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Permit D13-075 - CITY OF TUKWILA - MAYOR'S OFFICE - TENANT IMPROVEMENT
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D13-075 City of Tukwila – Mayor’s Office 6200 Southcenter Bl DIGITAL RECORDS (DR) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # Code Exemption Brief Explanatory Description Statute/Rule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals’ social security Personal Information – numbers are redacted to protect those Social Security Numbers 5 U.S.C. sec. individuals’ privacy pursuant to 5 U.S.C. sec. DR1 Generally – 5 U.S.C. sec. 552(a); RCW 552(a), and are also exempt from disclosure under section 42.56.070(1) of the Washington 552(a); RCW 42.56.070(1) State Public Records Act, which exempts under 42.56.070(1) the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information – expiration dates, or bank or other financial RCW 82 DR2 Financial Information – account numbers, which are exempt from 42.56.230(5) disclosure pursuant to RCW 42.56.230(5) RCW 42.56.230(4 5) , except when disclosure is expressly required by or governed by other law. CITY OF TUKWILA MAYOR'S ON'FICE 6200 SOUTHCENTER BL D13-075 City ailifukwila Department of Community Development 6300 Southcenter 13oulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 3597000282 Address: 6200 SOUTHCENTER BL TUKW Suite No: Project Name: CITY OF TUKWILA - MAYOR'S OFFICE Permit Number: D13-075 Issue Date: 04/12/2013 Permit Expires On: 10/09/2013 Owner: Name: TUKWILA CITY OF Address: 6200 SOUTHCENTER BLVD , TUKWILA WA 98188 Contact Person: Name: BOB GIBERSON Address: 6300 SOUTHCENTER BL, SUITE 100 , TUKWILA WA 98188 Contractor: Name: COBRA CONSTRUCTION COMPANY Address: PO BOX 1299 , EVERETT WA 98206-1299 Contractor License No: COBRACC240BZ Lender: Name: SELF FUNDED - CITY OF TUKWILA Address: Phone: 206-431-2457 Phone: Expiration Date: 01/23/2015 DESCRIPTION OF WORK: MOVE DOOR IN MAYORS OFFICE AREA AND INSTALL STORFRONT GLASS WALL ON FRONT COUNTER Value of Construction: $10,000.00 Fees Collected: $464.52 Type of Fire Protection: SPRINKLERS/AFA International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-075 Printed: 04-12-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non -Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this,permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or tl{e performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: VI -41s,3 Print Name csf ' /Z°// 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. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 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 permits, 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 final inspection approval is granted. 4: 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. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill 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. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building doe: IBC -7/10 D13-075 Printed: 04-12-2013 Department (206-431-3670). 110 11. 7: 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 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: IBC -7/10 D13-075 Printed: 04-12-2013 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Tate Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: King Co Assessor's Tax No.: 3977610- ® 2 Ta, .e)O sou-n4c...wre7A.52.1) Suite Number: Floor: UPPe-l- Tenant Name: C tT.f CF -f'v &4Jitit New Tenant: ❑ Yes ..No PROPERTY OWNER Name: G try o�- -T� UV✓ 1 t ib Address: 6�jCi 5ovTiGe r- Oe-vo City: ---rvN , „ ciA, State:vim_Zip:qs, g CONTACT PERSON — person receiving allproject' communication Name: f� 0g /? i g E n .� 0 1 : Address: / 36o o >G V T(f'�C..fp--z r - ri'.) O/c(/ City: � W1 ar St t v k Zip , gO Phone: 4 3) ,z4,57 Fax: Email: 13i3 & isms6t J RruoviedtsvP GENERAL CONTRACTORINFORMATION Company Name: _•5 l Architect Name: ,Dflo D pc., ate, Address: 301 , ' t -rr il,,,,,e City: /\ 03(474‘) 3 ,,,. „ / �"'a State: r,I,a, 1 Zip: / golz x•357 Address: Email: p .4...A.,AK4 `'..Alcie ? /' -SS r Address: City: State: City: Zip: Phone: Fax: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: Do' U _ �. Architect Name: ,Dflo D pc., ate, Address: 301 , ' t -rr il,,,,,e City: /\ 03(474‘) 3 ,,,. „ / �"'a State: r,I,a, 1 Zip: / golz x•357 Phone: X3,54, ib7 ib Fax: Email: p .4...A.,AK4 `'..Alcie ? /' -SS ENGINEER OF RECORD Name: Company Name: p r 1�/ /4". Engineer Name: r Address: City: State: Zip: Phone: Fax: Email: =yrs LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATILr — 206-431-3670 Valuation of Project oerrti-TtT�rS 01) e' J ( $ � / �Existing Building Valuation: $ �l ,� f (x% Describe the scope of work (please provide detailed information): (IL. O1) M 0 V E-- Jc oK hrAdj y6(2-1' .(5 -PC - ° 11/51-A- S Z A 2 GL-4S(A0-1,v Will there be new rack storage? ❑ Yes No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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 ❑ 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? D Yes ❑ No If "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. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11 :does Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC IS' Floor 2nd Floor F6 P®Di (V& ( r -- DO- 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 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 ❑ 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? D Yes ❑ No If "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. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11 :does Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one 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). 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 OWNS AU HORIZED A EN . Signature: Print Name: 1 V t 1; eago,) Mailing Address: Day Telephone: Date: 3-4- --/3 4 -3/ -z -41W2 6300 Sov ll c.6.:A- -PL ,L4f! •- 7'v,��ZA- M\-- g s i g 5ulTr iOo � , H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8.9.1 Ldocx Revised: August 2011 bh State Zip Page 4 of 4 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 3597000282 Permit Number: D13-075 Address: 6200 SOUTHCENTER BL TUKW Status: PENDING Suite No: Applied Date: 03/05/2013 Applicant: CITY OF TUKWILA - MAYOR'S OFFICE Issue Date: Receipt No.: R13-00959 Payment Amount: $464.52 Initials: WER Payment Date: 03/05/2013 10:59 AM User ID: 1655 Balance: $0.00 Payee: 303.98.594.190.41.00-91330304.1000.107 TRANSACTION LIST: Type Method Descriptio Amount Payment Other Authorization No. ACCOUNT ITEM LIST: Description 464.52 Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $464.52 278.80 181.22 4.50 Drint d n4_nc_9n1A INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188- (206) 431-3670 Permit Inspection Request Line (206) 431-2451 1/1--\ DI3- to iS Proje .T or 1, Type -\on: : k . 6 Address: C 0 S c. (C/ Date Called: Special Instructions: r' Date Wanted: q --I � 'a.Ln:. p.m. Requester: Phone No: " Approved per applicable codes. Corrections required prior to approval. COMMENTS: /) CJAA,'r G -t-\n e� r i t k_ . r/ 4 M /e c r -- J 4 24 Date: r_3 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 3-076 PERMIT NO. - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 #--- (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project:Type e i i t/ o- f 21 i<t,,J l Lp of Inspection: ER �1 rv-u.r G Address: 74-0(.7 SOCt.*BL— Date Called: Special Instructions: Date Wanted:. a.m. Requester: '-A CIL Phone No: yz5-737-aS+- ElApproved per applicable codes. El Corrections required prior to approval: COMMENTS: tkhot coVect , Gspec to`i: Date: REISPECTION FEE REQUIRED. Prior to next inspection. fee must be paidat 6300 Southcenter Blvvd.. Suite 100. Call to schedule reinspection.. • PACIFIC RIM E1WIRONM.Ei\ REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2'7 2013 City of Tukwila BUILDING DIVISION TAJJ9 INC LIMITED ASBESTOS SURVEY Tukwila City Hall 6200 Southcenter Parkway Tukwila WA 98188 PacRim Project # 14862 FILE Copy PPS M%Pa. m. On March 8, 2013 Todd P. Carter of Pacific Rim Environmental, Inc. (PacRim) responded to your request for inspection and testing of suspect asbestos -containing materials at the Tukwila City Hall building located at 6200 Southcenter Boulevard in Tukwila, Washington. The scope of work was limited to interior gypsum wallboard and associated joint compound, vinyl cove base and associated mastic that will be disturbed during the installation of a door. Mr. Carter is an Al-IERA accredited building inspector, and the PacRim asbestos analytical laboratory is accredited by the National Voluntary Laboratory Accreditation Program (See Attachments). This survey is not intended for, nor should be used as a design specification. The Asbestos in Schools Hazard Amendment and Reauthorization Act (ASHARA), effective November 20, 1990, expanded accreditation requirements to apply to persons who work with asbestos in public and commercial buildings as well as schools. Specifically, ASHARA expanded the Toxic Substances Control Act (TSCA) Section 206 (a) (1) and (3) to require accreditation for any person who designs or conducts a response action with respect to friable ACM in a building. TSCA Section 207 provides for civil penalties of $5,000 for each day of a violation for not employing accredited individuals to design and conduct response actions. Sampling of suspect asbestos -containing materials was conducted as prescribed in 40 CFR 763.86. Suspect asbestos -containing materials within the structure were identified and classified as a surfacing material, thermal system insulation, or miscellaneous materials. Surfacing materials are those, which are either spray applied or troweled -on for acoustical, decorative, or fireproofing purposes. Thermal system insulation (TSI) is insulation used to inhibit heat transfer or to prevent condensation on pipes, boilers, tanks, ducts and various other components. Miscellaneous materials include all other materials not included in the above categories such as floor tile, ceiling tile, roofing felt, cementitious materials, wallboard systems and products such as caulkings, mastics and putties. A total of four (4) samples were collected and submitted for PLM laboratory analysis. None (0) of the samples were found to contain greater than I% asbestos. Bulk samples collected were submitted for sample analysis in accordance with method EPA -600/R-93/116: "Method for the Determination of Asbestos in Bulk building Materials". Analyses were performed in Pacific Rim Environmental Inc.'s NVLAP Accredited Laboratory (Lab Code 101631-0). Materials are posit�yG.fA►�asbtgst�s if they are found to contain greater than 1% or 1% asbestos. FFiitlll.. ==''vv GG CITY OF TUKWILA CORRECTION MAR 1 8 2013 PacRim # 14862 1I TRJlt • 1 ILY it j PERMIT CFNTFR 6510 Southcenter Blvd., Ste. 114 ` www.pacrimcnv.com Phone: (206) 244-8965 4;4/.... 7 Seattle, WA 98188 1 Fax: (206) 244-9096 The following are the tabulated analytical results. Project ID Sample # Sample Location AHERA Category Sample Description . Asbestos Type /Percentage 14862 f „ 1 Corridor Wall Surf. GWB and joint compound None Detected 14862 2 Corridor Wall Surf. GWB and joint compound None Detected 14862 3 Corridor Wall Surf. GWB and joint compound None Detected 14862 4 Corridor Floor Misc. Cove Base Mastic None Detected If you have any questions regarding this inspection, please do not hesitate to contact our office at (206) 244-8965. Todd P. -Carter Operations Manager Pacific Rim Environmental, Inc. PacRim # 14862 2 BULK SAMPLE ANALYSIS REPORT O N ME NTA_, BULK SAMPLE ANALYSIS REPORT CLIENT: City of Tukwila Public Works Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 PROJECT: Mayor Office TI 6200 Southcenter Blvd. SAMPLE DATE: 3/8/2013 CONTACT: Bob Giberson PACRIM # : REPORT # : DATE RECEIVED : ANALYST : DATE ANALYZED : REPORT BY : REPORT DATE : TURNAROUND: PAGE : 14862 2013-3-0094 3/12/2013 William F. Gotloway 3/15/2013 Sarah Kreiner 3/15/2013 3 Days 1 of 2 Attached are the results of analysis of 4 bulk samples submitted for asbestos identification: Lab ID #2013-03-0094 through 2013-03-0097. Samples were analyzed in accordance with method EPA -600/R-93/116: "Method for the Determination of Asbestos in Bulk Building Materials". Unless otherwise noted, samples were inhomogeneous; subsamples of components were analyzed to achieve representative analysis. Separate layers of layered samples are analyzed and reported separately. Unless otherwise stated, asbestos content was quantified by calibrated visual estimation (CVES). CVES concentrations are reported in 2 to 3 percent ranges for fiber concentrations ranging from 1-10%, and 5 percent ranges for concentrations greater than 10%. Samples in which asbestos was not observed are reported as "none detected". Limitations and Uncertainty: Factors such as sample quality, sample size, interfering matrix material, fiber size, and fiber concentration contribute to the uncertainty of asbestos concentration measurements in bulk materials. Relative errors exceeding 100% may occur in samples containing <1-10% asbestos. Relative errors are typically below 30% in samples with greater than 10% asbestos, and approach zero as the asbestos concentration approaches 100%. Asbestos fibers with diameters below approximately 0.25 micrometers are not detectable by PLM. These extremely fine fibers may occur in such products as floor tile, adhesives, and cement products. This limitation can be overcome, however, by the use of alternate analytical methods, such as Transmission Electron Microscopy (TEM). This report cannot be represented by the client to claim product endorsement by NVLAP or any agency of the U.S. Government. Test results pertain only to the samples submitted for analysis. This report shall not be reproduced except in full without written permission of the laboratory. NVLAP Accredited LAB #: 101631-0 Reports Samples submitted by: PacRim Reviewed By: Approv: + Sighatory 6510 Southcenter Blvd., Sc,t//4 wwvv,Pacriinenv.com Phone: (206) 244-896'5 Seattle, WA 98.188 Fax: (206) 244-9096 Pacific Rim Environmental, Inc. BULK SAMPLE ANALYSIS REPORT CLIENT: City of Tukwila Public Works Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 PROJECT: Mayor Office TI 6200 Southcenter Blvd. SAMPLE DATE: 3/8/2013 CONTACT: Bob Giberson PACRIM # REPORT # : DATE RECEIVED : ANALYST : DATE ANALYZED : REPORT BY : REPORT DATE : TURNAROUND: PAGE: 14862 2013-3-0094 3/12/2013 William F. Gotloway 3/15/2013 Sarah Kreiner 3/15/2013 3 Days 2 of 2 Client/Lab ID Number Sample Location and Description Asbestos Type(s) / % Other Material(s) Date Analyzed 1 2013-03-0094 Hallway wall (GWB tape and joint compound). Layer 1 (Mud with paper): None Detected Layer 1: Cellulose (10-15%), Binder, Mineral Aggregate, Paint. 