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HomeMy WebLinkAboutPermit D12-101 - HATTON RESIDENCE - UPGRADESHATTON RESIDENCE 3915 S 113 ST D12 -101 City okukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3351400105 Address: 3935 S 113 ST TUKW Suite No: Project Name: HATTON RESIDENCE DEVELOPMENT PERMIT Permit Number: D12 -101 Issue Date: 04/05/2012 Permit Expires On: 10/02/2012 Owner: Name: HATTON RALPH L Address: 3935 S 113TH , SEATTLE WA 98168 Contact Person: Name: SHARYN PARKER Address: 7277 PERIMETER RD S , SEATTLE WA 98108 Contractor: Name: TRON CONSTRUCTION INC Address: 2845 N MAROA AV , FRESNO CA 93704 Contractor License No: TRONCCI9190A Lender: Name: Address: Phone: 206 - 296 -7437 Phone: 559 559 -7992 Expiration Date: 09/01/2013 DESCRIPTION OF WORK: REISSUANCE OF EXPIRED PERMIT D11 -224. THIS PROJECT HAS SEVERAL COMPONENTS THAT INVOLVE UPGRADES OF EXISTING SYSTEMS AND DOES NOT REQUIRE ANY PHYSICAL CHANGES TO THE BUILDING FOOTPRINTS AND STRUCTURE, INCLUDING; SOUND INSULATION WORK, VENTILATION WORK AND UPGRADE AND MISCELLANEOUS WORK (WINDOWS, DOORS, INSULATION AND ABATEMENT). Value of Construction: $29,458.00 Fees Collected: $334.07 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0022 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D12 -101 Printed: 04 -05 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: 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: u D Date: 4-7---(01„ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: 5(53 /k4kr' Date: y fr /l 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 CONDMONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All 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. 5: 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. 6: 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 doc: IBC -7/10 D12 -101 Printed: 04 -05 -2012 this requirement. • • 7: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: 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 D12 -101 Printed: 04 -05 -2012 CITY OF TUKWILA. Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www. ci. tukwila. wa. us Building Permit-No. ' `) -- I() I Mechanical Permit No. M U— o 1.-{ Plumbing/Gas Permit No Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 3935 S. 113th St. Tenant Name: Ralph L. Hatton Property Owners Name: Ralph L. Hatton Mailing Address: 3935 S. 113th St. King Co Assessor's Tax No.: 3351400105 Suite Number: New Tenant: Floor: ❑ Yes ..No 98168 Zip Seattle WA City State CONTACT PERSON who do we contact when your permit is ready to be issued Name: Sharyn Parker, Program Manager Mailing Address: 7277 Perimeter Road South E -Mail Address: Sharyn.Parker @kingcounty.gov Day Telephone: (206) 296 -7437 Seattle WA 98108 City State Fax Number: (206) 269 -7315 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: not yet awarded Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip ARCHITECT OF RECORD All plans must be wet stamped by Architect of Record Company Name: SM Stemper Architects, PLLC Mailing Address: 4000 Delridge Way SW, Suite 200 Seattle WA 98106 Contact Person: Melody Leung or Timothy Fenlason E -Mail Address: melody @smstemper.com or tim @smstemper.com City State Day Telephone: (206) 624 -2777 Fax Number: (206) 624 -2973 Zip ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: H:Wpplications\Fonns- Applications On Line\2009 Applications \I - 2009.- Permit Application.doc Revised: 1 -2009 bh State Zip Page 1 of 6 BUILDING PERMIT INFORM 'ION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 29,458 Existing Building Valuation: $ Scope of Work (please provide detailed information): This project has several components that involve upgrades of existing systems and does not require any physical changes to the building footprints and structure, including: Sound Insulation Work, Ventilation Work and Upgrade and Miscellaneous Work (windows, doors, insulation and abatement.) Will there be new rack storage? ❑ Yes 0.. 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: Will there be a change in use? Compact: Handicap: ❑ Yes m No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm m None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ 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\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 1,022 2nd Floor 3`d Floor Floors thru Basement 250 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: Will there be a change in use? Compact: Handicap: ❑ Yes m No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm m None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ 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\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORI ' 1 _ :_ .J NT: Signature: Date: 14 Wait. Lv rz, Print Name: Timothy J. enlason, SM'mper Architects, PLLC Day Telephone: (206) 624 -2777 Mailing Address: 4000 Delridge Way SW, Suite 200 Seattle WA 98106 City State Zip Date Application Accepted: Date Application Expires: Staff Initials: H:Wpplications\Fotms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 6 of 6 PLUMBING AND GAS PIPINC ERMIT INFORMATION - 206 -431) 70 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: not yet awarded Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Expiration Date: Building Use (per Int'l Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping tlets be installed and the quantity below: Fixture Type: Qty Fixture Type: y, Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per he. ` Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory ash fountain Receptor, indirect waste Sinks Urinals Wat oset Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heat ` and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Rep or alteration of w. ' piping and/or water t ' . tment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflo protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:\Applications\Fotms- Applications On- Line \2009 Applications \1-2009 Permit Application.doc Revised: 1 -2009 bh Page 5 of 6 CitOof Tukwila. • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: http: //www. ci. tukw ila. wa. us SET RECEIPT RECEIPT NO: R12 -01243 Initials: WER Payment Date: 04/05/2012 User ID: 1655 Total Payment: 6,715.15 Payee: PAMELA K KUEHL (PHONE) SET ID: 033012 SET NAME: KING COUNTY HOUSING AGAIN SET TRANSACTIONS: Set Member Amount D12 -099 229.85 D12 -100 220.30 D12 -101 334.07 D12 -102 304.27 D12 -103 191.65 D12 -104 228.20 D12 -105 326.62 D12 -106 210.75 D12 -107 210.50 D12 -108 220.30 D12 -109 311.72 D12 -110 172.55 D12 -111 248.95 D12 -112 419.17 D12 -113 503.80 M12 -041 167.70 M12 -042 167.70 M12 -043 177.10 M12 -044 167.70 M12 -045 167.70 M12 -046 167.70 M12 -047 167.70 M12 -048 167.70 M12 -049 167.70 M12 -050 167.70 M12 -051 167.70 M12 -052 167.70 M12 -053 167.70 M12 -054 167.70 M12 -055 225.25 TnTAT,. 229.85 Cit of Tukwila. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: //www. ci. tukwila. wa. us • TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA ACCOUNT ITEM LIST: Description TOTAL: 6,715.15 6,715.15 Account Code Current Pmts BUILDING - RES MECHANICAL - RES STATE BUILDING SURCHARGE 000.322.100 000.322.102.00.0 640.237.114 TOTAL: 4,065.20 2,582.45 67.50 6,715.15 INSPECTION NO. INSPECTION RECORD Retain a copy with permit .D12 -/o / PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Or- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: /141 rO,v /4. S Type of Inspection: /-":-/ AM L. , 0 / ?ea / ZA/c)/bt / Jan., - A,1 p flAft Address:` 3535 S //3 5s Date Called: 1 Special Instructions: ter° Date Wanted: _ 4/—/2- /7 CAX1. p.m. Requester: 1 Phone No: 5 - -36-7-4/5z 2 'I Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: 0 / ?ea / ZA/c)/bt / Jan., - A,1 p flAft PP,, ?1 t (4414/6 b A, /A-;,,," ,,L. . 1 i 1 l Ins ttor: iI .4.4.. / 14 . A .d r,[.r n/12EINSPECTION FE REQUIRED. Prior to next inspection. fee must be '— G,paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. A ( Date: Y INSPECTION NO. INSPECTION RECORD Retain a copy with permit Da -to l PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 F._ (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: (4 4 i7T"n& J RFC, Type 79nspection: l AI Address: 36135 l zt. .- Date Called: Special Instructions: Date Want edT �� l �/' 'a m. Requester: hone No: _P.cS --0 (7 42-2 4pproved per applicable codes. El Corrections required prior to approval. COMMENTS: .0 19 (1 - .40 /01/'f1 • R INSPECTION FEE R QUIRED. Pfior to next inspection, fee must be Sid at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. • PLAN PTE • TING SLIP ACTIVITY NUMBER: 012 -101 PROJECT NAME: HATTON RESIDENCE SITE ADDRESS: 3935 S 113 ST X Original Plan Submittal Response to Correction Letter # DATE: 03 -30 -12 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: _ l� L4T0 n Public Works n Fire Prevention Structural Planning Division Permit Coordinator P1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [4 Incomplete n DUE DATE: 04 -03 -12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required nNo further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: n Approved with Conditions DUE DATE: 05 -01 -12 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople Pf ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name TRON CONSTRUCTION INC UBI No. 602940001 Phone 5592297992 Status Active Address 2845 N Maroa Ave License No. TRONCCI9190A Suite /Apt. License Type Construction Contractor City Fresno Effective Date 9/1/2009 State CA Expiration Date 9/1/2013 Zip 93704 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date DONALDSON, RON ARDEN President 09/01/2009 Amount DONALDSON, SHARYN Secretary 09/01/2009 LHA135931 DONALD, SHARYN Treasurer 09/01/2009 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 OLD REPUBLIC SURETY CO WCL1256498 09/01/2009 Until Cancelled $12,000.00 08/05/2009 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 5 Landmark American Ins Co LHA135931 03/01/2012 03/01/2013 $1,000,000.0003 /06/2012 3 Landmark American Ins Co LHA135245 03/01/2011 03/01/2012 $1,000,000.0003 /07/2011 2 LANDMARK AMERICAN INS CO LHA134615 03/01/2010 03/01/2011 $1,000,000.0003 /10/2010 1 LANDMARK AMERICAN INS CO LHA133917 03/01/2009 03/01/2010 $1,000,000.00 08/05/2009 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 04/05/2012 KING COUNTY INTERNATIONAL AIRPORT RESIDENTIAL AIRCRAFT NOISE REMEDY IMPROVEMENTS PROGRAM - C00625C11 BID PACKAGE M -24 5- 53- 0058 -043 SEPARATE E PERMIT REQUIRED FOR: dechanical Electrical CSIumbing Lar Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. FILE C714".1 P Permit No. Rl " feview approval is subject to errors and omissions. k;-,,;.)!;..a.1 of construction documents does not £iltho; i?9 \-o!atiori of any adopted code or ordinance. Receipt of approved Field Copy is acknowledged: City Of lUkwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 4 2012 s- City of Tukwila BUILDING DIVISION SITE AND BUILDING INFORMATION JURISDICTION: Department of Planning and Development City of Tukwila, WA APPLICABLE CODES: 2009 International Residential Code, International Fire Code, International Mechanical Code ZONING: SF1200 CC PANCY: (No CD SgPeR ) NCE Cv OSTRUCN TYO(No C Iharge) : N ERESINGB FAMILY RESI NKL 3351400105 LEGAL DESCRIPTION: HILLMANS C D MEADOW GARDENS 3 TGW POR VAC 40TH AVE 5 ADJ DUILDING AREA: No change to building Footprint. Addition:. Remodel: Sound Insulation: DRAWING INDEX T0.0 AI.O A2.0 A2.1 A2.2 A23 TITLE SHEET, PROJECT INFO. FLOOR PLANS 4 NOTES WINDOW TYPES, SCHEDULE 4 DETAILS DOOR TYPES, SCHEDULE 4 DETAILS MISCELLANEOUS DETAILS WINDOW FLASHING DETAILS M1.0 LEGENDS, SCHEDULES, ABBREV, GENERAL NOTES 4 DWG INDEX MW BASEMENT AND MAIN FLOOR MECHANICAL PLANS AND DETAILS E1.0 FLOOR PLANS AND NOTES PROJECT DIRECTORY KING COUNTY INTL. AIRPORT: Sound Insulation Program King County International Airport 1211 Perimeter Road South Seattle WA 98108 Ph: 206. 263. 5233 Fax: 206.296.0150 Contact: Sharyn Parker E-mail: Sharyn.Parkerskingcountygov ARCHITECT: S.M. Stemper Architects PLL:C. 4000 Deirldge Way SW, Suite 200 Seattle, WA 58106 Ph: 206. 624. 2TI1 Fax: 206.624.2913 Contact: Jerry Osborn, Melody Leung, Tim Fenlaeon, E -mail: Jerryosmatemper.com melody+samatemper.com timeamatemper.com ACOUSTICAL ENGINEER: SSA Acoustics 222 Etruria Street, Suite 100 Seattle WA 58105 Ph: 206. 835. 0815 Fax: 206.835.0824 Contact: Mohamed Ait Allaoua E -mail: mohamedassaacousticscom MECHANICAL ENGINEER: The Greenbusch Group 1900 West Nickerson St., Suite 201 Seattle, WA 58119 Ph 206.318.0%9 Fax: 206.315.0 41 Contact: Chr18 Agar E -mail: ChrleAligreenbuechcom ELECTRICAL ENGINEER: Tres West Engineers 2102 S. 42nd Street, Suite 301 Tacoma, WA 98409 Ph: 253. 412. 3300 Fax: 253.412.3463 Contact: Brent Rollins E -mail: bcr+atresweat.com REGULATED MATERIALS: PBS Engineering and Environmental 2511 Eastlake Ave. E, Suite 100 Seattle, WA 58102 Ph: 206. 232. 5639 Fax: 206.162.4180 Contact: Tim Ogden E -mall: tin ogden *pbeenv.com DESIGN SUPPORT SERVICES The Jones Payne Group 123 North Washington St. •200 Boston, MA 02114 Contact: Tim Fenlason/ Jim Cornwell E -mail: JCornwellikloneapayne.com RECEIVED MAR 3 0 2012 PERMIT CENTER S.M.STEMPER ARCHITECTS A Professional Limited Liability Company 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 98106 (206) 624 -2777 • FAX (208) 624 -2973 'COTT 1 TEMPE STATE OF I ,)ONGTON 0810.03A 734 2/24/11 z w W O O c Ct LL! z O w ct Z W c LU z il KING COUNTY AIP NUMBER 5- 53- 0058 -043 SEATTLE WASHINGTON DATE 2/24/11 ISSUED BID PACKAGE M -24 100% CD PROJECT ARCHITECT JO PROJECT MANAGER ML &TF DRAWN AA,LB &JH PROJECT INFORMATION, DRAWING INDEX, VICINITY MAP DIRECTORY T0.0 0810.03.1734 STORAGE FAMILY ROOM KITCHEN BASEMENT PLAN 1/4" = 1' NOTES: 1. ASBESTOS CONTAINING MATERIALS ARE PRESENT AT THIS RESIDENCE. THE CONTRACTOR REMOVING ACM SHALL REVIEW THE EXECUTIVE SUMMARY REPORT AND LAB ANALYSIS FOR EACH RESIDENCE INDICATED TO HAVE ACM PRESENT PRIOR TO START OF WORK AND WILL BE RESPONSIBLE FOR OVERSEEING ABATEMENT PROCEDURES. THE CONTRACTOR SHALL IDENTIFY, QUANTIFY, AND LOCATE ALL AREAS REQUIRING ABATEMENT. REFER TO SECTION 01011 AND 02080 FOR REGULATED MATERIALS ABATEMENT. 2. LEAD PAINT IS PRESENT AT T1-115 RESIDENCE. REFER TO SECTION 01011 AND 02081 FOR REQUIREMENT RELATED TO EXTERIOR WINDOW TRIM PAINT. NOTE: INTERIOR TRIM TO BE FINISHED TO MATCH EXISTING GENERAL NOTES 1. CONTRACTOR TO PROTECT OWNERS' FURNITURE AND POSSESSIONS FROM DAMAGE AND DUST. 2. CONTRACTOR TO TEMPORARILY REMOVE FURNITURE, CONTENTS, WALL HANGINGS AND FIXTURES AS REQUIRED TO EXECUTE THE WORK OF THESE DOCUMENTS AND RETURN THEM TO THEIR ORIGINAL LOCATIONS AT THE COMPLETION OF WORK DAILY. 