. IF THE DOCUMENTATION IS UNCLEAR OR INCOMPLETE TO THE CONTRACTOR HE SHALL SO STATE IN WRITING TO THE OWNER'S REPRESENTATIVE /ENGINEER AND REQUEST CLARIFICATION ON THOSE ITEMS REQUIRING CLARIFICATION. IF NO SUCH STATEMENT IS MADE IT SHALL BE PRESUMED THAT THE CONTRACTOR FULLY UNDERSTANDS THE INTENT OF A FUNCTION OF THE SYSTEM DESCRIBED. 5. ANY CLAIMS FOR ADDITIONAL SERVICES BASED UPON UNDERSTANDING OF THE SYSTEMS WILL NOT BE ALLOWED. CONTRACT DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO CONVEY THE SCOPE OF WORK AND GENERAL ARRANGEMENT OF EQUIPMENT. DO NOT SCALE DRAWINGS. 6. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. CONTRACTOR SHALL SECURE FINAL OCCUPANCY INSPECTION AND SUBMIT CERTIFICATES TO THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL FURNISH THE OWNER WITH A WRITTEN GUARANTEE TO CORRECT ALL IMPERFECTIONS IN MATERIALS AND WORKMANSHIP, WHICH MAY DEVELOP IN THE SYSTEMS INSTALLED AND UNDER NORMAL USE FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE BY THE OWNER. 7. BASE BID FOR EQUIPMENT IS TO BE UNITS SCHEDULED. PRICING USING ALTERNATE ACCEPTED AND LISTED MANUFACTURES SHALL STATE ALTERNATE MANUFACTURER AND MODEL NUMBER AS PART OF BID. VOLUNTARY ALTERNATES FOR EQUIPMENT NOT LISTED SHALL ONLY BE WITH WRITTEN ACCEPTANCE OF THE ENGINEER PRIOR TO BIDDING. VOLUNTARY ALTERNATES WILL NOT BE REVIEWED FOR ACCEPTANCE BY THE ENGINEER DURING THE 7 DAYS PRIOR TO BID DATE. 8. CONTRACTOR SHALL PROVIDE, STORE, PLACE AND INSTALL ALL NECESSARY EQUIPMENT REQUIRED. ALL EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND IN SUCH A MANNER AS TO FUNCTION IN ITS INTENDED USE. 8. CONTRACTOR SHALL SUBMIT SUBMITTALS FOR ALL EQUIPMENT AND MATERIALS FOR REVIEW PRIOR TO PURCHASE. 9. AFTER INSTALLATION IS COMPLETE, CONTRACTOR SHALL BE RESPONSIBLE FOR STARTUP, INSPECTORS' APPROVAL AND CLEAN UP. SHEET METAL NOTES 1. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL INTENT OF THE WORK. PROVIDE SHEET METAL SYSTEMS COMPLETE AND PER APPLICABLE CODES INCLUDING ALL NECESSARY OFFSETS, FITTINGS, SPECIAL RADIUS OR MITERED ELBOWS WHICH ARE REQUIRED DUE TO SPACE CONSTRAINTS OR OTHER CONDITIONS. 2. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER TRADES. VERIFY ALL CLEARANCES PRIOR TO THE FABRICATION OF ANY WORK. 3. DUCTWORK SHALL NOT BE LOCATED OVER ELECTRICAL EQUIPMENT /PANELS. PROVIDE REQUIRED CLEARANCE IN FRONT OF ELECTRICAL EQUIPMENT. DUCTWORK SHALL NOT INTERFERE WITH ELECTRICAL EQUIPMENT CLEARANCE. 4. THE CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS SUPPORTING STEEL, ETC. FOR THE PROPER INSTALLATION OF ALL MECHANICAL SYSTEMS. 5. COORDINATE FLOOR, WALL, ROOF PENETRATIONS, LOUVER SIZES, PAD LOCATIONS, ETC. WITH ARCHITECTURAL TRADES. 6. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF GRILLES, REGISTERS, AND DIFFUSERS. 7. INSTALL MANUAL VOLUME DAMPERS AT ALL SUPPLY AIR BRANCH DUCTS TO THE DIFFUSER, BRANCH RETURN AIR DUCT, EXHAUST AIR DUCT, AND OTHER LOCATIONS AS SHOWN ON PLANS. 8. PROVIDE FLEXIBLE CONNECTION AT DIFFUSER NECK. ALL FLEXIBLE DUCT SHALL BE INSULATED AND LIMITED TO 5' -O" IN LENGTH. 9. DUCTED EXHAUST AND RETURN GRILLES SHALL BE HARD CONNECTED. 10. IF APPLICABLE: COORDINATE AND PROVIDE ACCESS DOORS IN HARD CEILING AREAS FOR ACCESS TO TERMINAL UNITS, BALANCING DAMPERS, TERMINAL UNIT HEATING COIL PIPING, ETC. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 1 1 . CONTRACTORS SHALL VERIFY THERE ARE NO COMBUSTIBLES IN THE RETURN AIR PLENUM. IF COMBUSTIBLES ARE PRESENT CONTRACTOR SHALL COORDINATE WITH THE CONTRACTOR AS TO A PROPER COURSE OF ACTION (HARD DUCT RETURN SYSTEM OR ELIMINATE COMBUSTIBLES - FIREPROOF, WRAP, ETC.) 12ALL SHEET METAL DUCT SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS. MECHANICAL NOTES 1. DUCT LINING IS NOT ALLOWED 2- ALL SUPPLY AIR DUCTWORK SHALL BE WRAPPED WITH 1" INSULATION MINIMUM. 3. PROVIDE AND INSTALL FIRE DAMPERS WHERE DUCTS PENETRATE RATED CONSTRUCTION. ALL DUCTS PENETRATING SHAFTS (SMOKE BARRIERS) SHALL HAVE COMBINATION FIRE /SMOKE DAMPERS ACTIVATION OF DAMPER SHALL BE SIGNALED TO FIRE ALARM PANEL. 4. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, CORING AND PATCHING REQUIRED FOR PROPER INSTALLATION OF THE SYSTEM. 