3/15/13 Light grey -painted, Layer 2 (Drywall): white, chalky mud with white paper (layer 1) on white, chalky drywall with brown paper (layer None Detected Layer 2: Cellulose (1-3%), Fiberglass (3-5%), Gypsum, Mineral Aggregate, Binder. 2). 2 2013-03-0095 Hallway wall (GWB tape and joint compound). Layer 1 (Mud with paper): None Detected Layer 1: Cellulose (10-15%), Binder, Mineral Aggregate, Paint. 3/15/13 Light grey -painted, Layer 2 (Drywall): white, chalky mud with white paper (layer 1) on white, chalky drywall with brown paper (layer None Detected Layer 2: Cellulose (1-3%), Fiberglass (3-5%), Gypsum, Mineral Aggregate, Binder. 2). 3 2013-03-0096 Hallway wall (GWB tape and joint compound). Layer 1 (Mud with paper): None Detected Layer 1: Cellulose (10-15%), Binder, Mineral Aggregate, Paint. 3/15/13 Light grey -painted, Layer 2 (Drywall): white, chalky mud with white paper (layer 1) on white, chalky drywall with brown paper (layer None Detected Layer 2: Cellulose (5-7%), Fiberglass (3-5%), Gypsum, Mineral Aggregate, Binder. 2). 4 Hallway Floor (Cove base and mastic). Layer 1 (Mastic): None Detected Layer 1: Cellulose (<1%), Adhesive, Mineral 3/15/13 2013-03-0097 Aggregate. White mastic (layer 1) on Layer 2 (Mastic): brown mastic (layer 2). None Detected Layer 2: Cellulose (<1%), Adhesive, Mineral Aggregate. This report shall not be reproduced, except in full, without written permission of the Pacific Rim Environmental, Inc. Laboratory. TECHNICIAN / LABORATORY CERTIFICATIONS Certificate of Comptetion This is to certify that has satisfactorily completed 4 hours of refresher training as an to comply with the training requirements of TSCA Title II / 40 CFR 763 (AHERA) Instructor EPA Provider Cert. Number: 1085 Date(s) of Training Exam Score: NA. Expiration Date: May 23, 2013 Argus Pacific, Inc. • 1900 W. Nickerson, Suite 315 • Seattle, Washington • 98119 • 206.285.3373 - fax 206.285.3927 United States Department of Comrrmerce ational :Institiite .of *anda`rds-:and Technofog is accredited by the National VoluntaryLaboratory Accreditation Program for specific services;. listed on the: Scope of Accreditation, :for::: BULK ASBESTOS FIBER ANALYSIS This laboratory is accredited in accordance "withthe recognized International Standard ISO/IEC 17025:2005. This accreditation demonstrates techlficalcompetence for a`.defined scope -and the operation* of a laboratory quality management system' (refer to joint 1S0-ILAC-IAF Communique dated January -2009). 2013-04-01` tbrou For.the National Institute of Standards and Technology OPE OF ACCREDITATION TO 1SO/1IC 17025.2005' 'Pacific Rim Eitvironyuental, Inc 6510 Southcenter Boulevard Suite #4 • Tukwila,` WA '98188 Nh ...William F. Golloway Phone 206-244; 8965 Fax: 206-444-9096 • E -Mail: 'fgolloway@pace imenv.com • BULK ASlil:STOS.FIBER ANALYSIS (PLM) IWLAP Cotte Desigruitiun /Description• 18/A01 El%600/M4 82-020: Interim Method for the Determination of Asbestos in Bulk Insulation Samples. 18/A03 EPA 600/R-93/1.1(: Method for'tke Determination of Asbestos in Bulk Building Materials..: For the National Institute. o/ Standards and Technology Table of Contents Technical Specifications Tukwila City Hall Mayor's Office renovation The following technical specifications were prepared by David A. Clark Architects, PLLC 02050 Selective Demolition 05500 Misc Metals 06100 Rough Carpentry 06200 Finish Carpentry 07920 Caulking & Sealants 08411 Aluminum Framed Storefronts 08810 Glass & Glazing 09651 Rubber Base 09900 Painting 16001 Elect Design Build Requirements 4937 UHVIU H. l•LAIIK STATE OF WASHINGTON igitally signed by David A. Clark DN: cn=David A. Clarko=David A. Clark 'Architects, PLLC, ou, email=dclark@clarkarchitects.com, c=US ate: 2013.02.27 11:00:48 -08'00' REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 7 2013 City of BUILDING kwila DIVISION eel pviv RECEIVED CITY OF TUKWILA MAR 0 5 2013 PERMIT CENTER SECTION 02050 SELECTIVE DEMOLITION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary ns and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: Selective demolition as shown on the Drawings and/or otherwise required to complete the new work shown on the Drawings. In addition, salvage items requested by the Owner. 1.3 DEFINITIONS A. Demolish: Completely remove and legally dispose of off-site. B. Recycle: Recovery of demolition waste for subsequent processing in preparation for reuse. C. Salvage: Carefully detach from existing construction, in a manner to prevent damage, and deliver to Owner. Include fasteners or brackets needed for reattachment elsewhere. 1.4 MATERIALS OWNERSHIP A. Unless otherwise indicated, demolition waste becomes property of Contractor. B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be uncovered during demolition remain the property of Owner. 1. Carefully salvage in a manner to prevent damage and promptly return to Owner. Tukwila City Hall Selective Demolition 1.5 SUBMITTALS A. Proposed Protection Measures: Submit informational report, including drawings, that indicates the measures proposed for protecting individuals and property. Indicate proposed locations and construction of barriers. B. Schedule of Building Demolition Activities: Indicate the following: 1. Detailed sequence of demolition work, with starting and ending dates for each activity. Contractor should be aware that the Owner has specific time constraints for the demolition of specific items (e.g., specific days and times for specific tasks). See division 0 and 1 sections for further information. C. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes. 1.6 QUALITY ASSURANCE A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. B. Standards: Comply with ANSI A10.6 and NFPA 241. C. Predemolition Conference: Conduct conference at Project site to review methods and procedures related to building demolition including, but not limited to, the following: 1. Inspect and discuss condition of construction to be demolished. 2. Review and finalize building demolition schedule and verify availability of demolition personnel, equipment, and facilities needed to make progress and avoid delays. 3. Review and finalize protection requirements. 4. Review procedures for noise control and dust control. 5. Review procedures for protection of adjacent spaces. 6. Review items to be salvaged and returned to Owner. 1.7 PROJECT CONDITIONS A. On-site storage or sale of removed items or materials is not permitted. 1.8 COORDINATION A. Apply all effort necessary to coordinate with the Owner in advance of selective demolition activities so as to insure that the demolition activities can be accomplished as quickly as possible. Tukwila City Hall 02050 - 2 Selective Demolition PART 2 - PRODUCTS 2.1 Not Used PART 3 - EXECUTION 3.1 EXAMINATION A. Verify the existing conditions compared to the drawings and notify the Architect of any discrepancies at utilities have been disconnected and capped before starting demolition activities. 3.2 PREPARATION A. Existing Utilities: Refer to Division 16 Sections for shutting off, disconnecting, removing, and sealing or capping existing electrical. B. Barriers: Install dust and safety barriers/enclosures to contain the demolition area. As the adjacent offices will be occupied during construction, limit excessive noise to off hours. Inspect the surrounding areas after demolition and clean surfaces of dust and debris. C. Salvaged Items: Comply with the following: 1. Clean salvaged items of dirt and demolition debris. 2. Pack or crate items after cleaning. Identify contents of containers. 3. Store items in a secure area until delivery to Owner. 4. Protect items from damage during transport and storage. 3.3 REPAIRS A. Promptly repair damage to adjacent spaces caused by demolition activities. 3.4 DISPOSAL OF DEMOLISHED MATERIALS A. Remove demolition waste materials from Project site. B. Remove demolition waste materials from Project site and legally dispose of them in an EPA -approved landfill acceptable to authorities having jurisdiction. 1. Do not allow demolished materials to accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. Tukwila City Hall 02050 - 3 Selective Demolition C. Do not burn demolished materials. 3.5 CLEANING A. Clean adjacent structures and improvements of dust, dirt, and debris caused by building demolition operations. Return adjacent areas to condition existing before building demolition operations began. END OF SECTION Tukwila City Hall 02050 - 4 Selective Demolition SECTION 05500 MISCELLANEOUS METALS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Miscellaneous steel support, trim or stiffeners for new storefront framing. B. Related Sections include the following: 1. Division 6 Section "Rough Carpentry" for metal framing anchors. 2. Division 8 "Storefront Framing" for new half wall. 1.3 SUBMITTALS A. Shop Drawings: As required under division 8. 1.4 QUALITY ASSURANCE A. Welding: Qualify procedures and personnel according to the following: 1. AWS D1.1, "Structural Welding Code --Steel." 2. AWS D1.2, "Structural Welding Code --Aluminum." 3. AWS D1.3, "Structural Welding Code --Sheet Steel." 4. AWS D1.6, "Structural Welding Code --Stainless Steel." 5. All welders must carry WABO certifications and shall post certificates at the job site. 1.5 PROJECT CONDITIONS A. Field Measurements: Verify actual locations of walls and other construction contiguous with metal fabrications by field measurements before fabrication and indicate measurements on Shop Drawings. Tukwila City Hall 05500 - 1 Miscellaneous Metals 1. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish dimensions and proceed with fabricating metal fabrications without field measurements. Coordinate wall and other contiguous construction to ensure that actual dimensions correspond to established dimensions. 2. Provide allowance for trimming and fitting at site. 1.6 COORDINATION A. Coordinate installation of anchorages for metal fabrications. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. B. Coordinate installation of steel weld plates and angles for casting into concrete that are specified in this Section but required for work of another Section. Deliver such items to Project site in time for installation. PART 2 - PRODUCTS 2.1 METALS, GENERAL A. Metal Surfaces, General: Provide materials with smooth, flat surfaces, unless otherwise indicated. For metal fabrications exposed to view in the completed Work, provide materials without seam marks, roller marks, rolled trade names, or blemishes. 2.2 FERROUS METALS A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M, unless another weight is indicated on the drawings or required by structural loads. B. Steel Pipe: ASTM A 53/A 53M, standard weight (Schedule 40), unless another weight is indicated on the drawings or required by structural loads. 2.3 NONFERROUS METALS A. Steel Bolts and Nuts: Regular hexagon -head bolts, ASTM A 307, Grade A (ASTM F 568M, Property Class 4.6); with hex nuts, ASTM A 563 (ASTM A 563M); and, where indicated, flat washers, zinc coated in accordance with ASTM D153 (exterior). B. Anchor Bolts: ASTM F 1554, Grade 36. Tukwila City Hall 05500 - 2 Miscellaneous Metals 1. Provide hot -dip or mechanically deposited, zinc -coated anchor bolts where item being fastened is indicated to be galvanized. C. Eyebolts: ASTM A 489. D. Machine Screws: ASME B18.6.3 (ASME B18.6.7M). E. Lag Bolts: ASME B18.2.1 (ASME B18.2.3.8M). F. Wood Screws: Flat head, ASME B18.6.1. G. Plain Washers: Round, ASME B18.22.1 (ASME B18.22M). 2.4 MISCELLANEOUS MATERIALS A. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded. B. Universal Shop Primer: Fast -curing, lead- and chromate -free, universal modified -alkyd primer complying with MPI#79, Tnemec series 88H5 92eron C. Zinc -Rich Primer: Complying with SSPC-Paint 20 or SSPC-Paint 29 and compatible with topcoat. 1. Products: a. Tnemec Company, Inc.; Tneme-Zinc 90-97., local contact TNW, Inc., 206 762-5755 D. Galvanizing Repair Paint: High -zinc -dust -content paint for regalvanizing welds in steel, complying with SSPC-Paint 20. E. Bituminous Paint: Cold -applied asphalt emulsion complying with ASTM D 1187. F. Nonshrink, Metallic Grout: Factory -packaged, ferrous -aggregate grout complying with ASTM C 1107, specifically recommended by manufacturer for heavy-duty loading applications. G. Nonshrink, Nonmetallic Grout: Factory -packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107. Provide grout specifically recommended by manufacturer for interior and exterior applications. 2.5 MISCELLANEOUS FRAMING AND SUPPORTS A. General: Provide steel framing and supports not specified in other Sections as needed to complete the Work. B. Fabricate units from steel shapes, plates, and bars of welded construction, unless otherwise indicated. Fabricate to sizes, shapes, and profiles indicated and as necessary Tukwila City Hall 05500 - 3 Miscellaneous Metals L • to receive adjacent construction retained by framing and supports. Cut, drill, and tap units to receive hardware, hangers, and similar items. 1. Fabricate units from slotted channel framing where indicated. 