3. ALL CONDUITS, DUCTS AND MECHANICAL VENTILATION UNITS SHALL BE CONCEALED. 4. SALVAGE, PROTECT, AND REINSTALL EXISTING WINDOW COVERINGS IN ALL ROOMS. 5. HOMEOWNER SHALL HAVE COMPLETE ACCESS TO NE RESIDENCE AND TO EACH ROOM IN RESIDENCE FROM 5:00 FM TO 8:00 Al EACH DAY. HOMEOWNERS WILL HAVE COMPLETE ACCESS TO THE RESIDENCE AND ROOMS IN THE RESIDENCE FOR WEEKENDS. 6. DOORS OR WINDOWS SCHEDULED TO BE REPLACED SHALL NOT BE REMOVED UNTIL REPLACEMENT DOOR OR WINDOW IS ON SITE. REMOVAL AND REPLACEMENT OF A DOOR AND /OR WINDOW MUST OCCUR ON THE SAME DAY BETWEEN 8•.00 AM AND 5:00 PM. 1. FOLLOW WINDOW FLASHING INSTALLATION PROCEDURE ON WINDOW FLASHING DETAILS SHEET FOR WINDOW REPLACEMENT. a ALL WORK AREAS 814ALL BE BROOM - CLEANED AT THE END OF EACH WORK DAY. 9. PANELS, DUCTS 4 SWITCHES ON ARCHITECTURAL DRAWINGS ARE FOR COORDINATION ONLY. REF: ELECTRICAL AND MECHANICAL. 10. WHERE SOFFITS AND /OR MECH. COMPONENTS INTERFERE WITH (E) CLOSET SHELVING, DEMO (E) SHELVING AS REQ'D AND RE- CONSTRUCT SHELVING IN COORDINATION WITH SOFFITS AND /OR MECHANICAL COMPONENTS. RECONSTRUCT SHELVING TO MATCH (E) CONFIGURATION, MATERIALS, AND FINISH AS CLOSELY AS POSSIBLE TO EXISTING. RECONSTRUCT SHELVING SO AS NOT TO INTERFERE WItN THE OPERATION OF MECHANICAL UNIT ACCESS HATCHES. 11. DIMENSIONS ARE FOR REFERENCE ONLY. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. 12. WHERE CEILING FINISHES ARE DISTURBED BY THE WORK, PATCH DISTURBED AREA TO MATCH (E) TEXTURE AND COLOR. THERE ARE SEVERAL GRADES OF TEXTURE AND DENSITY OF CEILING PLASTER FINISH COATS PRESENT AT VARIOUS LOCATIONS THROUGHOUT THE PROJECT LOCATION. REPLACEMENT FINISH COAT SYSTEMS ARE TO MATCH THE ADJACENT (E) FINISH COAT. 13. INSTALL SMOKE DETECTORS. SEE ARCHITECTURAL SHEET 41.0 FOR LOCATIONS OF BATTERY OPERATED SMOKE DETECTORS. SEE ELECTRICAL SHEET E1.0 FOR LOCATIONS AND DETAILS OF INTERCONNECTED SMOKE DETECTORS. 14. INSTALL SAFETY GLAZING PER CODE. SEE WINDOW TYPE SCHEDULE. 15. MAXIMUM POILER OUTAGE IS EIGHT HOUR& POUER MUST BE PROVIDED AT RESIDENCE BEFORE 8:00 AM. 4 AFTER 5 :00 PM. 16. DEMOLISH ISOLATED WALL AREAS TO FACILITATE INSTALLATION OF TIMERS. PATCH AND FINISH WALL AFTER UJORK. REFER TO ELECTRICAL FOR TIMER LOCATION 11. CONTRACTOR IS TO VERIFY THAT THERE ARE SUFFICIENT INSTALLATION, JURISDICTIONAL, AND WORKING CLEARANCES FOR THE MECHANICAL EQUIPMENT. JURISDICTIONAL CLEARANCE: 36" CLEAR IN FRONT OF CONTROL PANEL. INSTALLATION CLEARANCE: SUFFICIENT CLEARANCE FOR UJORK CREWS TO SAFELY INSTALL, MEET CLEARANCES, AND RESTORE FINISHES. COORDINATE WITH MECHANICAL. 1S. DO NOT INSTALL NEW DOORS OR WINDOWS WHERE EXISTING WINDOW AND DOOR ROUGH OPENINGS ARE DETERIORATING, (EG: WOOD ROT, TERMITE DAMAGE) CONTACT TECHNICAL REPRESENTATIVE IF DETERIORATION IS UNCOVERED. 15. EXISTING WINDOW COVERINGS MUST BE REINSTALLED ON THE SAME DAY AS COMPLETION OF WINDOW INSTALL. IF WINDOW COVERINGS ARE NOT AVAILABLE, OR INSTALLATION AND /OR FINISHES ARE NOT COMPLETE, TEMPORARY WINDOW COVERINGS MUST BE PROVIDED. BATH LIVING ROOM 18" x 18" EXIST. ATTIC ACCESS CLO ET ►-- ---- -1 1- N 0 J BEDROOM 1 BEDROOM 2 MAIN FLOOR PLAN 1/4" = 1' o< r 12' -1" 21' -3" r \ I N N TYP. L r . . . . . . . . . . . . J NE d 4' x 24"- . - - ATTI ACCESS J PANE -1 I.1 V 11 11 _ -�1. 1 IS ".x 18" EXIST.' ATTIC AGCESSI JI II IxJ J /� i rr /I II 1 II I . • . _1 I FL I L�\ 1 n \\ 1 v:THH4L 1 L - ;,L - - - - -I . -_I 1 �f_ ---- 1_1- �7- IkTTT- T. -TTT - -1 A. 4 I- - I- I I -11 -I -I A F I- I- I- 1 / I \ 1 1 H - - - ;F/1 F IF I- I -I -I -I -I -I - - - \ \ a - - . . . - - - iI- - - /I- 1- I -II -I -I -I F I- I- I- - -I / . ... . -\- . 1. . . . . . . . - . / �j_ 4_ LLj_-L- LLB -j yi I \\ I � - - - - - - - - i 1- y� - . I - . . . - -- / L__ 1_ • H I . . . . . I. \ r �- ___ --� -: 13' -10" TYP. L L_ 1..n......1........ _J. I_. _. _ 1 - _J r 1 N ATTIC PLAN 1/4" = 1' 16' -0" A. WEST ELEVATION B. NORTH ELEVATION PLAN KEYNOTES ODEMOLISH (E) WINDOW, CASING AND TRIM. INSTALL ACOUSTICAL WINDOW ASSEMBLY. REF. WINDOW SCHEDULE ON SHEET A20 ODEMOLISH EXISTING DOOR(S), FRAME, CASING, AND THRESHOLD. INSTALL NEW EXTERIOR DOOR, FRAME, CASING, AND STORM DOOR REF. DOOR SCHEDULE ON SHEET A2.I ODEMOLISH EXTERIOR WALL ASSEMBLY AS REQUIRED: INSTALL FRE54 AIR INTAKE GRILLE. REF. I/422 FOR DETAIL. COORDINATE WITH MECHANICAL. OINSTALL FIREPLACE VENT, COORDINATE EXACT LOCATION WITH HOMEOWNER OINSTALL FIREPLACE CAP AT (E) CHIMNEY TOP LOCATION SERVING MASONRY FIREBOXES. ANCHOR CAP IN OPEN POSITION. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTION. DO NOT INSTALL DAMPERS AT CHIMNEY TOPS SERVING METAL FIREBOXES. OINSTALL ROOF MOUNTED BAFFLE TO (E) KITCHEN EXHAUST REF. 3/42.1 FOR DETAIL. 0 ADDITIONAL SUPPORT AT BAY WINDOW REQUIRED REF. DETAIL 51422 FOR DETAIL. OSURPLUS (E) DOOR HARDWARE PER HOMEOUNERS REQUEST. c AT (E) BAY WINDOW AREA, INSTALL 2X WOOD FRAMING AT ROUGH OFENINGS TO SUPPORT INSTALLATION OF NEW WINDOWS. REF. 1/422 FOR STRUCTURAL SUPPORT DETAIL BELOW SILL. ACCESS TO SITE AND PARKING 1. NE CONTRACTOR MD THEIR SUBCONTRACTORS SHALL NOT PARK OR BLOC< ACCESS TO HOMEOWNER DRIVEWAY. C. EAST ELEVATION 1 Qt 1 D. SOUTH ELEVATION LEGEND REVIEWED CODE COMP APPROVED r 1 -_- ACOUSTICAL WINDOW ELI) NOT USED EXTERIOR STORM DOOR: DIMENSIONS WILL VARY. SEE DOOR SCHEDULE ON ARCH. 42.0 O SEE WINDOW SCHEDULE FOR WINDOW TYPES X E FLOOR / CEILING GRILL EXISTING KITCHEN EXHAUST ELECTRICAL PANEL FRESH AIR INTAKE GRILLE. REF. MECH. FOR UNIT. NOT USED 0 NOT USED NOT USED BUI FOR I.IANCE ED APR 0 4 2012 City of Tukwila BUILDING DIVIStOIV RECEIVE MAR 30 2012 PERMIT CENTER ATTIC INSULATION SD INSTALL BATTERY OPERATED SMOKE DETECTORS KITCHEN EXHAUST BAFFLE GAS METER I, I IGAS ARCHITECTS A Professional Limited Liability Company 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 98106 (206) 624 -2777 • FAX (208) 824 -2973 REGISTERED A;. HITECT COTT STATE 0, 0810.03.1734 2/24/11 TEMPE HINGTON • Ct 0 0 Ct -J z 0 Ce w 1- 0 CD Z MPROVEMENTS 0 ce w w w O Z U Q J Q H Z W D co W AIP NUMBER 5 -53- 0058 -043 DATE 2/24/11 ISSUED BID PACKAGE M -24 100% CD PROJECT ARCHITECT JO PROJECT MANAGER ML &TF DRAWN AA,LB &JH FLOOR PLANS CX NOTES A1.0 0810.03.1734 WINDOW SCHEDULE WIND. NO ROOM LOCATION WIND. TYPE SIZE W x H TRIM FINISH INT./EXT. REMARKS EGRESS DETAIL SET 4 KITCHEN 2 4' -0" x 4' -5" PAINT/PAINT SAFETY GLAZING 1/42.0 B KITCI- EH 5 9' -10" x 4P5II P I /PIT 1/42.0 G KITCHEN 3 5' -0" x 2' -10" PAINT/PAINT 1/420 D LIVING ROOM 3 S' -3" x 4' -3" PAINT/PAINT 1/42.0 E LIVING ROOM 1 2' -4" x 4' -10" PAINT/PAINT SAFETY GLAZING: 3/42. F LIVING ROOM 2 5' -2" x 4' -10" PAINT/PAINT SAFETY GLAZING 3/42.0 G LIVINCs ROOM 1 2' -4" x 4' -10" PAINT/PAINT SAFETY GLAZING 3/42.0 H BEDROOM 1 3 4' -10" x 4' -0" PAINt/PAINt Y 1/42.0 1 BEDROOM 1 3 4' -7" x 4' -3" PAINW4IN7 1/42.0 J BEDROOM 2 3 4' -•I" x 4' -3" P4INT/PAINT Y 1/42. K FAMILY ROOM 4 10' -T" x 2' -10" PAINT/PAINT SLIDER TO MATCH WINDOW "1" 2/42.0 L FAMILY ROOM 3 4' -10" x 2' -10" PAINT/PAINT 2/42.0 ti FAMILY ROOM 3 3 -10 x 2' -10" PAINT/P INt 2/42.0 (E) ■ EXISTING: DOOR TYPES 0 _r. ,4 FLUSH SCW W/ OBSERVATION PORT SECONDARY SLIDING