5. PROVIDE BALANCING DAMPERS IN ALL BRANCH DUCTWORK AS REQUIRED FOR PROPER BALANCING OF THE SYSTEM. 6. THE ENTIRE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF N.F.P.A. SMACNA, THE LOCAL MECHANICAL CODE, LOCAL ORDINANCE, AND AUTHORITIES HAVING JURISDICTION. 7. EACH CONTRACTOR SHALL COORDINATE INSTALLATION OF HIS WORK WITH ALL OTHER TRADES TO AVOID CONFLICTS AND INTERFERENCES DURING CONSTRUCTION. 8. CONTRACTOR SHALL NOT RUN ANY PVC, PLASTIC MATERIALS OR ANY OTHER COMBUSTIBLE MATERIAL INSIDE THE RETURN AIR PLENUM. 9. MECHANICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL. EQUIPMENT ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR PRIOR TO ANY EQUIPMENT PURCHASE. 10.TESTING & BALANCING ENGAGE THE SERVICES OF AN INDEPENDENT CERTIFIED TEST AND BALANCE AGENCY THAT SPECIALIZED IN AND WHO'S BUSINESS IS LIMITED TO THE TESTING AND BALANCING OF HVAC SYSTEMS AND HYDRONIC SYSTEMS. THE AGENCY SELECTED SHALL BE CERTIFIED BY ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). AGENCY SHALL SUBMIT A COMPLETE REPORT BASED ON SMACNA "BALANCING AND ADJUSTMENT MANUAL ". THE HVAC SYSTEM SHALL BE TESTED AND BALANCED TO DEMONSTRATE THAT SPECIFIED CAPACITY AND PROPER CONTROL FUNCTIONING HAS BEEN ATTAINED. 1 1 START -UP FOR ALL EQUIPMENT SHALL BE CONDUCTED BY EACH MANUFACTURER'S START -UP REPRESENTATIVE. INCLUDE FINAL REPORT AND CERTIFICATE. PROVIDE OWNER'S MANUAL AND TRAINING FOR MAINTENANCE PERSONNEL FOR EACH TYPE OF EQUIPMENT. 12ALL EQUIPMENT AND COMBUSTION VENT TERMINATION ETC. SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. VERIFY AND LOCATE EQUIPMENT BASED ON MANUFACTURERS RECOMMENDED CLEARANCES. 13.CONTRACTOR SHALL PROVIDE RETURN AIR TRANSFER DUCTWORK FOR ALL ROOMS WITH WALLS FROM FINISHED FLOOR TO BOTTOM OF DECK. COORDINATE WALL LOCATIONS WITH ARCHITECTURAL TRADES. CONTROLS NOTE FMB CONTROLS SHALL MATCH MALL CONTROLS SYSTEM. CONTROLS CONTRACTOR SHALL TIE -INTO EXISTING CONTROLS FOR OPERATION. STOCK ROOM 106 NOTE: EACH BEAUTY (SALON) STATION SHALL BE MECHANICALLY VENTILATED AS PER 2009 IMC, CHAPTER 4, TABLE 403.3. SPECIALTY SHOPS (BEAUTY AND NAIL SALONS); OCCUPANCY: BASED ON NET OCCUPIABLE AREA OF SHAMPOO AREA. VENTILATION MUST GO DIRECTLY TO EXTERIOR AND NOT RECIRCULATED. VERIFY EXISTING ROOF TOP MOUNTED EXHAUST FAN WILL ACCOMMODATE (2) SHAMPOO FANS AND NEW RESTROOM EXHAUST FAN. VENTILATION FOR THESE SPACES SHALL MEET MINIMUM OUTDOOR AIRFLOW RATE IN ACCORDANCE WITH IMC TABLE 403.3. SHAMPOO: F____a -L_ RESTROOM EX' G EXHAUST 14" DIA. EXISTING HVAC PACKAGE UNIT ON ROOF: VERIFY EXISTENCE OF DUCT SMOKE DETECTOR IN SA /RA DUCT AS REQUIRED BY LOCAL CODE. ALSO VERIFY EXISTING FAN SHUTDOWN IS IN PLACE AND IS WORKING PROPERLY 5 SALON CASH WRAP 45" CLINCH COLLAR OR ROUND SPIN -IN FITTING CONNECTION WITH MANUAL VOLUME DAMPER AND LOCKING QUADRANT. (SEE PLAN) TRANSITION TO ROUND OR ROUND DUCT SAME AS DIFFUSER NECK UNLESS NOTED OTHERWISE. (SEE PLAN), MANUAL AIR VOLUME DAMPER W/ LOCKING AD RANT (TYPICAL) TRANSITION TO ROUND WHEN REQUIRED (SEE PLAN) RECTANGULAR SUPPLY DUCT I/ CEILING A 10" DIA. 10" DIA. CEILING DIFFUSER (SEE PLAN) STANDARD DIFFUSER AND DUCT CONNECTION DETAIL NOT TO SCALE MAX. 5' -0" LONG (EXTENDED) ROUND FLEXIBLE DUCT CONNECTION SAME AS DIFFUSER NECK DIA. (1 -90' BEND. MAX.) AT CEILING REGISTER ATTACH NO. 12 GAUGE HANGER WIRE WHICH SHALL BE ATTACHED TO THE GRID MEMBER WITHIN 3" OF EACH CORNER OF EACH 1' FIXTURE, TYPICAL NOTE: THE FOLLOWING SYMBOLS SHALL BE AS INDICATED, UNLESS NOTED OTHERWISE ON PLANS. SD -1: 24 "x24" SUPPLY DIFFUSER RG -1: 24 "x24" RETURN GRILLE OT THERMOSTAT (VERIFY OPTIMUM LOCATION) lu -,v'1 DUCT FLEX EACH CEILING REGISTE' TO HAVE 2 NO. 12 GAUGE HANGER WIRES ATTACHED OPPOSITE CORNERS, FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE, ONE © EACH END,TYR. CEILING MOUNTED IN LINE EXHAUST FAN. MECHANICAL KEYED NOTES: (MECHANICAL KEYED NOTES APPLY TO THIS SHEET ONLY) CONNECT NEW RESTROOM EXHAUST TO EXISTING EXHAUST FAN ON ROOF MECHANICAL PLAN 0 1' 2' 4' 6' 10' CEILING REGISTER NOTE: LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED AT EA. END ()8USPENDEDGLG.