2. Furnish inserts if units are installed after concrete is placed. C. Fabricate supports for operable partitions from continuous steel beams of sizes indicated with attached bearing plates, anchors, and braces as indicated. Drill bottom flanges of beams to receive partition track hanger rods; locate holes where indicated on operable partition Shop Drawings. D. Prime miscellaneous framing and supports with zinc -rich primer. 2.6 STEEL AND IRON FINISHES A. Preparation for Shop Priming: Prepare uncoated ferrous -metal surfaces to comply with minimum requirements indicated below for SSPC surface preparation specifications and environmental exposure conditions of installed metal fabrications: 1. Interiors (SSPC Zone 1A): SSPC-SP 3, "Power Tool Cleaning." Except interior steel trim. B. Shop Priming: Apply shop primer to uncoated surfaces of metal fabrications, except those with galvanized finishes and those with sprayed -on fireproofing, or masonry, unless otherwise indicated. Comply with SSPC-PA 1, "Paint Application Specification No. 1: Shop, Field, and Maintenance Painting of Steel," for shop painting. 1. Stripe paint corners, crevices, bolts, welds, and sharp edges. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing metal fabrications. Set metal fabrications accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack; and measured from established lines and levels. B. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop welded because of shipping size limitations. Do not weld, cut, or abrade surfaces of exterior units that have been hot -dip galvanized after fabrication and are for bolted or screwed field connections. C. Field Welding: Comply with the following requirements: 1. Use materials and methods that minimize distortion corrosion resistance of base metals. and develop strength and Tukwila City Hall 05500 - 4 Miscellaneous Metals 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after finishing and contour of welded surface matches that of adjacent surface. D. Fastening to In -Place Construction: Provide anchorage devices and fasteners where metal fabrications are required to be fastened to in-place construction. Provide threaded fasteners for use with concrete and masonry inserts, toggle bolts, through bolts, lag bolts, wood screws, and other connectors. E. Provide temporary bracing or anchors in formwork for items that are to be built into concrete, masonry, or similar construction. F. Corrosion Protection: Coat concealed surfaces of aluminum that will come into contact with grout, concrete, masonry, wood, or dissimilar metals with a heavy coat of bituminous paint. 3.2 INSTALLING MISCELLANEOUS FRAMING AND SUPPORTS A. General: Install framing and supports to comply with requirements of items being supported, including manufacturers' written instructions and requirements indicated on Shop Drawings. B. Anchor supports for operable partitions securely to and rigidly brace from building structure. C. Install pipe columns on concrete footings with grouted baseplates. Position and grout column baseplates as specified in "Installing Bearing and Leveling Plates" Article. 3.3 INSTALLING BEARING AND LEVELING PLATES A. Clean concrete and masonry bearing surfaces of bond -reducing materials, and roughen to improve bond to surfaces. Clean bottom surface of plates. B. Set bearing and leveling plates on wedges, shims, or leveling nuts. After bearing members have been positioned and plumbed, tighten anchor bolts. Do not remove wedges or shims but, if protruding, cut off flush with edge of bearing plate before packing with grout. 3.4 ADJUSTING AND CLEANING A. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas. Paint uncoated and abraded areas with the same material as used for shop painting to comply with SSPC-PA 1 for touching up shop -painted surfaces. Tukwila City Hall 05500 - 5 Miscellaneous Metals 1. Apply by brush or spray to provide a minimum 2.0 -mil (0.05 -mm) dry film thickness. B. Touchup Painting: Clean and touchup field welds, bolted connections, and abraded areas with specified primer. END OF SECTION Tukwila City Hall 05500 - 6 Miscellaneous Metals SECTION 06100 ROUGH CARPENTRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Framing with dimension lumber. 2. Wood blocking and nailers. 3. Infilling openings. B. Related Sections include the following: 1. Division 6 Section "Finish Carpentry" for nonstructural carpentry items exposed to view and not specified in another Section. 1.3 DEFINITIONS A. Rough Carpentry: Carpentry work not specified in other Sections and not exposed, unless otherwise indicated. B. Exposed Framing: Dimension lumber not concealed by other construction. PART 2 - PRODUCTS 2.1 WOOD PRODUCTS, GENERAL A. Lumber: DOC PS 20 and applicable rules of lumber grading agencies certified by the American Lumber Standards Committee Board of Review. 1. Factory mark each piece of lumber with grade stamp of grading agency. 2. For exposed lumber indicated to receive a stained or natural finish, mark grade stamp on end or back of each piece. Tukwila City Hall 06100 - 1 Rough Carpentry • 3. Where nominal sizes are indicated, provide actual sizes required by DOC PS 20 for moisture content specified. Where actual sizes are indicated, they are minimum dressed sizes for dry lumber. 4. Provide dry lumber with 19 percent maximum moisture content at time of dressing for 2 -inch nominal (38 -mm actual) thickness or less, unless otherwise indicated. 2.2 DIMENSION LUMBER A. General: Provide .dimension lumber of grades indicated according to the. American Lumber Standards Committee National Grading Rule provisions of the grading agency indicated. 1. Non -Load -Bearing Interior Partitions: As indicated on the drawings. B. Maximum Moisture Content: 19 percent 2.3 MISCELLANEOUS LUMBER A. General: Provide lumber for support or attachment of other construction, including the following: 1. Blocking. 2. Nailers. 3. Furring. 4. Sleepers. 5. For items of dimension lumber size, as indicated on the drawings. 2.4 FASTENERS A. General: Provide fasteners of size and type indicated that comply with requirements specified in this Article for material and manufacture. 1. Where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with hot -dip zinc coating complying with ASTM A 153/A 153M. B. Nails, Brads, and Staples: ASTM F 1667. C. Power -Driven Fasteners: CABO NER-272. D. Wood Screws: ASME B18.6.1. E. Screws for Fastening to Cold -Formed Metal Framing: ASTM C 954, except with wafer heads and reamer wings, length as recommended by screw manufacturer for material being fastened. F. Lag Bolts: ASME B18.2.1. (ASME B18.2.3.8M). Tukwila City Hall 06100 - 2 Rough Carpentry G. Bolts: Steel bolts complying with ASTM A 307, Grade A (ASTM F 568M, Property Class 4.6); with ASTM A 563 (ASTM A 563M) hex nuts and, where indicated, flat washers. 2.5 METAL FRAMING ANCHORS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Alpine Engineered Products, Inc. 2. Simpson Strong -Tie Co., Inc. B. General: Provide framing anchors made from metal indicated, of structural capacity, type, and size indicated, and as follows: 1. Research/Evaluation Reports: Provide products acceptable to authorities having jurisdiction and for which model code research/evaluation reports exist that show compliance of metal framing anchors, for application indicated, with building code in effect for Project. 2. Allowable Design Loads: Provide products with allowable design loads, as published by manufacturer, that meet or exceed those indicated. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry to other construction; scribe and cope as needed for accurate fit. Locate furring, nailers, blocking, grounds, and similar supports to comply with requirements for attaching other construction. B. Do not use materials with defects that impair quality of rough carpentry or pieces that are too small to use with minimum number of joints or optimum joint arrangement. C. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: 1. CABO NER-272 for power -driven fasteners. 2. Published requirements of metal framing anchor manufacturer. 3. Table 23 -II -B-1, "Nailing Schedule," and Table 23 -II -B-2, "Wood Structural Panel Roof Sheathing Nailing Schedule," in the Uniform Building Code. Tukwila City Hall 06100 - 3 Rough Carpentry D. Use common wire nails, unless otherwise indicated. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting wood; predrill as required. E. Use finishing nails for exposed work, unless otherwise indicated. Countersink nail heads and fill holes with wood filler. 3.2 WOOD GROUND, SLEEPER, BLOCKING, AND NAILER INSTALLATION A. Install where indicated and where required for screeding or attaching other work. Form to shapes indicated and cut as required for true line and level of attached work. Coordinate locations with other work involved. B. Attach items to substrates to support applied loading. Recess bolts and nuts flush with surfaces, unless otherwise indicated. Build anchor bolts into masonry during installation of masonry work. Where possible, secure anchor bolts to formwork before concrete placement. 3.3 WOOD FRAMING INSTALLATION, GENERAL A. Framing Standard: Comply with AFPA's "Manual for Wood Frame Construction," unless otherwise indicated. END OF SECTION Tukwila City Hall 06100 - 4 Rough Carpentry SECTION 06200 FINISH CARPENTRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Interior standing and running trim for cased openings. B. Related Sections include the following: 1. Division 6 Section "Rough Carpentry" for furring, blocking, and other carpentry work not exposed to view. 2. Division 9 Section "Painting" for finishing of finish carpentry. 1.3 DEFINITIONS A. Inspection agencies, and the abbreviations used to reference them, include the following: 1. NHLA - National Hardwood Lumber Association. 2. NLGA - National Lumber Grades Authority. 3. WCLIB - West Coast Lumber Inspection Bureau. 4. WWPA - Western Wood Products Association. 5. AWI — American Woodworking Institute. 1.4 SUBMITTALS A. Product Data: For each type of process and factory -fabricated product. Include construction details, material descriptions, dimensions of individual components and profiles, textures, and colors. B. Samples for Verification: 1. For each species and cut of lumber and panel products with nonfactory-applied finish, with 1/2 of exposed surface finished, 50 sq. in. (300 sq. cm) for lumber and 8 by 10 inches (203 by 250 mm) for panels. Tukwila City Hall Section 06200-1 Finish Carpentry 2. For each finish system and color of lumber and panel products with factory - applied finish, 50 sq. in. (300 sq. cm) for lumber and 8 by 10 inches (203 by 250 mm) for panels. 1.5 QUALITY ASSURANCE A. Installer Qualifications: A qualified installer. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver interior finish carpentry only when environmental conditions meet requirements specified for installation areas. If finish carpentry must be stored in other than installation areas, store only where environmental conditions meet requirements specified for installation areas. 1.7 PROJECT CONDITIONS A. Environmental Limitations: Do not deliver or install interior finish carpentry until building is enclosed and weatherproof, wet work in space is completed and nominally dry, and HVAC system is operating and maintaining temperature and relative humidity at occupancy levels during the remainder of the construction period. All materials must be acclimated to the space prior to installation. No claim of shrinkage will be allowed. PART 2 - PRODUCTS 2.1 GENERAL: A. Fabricate all architectural woodwork to the "Custom Grade" standards of the AWI, affixing the required stamp to all pertinent products and to all pertinent submittals. 2.2 MATERIALS, GENERAL A. Lumber: DOC PS 20 and applicable grading rules of inspection agencies certified by the American Lumber Standards' Committee Board of Review. 1. Factory mark each piece of lumber with grade stamp of inspection agency indicating grade, species, moisture content at time of surfacing, and mill. 2. For exposed lumber, mark grade stamp on end or back of each piece. Tukwila City Hall Section 06200-2 Finish Carpentry 2.3 INTERIOR STANDING AND RUNNING TRIM A. Moldings: 1. Match existing in species and quality. Provide sample material selected by contractor to match existing wood trim for approval of compatible grain and color. 2. Profiles: As indicated on the drawings & as required to match existing. 2.4 MISCELLANEOUS MATERIALS A. Fasteners for Interior Finish Carpentry: Nails, screws, and other anchoring devices of type, size, material, and finish required for application indicated to provide secure attachment, concealed where possible. B. Sealants: Comply with requirements in Division 7 Section "Joint Sealants" for materials required for sealing siding work. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean substrates of projections and substances detrimental to application. B. Before installing finish carpentry, condition materials to average prevailing humidity in installation areas for a minimum of 24 hours, unless longer conditioning is recommended by manufacturer. C. Prime lumber for exterior applications to be painted, including both faces and edges. Cut to required lengths and prime ends. Comply with requirements in Division 9 Section "Painting." 3.3 INSTALLATION, GENERAL A. Do not use materials that are unsound, warped, improperly treated or finished, inadequately seasoned, or too small to fabricate with proper jointing arrangements. 1. Do not use manufactured units with defective surfaces, sizes, or patterns. Tukwila City Hall Section 06200-3 Finish Carpentry r B. Install finish carpentry level, plumb, true, and aligned with adjacent materials. Use concealed shims where necessary for alignment. 1. Scribe and cut finish carpentry to fitadjoining work. Refinish and seal cuts as recommended by manufacturer. 