GLASS DOOR W/ SAFETY GLAZING G EXTERIOR SINGLE LEAF STORM W/ SAFELY GLAZING DOOR SCHEDULE DOOR NO ROOM LOCATION DOOR TYPE SIZE W x H FINISH INT./ EXT. HARDWARE SET / FINISH KNOB / LEVER SET LOCK SET DETAIL SET 1 KITCHEN A 2' 4" x 6' 4" STAIN/STAIN 1-IW -1 / 609 12K -4 (Camelot) LOCK -1 1 /A2J 2 LIVING B T-11" x 6' 4" 2 /A2J 3 FAMILY ROOM A 4' -0" x 6' -3" STAIN/STAIN 14W -1 / 609 DK -4 (Camelot) LOCK -1 3 /A2J 4 KITCHEN C 2' -S" x 6'4" 1 /A2J 5 FAMILY ROOM C 4' -0" x 6' -3" 3/42.1 TYPICAL DOOR SCHEDULE NOTES L NOTE: WHERE SAFETY GLAZING IS INDICATED, BUT NOT SCHEDULED IN SECTION 0SS00 ALL UNLAMINATED GLAZING PANELS IN THAT UNIT ARE TO BE TEMPERI =D. LAMINATED GLAZING PANELS NEED NOT CONTAIN TEMPERED GLASS, BUT SHALL BEAR IDENTIFICATION AS SAFETY RATED GLAZING PER CODE. 2. SLIDING GLASS DOORS SHALL MATCH THE OPERATION OF THE EXISTING SLIDING GLASS DOORS THEY REPLACE OR COYER 3. FIELD VERIFY ALL EXISTING DOOR OPENING DIMENSIONS. (E) WD. SIDING CAREFULLY LIFT (E) WALL UNDERLAYMENT AND INSTALL TOP EDGE OF SELF- ADHERING MEMBRANE AGAINST SHEATHING. LAP (E) WALL UNDERLAYMENT OVER TOP OF SELF - ADHERING MEMBRANE. TYP AT HEAD AND JAMB REMOVE (E) WOOD SIDING AS REQ'D FOR INSTALLATION OF DOOR ASSEMBLY t TRIM. REPLACE W/ NEW SIDING 4 PAINT TO MATCH (E) SIDING PRE- PRIMED, GALV SHEET METAL FLASHING UNDER SELF- ADHERING MEMBRANE. COLOR TO BE SELECTED IN THE FIELD CONTINUOUS SEALANT BEHIND Z BAR FRAME STORM DOOR PER SCHEDULE 2" MIN. SELF- ADHERING MEMBRANE (E) EXTERIOR SHEATHING WOOD TRIM TO MATCH (E), PAINT/STAIN TO MATCH (E) TRIM DOOR HEAD CAREFULLY CUT BACK (E) WD. SIDING TO ALLOW FOR REATTACHMENT TO RO. FRAMING. LIFT (E) WALL UNDERLAYMENT AND INSTALL SELF ADHERING MEMBRANE WINDOW NAILING FLANGE AGAINST SHEATHING. INSTALL SECOND LAYER OF SELF ADHERING MEMBRANE OVER NAILING FLANGE AND LAP UNDER (E) WALL UNDERLAYMENT. CAULK, TOOL FLUSH, AND PAINT FASTENER HEADS AND ANY CRACKS WHICH DEVELOP IN SIDING FROM INSTALLATION OF FLASHING (E) WOOD SIDING CONTINUOUS SEALANT BEHIND Z BAR FRAME STORM DOOR PER SCHEDULE KERF AS REQUIRED FOR WEATHER STRIPPING INSTALLATION CONTINUOUS WEATHER- STRIPPING HARDWOOD JAMB BEYOND WOOD DOOR PER SCHEDULE DOOR SHOE 2" MIN. AUTOMATIC DOOR SWEEP ALUMINUM THRESHOLD ADJUSTABLE SWEEP DOOR JAMB EXISTING FLOOR STRUCTURE DOOR SILL SHIM AS NECESSARY FILL GAP W/ BATT INSULATION WOOD FRAME KERF AS REQUIRED FOR WEATHER STRIPPING INSTALLATION CONTINUOUS WEAT14ER- STRIPPING DOOR PER SCHEDULE (E) EXTERIOR SHEATHING EXISTING FRAMING Wool TRIM TO MATCH (E), PAINT /STAIN TO MATCH (E) TRIM SHIM AS NECESSARY FILL GAP W/ BATT INSULATION DOOR PER SCHEDULE WOOD SIDING - DOOR DETAIL SET 3 " =1' -0" (E) WD. SIDING PRE- PRIMED, GALV SHEET METAL FLASHING OVER SELF - ADHERING MEMBRANE. COLOR TO BE SELECTED IN THE FIELD SELF - ADHERING MEMBRANE. TURN DOWN OVER FRONT EDGE OF TRIM. ENSURE NO MEMBRANE IS VISIBLE BELOW FLASHING EDGE 2X CANTED CAP REMOVE (E) SIDING TO FACILITATE INSTALLATION OF FLASHING AND DOOR HEAD ASSEMBLY TRIM- PANT TO MATCH (E) TRIM CONTINUOUS 2x SOLID BLOCKING AROUND PERIMETER OF DOOR FRAME. PAINT ALL EXPOSED EDGES TO MATCH (E) TRIM SECONDARY SLIDING STORM DOOR ASSEMBLY. INSTALL PER MFG'R INSTRUCTIONS (E) BLDG. PAPER BACKER ROD AND SEALANT SELF- ADHEARING MEMBRANE TRIM- PAINT TO MATCH (E) TRIM DOOR HEAD PRE- PRIMED GALV. FRY REVEAL TRIM (E) WALL UNDERLAYMENT (E) EXTERIOR SHEATHING SELF - ADHERING MEMBRANE REMOVE (E) WOOD SIDING AND REPLACE AS REQ'D. CAREFULLY LIFT (E) WALL UNDERLAYMENT AND INSTALL TOP EDGE OF SELF - ADHERING MEMBRANE AGAINST SHEATHING. EXTEND SELF - ADHERING MEMBRANE 4" UP WALL FROM TOP OF FLASHING. LAP (E) WALL UNDERLAYMENT OVER TOP OF SELF - ADHERING MEMBRANE. TYP. AT HEAD AND JAMB (E) PRIMARY SLIDING DOOR ASSEMBLY. CONTINUOUS 2x SOLID BLOCKING AROUND PERIMETER OF DOOR FRAME. PAINT ALL EXPOSED EDGES TO MATCH (E) TRIM SELF- ADHERING MEMBRANE SECONDARY SLIDING STORM DOOR ASSEMBLY. INSTALL PER MFG'R INSTRUCTIONS WD. TRIM BEYOND i" MIN. BETWEEN PRIMARY AND SECONDARY SLIDING GLASS DOOR FRAMES DOOR JAMB SECONDARY SLIDING STORM DOOR ASSEMBLY. INSTALL PER MGR INSTRUCTIONS SEALANT EXISTING GRADE OR SUBSTRATE (E) BEVELED WD. SIDING (E) EXTERIOR SHEATHING LIFT (E) WALL UNDERLAYMENT. LAP NEW UNDERLAYMENT UNDER (E) UNDERLAYMENT 2" AND CONTINUE OVER SLIDING GLASS POOR FRAME (E) PRIMARY SLIDING GLASS DOOR (E) SLIDING GLASS DOOR (E) FINISH FLOOR (E) INTERIOR CONC. SLAB. OR (E) WD. FLOOR FRAMING DOOR SILL WOOD SIDING - DOOR DETAIL SET 3 "= 1' -0" (E) WD. SIDING CAREFULLY LIFT (E) WALL UNDERLAYMENT AND INSTALL TOP EDGE OF SELF - ADHERING MEMBRANE AGAINST SHEATHING. LAP (E) WALL UNDERLAYMENT OVER TOP OF SELF - ADHERING MEMBRANE. TYP AT 14EAD AND JAMB REMOVE (E) WOOD SIDING AS REM" FOR INSTALLATION OF DOOR ASSEMBLY 4 TRIM. REPLACE W/ NEW SIDING 4 PAINT TO MATCH (E) SIDING PRE - PRIMED, GALV SHEET METAL FLASHING UNDER SELF - ADHERING MEMBRANE. COLOR TO BE SELECTED IN THE FIELD CONTINUOUS SEALANT BEHIND Z BAR FRAME STORM DOOR PER SCHEDULE 2" MIN. SELF - ADHERING MEMBRANE (E) EXTERIOR SHEATHING WOOD TRIM TO MATCH (E), PAINT /STAIN TO MATCH (E) TRIM SHIM AS NECESSARY FILL GAP W/ BATT INSULATION WOOD FRAME KERF AS REQUIRED FOR WEATHER STRIPPING INSTALLATION CONTINUOUS WEATI- ER- STRIPPING DOOR PER SCHEDULE DOOR HEAD CAREFULLY CUT SACK (E) WD. SIDING TO ALLOW FOR REATTACHMENT TO R.O. FRAMING. LIFT (E) WALL UNDERLAYMENT AND INSTALL SELF ADHERING MEMBRANE WINDOW NAILING FLANGE AGAINST SHEATHING. INSTALL SECOND LAYER OF SELF ADHERING MEMBRANE OVER NAILING FLANGE AND LAP UNDER (E) WALL UNDERLAYMENT. CAULK, TOOL FLUSH, AND PAINT FASTENER HEADS AND ANY CRACKS WHICH DEVELOP IN SIDING FROM INSTALLATION OF FLASHING (E) WOOD SIDING CONTINUOUS SEALANT BEHIND Z BAR FRAME STORM DOOR PER SCHEDULE KERF AS REQUIRED FOR WEATHER STRIPPING INSTALLATION CONTINUOUS WEATHER- STRIPPING HARDWOOD JAME BEYOND WOOD DOOR PER SCHEDULE DOOR SHOE 2" MIN. AUTOMATIC DOOR SWEEP ALUMINUM THRESHOLD 1701111L ADJUSTABLE SWEEP DOOR JAMB (E) EXTERIOR SHEATHING EXISTING FRAMING WOOD TRIM TO MATCH (E), PAINT /STAIN TO MATCH (E) TRIM SHIM AS NECESSARY FILL GAP W/ BATT INSULATION EXISTING FLOOR STRUCTURE DOOR SILL DOOR PER SCHEDULE WOOD SIDING - DOOR DETAIL SET 3 " =1' -0" 1)1 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 4 2012 City of Tukwila BUILDING DIVISION RECEIVED MAR 3 0 2012 PERMIT CENTER col • S.M.STEMPER ARCHITECTS A Professional Limited Liability Company 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 98106 (206) 624 -2777 • FAX (208) 824 -2973 REGISTERED HfTE:CT COTT TEMP STATE OF 1 . HINGTON 2/24/11 0810.03.1734 O 0 J z 0 Q z z 0 V z AIP NUMBER MPROVEMENTS 5 -53 -0058 -043 z 0 I-- (9 co DATE 2/24/11 ISSUED BID PACKAGE M -24 100% CD PROJECT ARCHITECT JO PROJECT MANAGER ML &TF DRAWN AA,LB &JH DOOR TYPES, SCHEDULE & DETAILS A2.1 0810.03.1734 CAREFULLY LIFT (E) WALL UNDERLAYMENT AND INSTALL TOP EDGE OF SELF ADHERING MEMBRANE AGAINST SHEATHING. LAP (E) WALL UNDERLATMENT OVER TOP OF SELF- ADHERING MEMBRANE. TTP. AT HEAD AND JAMB REMOVE (E) WOOD SIDING AS REQ'D FOR INSTALLATION OF VENT FIXTURE 4 FLASHING. REPLACE W/ NEW SIDING t PAINT TO MATCH (E) SIDING PRE- PRIMED, GALV. SHEET METAL FLASHING W/ F.F. END CAPS UNDER SELF - ADHERING MEMBRANE. EXTEND FLASHING 4" UP WALL. FIELD PAINT FLASHING - COLOR t0 BE SELECTED IN THE FIELD EXTERIOR VENTILATION FIXTURE. REF. MECH.