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Home My WebLink AboutPermit D06-373 - City of Tukwila - Fire Station #52 - RestroomCITY OF TUKWILA FIRE STATION #52 5900 S 147 ST D06 -373 Parcel No.: 3365901275 Address: 5900 5 147 ST TUKW Suite No: Owner: Name: CITY OF TUKWILA Address: TUKWILA WA , 98067 Phone: Contact Person: Name: RUSSEL BJUGAN Address: PO BOX 66945 , BURIEN WA 98166 Phone: 208 779 -7974 Contractor: Name: CORSAIR CONSTRUCTION Address: PO BOX 66945 , SEATTLE WA 98166 Phone: 206 439 -1771 Contractor License No: CORSAC *000NC 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: httn: / /www.ci.tukwila.wa.us Tenant: Name: CITY OF TUKWILA FIRE STATION #52 Address: 8900 S 147 ST , TUKWILA WA DESCRIPTION OF WORK: CONSTRUCT A NEW RESTROOM IN EXISTING FIRE STATION DEVELOPMENT PERMIT Permit Number: D06 -373 Issue Date: 11/01/2006 Permit Expires On: 04/30/2007 Expiration Date: 05/30/2007 Steven M. Mullet, Mayor Steve Lancaster, Director Value of Construction: $37,000.00 Fees Collected: $1,052.61 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0008 * *continued on next page ** don: IBC -10/06 006 -373 Printed: 11 -01 -2006 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load. N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature: - AIWA I hereby certify that I have read and Signature: Print Name: 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: httn: / /www.ci.tukwila.wa.us Aa-A4vA Permit Number: D06 -373 Issue Date: 11/01/2006 Permit Expires On: 04/30/2007 Date: Date:// //06 Steven M. Mullet, Mayor Steve Lancaster, Director permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie 4 th, = er specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development p �t 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: IBC -10/06 D06 -373 Printed: 11-01-2006 City of Tukwila Parcel No.: 3365901275 Address: 5900 S 147 ST TUKW Suite No: Tenant: CITY OF TUKWILA FIRE STATION #52 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 PERMIT CONDITIONS Permit Number: D06 -373 Status: ISSUED Applied Date: 10/05/2006 Issue Date: 11/01/2006 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All pennies, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until fmal inspection approval is granted. 8: New suspended ceiling grid and light future installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: All wood to remain in placed concrete shall be treated wood. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fall or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 12: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248 - 6630). 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila doc: Cond -10/06 D06-373 Printed: 11 -01 -2006 shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: Cond -10/06 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 * *continued on next page ** 006 -373 Printed: 11 -01 -2006 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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Date: // / O L doc: Cond -10/06 006 -373 Printed: 11 -01 -2006 Company Name: Mailing Address: CITY OF TUKWILA Community Developmenpartment Pubik Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hnp: / /www. et tukwila. wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. *'Please Print** Site Address: ,51 00 C I W /� t S� rq la Wow Suite Number. Floor: Tenant Name: Cflly ?T Tkk �A filet .57AAir1 2 SZ. New Tena:;' ❑ .... Yes Property Owners Name: C'.'Jy of Tk wr/& TrelfSf Zip Mailing Address: N y e ) A+oistm•r" 1 rt C.S-1- 7:16v,1 City v CONTACT PERSON - who do we cantact whgn your permit is ready to beiissaed Name: J<vs5 t h84 u Grs (�/� : Cor$q rr re„s4rl c Ali. n Day Telephone: _.2O 77a Mailing Address: PC 6QX "9ys" rr�✓t W.f1 %1G/_ /J City State Zip E -Mail Address: R 5 l��OYSait rr_o $ 4/en t!ot .� Fax Number: 9.7f. 2'4 7a} 71 l GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5 )) C�MS it Cove ci rot cft�rl P6 &X 44 9'6 Contact Person: R41551/ 1 u5$& E -Mail Address: /Qas c - Carsa+'rcon dyke.Irov1/4 t co»1 Contractor Registration Number: CC-O 1 r ' AL* tV NC City Day Telephone: 04C Fax Number: 241C Expiration Date: C II plans must be wet stamped by Architect of Record Company Name* Mailing Address: Contact Person: E -Mail Address: Jiie r d 453GCr c l A S/ y N 5 S 7 4- WSyh -C _Turn r--/ 1Tr..n2y e ►JwLin!(•CoMm [ENGINEER OF RECORD -An plans crust be wet stamped byEagineer of Record 7 Company Name: Mailing Address: Contact Person: E -Mail Address: Q:Upplicationdronni-Applications On Line V -2006 - Permit Appli W ion.doc Revised. 9 -2006 bh Building Perna No Mechanical Pt`No Pluriting/Gas Perniit.1' Public Works Perrnif N• Project No 'OG King Co Assessor', Tax No.: �7�IQC `l7 — le/A< G✓ State State ❑..No wA— 9s . State Zip 7 ?'j 24 1 c( 30 0 7 &w7YlC- g )1.5 City State Zip Day Telephone: 2/.740 .525 3)Z0 Fax Number: 24 425 goZ l Zip City Day Telephone: Fax Number: Page I of 6 Valuation of Project (contractor's bid price): $ t j . to 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): "fin' Cor,chck„H cif of Alt v1/4/ l2h ire) 'Ike exsfs)i FN< 510011}11 62 /-0c.0 at' (.4 J 97 n 174 kt. n la, w X Will there be new rack storage? 0.... Yes ❑ No If yes, a separate permit and plan submittal will be required. PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑- Yes tp" No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No /f `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:WpplicatiordWorms- Applications on Line\3 -2006 - Permit Application.doc Revised: 9-2006 bh Page 2 of 6 s ting } Interi o r model, . ddmOn 1 j- 'Structure f s ,� �.Ncw vi r,,'*i ` ypeof ip n eofa . ': 1" Floor �g } �p Y , w ,, Basement Accessory Suuc e•43 L '. A ttached t v .�.., r Detached Garage F ,' ttached Carport n aka a . '` !etachcd Carporr' kl , tit s 'x 1 Covered Deck'.,' ry b.:.r.. - Uncovered. Deck ' Valuation of Project (contractor's bid price): $ t j . to 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): "fin' Cor,chck„H cif of Alt v1/4/ l2h ire) 'Ike exsfs)i FN< 510011}11 62 /-0c.0 at' (.4 J 97 n 174 kt. n la, w X Will there be new rack storage? 0.... Yes ❑ No If yes, a separate permit and plan submittal will be required. PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑- Yes tp" No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No /f `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:WpplicatiordWorms- Applications on Line\3 -2006 - Permit Application.doc Revised: 9-2006 bh Page 2 of 6 FW3LIC WORKS PERMIT INFnRMATION - 206.433 -0179 Scope of Work (please provide detailed information): ) 7 a rl.,,i eerdreco _ tQ- 2CcOVL -./ al- Scow Satan /in t c+ T+-n„ C ( 1?+ Water District ❑...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ❑...Tukwila ❑...Sewer Use Certificate Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way Non Right-of-way _ ❑ ...Total Cut ❑...Total Fill ❑... ValVue ❑... Sewer Availability Provided cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Capor Remove Utilities o.. Curb ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " Irrigation Domestic Water ❑ .. Renton Call before you Dig: 1- 800 - 424-5555 QMpplice6onOFonns- Applications On Linet3-2006 - Permit Application.doc Revised: 9.2006 bit ❑ .. Highline ❑ ...Permanent Water Meter Size... WO M ❑...Temporary Water Meter Size.. WO # ❑...Water Only Meter Size WO k ❑...Sewer Main Extension Public _ Private ❑ ...Water Main Extension Public _ Private _ Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Renton ❑ ...Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x34 ") ❑...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑...Water ❑...Sewer o ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip Day Telephone: City State Zip Page 3 of 6 MECHANICAL CONTRACTOR INFORMATIRri s Company Name: Al Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Mechanical work (contractor's bid price): Scope of Work (please provide detailed information): Use: Residential: New....[] Replacement.... Commercial: New....[] Replacement El Fue1Tvpe: Electric Ej Gas 0 Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: i Qty Unit Type: I Qty I Unit Type: Fumace<IOOK BTU Handling Unit >10,000 Fire Damper C M I I 1 Fumace>100K BTU 1 I Evaporator Cooler I I Diffuser Floor Furnace Ventilation Fan Connected Thermostat I I to Single Duct I I Suspended/Wall/Floor Ventilation System Wood/Gas Stove Mounted Heater Appliance Vent I I Hood and Duct I I Emergency Generator Repair or Addition to Incinerator Domestic Other Mechanical Heat/Refrig/Cooling Equipment system Air Handling Unit Incinerator— Comm/Ind <10,000 CFM City Day Telephone: Fax Number: Expiration Date: stye Zip I Qty I Boiler /Compressor: 1 Qty 0 -3 HP /100,000 BTU 1 1 3 -15 HP /500,000 BTU I I 15 -30 HP /1,000,000 BTU i 30-50 HP /1,750,000 BTU 50+ HP/1,750,000 BTU Q:AAWRa tl W011m- Applimdom On tm.0 -3006. Pm it A111iution.doc a Jscd y3oo6 Page 4 of 6 bb Fixture Type: Qty Fixture Type: Qty Fixture Type: - -Qty . Fixture Type: Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain 1 Sinks 1 Dental unit, cuspidor Shower, single head trap 1 Urinals Dishwasher, domestic, with independent drain Lavatory J Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas :PLUMBING AND GAS PIPING PERMIT INFORMATION - 206431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: State Zip Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ 01 Scope of Work (please provide detailed information): r k /n in., of /1/w csudy 1/4 Wadi Li.-1.0A and Pie iuvv 4 r JVata ataeinn i vi ex t th4 Five .C4m )1 4 SZ Building Use (per Int'I 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: Q: Applications \Forms-Applications On Linc\3 -3006 - Permit Appliation.doc Revised: 9-2006 Page 5 of 6 P i1Vil APPLII ATION NOT - Appiii k te.ta I[_perft�ft g ttuis; s 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 OWNER OR AUTHORIZE r AGENT: Signature: Lose/ 661 Mailing Address: r(1 en 40% Print Name: Date Application Expires: 0/4 vs Id I Date Application Accepted: Q UpplicationdForms- Applications On LineU -2006 - Permit Applicationdoc Revised. 9 -2006 bh Date: / Ai Oy Day Telephone: .iL 717 vJ �i,ritrk City State Zip Staff Initials: Page 6 of 6 Doc: RECSETS -06 RECEIPT NO: R06 -01745 Initials: JEM User ID: 1165 Payee: RUSSEL K. BJUGAN SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description 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 SET RECEIPT Payment Date: 11/01/2006 Total Payment: 795.22 SET ID: 1030 SET NAME: TU%WILA FIRE STATION D06 -373 639.72 PG06 -176 155.50 TOTAL: 639.72 TRANSACTION LIST: Type Method Description Amount Payment Check 4780 795.22 TOTAL: 795.22 BUILDING - NONRES PLAN CHECK - NONRES PLUMBING - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 635.22 000/345.830 -2.50 000/322.100 158.00 000/386.904 4.50 TOTAL: 795.22 1327 11/01 9716 TOTAL 795.22 RECEIPT NO: R06 -01572 Initials: User ID: 1165 Payee: RUSSEL K. BJUGAN SET ID: 1005 SET TRANSACTIONS: Set Member D06 -373 PG06 -176 TOTAL: ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Amount 412.89 32.00 444.89 SET RECEIPT Payment Date: 10/05/2006 Total Payment: 444.89 SET NAME: CITY OF TUKWILA TRANSACTION LIST: Type Method Description Amount Payment Check 4726 444.89 TOTAL: 444.89 Account Code Current Pmts 000/345.830 TOTAL: 444.89 444.89 0443 10/05 9716 TOTAL 444.89 Steven M. Mullet, Mayor Steve Lancaster, Director Project: (Y/ { GY /1 / 7 i ./tea h4 Type of Inspection: r /A /s, / Address: 5 oh C /92 .S',/ Date Ca Special Instructions: Date Wanted: a.m. Requester: Phone No: 2,)/. ter- 57? - T 7r/ 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'Receipt No.: PERM 06)4 1 -3 tgt sar Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: _"- ) 1\ Da -5 -d7 00 REINSPECTION FE REQUIREtI. Prior to inspection, fee must be . aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Date: Proje n C r et} 1 m Ic w. lii Type of Inspection: GLoz mis Address Sion 5 14 Date Called: Special Instructions: Date Wan ed: —0 2 :m Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTIO N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Insp ctor: Date: 8.00 REINSPECTION F E REQUIR &b. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Re eipt No.: Date: Project:. 7 c?:- I1 t kLJc( Type of Inspection: 5 tt ),Artrin �ki 4 t4 s Address: 5 5 tq 75 -} Date Called: Special Instructions: Date Warned: -I9 - a.m. Requester: Phone N allo 'Iq - 37y ( 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Date: 1 s'd� t Ins pe tor: Maw / Latvl -1 4JrA p 8.00 REINSPECTION'EE REQUITED. Prior to inspection, fee must be paid at 6300 Southcent Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit 206)431 -3 6 70 Project: Type of Inspection: C�9 //1 S7 /IA V /z /L.e //A i,✓c 5Z Address: ,.900 S /'/ 7 s Date Called: _ Special Instructions: Date Wanted: j2- 2o-OG (a.mti p.m. Requester: Phone No: Zi INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 proved per applicable codes. INSPECTION RECORD Retain a copy with permit (2 1 6)431.3610 Corrections required prior to approval. COMMENTS: / d 7AL5 /1A N /ant - 4 ,0f Ate /A, spe or: Date: !!.( 1 1 n•c2 ) U A .,1r & / , 17 -7d -4 5 8.00 REINSPECTION FE4REQUIRFff. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ceipt No.: Date: Project. (o ; l r , rtn i t -.- Type of Inspection: V 4100 frown( Address: I ck Date Called: Special Instructions: Date Wanted: 12 Requester: Phone No: a . C (49 lit I I INSPECTION RECORD Retain a copy with permit .. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 OMMENTS: lnspe Date: - 6 Approved per applicable codes. Corrections required prior to approval. $58:Q6,KEINSPECTIOrEE REQUIRED. Prior to inspection, fee must be paid a 6300 Southce ter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: SPECIFICATIONS CODE 0 PLIANCE r Annnnyco 061 2,02006 a)9 —*Of lllkw)la BUILDING DMSION Prepared by.• June15,2006 FILE COPY Perrn!t No. CITY OF TUKWILA ALTERATIONS. TO FIRE STATION #52 b c-___, cr. ] omissions. _.a�rize it Ti: 5900 South 147 Street,. Tukwila, Washington 98188 IVARY & ASSOCIATES, ARCHIT 551 N.E. 65T Street Seattle, Washington 98115 1976 E RECEIVED env rw OCT 092006 PERMITCB(IER C TS REGISTERED ARCRIT CT 34 3 DIVISON 2 - SITEWORK 02060 Demolition DIVISION 3 - CONCRETE 03000 Concrete 01600 Materials and Equipment 2 01605 Products & Substitutions 2 01705 Project Closeout 4 01720 Project Record Documents 3 01730 Operation & Maintenance Manual 2 2 1 3 2 2 3 DIVISION 8 - DOORS & WINDOWS 08100 Steel Door Frames 2 08210 Wood Doors 2 08520 Aluminum Windows 2 08700 Finish Hardware 2 DIVISION 9 - FINISHES 09250 Gypsum Drywall 3 09650 Resilient Flooring 3 09700 Suspended Ceiling Systems 1 09900 Painting 5 DIVISION 10 - SPECIALTIES 10200 Louvers & Vents 2 10800 Toilet Accessories 2 10824 Shower Enclosure 1 DIVISION 11- EOUIPMENT None DIVISION 12 — FURNISHINGS None DIVISION 13 — SPECIAL CONSTRUCTION None DIVISION 14 - CONVEYING SYSTEMS None 15100 15250 16000 16500 DIVISION 15 - MECHANICAL Plumbing Pipe Insulation DIVISION 16 - ELECTRICAL Electrical Work Lighting END OF TABLE OF CONTENTS 3 1 5 2 2 a n+ DIVISION 1- GENERAL REQUIREMENTS CITY OF TUKWILA SECTION 01005 FIRE STATION #52 SUMMARY OF WORK ALTERATIONS Mr PART 1- GEN r. r 1.1 IDENTIFICATION AND SUMMARY OF WORK The nature of this project is the construction of a new restroom in the existing Fire Station #52 located at 5900 South 147 Street, Tukwila, WA. V 1.2 STANDARDS Requirements of the work are contained in the contract documents, which include these Specifications, and the Contract drawings. 1.3 PERMITS The Owner will pay the Building Permit, all other required permits shall be paid for by the r Contractor. 1.4 FEES b The Contractor shall pay for all related plumbing and electrical fees. 1.5 BID DOCUMENTS ftr All work shall be done in accordance with the bid documents that are made up of the following drawings, contract provisions and specifications: 4r Construction Drawings titled: .Qity of Tukwila Alteratinns to Fire. Starinn #52 with Drawings, dated June 15, 2006 t Contract Provisions Specifications titled: City of Tukwila, Alteration s to Fire Station #52 with Drawings dated June 15, 2006 �r PART 2 PRODUCTS JXJQLAR nfieahle� PART 3- F.XFrTP>i, M 10 3.1 EXISTING OPERATIONS The existing Fire Station will remain in operation during this project, therefore construction work w must be accomplished to minimiz impacts to their operations. 