2. Countersink fasteners, fill surface flush, and sand where face fastening is unavoidable. 3. Install to tolerance of 1/8 inch in 96 inches (3 mm in 2438 mm) for level and plumb. Install adjoining finish carpentry with 1/32 -inch (0.8 -mm) maximum offset for flush installation and 1/16 -inch (1.5 -mm) maximum offset for reveal installation. 3.4 STANDING AND RUNNING TRIM INSTALLATION A. Install with minimum number of joints practical, using full-length pieces from maximum lengths of lumber available. Do not use pieces less than 48 inches (1220 mm) long, except where necessary. Stagger joints in adjacent and related standing and running trim. Cope at returns and miter at corners to produce tight -fitting joints with full -surface contact throughout length of joint. Use scarf joints for end-to-end joints. Plane backs of casings to provide uniform thickness across joints, where necessary for alignment. 1. Match color and grain pattern across joints. 2. . Install trim after gypsum board joint finishing operations are completed. 3. Drill pilot holes in hardwood before fastening to prevent splitting. Fasten to prevent movement or warping. Countersink fastener heads on exposed carpentry work and fill holes. 3.5 ADJUSTING A. Replace finish carpentry that is damaged or does not comply with requirements. Finish carpentry may be repaired or refinished if work complies with requirements and shows no evidence of repair or refinishing. Adjust joinery for uniform appearance. Adjust finish hardware for a complete and properly functioning operation. 3.6 CLEANING A. Clean finish carpentry on exposed and semi -exposed surfaces. Touch up factory - applied finishes to restore damaged or soiled areas. END OF SECTION Tukwila City Hall Section 06200-4 Finish Carpentry SECTION 07920 CAULKING & SEALANTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes joint sealants for the following applications, including those specified by reference to this Section: 1. Interior joints in the following vertical surfaces and horizontal surfaces: a. Perimeter joints between interior wall surfaces and frames of interior doors windows. b. Joints between trim, molding, wainscot and adjacent GWB or interior surface. c. Other joints as indicated. B. Related Sections include the following: 1. Division 8 Section "Glazing" for glazing sealants. 1.3 PERFORMANCE REQUIREMENTS A. Provide elastomeric joint sealants that establish and maintain watertight and airtight continuous joint seals without staining or deteriorating joint substrates. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Manufacturer's authorized Installer who is approved or licensed for installation of elastomeric sealants required for this Project. B. Source Limitations: Obtain each type of joint sealant through one source from a single manufacturer. C. Do not proceed with installation of joint sealants under the following conditions: 1. Where joint widths are less than those allowed by joint -sealant manufacturer for applications indicated. Tukwila City Hall Section 07920-1 Caulking & Sealants 2. Contaminants capable of interfering with adhesion have not yet been removed from joint substrates. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Products: Subject to compliance with requirements, provide one of the products listed in other Part 2 articles. 2.2 MATERIALS, GENERAL A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer, based on testing and field experience. B. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range. 2.3 LATEX JOINT SEALANTS A. Latex Sealant: Comply with ASTM C 834, Type OP, Grade NF. B. Available Products: Any product meeting standard listed above. 2.4 JOINT -SEALANT BACKING A. General: Provide sealant backings of material and type that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. B. Cylindrical Sealant Backings: ASTM C 1330, Type C (closed -cell material with a surface skin), 0 (open -cell material), B (bicellular material with a surface skin), or any of the preceding types, as approved in writing by joint -sealant manufacturer for joint application indicated, and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance: C. Bond -Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint -filler materials or joint surfaces at back of joint where such adhesion would result in sealant failure. Provide self-adhesive tape where applicable. Tukwila City Hall Section 07920-2 Caulking & Sealants 2.5 MISCELLANEOUS MATERIALS A. Primer: Material recommended by joint -sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint -sealant -substrate tests and field tests. B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants to joint substrates. C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint -sealant performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint -sealant manufacturer's written instructions and the following requirements: 1. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, paints (except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil, grease, waterproofing, water repellents, water, surface dirt, and frost. 2. Clean porous joint substrate surfaces by brushing, grinding, blast cleaning, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining after cleaning operations above by vacuuming or blowing out joints with oil -free compressed air. 3. Clean nonporous surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants. Tukwila City Hall Section 07920-3 Caulking & Sealants ,r. B. Joint Priming: Prime joint substrates, where recommended in writing by joint -sealant manufacturer, based on preconstruction joint -sealant -substrate tests or prior experience. Apply primer to comply with joint -sealant manufacturer's written instructions. Confine primers to areas of joint -sealant bond; do not allow spillage or migration onto adjoining surfaces. C. Masking Tape: Use masking tape where required to prevent contact of sealant with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal. 3.3 INSTALLATION OF JOINT SEALANTS A. General: Comply with joint -sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply. B. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. C. Acoustical Sealant Application Standard: Comply with recommendations in ASTM C 919 for use of joint sealants in acoustical applications as applicable to materials, applications, and conditions indicated. D. Install sealant backings of type indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch, twist, puncture, or tear sealant backings. 3. Remove absorbent sealant backings that have become wet before sealant application and replace them with dry materials. E. Install bond -breaker tape behind sealants where sealant backings are not used between sealants and backs of joints. F. Install sealants using proven techniques that comply with the following and at the same time backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses in each joint configuration. 3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. G. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants according to requirements specified below to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint. Tukwila City Hall Section 07920-4 Caulking & Sealants 1. Remove excess sealant from surfaces adjacent to joints. 2. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces. 3. Provide concave joint configuration per Figure 5A in ASTM C 1193, unless otherwise indicated. 4. Provide flush joint configuration where indicated per Figure 5B in ASTM C 1193. 5. Provide recessed joint configuration of recess depth and at locations indicated per Figure 5C in ASTM C 1193. a. Use masking tape to protect surfaces adjacent to recessed tooled joints. H. Installation of Preformed Tapes: Install according to manufacturer's written instructions. 3.4 CLEANING A. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur. 3.5 PROTECTION A. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately so installations with repaired areas are indistinguishable from original work. END OF SECTION Tukwila City Hall Section 07920-5 Caulking & Sealants 1 SECTION 08411 ALUMINUM -FRAMED STOREFRONTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Interior storefront framing. B. Related Sections: 1. Division 5 Section "Miscellaneous Metals" for steel posts in storefront framing. 2. Division 8 Section "Glass and Glazing" for standard and custom glazing. 1.3 PERFORMANCE REQUIREMENTS A. General Performance: Aluminum -framed systems shall withstand the effects of the following performance requirements without exceeding performance criteria or failure due to defective manufacture, fabrication, installation, or other defects in construction: 1. Movements of supporting structure indicated on Drawings including, but not limited to, story drift and deflection from uniformly distributed and concentrated live loads. 2. Dimensional tolerances of building frame and other adjacent construction. 3. Failure includes the following: a. Deflection exceeding specified limits. b. Thermal stresses transferring to building structure. c. Framing members transferring stresses, including those caused by thermal and structural movements to glazing. d. Glazing -to -glazing contact. e. Noise or vibration created by wind and by thermal and structural movements. f. Loosening or weakening of fasteners, attachments, and other components. g. Sealant failure. h. Failure of operating units. B. Delegated Design for interior storefront half wall: Design aluminum -framed systems, including comprehensive engineering analysis. C. Structural Loads: Tukwila City Hall 08411 - 1 Aluminum Framed Storefronts 1. Horizontal Loads: Horizontal loads shall be as imposed by code for guardrails as indicated in ICC 1607.7. D. Deflection of Framing Members: 1. Deflection Normal to Wall Plane: Limited to edge of glass in a direction perpendicular to glass plane shall not exceed L/175 of the glass edge length for each individual glazing lite or an amount that restricts edge deflection of individual glazing lites to 3/4 inch (19 mm), whichever is less. 2. Deflection Parallel to Glazing Plane: Limited to L/360 of clear span or 1/8 inch (3.2 mm), whichever is smaller. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for aluminum - framed systems. B. Shop Drawings: For aluminum -framed systems. Include plans, elevations, sections, details, and attachments to other work. C. Delegated -Design Submittal: For aluminum -framed systems indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified person responsible for their preparation. 1. Detail fabrication and assembly of aluminum -framed systems. 2. Include design calculations. D. Maintenance Data: For aluminum -framed systems to include in maintenance manuals. 1.5 QUALITY ASSURANCE A. Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation of units required for this Project. Product Options: Information on Drawings and in Specifications establishes requirements for systems' aesthetic effects and performance characteristics. Aesthetic effects are indicated by dimensions, arrangements, alignment, and profiles of components and assemblies as they relate to sightlines, to one another, and to adjoining construction. Performance characteristics are indicated by criteria subject to verification by one or more methods including preconstruction testing, field testing, and in-service performance. 1. Do not revise intended aesthetic effects, as judged solely by Architect, except with Architect's approval. C. Source Limitations for Aluminum -Framed Systems: Obtain from single source from single manufacturer. D. Structural -Sealant Glazing: Comply with ASTM C 1401, "Guide for Structural Sealant Glazing" for design and installation of structural -sealant -glazed systems. Tukwila City Hall 08411 - 2 Aluminum Framed Storefronts • E. Structural -Sealant Joints: Design reviewed and approved by structural -sealant manufacturer. 1.6 PROJECT CONDITIONS A. Field Measurements: Verify actual locations of structural supports for aluminum -framed systems by field measurements before fabrication and indicate measurements on Shop Drawings. B. Prior to commencing work: Prior to commencing work, the Contractor shall examine the existing conditions of the site. Commencement of any work of this section shall indicate acceptance of the existing conditions 1.7 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of aluminum -framed systems that do not comply with requirements or that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following: a. Structural failures including, but not limited to, excessive deflection & rocking. b. Adhesive or cohesive sealant failures. c. Failure of operating components. 2. Warranty Period: Two years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Arcadia, Inc. 2. EFCO Corporation. 3. Kawneer North America; an Alcoa company. 4. Leed Himmel Industries, Inc. 5. Tubelite. 6. United States Aluminum. 7. Vistawall Architectural Products; The Vistawall Group; a Bluescope Steel company. 2.2 MATERIALS A. Aluminum: Alloy and temper recommended by manufacturer for type of use and finish indicated. 1. Sheet and Plate: ASTM B 209 (ASTM B 209M). Tukwila City Hall 08411 - 3 Aluminum Framed Storefronts 2. Extruded Bars, Rods, Profiles, and Tubes: ASTM B 221 (ASTM B 221M). 3. Extruded Structural Pipe and Tubes: ASTM B 429. 4. Structural Profiles: ASTM B 308/B 308M. 5. Welding Rods and Bare Electrodes: AWS A5.10/A5.10M. B. Steel Reinforcement: Manufacturer's standard zinc -rich, corrosion -resistant primer, complying with SSPC-PS Guide No. 12.00; applied immediately after surface preparation and pretreatment. Select surface preparation methods according to recommendations in SSPC- SP COM and prepare surfaces according to applicable SSPC standard. 