@RE6ISTERS NOT TO SCALE EXHAUST 450 CFM FROM PLENUM 14" DIA. MALL EXHAUST DUCT DIRECTLY TO OUTSIDE PROVIDED BY MALL ROUTE 14" DIA. EXHAUST (1600 CFM) (AS REQUIRED) UP THRU ROOF TO EXISTING EXHAUST FAN. COORDINATE EXACT DUCT ROUTING AND FAN LOCATION WITH MALL REP. AND ARCHITECT. DUCT ENCLOSURE PROVIDED BY MALL. °ROUTE NEW SHAMPOO EXHAUST DUCTS TO EXISTING EXHAUST FAN ON ROOF PGto u SEPARATE APPROVAL ND SQUIRED RECEIVED. SEP 17 2010 PERMITCENTER CITY OF TUKWILA CORRECTED SHEET JERRY M. SHOGAN, ARCHITECT 1 731 1 N. GOLDEN DRIVE COLBERT, WA 99005 (5091 457-9012 - FAX (5091465-3130 jerryshoganarehiteet@comeast.net REGISTERED �4RCHITECT tin • NW I.L I- v J . - ti C7� t) W � U W ciS z +__J O • J o) • < p ft REVISIONS: NO. DESCRIPTION DATE QCITY OF TUKWILA CORRECTIONS /14/10 JOB TITLE: B EAUTY WORKS 182 S 0UTHCENTER MALL TU KW! LA, WA S HEET TITLE: REFLECTED CEILING PLAN DRAWN BY: CHECKED BY: SCALE: AS SHOWN PROJECT NO. DATE 2010-03 8-24-10 DRAWING NO. M -1 ▪ OF . SHEETS MECHANICAL SPECIFICATIONS 15010: GENERAL PROVISIONS: (THE WORD "CONTRACTOR" IN THIS ACTION SHALL REFER TO TENANTS PLUMBING, FIRE SPRINKLER AND HVAC MECHANICAL CONTRACTORS). A. GENERAL 1. THE GENERAL CONDITIONS OF THE CONTRACT, CURRENT EDITION PUBLISHED IN STANDARD FORM BY AMERICAN INSTITUTE OF ARCHITECTS, SHALL BE PART OF THIS CONTRACT. 2. THE ARTICLES CONTAINED IN THIS DIVISION AND IN ARCHITECTURAL SPECIFICATIONS MAY AMEND, MODIFY, SUPERSEDE, VOID OR SUPPLEMENT THE ARTICLES OF THE GENERAL CONDITIONS NOTED IN PARAGRAPH 15010(A) ABOVE, AND SHALL TAKE PRECEDENCE OVER THE PROVISIONS OF THE GENERAL CONDI11ONS IN 15010(A). 3. THIS CONTRACTOR IS REFERRED TO THE ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS AND SPECIFICATIONS WHICH ARE HEREBY MADE PART OF THE CONTRACT. 4. THIS CONTRACTOR SHALL TAKE OUT ALL NECESSARY PERMITS, LICENSES AND CERTIFICATES AND PAY ALL FEES CONNECTED THEREWITH. 5. BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES, MTh ALL CONDI11ONS SURROUNDING THE WORK PRIOR TO SUBMITTING THE BID. 6. DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW APPROXIMATE LOCATIONS UNLESS SPECIFICALLY DIMENSIONED. COORDINATE THE WORK WITH THE OTHER TRADES TO AVOID INTERFERENCE. SHOULD MECHANICAL WORK BE INSTALLED SUCH THAT IT INTERFERES WITH THE WORK OF OTHER CONTRACTORS,' SUCH WORK SHALL BE REDONE AT NO ADDITIONAL COST TO TENANT. 7. AT THE COMPLETION OF THE WORK THIS CONTRACTOR SHALL REMOVE ALL RUBBISH, DIRT AND STAINS CAUSED BY HIS WORK AND SHALL THOROUGHLY CLEAN ALL MECHANICAL WORK INCLUDING EQUIPMENT, FIXTURES, DUCTWORK, PIPING, APPLIANCES, ETC. 8. THIS CONTRACTOR SHALL TOUCH UP OR REFINISH THE FACTORY FINISH OF EQUIPMENT MARRED DURING SHIPMENT OR INSTALLATION. 9. THIS CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR SUCH EQUIPMENT AND MATERIAL AS THE OWNER MAY REQUIRE FOR HIS REVIEW. THE OWNERS REVIEW MUST TAKE PLACE BEFORE CONSTRUCTION BEGINS. 10. "RECORD" DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR IF INSTALLATION DEVIATES FROM THE ORIGINAL LAYOUT. 11. MOTORS SHALL BE DESIGNED FOR SUPPLY VOLTAGES AS SCHEDULED AND SHALL COMPLY WITH AIEE AND NEMA REQUIREMENTS. PROVIDE ACROSS THE LINE STARTERS AN ALL MOTOR UNLESS NOTED OTHERWISE. MOTORS 1.0 HP AND LARGER SHALL BE HIGH EFFICIENCY. B. CODES ALL WORK SHALL CONFORM TO ALL NATIONAL, STATE, COUNTY, CITY, HEALTH AND SAFETY AND ENERGY CODES THAT APPLY, AS WELL AS WITH ALL LANDLORD CRITERIA. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPUCABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUAUFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED TO THE CONTRACTOR. C. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS WHERE TRADE NAMES AND MANUFACTURES ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. MANUFACTURES CONSIDERED AS AN EQUAL OR BETTER IN AT ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY CLIENT'S PROJECT MANAGER OR ENGINEER THROUGH SHOP DRAWING SUBMITTAL PROCESS FOR ACCEPTANCE PRIOR TO EQUIPMENT BONG ORDERED. IF THE MECHANICAL CONTRACTOR WISHES TO SUBMIT ON ALTERNATE EQUIPMENT, THE CONTRACTOR SHALL SUPPLY CUT SHEETS DESCRIBING DIMENSIONAL DATA, UNITS OPERATING WEIGHTS AND ELECTRICAL CHARACTERISTICS TO THE ENGINEER. IN ADDITION, CONTRACTOR WILL SUPPLY ENGINEER WITH COMPUTER GENERATED PERFORMANCE DATA FROM CONTRACTORS EQUIPMENT REPRESENTATIVE FOR ALTERNATE EQUIPMENT. PERFORMANCE DATA SHALL BE CALCULATED FROM DESIGN CONDITIONS LISTED ON THE EQUIPMENT SCHEDULES. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ADDITIONAL COSTS INCURRED BY OTHER CONTRACTORS AS A RESULT OF USING EQUIPMENT NOT SPECIFIED OR SCHEDULED. EXAMPLES WOULD BE LARGER WIRE OR CIRCUIT BREAKER SIZES OR ADDITIONAL STRUCTURAL SUPPORT. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTS EXPENSE. 15020 DEMOLITION: A. REMOVE ALL PIPING, DUCTWORK AND EQUIPMENT NOT BEING REUSED. PIPING AND ACCESSORIES ASSOCIATED WITH EQUIPMENT BEING REMOVED, BUT NOT NECESSARILY NOTED ON DRAWINGS, SHALL ALSO BE REMOVED. B. EQUIPMENT AND MATERIALS BEING REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER. THE OWNER SHALL INDICATE WHICH ITEMS IF ANY ARE TO BE RETAINED. ITEMS TO BE SALVAGED SHALL BE MOVED TO A STORAGE AREA THAT IS DESIGNATED BY THE OWNER. ALL OTHER MATERIALS AND EQUIPMENT, NOT WANTED BY THE OWNER, SHALL BE REMOVED FROM THE SITE AND BE PROPERLY DISPOSED OF. C. WHERE EXISTING WALLS, FLOORS OR OTHER PORTIONS OF THE BUILDING REQUIRE PATCHING AFTER REMOVAL OF MATERIAL OR EQUIPMENT, THE PATCHING SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR. D. NO ASBESTOS WORK OF ANY NATURE SHALL BE PERFORMED BY THE CONTRACTOR PURSUANT TO THIS CONTRACT. IF DURING THE CONSTRUCTION OF THIS PROJECT, WORK INVOLVING ASBESTOS IS SUSPECTED OR ENCOUNTERED, PROMPTLY NOTIFY THE OWNER, AND THE OWNER, WITH HIS OWN FORCES OR BY SEPARATE CONTRACT SHALL BE RESPONSIBLE FOR COMPLETE REMOVAL AND DISPOSITION OF THE ASBESTOS. IF THE CONTRACTOR CLAIMS THAT DELAY AND ADDITIONAL COST IS INVOLVED BECAUSE OF THIS ACTION, HE SHALL MAKE CLAIM AS PROVIDED ELSEWHERE IN THE CONTRACT DOCUMENTS. 15400 PLUMBING: (THE WORD CONTRACTOR IN THIS SECTION SHALL REFER TO TENANTS PLUMBING CONTRACTOR.) A. SCOPE UNLESS NOTED OTHERWISE, THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR THE INSTALLATION OF A COMPLETE AND TENANT ACCEPTABLE OPERATING PLUMBING SYSTEM HEREIN DESCRIBED INCLUDING: HOT AND COLD WATER SYSTEMS, CONNEC11ON TO EXISTING SANITARY SEWER SYSTEMS, PLUMBING FIXTURES, MISCELLANEOUS PLUMBING AND INSULATION. B. MATERIALS UNDERGROUND SANITARY SEWER AND VENT PIPING: BELL AND SPIGOT COST IRON WITH LEAD AND OAKUM OR NEOPRENE COMPRESSION JOINTS OR HUBLESS CAST IRON WITH TYPE MG CAST IRON COUPLINGS. STAINLESS STEEL BONDS ARE ACCEPTABLE IF COATED WITH BITUMASIIC. ABOVE GROUND SANITARY SEWER AND VENT PIPING: BELL AND SPIGOT CAST IRON WITH LEAD AND OAKUM OR NEOPRENE COMPRESSION JOINTS: OR HUBLESS CAST IRON PIPE AND JOINTING SYSTEM EXCEPT THAT TYPE MG CAST COUPLINGS SHALL BE USED FOE STOCKS MANE THAN 25 FT. HIGH. VENT PIPING MAY ALSO BE SCHEDULE 40 GALVANIZED STEEL WITH CAST IRON SCREWED DRAINAGE FITTINGS. VENT PIPING PASSING THROUGH ROOF: CAST IRON WITH NOT LESS THAN 12" PROJECTION ABOVE ROOF WITH APPROVED FROST JACKETS. WATER PIPING — TYPE L HARD COPPER WITH WROUGHT COPPER FITTINGS AND SHUT —OFF VALVE AT EACH FIXTURE. PIPING OF DISSIMILAR METALS MUST BE DIELECTRIC ALLY ISOLATED. CONDENSATE DRAIN PIPING: SAME AS WATER PIPING. PIPE HANGERS: CONFORM TO ANSI/MSS SP58. CONSTRUCT HANGERS OF CORROSION RESISTANT GALVANIZED STEEL (MICHIGAN #100), EXCEPT PROVIDE COPPER PLATED HANGERS SUPPORTING COPPER PIPING (MICHIGAN #100). SPACE HANGERS AS REQUIRED BY CODE, WITH A MINIMUM OF ONE HANGER PER PIPE JOIST. SUPPORT HANGER FROM TOP OF STRUCTURAL MEMBER. DO NOT SUPPORT FROM ROOF DECK OR OTHER EQUIPMENT. VERTICAL PIPING SHALL BE SUPPORTED WITH STANDOUT HANGERS AT EACH JOINT AND RISER CLAMPS AT FLOOR AND ROOF. SMALL. PIPING (3/4" OR LESS) IN WALLS MAY BE SUPPORTED FROM METAL WASTE OR VENT PIPING USING WEJ —IT "ADJUSTABLE SPACER SYSTEM" COMPONENTS. C. TESTING TEST ALL PLUMBING PIPES AS REQUIRED BY STATE, CITY OR LOCAL CODES AND ORDINANCES. TESTS SHALL BE MADE IN THE PRESENCE OF THE PROPER INSPECTION AUTHORITIES, AUTHORIZED REPRESENTATIVE OF TENANTS ARCHITECT AND /OR THE LANDLORD'S ARCHITECT. FURNISH ALL NECESSARY TEST CERTIFICATES TO THE ARCHITECT. D. DISINFECTING WATER PIPES DISINFECT THE ENTIRE WATER SUPPLY SYSTEM, FILUNG WITH A SOLUTION OF 50 PPM OF AVAILABLE CHLORINE AND ALLOW TO STAND SIX HOURS BEFORE FLUSHING AND RETURNING TO SERVICE. E. PIPING INSULA11ON: EDIT FOR THICKNESS REQUIRED. INSULATE DOMESTIC HOT WATER, COLD WATER AND CONDENSATE PIPING WITH 1/2" FIBERGLASS, WITH ALL PURPOSE JACKET: SEAL ALL JOINTS. INSULATE FITTINGS WITH MITERED SEGMENTS AND VAPOR SEALS, INSULATE ALL EXPOSED WASTE AND WATER PIPING ON HANDICAP FIXTURES USING TRUBRO KIT NO. 102W WITH ACCESSORY NO. 105, OR APPROVED EQUAL F. CUTTING AND PATCHING THIS CONTRACTOR SHALL DO ALL CUTTING AND PATCHING REQUIRED TO INSTALL ANY PORTION OF THIS WORK. PATCH WITH NEW MATERIALS OF THE SAME TYPE THAT WAS REMOVED. REFINISH PATCHED SURFACE TO MATCH EXISTING ADJACENT SURFACES. ALL ROOF PENETRATION BY LANDLORD'S ROOF CONTRACTOR AT FIFE CONTRACTOR'S EXPENSE. G. SANITARY SEWAGE CONNECT NEW WASTE PIPING TO EXISTING SANITARY WASTE AT THE APPROXIMATE LOCATION SHOWN. VERIFY EXACT LOCATION AND INVERT ELEVATION BEFORE COMMENCING WORK. H. COLD WATER SERVICE FURNISH AND INSTALL NEW COLD WATER PIPING FROM EXISTING PIPING TO, AND INCLUDING CONNEC11ON TO, NEW PLUMBING FIXTURES AND HOT WATER HEATER AS SHOWN ON PLANS. I. DOMESTIC HOT WATER FURNISH AND INSTALL ONE (I) A.O. SMITH ELSF -10 OR EQUAL GLASS UNED ELECTRIC WATER HEATER HAVING ONE 3000 WATT ELEMENT COMPLETE WITH SAFETY CONTROLS, AN ASME LABELED TEMPERATURE AND PRESSURE RELIEF VALVE PIPED AS INDICATED ON PLANS AND TWO (2) SHUT —OFF VALVES. VERIFY VOLTAGE WITH ELECTRICAL CONTRACTOR BEFORE ORDERING. OPERATING WEIGHT 80 LBS. FURNISH AND INSTALL ONE (1) AMITROL, THERMAL EXPANSION TACK. 2 GALLON CAPACITY MODEL: THERM— X— TROL —ST -5. J. GAS PIPING FURNISH AND METAL A COMPLETE GAS PIPING SYSTEM AS SHOWN ON PLANS. GAS UNES SHALL BE BLACK STEEL, SCHEDULE 40. ASTM A -120, WITH MALLEABLE THREADED FITTINGS FOR 2" AND SMALLER, AND WITH STANDARD BUTT — WELDED JOINTS FOR 2 -1/2" AND LARGER. FURNISH AND INSTALL A GAS COCK, DIRT LEG, AND UNION CONNECTION TO EACH PIECE OF EQUIPMENT. PAINT ALL PIPING EXPOSED ON ROOFTOP WITH RUST — INHIBITING PAINT. PITCH PIPING AT A UNIFORM GRADE OF 1/4" IN 15 FEET UPWARD IN DIRECTION OF FLOW. SUPPORT PIPING EVERY 5 FEET MIN. SUPPORT AS REQUIRED BY LANDLORD CRITERIA OR BY STANDARD INDUSTRY PRACTICE, IF LANDLORD HAS NO REQUIREMENTS. TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF THE LOCAL GAS COMPANY, LOCAL CODES, AND APPUCABLE NPFA 54 CODES. CONTACT AND COORDINATE GAS SERVICE, METER AND REGULATOR REQUIREMENTS WITH THE LOCAL GAS UTIUTY COMPANY AND THE MALL'S OPERATIONS MANAGER. INCLUDE INSTALLATION COST OF GAS METER AND REGULATOR IN BID IF NOT PROVIDED BY UTILITY COMPANY. K. MISCELLANEOUS PWM8ING ACCESSORIES BACKFLOW PREVENTOR: FURNISH AND INSTALL WATTS SERIES 7, OR APPROVED EQUAL BACKFLOW PREVENTOR WHERE SHOWN ON DRAWING. 15030 FIRE SPRINKLERS: A. SYSTEMS THE FIRE SPRINKLER SYSTEM AND HEAD LOCATIONS SHALL BE PER TENANTS FIXTURES, PARTITIONS, SOFFITS, DROPS, CEILING HEIGHTS, ETC. SPRINKLER SYSTEM TO INCLUDE DROPS, HEADS AND FACILITIES FOR PROPER DRAINAGE. DESIGN WET SPRINKLER SYSTEM FOR ORDINARY HAZARD GROUP 2 PER LATEST EDITION OF NFPA 13. THE SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED BY A UCENSED FIRE PROTECTION CONTRACTOR IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE LANDLORD, LANDLORD'S ARE INSURANCE UNDERWRITER, AND ALL GOVERNMENTAL AGENCIES AND AUTHORITIES HAVING JURISDICTION OVER THE PREMISES. COMPREHENSIVE SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED BY THE CONTRACTOR FOR THE APPROVAL BY THE OWNER LANDLORD. LANDLORDS FIRE INSURANCE UNDERWRITER, AND THE FIRE RATING INSPECTION BUREAU (FACTORY MUTUAL). SPRINKLER SHOP DRAWINGS SHALL BE SUBMITTED TO THE LOCAL FIRE MARSHALL'S OFFICE AND RECEIVE THEIR APPROVAL BEFORE ANY INSTALLATION CAN BEGIN. APPROVED DRAWINGS MUST BE AT THE JOB SITE DURING CONSTRUCTION. AFTER RECEIPT OF APPROVAL AND BEFORE PROCEEDING WITH ANY INSTALLATION WORK. TENANT SHALL FORWARD TWO (2) SPRINKLER SHOP DRAWING BLUELINE PRINTS BEARING THE FIRE INSURANCE UNDERWRITERS STAMP OF APPROVAL TO THE LANDLORD FOR HIS RECORDS. SPRINKLER HEADS LOCATED AT THE STOREFRONT, IN SHOWCASE WINDOWS AND IN HARD SURFACE CEIUNGS MUST BE CONCEALED TYPE. HEADS LOCATED IN ACOUSTIC CEILING MAY BE SEMI — RECESSED TYPE. SURFACE MOUNTED HEADS ARE PERMITTED IN NON — CUSTOMER AREAS ONLY. UNLESS OTHERWISE NOTED, ALL FIRE PROTECTION SPRINKLER HEADS SHALL BE QUICK RESPONSE (QR) TYPE. SPRINKLER HEAD TYPES SHALL BE AS FOLLOWS: ALL SPRINKLER HEADS IN AREAS WITH FINISHED CEILINGS TO BE REUABLE