3.2 CUTTING AND PATCHING A. mictu Work Do not cut -and -patch structural work in a manner resulting in a reduction of load carrying capacity or load /deflection ratio. Submit proposal and request and obtain Architect's approval before proceeding with cut- and -patch of structural work. 10 B. Visual/ Quality Limitations: Do not cut- and -patch work exposed to view (exterior and interior) in a manner resulting in noticeable reduction of visual qualities and similar qualities, as judged by the Architect. IN 01005-1 w W 3.3 ACCESS TO SITE The Contractor, Subcontractors and Suppliers shall be provided access to the site during normal operating hours of 7:00 a.m. to 5:00 p.m. weekdays, excluding holidays. Access ways shall be #. restricted as needed to allow the existing facility to remain secure and in operation. END OF SECTION .. 01005-2 is 40 DIVISION 1- GENERAL CONDITIONS CITY OF TUKWILA SECTION 01035 FIRE STATION #52 r SPECIAL PROVISIONS ALTERATIONS PART 7 GFNF.RAT, 1.1 NUMBER OF ITEMS Wherever in these specification, an article, device of piece of equipment is referred to in the singular number, such reference applies to all and as many articles as are indicated or required to complete the installation 1.2 RELATED DOCUMENTS iW Conditions of the Contract and the Supplements thereto by the City of Tukwila apply to the work specified in this Section. IW 1.3 DEFINITIONS The following terms are used in the Contract Documents and are defined as follows: A. The term "approved" and "for approval" means "approved by the 6J Architect" and "for the Architect's approval'. B. Where the terms, "or approved" or "or approved equal" are used, the Architect is w the sole judge of the quality and suitability of the proposed substitutions. C. The term "coordinate" means "satisfactorily combine the work of all trades for a Wr complete and operating installation." D. The term "directed" means "as directed by the Architect E. The term "indicated" means "indicated or noted on the drawing" 1W F. The term "provide" means to "furnish and install". G. The term "requested" means "as requested by the Architect" ow H. the term "selected" means "as selected by the Architect I. The term "OFCI" means "owner famished, Contractor installed" J. The term *NIC" means "not in the Contract Ys 1.4 BUILDING PERMIT SET OF PRINTS A. The Contractor shall keep the building permit set of drawings at the job site during construction, in good condition, and shall make no marks on the permit set. Just r prior to final acceptance, the Contractor shall deliver to the Owner the permit set of plans. IN B. The Contractor shall include in the base bid contract sum the cost of all fees, 01035 1 In is inspections and permits for work as described in the drawings. C. Contractor shall arrange and pay for all hook -up costs related fees and permits for the complete installation of all utilities and associated work to service the building as follows: 1. Electrical service (temporary and permanent) 2. Telephone service from existing office to new shop space. 1.5 CLEAN -UP A. Interior: After all trades have completed their work and just before substantial completion and occupancy by the Owner, thoroughly clean all interior surfaces of the building affected by the work of this Contract. B. Exterior: Remove construction equipment and temporary facilities from premises, clean and disinfect areas occupied by sanitary conveniences, remove temporary connection to services and restore to "original" condition. Sweep and scrub exterior paving clean of all stains and dirt. Remove all construction debris and excess materials. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTIONS (Not Applicable) END OF SECTION 01035 2 DIVISION 1- GENERAL CONDITIONS CITY OF TUKWILA SECTION 01040 FIRE STATION #52 PROJECT COORDINATION ALTERATIONS PART 1- GENERAL 1.1 RELATED DOCUMENTS Conditions of the Contract and the Supplements thereto by the City of Tukwila apply to the work specified in this Section. 1.2 SUMMARY A. This Section specifies specific administrative and supervisory requirements necessary for Project coordination including, but not necessarily limited to: 1. Coordination 2. Administrative and supervisory personnel 3. General installation provisions 4. Cleaning and protection B. Progress meetings, coordination meetings and pre - installation conferences are included in Section "Project Meetings ". C. Requirements for the Contractor's Construction Schedule are included in Section "Submittals" 1.3 COORDINATION A. Coordinate construction activities included under various Sections of these Specifications to assure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Sections of the Specifications that are dependent upon each other for proper installation, connection, and operation. 1. Where installation of one part of the Work is dependent on installation of other components, either before or after its own installation, schedule construction activities in the sequence required to obtain the best results. 2. Coordinate installation of different components, when limited space is available, to assure maxim accessibility for required installation, operation, and maintenance of components. Make adequate provisions to accommodate items scheduled for later installation. B. Administrative Procedures - Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and ensure orderly progress of the Work. Such administrative activities indude, but are not limited to the following. 01040 1 1. Preparation of schedules 2. Scheduling of work. 3. Installation and removal of temporary facilities. 4. Delivery and processing of submittals 5. Progress meetings 6. Project Close -out activities C. Conservation Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. 1.4 SUBh4r1TALS Prepare and submit coordination drawings where required to insure proper installation of all related components. PART 2 PRODUCTS (Nnt Applirahlr) PART 3 FXF,CITTION 3.1 GENERAL INSTALLATION PROVISIONS A. Inspection of Conditions the installer of each major component shall inspect both substrate and the condition under which work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner B. Comply with manufacturer's installation instructions and recommendations to the extent that those instructions are more explicit or stringent than requirements contained in Contract Documents. C. Install each component during weather conditions and Project status that will ensure the best possible results. Isolate each part of the completed construction from incompatible materials as necessary to prevent deterioration. 3.2 CLEANING AND PROTECTION A. Clean and maintain completed construction as frequently as necessary through the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. B. Supervise construction activities to ensure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. END OF SECTION 01040 2 DIVISION 1- GENERAL CONDITIONS CITY OF TUKWILA SECTION 01060 FIRE STATION #52 y REGULATORY REQUIREMENTS ALTERATIONS PART 1 GEI�S[F.RAL IN 1.1 GENERAL A. Throughout the Contract Documents, reference is made to codes and standards lr which establish qualities and types of workmanship and materials, and which establish methods for reporting on the pertinent characteristics. B. Where materials or workmanship are required by these Contract Documents to meet or exceed the specifically named code or standard, it is the Contractor's responsibility to provide materials and workmanship which meet or exceed the W specifically named code or standard. C. When required by the Contract Documents, deliver to the Engineer required proof that the materials or workmanship or both meet or exceed the requirements of the specifically im named code or standard. Such proof shall be copies of a certified report of tests conducted by a testing agency approved for that purpose- 00 D. Related Requirements in Other Parts of the Specifications include the General and Supplementary Conditions. 1.2 QUALITY ASSURANCE A. Familiarity with Pertinent Codes and Standards: In procuring all items used in this work, it is the Contractor's responsibility to verify the detailed requirements of the specifically named 4r codes and standards and to verify that the items procured for use in this work meet or exceed the specified requirements. B. Rejection of Non Complying Items: The Owners Representative reserves the right to reject items incorporated into the Work which fail to meet the specified minimum requirements. The Owner's Representative further reserves the right, and without prejudice to other recourse the Architect may take, to accept non complying items subject to an adjustment in the Awarded Contract Price as approved by the Owner's Representative. 1.3 APPLICABLE CODES AND STANDARDS A. All pertinent laws, ordinances, rules, regulations and codes shall govern construction activities at the work site. Oki B. Construction which is not governed by governmental regulations or the Contract Specifications will be governed by the more stringent provisions of the latest published edition or statute adopted edition, at the time of Contract signing, following applicable a+ codes and standards: 1. International Building Code ANSI Standards to 2. National Electrical Code 01060 1 r IN DIVISION 1- GENERAL CONDITIONS CITY OF TIUHWILA SECTION 01090 FIRE STATION #52 DEFINITIONS AND STANDARDS ALTERATIONS PART 1- GENERAL 1.1 CODES AND STANDARDS A. Comply with applicable requirements of the International Building Code and governing codes and ordinances of the City of Tukwila. B. In addition to governing codes, the 2000 State of Washington Standard Specifications for Road, Bridge, and Municipal Construction shall be considered a governing standard for this project. C. Except where the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. 1.2 DEFINITIONS A. Owner The term Owner shall mean the City of Tukwila acting through the City of Tukwila Public Works Department.. B. Owner's Representative The term Owner's Representative shall mean that person or persons that has been identified by the City of Tukwila to act in the behalf of the Owner during the Construction Period. C. Contract Amount The term Contract Amount shall mean the Awarded Contract Price. D. Contract Sum The term Contract Sum shall mean the Awarded Contract Price. E. Architect The term Architect shall mean the Owner's Representative. F. Provide The term provide shall mean that the Contractor shall furnish, install, test and make ready for use any and all items so designated. G. Furnish The term means supply and deliver to the Project site, ready for unloading, unpacking, assembly, and installation. 01090 1 H. Install The term describes operations at the Project site including the actual unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. Regulations The term regula includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of work. J. Directed Term such as directed, requested, authorized, selected. approved. required. and permitted mean directed by the Architect, requested by the Architect, and similar phases. K Installer An installer is the Contractor or another entity engaged by the Contractor, either as an employee, or subcontractor, to perform a particular construction activity. L. Project sit The project site is the space available to the Contractor for performing construction activities either exclusively or in conjunction with others performing other work as part of the Project. The extent of the Project site is shown on the Drawings. 1.3 ASSOCIATION AND STANDARDS In addition to other associations and standards referenced in APWA Standard Specification for Municipal Public Works Construction the project shall be built in conformance with the following as determined by the Owner. IBC International Building Code, 2003 Edition UL Underwriters Laboratories 2007 E. Olive Street Chicago, IL 60611 WCLIB West Coast Lumber Inspection Bureau 1750 S.W. Skyline Blvd. Portland, OR OSHA Occupational Safety and Health Administration (U.S. Department of Labor) 1.4 ABBREVIATION SCHEDULE The following abbreviations are standard with the .Architect for all projects. Many will not appear on this set of Construction Drawings. Certain common usages abbreviations have not been included. Others may appear in Supplementary Schedule on Drawings. 01090 2 ! 01090 3 R. Radius Reinf Reinforced Req pr Req'd Required R.O.W. Right of Way San. Sanitary Sec. Section Sch. Schedule Sht Sheet Sim. Similar Specs. Specifications S.S. Stainless Steel Std. Standard T.W. Top of Wall Typ. Typical With Wd. Wood PART 2 - PRODUCTS(Not Applicable) PART 3 - EXECUTION (Not Ap plicab le ') END OF SECTION 01090 4 DIVISION 1- GENERAL CONDITIONS CITY OF TUKWILA SECTION 01100 FIRE STATION #52 BASE BID & ADDITIVE BIDS ALTERATIONS PART 1- GENERAL 1.1 RELATED DOCUMENTS Conditions of the Contract, and the Supplements thereto by the City of Tukwila apply to the work specified in this Section. 1.2 OWNERS AWARD PROCEDURES A. Intent It is the intent of the Owner to award one prime contract for the construction of the new restroom in the existing bunk room area as shown on the drawings and specified herein. B. Right to Reject The Owner reserves the right to accept, or to reject any or all of the bids and /or additive bids. 1.2 BASE BID The Base Bid shall be the total construction amount for all materials, supplies, equipment, tools, labor, fees, and project overhead required for the complete construction of the alteration project, excluding Washington State Sales Tax. 1.3 ADDITIVE BIDS There are no Additive Bid Items on this project PART 2 — PRODUCTS (Not Applicable) PART 3 - EXECIJTION (Not Applicable) END OF SECTION 01100 1 DIVISION 1- GENERAL CONDITIONS CITY OF TUKWILA SECTION 01200 FIRE STATION #52 PROJECT MEETINGS ALTERATIONS PARTS GENERAL 1.1 RELATED DOCUMENTS Conditions of the Contract, and Supplements thereto by City of Tukwila apply to the work specified in this Section. 1.2 SUMMARY This Section specifies administrative and procedural requirements for project meetings including but not limited to: 1. Pre - construction conference 2. Pre - installation Conferences 3. Progress Meetings ✓ 01200 1 1.4 PRE - INSTALLATION CONFERENCES Conduct a pre - installation conference at the site before each construction activity that requires coordination with other main items of construction, or inspection by Owner's Representative. The installer and representatives for material /product to be installed shall attend the meeting. All factors that may affect the installation of the work shall be reviewed, including scheduling, compatibility of surrounding substrate, required inspections, and potential corrective work. 1.5 PROGRESS MEETINGS A. Conduct progress meetings at the Project site at regularly scheduled intervals as required. B. Agenda - Review Architects progress report from previous progress meeting. Review work in progress. Review other items of significance that could affect progress or quality of work. C. Scheduling - The work progress will be reviewed in relation to the Contractor's Construction Schedule to verify that the work of each component of the project is in conformance with Schedule. The Contractor shall determine how any activity that is behind schedule will be expedited to ensure that the project will be completed within the Contract Time. D. Reporting - The Architect will distribute copies of the notes from the progress meeting to the Owner, and Contractor. The Contractor will distribute copies of the meeting notes to each subcontractor, or supplier present at the meeting, and any other party that is affected by the actions taken or decisions made at that meeting. PAR - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Anplicable) Sample meeting agenda: Attending CONSTRUCTION MEETING # (NUMBER) Agenda (DATE / TIME) PROJECT NAME CONTRACT # Name Representing Phone Fax 1. Review and approve minutes of previous meeting. 2. Review work progress and contract time remaining since previous meeting. 3. Review plans for progress for succeeding work period. 4. Review construction schedule. 01200 2 5. Review correction measure and procedures to regain project schedule, as applicable. 6. Present field observations, problems, and conflicts 7. Review maintenance of quality control and work standards. 8. Review submittal schedules; present methods to expedite, as required. 9. Review delivery schedules 10. Review proposed changes for a. Effect on construction schedule and on completion date, b. Effect on any other contract of the project. 11. Review modification proposals and prices. 12. Review draft of application for payment at end of month. 13. Review required revisions to project record documents. 14. Review project safety. 15. Review any other business. 16. Review all claims to be current. 