- PAINT INTERIOR W/ ACOUSTICAL DAMPING COMPOUND. SET IN MASTIC AT EXTERIOR TRIM. REMOVE / REPLACE SIDING AS REQUIRED. SINGLE -FRAME WINDOW ASSEMBLY. (E) WALL UNDERLATMENT SELF - ADHERING MEMBRANE (E) EXTERIOR SHEATHING 2X2 CONTNUOUS PRESSURE TREATED BLOCKING, 4 SIDES AIR INTAKE DETAIL AT EXTERIOR 3 " =1' -0" PIVOT HINGE CAULKING ADHESIVE INSTALL 2X BLOCKING AROUND OPENING AND FASTEN EDGES OF DRYWALL TO BLOCKING. ASSUME (E) CEILING JOISTS 4/ 24" O.C. EXTEND BLOCKING TO (E) CEILING JOISTS (TYP) (E) GUJ SNAP FRICTION CATCH REMOVABLE DOOR PAINT DOOR AND FRAME TO MATCH (E) COLOR OF CEILING ATTIC ACCESS HATCH DETAIL 3" = 1' - 0" BACKER ROD 4 SEALANT SELF - ADHERING MEMBRANE CUT (E) WOOD PANELING AS REQ'D TO INSTALL WINDOW ASSEMBLY. REPLACE AND MATCH (E) PANELING WHERE DAMAGED DURING CONSTR, TYPICAL WINDOW NAILING FIN BAY TRIM- PRIME ALL SIDES AND FAINT TO MATCH (E) TRIM. ALLOW I/2" CLEARANCE TO WINDOW FRAME FOR SEALANT JOINT METAL BRACKET± MIN. (2) PER BAY APRON TO MATCH EXIST. SIDING 2X WOOD LEDGER± INSTALL BLOCKING AT EXIST. WALL FoR ADDITIONAL SUPPORT EXIST. SIDING BAY WINDOW STRUCTURE DETAIL 3" = 1' - 0" EXISTING ROOF (E) ROOF FRAMING (E) SOFFIT VENTS S INSULATION DAM DETAIL 3 " =1' -0" INSULATION INSULATION DAM (E) WALL FRAMING TRIM PHOTO DETAIL NTS EXISTING CEILING STRUCTURE FINISH TO MATCH (E) PAINT AND TEXTURE SELF- ADHERING MEMBRANE TO WRAP ENTIRE CORNER POST ACOUSTICAL WINDOW ASSEMBLY L ATTACH 2x3 LEDGER TO EXIST. DECK ATTACH SOFFIT FRAMING TO LEDGER DUCTS PER PLAN WITHIN SOFFIT RE: MECHANICAL 2x2 CONT. NAILER %" GWB- PANT TO MATCH (E) TEXTURE 4 COLOR OF CEILING. ENCLOSE DUCTS TIGHTLY, OR TERMINATE EDGE W/ ADJ ARCHITECTURAL FEATURES PER PLAN. COORDINATE SOFFIT DIMENSIONS WITH MECHANICAL (E) WD FRAME WALL ASSEMBLY DUCT SOFFIT DETAIL 1 -1/2" = 1' - 0" CORNER POST DETAIL VINYL COVER TRIM TO MATCH WINDOW ASSEMBLY UNIT CONTINUOUS SEALANT AT PERIMETER OF WINDOW FRAME NEW SOLID P.T. BLOCKING (2) SIDES AROUND PIPE COLUMN. ATTACH W/ 1/4 -20 COUNTER- SUNK SCREWS W/ WASHERS IN DRILLED AND TAPPED HOLES 44 24" O.C., TYP. (E) PIPE COLUMN WD. TRIM. FINISH TO MATCH EXIST. SEALANT AND BACKER ROD, TYP. 3 " =1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 4 2012 City of Tukwila BUILDING DIVISION RECEIVED MAR 3 0 2012 PERMIT CENTER S.M.STEMPER ARCHITECTS A Processional Limited Liability Company 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 98106 (208) 624 -2777 • FAX (208) 624 -2973 4220 RREGISTEED A',HITE.CT COTT TEMPE' STATE O HINGTON • 0810.03.1734 2/24/11 NTERNATIONAL AIRPORT KING COUNTY AIP NUMBER MPROVEMENTS >- L w W w 0 z LL w a 5 -53- 0058 -043 SEATTLE WASHINGTON DATE ISSUED 2/24/11 BID PACKAGE M -24 100% CD PROJECT ARCHITECT JO PROJECT MANAGER ML &TF DRAWN AA,LB &JH MISC. DETAILS A2.2 0810.03.1734 LIFT (E) BLDG. PAPER AWAY LOOSELY FROM (E) SHEATHING AT JAMBS AND HEAD BUTTERFLY CORNERS, TYP. NOTE: REMOVE (E) SIDING BACK FROM (E) R.O. AS REQ'D (E) SIDING NOT SHOWN FOR CLARITY. REPLACE AND OR INSTALL NEW SIDING AFTER MEMBRANE FLASHING HAS BEEN INSTALLED. 12" LAP SILL MEMBRANE FLASHING 1 -1t2" OVER (E) BLDG. PAPER AT SILL. EXTEND 1 BEYOND R.O. AT EA. END OF SILL. (E) BLDG. PAPER AT SILL (E) SHEATHING CUT SILL FLASHING 4 FOLD THROUGH RO. AS SHOWN. ADHERE MEMBRANE FLASHING TO OUTSIDE FACE OF WALL SHEATHING i" MIN TYP. MEMBRANE FLASHING AT SILL k 511 k BUTTERFLY CORNER FLASHING SCALE: NTS LIFT (E) BLDG. PAPER AWAY LOOSELY FROM (E) SHEATHING AT JAMBS AND HEAD. (E) SIDING NOT SHOWN FOR CLARITY. NOTE: REMOVE (E) SIDING BACK FROM (E) R.O. AS REQ'D (E) SIDING NOT SHOWN FOR CLARITY. REPLACE AND OR INSTALL NEW SIDING AFTER MEMBRANE FLASHING HAS BEEN INSTALLED. WINDOW NAIL FLANGE: 1 EMBED WINDOW HEAD AND JAMB NAIL FLANGE IN SEALANT. ENSURE COMPLETE SEAL BETWEEN FLASHING AND WINDOW FLANGES. SEALANT SHOULD FLOW OUT BEYOND EDGE OF WINDOW FLANGE AND SHOULD FILL FLANGE NAIL HOLES. REMOVE EXCESS MATERIAL. DO NOT SEAL FLANGE AT WINDOW SILL (E) BLDG. PAPER AT SILL. EiD 11 ' 0 O O 0 ‘, O 0 0 0 0 0 0 ELEVATION VIEW NOTE: INSTALL WINDOW PER MFG'RS SPECIFICATIONS. NOTIFY TECHNICAL REPRESENTATIVE OF DISCREPANCIES MEMBRANE FLASHING PREVIOUSLY APPLIED TO WINDOW OPENINGS. BEND ANCHORAGE NAILS DOWN OVER NAIL FLANGE, HEAD ONLY. WINDOW MEMBRANE INSTALLATION (E) SHEATHING SCALE: NTS REMOVED EDGE OF (E) SIDING, SHOWN DIAGRAMATICALLY. (E) SIDING NOT SHOLIN FOR CLARITY. LAY (E) BLDG PAPER BACK DOWN OVER FLANGE FLASHING AT JAMBS NOTE: REMOVE (E) SIDING BACK FROM (E) R.O. AS REQ'D (E) SIDING NOT SHOWN FOR CLARITY. REPLACE AND OR INSTALL NEW SIDING AFTER MEMBRANE FLASHING HAS BEEN INSTALLED. WHERE RE IRED, TRIM (E) BLDG APER AT HEAD TO PARE FOR INSTALLATION OF HEAD FLASHING AND WINDOW TRIM (FOLLOWING STEPS). L J HEAD FLASHING PREPARATION SCALE: NTS (E) BLDG. PAPER NOTE: REMOVE (E) SIDING BACK FROM (E) R.O. AS REQ'D (E) SIDING NOT SHOWN FOR CLARITY. REPLACE AND OR INSTALL NEW SIDING AFTER MEMBRANE FLASHING 14A5 BEEN INSTALLED. CUT JAMB FLASHING 4 FOLD AROUND WINDOW OPENING AS SHOWN. EXTEND 1 -1/2" BEYOND EDGE OF OPENING AT HEAD, JAMBS, AND SILL. ADHERE MEMBRANE FLASHING TO OUTSIDE FACE OF WALL SHEATHING MEMBRANE FLASHING AT JAMB SCALE: NTS NOTE: REMOVE (E) SIDING BACK FROM (E) RO. AS REQ'D (E) SIDING NOT SHOWN FOR CLARITY. REPLACE AND OR INSTALL NEW SIDING AFTER MEMBRANE FLASHING HAS BEEN INSTALLED. INSTALL 514T. METAL. HEAD FLASHING UNDER (E) BLDG PAPER. INSTALL SILL FLANGE FLASHING OVER WINDOW NAIL FLANGE AND FLASHING. MEMBRANE FLASHING AT SILL 5� SCALE: NTS NOTE: REMOVE (E) SIDING BACK FROM (E) RO. AS REQ'D (E) SIDING NOT SHOttN FOR CLARITY. REPLACE AND OR INSTALL NEW SIDING AFTER MEMBRANE FLASHING HAS BEEN INSTALLED. ALLOW I /8" CLEARANCE BETWEEN FLING AND 80T. EDGE (E) - -- - SIDING. TRIMMED EDGE OF (E) SIDING, SHOWN DIAGRAMATICALLY. (E) SIDING NOT SHOWN FOR CLARITY. 9 HEAD FLASHING INSTALLATION SCALE: NTS (E) BLDG. PAPER CUT HEAD FLASHING 4 FOLD AROUND WINDOW OPENING AS SHOWN. EXTEND 1 -1/2" BEYOND R.O. AT HEAD AND JAMBS. ADHERE PENETRATION FLASHING TO OUTSIDE FACE OF WALL SHEATHING (TYP. EACH SIDE OF WALL) MEMBRANE FLASHING AT HEAD SCALE: NTS NOTE: REMOVE (E) SIDING BACK FROM (E) RO. AS REQ'D (E) SIDING NOT SHOWN FOR CLARITY. REPLACE AND OR INSTALL NEW SIDING AFTER MEMBRANE FLASHING HAS BEEN INSTALLED. - INSTALL JAMB FLANGE FLASHING OVER WINDOW NAILING FLANGE AND FLASHING. 6 i MEMBRANE FLASHING AT JAMB SCALE: NTS INSTALL HEAD FLANGE FLASHING OVER WINDOW NAILING FLANGE AND FLASHING. (E) SIDING (E) BLDG. PAPER BENEATH SIDING 1.10 WOOD TRIM INSTALLATION SCALE: NTS INSTALL WD. TRIM. BUTT TIGHT TO TRIMMED EDGE (E) SIDING. APPLY SEALANT BEAD TO JOINT BETWEEN WINDOW TRIM AND SIDING. LEAVE :`" GAP BETWEEN WINDOW TRIM AND WINDOW FRAME. INSTALL CONT. BEAD OF SEALANT AND BACKER ROD IN GAP. GENERAL NOTES: 1: MEMBRANE FLASHING I5 SPECIFIED IN 01211 AS "SELF ADHEARING MEMBRANE FLASHING" TYPICALLY REFERED TO AS "PEEL AND STICK" 2: DETAILS "I, 2, AND 3" REFER TO MEMBRANE INSTALLATION PRIOR TO WINDOW INSTALLATION 3: DETAILS "5, 6, AND 1" REFER TO MEMBRANE INSTALLATION AFTER WINDOW HAS BEEN SET IN PLACE, SHIMMED, AND ANCHORED. 4: DETAILS "8 AND 9" REFER TO SHEET METAL HEAD FLASHING. 