MODEL G4QR CONCEALED PENDANT WITH STANDARD WHITE FINISH. ALL SPRINKLER HEADS IN AREAS WITH UNFINISHED CEIUNG TO BE RELIABLE MODEL F1FR UPRIGHT WITH CHROME FINISH. SPRINKLER IN TOILET ROOMS, OFFICE AND NON— CUSTOMER AREAS WITH FINISHED CEILING TO BE RELIABLE MODEL F1FR SEMI — RECESSED PENDANT TYPE. VERIFY TYPES AND FINISHES WITH ARCHITECT. SHUT DOWN OF LANDLORD'S SPRINKLER MAIN SHALL BE ONLY DONE ON A SCHEDULE ESTABLISHED BY LANDLORD. ANY DAMAGE CAUSED BY THIS CONTRACTOR TO LANDLORD'S SPRINKLER SYSTEM WILL BE REPAIRED BY LANDLORDS CONTRACTOR AT THIS CONTRACTORS EXPENSE. THE SPRINKLER SYSTEM SHALL BE TESTED AT WATER PRESSURE OF 200 PSIG FOR A PERIOD OF TWO (2) HOURS IN THE PRESENCE OF LANDLORDS REPRESENTATIVE OR AS REQUIRED BY LANDLORD. SPRINKLER PIPING SHALL BE SCHEDULE 10 AND SCHEDULE 40 BLOCK STEEL HANGERS SHALL BE AS REQUIRED BY NFPA 13. UPON COMPLETION OF THE SYSTEM AND ON POSSESSION OF PREMISES, SUBMIT A WRITTEN CERTIFICATE TO LANDLORD FROM THE UNDERWRITER STATING THAT THE SYSTEM WAS INSPECTED AND APPROVED. 15040 HEATING, VENTING AND AIR CONDITIONING: (THE WORD CONTRACTOR IN THIS SECTION SHALL REFER TO TENANT MECHANICAL CONTRACTOR). A. SCOPE UNLESS STATED OTHERWISE, THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR THE INSULATION OF A COMPLETE AND TENANT ACCEPTABLE OPERATING HEATING AND AIR CONDITIONING SYSTEM HEREIN DESCRIBED, AND AS SHOWN ON PLANS. THE SPACE IN GENERAL SHALL BE HEATED AND COOLED BY MEANS OF AN EXISTING PACKAGED ROOFTOP UNIT. B. ROOFTOP HVAC PACKAGE UNIT ROOFTOP PACKAGE UNIT IS EXISTING: VERIFY UNIT IS IN PROPER WORKING CONDITION AS PER CURRENT MECHANICAL PLUMBING, ELECTRICAL AND WSEC CODES. PG o I C. CONTROLS PROVIDE ALL CONTROLS, WIRING, SENSORS, RELAYS. ETC. FOR A COMPLETE OPERATING SYSTEM THAT IS COMPATIBLE WITH INSTALLED EQUIPMENT ARID ALL LANDLORD REQUIREMENTS, INCLUDING EMERGENCY SHUTDOWN OF HVAC EQUIPMENT, UNLESS NOTED OTHERWISE. PROVIDE MULTI— STAGE HEAT /COOLED PROGRAMMABLE THERMOSTAT COMPATIBLE WITH INSTALLED EQUIPMENT AND LANDLORDS SYSTEM. THERMOSTAT SHALL BE HONEYWELL T -7300 OR EQUIVALENT PRODUCT FURNISHED BY THE MANUFACTURER OF THE INSTALLED EQUIPMENT. THERMOSTAT SHALL BE MOUNTED 5'-6" ABOVE FINISHED FLOOR, UNLESS NOTED OTHERWISE ON THE DRAWINGS. D. SEQUENCE OF OPERATION OCCUPIED HOURS: SUPPLY FAN SHALL OPERATE CONTINUOUSLY AND THE OUTSIDE AIR DAMPER SHALL BE OPEN TO THE MINIMUM POSITION. DX COIL OR GAS SHALL CYCLE TO MAINTAIN SPACE TEMPERATURE SETPOINT. UNOCCUPIED HOURS: OUTSIDE AIR DAMPER SHALL BE CLOSED. SUPPLY FAN AND CONDENSING UNIT OR ELECTRIC HEATING SHALL CYCLE TO MAINTAIN SPACE TEMPERATURE SETPOINT. ECONOMIZER MODE: DIFFERENTIAL ENTHALPY CONTROLLED ECONOMIZER SHALL ACTIVATE WHENEVER THE OUTSIDE AIR ENTHALPY IS LOWER THAN THE ENTHALPY CONTROL SETTING. ECONOMIZE, DAMPERS SHALL MODULATE TO FULL OPEN POSITION, AS REQUIRED, TO MAINTAIN DISCHARGE AIR TEMPERATURE BETWEEN 52 AND 58 DEGREES FAHRENHEIT. MECHANICAL COOLING /HEATING SHALL BE LOCKED OUT OF ECONOMIZER MODE. WHEN THE SPACE TEMPERATURE SETPOINT IS SATISFIED, THE DAMPER SHALL RETURN TO THE MINIMUM OUTSIDE AIR POSITION DURING OCCUPIED MODE AND CLOSE COMPLETELY DURING UNOCCUPIED MODE. SMOKE ALARM MODE: UPON A SIGNAL FROM THE DUCT SMOKE DETECTORS OR ZONE SMOKE EXHAUST /FIRE ALARM SYSTEM, UNIT(S) SHALL SHUT DOWN, AND THE OUTSIDE AIR DAMPER SHALL CLOSE. E. CUTTING AND PATCHING THIS CONTRACTOR SHALL DO ALL CUTTING AND PATCHING REQUIRED TO INSTALL ANY PORTION OF THIS WORK. PATCH NEW MATERIALS OF THE SAME TYPE THAT WAS REMOVED. REFINISH PATCHED SURFACE TO MATCH EXISTING ADJACENT SURFACES. ALL ROOF PENETRATIONS BY LANDLORD ROOF CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. F. DUCTWORK CONSTRUCT ALL LOW VELOCITY DUCTWORK OF APPROPRIATE GAUGE SHEET METAL FOR INDICATED SIZES IN ACCORDANCE WITH SMACNA STANDARDS. ROUTE DUCTWORK SUBSTANTIALLY AS SHOWN ON THE CONTRACT DOCUMENTS. ALL BENDS AND CURVES SHALL BE LONG RADIUS. SEAL ALL DUCTWORK IN ACCORDANCE WITH SMACNA STANDARDS: ABOVE 2" W.G. STATIC PRESSURE — SEAL CLASS "A" BETWEEN 1" AND 2" W.G. — SEAL CLASS "B" LESS THAN 1" W.G. — SEAL CLASS "C" DUCT SIZES SHOWN ON DRAWINGS OR INSIDE DIMENSIONS. INSTALL RIGID ALL METAL DUCT SUPPORT SYSTEMS AS INDICATED IN SMACNA STANDARD. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET OF EACH ELBOW AND WITHIN 4 FEET OF EACH BRANCH INTERSECTION USING STRAP HANGERS ON EACH SIDE OF FITTING. SUPPORT VERTICAL DUCTS AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH FLOOR. NO WOOD SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. FLEXIBLE DUCTWORK SHALL BE WIREMOLD WCK OR WK. THERMAFLEX M —KE. FLEXMASTER 3M OR NORFLEX NT -25M. MAXIMUM FLEXIBLE DUCT LENGTHS SHALL BE 5 FT. FLEXIBLE DUCTWORK SHALL BE EXTERNALLY INSULATED WITH UL LISTED 1" FLEXIBLE FIBERGLASS AND NON — COMBUSTIBLE VAPOR BARRIER . INSTALL ADJUSTABLE QUADRANT DAMPERS IN ALL BRANCH DUCTS, AND AS REQUIRED TO BALANCE THE AIR SYSTEM. G. BALANCING AIR SYSTEMS TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE MADE BY AN INDEPENDENT CONTRACTOR WHO A IS CURRENTLY UCENSED ASSOCIATED AIR BALANCING COUNCIL (AACD) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) BALANCING CONTRACTOR. THE MECHANICAL CONTRACTOR CAN NOT BE USED TO BALANCE THE SYSTEM. ALL BALANCING WORK MUST BE COMPLETE AND DONE IN ACCORDANCE WITH THE MOST RECENT STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS FOR TESTING AND BALANCING SHALL BE BY THE GENERAL CONTRACTOR. THE HVAC CONTRACTOR SHALL BE PRESENT FOR THE AIR BALANCE TO VERIFY ACCESSIBILITY TO ALL DEVICES, VERIFY ALL OPERATING SEQUENCES. THE MECHANICAL CONTRACTOR SHALL REMOVE AIR FILTER USED DURING CONSTRUCTION AND INSTALL NEW FILTERS IN ALL UNITS JUST PRIOR TO THE AIR BALANCE WORK BEING DONE. THE COMPLETE AIR BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS IN MINIMUM POSITION, EXCEPT AS NOTED OTHERWISE. HVAC CONTRACTOR SHALL ALSO INSTALL A NEW SET OF FILTERS AT THE TIME OF PROJECT TURNOVER. ALL CONTROL SEQUENCES SHALL BE TESTED AND CORRECTED /ADJUSTED AS REQUIRED FOR CORRECT OPERA11ON AS SPECIFIED (INTERLOCKED EQUIPMENT SMOKE DETECTORS, SMOKE EVACUATION, ECONOMIZER. ETC.) AND OPERATING STATUS RECORDED IN THE REPORT. G.C. TO PROVIDE A COPY OF THE FIND BALANCING REPORT TO LANDLORD, TENANT, CODE OFFICIALS (IF REQUIRED) AND 3 COPIES TO THE ENGINEER. NO OTHER BALANCE REPORTS WILL BE REVIEWED OR ACCEPTED. H. START UP OF SYSTEMS. GUARANTEE AND INSTRUCTIONS THIS CONTRACTOR SHALL GUARANTEE AND MAINTAIN THE STABILITY OF ALL WORK AND MATERIALS FOR A PERIOD OF ONE (I) YEAR AFTER THE FINAL PAYMENT FOR COMPLETION OF THE WORK AS EVIDENCED BY FINAL APPROVAL OF TENANT'S ARCHITECT. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE — MENTIONED PERIOD MUST BE IMMEDIATELY CORRECTED BY THIS CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF TENANTS ARCHITECT AND ENGINEERS. SUCH RECONSTRUCTION AND REPAIRS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR FURNISHINGS OF THE BUILDING RESULTING FROM THE ORIGINAL DETECTOR REPAIRS THERETO. TENANTS DESIGNATED OPERATING PERSONNEL SHALL BE FULLY INSTRUCTED BY THIS CONTRACTOR IN THE OPERATION OF EACH MECHANICAL SYSTEM AT THE TIME IT IS BEING PUT IN SERVICE. ASSEMBLE IN PORTFOUO FORM AND DELIVER TO TENANT BEFORE FINAL PAYMENT IS MADE FOUR (4) COMBINED SETS OF SHOP DRAWINGS, MANUFACTURERS BULLETINS OR OTHER DATA AS REQUIRED COVERING THE CARE, MAINTENANCE, AND OPERA11ON OF EACH PIECE OF EQUIPMENT FURNISHED. I. DIFFUSERS. GRILLES AND REGISTERS FURNISH AND INSTALL TITUS, OR APPROVED EQUAL CEIUNG DIFFUSERS AS SCHEDULED. IF CONTRACTOR WISHES TO SUBMIT DIFFERENT GRILLES, REGISTERS, OR DIFFUSERS, CONTRACTOR WILL SUBMIT SHOP DRAWINGS TO ENGINEER PRIOR TO PURCHASING ANY MATERIAL L. EXHAUST SYSTEM FURNISH AND INSTALL COOK. PENN, GREENHECK OR EQUAL, CEILING EXHAUST FAN WITH BACKDRAFT DAMPERS AND DUCTWORK COMPLETE AS SHOWN ON DRAWINGS. M. INSULATION 1. ALL CONCEALED SUPPLY DUCTWORK SHALL BE EXTERNALLY INSULATED. a. MATERIAL OWENS — CORNING OR APPROVED EQUAL 1/2" REINFORCED FOIL FACED FIBERGLASS (VAPOR SEALED) INSULA11ON. INSTALL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 2. EXPOSED SUPPLY DUCTWORK SHALL BE ACOUSTICALLY UNED 10' -0" MINIMUM FROM ANY FAN OR SHOWN ON THE PLANS. a. ACOUSTICAL INTERNAL INSULATION SHALL BE I" OWENS— CORNING FIBERGLASS COATED DUCT LINER BOARD OR APPROVED EQUAL. DUCT SIZES SHOWN ON PLANS ARE INSIDE CLEAR DIMENSIONS. APPLY INSULATION VIN MANUFACTURER'S APPROVED ADHESIVES, MASTICS AND MECHANICAL FASTENERS. 