17. Other business relating to work 18. Next meeting - schedule for END OF SECTION 01200 3 an is DIVISION 1- GENERAL REQUIREMENTS CITY OF TUKWILA SECTION 01340 FIRE STATION #52 r SUBMIT'T'ALS ALTERATIONS PART 1- GENE RAL 1.1 GENERAL Coordinate submittals with progress schedule and actual progress of work; allow 1 week for Architects /Engineer's initial processing of submittals requiring review and return. Provide copies o required by governing authorities, which are in addition to copies specified for submittal to Architect. ho 1.2 SUMMARY OF SUBMITTALS This Sections specifies the submittal and review process required for identified material assemblies and products to be incorporated into the Project including the following. tar A. Contractor's construction schedule B. Submittal schedule C. Product Data it D. Samples 1.3 CONTRACTOR'S CONSTRUCTION SCHEDULE iW A. Provide a horizontal bar chart type construction schedule. Submit within 7 days of the date established for "Notice to Proceed 1. Provide separate time bar for each significant construction activity. Provide the same breakdown of units for the Work as indicated in the "Schedule of Values 2. Within each time bar indicate estimated completion percentage in 10 percent increments. As work progresses, place contrasting mark in each bar to indicate Actual Completion 3. Prepare schedule on a sheet of sufficient size to show entire construction period. 4. Coordinate the Contractor's construction schedule with the schedule of values. bw 5. Indicate Physical Completion on the schedule. B. Distribution Following response to the initial submittal, print and distribute copies to the Architect, Owner, subcontractors and other parties affected by the schedule. C. Schedule Updating Revise the schedule each month where revisions have been identified of made. Submit schedule at the following progress meeting. IsJ 1.4 SUBMITTAL SCHEDULE A. After development and acceptance of the Contractor's construction schedule, prepare a tr complete schedule of submittals as required by each Section of these specifications. Submit the schedule within 7 days of the date required for the establishment of the construction schedule. Prepare schedule in chronological order for all submittals. Identification of r submittal shall include date of submittal, Specification Section Number, name of 01340-1 0 M subcontractor, and indication of initial review and approval by the Contractor. B. Schedule update - As submittals are reviewed and processed, the Contractor shall indicate the status of submittals indicating date submitted, present status of submittal, and date of approval by Architect. The updated schedule indicating status of all submittals shall be posted in the project office. 1.5 PRODUCT DATA A. Submit manufacturer's printed product data that shall include frill product description, installation instructions, accessories or options provided, installation templates, color and finish options, and connection requirements to utilities as required. B. Mark each copy to indicate actual product to be provided; show selections from among options in manufacturer's printed product data. Except as otherwise indicated, submittal is for information and record. Do not proceed with installation of manufactured products until a copy of related product data is in Installer's possession at project site. C. Indicate on each copy the date of submittal, the subcontractor or supplier submitting, and that the Contractor has made an initial review of the product and has verified that the product complies with the requirements set in the Specification Section. D. Provide a minimum of 5 copies so that two copies can be retained by the Architect, one copy to be on file at Contractor's main office, one copy to be on file at the project site office, one copy transmitted to the subcontractor /supplier. 1.6 SETS OF SAMPT.FS Submit 3 sets; two sets will be returned. Provide 2 or more samples in each set where variations in color, pattern or texture are observable. Maintain returned set at project site, for purposes of quality control comparisons. 1.7 REVIEW ACTION The Architect shall review shop drawings, product data, and samples for conformance with Contract Documents. The Architect, after reviewing the submittals, shall stamp each submittal indicating the following action is required by the Contractor. A. Shop Drawing, Product Data, or Sample is approved as submitted, requiring no further review. B. Shop Drawing, Product Data, or Sample is approved with minor corrections noted. Submitted item may be incorporated into the project, conforming to the identified corrections. no further submittals are required. C. Shop Drawing, Product Data, or Sample is not approved, and shall be re- submitted by the Contractor as required to meet requirements of Construction Documents. The re- submittal shall clearly indicate correction to all items that were identified as non - conforming on the previous submittal. 1.8 ARCM IECVS REVIEW 01340 -2 Review by the Architect does not relieve the Contractor from responsibility for errors which may exist in the submitted data. On any discrepancy between the Construction Documents and Submittals relating to requirements and standards for products, materials, and assemblies that are to be incorporated into the Project, the Construction Documents shall take precedence. from the Contractor. PART 2 - PRODUCTS of Annlicablel PART 3 - FXECIJTION (Not Applicable) END OF SECTION 01340 -3 DIVISION 1- GENERAL CONDITIONS CITY OF TUKWILA SECTION 01505 FIRE STATION #52 TEMPORARY FACILITIES ALTERATIONS PART 1- GENERAL 1.1 GENERAL For the basic commitments to provide temporary facilities, this section specifies certain minimum temporary facilities to be provided, regardless of methods and means selected for performance of the work, but not by way of limitation and not assured for compliance with governing regulations. Use of alternate temporary facilities is Contractor's option, subject to Architect's acceptance. Temporary facilities are defined to exclude tools and construction machines, testing, demolition, alterations, soil borings, mock -ups and similar items 1.2 COSTS Except as otherwise indicated, costs associated with temporary facilities are Contractor's (Awarded Contract Price), including power /fuel /water usage until time of substantial completion for each major area of project. Temporary facilities remain property of Contractor. 1.3 TEMPORARY UTILITY SERVICES Water Water is available at site for Contractor's use in construction activities. Owner will pay water use charges. For drinking water, the Contractor shall supply and pay for containerized tap - dispenser water type units, including paper cup supply. Power Power is available at site. Owner will pay for electrical usage. Contractor shall install temporary service from existing source on site to work areas. Contractor shall pay any fees related to installation of temporary feed. Comply with NEMA, NECA, and UL standards and regulations for temporary electric service. Install service in compliance with National Electric Code (NFPA 70) Contractor shall remove temporary service when permanent electrical service is in operation. Telephone The Contractor shall maintain phone service on site during working hours. A cellular phone on site is acceptable. 1.4 TEMPORARY SUPPORT FACILITIES General: Provide facilities and services as may be needed to properly support primary construction process and meet governing regulations. Do not use permanent facilities except as otherwise indicated, and except after time of substantial completion. Office The Contractor may utilize the adjacent bunk room as a temporary construction office. It shall be the Contractor's responsibility to secure all equipment and materials stored on site. Toilets Supply temporary toilet facilities as required for construction crews and pay rental charges. Contractor shall provide portable toilets for use of the construction crew for the duration of the project, including setup and maintenance at no additional cost to the Owner. 1.5 TEMPORARY CONSTRUCTION CONTROLS 01505 1 Dust Barriers — The Contractor shall install and maintain plastic sheeting dust barriers to enclose work area as required to prevent dust and debris from migrating to other areas of the Fire Station. 1.6 SECURITY & PROTECTION General Provide facilities and services as necessary to effectively protect project from losses and persons from injury during the course of construction. Provide Type ABC extinguisher as required by authorities in construction areas. 1.7 QUALITY ASSURANCE Regulation. Comply with industry standards and applicable laws and regulations of authorities having jurisdiction but not limited to: 1. Building Code requirements 2. Health and Safety regulations 3. Utility company regulations 4. Police, Fire Department and Rescue Squad regulations 5. Environmental protection regulations 1.8 INSPECTION Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits PART 2 - PRODUCTS 1.1 EQUIPMENT Provide new equipment or undamaged used equipment in serviceable condition. 1.2 ELECTRICAL Provide properly NEMA configured polarized outlets equipped with ground fault circuit interrupters, reset button and pilot light for connection of power tools and equipment. Provide general service lamps and temporary wiring required for adequate illumination of work areas. Provide guard cages where exposed to breakage 1.3 HEATING Provide temporary heating units that have been tested and labeled by UL or another recognized trade association related to the type of fuel being used Provide sufficient heating units to provide adequate temperature control within the work area during construction. The use of the permanent heating systems shall not be used as a heat source during construction activities 1.4 FIRST AID SUPPLJFS Comply with governing regulations. PART 3 - EXECUTION 3.1 INSTALLATION 01505 2 W---, r Use qualified personnel for installation of all temporary facilities. Maintain all equipment in good serviceable condition for the construction period go 3.2 LOCATION Locate facilities where they will serve the Project adequately and result in minimum interference rr with Fire Department operations of existing facility. 3.3 TERMINATION AND REMOVAL an Remove each temporary facility when the need has ended, or when replaced by authorized use of a permanent facility, or no later than Substantial Completion. Clean or repair all work damaged by the installation or removal of the temporary equipment r 3.4 LIGHTING Replace all lamps in permanent fighting fixtures, that were used during construction activities, at °i Substantial Completion. to r r r r a is r� M END OF SECTION 0]505 3 r iJ DIVISION 1- GENERAL CONDITIONS CITY OF TUKWILA SECTION 01545 FIRE STATION #52 EXISTING FACILITIES ALTERATIONS PART 1- GENERAL • 1.1 SUMMARY This Section specifies procedures that the Contractor shall undertake when working near existing facilities. 1.2 GENERAL A. The Contractor shall protect from damage utilities encountered during the Work. Utilities shall include, but are not limited to, sewer and storm drain systems, water distribution systems, electrical distribution systems, telephone, and CATV systems, and similar facilities. B. The Contractor shall protect from damage the existing building structure during the Work. Building structure shall include, but not limited to, wall framing and surfaces, ceiling /roof framing and surfaces, doors, windows, fixtures, and furnishings. 1.3 UTILITY LOCATIONS The Contractor shall examine the existing building utilities and protect all utilities and existing services that are to remain. If a mechanical or electrical utility or service is uncovered that conflicts with construction activities, the Contractor shall immediately notify the Architect. PART 2 - PRODUCTS (Not Applicable). PART 3 - EXECUTION (Not Applicable) END OF SECTION 01545 1 ft C. Except for required labels and operating data, do not attach or imprint identification marks that will be exposed to view. j1. 1.5 PRODUCT D ELIVER Y, STORAGE HANDLING A. Deliver, store and handle products in accordance with the manufacturer's r+ recommendations, using means and methods that will prevent damage, deterioration and loss. 1r B. Schedule delivery of projects to minimiz long -term storage at the site. C. Deliver products to the site in the manufacturers original sealed container or rr packages. 01600 1 ft W DIVISION 1- GENERAL CONDITIONS CITY OF TUKWILA SECTION 01600 FIRE STATION #52 MATERIALS AND EQUIPMENT ALTERATIONS PART 1- GENERAL 1.1 RELATED DOCUMENTS Conditions of the Contract, and Supplements thereto by City of Tukwila apply to the work specified in this Section. Yr 1.2 SUMMARY This Section specifies administrative procedures requirements governing the Contractor's selection of products for use in the Project. 1.3 DEFINITIONS IW' A. "Products are items purchased for incorporation in the Work, whether purchased for the Project or taken from previously purchased stock. The term "product" includes the terms "material "equipment "systems" and terms of similar intent. fYr B. "Named Products" are items identifies by manufacturer's product name including make or model designation. IW C. "Materials are products that are substantially shaped, cut worked mixed finished, refined or otherwise fabricated, processed, or installed to form part of the Work D. "Equipment" is a product with operational parts, whether motorized or manually operated, that requires service connections such as wiring or piping. 1r 1.4 QUALITY ASSURANCE A. To the fullest extent possible, provide products of the same kind. B. Compatibility of Options When the Contractor is given the option of selecting between several projects for use on the Project, the product selected shall be compatible with products previously selected. C. Except for required labels and operating data, do not attach or imprint identification marks that will be exposed to view. j1. 1.5 PRODUCT D ELIVER Y, STORAGE HANDLING A. Deliver, store and handle products in accordance with the manufacturer's r+ recommendations, using means and methods that will prevent damage, deterioration and loss. 1r B. Schedule delivery of projects to minimiz long -term storage at the site. C. Deliver products to the site in the manufacturers original sealed container or rr packages. 01600 1 ft W tin r D. Store products on site in a manner that will facilitate inspection and measurement of quantity. Yr E. Store products subject to damage, under cover in a weathertight enclosure, ventilation, temperature, and humidity within range required by manufacturer. PART 2 PRODUCTS 2.1 PRODUCT SELECTION A. Provide products that comply with the Contract Documents. No B. Product Selection Procedures 1. Where only a single product or manufacturer is named, without being accompanied by an "approved equal" term, provide the product indicated. No substitution will be permitted. 2. Where two or more products or manufacturer's are named, without being accompanied by an "approved equal" term, provide the product indicated. No substitutions will be permitted 1r 3. When products or manufacturers are specified by name accompanied by the term "or equal or "approved equal provide product that conforms with product specified.. r C. The Contractor shall: 1. exercise precautions throughout the life of the Contract to prevent pollution, erosion, siltation, and damage to property. 