5: DETAILS 10 REFER TO WOOD TRIM AND CAULK JOINTS. NOTE: REMOVE (E) SIDING BACK FROM (E) RO. AS REQ'D (E) SIDING NOT SHOUkt FOR CLARITY. REPLACE AND OR INSTALL NEW SIDING AFTER MEMBRANE FLASHING HAS BEEN INSTALLED. 1— T ( 0 0 WINDOW FLASHING INSTALLATION SCALE: NTS REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 4 2012 City of Tukwila BUILDING DIVISION RECUT': MAR 3 0 2012 PE MIT CENTER S.M.STEMPER ARCHITECTS A Professional Limited Liability Company 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 98106 (206) 624 -2777 • FAX (208) 824 -2973 4220 REGISTERED A` HITECT 0810.03.1734 TEMP SHINGTON • 2/24/11 ct O a z 0 Q z w ct H z 0 U 0 Z MPROVEMENTS > 0 T W ce 0 z LL ce Q T T w a C!) AIP NUMBER 5-53- 0058 -043 SEATTLE WASHINGTON DATE 2/24/11 ISSUED BID PACKAGE M -24 100% CD PROJECT ARCHITECT JO PROJECT MANAGER ML &TF DRAWN AA,LB &JH WINDOW FLASHING DETAILS A2.3 0810.03.1734 ABBREVIATIONS ACM ACU AFC AFF APPROX ARCH ASHRAE BFC BFF BOD BTUH CD CFM CIRC COND CONT COORD CW DEG DIA DIM DN DWG E, EXIST EA ELEV, EL EAT EG ESP EWT EXH EXP F FD FLA FPM FT G GA GAL GALV GPM GRD GWB HP HVAC HW HWC HWG HWR HWS IN KW LAT LWG LWT MAX MBH MCA MIN M TG MFG NC NIC NFPA NG NO NTS OA OAT OC OBD PH POC PSI RA REF REQD RG RPM SA SEC SG SHT SM SMC SO SP SPD SPEC TDH TOD TPD TSP TYP VD VTR W WB W/ WG WAC ASBESTOS CONTAINING MATERIALS AIR CONDITIONING UNIT ABOVE FINISHED CEILING ABOVE FINISHED FLOOR APPROXIMATE ARCHITECT AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS BELOW FINISHED CEILING BELOW FINISHED FLOOR BOTTOM OF DUCT BRITISH THERMAL UNITS PER HOUR CEILING DIFFUSER CUBIC FEET PER MINUTE CIRCULATING CONDENSATE CONTINUATION COORDINATE COLD WATER DEGREE DIAMETER DIMENSION DOWN DRAWING EXISTING EACH, EXHAUST AIR ELEVATION ENTERING AIR TEMPERATURE EXHAUST GRILLE EXTERNAL STATIC PRESSURE ENTERING WATER TEMPERATURE EXHAUST EXPANSION FAHRENHEIT FIRE DAMPER, FLOOR DRAIN FULL LOAD AMPS FEET PER MINUTE FOOT, FEET GAS GAUGE GALLONS GALVANI ZED GALLONS PER HOUR GRILLES, REGISTERS, AND DIFFUSERS GYPSUM WALLBOARD HORSEPOWER HEATING, VENTILATION AND AIR CONDITIONING HOT WATER HOT WATER CIRCULATION HIGH WALL GRILLE HOT WATER RETURN HOT WATER SUPPLY INCH KILOWATT, (1000 WATTS) LEAVING AIR TEMPERATURE LOW WALL GRILLE LEAVING WATER TEMPERATURE MAXIMUM 1000 BTU PER HOUR MINIMUM CIRCUIT AMPS MINIMUM MOUNTING MANUFACTURER NORMALLY CLOSED NOT IN CONTRACT NATIONAL FIRE PROTECTION ASSOCIATION NATURAL GAS NORMALLY OPEN NOT TO SCALE OUTSIDE AIR OUTSIDE AIR TEMPERATURE ON CENTER OPPOSED BLADE DAMPER PHASE POINT OF CONNECTION POUNDS PER SQUARE INCH RETURN AIR REFERENCE REQUIRED RETURN GRILLE REVOLUTIONS PER MINUTE SUPPLY AIR SEATTLE ENERGY CODE SUPPLY DIFFUSER SHEET SHEET METAL SEATTLE MECHANICAL CODE SCREENED OPENING STATIC PRESSURE STATIC PRESSURE DROP SPECIFICATIONS TOTAL DYNAMIC HEAD TOP OF DUCT TOTAL PRESSURE DROP TOTAL STATIC PRESSURE TYPICAL VOLT, VENT VOLUME DAMPER VENT THRU ROOF WASTE WET BULB TEMPERATURE WITH WATER GAUGE WASHINGTON ADMINISTRATIVE CODE NOTE: DRAWINGS MAY NOT CONTAIN ALL ABBREVIATIONS LISTED SYMBOL LEGEND DRAWING INDEX ABBR Q� XX OR X 0 X/Y DESCRIPTION DETAIL OR SECTION CALLOUT SHEET WHERE SECTION OR DETAIL SHOWN DIRECTION OF CUTTING PLANE SECTION CUT LINE DIRECTION OF FLOW EQUIPMENT ITEM XX LINE, ARCHITECTURAL BACKGROUND LIGHT LINE, EXISTING HEAVY LINE, NEW WORK ROUND DUCT DIAMETER X PLAN OR HORIZONTAL DIMENSION Y ELEVATION OR VERTICAL DIMENSION EXISTING WORK TO BE REMOVED BREAK IN PIPE OR DUCTWORK FLAG NOTE REVISION NOTE AREA CLOUDED CONTAINS CHANGES TO DRAWINGS SUBSEQUENT TO PREVIOUS ISSUE M1.0 LEGEND, SCHEDULES, ABBREVIATIONS, GENERAL NOTES AND DRAWING INDEX M2.0 BASEMENT AND MAIN FLOOR MECHANICAL PLANS AND DETAILS GENERAL NOTES 1. THE MECHANICAL SYSTEM SHALL CONSIST OF ALL WORK SHOWN ON THE DRAWINGS, INCLUDING FLOOR PLANS, DIAGRAMS, DETAILS, ETC., AND ALL WORK AS IDENTIFIED IN THE SPECIFICATIONS. WORK INCLUDES FURNISHING, INSTALLING SYSTEM, INTEGRATION, TESTING, TRAINING AND WARRANTY OF THE MECHANICAL SYSTEMS AS SHOWN AND SPECIFIED. PROVIDE A COMPLETE AND OPERABLE MECHANICAL SYSTEM COMPLETE WITH ALL MECHANICAL WORK AS REQUIRED FOR SYSTEM OPERATION. 2. THE DESIGN OF MECHANICAL SYSTEMS HAS BEEN BASED UPON THE EQUIPMENT AS MANUFACTURED BY THE MANUFACTURERS LISTED ON THE EQUIPMENT SCHEDULE. EQUIPMENT NAMED IN THE SPECIFICATIONS MAY BE SUBSTITUTED PROVIDED THAT THE EQUIPMENT MEETS OR EXCEEDS ALL SCHEDULED AND SPECIFIED CRITERIA, AND HAS THE WRITTEN APPROVAL OF THE TECHNICAL REPRESENTATIVE. COORDINATE THE INSTALLATION WITH ALL TRADES AND GUARANTEE IN WRITING THAT NO ADDITIONAL COST WILL BE INCURRED DUE TO PRODUCT SUBSTITUTION. 3. CONTRACTOR SHALL FIELD VERIFY ALL BUILDING AND SITE DIMENSIONS BEFORE BEGINNING CONSTRUCTION OR ORDERING EQUIPMENT. DO NOT SCALE FROM PLANS. 4. DIMENSIONS SHOWN FOR DUCTWORK WITH INSULATION SHALL BE NET FREE DIMENSION WITH INSULATION INSTALLED. INSULATION SHALL MEET SEATTLE ENERGY CODE (SEC) CHAPTER 5, 503.9 REQUIREMENTS. 5. AIRTIGHT. DUCTWORK PENETRATIONS THROUGH WALLS, PARTITIONS, CEILINGS AND ROOFING SYSTEMS SHALL BE SEALED AIRTIGHT. DUCTWORK, OR STRUCTURAL COLUMN PENETRATION THROUGH DUCTS SHALL BE SEALED PROVIDE ALL REQUIRED ELECTRICAL POWER, AND CONTROL INTERFACE AND CONNECTIONS AS REQUIRED FOR SYSTEM OPERATION. COORDINATE REQUIREMENTS WITH THE ELECTRICAL CONTRACTOR. 6. PROVIDE ACCESS PANELS AS REQUIRED TO MAINTAIN EQUIPMENT, ACCESS VALVES AND DAMPER OPERATORS. 7. 8. COORDINATE LOCATION OF THERMOSTATS AND ALL WALL MOUNTED EQUIPMENT, WITH THE TECHNICAL REPRESENTATIVE. LOCATIONS AS SHOWN ON THE DRAWINGS ARE FOR REFERENCE ONLY. LOCATE THERMOSTATS 4' -0" AFF. UNLESS NOTED OTHERWISE. 9. PROVIDE UNIT SUPPORT PER MANUFACTURERS RECOMMENDATIONS. CONTRACTOR SHALL PROVIDE MATERIALS AND SERVICES INCLUDING BUT NOT LIMITED TO, ADDITIONAL STEEL, SUPPORT BRACKETS, HANGERS, ACCESSORIES, AND STRUCTURAL ENGINEERING AS REQUIRED TO SUPPORT EQUIPMENT. MAINTAIN 10' -0° CLEARANCE BETWEEN OUTSIDE AIR INTAKE AND EXHAUST OUTLET. PROVIDE FRAMING, CUTTING, BLOCKING AND PATCHING AS REQUIRED. MAINTAIN 3' -0" CLEARANCE FROM EXHAUST OUTLET TO OPERABLE WINDOW OR DOOR. 10. 11. 12. SYMBOL XXX X ABBR + f + EQUIP ID�R �. x NG • 0 Db r/ DESCRIPTION DIFFUSER, REGISTER OR GRILLE CALL OUT CFM AMOUNT DN DUCT OFFSET DOWN IN FLOW DIRECTION UP DUCT OFFSET UP IN FLOW DIRECTION DUCT WITHOUT INSULATION INSULATED DUCT UNDERGROUND OR ATTIC DUCT W/ INSULATION ALTERNATE DUCT DUCT FLEX CONNECTION VD RA /EA RG SA SA RA /EA SD VOLUME DAMPER RETURN AIR OR EXHAUST AIR DUCT RETURN AIR GRILLE SUPPLY AIR OUTLET, SIDEWALL SUPPLY AIR DUCT RETURN AIR OR EXHAUST AIR DUCT SUPPLY GRILLE OR DIFFUSER OPEN AREA INDICATED ACTIVE ELEMENTS (4 WAY IF HATCH IS NOT SHOWN) LINEAR DIFFUSER EA EXHAUST AIR DUCT, EXHAUST AIR GRILLE TRANSITION - RECTANGULAR TO ROUND RECTANGULAR ELBOW WITH TURNING VANES SWITCH THERMOSTAT EQUIPMENT LOCATION MOD MOTOR OPERATED DAMPER NG NATURAL GAS PIPE PIPE /DUCT ELBOW DOWN PIPE /DUCT ELBOW UP BALL VALVE APPLIANCE REGULATOR TWO WAY VALVE DIRT LEG CLEARANCE REQUIREMENT MECHANICAL / ELECTRICAL COORDINATION ITEM NO. EQUIPMENT CONTROL EQUIPMENT REMARKS FURNISHED UNDER DIVISION INSTALLED UNDER DIVISION WIRED UNDER DIVISION REMARKS DESCRIPTION VOLTS PH 407 <.08 "WG 9 "0 EXTERIOR 15 16 15 16 N/A 15 16 N/A - MOTOR OPERATED DAMPER 24 1 X X X 1,2 - THERMOSTAT 24 1 X X X 1 REMARKS: 1 - VERIFY QUANTITY FROM PLANS (TYPICAL ALL) 2 - DISCONNECT SWITCH WALL CAP SCHEDULE MARK LOCATION CFM AIR VELOCITY FPM STATIC PRESSURE SIZE LOCATION REMARKS WC -1 EXTERIOR 180 407 <.08 "WG 9 "0 EXTERIOR 1,2 NOTES: 1. THICKNESS OF INSULATION IS DEFINED AS THE THICKNESS OF THE BASIC INSULATING MEDIUM NOT INCLUDING FINISHING MATERIALS. 