3. ALL RETURN EXPOSED OR CONCEALED SHALL BE ACOUSTICALLY UNED 10' —O" MINIMUM FROM ANY FAN OR AS SHOWN ON THE PLANS. a. ACOUSTICAL INTERNAL INSULATION SHALL BE 1" OWENS - CORNING FIBERGLASS COATED DUCT LINER BOARD OR APPROVED EQUAL. DUCT SIZES SHOWN ON PLANS ARE INSIDE CLEAR DIMENSIONS. APPLY INSULATION WITH MANUFACTURER'S APPROVED ADHESIVES, MASTICS AND MECHANICAL FASTENERS. : \DWG\00-00\A0-0 1/4" JERRY M. SHOGAN, ARCHITECT 17311 N. GOLDEN DRIVE COLBERT, WA 99005 (509) 467-9012 - FAX (509) 466 -3130 jerryshoganarchitect @comcast .net STATE OF WASHINGTON N. SMOKE DETECTORS CONTRACTOR TO FURNISH AND INSTALL PYROTRONICS OR APPROVED EQUAL, IONIZATION TYPE DUCTRECEIVED SMOKE DETECTOR IN RETURN AIR DUCT TO DE— ENERGIZE SUPPLY AIR UNIT UPON ACTIVATION. ELECTRICAL CONTRACTOR TO PROVIDE POWER TO SMOKE DETEMARATE PERMIT AND APPROVAL REQUIRED SEP 17 2010 PERMIT CENTER CITY DF TUKWILA CORRECTED S EET REVISIONS: NO. DESCRIPTION DATE QCITY OF TUKWILA 9/14/10 CORRECTIONS JOB TITLE: B EAUTY WORKS 182 S O UTH C E NTE R MALL TUKWILA, WA S HEET TITLE: MECHANICAL S PEC.'S DRAWN BY: - CHECKED BY: - SCALE: AS SHOWN PROJECT NO. DATE 2010-03 9-14-10 DRAWING NO. OF . SHEETS /14/10 FLOOR PLAN NOTES BY SYMBOL O VERIFY MOUNTING HEIGHTS AND REQUIREMENTS PRIOR TO INSTALLATION OF ANY RECEPTACLES. (13 INSTALL A GROUND WIRE AND LUG TO THE BACKBOARD FOR THE PURPOSE OF PROVIDING GROUND PROTECTION FOR EQUIPMENT CONNECTED TO THE T -1 LINE. GROUND SHOULD BE RUN DIRECTLY TO THE BACKBOARD FROM A GROUND ROD LOCATED IN THE WAN ROOM, OR IF INSTALLATION OF A GROUND ROD IS IMPRACTICABLE DUE TO LOCATION, GROUND WIRE SHALL BE RUN DIRECTLY TO THE BACKBOARD FROM THE NEAREST ELECTRICAL SUB PANEL OR TRANSFORMER GROUND LUG. GROUND WIRE SHALL BE A MINIMUM SIZE OF #8 AWG THWN. ® NOT USED ® PROVIDE AND INSTALL NEW 30 AMP NEMA 3R DISCONNECT AND ALL ASSOCIATED ELECTRICAL FROM PANEL TO NEW VAV. VERIFY LOCATION IN FIELD. 5 PROVIDE AND INSTALL NEW DISCONNECT AND ALL ASSOCIATED ELECTRICAL FROM PANEL TO NEW WATER HEATER ABOVE CEILING. VERIFY LOCATION IN FIELD. ©PROVIDE AND INSTALL NEW DISCONNECT AND ALL ASSOCIATED ELECTRICAL FROM PANEL TO STOREFRONT SIGN PER N.E.C. LIGHT FIXTURE SCHEDULE PLAN MARK MANUFACTURER MODEL # DESCRIP110N A COOPER/METALUX 2GA332A120VEB82 2'x4' LAY -IN FLUORESCENT, T8 ENERGY SAVING B UTHONIA 8W1AZ INCANDESCENT RECESSED DOWNLIGHT, 8', 32 WATTS C COOPER/METALUX GA232A120VE881 1'x4' LAY -IN FLUORESCENT, T8 ENERGY SAVING X1 DUAL -LIGHT LXURWELED UTEFORM COLLECTION EXIT UGHTS/BATTERY BACKUP X2 SUREUTES CC7 EMERGENCY LIGHTING/BULBS INCLUDED HUBBELL CS1221W SINGLE POLE HEAVY DUTY TOGGLE SWITCH. 20A 120 -277V -WHITE 47os' HUBBELL ATP1277W PASSIVE INFRARED AND UTILIZE AS ADAPTIVE MICROPROCESSOR TO SELF ADJUST TIME DELAY AND SENSITIVITY 0S2 HUBBELL ATU1277RRW ULTRASONIC AND UTILIZE AS ADAPTIVE MICROPROCESSOR TO SELF ADJUST TIME DELAY AND SENSITIVITY LEGEND EGRESS PATH REQUIRING A MIN OF 1 FC EMERGENCY LIGHTING LIGHTING CALCULATIONS WATTS AVAILABLE: 14) TYPE A 0 88W = 1,232 WATTS 1 1) TYPE B 0 32W = 352 WATTS 1) TYPE C 0 50W = 50 WATTS 33) TYPE D ® 55 W = 1,815 WATTS 2) TYPE E 0 40W = 80 WATTS 4) TYPE F 0 50W = 200 WATTS TOTAL 3,729 WATTS USED 1,925 SF x 2 WATTS = 3,850 WATTS ALLOWABLE EX'G ELECTRICAL PANELS STOCK ROOM 106 EXIT HALL 105 SHAMPOO RESTROOM 104 -NOTE: THESE FIXTURES OVER THE SALON MILLWORK REQUIRE COORDINATION BETWEEN GENERAL CONTRACTOR AND ELECTRICAL CONTRACTOR CASH WRAP NMI ... NMI.0 .0 ■■. RETAIL A INN ... NNE .■■ ■■■ LIGHTING PLAN 0 1' 2' 4' 6' 10' EXIT HALL 105 EX'G ELECTRICAL PANELS STOCK ROOM 106 SALON 103 MOUNT FLUSH IN TOEKICK MOUNT FLUSH IN TOEKICK MOUNT FLUSH IN TOEKICK 102 CEILING HEIGHT 11' -0° AFF RETAIL 101 u. NSF SOFFIT HEIGHT AFF SOWER PLAN ?&io 11 0 1' 2' 4' 6' 10' PEP"1` TE AP�� Al., AN� REQUIRED -0 RECEIVED SEP 1 7 2010 PERMIT CENTER CITY OF TUKWILA CORRECTED SHEET JERRY M. SHOGAN, ARCHITECT 1731 1 N. GOLDEN DRIVE COLBERT, WA 99005 (509) 467-9012 • FAX (5D9) 466-31313 j erryshog an a rchi tect @ comcast. net 182 Southcenter Mall Tukwila, Washington REVISIONS: NO. DESCRIPTION DATE QCITY OF TUKWILA CORRECTIONS JOB TITLE: BEAUTY WORKS 182 90UTHCENTER MALL TUKWILA, WA SHEET TITLE: POWER & LIGHTING DRAWN BY: CHECKED BY: - SCALE: AS SHOWN PROJECT NO. DATE 2010-03 B-24-10 DRAWING NO. E -1 OF . SHEETS