2.2 COMPLIANCE WITH STANDARDS Where the Specifications only require compliance with an imposed code, standard, or regulation, select a product that complies with the standards or regulations specified. PART 3 F_XF.CUTION V 3.1 INSTALLATION OF PROJECTS Comply with manufacturer's instructions and recommendations for installation of products tr in applications indicated. Anchor each product securely in place, accurately located and aligned with other work Ir END OF SECTION IW 01600 2 1 6b so ft DIVISION 1- GENERAL CONDITIONS CITY OF TUKWILA SECTION 01605 FIRE STATION #52 1W PRODUCT SUBSTITUTIONS ALTERATIONS PART 1 GENERAL bw 1.1 PROCEDURAL REQUIREMENTS Where possible, provide entire required quantity of each generic product, material or equipment from single source; and, where not possible to do so, match separate procurements as closely as IN possible. To extent selection process is under Contractor's control, provide compatible products, material and equipment Where available and complying with requirements, provide standard products which have been used previously and successfully in similar applications, and which are recommended by manufacturers for applications indicated 1.2 PRODUCT SELECTION LR IITATION r A. Product Selections Comply with the following for selection of product, materials and equipment: r B. Single Product Named: Provide only that product, unless determined to be unavailable, non compatible with the work, or non complying with requirements or governing regulations per acceptance of said status by Architect No C. "Or Equal" Clause: Provide named product which complies with requirements, or comply with requirements for gaining approval on "substitution" to select and use an unnamed to product D. Compliance with Standards: Selection of product which complies with requirements, to including applicable standards, is Contractors option where no product names are indicated 1.3 SUBSTITUTIONS A. During Bid Period: It is the Contractors responsibility to determine that any product, that it he /she proposes to utilize in place of the product specified, meets all of the quality standards of the product specified. Products proposed for substitution by the Contractor will not be pre- approved during the bid period B. During the Construction Period: Request by Contractor will be considered when reasonable, timely, fully documented and qualifying under the following circumstance Required products cannot be supplied in time for compliance with Contract Time requirements, Contractor can verify to Architects satisfaction that the proposed product substitution is equal to product specified, Contractor can demonstrate a specific costs savings, without compromising performance, that can be realized to the Owner by the utilization of the proposed substitution w 1.4 SUBSTITUTION REQUEST PROCEDURE If the Contractor decides to submit a request for substitution on a product or material, he /she shall submit a written request, along with manufacturer's product literature and data for the proposed item rr to the Architect for review. See Section 01340 Submittals for general submittal requirements. 01605 1 a r 1.5 DELIVERY, STORAGE & HANDLING Receive, store and handle products, materials and equipment in a manner which will prevent loss, deterioration and damage. Schedule deliveries to minimize long -term storage at project site. 1.6 WARRANTIES & GUARANTIES A. Required for the work include: 1) Special projects warranty issued by Contractor and, where required, countersigned by Installer or other recognized entity involved in performance of the work; 2) Specified product warranty issued by a manufacturer or fabricator, for compliance with requirements in contract documents; and 3) Coincidental product warranty available on a product incorporated into the work, by virtue of manufacturer's publication of warranty without regard for application requirements (non - specified warranty). B. Owner's Recourse - Warranties and warranty periods do not diminish implied warranties, and do not deprive Owner of actions, rights and remedies otherwise available for Contractor's failure to fulfill requirements of the contract documents PART 2- PRODUCTS PART 3 - EXECUTION (Not Ap plicable) (Not Applicable) END OF SECTION 01605 2 r. 1 DIVISION 1- GENERAL CONDITIONS CITY OF TUKWILA SECTION 01705 FIRE STATION #52 PROJECT CLOSEOUT ALTERATIONS w PARTI- GENERAL t,. 1.1 GENERAL The provisions of this section apply primarily to closeout of actual physical work, not to administrative matters such as final payment and change over of insurance. Closeout requirements y+ relate to physical completion of work, and apply to individual portions of completed work as well as the total work Specific requirements in other sections have precedence over general requirements of this section. Yr 1.2 PROCEDURES AT PHYSICAL COMPLETION Comply with General Conditions and complete the following before requesting Architect's No inspection of the work, or designated portion thereof, for Physical Completion: SUBMIT executed warranties, workmanship bonds, maintenance agreements, inspection certificates and similar required documentation for specific units of work, enabling Owner's unrestricted occupancy and use. SUBMIT record documentation YM SUBMIT Operational and maintenance manuals so COMPLETE final leaning, and remove temporary facilities and tools. REPAIR any damage to existing building or grounds. to 1.3 INSPECTION PROCEDURES Upon receipt of Contractor's request, Architect will either proceed with inspection or advise rr Contractor of prerequisites not fulfilled. Following initial inspection, Architect will either prepare certificate of physical completion, or advise Contractor of work which must be performed prior to issuance of certificate; and repeat inspection when requested and assured that work has been completed Results of completed inspection will form initial "punch -list" for final acceptance. 1.4 PHYSICAL COMPLETION YN A. Preliminary procedures: Before requesting inspection for certification of Physical Completion, complete the following. tm 1. In the Application for payment that coincides with, or first follows, the date Physical Completion is claimed, show 100 percent completion for the portion of the Work claimed as physically complete. Include supporting documents for i, completion as indicated in these Construction Documents and a statement showing an accounting of changes to the Awarded Contract Price.. 2. Advise Owner of pending insurance change -over requirements. r 3. Submit specific warranties, workmanship bonds, maintenance 01705 1 0 a 1.6 PHYSICAL COMPLETION Before requesting final inspection for certification of physical completion and final payment, complete the following. 1. Submit the final pay request with all releases and supporting documentation not previously submitted. 2. Submit an updated final statement accounting for final additional changes. 3. Submit a copy of the Architect's final inspection list of items to be completed or corrected, stating that each item has been completed or otherwise resolved for acceptance, and that the list has been endorsed and dated by the Architect. 4. Submit consent of surety to final payment. 5. Submit evidence of final, continuing insurance coverage complying with insurance requirements. 1.7 REINSPECTION PROCEDURE The Architect will reinspect the Work upon receipt of notice that the Work, including inspection list items form the earlier inspection, has been completed. Upon completion of inspection, the Axchitect will prepare a certificate of physical completion, or advise the Contractor that work is incomplete or of obligations that have not been fulfilled. If necessary, reinspection will be repeated. 1.8 RECORD DOCUMENT SUBMITTAL A. Do not use record drawings for construction purposes, protect from deterioration and loss in a secure Location; provide access to record documents for Owner or Architect's reference during construction. B. Maintain a set of Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work originally shown. 01705 2 agreements, final certification and similar documents 4. Obtain and submit releases enabling the Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates and similar releases. 5. Deliver tools, spare parts, extra stock and similar items. 6. Make final change over of permanent locks and transmit keys to Owner 7. Complete start -up testing of systems, and instruction of the Owner's operating and maintenance personnel. Discontinue or change over and remove temporary facilities from the site. 8. Complete final clean -up requirements. 1.5 PROCEDURES PRIOR TO PHYSICAL COMPLETION Upon receipt of Contractor's notice that work has been completed, including punch -list items resulting from earlier inspections, and excepting incomplete items delayed because of acceptable circumstances, Architect will inspect work Upon completion of inspection, Architect will either identify the project as Physical Complete and recommend final payment, or advise Contractor of is C. Mark record sets with colored pencils, using different colors to distinguish between separate r categories of work D. Maintain one complete copy of the Project Manual, including addenda, and one copy of other written documents such as Change Orders. Mark these documents to show substantial variations in actual Work performed in comparison with the test of the Specifications and modifications. Upon completion of the Work, submit record Specifications to the Architect for the Owner's records. E. Record Product Data Maintain one copy of each Product Data submitted Mark these documents to show significant variation in the actual Work performed in comparison with information submitted. Upon completion of mark -up, submit complete set of Product Data to the architect for the Owner's record. it F. Maintenance Manuals Provide operating maintenance manuals per Section 01730. `al PART 2 PRODUCTS 17—slat.Aan IirahIel PART 3 FXFCU 3.1 CLOSEOUT PROCEDURES Arrange for each installer of equipment that requires regular maintenance to meet with the 1r Owner's personnel to provide instruction in proper operation and maintenance. As part of the instruction for operating equipment, demonstrate the following procedures: 1r 1. Start -up 2. Shutdown 3. Emergency operations 4. Safety procedures 5. Noise and vibration adjustment G. Effective energy operation 7. Cleaning changing of parts. 3.2 FINAL CLEANING A. General cleaning during construction is required by the General Conditions and b+ included in Section "Temporary Facilities B. Employ experienced workers of professional cleaner for final cleaning. Clean each surface Itr on unit to the condition expected in a normal commercial budding cleaning and maintenance program. Complete the following cleaning operations before requesting inspection for Certification of Physical Completion: v 1. Remove labels that are not permanent 2. Clean and polish transparent and reflective surfaces including windows and mirrors. r 3. Clean exposed exterior and interior had surfaced finishes to a dust -free 01705 3 i condition, free of stains, films and similar foreign substances. 4. Wipe surfaces of mechanical or electrical equipment; clean plumbing fixtures to a sanitary condition. 5. Clean the site of rubbish, liter and foreign substances. Sweep paved areas broom clean; remove stains, spills and other foreign deposits. Removal of Protection - Remove temporary protection and facilities installed for protection of Work during construction. END OF SECTION 01705 4 W in DIVISION 1- GENERAL CONDITIONS SECTION 01720 PROJECT RECORD DOCUMENTS E&RT 1 GFW _ERA:, 6 w M r r r r OWN r W lr r I" CITY OF TUKWILA FIRE STATION #52 ALTERATIONS 1.1 DESCRIPTION A. Work included: Maintain for Architect at site one record copy of contract document including but not limited to: 1. Drawings, annotated as work progresses 2. Specifications, annotated as work progresses 3. Addenda 4. Change Orders and other contract modifications 5. Field orders or other written instructions 6. Approved shop drawings and product data 7. Field test reports B. Related sections: Coordinate related requirements specified in other parts of the project manual, including but not limited to the following. Section 01340 Submittals 1.2 QUALITY ASSURANCE A. Delegate the responsibility for maintenance of record prints to one person on the contractor's staff as approved by the Architect B. Make entries on the record prints clearly showing as -build conditions within 24 hrs. after completing any element of work. C. Accuracy of records: 1. Coordinate changes and additions within the record prints, making adequate and proper entries on each page of specifications and each sheet of drawings. 2. Accuracy of records shall be such that future search for items shown in the contract documents may rely reasonably on information obtained from the approved project record documents. 1.3 STORAGE OF DOCUMENTS Maintain and store in field office apart from documents used for construction. 1. Contract drawings, bearing building permit approval from City of Tukwila 2. Specifications, bearing building permit approval from City of Tukwila. 3. Addenda. 4. Change orders and other modifications to the contract 5. Accepted shop drawings and other submittals. 01720-1 r 6. Field test records. PART 2 — PRODUCTS A. Provide files and racks for storage of documents B. File documents in accordance with project manual table of contents. C. Maintain documents in orderly, clean and legible conditions. documents for construction purposes .Do not use record D. Make documents available at all times for inspection by .Architect. E. In the event of loss of recorded data, the Contractor shall use all means necessary to again secure the data to the Architect's approval. 2. 1 MARKING DEVICES Provide felt tip marking pens for recording information in color code. Indicate color code legend on first sheet. 2.2 RECORDING A. Label each document "project record" in neat, large, printed letters. B. Label information concurrently with construction progress. Do not conceal any work until required information is recorded. C. General Contractor is responsible for the following drawings: 1. General: Each subcontractor is responsible for making record notations for his /her own work and forward not less than weekly to the general Contractor. The general Contractor will transfer each subcontractor's notations as well as record notations of the general Work to a single set of as -built record drawings. 2. Legibly mark matte drawings with ink or plastic lead to record actual construction. Indicate the following. a. Accurate measurements and locations of underground services and utilities, referenced to the building of other permanent construction b. Note changes of directions and locations, by dimension and elevations, as utilities are actually installed. Show mechanical dampers, valves, reheat boxes, deanouts, and other items that require maintenance. c. Note deviations from the contract documents, together with reference to reason for change e.g., construction meeting minutes, telephone call report, field order, etc. d. Record accurate locations of piping, valves, traps, dampers, duct work, equipment, and the like. e. Show details and locations not on original contract drawings. f. Indicate field changes of dimensions and details. g. Show changes made by field order or by change order. 01720 - 2 3. Pay costs of maintaining record documents. D Specifications and addenda: Legibly mark each section to record: 1. Manufacturer, trade name, catalog number, and supplier of each equipment item actually installed; and 2. Changes made by field order or by change order. E. Shop drawings: Maintain one complete set as record documents; legibly annotate to record changes made after review. 2.3 REPRODUCTIONS Provide one set black line prints made architectural, structural, mechanical, and electrical work, as applicable. Pay all printing costs. Not used PART 3 — EXECUTION END OF SECTION 01720 - 3 M r DIVISION 1- GENERAL CONDITIONS CITY OF TUKWILA SECTION 01730 FIRE STATION #52 OPERATION MAINTENANCE MANUAL ALTERATIONS pARTI- GENERAL 1.1 GENERAL The intent of the manual is to make certain that it contains all the necessary information for the Tukwila Public Works Department to operate and maintain its facilities, order parts, replace material or by equipment, order spare parts, and troubleshoot. 