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HomeMy WebLinkAboutPermit D08-179 - MUSEUM OF FLIGHT - REPAIRMUSEUM OF FLIGHT 9404 EAST MARGINAL WY S EXPIRED 11 - 02 - OS D08 -179 Parcel No.: 3324049019 Address: 9404 EAST MARGINAL WY S TUKW Suite No: 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 Tenant: Name: MUSEUM OF FLIGHT Address: 9404 EAST MARGINAL WY S , TUKWILA WA Contact Person: Name: BRENT NELSON Address: 10735 STONE AV N , SEATTLE WA 98133 Phone: 206 367 -2525 Contractor: Name: PACIFIC RAINIER ROOFING INC Address: 10735 STONE AV N , SEATTLE WA 98133 Phone: 206 367 -2525 Contractor License No: PACIFRR248LC doc: IBC -10/06 Citylif Tukwila e Owner: Name: MUSEUM OF FLIGHT FOUNDATION Address: 9404 EAST MARGINAL WAY S , SEATTLE WA 98108 Phone: DEVELOPMENT PERMIT DESCRIPTION OF WORK: EMERGENCY REPAIRS OF THE EXISTING ROOF DRAINS. REPLACE A PORTION OF THE METAL ROOF TO GAIN ACESS TO THE EXISTING GUTTER. Value of Construction: $88,000.00 Fees Collected: $1,173.50 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: HA Occupancy per IBC: 0006 * *continued on next page ** Permit Number: D08 -179 Issue Date: 04/09/2008 Permit Expires On: 10/06/2008 Expiration Date: 05/01/2009 D08 - 179 Printed: 04 -09 -2008 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: City ATukwila • 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 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: Permit Center Authorized Signature: I hereby certify that I have read and ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied N Signature: Name: 70 e G Q ✓/ a �! doc: IBC - 10/06 , whether specified herein or not. Permit Number: D08 -179 Issue Date: 04/09/2008 Permit Expires On: 10/06/2008 Date: Date: 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. 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. D08 -179 Printed: 04 -09 -2008 Parcel No.: 3324049019 Address: 9404 EAST MARGINAL WY S TUKW Suite No: Tenant: MUSEUM OF FLIGHT 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10106 . 11 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS * *continued on next page ** Permit Number: D08 - 179 Status: ISSUED Applied Date: 04/08/2008 Issue Date: 04/09/2008 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: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 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 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: 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. D08 -179 Printed: 04 -09 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature Date: Print Name: ✓ " �` e H? R' n doc: Cond -10/06 D08 -179 ordinances governing or local laws regulating Printed: 04 -09 -2008 SITE LOCATION Site Address: 9404 East Marginal Way SO. Tenant Name: Museum of Flight Property Owners Name: Museum of Flight Mailing Address: 9404 East Marginal Way SO. Mailing Address: E -Mail Address: Company Name: Mailing Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 /nip ti in Lltl/trll 1t 1. !LC 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 ** 10735 Stone Ave N Pacific Rainier Roof ing 10735 Stone Ave N 0 'Applications \Forms- Applications On Line \3 -2006 - Permit Application doc Revised 9 - 2006 bh Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) POS King Co Assessor's Tax No.: 71- 0' r1O10 Suite Number: Floor: New Tenant: ❑ Yes ®..No Tukwila City Seattle City Fax Number: Seattle City WA State CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Brent Nelson Day Telephone: 206- 367 -2525 State GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) WA City State Zip Contact Person: Brent Nelson Day Telephone: 206- 367 -2525 E -Mail Address: Fax Number: 206 -363 -4811 Contractor Registration Number: PA— CI— FR— R248LC Expiration Date: May 1, 2009 ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record City Day Telephone: Fax Number: State ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record State 98108 Zip WA 98133 Zip 98133 Zip Zip Day Telephone: Fax Number: Page I of 6 -/ BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): S 88, 000.00 Scope of Work (please provide detailed information): Emergency repairs of the existing roof drains, Replace a portion of the metal roof to gain access to the existing gutter. Will there be neh\ rack storage? ❑.....Yes, PLANNING DIVISION: Single Emily building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 'For an Accesson d\»elling. provide the follo\k ing: Lot Area (sq ft): Floor area of principal dh%elling: Floor area of accessory d'helling: Pro ide Documentation that shoes that the principal (Avner lives in one of'the dh‘ellings as his or her primary residence. Number of Parking Stalls Prov ided: Standard: Compact: Handicap: Will there he a change in use? ❑...... Yes ® No I f "y es''. explain: FIRE PROTECTION /H.