1. Structural Shapes, Plates, and Bars: ASTM A 36/A 36M. 2. Cold -Rolled Sheet and Strip: ASTM A 1008/A 1008M. 3. Hot -Rolled Sheet and Strip: ASTM A 1011/A 1011M. 2.3 FRAMING SYSTEMS A. Framing Members: Manufacturer's standard extruded -aluminum framing members of thickness required and reinforced as required to support imposed loads. B. Interior Partition: 1. Construction: Nonthermal. C. Brackets and Reinforcements: Manufacturer's standard high-strength aluminum with nonstaining, nonferrous shims for aligning system components. D. Fasteners and Accessories: Manufacturer's standard corrosion -resistant, nonstaining, nonbleeding fasteners and accessories compatible with adjacent materials. 1. Use self-locking devices where fasteners are subject to loosening or turning out from thermal and structural movements, wind loads, or vibration. 2. Reinforce members as required to receive fastener threads. 3. Use exposed fasteners with countersunk Phillips screw heads, finished to match framing system. E. Framing System Gaskets and Sealants: Manufacturer's standard, recommended by manufacturer for joint type. 2.4 GLAZING SYSTEMS A. Glazing: As specified in Division 8 Section "Glass & Glazing." B. Glazing Gaskets: Manufacturer's standard compression types; replaceable, molded or extruded, of profile and hardness required to maintain watertight seal. C. Spacers and Setting Blocks: Manufacturer's standard elastomeric type. D. Bond -Breaker Tape: Manufacturer's standard TFE-fluorocarbon or polyethylene material to which sealants will not develop adhesion. Tukwila City Hall 08411 - 4 Aluminum Framed Storefronts E. Glazing Sealants: For structural -sealant -glazed systems, as recommended by manufacturer for joint type, and as follows: 1. Structural Sealant: ASTM C 1184, single -component neutral -curing silicone formulation that is compatible with system components with which it comes in contact, specifically formulated and tested for use as structural sealant and approved by a structural -sealant manufacturer for use in aluminum -framed systems indicated. 2.5 ACCESSORY MATERIALS A. Joint Sealants: For installation at perimeter of aluminum -framed systems, as specified in Division 7 Section "Joint Sealants." 2.6 FABRICATION A. Form or extrude aluminum shapes before finishing. B. Weld in concealed locations to greatest extent possible to minimize distortion or discoloration of finish. Remove weld spatter and welding oxides from exposed surfaces by descaling or grinding. C. Framing Members, General: Fabricate components that, when assembled, have the following characteristics: 1. Profiles that are sharp, straight, and free of defects or deformations. 2. Accurately fitted joints with ends coped or mitered. 3. Means to drain water passing joints, condensation within framing members, and moisture migrating within the system to exterior. 4. Physical and thermal isolation of glazing from framing members. 5. Accommodations for thennal and mechanical movements of glazing and framing to maintain required glazing edge clearances. 6. Provisions for field replacement of glazing from interior. 7. Fasteners, anchors, and connection devices that are concealed from view to greatest extent possible. D. Mechanically Glazed Framing Members: Fabricate for flush glazing without projecting stops. 2.7 ALUMINUM FINISHES A. Bronze Anodized Finish PART 3 - EXECUTION 3.1 EXAMINATION A. Site Verification of Conditions: Verify substrate conditions (which have been previously installed under other sections) are acceptable for product installation in accordance with Tukwila City Hall 08411 - 5 Aluminum Framed Storefronts manufacturer's instructions. Verify openings are sized to receive curtain wall system and sill plate is level in accordance with manufacturer's acceptable tolerances. 1. Field Measurements: Verify actual measurements/openings by field measurements before fabrication; show recorded measurements on shop drawings. Coordinate field measure- ments, fabrication schedule with construction progress to avoid construction delays. 3.2 INSTALLATION A. General: 1. Comply with manufacturer's written instructions. 2. Do not install damaged components. 3. Fit joints to produce hairline joints free of burrs and distortion. 4. Rigidly secure nonmovement joints. 5. Install anchors with separators and isolators to prevent metal corrosion and electrolytic deterioration. 6. Seal joints watertight unless otherwise indicated. B. Metal Protection: 1. Where aluminum will contact dissimilar metals, protect against galvanic action by painting contact surfaces with primer or applying sealant or tape, or by installing nonconductive spacers as recommended by manufacturer for this purpose. 2. Where aluminum will contact concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint. C. Install components to drain water passing joints, condensation occurring within framing members, and moisture migrating within the system to exterior. D. Install components plumb and true in alignment with established lines and grades, and without warp or rack. E. Install glazing specified in Division 8 Section "Glazing." 1. Sealant Glazing: a. Prepare surfaces that will contact structural sealant according to sealant manufacturer's written instructions to ensure compatibility and adhesion. Preparation includes, but is not limited to, cleaning and priming surfaces. 3.3 ERECTION TOLERANCES A. Install aluminum -framed systems to comply with the following maximum erection tolerances: 1. Location and Plane: Limit variation from true location and plane to 1/8 inch in 12 feet (3 mm in 3.7 m); 1/4 inch (6 mm) over total length. 2. Alignment: a. Where surfaces abut in line, limit offset from true alignment to 1/16 inch (1.5 mm). Tukwila City Hall 08411 - 6 Aluminum Framed Storefronts b. Where surfaces meet at corners, limit offset from true alignment to 1/32 inch (0.8 mm). B. Diagonal Measurements: Limit difference between diagonal measurements to 1/8 inch (3 mm). END OF SECTION 08411 Tukwila City Hall 08411 - 7 Aluminum Framed Storefronts SECTION 08810 GLASS & GLAZING PART 1 - GENERAL 1.1 General: A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. B. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Glass & Glazing work as shown on the Drawings and as specified herein. C. Work Included: The work of this Section shall include, but is not limited to the following: 1. Glazing of Storefront framing half wall; D. Related Work Specified Elsewhere: 1. Storefront system, section 08411. 2. Sealants & Caulking, section 07900. 1.2 Submittals: A. Manufacturer's Data: For each specified glass type, submit three (3) copies of manufacturer's literature for infonnation purposes only. B. Substitutions & Product Options: In order to be considered, other manufacturers must provide the following information with request: 1. Manufacturer's pertinent literature including comprehensive, detailed description of products, fabrication, test results, etc. 2. Certified copies of test reports indicating that glass types have undergone and passed all tests required of each as stated in PART 2 PRODUCTS requirements set forth in this specification section. 1.3 Delivery, Storage and Handling: A. Delivery: Load products in such a manner that they may be transported and unloaded without being damaged. Deliver products to project site cartoned or crated to provide protection during transit and project site storage. B. Storage: Do not store products on or in the structure in a manner that might cause distortion or damage to the products or the supporting structures. Repair or replace damaged products or structures as directed. C. Markings: Insure that all glass products are tagged with markings which show proper installation locations. Tukwila City Hall 08810 - 1 Glass & Glazing D. Defective Products: Items found to be defective, either through manufacturing, transit damage, field installation, etc., shall be replaced within a three (3) week period. If necessary, special shipment and manufacturing arrangements shall be made to accomplish this requirement. 1.4 Quality Assurance: A. References, Codes and Standards: 1. "Glazing Manual," published in 1986 by the Flat Glass Marketing Association (FGMA). 2. "Safety Standards for Architectural Glazing Materials, " 16CFR 1201. 3. ASTM C 1036-91 (Formally DDG -451-D), "Standard Specification for Flat Glass". 4. ASTM C 1048-91 (Formally DDG -1403-B), "Heat -Treated Flat Glass". 5. ANSI Z97.1, Performance Specifications and Methods of Test for Transparent Safety Glazing Material Used in Buildings 6. ASTM F1233-93, Class I and II. 7. HPW-TP-0500.00, H.P. White Laboratories, Street, MD. B. Manufacturer's Technical Recommendations: 1. Perform glazing work in accordance with written recommendations from the glass manufacturer of glass fabricator and the "Glazing Manual" of the FGMA. 2. Certify glass compatibility with glazing materials (i.e. insulating glass sealants, structural sealants and silicones, gaskets, setting blocks, etc.) PART 2 - PRODUCTS 2.1 General: A. Manufacturer: 1. Glass shall be manufactured by one of the following, or approved equal: ASG Industries, Inc.; C -E Glass Division; Libby -Owens -Ford Co.; PPG Industries. 2.2 Materials: A. Glass Types: 1. Storefront glazing: Shall be 1/4" Tempered Safety Glass with square edges (Federal Specification DD -G -1403B and Federal Standard 16CFR 1201) as manufactured by ASG Industries, Inc., C -E Glass Div., Libby -Owens -Ford Co., PPG Industries, Inc. or approved equal. B. Glazing Materials: 1. Setting Blocks: Shall be .25" high 85 durometer neoprene, or approved equal. 2. Glazing Tape: Shall be Tremco 440 pre -shimmed glazing tape, or approved equal. 3. Glazing Gaskets: Shall be extruded, flexible PVC gaskets of the profiles shown, or as required for watertight construction; comply with ASTM D2287. Tukwila City Hall 08810 - 2 Glass & Glazing 4. Sealant: Shall be silicone construction sealant, General Electric series 1200, Dow Corning series 781, or approved equal. PART 3 - EXECUTION 3.1 Execution: A. Standards and Performance: 1. Each installation must withstand normal temperature changes, wind loading, impact loading without failure of any kind including loss or breakage of glass, failure of sealants or gaskets to remain watertight and air -tight, deterioration of glazing materials and other defects in the work. 2. Protect glass from edge damage at all times during handling, installation and operation of the building. 3. Glazing channel dimensions are intended to provide for necessary minimum bite on the glass, minimum edge clearance and adequate sealant thicknesses, with reasonable tolerances. The Glazier is responsible for field measuring and correct glass size for each opening, within the tolerances and necessary dimensions established. 4. Comply with combined recommendations of glass manufacturer and manufacturer of sealants and other materials used glazing, except where more stringent are shown or specified, and except where manufacturer's technical representatives direct otherwise. 5. Inspect each piece of glass immediately before installation, and eliminate any which have observable edge damage or face imperfections. 6. Inspect each piece of glass immediately before installation, and eliminate any which have observable edge damage or face imperfections. B. Preparation for Glazing: 1. Clean the glazing channel, or other framing members to receive glass, immediately before glazing. Remove coatings which are not firmly bonded to the substrate. Remove lacquer from metal surfaces wherever elastomeric sealants are used. 2. Apply primer or sealer to joint surfaces wherever recommended by sealant manufacturer. C. Glazing: 1. Install setting blocks of proper size at quarter points of sill rabbet. 2. Install glazing tape continuously around all edges of glass on both sides of glass, except where glazing gaskets are used. 3. Sealant: Apply sealant at all inside corners. D. Cure, Protection and Cleaning: 1. Cure glazing sealants and compounds in compliance with manufacturer's instructions and recommendations, to obtain high early bond strength, internal cohesive strength and surface durability. Tukwila City Hall 08810 - 3 Glass & Glazing 2. Remove and replace glass which is broken, chipped, cracked, abraded or damaged in other ways during the construction period, including natural causes, accidents, vandalism and theft. 3. Wash and polish glass on both faces not more than four (4) days prior to Owner's acceptance of the work in each area. END OF SECTION 08810 Tukwila City Hall 08810 - 4 Glass & Glazing SECTION 09651 RUBBER BASE & ACCESSORIES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Resilient wall base. 2. Transitions strips & thresholds. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. B. Samples for Verification: Full-size units of each color and pattern of base required. 1.4 QUALITY ASSURANCE A. Installer Qualifications: A qualified installer who employs workers for this Project who are competent in techniques required by manufacturer for floor covering installation and seaming method indicated. 1.5 DELIVERY, STORAGE, AND HANDLING A. Store resilient products and installation materials in dry spaces protected from the weather, with ambient temperatures maintained within range recommended by manufacturer, but not less than 50 deg F (10 deg C) or more than 90 deg F (32 deg C). Store tiles on flat surfaces. 1.6 PROJECT CONDITIONS A. Existing Conditions: Prior to installation, it is the installer's responsibility to inspect the conditions and to report, in writing, to the general contractor and the Architect of any conditions present that would bar the proper installation of the material. Tukwila City Hall Section 09651-1 Rubber Base & Accessories PART 2 - PRODUCTS 2.1 RESILIENT WALL BASE: Products to match existing in color and style. 2.2 RESILIENT MOLDING ACCESSORIES A. Description: Joiner for tile and carpet, thresholds. 