2. INSULATION MAY BE CMITTED ON THAT PORTION OF A DUCT WHICH IS LOCATED WITHIN A WALL OR FLOOR /CEILING SPACE WHERE BOTH SIDES OF THIS SPACE ARE EXPOSED TO CONDITIONED AIR AND WHERE THIS SPACE IS NOT VENTILATED OR OTHERWISE EXPOSED TO UNCONDITIONED AIR. 3. REFER TO SEATTLE ENERGY CODE FOR ADDITIONAL REQUIREMENTS. REMARKS: 1. PROVIDE ALL WALL CAPS WITH INSECT SCREEN 2. BASIS FOR DESIGN: FAMCO HOODED WALL VENT A. OR APPROVED EQUAL WAC RESIDENCE CODE FLOOR AREA NUMBER OF BEDROOMS CODE REQUIRED VENTILATION VENTILATION PROVIDED NOTES 0810.03.1734 1721 2 180 CFM 180 CFM 1 1. VENTILATION PROVIDED PER THE WASHINGTON ADMINISTRATIVE CODE (WAC), SECTION 51 -51 -1508, TABLES M1508.2 AND M1508.3 MINIMUM DUCT INSULATION THICKNESS DUCT LOCATION 1 MIN VALUE NOTES ON ROOF OR ON EXTERIOR OF BUILDING R -8 WITH WEATHERPROOF BARRIER 1,3 ATTIC, GARAGE, CRAWL SPACE, IN WALLS, IN FLOOR /CEILING R -8 1,2,3 WITHIN CONDITIONED SPACE OR IN HEATED BASEMENTS R -8 1,3 IN CEMENT SLAB OR IN GROUND R -5 1,3 NOTES: 1. THICKNESS OF INSULATION IS DEFINED AS THE THICKNESS OF THE BASIC INSULATING MEDIUM NOT INCLUDING FINISHING MATERIALS. 2. INSULATION MAY BE CMITTED ON THAT PORTION OF A DUCT WHICH IS LOCATED WITHIN A WALL OR FLOOR /CEILING SPACE WHERE BOTH SIDES OF THIS SPACE ARE EXPOSED TO CONDITIONED AIR AND WHERE THIS SPACE IS NOT VENTILATED OR OTHERWISE EXPOSED TO UNCONDITIONED AIR. 3. REFER TO SEATTLE ENERGY CODE FOR ADDITIONAL REQUIREMENTS. DRAWING NOTES: 1. ASBESTOS CONTAINING MATERIALS ARE PRESENT AT THIS RESIDENCE. THE CONTRACTOR REMOVING ACM SHALL REVIEW THE EXECUTIVE SUMMARY REPORT AND LAB ANALYSIS FOR EACH RESIDENCE INDICATED TO HAVE ACM PRESENT PRIOR TO START OF WORK AND WILL BE RESPONSIBLE FOR OVERSEEING ABATEMENT PROCEDURES. THE CONTRACTOR SHALL IDENTIFY, QUANTIFY, AND LOCATE ALL AREAS REQUIRING ABATEMENT. REFER TO SECTIONS 01011 AND 02080 FOR REGULATED MATERIALS ABATEMENT. 2. LEAD PAINT IS PRESENT AT THIS RESIDENCE. REFER TO SECTIONS 01011 AND 02080 FOR REQUIREMENTS RELATED TO EXTERIOR WINDOW TRIM PAINT. THERMOSTAT /SWITCH HOURS OF OPERATION SET THERMOSTAT /SWITCH TO OPERATE 1 OF EVERY 3 HOURS. Dig. - 101 MECHANICAL VENTILATION CALCULATION PER WAC 51- 52- 0403.8 (GROUP R OCCUPANCIES) QF = QR / ( &EGR X F) QR = (FROM TABLE 403.8.1) Q. &EGR = VENTILATION EFFECTIVENESS (EXCEPTION IF SYSTEM OPERATES 1 OF EVERY 3 HOURS) = 1 F = FRACTION OF OPERATION 1/3 QF = 60 / (1 X 1 /3) = 180 CFM RECEIVED MAR 3 0 2012 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED 1 EXPIRES: 9/08/2012 1 S.M. STEMPER ARCHITECTS A Professional Limited Lability Company 4000 DELRSDGE WAY SW SUITE 200 • SEATTLE, WA 98106 (20e) 624 -2777 • FAX (2o6) 624 -297 THE GREENBUSCH GROUP, INC ))) PCCUSIIGL, NIpO VSIBD ! YBOIWSCPL MOM= 1201:516117. e-o6� SIILiET 9UIE 201 9FA1LL; NII 9e111 (206) 378 -0041 FMK 0810.03.1734 KING COUNTY INTERNATIONAL AIRPORT C/) Z w w 0 0 2 0 w w w 0) O LL U J w w AIP NUMBER 5 -53 -0058 -043 DATE 2124111 ISSUED BID PACKAGE M -24 100% CD PROJECT ENGINEER CA PROJECT MANAGER CA DRAWN CA, MM & JA LEGENDS, SCHEDULES, ABBREVS., GENERAL NOTES, & DWG INDEX M1.0 0810.03.1734 BEAM ROUTE DUCT IN SOFFIT AND TIGHT, I TO JOISTS STORAGE ROUTE DUCT )OWN TO °OC ROUTE UNDER BEAM SOFFIT BY OTHERS ROUTE DUCT IN JOISTS JOIST\ J CORE DRILL CONCRETE e— C F we 180 UP (E)sc STORAGE BASEMENT MECHANICAL PLAN SCALE: 1/4" = CEILING NORTH SEE CRAWLSPACE CRAWLSPACE ACCESS ROUTE DUCT DOWN AND TIGHT TO WALL VOLUME DAMPER FOR EXISTING RETURN DUCT, FIELD VERIFY SIZE PRIOR TO ORDERING MOD, INTERLOCK TO FURNACE 4 POC FLOOR w FURNACE OUTSIDE AIR TO FURNACE ELEVATION OUTSIDE AIR DUCT, SIZE AND ROUTE IN JOIST PER PLAN SCALE: NONE / \ (E)SG (E)SG El KITCHEN BATH ® (E)EG LIVING ROOM ESG� (E)SG CLOSET ESG� BEDROOM 1- 0 N BEDROOM 2 ESG� MAIN FLOOR MECHANICAL PLAN SCALE: 1/4" = 1' -0" SHEETMETAL TRANSITION TO GRILLE NECK SIZE DUCT PER PLAN CAULK FOAM BACKER ROD WALL CAP SLEEVE AND ESCUTCHEON WALL NORTH NOTES: 1. INSTALL WALL CAP PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. COORDINATE WITH ARCHITECTURAL TECHNICAL DOCUMENTS, REFERENCE 1/A2.2 FOR DETAIL. WALL CAP CONNECTION DETAIL SCALE: NONE DRAWING NOTES: 1. RESIDENCE IS FULLY CONDITIONED BY A DUCTED FURNACE SYSTEM. 2. FIELD VERIFY OUTSIDE AIR INLET LOCATION IS AT MINIMUM 10 FEET AWAY OR 2 FEET BELOW ANY HAZARDOUS OR NOXIOUS SOURCE PER SMC 401.5.1. 3. SEE ELECTRICAL DOCUMENTS FOR FURNACE WIRING MODIFICATION. AT THE TIME OF FINAL INSPECTION, THE WHOLE HOUSE FAN SHALL OPERATE FOR AT LEAST 8 HOURS A DAY, INDEPENDENT OF CALL FOR HEATING, TO SATISFY THE WASHINGTON ADMINISTRATIVE CODE, CHAPTER 51 -52- 0403.8.2 (CONTROLS FOR WHOLE HOUSE VENTILATION SYSTEMS SHALL BE CAPABLE OF OPERATING THE VENTILATION SYSTEM WITHOUT ENERGIZING OTHER ENERGY- CONSUMING APPLIANCES). COORDINATE FINAL TIME SETTING WITH PROJECT REPRESENTATIVE. FLAG NOTES: CUT AND PATCH STUD WALL AS REQUIRED TO INSTALL WALL CAP. REFER TO ARCHITECTURAL DRAWINGS AND TECHNICAL SPECIFICATIONS. REMOVE THE EXISTING THERMOSTAT AND PROVIDE SEC 1412.4 COMPLIANT THERMOSTAT AS SPECIFIED. AFFIX A LABEL TO THE CONTROLLER THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)" PER WAC 51 -52- 0403.8.2 -5.8. INSULATE ALL DUCT AS SCHEDULED. REFER TO THE MINIMUM DUCT INSULATION THICKNESS SCHEDULE ON M1.0. FIELD VERIFY POC OF OUTSIDE AIR DUCT TO (E) FURNACE IS WITHIN 4 FEET OF FURNACE RETURN INLET PER WAC 51 -52 403.8.7.2 CUT DUCT AND INSTALL A VOLUME DAMPER ON THE EXISTING FURNACE RETURN AIR DUCT. VOLUME DAMPER SHALL ALLOW FOR BALANCING THE OUTSIDE /RETURN AIR TO PROVIDE THE SCHEDULED VOLUME OF OUTSIDE AIR. FIELD VERIFY RETURN AIR DUCT SIZE PRIOR TO ORDERING. IF A VOLUME DAMPER EXISTS IN THIS LOCATION, IT MAY BE REUSED. bL1(Oi SEPARATE PERMITAND APPROVAL REQUIRED RECEIVED MAR 30 2012 PERMIT CENTER EXPIRES: 9 /08/2012 S.M. STEMPER ARCHITECTS A Prc ea aion.l Limited U&blltty Company 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 98106 (20e) 024 -2777 • FAX (200) 024 -2973 THE GREENBUSCH GROUP, INC ))) RIGID •6101:0 ! YEAIWKM. ENOIEE I Ni 100G iSl SINE7d 21211 201 SWILL, 15 N119 (102) 370 -0509 (10(1) 3721 -0141 FAX 0810.03.1734 O O Q z O FLE, c Q w z 00 z 0 Ct 0 < ( _I Z � z W 0 0) w MPROVEMENTS AIP NUMBER 5 -53- 0058 -043 DATE 2/24/11 ISSUED BID PACKAGE M -24 100% CD PROJECT ENGINEER CA PROJECT MANAGER CA DRAWN CA, MM & JA BASEMENT AND MAIN FLOOR MECHANICAL PLANS AND DETAILS M2.0 0810.03.1734 15/1 /"-■ BLACK L -0 0 N WHITE PANEL MP LOCATION, 1201240 VOLT, 1 PHASE, 3 WIRE. SERVING: RESIDENCE MC, 200 AMP with MAIN BKR FURNISHED UNDER DIVISION NSTALLED UNDER DIVISION WIRED UNDER DIVISION CKT LOAD DESCRIPTION TYPE KVA NP PHASE AIP KVA TYPE LOAD DESCRIPTION CKT 1 3 5 EXIST CKT EXIST CKT 15 16 30/2 20 A A B 30/2 15 1 X EXIST CKT EXIST CKT 2 4 6 X ®D FIRE ALARM SMOKE DETECTOR 120V OPERATED X 15 1,2 B 20/2 24 1 EXIST CKT 6 9 11 13 15 17 19 EXIST CKT EXIST CKT EXIST CKT EXIST CKT EXIST CKT 15 15 15 20 20 20 A A A B B B 15 20 30/2 3012 EXIST CKT EXIST CKT EXIST CKT EXIST CKT 10 