1.2 MANUAL FORM am The Contractor shall assemble an Operation Maintenance Manual for this project based on the following. criteria: A. Organization the Manual shall be organized in accordance with the 16 Division CSI (The Construction Specifications Institute) format Divisions shall be flagged with divider tabs. so B. Size 8-1/2" x 11" C. Paper 20 pound minimum, white for typed pages a. 9A 7 6 0 im IN v D. Test Manufacturer's printed data, or nearly typewritten information E. Drawings Accordion fold oversize drawings to 8-1 /2" x 11" size for binding F. Provide fly-leaf for each separate product and major component parts of equipment followed by typed description. Provide indexed tabs G. Binders Commercial quality three ring binders with hard durable and cleanable plastic cover; maxi9mum ring size 3 minimum ring size 1" H. Tabs shall be plastic coated I. Cover Identify front cover and each volume in case of multiple volumes, with typed tide: "Operating Maintenance Instructions J. Project on the front cover, include Project name and address, names of Owner, Architect, Engineers, Contractor, mechanical and electrical subcontractors, and completion date of project K Title Page The inside tide page shall include tide of project and name, addresses and phone numbers of the Architect and all consultants, general contractor and all major sub contractors L Index Provide index of contents of volume M. Division 2 through 14 include maintenance instructions and schedule for all equipment 01730 1 r a specified in these divisions; provide product data with finishes and colors of all materials specified; include all warranties for material or equipment N. Division 15 & 16 — Include all operating and maintenance data on mechanical and electrical equipment incorporated into the project BART 2 PRODUCTS (Not applicable) PART 3 EXECUTION (Not applicable) END OF SECTION 01730 2 bb No DIVISION 2 SITEWOR% CITY OF TUKWILA SECTION 02060 FIRE STATION #52 DEMOLITION ALTERATIONS rY ]BART 1- GENERAL so 1.1 SCOPE The scope of work described by this Section includes all labor and materials required for the r demolition and removal of the existing building elements required to be removed to construct the new restroom as shown on the Drawings. Existing building elements scheduled to be removed to allow construction of restroom include: to Section of concrete floor slab to install new plumbing piping and connection to existing sewer line Section of concrete floor slab to recess new shower stall "w Section of lay-in ceiling tile and grid Removal of wood wall paneling Removal of existing window h Existing electrical wiring, devices and fixtures not scheduled to remain 1.2 EXISTING OPERATIONS L The existing Fire Station Facility will remain in operation during construction, and demolition work will be scheduled to minimiz disruption of that facility. r► 1.3 REMOVAL All material shall be removed from site by the Contractor. r 1.4 TRAFFIC Conduct demolition operations and removal of debris to ensure minimum interference with site, roads, streets, walks, and other occupied or used facilities. w 1.5 PROTECTION Ensure safe passage of persons around area of demolition. Conduct operations to prevent injury to 1r adjacent structures and utilities. Promptly repair damages caused to adjacent facilities by demolition operations at no cost to the Owner. Maintain existing utilities indicated to remain, keep in service, and protect against damage during demolition operations. PART 2 PRO DUCTS 40 N/A PART 3 R XEf:UT[ N ON 3.1 POLLUTION CONTROL Use water sprinklering, temporary enclosures and other suitable methods to limit dust and dirt rising and scattering in air to lowest practical level. Comply with governing regulations pertaining to bw environmental protection. 02060-1 s. Clean adjacent structures and improvements of dust, dirt, and debris caused by demolition operations, as directed by Architect or governing authorities. Return adjacent areas to conditions existing prior to start of work 3.2 DISPOSAL Remove from site debris, rubbish and other materials resulting from demolition operations and discard at an approved dump site. Burning of removed materials from demolished structures will not be permitted on site. END OF SECTION 02060 - 2 DIVISION 3 - CONCRETE CITY OF TUKWILA CAST -IN -PLACE CONCRETE FIRE STATION #52 SECTION 03000 ALTERATIONS PART 1- GENERAL 1.1 SCOPE OF WORK The scope of work includes all labor and material required for the complete installation of the concrete floor slab where the existing concrete floor is removed to install the new plumbing lines as shown on the Drawings... 1.2 CODES AND STANDARDS ACI 301 "Specifications for Structural Concrete Buildings "; ACI 318, "Building Code Requirements for Reinforced Concrete "; comply with applicable provisions except as otherwise indicated. PART 2- PRODUCTS 2.1 CONCRETE MATERIALS A. Portland Cement: ASTM C 150, Type as required. Design mix shall be as follows: B. Concrete mix - contain 5 -1/2 sack/ yd concrete, with 28 day min compressive strength of 3000 psi C. Aggregates: pea aggregate to match section of concrete removed. D. Water. Clean, drinkable. RT 3 - EXECUTfION CONCRETE PLACEMENT A.. Clean sides of existing concrete slab that will serve as a form for the placement of the concrete patch. B. Deposit concrete continuously for full thickness. FINISH Provide smooth steel troweled surface flush with surface of existing concrete. PROTECTION A. Protect concrete surfaces from damage by other trades. END OF SECTION 03000 -1 M DIVISION 6 WOOD PLASTICS CITY OF TUKWILA SECTION 06100 FIRE STATION #52 ROUGH CARPENTRY ALTERATIONS PART -GE NERAL I 1.1 SCOPE The scope of work described by this section includes all wood framing, sheathing, and related work as shown on the Drawings 1.2 CONSERVATION To conserve old growth lumber, the City has adopted the following policies that shall apply to this y► project: A. No new cut old growth lumber shall be used in any form; only second growth lumber is Or acceptable. B. Use of reclaimed old growth is acceptable. ha 1.3 SUBMITTALS A. Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. B. Product Data for the following 1. Metal framing anchors 2. Wood Treatment Data for each type of preservative treated wood product 3. Certification from dimensional lumber supplier that materials are in compliance with requirements. 1.4 LAYOUT Contractor shall layout start points and spacing pattern for studs at exterior framed walls so that exterior wall studs are aligned with vertical joints at exterior wall siding panels. 1.5 RELATED WORK See Section 06200 Finish Carpentry %0 PART 2 PRO DUCTS 2.1 LUMBER M A. Provide lumber, S4S, S -Dry unless otherwise indicated, grade marked, complying with PS 20 and the following requirements: IN B. Light- Framing (2 "-4" thick, 2 -12" wide): Grade and species indicated: Douglas Fir 2. C. Studs (2 "-4" thick, 2 -10" wide. "Construction Grade Light Framing grade, ow Douglas Fir graded under W WPA, WCLIB, SPIB or NLGA rules. 06100 -1 on as D. Concealed Boards: Standard grade, any species graded under WWPA rules or No. 3 grade Southern Pine graded under SPIB rules. E. Lumber for Miscellaneous Uses: Unless otherwise indicated, provide Standard grade lumber for support of other work including bucks, nailer, blocking, furring, grounds, stripping and similar members. F. Fasteners and Anchorages: Of size, type, material and finish suited to application shown and complying with applicable standards including FS FF -N -105 and FF -W -92 and ANSI BI8.6.1. Provide metal hangers and framing anchors of size and type recommended for intended use by manufacturer. Hot -dip galvanize fasteners and anchorages for work exposed to weather, in ground contact and high relative humidity to comply with ASTM A 153. G. Preservative pressure treat lumber and plywood with water -borne preservatives to comply with AWPB Quality Standard LP -2 (minimum retention of 0.25 lbs. per cubic ft.) for above ground use and AWPB Quality Standard LP22 (minimum retention of 0.40 lbs. per cubic ft. for ground contact use with ACZA wood preservative. Wood for ground contact use shall be incised, and for above ground use is shall be non - incised. PART 3 - EXECUTION 1. Treat sills, blocking and furring, and similar items in direct contact with masonry, concrete or ground. 2. Treat all framing and blocking above roof decking 3. Treat wood elsewhere where shown on Drawings. 2.2 PLYWOOD Provide APA graded panels complying with PS 1 /ANSI ABBE -1 for type of applications indicated - 1/2" CDX for wall sheathing where existing window is removed. 3.1 INSTALLATION A. Install rough carpentry work to comply with "Manual of House Framing" by National Forest Products Assoc. (N.F.P A.) and with recommendations of American Plywood Association (AA), unless otherwise indicated. Set carpentry work to required levels and lines, with members plumb and true and cut to fit 3.2 ATTACHMENT Securely attach carpentry work to substrates and supporting members using fasteners of size that wil not penetrate members where opposite side will be exposed to view or receive finish materials. Install fasteners without splitting wood; fasten panel products to allow for expansion at joints unless otherwise indicated. 3.3 FRAMING Provide wood framing members of size and spacing indicated; do not splice structural members between supports. Firestop, as required by Code, all concealed spaces with wood blocking not less than 2" thick, if not blocked by other framing members. 06100 -: 3.5 BLOCKING A. Install 2x blocking at mid height of all walls over 8 feet high. Blocking shall match width of wall studs. B. Install 2x6 miscellaneous blocking and framing as shown or as required for support of, grab bars, fixtures, equipment, specialty items and trim. END OF SECTION 06100 -3 2.5 CONSTRUCTION ADHESIVE "Liquid Nails" for exterior use or approved equal. 2.6 SEALANT For sealant at joints in plastic laminate, see Section 07900 Sealants PART 3 - EXECUTION 3.1 INSTALLATION Install finish carpentry work plumb, level, true and straight with no distortions.. Shim as required using concealed shims. Scribe and cut finish carpentry items to fit adjoining work. Anchor finish carpentry work securely to supporting substrates, using concealed fasteners and blind nailing where possible. Use fine finishing nails for exposed nailing except as indicated, countersunk and fill flush with finished surface with commercial grade wood filler tinted to match wood stain. 3.2 BLOCKING Secure blocking to wall studs behind trim (whether or not shown on Drawings) as required to provide suitable backing for attachment of trim. 3.3 STANDING AND RUNNING TRIM Install with minimum number of joints possible, using full length pieces from maximum length of lumber available. Cope at returns, miter at corners to produce tight fitting joints. Use scarf joints for end -to-end joints. Do not install running trim with pieces in the running trim less than 2ft in length. 3.4 JOINT FILLERS All exposed painted joints between wood trim members or between wood trim members and a dissimilar material shall be filled prior to painting with a paintable silicone sealant, with joint wiped smooth. Coordinate installation of caulking of joints with painting of wood members 3.5 PLASTIC LAMINATE Install plastic with full bed contact cement to gyp bd wall at wainscot as recommended by manufacturer. Install plastic laminate over cement board above shower stall by securing laminate with construction adhesive as recommended by the manufacturer. Prior to installation, caulk all joints in cement board surface. Caulk all corners and joints at plastic laminate and where plastic laminate abuts another material. 3.6 FINISHING All joints, corners and filled nail holes shall be sanded smooth after installation and finished to match adjacent surface. All lumber identification stamps or marks, on framing scheduled to receive a transparent finish, shall be removed. END OF SECTION 06200 -: No DIVISION 7- THERMAL MOISTURE CITY OF TUKWILA SECTION 07200 FIRE STATION #52 INSULATION ALTERATIONS 1W FART 1- GE NERAL to 1.1 SCOPE OF WORK The scope of work described by this Section includes all the material and labor required to we install the sound insulation at wall and thermal insulation at ceiling as shown on the Drawings. 1.2 THERMAL Provide thicknesses of insulation as indicated or, where not indicated, provide combination of k -value and thickness as required to yield the "R" value indicated. W W 1.3 FIRE AND INSURANCE RATINGS Provide insulation complying with governing regulations for applications indicated. Provide flame spread rating of 25 or less at all exposed insulation. L 1.4 SUBMITTALS 9M Submit Manufacturer's literature on insulation material and installation. PART 2- PRODUCTS 2.1 FIBER GLASS BLANKET INSULATION AT CEILLING A. Install fiberglass foil faced batt insulation above gyp bd at new ceiling Owens Corning or approve equal in thickness and R value of 30. 2.2 SOUND INSULATION bw Install fiberglass paper -faced batt insulation at all new stud partitions. Insulation thickness to be full depth of wall. 2.3 MANUFACTURERS Approved fiberglass manufacturers: 1. CertainTeed Corp 2. Manville Building Insulation Div. 3. Cravens /Corning Fiberglas Corp. u AN tr All insulation shall contain no formaldehyde. FAU 3 F.XF.CT 1TTON 3.1 FITTING A. Fit batts between framing with tight friction fit and staple flange edges as recommended by manufacturer. 07200 -1 0 B. Seal joints caused by pipes, conduit, electrical boxes or similar items that penetrate the vapor barrier with vapor barrier tape. 3.2 VAPOR BARRIER TAPE Install vapor barrier tape over any tears in insulation facing in accordance with manufacturer's instructions. The tape shall be faced to match the blanket facing. END OF SECTION 07200 -2 I& rr DIVISION 7 THERMAL MOISTURE CITY OF TUKWILA SECTION 07900 FIRE STATION #52 SEALANTS ALTERATIONS ow PART 1 GRNF.RAT, 1.1 SCOPE The scope of work described by this Section includes all labor and material required for the complete installation of the general sealant application as shown on the Drawings. 1.2 RELATED WORK Sealants are to be installed by sub contractors as part of their installation of the Following. Section 06200 Finish Carpentry Section 08100 Steel Doors Frames Section 09900 Painting Division 15 Mechanical 1.3 COLORS Manufacturer's standard highest- performance color, except "black" where exposed to view. Color of sealant will be selected by Architect from manufacturer's standard colors. 1.4 COMPATIBILITY Provide materials selected for compatibility with each other and with substrates in each joint system 1.5 SUBMITTALS Submit manufacturer's product data and color selections for each sealant type 1.6 QUALITY ASSURANCE ow A. Engage an Installer who has experience in the application of sealants on past projects that were similar in design and extent to the work of this Project. B. Provide elastomeric joint sealants that have been produced and installed to establish and maintain watertight and airtight continuous seals without causing staining or deterioration of joint substrates. PART 2- P RODI T(M. 2.1 SEALANTS FOR GENERAL EXTERIOR USE Single- Component Polysulfide Sealant: ASTM C 920 Type S Class 25, or FS Tr-S- 00230C Class A, or single- component polyurethane sealant: ASTM C920 Type M, Grade NS, Class 25. TT -S- 00227E. an A. Approved products "Synthacalk GC -9 as manufactured by Pecoral Corporation "Dymeric 511" as manufactured by Tremco Construction Products am "Thiokol I -P" as manufactured by Morton Industrial Coatings 07900 -1 to Mf 2.2 SEALANT FOR HORIZONTAL JOINTS , Non -sag, self leveling one part polyurethane or polysulfide sealant ASTM 920 C, D -1850, TT -S- 227E A. Approved products - "NR- 201 UREXPAN" as manufactured by Pecoral Corporation "Tremflex S /L" as manufactured by Tremco Construction Products "Thiokol T- 2407" as manufactured by Morton Industrial Coatings 2.3 SEALANTS FOR GENERAL INTERIOR USE One Part Acrylic Polymer Sealant ASTM C 920 TT -S -230, 19 -GP -5 A. Approved products - "60 + Unicrylic'as manufactured by Pecora Corporation "Mono" as manufactured by Tremco Construction Products 2.4 JOINT FIT I :Pas Provide and install joint fillers as recommended by the manufacturer for the specific installation 2.5 PRIMERS Provide and install primers as recommended by the manufacturer for the specific substrate. PART 3 - EXECUTION 3.1 WEATHER CONDITIONS Do not proceed with installation of joint sealants when ambient and substrate temperature conditions are outside the limits permitted by sealant manufacturer, or when joint substrates are wet 3.2 CLEAN JOINT SURFACES Clean joint surfaces and prime or seal as recommended by sealant manufacturer. 3.3 SUPPORT Support sealants from back with construction as shown, or with joint filler or backer rod. 3.4 JOINT CONFIGURATION A. Install sealants to size and shape shown or, if not shown, with "hour - glass" section profile and as follows: B. pavement /sidewalk traffic joints -Depth equal to 75% of normal joint width, but not more than 5/8" and not less than 3/8 ". C. elastomeric sealants, non - traffic joints Depth equal to 50% of normal joint width, but not more than 1/2" and not less than 1/4 ". 3.5 TOOLING 07900 -: Sealant shall be applied to the joint and then "tooled in" to provide a smooth appearance. All excess sealant material shall be removed and the surfaces wiped clean. 3.6 PROTECTION Protect joint sealants during and after curing period from contact with contaminating substances or from damage resulting from construction operations. END OF SECTION 07900 -3 DIVISION 8 - DOORS & WINDOWS CITY OF TUKWILA SECTION 08100 FIRE STATION #52 STEEL DOORS FRAMES ALTERATIONS fART 1- GENERAL 1.1 SCOPE The scope of work described by this Section includes all labor and material required for the complete installation of the hollow metal door frames as shown on the Drawings. 1.2 STANDARDS Comply with Steel Door Institute "Recommended Specifications for Standard Steel Doors and Frames" (SDI -100), and as herein specified. 1.3 SUMITTALS With manufacturer's standard details and specifications for steel frames, submit shop drawings showing frame type, size and installation 1.4 RELATED WORK See Section 08210 Wood Doors PART 2 - PRODUCTS 2.1 MANUFACTURER One of the following or approved equal. Amweld Bldg. Products Div. Ceco Corp. Fenestra Steelcraft Mfg. Co. Republic 2.3 MATER7AT S A. Steel Frames: hot - rolled, pickled and oiled per ASTM A 569 and A568; cold -rolled per ASTM A 366 and A 568. B. Galvanized sheets, ASTM A 526 with ASTM A 525, G 60 zinc coating, mill phosphatized. 