1. Pemko (metal), Johnsonite or Roppe (rubber/vinyl), selected by the contractor and approved by the Architect. B. Resilient Wall Base Adhesives: Water-resistant type recommended by manufacturer to suit resilient products and substrate conditions indicated. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, with Installer present, for compliance with requirements for installation tolerances, moisture content, and other conditions affecting performance. 1. Verify that finishes of substrates comply with tolerances and other requirements specified in other Sections and that substrates are free of cracks, ridges, depressions, scale, and foreign deposits that might interfere with adhesion of resilient products. 2. Proceed with installation only after unsatisfactory conditions have been corrected. 3. Material Inspection: In accordance with manufacturer's installation requirements, visually inspect materials prior to installation. Material with visual defects shall not be installed. 3.2 PREPARATION A. Prepare substrates according to manufacturer's written recommendations to ensure adhesion of resilient products. 3.3 RESILIENT WALL BASE INSTALLATION A. Apply wall base to walls for areas that received new walls. Where a match of new to existing is not possible, remove existing base and apply new base along entire length of wall. B. Install wall base in lengths as long as practicable without gaps at seams and with tops of adjacent pieces aligned. C. Tightly adhere wall base to substrate throughout length of each piece, with base in continuous contact with horizontal and vertical substrates. Tukwila City Hall Section 09651-2 Rubber Base & Accessories 3.4 RESILIENT ACCESSORY INSTALLATION A. Resilient Molding Accessories: Butt to adjacent materials and tightly adhere to substrates throughout length of each piece. Install reducer strips at edges of floor coverings that would otherwise be exposed. END OF SECTION 09651 Tukwila City Hall Section 09651-3 Rubber Base & Accessories SECTION 09900 PAINTING PART 1 - GENERAL 1.1 GENERAL A. Related Documents: Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. B. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Painting work as shown on the Drawings and as specified herein. C. Work Included: The work of this Section shall include, but is not limited to the following: 1. New & adjacent existing wallboard walls as indicated on the drawings; 2. All new interior wood and trim; D. Work Excluded: The following is a list of the related items of work not included in the Section: 1. Existing doors & frames; 2. Cabinets. 1.2 QUALITY ASSURANCE: Preparation and application of materials shall be in strict accordance with the paint manufacturer's recommendations. Prior to beginning work, applicators shall provide to the Architect personal resumes indicating a minimum of 5 years of similar experience on similar projects. Provide 3 projects for review. 1.3 REFERENCES: Structural Steel Painting Council (SSPC) 1.4 DELIVERY STORAGE & HANDLING: Coordinate with the Architect specific areas for delivery & storage of all painting products. 1.5 ENVIRONMENTAL REQUIREMENTS: All painting product disposal shall be in strict accordance with local codes and federal regulations. PART 2 - PRODUCTS 2.1 GENERAL A. Submit complete color chips of all colors prior to ordering material, for approval and selection by the Architect. B. Touch-up factory finish paint on in-place building components to match original. 2.2 MATERIALS Tukwila City Hall 09900 - 1 Painting A. Paint for all surfaces: All paint, unless specified otherwise, shall be the standard product of one of the following manufacturers as indicated on the finish plans: Benjamin Moore E. I. Dupont Co. Sherwin-Williams Co. Ralph Lauren Rodda Paint Kelly Moore Daly B. Paints of other manufacturers or changes to the finish plans may be substituted only at the approval of the Architect prior to the bid. See drawings for paint schedule by manufacturer, color, finish, and location. 1. Interior GWB Walls: Interior Eggshell Latex to match existing wall. 2. Wood casing: Interior Stain & finish to match existing wood trim. C. Miscellaneous Materials: Miscellaneous materials such as linseed oil, thinners, turpentine driers, colors, paste fillers, etc., if any, shall be the product of the same manufacturer of the paint used for this project. Such materials as are not manufactured by the paint manufacturer shall be of the best grade available; approval for use of such materials must be obtained from the Architect before being used. D. Colors: Contractor shall closely match the existing color and for GWB, shall paint out a 24" x24" sample on the existing wall for Architect's approval. Allow 24 hours to dry and call for review. Do not continue with painting until approval by the Architect. For stain, submit sample of wood, stain and finish lacquer, properly dried, to verify snatch to existing. If rejected, contractor revised and re -submit until approved. PART 3 - EXECUTION 3.1 GENERAL A. All materials to be delivered to site in unopened containers bearing the manufacturer's label specifying the name and the quality, grade and description of the contents. The materials shall be applied in strict accordance with the manufacturer's directions, and they shall not be reduced or adulterated except as specified herein or directed and then only in accordance with the manufacturer's directions. B. Surface Preparation: 1. Wallboard: Shall have all cracks and holes or other imperfections filled with patching plaster or spackle, and smoothed off to match adjoining surfaces. All surfaces to receive paint shall be thoroughly dry before any sealer or paint is applied. 2. Wood: Shall be sanded and dusted clean. Screw holes, cracks, or other defects, shall be carefully plugged & puttied, and all edges & joints shall be caulked. 3.2 PAINT SCHEDULE Exact MDF thickness or rate of coverage shall be as indicated by the manufacturer of the selected product or as indicated below, whichever is greater, unless specifically allowed by the Architect. Surface Material Coverage Rate New Wallboard Paint PVA Primer & 2 Coats @ MDF 1.0 Mils each Tukwila City Hall 09900 - 2 Painting Existing Wallboard Interior Stained Wood: Paint Stain 3.3 MANUFACTURER'S INSTRUCTIONS 2 Coats @ MDF 1.0 Mils each 2 Coats & lacquer to match existing. A. Contractor shall comply with manufacturer's published instructions for surface preparation, application and product clean-up. 3.4 PROTECTION A. Take necessary precautions to protect this work and work of other trades. Furnish and place sufficient drop cloths to fully protect all parts of the work during execution of this contract. The Contractor shall be held fully responsible for paint droppings. Paint droppings shall be entirely removed, or damaged surfaces shall be repaired in a manner acceptable to the Architect. 3.5 COLORS A. Colors: Contractor shall closely match the existing color and for GWB, shall paint out a 24" x24" sample on the existing wall for Architect's approval. Allow 24 hours to dry and call for review. Do not continue with painting until approval by the Architect. For stain, submit sample of wood, stain and finish lacquer to verify proper match. 3.6 CLEANING A. All rubbish, waste or surplus materials shall be removed from time to time, and all woodwork, hardware, floors, or other adjacent work shall be cleaned up when so directed. B. All glass shall have all paint spots and brush marks removed, and upon completion of the painting work, shall be washed and polished, on both sides. All glass that is scratched or damaged by the painter's work shall be replaced as specified under the Glass & Glazing Section. C. Hardware and other unpainted metal surfaces shall be cleaned, using lacquer thinner or paint remover. No edged tools or abrasives will be permitted. The use of thinners and solvents on hardware or other finished materials shall be done with care so as to avoid possible damage or removal of protective coatings or finishes. 3.7 RIGHT OF REJECTION A. No work will be accepted which shows laps, stains, flat or glossy spots or imperfections in surface over which paint or other finish is applied. END OF SECTION Tukwila City Hall 09900 - 3 Painting SECTION 16001 ELECTRICAL DESIGN -BUILD REQUIREMENTS PART 1 — GENERAL 1.1 PURPOSE A. The purpose of this Section is to define the scope of work upon which the electrical design build contractor, hereafter known as Contractor, is to base his bid, to establish the design criteria to be used, and to define design submittals which will be required in the preparation and execution of the design. B. These specifications are divided into two parts. The first is a general narrative overview of the Design Build contractor's scope of work. The second is the technical specifications applying to the procurement, installation and testing of the electrical work. 1.2 RELATED DOCUMENTS A. All work performed shall comply with the requirements of General Conditions, Supplemental Conditions, Special Conditions and Division 1 — General Requirements, and shall include all electrical specification sections specified herein. B. All other project documents (Architectural, Structural, Electrical and Telecommunications) shall be considered as part of the conditions for work. 1.3 DESIGN BUILD NARRATIVE SUMMARY A. The Contractor is responsible for design and preparation of construction documents and shall identify all such work in the process of design and preparation of construction documents. Where more than one requirement is given for the same or similar items of work and performance, provide the greater requirement as determined solely by the Owner's Representative. Provide all the required elements to complete the work at no additional cost to the Owner. B. Provide all labor, materials, tools, instructions, data, testing/test results, reports, spare parts, equipment and design services required to design, construct and install completely functional lighting, power and signal systems in accordance with the Contract Documents. C. Provide any apparatus, appliance, material or work no identified in the design criteria and other attachments by mentioned in the specifications and vice versa, and necessary to make the work complete in all respects, ready for operation, and to perform in the manner indicated. Even if not particularly specified, these items shall be incorporated in the Tukwila City Hall 00010 - 1 Elec. Design -Build Requirements design, furnished, and installed by the Contractor without additional expense to the Owner. D. The Owner and Architect reserves the right to make reasonable changes in device and equipment locations shown on the Contractor's documents, prior to rough -in, without extra cost. "Reasonable change" means any change of up to 5 feet from the locations indicated. Changes shall be incorporated into the Contractor's documents. E. Design Work Furnished Under Contractor's scope of work: provide the following engineering and design documentation services: 1. Calculations prepared by the Contractor. 2. Panelboard Schedules: The Contractor shall forward, in a timely manner and at required intervals, all mark-ups of panel, distribution panel and motor control schedule to the Engineer for updating and verification of loads and equipment loading. The Contractor shall connect loads in such a manner to maintain balanced loading across all three electrical phases in each piece of equipment. 3. Electrical Devices: Provide drawings showing circuiting, circuit designations and homeruns to all devices shown on Architect's floor plans. Contractor to determine sizing of branch circuit conduits, circuit breakers and load on circuits per design guidelines included herein. Devices shall be added by the Contractor where required by code. 1.4 COORDINATION A. Perform all necessary work to join with or receive work of other trades. B. Coordinate the work with all trades to provide adequate clearance and eliminate conflicts. C. Consider all available documents (Architectural, Structural, Electrical and Telecommunications), both new and existing as part of the conditions for work. Exact routings of conductors and locations of devices and equipment are governed by these conditions. Should conditions develop that render original locations unsuitable, call attention to this fact to the Architect and obtain approval for an alternate method before proceeding with the work. 1.5 DESIGN BUILD DOCUMENT REQUIREMENTS A. General: Coordinate with Owner and other trades to take into account location and height of equipment that may interfere with other devices. Contractor assumes all responsibility to provide a completely compliant system. B. Design Submittals: Provide design shop drawings, calculations, progress drawings, product literature, etc. as required to demonstrate progress and content of the design per Architect's and Owner's requirements. Tukwila City Hall 00010 - 2 Elec. Design -Build Requirements 1.6 SUBMITTALS A. General: Submittals processed by the Architect/Owner are not cause for extra claims nor do they represent a change in the Contract Documents. Submittals not conforming to the requirements described herein will not be accepted by the Architect and will be returned without review. Such action shall not be cause for extra claims against the Owner, Architect or Engineer, or project delays. Consult with the Architect and obtain approval for any deviations prior to submissions. B. Purpose: Contractor demonstrates to the Owner his understanding of the Project Requirements and design concept by preparing complete design drawings, indicating which material he intends to furnish and install, and by detailing fabrication and installation methods he intends to use. Intention of using exactly the materials specified does not relieve Contractor of obligation of submitting design/shop drawings and product literature. The proposed equipment shall be subject to the approval of the Engineer