‘ZARDOCS MATERIALS: ❑ Sprinklers ❑ automatic Fire Alarm ❑ None 0 Other (specify) Will there he storage or use of flammable. combustible or hazardous materials in the building? ❑ Yes ❑ No If ec ', attach( list of minerials and storage locations on a sepn rate 8-1/2 11 paper including quantities and .t laterial Soleh• Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system. provide 2 copies ofa current septic design approved by King County Health Department. �) Ipl..ar;n(1.im Reu >rd •''•20(m hh ! m . NW \pplcaiic n die . No If yes. a separate permit and plan submittal x‘ ill be required. Pros ide All Building Areas in Square Footage Below Existing Building Valuation: S Page 2of( Existing Interior Remodel Addition to Existing Structure Nev% Type of Construction per IBC Ty pe of Occupancy per IBC I' Floor 2nd Floor ?') Floor Floors that Basement Accessory Structure" Attached Garage Detached Garage Attached Carport Detached Carport Coy ered Deck Uncovered Deck -/ BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): S 88, 000.00 Scope of Work (please provide detailed information): Emergency repairs of the existing roof drains, Replace a portion of the metal roof to gain access to the existing gutter. Will there be neh\ rack storage? ❑.....Yes, PLANNING DIVISION: Single Emily building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 'For an Accesson d\»elling. provide the follo\k ing: Lot Area (sq ft): Floor area of principal dh%elling: Floor area of accessory d'helling: Pro ide Documentation that shoes that the principal (Avner lives in one of'the dh‘ellings as his or her primary residence. Number of Parking Stalls Prov ided: Standard: Compact: Handicap: Will there he a change in use? ❑...... Yes ® No I f "y es''. explain: FIRE PROTECTION /H.‘ZARDOCS MATERIALS: ❑ Sprinklers ❑ automatic Fire Alarm ❑ None 0 Other (specify) Will there he storage or use of flammable. combustible or hazardous materials in the building? ❑ Yes ❑ No If ec ', attach( list of minerials and storage locations on a sepn rate 8-1/2 11 paper including quantities and .t laterial Soleh• Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system. provide 2 copies ofa current septic design approved by King County Health Department. �) Ipl..ar;n(1.im Reu >rd •''•20(m hh ! m . NW \pplcaiic n die . No If yes. a separate permit and plan submittal x‘ ill be required. Pros ide All Building Areas in Square Footage Below Existing Building Valuation: S Page 2of( -J• 1, -Y BUILDING OWN Signature: Print Name: Mailing Address: R OR At'TF PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should he entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current tee 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON. AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date Application Accepted: Brent Nelson RIZED AGENT: 10735 Stone Ave N ty,1 !QS l� Q:'Applications\Fomu- Applications On Ltnei -2006 - Petmit Apphcation.doc Revised 9 -2006 bh Seattle City Date: 4/8/08 Day Telephone: 206 367 - 2525 WA 98133 State Zip Date Application Expires: Staff Initials: Page 6 of 6 Cit Y !f Tukwila Permit Center 6300 Southcenter Boulevard, Suite, 100 Tukwila, WA 98188 (206 431 -3670) Application # 1)O —� ALTERNATE PLAN SUBMITTAL AUTHORIZATION eECiry FOR LIMITED SCOPE OF WORK °F r uftwu I.B.C.& I.R.C. Section 104.1 APR 08 10 PERMIT CENTER Project name lv \ UC'kiA A D l VI Address 11Q Vj MP(Yl-WO■li'l 1/V( C 7 Description of work 0116 -f N C ( 11/6fitl Kt& 1 c O P -1i.6 P(" 1 I IV hcnr4 66 V ntk- Gault . Related reference number The above project permit applicant, due to the limited scope of work is authorized to submit reduced plan requirements described below. 