2.4 FRAMES Comply with SDI -100, of the types and styles indicated, for materials quality, 16 gauge cold rolled steel. 2.5 ANCHORS AND ACCESSORIES Manufacturer's standard units. Use galvanized items for units built complying with ASTM A153. Anchors to be designed for attachment to wood framing. 08100 -1 PART 3 - EXECUTION 3.1 PREPARATION Prepare steel frames to receive mortised and concealed finish hardware, including cutouts, reinforcing, drilling and tapping, complying with ANSI A 115" Specifications for Door and Frame Preparation for Hardware ". A. Reinforce units to receive surface - applied finish hardware to be field applied. B. Locate finish hardware as indicated or if not indicated, per DHI "Recommended Locations for Builder's Hardware ". 3.2 FABRICATION Fabricate units to be rigid, neat in appearance, and free from defects, warp or buckle. Weld exposed joints continuously, grind, dress, and make smooth, flush and invisible. 3.3 SHOP PAINT A. Shop paint exposed surfaces of frame units, using manufacturer's standard baked -on rust - inhibitive primer. 3.4 INSTALLATION Install hollow -metal units in accordance with manufacturer's instructions and final shop drawings. Fit doors to frames and floors with clearances specified in SDI -100. END OF SECTION 08100- DIVISION 8 -DOORS & WINDOWS CITY OF TUKWILA SECTION 08210 FIRE STATION #52 WOOD DOORS ALTERATIONS FART 1- GENERAL 1.1 STANDARDS Comply with requirements of ANSI /NWMA I.S. 1 and Section 1300 of AWI "Architectural Woodwork Quality Standards" except as otherwise indicated. 1.2 PRODUCT WARRANTY Product warranty on door manufacturer's standard form, signed by Manufacturer, Installer and Contractor, agreeing to repair or replace defective doors as defined by referenced standards. Warranty shall be in effect during following periods of time after date of physical completion. Solid Core, Flush Interior Doors: Five years PART2- PRODUCTS 2.1 MANUFACTURERS One of the following, or approved equal: Sedor Co. Weyerhauser Company. Simpson Door Company. Minton Company. Hillsdale Sash & Door Co. 2.2 GENERAL WOOD DOOR REQUIREMENTS A. Face Panels: Manufacturer's standard 2- or 3 -ply face panels, birch veneer plain sliced - to receive a paint finsih B. Exposed Surfaces- - Same exposed surface material on both faces of each door. C. Door Cores- Solid wood or particle board. 2.3 FRAMES Frames shall be hollow metal - See Section 08100. PART 3 - EXECUTION 3.1 SHOP FINISHING A. Shop -seal doors with one coat of wood sealer specified in Division -9 "Painting" Section 09900. B. Prefit and premachine wood doors at factory. Coordinate with builders hardware and door frame requirements. 08219 -1 C. Doors are to be field finished with transparent finish as specified in Section 09900. 3.2 JOB FIT DOORS Fit doors to frame with uniform clearances and bevels to dimensions indicated in reference( standards.Machine doors for hardware indicated. Seal cut surfaces after fitting and machining. 3.3 INSTALL DOORS Install doors to comply with manufacturer's instructions. 3.4 PROTECTION Protect doors after installation and finishing procedures are complete. END OF SECTION 08219 - B. Thermal units - 1" O.A. SIGMA Class "A" dual sealed, meeting State of Washington Class -60 Energy Code. U -Value for awning unit = .40 Glass type — 3/16" float — PPG or approved equal. 2.3 OPERATING TYPES 36" wide x 1'10" high awning. 2.4 HARDWARE Provide manufacturer's standard hardware of type (operational function) indicated, for required type and classification of window unit. 2.5 PERFORMANCE REQUIREMENTS Fabricate units to comply with requirements and performances as indicated. A. Design wind velocity at project is 80 mph. 08520 -1 B. Comply with "High Performance" requirements of ANSI A 302.9, Sec. 3. 2.6 FINISH Anodized clear finish 2.7 PRE - GLAZED CONSTRUCTION To greatest extent possible, glaze window units at shop prior to installation. Comply with requirements of "Glass and Glazing" section for type of glass and glazing materials. 2.8 SCREENS Provide clear anodized aluminum window screen frames with fiberglass mesh fabric . Screen to hay operable port for accessing hardware as required. FART 3 - EXECUTION 3.1 INSTALLATION A Anchor window units securely in place, with space between framing and window frames to prevent racking of units. B. Install sealant at the entire perimeter of unit as shown; comply with applicable requirements of "Joint Sealer" section 3.2 ADJUSTMENT Adjust and lubricate operating sash and hardware for proper operation Clean aluminum surfaces promptly after installation; do not damage protective coating, repair minor damage of finish. Clear glass promptly after installation. 3.3 CLEANING AND PROTECTION A. Clean metal and glass surfaces at exterior and interior after installation of windows is complete. B. Protect window frame and glass surfaces from damage by work of other trades until project completion. END OF SECTION 08520- DIVISION 8 - DOORS & WINDOWS CITY OF TUKWILA SECTION 08700 FIRE STATION #52 FINISH HARDWARE ALTERATIONS ART 1- GENERAL 1.1 SCOPE - The scope of this project includes all labor and material required for the installation of new door hardware as shown on the Drawings. 1.2 SUBMITTALS - Submit manufacturer's product and installation information along with complete hardware list. PART 2 - PRODUCTS 2.1 FASTENINGS - Provide suitable fasteners for heavy use conditions and long life, with finish to match hardware. Provide machine screws with tampins for installation in concrete. 2.2 MANUFACTURERS — The new door hardware shall match the manufacturer, series and quality of the existing interior door hardware at the Fire Station 2.3 CYLINDERS - Cylinders provided shall be removable, interchangeable type at all locksets — match existing cylinders 2.4 BUTTS - the width and height of butts shall be sized in accordance with manufacturer's recommendation for the door width and door trim profile. 2.5 HARDWARE SCHEDULE A. NEW RESTROOM DOOR 3'x6'- 8 "x1 -3/4" Wood with HM Frame 1 lockset — Match existing manufacturer with privacy restroom function with emergency key 1 -1/2 pr Butts - non ferrous, ball bearing — match existing manufacturer Sound strip - Pemko S88 at head & jambs 1 Threshold ea - Pemko 151A 1 Dr stop ea - Builder's Brass F -823X aluminum 626 1 Kickplate ea - Builder's Brass 12" 1226 — 626 B. NEW DOOR TO BUNK ROOM 3'x6'- 8 "x1 -3/4" Wood with HM Frame 1 lockset —Match existing manufacturer with passage function 1 -1/2 pr Butts - non ferrous, ball bearing — match existing manufacturer Sound strip - Pemko S88 at head & jambs 1 Threshold ea - Pemko 151A 1 Dr stop ea - Builder's Brass F -823X aluminum 626 1 Kickplate ea - Builder's Brass 12" 1226 — 626 08700 -1 PART 3 - EXECt I TION 3.1 INSTALLATION - Install hardware in accordance with manufacturer's instructions including all accessories required for a complete installation. Set thresholds in a full bed of mastic. 3.2 BLOCKING Be SUPPORT All hardware is to be installed on solid substrate, and blocking shall be installed to provide solid backing at all wall mounted hardware. 3.3 CLOSEOUT Adjust all hardware as required to provide proper operation of all components. END OF SECTION 08700- DIVISION 9 - FINISHES CITY OF TUKWILA SECTION 09250 FIRE STATION #52 GYPSUM DRYWALL ALTERATIONS PART 1 GENERAL 1.1 GYPSUM BOARD STANDARD ASTM C 840. 1.2 SCOPE OF WORK The scope of work described by this Section includes all labor and material required to install the gypsum drywall at walls and ceiling, and the installation of the cement board at the shower surround as shown on the Drawings. 1.3 SUBMITTALS Contractor shall submit information on manufacturer's products PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS .01 U.S. Gypsum .02 Domtar Gypsum Co. .03 Gold Bond Building Product Division, National Gypsum Co. .04 Celotex .05 Substitutions approved by the Architect 2.2 RECYCT.FD MATERIAL Gypsum board products may contain recycled fiber and gypsum 2.3 GYPSUM MATERIALS .01 Provide Type X at all locations. Provide moisture resistance "green board" at walls of restroom .02 Long FAges: Standard taper. - .03 Thickness: 5/8 ". 2.4 TRIM ACCESSORIES Provide manufacturer's standard metal trim accessories, of the beaded type with face flanges for concealment in joint compound. 2.5 CORNER BEADS Provide metal corner beads at external corners. 2.6 EDGE TRIM Provide edge trim of the shape indicated where edge of gypsum board would otherwise be exposed or semi- exposed; L- type for tight abutment at edges, otherwise U -type. 09250 -1 2.7 FASTENERS Screw fasteners as recommended by gypsum board manufacturer type 'S' bugle head, 1 ". 2.8 JOINT TAPE Perforated paper tape 2.9 JOINT COMPOUND ASTM C 475, of the types required for tape setting and tape topping. Provide ready -mixed vinyl -typt for interior work. 2.10 SEALANT USG acoustical sealant at joint between floor and panel 2.11 CEMENT BOARD 1" 'Wonder Board" — cement board PART 3 - EXECUTION 3.1 INSTALLATION Install gypsum boards in lengths and directions which will minimize number of end joints, and avoic end joints in central area of walls. Install walls and partitions with exposed gypsum boards horizontal, install boards with edges perpendicular to supports, with end joints staggered over supports, except where recommended in a different arrangement by manufacturer. 3.2 SCREWS Screw gypsum board to supports at 12" O.C. at all edge and intermediate supports. Install cement board at shower surround with cadmium plated screws. 3.3 DRYWALL FINISH Except as otherwise indicated, apply joint tape and joint compound at joints (both directions) between gypsum boards. Apply compound at accessory flanges, penetrations, fasteners heads and surface defects. Final drywall surface shall match existing.. 3.4 JOINT COMPOUND Install compound in 3 coats; sand after each of last 2 coats. 3.5 SPECIAL TRIM /JOINT REQUIREMENTS Apply metal cornerbead reinforcement to exterior angles. Backblock joints other than those at supports with wallboard and cement with joint treatment products prepared for the purpose by wallboard manufacturer. All exposed wallboard edges and wallboard edges meeting dissimilar materials shall have metal trim applied in accordance with manufacturer's direction. Where necessar to cut ends, edges, scribe or make cutouts within field of wallboard, it shall be done in a neat and approved manner. Provide sealant around all openings. 09250 - 3.6 SEALANT Install sealant around all penetrations through drywall including outlet boxes. Install sealant continuously at the base of all walls and at door frames. 3.7 CEEMNT BOARD Install the 1/2:" cement board panels at the shower surround as recommended by the manufacturer. 3.8 PREPARATION Coordinate work with other trades, including installation of electrical conduits and piping, that will require cutting or modifying studs or furring. END OF SECTION 09250 - 3 r DIVISION 9 FINISHES CITY OF TUKWILA go SECTION 09650 FIRE STATION #52 RESILIENT FLOORING ALTERATIONS 1W MM 1.1 SCOPE The scope of work described by this Section includes all labor and material required for the complete installation of cove base sheet vinyl flooring at the new restroom, and vinyl composition Iw the flooring where the existing flooring is demolished in the process of installing the new sanitary sewer line. %W 1.2 SUBMITTALS A Submittals Submit manufacturer's standard samples of resilient flooring and base material, along with manufacturer's installation instructions. 1V B. Submit certification from the manufacturer that products supplied for the flooring installation comply with local regulations controlling use of volatile organic compounds 16+ (VOC's). C. Maintenance data for resilient flooring to be included in the Operating and Maintenance lw Manual specified in Division 1. 1.3 DELIVERY, STORAGE HANDLING A. Deliver flooring and installation accessories to the Project site in original manufacturer's bw unopened cartons and containers, each bearing the name of the product and manufacturer's Project identification. ow B. Store flooring materials in dry spaces protected form the weather and ambient temperatures maintained between 50 deg F and 90 deg F. 1W C. Locate the flooring into the spaces where the material will be installed at least 48 hrs before installation. YW 1.4 PROJECT CONDITIONS A. Maintain a minimum temperature of 70 deg F in spaces to receive flooring for at least 48 hrs prior to installation, during installation, and for not less than 48 hrs. after 1 04 installation. After this period, maintain a temperature of not less than 55 deg. F. B. Keep traffic off flooring during installation. PART 2 F RnDTJC"U V 2.1 SHEET FLOORING AT RESTROOM Sheet vinyl flooring shall be "Foundations" vinyl sheet flooring with seam welding rods as manufactured by Congoleum or Architect approved equal. rb 09650-1 im W DIVISION 9 - FINISHES CITY OF TUKWILA SECTION 09700 FIRE STATION #52 SUSPENDED CEILING SYSTEM ALTERATIONS PART 1 GENERAL 1.1 SCOPE The scope of work described by this section indudes all material and labor required to modify the existing suspended ceiling grid and acoustical panels where the ceiling system is altered by the installation of new walls as shown on the Drawings. 1.2 SUBMITTALS Submit manufacturer's standard catalog information on products specified. 1.3 RECYCLED MATERIAL Lay -in ceiling panels that contain recycled material may be utilized. PART 2 PRODUCTS 2.1 SUSPENSION SYSTEM Metal tee -bar system — match existing framework in configuration and color. 2.2 LAY -IN PANELS Acoustical fiber lay -in panels — match existing panels in configuration and color. PART 3 EXECUTION 3.1 INSTALLATION Remove existing tee bar framework and perimeter wall angle as required to install the new interior partitions. Install new tee bar from existing grid to new partition and secure to new perimeter angle. Cut new acoustical lay -in tiles to fill in between existing lay -in ceiling panels and new partition. 3.2 RETENTION CLIPS Install retention clips as directed by manufacturer and as required to hold panels in place. END OF SECTION 09700 -1 DIVISION 9 - FINISHES CITY OF TUKWILA SECTION 09900 FIRE STATION #52 PAINTING ALTERATIONS p ART 1- GENERAL 1.1 SCOPE The scope of work described by this section includes all material and labor required for the surface preparation and the interior and exterior painting as scheduled herein and as shown on the Drawings. 1.2 SUBMITTALS In addition to manufacturer's data, application instructions and label analysis for each coating material, submit samples for Architect's review of color and texture only. 1.3 SAMPLE On 8 -1 /2'x11" hardboard, provide 2 samples of each color and material, with texture to simulate finish conditions. 1.4 DESCRIPTION OF WORK A. Painting and finishing of interior and exterior items and surfaces, unless otherwise indicated. B. Includes field painting of exposed pipes and ducts, and hangers, exposed steel and iron work, and primed metal surfaces of equipment installed under mechanical and electrical work. C. Paint exposed surfaces, except as otherwise indicated, whether or not colors are designated. If not designated, colors will be selected by Architect from standard colors available for the coatings required. 1.5. RELATED WORK Section 07900 Sealants, Section 09250 Gypsum Drywall, 1.6. RECYCLED MATERIAL The interior paint may contain recycled product. 1.7 STANDARDS All painting work shall conform to the latest edidon of the "Architectural Specifications Manual - Painting, Re- painting, Wall covering, Gypsum Wallboard Finishing" - as published by Specification Services, Inc. of Kent, Washington, Ph: 1- 800 -562 -5423 1.8 RECORD IF PAINT MATERIALS The Contractor shall, on completion of the work, deliver to the Park's Department, in the form prescribed in Section 01730 under "Operation and Maintenance Manual" following information: A. Paint manufacturer's name (Brand name) B Color schedule showing location, substrates, colors, sheens. 09900 - C. Color names and color numbers D. Local sources (address and phone no.) for each paint material used. E. Manufacturer's instructions for application, maintenance, etc. F. Manufacturer's instructions for touch -up and repair of finished surfaces. G. Color formula 1.9 QUALITY ASSURANCE A. Employ only qualified journeymen. Apprentices may be employed working under qualified journeymen's directions in accordance with trade regulations. PART 2 - PRODUCTS 2.1 PAINT MATERIALS The following manufacturer's products are acceptable to the Owner. A. Benjamin Moore B. Preservative Paints C. Sherwin Williams 2.2 MIXING On -site mixing or tinting is not allowed. 