12 14 16 18 20 21 EXIST CKT 30 A REMARKS: 1 - VERIFY QUANTITY FROM PLANS (TYPICAL ALL) 2 - DISCONNECT SWITCH 22 23 25 27 29 SPACE SPACE SPACE SPACE . A A B B "1511 0.01 0 SMOKE DETECTORS SPACE SPACE SPACE 24 26 28 30 LOAD TYPE L R M H WH D A K LM TOTAL LOADS CONN. LOAD 0.01 001 KVA 0.04 AMP COMPUTED LOAD 0.01 0.01 KVA 0.04 AMP ISOLATED GROUND BUS 0 FEED THRU LUGS t MAIN BKR SHUNT TRIP PANEL SKIRTS 0 SURFACE El RAINTIGHT NEMA -3R ENCLOSURE [J DOUBLE LUGS ❑ SERVICE ENTRANCE LABEL ❑ INTEGRAL TVSS ❑ FLUSH REMARKS; *" PROVIDE BREAKER TO MATCH EXISTING CUTLER HAMMER PANEL MECi-IANICAL i ELECTRICAL CoORD [NATION ITEM NO. EQUIPMENT CONTROL EQUIPMENT REMARKS FURNISHED UNDER DIVISION NSTALLED UNDER DIVISION WIRED UNDER DIVISION DESCRIPTION VOLTS PH EQUIPMENT CONNECTION, SEE EQUIPMENT CONNECTION SCHEDULES FOR SPECIFIC REQUIREMENTS. AI 15 16 15 16 N/A 15 16 N/A - MOTOR OPERATED DAMPER 24 1 X TOGGLE TYPE MOTOR DISCONNECT SWITCH WITH THERMAL OVERLOADS X ®D FIRE ALARM SMOKE DETECTOR 120V OPERATED X g 1,2 - THERMOSTAT 24 1 X TIMER OPERATED SWITCH X X THERMOSTAT 1 REMARKS: 1 - VERIFY QUANTITY FROM PLANS (TYPICAL ALL) 2 - DISCONNECT SWITCH BLACK BLACK WHITE RED BK WHITE SMOKE DETECTOR WIRING DIAGRAM NO SCALE RED STORAGE FUR UP STORAGE BASEMENT PLAN 1/4" = 1' ELECTRICAL - PROJECT NOTES 1. CONTRACTOR AND THEIR SUBCONTRACTORS TO HAVE ACCESS TO HOUSE BETWEEN 8:00 AM TO 5:00 PM, ALL ELECTRICAL WORK FOR EACH DAY MUST BE COMPLETED IN THAT TIME PERIOD. 2. ISOLATED DEMOLITION OF WALL AREAS TO FACILITATE INSTALLATION OF ELECTRICAL DEVICES SHALL BE LIMITED, PATCHED AND PAINTED AFTER WORK IS COMPLETED. 3. MAXIMUM POWER OUTAGE IS TO BE NO LONGER THAN EIGHT HOURS. POWER MUST BE PROVIDED AT EACH UNIT BEFORE 8:00 AM & AFTER 5:00 PM. 4. WHERE NEW ELECTRICAL EQUIPMENT OR DEVICES REPLACES EXISTING, CUT AND PATCH AS REQUIRED. REMOVE ALL PAINT LINES, PROVIDE SHEET ROCK, TAPE AND TEXTURE AND PAINT TO FILL ALL HOLES LEFT FROM EXISTING CONDITION OR NEW ROUGH -IN. PAINT TO MATCH SURROUNDING CONDITIONS. 5. COORDINATE REQUIREMENTS FOR ALL WORK WITH ARCHITECT PLANS AND SPECS REGARDING WORK ON HISTORIC HOMES. SPECIAL METHODS AND COORDINATION SHALL BE GIVEN TO ALL WORK WITHING OR ON THIS RESIDENCE TO MAINTAIN HISTORIC VALUE. VERIFY REQUIREMENTS WITH ARCHITECT. ALL NEW WORK SHALL BE CONCEALED. ELECTRICAL PLAN NOTES 0 PROVIDE CONNECTION FOR 24V DAMPER. PROVIDE TOGGLE SWITCH AS DISCONNECT. ACQUIRE 24V POWER FROM FURNACE. 0 PROVIDE COMPLETE CONNECTION FOR MOTORIZED DAMPER AND THERMOSTAT. COORDINATE WORK WITH MECHANICAL DRAWINGS. 3I PROVIDE "TIMER SWITCH AND COMPLETE CONNECTIONS FOR SUMMER MODE OPERATION. SEE WIRING SPECIFICATIONS FOR SWITCH. 0 PROVIDE INTERCONNECTED 120V SMOKE DETECTOR WITH BATTERY BACK. SEE SPECIFICATION SECTION 16100. PROVIDE CEILING TYPE BACK BOX. PROVIDE NEW CIRCUIT AS INDICATED FOR DETECTORS IN ACCESSIBLE ATTIC. CONNECT EACH DETECTOR TO 120Vac AND PROVIDE COMMUNICATION WIRE BETWEEN DETECTORS AS INDICATED IN DETAIL. SEE GENERAL NOTES FOR CEILING PENETRATION REQUIREMENTS. C HOME RUN CIRCUIT TO PANEL AND MAKE ALL CONNECTIONS COMPLETE. SEE GENERAL REQUIREMENTS FOR ANY CEILING OR WALL PENETRATION WORK. 0 PROVIDE NEW 15/1 BREAKER IN PANEL AND 2[14 &G TYPE NMB CONDUCTOR FOR SMOKE DETECTORS TO MATCH EXISTING. SEE PANEL SCHEDULE. SEE GENERAL REQUIREMENTS FOR ANY WALL PENETRATION WORK. NORTH MAIN FLOOR PLAN (61 RECEIVED MAR 3 0 2012 PERMIT CENTER SEPARATE PERMIT AND 4 APPROVAL REQUIRED S.MSTEMPER ARCHITECTS A Professional Limited Liability Company 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 98106 (206) 624 -2777 • FAX (206) 624 -2973 0810.03.1734 0 J Q z 0 z ce W z 0 to z MPROVEMENTS 0 w W W 0 z LL 0 oe! J 0 AIP NUMBER 5 -53- 0058 -043 SEATTLE WASHINGTON DATE 02/24/11 ISSUED BID PACKAGE M -24 100% CD PROJECT ENGINEER CHL PROJECT MANAGER BCR DRAWN JAB FLOOR PLANS NOTES E1.0 0810.03.1734 ELECTRICAL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION G LJGHI1NG OR POWER PANEL EQUIPMENT CONNECTION, SEE EQUIPMENT CONNECTION SCHEDULES FOR SPECIFIC REQUIREMENTS. AI BRANCH CIRCUIT WIRING AND CONDUIT AS REQUIRED FOR CKTS DEVICES AND EQUIP INDICATED ON PLANS. (WIRING AND CONDUIT SIZE MAY NOT APPEAR ON PLANS). PROVIDE CONDUCTORS AND CONDUIT PER NEC CODE. #12 AWG, 1/2°C. MIN. EMT OR RIGID STEEL 1 INDICATES EQUIP GND. 1 INDICATES ISOLATED GROUND. I I I I 1 DAMPER CONNECTION EP NON - FUSED DISCONNECT SWITCH 0 MAST, WEATHERHEAD TOGGLE TYPE MOTOR DISCONNECT SWITCH WITH THERMAL OVERLOADS BRANCH CIRCUIT HOME RUN ®D FIRE ALARM SMOKE DETECTOR 120V OPERATED —'-- g ELECTRICAL METER ® FIRE ALARM SMOKE DETECTOR /CO SENSOR 120V OPERATED AERIAL SERVICE CONDUCTORS, COORDINATE WITH UTILITY. TIMER OPERATED SWITCH --- - — ® THERMOSTAT ELECTRICAL - PROJECT NOTES 1. CONTRACTOR AND THEIR SUBCONTRACTORS TO HAVE ACCESS TO HOUSE BETWEEN 8:00 AM TO 5:00 PM, ALL ELECTRICAL WORK FOR EACH DAY MUST BE COMPLETED IN THAT TIME PERIOD. 2. ISOLATED DEMOLITION OF WALL AREAS TO FACILITATE INSTALLATION OF ELECTRICAL DEVICES SHALL BE LIMITED, PATCHED AND PAINTED AFTER WORK IS COMPLETED. 3. MAXIMUM POWER OUTAGE IS TO BE NO LONGER THAN EIGHT HOURS. POWER MUST BE PROVIDED AT EACH UNIT BEFORE 8:00 AM & AFTER 5:00 PM. 4. WHERE NEW ELECTRICAL EQUIPMENT OR DEVICES REPLACES EXISTING, CUT AND PATCH AS REQUIRED. REMOVE ALL PAINT LINES, PROVIDE SHEET ROCK, TAPE AND TEXTURE AND PAINT TO FILL ALL HOLES LEFT FROM EXISTING CONDITION OR NEW ROUGH -IN. PAINT TO MATCH SURROUNDING CONDITIONS. 5. COORDINATE REQUIREMENTS FOR ALL WORK WITH ARCHITECT PLANS AND SPECS REGARDING WORK ON HISTORIC HOMES. SPECIAL METHODS AND COORDINATION SHALL BE GIVEN TO ALL WORK WITHING OR ON THIS RESIDENCE TO MAINTAIN HISTORIC VALUE. VERIFY REQUIREMENTS WITH ARCHITECT. ALL NEW WORK SHALL BE CONCEALED. ELECTRICAL PLAN NOTES 0 PROVIDE CONNECTION FOR 24V DAMPER. PROVIDE TOGGLE SWITCH AS DISCONNECT. ACQUIRE 24V POWER FROM FURNACE. 0 PROVIDE COMPLETE CONNECTION FOR MOTORIZED DAMPER AND THERMOSTAT. COORDINATE WORK WITH MECHANICAL DRAWINGS. 3I PROVIDE "TIMER SWITCH AND COMPLETE CONNECTIONS FOR SUMMER MODE OPERATION. SEE WIRING SPECIFICATIONS FOR SWITCH. 0 PROVIDE INTERCONNECTED 120V SMOKE DETECTOR WITH BATTERY BACK. SEE SPECIFICATION SECTION 16100. PROVIDE CEILING TYPE BACK BOX. PROVIDE NEW CIRCUIT AS INDICATED FOR DETECTORS IN ACCESSIBLE ATTIC. CONNECT EACH DETECTOR TO 120Vac AND PROVIDE COMMUNICATION WIRE BETWEEN DETECTORS AS INDICATED IN DETAIL. SEE GENERAL NOTES FOR CEILING PENETRATION REQUIREMENTS. C HOME RUN CIRCUIT TO PANEL AND MAKE ALL CONNECTIONS COMPLETE. SEE GENERAL REQUIREMENTS FOR ANY CEILING OR WALL PENETRATION WORK. 0 PROVIDE NEW 15/1 BREAKER IN PANEL AND 2[14 &G TYPE NMB CONDUCTOR FOR SMOKE DETECTORS TO MATCH EXISTING. SEE PANEL SCHEDULE. SEE GENERAL REQUIREMENTS FOR ANY WALL PENETRATION WORK. NORTH MAIN FLOOR PLAN (61 RECEIVED MAR 3 0 2012 PERMIT CENTER SEPARATE PERMIT AND 4 APPROVAL REQUIRED S.MSTEMPER ARCHITECTS A Professional Limited Liability Company 4000 DELRIDGE WAY SW SUITE 200 • SEATTLE, WA 98106 (206) 624 -2777 • FAX (206) 624 -2973 0810.03.1734 0 J Q z 0 z ce W z 0 to z MPROVEMENTS 0 w W W 0 z LL 0 oe! J 0 AIP NUMBER 5 -53- 0058 -043 SEATTLE WASHINGTON DATE 02/24/11 ISSUED BID PACKAGE M -24 100% CD PROJECT ENGINEER CHL PROJECT MANAGER BCR DRAWN JAB FLOOR PLANS NOTES E1.0 0810.03.1734