and no equipment shall be ordered or installed on the premises without that approval. C. Identification: Include project name, both Contractor and electrical installer names, address, telephone numbers and contact persons. Clearly mark all submittals to indicate service of the material. D. Submittal Items: Submit the following according to Condition of Contract and Division 1 Specification Sections: 1. Product Literature: Submit manufacturer's descriptive literature and catalog cuts of all products used including, but not limited to, equipment, devices, cables, connectors, fittings, switches, etc. Where more than one product is represented, clearly identify those products which the Contractor intends to furnish on this project. Up to 11" x 17" size sheets may be submitted. Include, for all system components, dimensioned plans and elevations showing minimum clearances and installed features and devices. Provide electrical characteristics and connection requirements. E. Operating and Maintenance Manuals: Submit two bound copies within 30 days of final acceptance testing: testing, repair, trouble shooting and recommended maintenance intervals. Wiring diagrams indicating internal wiring for each item of equipment and the interconnections with terminal identification. Submit 3 -ring binders. F. Binders: Bind product literature and small shop drawings in three-ring ("D" ring style) note book(s) initially not over 50% full. Order and tab index products by Specification subsection names. Allow space and index binders of stragglers and small shop drawings. G. Submittal Dates: Submit, within time allocated in the construction schedule, after written Notice of Award, all required submittal materials, according to conditions of Contract and Division 1 Specifications Sections. Tukwila City Hall 00010 - 3 Elec. Design -Build Requirements H. Samples & Demonstrations: At the Owner's option samples may be requested and demonstrations required to be performed in order to gain approval of materials and methods proposed to meet the requirements of the Contract Documents. I. Record Drawings: Provide one "red -lined" drawing to represent the "as -built" conditions, noting all circuit revisions. 1.7 PERMITS A. Give all necessary notices, obtain all permits as Owner has paid all government taxes, fees and other costs in connection with this work. Obtain all required certificates of inspection of the work and deliver same to the Architect at the time of Substantial Completion and before request for final payment. 1.8 BASE PRICE A. The base price shall include all design services, material/equipment and labor for entire building and site as described in these specifications and accompanying drawings. 1.9 DESIGN AND PERFORMANCE GUIDELINES A. Systems 1. Refer to respective specification sections for specific design guidelines. B. Distribution: 1. Standard conduit and wiring practices shall be used to provide power to all devices and equipment from electrical distribution equipment. C. Miscellaneous Power Requirements: 1. In addition to convenience outlets, provide power connection for miscellaneous equipment including, but not limited to: a. As shown or noted on mechanical and architectural drawings and specifications. D. Convenience and Workstation Receptacles 1. Provide convenience receptacles throughout penthouse mechanical room and within 25'-0" per code to allow proper servicing of all equipment. 2. Maximum number of convenience receptacles on one circuit are as follows: a. Four receptacles where the receptacles serve small, low amperage electronic equipment. Provide dedicated circuits as required based on a maximum of 12 amp circuit loading per 20 amp, 1 pole circuit breaker. b. A maximum of two workstations per 20 amp, 1 pole circuit breakers. c. Six receptacles per 20 amp, 1 pole circuit breaker, where the receptacles serve non -electronic equipment such as receptacles in corridors, mechanical rooms and around exterior of building. E. Conduit Fill/Homeruns Tukwila City Hall 00010 - 4 Elec. Design -Build Requirements 1. A maximum of six 20 amp, 1 pole circuit breaker circuits shall be combined in one conduit. 2. Provide dedicated conduits for all three-phase loads served by circuit breakers larger than 20 amps. 3. Minimum conduit homerun size shall be 0.75" or per code whichever is larger. F. Telecommunications Systems: Provide boxes and conduit as indicated on the drawings for new cable and termination by Owner. 1.10 CONSTRUCTION SITE DOCUMENTS A. Maintain at least one complete set of construction documents at the project site for the exclusive use of recording "as -built" conditions. Neatly over -mark prints in distinctive pencil colors to record progress and "as -built" conditions (see Record Drawings). Mark or directly attach all addenda, clarifications, administrative memoranda, etc. pertaining to, or otherwise affecting, execution of the work. B. Maintain a complete set of approved submittals, kept current and in proper order in the binder(s) as specified, at the job site. Also, maintain complete and current copies of approved submittals by other Divisions and Contracts where pertinent to the proper execution of FA/LS work. END OF SECTION Tukwila City Hall 00010 - 5 Elec. Design -Build Requirements 09-03-2013 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director BOB GIBERSON 6300 SOUTHCENTER BL, SUITE 100 TUKWILA WA 98188 RE: Permit No. D13-075 CITY OF TUKWILA - MAYOR'S OFFICE 6200 SOUTHCENTER BL TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Intemational Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/09/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/09/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D13-075 6300 Southcenter Boulevard, Suite # 100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fay 206-431-3665 • • PACJ[FIIC 'OWN M LIMITED ASBESTOS SURVEY Tukwila City Hall 6200 Southcenter Parkway Tukwila WA 98188 PacRim Project # 14862 .19 On March 8, 2013 Todd P. Carter of Pacific Rim Environmental, Inc. (PacRim) responded to your .request for inspection and testing of suspect asbestos -containing materials at the Tukwila City Hall building located at 6200 Southcenter Boulevard in Tukwila, Washington. The scope of work was limited to interior gypsum wallboard and associated joint compound, vinyl cove base and associated mastic that will be disturbed during the installation of a door. Mr. Carter is an AI-IERA accredited building inspector, and. the PacRim asbestos analytical laboratory is accredited by the National Voluntary Laboratory Accreditation Program (See Attachments). This survey is not intended for, nor should be used as a design specification. The Asbestos in Schools Hazard Amendment and Reauthorization Act (ASHARA), effective November 20, 1990, expanded accreditation requirements to apply to persons who work with asbestos in public and .commercial buildings as well as schools. Specifically, ASHARA expanded the Toxic Substances Control Act (TSCA) Section 206 (a) (1) and (3) to require accreditation for any person who designs or conducts a response action with respect to friable ACM in a building. TSCA Section 207 provides for civil penalties of $5,000 for each day of a violation for not employing accredited individuals to design and conduct response actions. Sampling of suspect asbestos -containing materials was conducted as prescribed in 40 CFR 763.86. Suspect asbestos -containing materials within the structure were identified and classified as a surfacing material, thermal system insulation, or miscellaneous materials. 'Surfacing materials are those, which are either spray applied or troweled -on for acoustical, decorative, or fireproofing purposes. Thermal system insulation (TSI) is insulation used to inhibit heat transfer or to prevent condensation on pipes, boilers, tanks, ducts and various other components. Miscellaneous materials includeall other materials not included in the above categories such as floor tile, ceiling tile, roofing felt, cementitious materials, wallboard systems and products such as caulkings, mastics and putties. A total of four (4) samples were collected and submitted for PLM laboratory analysis. None (0) of the samples were found to contain greater than 1% asbestos. Bulk samples collected were submitted for sample analysis in accordance with method EPA -600/R-93/116: "Method for the Determination of Asbestos in Bulk building Materials". Analyses were performed in Pacific Rim Environinental Inc.'s NVLAP Accredited Laboratory (Lab Code 101631-0). Materials are positive for asbestos if they are found to contain greater than 1% or 1% asbestos. RECEIVED CITY OF TUKWILA MAR 1 8 21313 PERMIT CENTER wfw.w.pacriinenv.com Phone: (206) 244-8965 PacRim # 14862 CORRECTION L'662#� 6.510 Southcntcr Blvd., Ste. 114 Seattle, WA 98188 1-7%--11 7 c Fax: (206) 244-9096 The following are the tabulated analytical results. Project ID Sample # Sample Location AHERA Category Sample Description Asbestos Type /Percentage 14862 1 Corridor Wall Surf. GWB and joint compound None Detected 14862 2 Corridor Wall Surf. GWB and joint compound None Detected 14862 3 Corridor Wall Surf. GWB and joint compound None Detected 14862 4 Corridor Floor Misc. Cove Base Mastic None Detected If you have any questions regarding this inspection, please do not hesitate to contact our office at (206) 244-8965. Todd P. Carter Operations Manager Pacific Rim Environmental, Inc. PacRim # 14362 2 • BULK SAMPLE ANALYSIS REPORT PAC!nC (.)N E1\'TA S BULK SAMPLE ANALYSIS REPORT CLIENT: City of Tukwila Public Works Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 PROJECT: Mayor Office TI 6200 Southcenter Blvd. SAMPLE DATE: 3/8/2013 CONTACT: Bob Giberson PACRIM # REPORT # : DATE RECEIVED : ANALYST : DATE ANALYZED : REPORT BY : REPORT DATE : TURNAROUND: PAGE: 14862 2013-3-0094 3/12/2013 William F. Gotloway 3/15/2013 Sarah Kreiner 3/15/2013 3 Days 1 of 2 Attached are the results of analysis of 4 bulk samples submitted for asbestos identification: Lab ID #2013-03-0094 through 2013-03-0097. Samples were analyzed in accordance with method EPA -600/R-93/116: "Method for the Determination of Asbestos in Bulk Building Materials". Unless otherwise noted, samples were inhomogeneous; subsamples of components were analyzed to achieve representative analysis. Separate layers of layered samples are analyzed and reported separately. Unless otherwise stated, asbestos content was quantified by calibrated visual estimation (CVES). CVES concentrations are reported in 2 to 3 percent ranges for fiber concentrations ranging from 1-10%, and 5 percent ranges for concentrations greater than 10%. Samples in which asbestos was not observed are reported as "none detected". Limitations and Uncertainty: Factors such as sample quality, sample size, interfering matrix material, fiber size, and fiber concentration contribute to the uncertainty of asbestos concentration measurements in bulk materials. Relative errors exceeding 100% may occur in samples containing <1-10% asbestos. Relative errors are typically below 30% in samples with greater than 10% asbestos, and approach zero as the asbestos concentration approaches 100%. Asbestos fibers with diameters below approximately 0.25 micrometers are not detectable by PLM. These extremely fine fibers may occur in such products as floor tile, adhesives, and cement products. This limitation can be overcome, however, by the use of alternate analytical methods, such as Transmission Electron Microscopy (TEM). This report cannot be represented by the client to claim product endorsement by NVLAP or any agency of the U.S. Government. Test results pertain only to the samples submitted for analysis. This report shall not be reproduced except in full without written permission of the laboratory. NVLAP Accredited LAB #: 101631-0 Reports Samples submitted by: PacRim Reviewed By: Approv: •'S!p,i atory 6510 Southcenter Blvd., Ste. 114 vV'v v.t,acriinenv.com Phone: (206) 244-8965 Seattle, WA 98188 Fax: (206) 244-9096 Pacific Rim Environmental, Inc. BULK SAMPLE ANALYSIS REPORT CLIENT: City of Tukwila Public Works Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 PROJECT: Mayor Office TI 6200 Southcenter Blvd. SAMPLE DATE: 3/8/2013 CONTACT: Bob Giberson PACRIM # : REPORT # : DATE RECEIVED : ANALYST : DATE ANALYZED : REPORT BY : REPORT DATE : TURNAROUND: PAGE: 14862 2013-3-0094 3/12/2013 William F. Golloway 3/15/2013 Sarah Kreiner 3/15/2013 3 Days 2 of 2 Client/Lab ID Number Sample Location and Description Asbestos Type(s) / % Other Material(s) Date Analyzed 1 2013-03-0094 Hallway wall (GWB tape and joint compound). Layer 1 (Mud with paper): None Detected Layer 1: Cellulose (10-15%), Binder, Mineral Aggregate, Paint. 3/15/13 Light grey -painted, Layer 2 (Drywall): white, chalky mud with white paper (layer 1) on white, chalky drywall with brown paper (layer None Detected Layer 2: Cellulose (1-3%), Fiberglass (3-5%), Gypsum, Mineral Aggregate, Binder. 2). 2 2013-03-0095 Hallway wall (GWB tape and joint compound). Layer 1 (Mud with paper): None Detected Layer 1: Cellulose (10-15%), Binder, Mineral Aggregate, Paint. 3/15/13 Light grey -painted, Layer 2 (Drywall): white, chalky mud with white paper (layer 1) on white, chalky drywall with brown paper (layer None Detected Layer 2: Cellulose (1-3%), Fiberglass (3-5%), Gypsum, Mineral Aggregate, Binder. 2). 3 2013-03-0096 Hallway wall (GWB tape and joint compound). Layer 1 (Mud with paper): None Detected Layer 1: Cellulose (10-15%), Binder, Mineral Aggregate, Paint. 3/15/13 Light grey -painted, Layer 2 (Drywall): white, chalky mud with white paper (layer 1) on white, chalky drywall with brown paper (layer None Detected Layer 2: Cellulose (5-7%), Fiberglass (3-5%), Gypsum, Mineral Aggregate, Binder. 2). 