2.3 EXTERIOR PAINT SCHEDULE A. New Wood Trim — two coats oil base stain to match existing D. New Plywood Siding - one coat Alkyd primer, two coats acrylic latex enamel Total DFT — mils. 2.4 INTERIOR PAINT SCHEDULE A. Wood trim - 1 coat acrylic primer, two coats of acrylic enamel, semi gloss finish. Total DFT - B. Shop primed metals- Two coats acrylic enamel, semi gloss. Total DFT 4 mils C. Wood Doors — coat sanding sealer, 1 coat acrylic primer, two coats of acrylic enamel, semi gloss finish. Total DFT — 5 mils D. Gypsum Board - one coat prim sealer, two coats acrylic latex, eggshell finish. Total DFT • 4 mils. E. Exposed electrical or mechanical items - one coat alkyd primer, two coats of paint system used for adjacent painted surfaces, to cover. PART 3 - EXECUTION 3.1 DELIVERY AND STORAGE 09900 - : Deliver materials to job site in new, original, and unopened containers bearing manufacturers name, trade name, and label analysis. Store where indicated in accordance with manufacturer's instructions. 3.2 PROTECTION Protect work of other trades. Correct any painting related damages by cleaning, repairing or replacing, and refinishing, as directed by Architect. 3.3 MOISTURE CONDITIONS Substrate moisture content - test for moisture content by use of an approved electronic moisture meter, to assure that substrate moisture content does not exceed 17% for plaster, concrete masonry, drywall, and plywood siding, and 19% for wood trim. 3.4 COORDINATION Provide finish coats which are compatible with prime paints used. Provide barrier coats over incompatible primers where required. Notify Architect in writing of anticipated problems using specified coatings with substrates primed by others. 3.5 JOB CONDITIONS Do no exterior work during damp, rainy, or frosty weather or when temperature is below 50 degrees, or until surfaces have thoroughly dried from the effects of such weather. Protect work from wind blown dust and debris Maintain interior temperatures at 60 degrees during application and until paint is dry. Keep rooms ventilated and floors free from dirt and debris before painting has started. Protect all items that are installed before painting operations are complete. Protect all surfaces not scheduled to be painted. In the event that surfaces that are not scheduled to be painted are splashed with paint or otherwise disfigured, and if the paint cannot be removed, the Contractor shall be responsible to remove and replace that material. 3.6 SURFACE PREPARATION Perform preparation and cleaning procedures in strict accordance with coating manufacturer's instructions for each substrate condition. 3.7 REMOVE HARDWARE Remove hardware and accessories, machined surfaces, plates, lighting fixtures and similar items in place and not to be finish painted or provide surface applied protection. Reinstall removed items and remove protective coverings at completion of work. 3.8 SEAL WOOD Seal wood required to be job - finished. 3.9 MATERIAL PREPARATION Mix, prepare, and store painting and finishing materialq in accordance with manufacturer's directions. 3.10 APPLICATION A. Apply painting and finishing materials in accordance with manufacturer's directions. Use applicators, and techniques best suited for materialq and surfaces to which applied. Where more than one coat of paint is required, the .Architect shall inspect the application before application of succeeding coat 09900 - 3 B. Apply additional coats when undercoats, stains or other conditions show through final pains coat, until paint film is of uniform finish, color and appearance. C. Finish exterior doors on tops, bottoms and edges same as interior faces, unless otherwise indicated. D. Sand lightly between succeeding enamel or urethane coats. E. Apply prime coat to material which is required to be painted or finished, and which has not been prime coated by others. F. Apply sealant or filler at all joints at wood trim and at all joints between trim and dissimilar materials. Sealant to be smoothly and completely tooled into the joint prior to painting. G. Completed Work: Match approved samples for color, texture and coverage. Remove, refinish or repaint work not in compliance with specified requirements. H. Paint interior surfaces of ductwork exposed to view flat black. 3.11 LEFT OVER MATERIAL After completion of painting work, painting contractor shall remove and dispose of from site all thinners, reducers, additives, paint supplies and any debris resulting from painting work. 3.12 PROTECTION OF COMPLETED WORK Erect barriers as required and post warning signs. Prohibit dust generation activities when paint applications are applied or are curing. 3.13 COLOR SCHEDULING for bidding purposes, the following different number of paint colors will be selected: A. Exterior metal - one color "A" Hollow metal doors and frames - one color `B" Cement board siding - one color "C" B. Interior Gypsum wallboard - one color "D" Door casing and trim - one color `B" Interior metals - one color "A" 3.14 TOUCH -UP After completion of painting and finishing in any one room or area, repair surfaces damaged by • other trades and requiring touch -up or re- finishing. Perform this work at the expense of the trade causing the damage. 3.15 CLEANING A. As the work proceeds, and on its completion, promptly remove all spilled splashed or splattered paint. Remove in such manner as not to damage surfaces. Thoroughly clean pain and splatters from glass, mirrors and other such surfaces. Do not scratch surfaces. 09900 - B. Concrete floors that are scheduled to be exposed shall be free from all paint spills or drips. C. During progress of work, keep premises free from any unnecessary accumulation of tools, equipment, surplus materials and debris. At work's conclusion, leave premises clean. END OF SECTION 09900 - 5 40 DIVISION 10 SPECIALTIES CITY OF TUKWII.A SECTION 10200 FIRE STATION #52 LOUVERS VENTS ALTERATIONS r PART C.EWFRAL y 1.1 SCOPE The scope of work described by this Section includes all labor and material required for the complete installation of the restroorn air exhaust louver at exterior wall of the buildings as shown on w the Drawings 1.2 SUBMITTALS W A. Submit manufacturer's product information data along with installation procedures 1.3 RELATED WORK w The following Sections contain requirements that relate to this Section: Division 7, for joint sealers installed at perimeter of louver frames to the louvers. ho 1.4 QUALITY ASSURANCE A. Obtain louvers from one source and by a single manufacturer. B. Comply with SMACNA "Architectural Sheet Metal Manual" recommendations for fabrication, construction details, and installation procedures. Y. 1.5 PROJECT CONDITIONS Check actual louver openings be accurate field measurement before fabrication. W PART2- R R0DTJC U 2.1 LOUVERS !M Provide louvers fabricated from the following manufacturers or approved equal: A. Construction Specialties B. Airolite Co. Wr C. American Warming and Ventilating Co. D. Industrial Louvers 2.2 MATERIALS A. Aluminum extrusions ASTM B (ASTM B 221M), Alloy 6060 -T5 or T -52. B. Aluminum sheets ASTM B 209 (ASTMB 209M), Alloy 3003 or 5005. C. Fasteners Of same basic metal and alloy as fastened metal of 300 series stainless steel. D. Bituminous Paint Cold- applied asphalt mastic complying with SSPC -Paint 12, except containing no asbestos fibers. E. Screens Provide aluminum bud screen, 1/2 inch mesh with 0.063 -inch diameter aluminum wire at inside face of louvers as recommended by manufacturer. 2.3 FINISHES r* A. Provide manufacturer's clear finished anodized aluminum finish. 10200 -1 W B. Provide manufacturer's clear anodized aluminum finish. PART 3 - EXECUTION 3.1 INSTALLATION A. Set louver level and plumb, and aligned with adjacent work. B. Use concealed anchorages where possible, and provide perimeter reveals and openings of uniform width for sealant application. C. Install concealed gaskets, flashing and joint fillers as required to make louver joints weather -tight. 3.2 CLEANING AND PROTECTION A. Clean and touch up minor abrasions in finishes with air -dried coating that matches color an gloss of factory applied finishes. B. Protect louvers from damage during construction period including use of temporary protective coverings where needed and approved by louver manufacturer. END OF SECTION 10200- DIVISION 10 - SPECIALTIES CITY OF TUKWILA SECTION 10800 FIRE STATION # 52 TOILET ACCESSORIES ALTERATIONS PART1- GENERAL 1.1 SCOPE OF WORK The scope of work described by this Section includes all labor and material required for the complete installation of the toilet accessories located at the New Restrooms as shown on the Drawings. 1.2 SUBMITTALS Submit manufacturer's standard product information including installation procedures, along with list of all items identifying product model and quantity. 1.3 RELATED WORK See Section 6100 Rough Carpentry for blocking PART 2- PRODUCTS 2.1 APPROVED MANUFACTURERS Bobrick Washroom Equipment, Accessory Specialties, Charles Parker, Watrous, Inc. Model numbers refer to Bobrick accessories unless noted otherwise. 2.2 ACCESSORIES REQUIRED See Drawings for location of all toilet accessories. including. Soap Dispenser - Bobrick # B2112 Qty -1 Mirror - Bobrick #B292 Qty -1 Toilet Paper Dispenser - Bobrick #B2892 double 10" roll surface mount, Qty —1 San. Napkin Disposal - Bobrick #B -4353 surface mount at wall, Qty —1 Horiz. Grab Bar - Bobrick #B5806.99x36 & #B5806.99x42 with #2562 concealed anchor plate at each bar , Qty —1 Vert. Grab Bar Bobrick #B5806.99x18, Qty - 1 Seat Cover Disp Bobrick #B - 301 surface mount at wall — Qty - Paper Towel Disp. - Bobrick #B -262 wall mount Qty —1 Wall Shelf /hook Bobrick #B968, Qty -1 locate on wall opposite lay. PART 3 - FXF.CiTTION 3.1 PREPARATION Verify that all blocking is in place and secure before beginning installation. Set items true and plumb in alignment with adjacent surfaces. Install steel anchor plates for installation of grab bars and soap dispensing valves. Install wood blocking at accessories to be recessed and surface mounted 3.2 INSTALLATION Install in accordance with manufacturer's written instructions. Insure that all required blocking and rough - in openings for accessories are in place prior to installation. Coordinate location of blocking 10800 -1 and required recess openings with rough carpentry trades. 3.3 CLOSEOUT Leave protective covers on accessories until final walk-through is to be conducted. Provide keys to all accessories to Owner's Representative prior to final walk- through. END OF SECTION 10800- DIVISION 10 SPECIALTIES CITY OF TUKWILA rr SECTION 10824 FIRE STATION *52 SHOWER ENCLOSURE ALTERATIONS r FART 1 GENERAL 1.1 SCOPE No The scope of work described by this Section includes all labor and materials required for the complete installation of the shower enclosure as shown on the Drawings 1 1.2 RELATED WORK See Section 01600 Rough Carpentry for required blocking and Division 15 for associated plumbing rough -in.. No PART 2 P_t0n1JC ►r 2.1 SHOWER ENCLOSURE Model #5- 3842 -H Barrier Free Shower unit as manufactured by American Reinforced Plastics, Tacoma, Washington, ph: 253 -922 -5808 or approved equal. Unit will be complete with fold -down VW bench, and grab bar. Rough -in dimensions 38 -1/4" wide x 41 -1/2" deep x 80-1/2" high 2.2 FITTINGS A. Shower Drain Kohler K -9132 B. Cabriole Rite -Temp faucet Kohler K- TI4642/K -304 -K and master shower components K- 9500/K -9513 Provide handheld spray. V 2.3 SHOWER CURTAIN Shower Rod Bobrick #B -6047, Qty 1 Shower Curtain Bobrick #B -240 -2 Qty 1 Curtain Hooks Bobrick #B -2041 Qty as required for the shower curtain specified. i6i 2.4 SEALANT General Electric silicone, white PART 3 EX F:CI ITTON 3.1 INSTALLATION Install shower enclosure in accordance with manufacturer's instructions. Coordinate to installation of appliances with the installation of finishes, wall finishes and and plumbing. ft+ END OF SECTION 10 10824 -1 W to to DIVISION 15 MECHANICAL CITY OF TUKWILA SECTION 15100 FIRE STATION #52 No PLUMBING ALTERATIONS r PART 1 GF.N FJjAL 1.1 SCOPE The scope of work described in this Section includes all labor and material required for the complete installation of domestic water piping, waste and vent piping to all new plumbing fixtures at the new restroom as shown on the Drawings and shall include: a. Installation of water tin waste piping and vent piping to all p lumbing fixtures PP g PP g PP g P g b. Installation of hot water piping from existing water heater or existing hot water line to new lavatory and shower. bw C. Installation of cold water piping from existing water line to new lavatory, shower, water closet, and trap primer d. Installation of plumbing fixtures 1 W C. Installation of floor drain with trap primer. 1.2 DESIGN -BUILD �r Following the plumbing criteria drawings, the Contractor shall provide a shop drawings required for the installation of plumbing piping including domestic water supply piping, waste piping, vent piping, valves and connection to existing sewer waste line as requ by governing plumbing codes. im 1.3 WORKMANSHIP Comply with all provisions of the IAPMO Uniform Plumbing Code, latest addition. 1.4 RELATED WORK See Section 15060 Piping Yr See Section 15250 Pipe Insulation 1.5 SUBMITTALS Submit manufacturer's installation instructions and product catalog for all plumbing fixtures, plumbing accessories and valves PART 2 MA TERIALS tr 2.1 PIPE Soil, waste, and vents underground: ASTM F6281 ABS plastic. Soil, waste, and vents above ground: ASTM F6281 ABS. Yr 2.2 WATER Type U hard copper with wrought copper fittings and 95 -5 solder. No abs or pvc piping will be allowed for domestic water service. 2.3 VALVES select valve construction, materials, and pressure ratings to suit the plumbing system. Use gate valves for domestic water systems. Install shutoff valves on cold and hot water supply lines to to all fixtures. 15100-1 is 2.4 CLEANOUTS - Install cleanouts where required to provide complete access to the piping system. 2.5 FIXTURES AND TRIM - Provide all plumbing fixtures complete with trim; trim is defined as those metal parts used with, or fastened to the fixture. Use chromium- over - nickel or brass for all trim in exposed areas. Provide "P" trap for all fixtures without integral traps and metal to metal stops on all fixtures. Install insulated jackets at trap and hot water supply to bathroom vanity in compliance with ADA code requirements. 2.6 FIXTURE SCHEDULE PART 3 EXECUTION Lavatory — Kohler Chesapeake #K1722 wall mount, white —. (qty -1) Faucet —Kohler Cabriole #K- 14616 -4- chrome. (qty -1) Toilet — Kohler Gabrielle #3322-47—RA - White (qty 1) Shower — See Section 10824 for plumbing fixtures for pre- fabricated shower unit Floor Drains — Chrome finished round face with collar for installation in concrete floor — Zum or approved equaL 2.7 VALVES Valves shall be type and size recommended by manufacturer for fluid being controlled. Shut off valve shall be installed at pipe connection to each fixture or station. 2.8 TRAP PRIMER Install trap primers and water piping from primers to floor drain 3.1 LAYOUT Prior to installation, the contractor shall review layout and routing of all supply, waste and vent line: with Architect 3.2 INSTALLATION a. Water Lines — locate existing hot and cold water lines to be extended to serve the pluming fixtures at the new restroom. Extension of hot water line shall be from existing 3/4" line or from the existing water heater. Tap into existing water lines and run new piping at ceiling and new walls as required to connect to the new fixtures. b. Waste Line — Prior to installation, the Contractor shall verify location of existing waste line located in hallway as shown on the Drawings. Saw cut existing concrete slab and remove existing concrete and subgrade as required to install the new waste lines. Bed lines on approved compacted soil material with bedding soil sloped to drain. Install new waste lines and connect to fixture in accordance with governing plumbing codes. c. Vent lines — install new vent lines from new fixtures as required and extend through the existing roof with approved waterproof vent cap installation. 