4 Hallway Floor (Cove base and mastic). Layer 1 (Mastic): None Detected Layer 1: Cellulose (<1%), Adhesive, Mineral 3/15/13 2013-03-0097 Aggregate. White mastic (layer 1) on Layer 2 (Mastic): brown mastic (layer 2). None Detected Layer 2: Cellulose (<1%), Adhesive, Mineral Aggregate. This report shall not be reproduced, except in full, without written permission of the Pacific Rim Environmental, Inc. Laboratory, TECHNICIAN / LABORATORY CERTIFICATIONS has satisfactorily completed 4 hours of refresher training as an to comply with the training requirements of TSCA Title II / 40 CFR 763 (AHERA) Instructor EPA Provider Cert. Number: 1085 Date(s) of Training Exam Score: NA Expiration Date: May 23, 2013 Argus Pacific, Inc. • 1900 W. Nickerson, Suite 315 • Seattle, Washington • 98119 • 206.285.3373 • fax 206.285.3927 �.._,t .... dij 2 ...: . .. t3 :........... _ _ .. .... . .. �. .�•:..- �, : �... .. ..:.::•.•::..:::.__.,.,,..:::...._...:.... ;..025:2005..::: Tins �aborato • �:rs accredi#ed in accordance�:vvrfti fhe .rec nrzet! lr>teniatranal:Starrdard 1S0/lEC ..� ,. _ _.. h :.. .:_.. .,..:,.. P.......::.. .....::Op rs.accredrtatio>? demonstrates techr�ual,competence for a rlefinec� sca a ;and :#hea erat�v>r.ofa laboratory qual mariagement:system (referp joint ($0-1L.AC-1AF=Commuirrnque dated:danirery:20©9).: ational :Voluntary aboratory Accreditation ':Progra COPE 01? ED ACCRiTATI0N TO LSO/IEC 17025:2005 Pacific. Rim Enyironiuental, Inc 6510 Southcenter -Boulevard,3 Suite 414 Tukwila,` WA 98188 . Mi William F, `Golloway Phone 206-244.8965 Fax 206.244-9096: E -Mail; 'fgolloway@pucrimenv com BULKASl3ES1OS FIBER ANALYSIS (PLM) 17L413 LAB. CODE :101631-( 1WLAP Code De,igrilitiuri /Descrlptioit 18/A01 EPA 600/M4 82 020::Interirn Method for: theDetermination of Asbestos in Bulk Insulation,.: Samples EPA 6001R-93/1.16: Method foi the Determination of Asbestos in Bulk Building Materials• ''For The NatlorialJn tilute of Standards and "Technology NVIAP-o1$ (REV. 2005 05 19) March 12, 2013 11110 City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Bob Giberson City of Tukwila, Public Works 6300 Southcenter Blvd, Ste 100 Tukwila, WA 98188 RE: Correction Letter #1 Development Permit Application Number D13-075 City of Tukwila Mayor's Office — 6200 Southcenter BI Dear Mr. Giberson, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433-7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions -must be made -in-person and will not be - accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431-3670. File No. D13-075 W:IPermit CenterlCorrection Letters120131D13-075 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: March 12, 2013 Project Name: City of Tukwila - Mayor's Office Permit #: D13-075 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized fornat with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. The reduced plan sheet is not to scale and makes it difficult to show with sufficient clarity the scope of work. Provide a full size plan sheet drawn to scale that shows sufficient clarity of the proposed work. (IBC 107.2.1) 2. In reference to the demo work indicated, provide a note on the plan: "Contractors shall provide documentation that an "asbestos survey" has been completed. If needed, abatement procedures per "Puget Sound Clean Air Agency" shall be completed and documentation of compliance shall be provided at time of final inspection." Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. • PERMIT CO ED Y PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-075 DATE: 03-18-13 PROJECT NAME: CITY OF TUKWILA - MAYOR'S OFFICE SITE ADDRESS: 6200 SOUTHCENTER BL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: IP(Hi *kil/ BGiting Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 03-19-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: I�I Please Route XI Structural Review Required I I No further Review Required 111 REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 04-16-13 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 COIQD C® PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-075 PROJECT NAME: CITY OF TUKWILA - MAYOR'S OFFICE SITE ADDRESS: 6200 SOUTHCENTER BL Response to Incomplete Letter # Revision # After Permit Issued X Original Plan Submittal Response to Correction Letter # DEPAR MENT : lig Bui ivSion FaIiic Works 11) Fire Prevention ig Structural Planning Division Permit Coordinator III DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 03-07-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04-04-13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) yiNotation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg .\ Fire 0 Ping ❑ PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 City of Tukwila REVISION, SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 111 Plan Check/Permit Number: D13-075 Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: City of Tukwila Mayor's Office Project Address: 6200 Southcenter B1 Contact Person: CO Summary of Revision: 30 G( Phone Number: )010 - 3 t 2-4E-7 l 1 J`, (/`( cott/ I J av L-/ MA7 �-� /�-� g sof _C(47-7 RECEIVED CITY OF TUKWILA MAR 1 8 2013 R Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: entered in Permits Plus on 3 �— C:\Users\jennifer-m\Desktop\Revision Submittal Form.doc Revised: May 2011 Contractors or Tradespeople P,nter Friendly Page 1 General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name COBRA CONSTRUCTION COMPANY UBI No. 600173314 Phone 4252583667 Status Active Address Po Box 1299 License No. COBRACC240BZ Suite/Apt. License Type Construction Contractor City Everett Effective Date 1/9/1976 State WA Expiration Date 1/23/2015 Zip 982061299 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date WALKLEY, JACK E 01/01/1980 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 9 American Contractors Indem CO 100104888 01/01/2010 Until Cancelled $6,000.00 SNOHOMISH S12,000.0001/05/2010 Date: 8 INSURANCE CO OF THE WEST 2170801 01/01/2006 Until Cancelled 01/01/2010 $12,000.00 11/09/2005 Assignment of Savings Information Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 1 3/13/1996 1/20/2000 Bond 03/15/2014 $6,000.00 SNOHOMISH Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 25 First Mercury Ins Co WACGL00000075501 03/15/2013 03/15/2014 11-2-10583-9 SNOHOMISH $1,000,000.0003/19/2013 Date: 24 First Mercury Ins Co FMWA001205 03/15/2010 03/15/2014 $1,000,000.0002/22/2013 23 FIRST MERCURY INS CO FMWA000081 03/15/2008 03/15/2010 $1,000,000.0003/10/2009 22 FIRST MERCURY INS CO FMFL002425 01/15/2008 01/15/2009 $1,000,000.00 01/09/2008 FIR21 NSST MERCURY I FMFL001480 01/15/2007 01/15/2008 $1,000,000.00 01/02/2007 Summons/Complaint Information Cause County Complaint Judgment Status Payment Paid By 11-2-14030-0SEA GTS DRYWALL SUPPLY CO InterPlead: No KING Date: 04/19/2011 Amount: $2,027.76 Bond(s): 100104888 Date: Amount: $0.00 Dismissed Date: Amount: 11-2-10583-9 SNOHOMISH Date: 01/17/2012 Date: Open Date: https://fortress.wa.gov/lni/bbip/Print.aspx 04/12/2013 PROVIDE TOP STIFFENER IF REQUI'',ED FOR LATERAL SUPPORT (CONTRA*. TOR DEFERRED DESIGNED) NEW STOREFRONT HALF WALL MOUNTED ON TOP OF EX CABINET. CONTRACTOR TO PROVIDE DEFERRED DESIGN FOR LATERAL STABILITY FOR NEW STOREFRONT PROVIDE 411 CLEAR TEMPERED GLAZING IN KAWNEER TRI -FAB 450, DARK BRONZE ANODIZED OR APPROVED EQUAL. INSET FROM EDGE OF COUNTERTOP 1" EX CABINET TO REMAIN SECTION 47 CABINET STOREFRONT HALF WALL 1I� GENERAL SCOPE OF WORK DESCRIPTION SCOPE OF WORK SHALL INCLUDE ALL WORK INDICATED ON THESE DRAWINGS 4 SPECIFICATIONS AS PROVIDED BY OWNER, AND AS REQUIRED FOR A COMPLETE 4 FUNCTIONING PROJECT, INCLUDING BUT NOT LIMITED TO: RELOCATION OF KITCHEN DOOR FROM WEST WALL TO NORTH WALL 4 INFILL OF EXISTING WALLS, MATCHING PAINT AND TRIM OF PATCH. 2. PROVIDE (FURNISH AND INSTALL) NEW STOREFRONT GLAZING FOR NEW HALF WALL OVER EXISTING CABINET AS SHOWN. PROVIDE DEFERRED DESIGN ON LATERAL STABILITY OF NEW STOREFRONT PER CODE. 3. BIDDER DESIGN ELECTRICAL WORK AS SHOWN AND AS REQUIRED TO MAINTAIN EXISTING CIRCUITRY, INCLUDING CIRCUITRY* TIE TO EXISTING. PROVIDING BOXES AND MINIMAL CONDUIT ONLY FOR DATA 4. RECONFIGURATION OF EXISTING FABRIC PANELS AS 51-10U1'4. 5. OTHER WORK AS INDICATED. UJORK NOT INCLUDED i. PAYING FOR BUILDING OR ELECTRICAL PERMIT. CONTRACTOR 51-1ALL PICK UP 4 SIGN FOR PERMITS. 2. DATA CABLING (BY CITY) NOTES 1. CONTRACTOR 51-1ALL TAKE APPROPRIATE STEPS TO ELIMINATE DUST FROM REACHING OCCUPIED WORK AREAS AS THE BUILDING WILL BE OCCUPIED DURING CONSTRUCTION. CONSTRUCT DUST AND SAFETY BARRIERS. 2. ALL EXIST PATHWAYS SHALL BE LEFT UNOBSTRUCTED AND AVAILABLE FOR SAFE PASSAGE IN AN EMERGENCY. 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. BEGINNING ANY PORTION OF THE CONSTRUCTION WORK INDICATES ACCEPTANCE OF THE EXISTING CONDITIONS. 4. ALL WORK 51-IALL CONFORM TO THE 2009 IBC AS MODIFIED BY THE STATE. 5. CONTRACTOR 51-1ALL CLEAN THE SITE AND SHALL REMOVE DEBRIS ON A CONTINUAL BASIS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR INSPECTIONS ASSOCIATED WITH THE PERMIT. SAFETY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL REQUIRED AND PRUDENT SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES AND PROCEDUES REQUIRED TO PERFORM THE WORK LEG ENID yyE YY y E E NEW 354" INTERIOR WALL CONSTRUCTION: MATCH EXISTING WIDTH 4 TYPE. EX. CONSTRUCTION IS 2x4 WOOD STUDS WITH ply" TYPE X GWB ON EA. SIDE NEW 6" INTERIOR WALL CONSTRUCTION: MATCH EXISTING WIDTH 4 TYPE. ASSUMED CONSTRUCTION 15 2x6 WOOD STUDS m 16"o.c. w/ 4 NO TYPE X GWB ON EA. SIDE. PROVIDE R-11 INSULATION FOR SOUND. EX. DOOR TO BE RELOCATED EXISTING ELECTRICAL/DATA TO REMAIN EXISTING ELECTRICAL/DATA TO BE REMOVED. PROVIDE BLANK FLOOR PLATE TO COVER OLD OPENING SIMILAR TO EX. NEW DATA 4/OR POWER WALL OUTLETS TO MATCH EXISTING. PROVIDE DOUBLE DEEP BOX FOR DATA WITH 3/4" CONDUIT THROUGH FLOOR BELOW FOR DATA CONNECTIONS BY OTHERS. PAINT ENTIRE WALL LENGTH FROM POINT A TO POINT B 4 VERTICALLY FROM BASE TO TRIM AT APPROX 8' HIGH PARKING LOT ±131-10" EXTERIOR ENTRANCE REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 7 2013 City of TTu�wiia BUILDING'D1VISION NORTHEAST BUILDING CORNER PROVI� HALF HIGH 24" PANEL 0 C TER TO PROVIDE PRIVA WORKS OPEN NORTH HALLWAY TOP OF Y FOR TA ONI NEW 42" HIGH GLASS STO - FRONT HALF WALL MOUNTED ON TOP OF EX 42" HIGH C • BINET. RELOCATE DOOR, FRAME (WDxWD) 4 HARDWARE TO THIS LOCATION. CONTRACTOR TO RELOCATE DUPLEX OUTLET 24" EAST AND RELOCATE TWO EXISTING 1" ELECTRICAL CONDUITS IN NEW DOOR OPENING. PROVIDE NEW PEMKO THRESHOLD TO COVER FLOORING GAP. PROVIDE NEW 2x3 H55 'LUMN OR TIFFENER AT CABINET END IF REQUI FOR L • TERAL STABILITY. CONTRACT°- 51=0 -ISLE FOR DEFERRED ENGINEERI ESIGN •R LATERAL STABILITY. BOLT To FLOOR CABINET END AS REQUIRED. SUR-'•, O WIT STOREFRONT. CONTRACTOR MAY ' POSE ALTERNATE MEANS OF LATERAL SUPP•• -T. IF BOLTING TO THE FLOOR, ALIG H TRANSITION STRIP AND ALTER FLOORING REQUIRED. ALL BOLTS MUST BE COVERED STOREFRONT AND MAY NOT IMPEDE 36" WIDE ADA CLEARANCE TO ADJACENT COUNTER PROVIDE FILLER AT TOE KICK IF BOLTING TO THE FLOOR I::XISTING COUNTER PRVIDE ANCHORAGE TO EX. WAL TO PROVIDE SUFFICIENT 441‘LAT=RAL SUPPORT FOR NEW `STO,- FRONT. NOTE THAT EXISTING POCKET V PR WILL ONLY ALLOW ANCHORAGE `'_OVE 88". e ‘111 7-1 EXISTINGI;�/ TRICAL 4 DATA T. REMAIN WORKSTATION WORKSTATION 2 NEW POWER 4 DATA OUTLET IN EXISTING TOE KICK FOR DATA, PROVIDE DOUBLE DEEP WALL BOX AND i" CONDUIT 12" DOUJN TO CEILING SPACE BELOW WITH PULL STRING FOR DATA CABLES BY OTHERS. REMOVE EXISTING DATA* ELECTRICAL MONUMENT 4 PROVIDE BLANK FLOOR PLATE TO COVER, 3 PLACES THIS WORKSTATIONS. OFFICE AREA B / DEMO FOR NEW OPENING AS TIGHT AS i--- POSSIBLE. IF ADDITIONAL WALL DEMO 15 REQUIRED, REPAIR GWB AN2 PAINT ENTIRE WALL LENG B0T1-1-.5IDES, TO MATCH EXISTING COLOR EAST HALL C3D WORK RM JANITOR INFILL WALL TC EXISTING. PAIN PROVIDE BAS! EXISTING, BOTF WORKSTATION PANELS: LAYOUT 4 CONFIGURATION OF EXISTING FAB FREESTANDING PANELS FROM EXISTING (NOT 51-1OWN). CONTRACTOR SHALL REVIEW CONDITIONS AND CONFIRM PANEL COUNT A FOR PROPOSED LAYOUT. OWNER HAS ADDIT PANELS IN STORAGE IF REQUIRED 4 WILL PROVIDE TECHNICAL ASSISTANCE IN PANEL INSTALLATION,;\ ICATES NEW COVERED ID ITIONS E>(ISTING YPE L CASE OLD OPENING WITH 1x6 4 Ix2 EACH SIDE, STAIN 4 FINISH TO MATCH EXISTING RECEPTIO REL.: 'CATE EX. WOI DOGE TO NORTH I PRO"IDE NEW TRIi` OPENING PER DET L. 15 SECTION AT OLD CD OOH' OFEN INC 111/211. 11-0" REMOVE EXISTING ELECTRICAL MONUMENT 4 PROVIDE BLANK FLOOR PLATE TO COVER PAINT ENTIRE WALL LENGTH F POINT A TO POINT B 4 TICALLY FROM BASE TO IM AT APPROX 8' HIGH KITCHEN WAITING CITY MANAGER'S OFFICE MAYOR'S OFFICE OFFICE SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Al Gas Pim City of Tukwila BUILDING DIVISION REVISION'S No changes shall hn .- lade to the scope of work withou': ar approval of Tukwila Eit;ii ,g Division. NOTE: Revisions will rc';e a new plan submittal and may include add tk :gal plan review fees. j PAIRTI4L L4,11. 11-011 FLOOR FLAN DAVID A. CLARK ARCHITECTS, PLLC 331 AU Iv e1 253 351-8877 rkArchitects.com ACA. ALL RIGHTS RESERVED CONSULTANT OWNER City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 PROJECT Mayor's Office TI Tukwila City Hall 6200 Southcenter Blvd Tukwila, WA 98188 JOB NUMBER 1612 DRAWN BY SB CHECKED BY DAC ,TAT -.DRAWING C9F.A7 Fr) October 2, f • 2 CURRENT DRAWING DATE February 27, 2013 REVISIONS Sr PRINT ISSUE DATES FILE COPY Permit No. P7) -- VI Plan review approval is subject to errors and omissions. Approval of construction documents does no tic Diodon of any adopted code or ordinanc of approved Field Copy and conditions is acknowledged: 11//..211,ev3 aunts ::e . Receipt CORRECTION City Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 8 2013 'ERM!T CENTER 07 s 4937 REGISTERED ARCHITECT Digitally signed by Day A. Clark DN: m=David A. Clark, =David A. Clark Architects, PLLC, ou, email=dclark@clarkarchitects.co m,C=US Date: 2013.02.27 1019:57 -08'00 DAVID A. CLARK STATE OF WASHINGTON DRAWING TITLE Partial Floor Plan SCALE 1/4"=1'-0" DRAWING NUMBER A-101 DRAWING ISSUED FOR Permit