3.3 TESTING - Furnish all test pumps, gauges, equipment and personnel to test as necessary to 15100 - demonstrate the integrity of the system. Soil and Waste: Plug all openings and fill with water to a height equal to the lowest vent. Allow to stand for 1 hour Repair as required and retest. Water Line. Test and make tight a full main water pressure; retain for 6 hours. Repair all leaking joints if required and retest 3.4 STERILIZATION OF PIPES CHLORINATION: After preliminary purging of system, chlorinate the entire potable water system in accordance with current procedures of the American Water Works Association for flushing and disinfecting water mains, and in accordance with all other pertinent rules and regulations. Upon completion of sterilization, thoroughly flush the entire potable water system. Deliver a "Certificate of Completion of Chlorination" to the .Architect. END OF SECTION 15100 - 3 DIVISION 15 - MECHANICAL CITY OF TUKWILA SECTION 15250 FIRE STATION #52 PIPE INSULATION ALTERATIONS PART 1- GENER AL 1.1 The work of this section consists of providing and installing insulation for all hot and cold domestic water piping. 1.2 Quality Assurance: All insulation, adhesives, sealers, and methods of finishing shall meet the requirements of NFPA Bulletin 90 -A and Underwriters' Laboratories, Inc Regulations PART 2 - MATERIALS 2.1 At all hot and cold piping installed in ceiling assemblies, install Fiberglass Sectional Pipe insulation Thermal conductivity (k) of 0.22 at 75 deg. F. Minimum mean density of 3 -1/2 lb. /cu.ft. Thickness:1" fiberglass. 2.2 At all hot and cold water piping in walls, install closed cell foam pipe jackets - 1/2" thk.- 2.3 Fire Hazard Rating. All components of the insulation shall have a fire hazard rating not to exceed 25 for flame spread, and 50 for fuel contributed and smoke developed, as determined by Underwriters' Laboratories Inc. PART 3 - EXECUTION 3.1 General: Follow the manufacturers' recommendations and the requirements of these specifications. 3.2 Piping Insulation: Carefully clean and dry all piping before applying insulation. All insulation shall be continuous through walls and ceilings ; do not omit insulation where piping passes through sleeves or hangers. Use galvanized metal shields at hangers or supports to prevent collapsing of insulation. END OF SECTION 15250 - W DIVISION 16 ELECTRICAL CITY OF TUKWILA SECTION 16000 FIRE STATION #52 r ELECTRICAL WORK ALTERATIONS ART1G W 1.1 SCOPE OF WORK A. The scope of work described in this Section includes all labor and materials that are required for the b complete installation of all electrical work as shown on the Drawings, described herein and the documents that will be prepared by the Contractor as part of the Design /Build for the electrical work. The work shall consist of but not be limited specifically to the following. 1r+ 1. Electrical circuiting to all new electrical devices and equipment as follows: im Wiring and controls to serve all new light fixtures scheduled. Installation of new light fixtures as shown on the Drawings Maintain service from existing panels to existing light fixtures scheduled to remain Wy in use. Installation of new wiring from existing panels or extension of existing wiring circuits to serve new electrical devices. 1W Maintain service from existing panel to existing outlets scheduled to remain in use Installation of power and controls for new restroom exhaust fan. Maintain service to existing electrical baseboards scheduled to remain in use. Wr Installation of new electrical baseboard and new electrical wall heater /fan unit as shown. Relocation of control wiring to serve existing electrical baseboard units hw Relocation of switch controls to existing light fixtures Extension of speaker wiring to new restroom 2. Branch circuit conduit, boxes, wiring devices to serve lighting and power requirements. Yr+ 3. Installation of light fixtures, boxes, receptacles and switches. 4. Installation of all other electrical equipment and services needed to complete a usable and operable facility in accordance with all pertinent codes and regulations. W+ 5. Installation of electrical wiring to all light fixtures and the supply and installation of light fixtures specified. 6. Low voltage wiring where required by equipment operation including low voltage power to to automatic sensors at restroom fan 1.2 DESIGN /BUILD CRITERIA W9 A. Lighting and Power Requirements ry In addition to the Criteria Drawings that are provided as part of the contract documents for this 16000-1 0 it project, the Contractor shall prepare and submit drawings indicating all circuiting of outlets, lighting, and equipment. 1.3 CODES, STANDARDS AND PERMITS Install in accordance with latest edition of regulations of governing local, state, county and other applicable codes, OSHA and WISHA 1.4 SUBMITTALS Submit product data and installation instructions for all electrical material , and equipment provided. 1.5 FIELD INVESTIGATION A. Contractor shall thoroughly investigate site and verify existing site conditions prior to bidding. B. No change in contract price will be allowed for work required to comply with existing conditions, unless the existing condition would not have been apparent prior to uncovering the condition as part of the demolition work 1.6 QUALITY ASSURANCE A. For the actual fabrication, installation, and testing of the work of this section, use only thoroughly trained and experienced personnel who are completely familiar with the requirements for this work and with the installation recommendations of the manufacturers of the specified items B. In acceptance or rejection of installed electrical system, no allowance will be made for lack of skill on the part of installers. 1.8 PRODUCT HANDLING A. Protection: Use all means necessary to protect electrical system materials before, during and after installation and to protect the installed work and materials of all other trades B. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no additional cost to the Owner. 1.9 AS -BUILT DRAWINGS AND OPERATIONS MANUAL .A. Keep one set of marked up "as built" blue line prints. These are to be at jobsite at all times for inspection and are to be updated daily for an accurate record of electrical installation. Ai completion of project, submit the marked up set to Architect. B. Operations manual including all submittals, wiring diagrams, names addresses and telephone numbers of manufacturers' representatives and all technical data useful to the Owner shall be submitted in hard -back three -ring binder. One copy with tabs are required. 1.10 TESTS A. Contractor shall perform all tests required by these specifications. 16000 - • Y B. The Contractor shall notify the Architect at least two working days prior to conducting any tests required by these Specifications. C. All wiring shall test free from short circuits and ground faults, shall be free from mechanical and electrical defects and shall show insulation resistance between phase conductors and neutral and grounding conductors of not less than the rated insulation resistance of the rated insulation resistance value of the specified conductors. The system ground, conductors and all branch circuit conductors shall be tested with appropriate meggers, or other approved b instruments and methods, to determine ground and insulation resistance values. D. Perform additional tests when required under other sections of this specification. During Ybi final observation, the Contractor shall conduct an operation test of entire electrical system for approval. The installation shall be demonstrated to operate satisfactorily in accordance with the requirements of these specifications and contract drawings. 1.11 COORDINATION IV A. The Contractor shall coordinate work among all the various trades doing work on the project and shall examine all drawings and specifications. py B. Immediately notify the Architect of any discrepancy. C. Do not proceed with installation in areas of discrepancy until fully resolved. V 1.12 CLEAN UP A. Upon completion of the work, and before final acceptance and payment, the Electrical Contractor shall, at his own expense, remove from the site and adjoining property and dispose of all surplus and discarded materials, rubbish, temporary buildings, equipment, and debris which may have accumulated during the execution of the electrical work. B. All fixtures and equipment shall be left thoroughly clean and in proper condition. 1.13 GUARANTEE A. The Contractor shall be responsible for all work put in this specification and drawings. He shall make good, repair or replace, at his own expense, as may be necessary, any defective work, materials, or parts which may show itself within one year after final acceptance, two years for ballasts with installation due to imperfection in material or workmanship. 1.14 ELECTRICAL PERMIT im The Contractor shall obtain and pay for all electrical permits as required by the City of Tukwila and the State of Washington. The Contractor shall arrange for Electrical Inspectors to inspect all work. ;aa 2.1 MATERIALS rr All materials are to be new and of the best manufacture and must meet the approval of the 16000-3 0 Architect who reserves the right to reject any materials not in accordance with this Specification either before or after installation. All materials, equipment and devices shall be approved by the Underwriters' Laboratory for the purpose for which they are used. 2.2 CONDUIT AND FITTINGS - All wiring shall be run in rigid conduit as approved by City of Tukwila 2.3 OUTLET BOXES - Contractor shall provide UL certified duplex or four -plex outlet box for each specified outlet. Outlet shall be equipped with GFI protection where required.. 2.4 WIRE AND CABLE — Shall utilize complete system of copper conductors in the rigid or flex conduit systems, or as approved by City of Tukwila.. Conductors shall be thermoplastic insulated type THHN in dry locations and type THHW in damp or wet locations Stranded cables shall be provided with compression type connectors at terminations Thomas & Betts, or equaL 2.5 LIGHTING AND POWER PANELBOARDS - If new circuit breakers are required to be installed in the existing panels, circuit breakers shall be one two or three -pole with common tripping element calibrated for current ratings. 2.6 SWITCHES Shall be Sierra or approved equal with white finish. 2.7 DEVICE PLATES Each device shall be provided with a plate. Devices on conduit fittings to be pressed steel, same manufacturer as the fittings Outlet and Switch plates to be flush type - white finish - Sierra or approved equal. 2.8 FT.RCTRIC WALL HEATER Q -Mark QFG 120V, 750W #QFG1512T2M or approved equal 2.9 ELECTRIC BASE BOARD HEATER Q -Mack 120v, 1000w, # 2514W or approved equaL 2.10 ELECTRIC RESTROOM EXHAUST FAN Wall mount unit #FR100 as manufactured by Fantech or approved equaL — 120v, 19w, .18 amps. Install in wall with 4 "dia. aluminum duct to exterior. Provide automatic occupant sensor control for fan operation. • PART 3 INSTALLATION 3.1 CUTTING AND PATCHING All cutting, drilling and patching of concrete, wood or metal in the building must be done by this Contractor in order that his work may be properly installed. 3.2 MEASUREMENTS All measurements must be verified by observation at the site and this Contractor shall be responsibl for all of his work fitting in place in a satisfactory and workmanship like manner. Contractor shall 16000 - check location of conduits to provide clearances of structural conditions and other permanently fixed equipment. 3.3 WORKMANSHIP AND INSPECTION Workmanship shall be of the best quality and none but competent mechanics shall be employed and shall be under the supervision of a competent foreman; and all completed work shall present a neat and mechanical appearance. All work and materials shall be subject to inspections at any and all times by Architect. 3.4 CODES AND PERMITS Perform all work in accordance with the rules and regulations of the National Electrical Codes, the NBFU, and local codes. 3.5 WIRING Where rigid conduit enters a box or other fitting, through a knockout, two locknuts and bushing shall be provided. Conduits shall be supported in accordance with the NEC with approved inserts single hole pipe straps, beam clamps, sheet metal screws on metal. Provide a minimum clearance of 6" between conduits and heating ducts, water pipes, etc. Use only powdered soapstone or approved lubricant in pulling wires. 3.6 BOXES There must be sufficient room for wires and insulation bushing in all outlet boxes and deep boxes shall be installed where required. Boxes to be fastened independent of conduit. At least 8 inch loops or wire ends shall be left at each outlet box for the installation of fixtures or devices 3.7 GUARANTEE The Contractor shall guarantee all of his work for a period of one year from date of final acceptance, and he shall replace any defective work or material during this period at no cost to the Owner. END OF SECTION 16000 - 5 PERMIT COORO COPY `'` PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -373 DATE: 10 -09 -06 PROJECT NAME: CITY OF TUKWILA FIRE STATION #52 SITE ADDRESS: 5900 S 147 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: ID-Er Bu M1. ng Division P blic Work Structural (5Wh4 1h' .4G DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 511 nit lb-ID-D(' Fire Prevention RAJ Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: I " I D ID � P a Wing Division Permit Coordinator ❑ DUE DATE: 10-10-06 Not Applicable n Permit Center Use Only - INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DATE: DUE DATE: 11-07-06 Approved with Condition Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Kind of Fixture FiWr Urils No. of Fixtures Total Fixture Units Public Paati Public Private Bathtub and Shower 4 ..2 4 Sttouar,.perhead ..72 ... t . .� Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bob (interior) 2.5 2.5 Ootheswasher or lauWry at 4 2 Sink, bar or lavatory 2 1 1 1 Sink, Onic Bushing 8 8 Sink kitchen 3 2 Sink other (service) 3 1.5 Sink, wash fountain, dada spray 4 3 Urinal, Bush valve. 1 GPF 5 2 Urinal, flush valve. >1 GPF 6 2 Water closet, tank or valve, l.BGPF 6 3 ( 3 Water closet, tank or valve, >1.6 GPF 8 4 Non - Residential Sewer Use Certification ?kwalPl . gt)c1K City, State ZIP t L VA-- 9 7Q Owner's Phone Number ( Owner's Mailing Address (if diff m above q4 4 a , q ridie4 4. • �4 f A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total fixture Units e I Residential Customer Equivalent (RCE) 20 6idure units equal 1.0 RCE • Total No. of Fixture Units _ 1 4 - 'CE 20 • A 13 Date 1 1 RCE sane catty - 'Department or Natural lansouraea and Parrs . . (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, el sewer customers whoestablish a new sewer customers. The charge is collected semi - annually. Al future ... eittenvioeatichatsesnatccporden .tewage.ladlikesabal.be b.s ... airingscan beprepaidatadiscnavedamaad. capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per - .resklentid customer or the caP gorge or this ban should be Soned 1. . resldential wstorner equivalent for a period of lateen ram. The purpose of '- ...King Cony's Wartweale,Tea meet Dickstein (206) 684-1740. the Burge is to mower costs of - providing sewage tteatmem capacity for Plana Primertwe) * r Owners Name C. y of -i /GA/ k. j � 1 F f Fi PAMOw NYIIii) 4.7 Subdivision Name Haana / Na, _ Lot a .Z�U j 22 Subdiv. I Block R IL_ Budding Name (if applicable) FF e 44A4tni 2* ' propert street Address Si do S liar/ 4 4— Property Tax ID B Party to be Billed (if different from owner) Party's Mailing Address City or sewer District I ( 4 Dale et Connection Side Sewer Permit 0 P6 06- 116 of Property Contact Phone if ( I Demolition of pre - existing building? 0 Yes 0 No Type of building demolished Sewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Estimated' Wastewater Discharge: Gallons/days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) _ 187 C. Total Residential Customer Equivalents. (add A & 6) ACE Print Name of Owner/ 4 Aqrner Representative r<LIS'C )v5 le) RECEIVED ruKWILA OCt 097006 PERMIT 1 cerfitythat the information given is correct. f understand that the capacity charge levied will be based on this • information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owned / Representative (/i��( License Information License CORSAC *000NC Licensee Name CORSAIR CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 602056408 Ind. Ins. Account Id #2 Business Type INDIVIDUAL Address 1 PO BOX 66945 Address 2 City SEATTLE County KING State WA Zip 98166 Phone 2064391771 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/3/2000 Expiration Date 5/30/2007 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #2 CBIC SC9821 05/30/2002 Until Cancelled 512,000.00 05/09/2002 #1 CBIC SC9821 05/30/2000 05/30/2002 56,000.00 Business Owner Information Name Role Effective Date Expiration Date BIUGAN, RUSSEL OWNER 01/01/1980 Look Up a Contractor, Electrir1/4n or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress. wa. gov /Ini/bbip /printer.aspx ?License= CORSAC *000NC 11/01/2006 x x x x x x