1. Complete permit application required: (Note, all application must include; 1) property assessor number, 2) copy of contractors license or completed owner waiver form.) Building Mechanical Other 2. Minimum plan and /or specification requirement: Site plan Floor plan Elevations Foundation Cross sections Roof plan W.S.E.C. Compliance Narrative Structural calculations (stamped by Was ington State licensed engineer ) Specific required information _ 41C 3. Other special instructions: Authorization by, TBD36/96 -form 12 Date - �g . (Authorization void 30 days after the date issued.) Receipt No.: R08 - 01093 Initials: User ID: Payee: JEM 1165 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount PACIFIC RAINIER ROOFING INC Parcel No.: 3324049019 Permit Number: D08 -179 Address: 9404 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 04/08/2008 Applicant: MUSEUM OF FLIGHT Issue Date: Payment Check 26765 1,173.50 RECEIPT Account Code Current Pmts 000/322.100 000/386.904 Payment Amount: $1,173.50 Payment Date: 04/09/2008 10:46 AM Balance: $0.00 1,169.00 4.50 Total: $1,173.50 01976 04/09 '711 TOTAL 1173.50 doc: Receiot -06 Printed: 04 -09 -2008 COMMENTS: Type of Inspection: rt? -1 2e 4 Address: ` � Date Ca le t,,,,,,i b-.1 c4d 1 j cr all-AI q\f i s pC (....5 Date Wanted: (' 1/41.D.... s- - C7 d P.m. j r J: e_t„J , NJ IVM A--"c". i n /2 c.euJ . T A F N" C- . i - 11,..c IL".. t" . ( C Atari -r,./\.-.e_ t . 1 ,, Project: M,J SP_. J �A/l Type of Inspection: rt? -1 2e 4 Address: ` � Date Ca le t,,,,,,i Specia In ctions: Date Wanted: (' 1/41.D.... s- - C7 d P.m. Requester: Phone No 42-C --4Ve - 241 _41 ( INSPECTION NO. INSPECTION RECORD Retain a copy with permit 0 vg -191 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Ed 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Ei Corrections required prior to approval. Inspect, j k Date: - ( `- r j $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: RECEIVED MA YES Maa 3 �. 2oog TESTING ENGINEERS, INC. NiTY ORMENT MTE No.: Project: Address: Permit No.: Bldg Dept.: Owner: Architect: Engineer: Contractor: Page 1 Date: Weather: Inspection: Sample(s): L08027 MUSEUM OF FLIGHT PEDESTRIAN BRIDGE 9404 East Marginal Way S, Tukwila, WA (pending) City of Tukwila Magnusson Klemencic Associates Sellen Construction Co., Inc. 3/18/08 Overcast Ultrasonic Testing and Fab N/A Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspection performed at Jesse Engineering fab shop. Performed ultrasonic examination of shop splices of top chords 72A and 72B and bottom chords 70A and 71A, as well as connection lug in bottom chord 71A. Weldments visually and ultrasonically acceptable; workmanship per AWS D1.1. Bottom port of top chord, 72A, and right splice was obstructed from testing as diagonal pipe was installed at the time of the inspection. Similar condition at lug on bottom chord, 71A, except at the top of bottom chord. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: au INSPECTOR: Skip Szurek E- MAILEO MAR 2 5 2008 y G. Beckerle, P.E. cc: Hans -Erik Bloiigren — MKA; Bret Downing — Sellen Construction; Craig Parsons — Seneca Real Estate Group, Inc.; Bldg Dept — City of Tukwila MAYE: TESTING ENGINEERS, 20225 Cedar Valley Road, Suite 110 Ph 425. Lynnwood, WA 98036 Fax 425. 10029 S. Tacoma Tacoma, WA 984 7911 NE 33r On Portland, OR 97211 UT Equipment: Model: USN5OL Serial No.: 00PJ63 Inspector: Skip Szurek Ph Fax Ph Fax INC 742.9360 745.1737 OEVELOP p roject No.: E08027 Date: 3/18/08 Project: Museum of Flight Ped Bridge 253.584.3720 253.584.3707 503.281.7515 503.281.7579 'RECEIVED MAR 3 1 2008 Specification: AWS D1.1 Weld Process: ❑ SMAW ® FCAW ❑ GMAW ❑ SAW Transducer: Freq.: 2.25 MHz Size: 3/4 x 3/4 E- MAILED MAR 25 2008 Page 1 of 1 Ultrasonic Examination Report Method: ❑ Long ® Shear ® IIW ❑ DSC ❑ Other ❑ Other Level: II Calibration Block: MTE 1521 -2C, Rev 0, 7/2/07 •�. f1 :, a•..`' ._. y'• . ... : P.,P t��yy''J� ,R 1 .� Y�Ti :. ° �j, ' r = r ? We ld.; .�.� � j requ uon 1pu ,• ; tl .0113u*a psumu- ,p, eauweie , i i i il e9 110 q t3tP 1 t y Y � a � "tf'� F� .. r Y`� �. _ '' 3� . ,4Pathi _ BEN - Dis gi � : if e; h � S .%Ml7 a b t ! De th a . �__Y . ` 7mC ''ti.e 'Distance q , - c a S• k '1t 4 r= �,. a » • s 1 x; t ' Remar . . 72A UR 70 52 X 72B UR 70 52 X 70A UR 70 52 X 70A UR 70 52 X LUG 70 52 X MAYE: TESTING ENGINEERS, 20225 Cedar Valley Road, Suite 110 Ph 425. Lynnwood, WA 98036 Fax 425. 10029 S. Tacoma Tacoma, WA 984 7911 NE 33r On Portland, OR 97211 UT Equipment: Model: USN5OL Serial No.: 00PJ63 Inspector: Skip Szurek Ph Fax Ph Fax INC 742.9360 745.1737 OEVELOP p roject No.: E08027 Date: 3/18/08 Project: Museum of Flight Ped Bridge 253.584.3720 253.584.3707 503.281.7515 503.281.7579 'RECEIVED MAR 3 1 2008 Specification: AWS D1.1 Weld Process: ❑ SMAW ® FCAW ❑ GMAW ❑ SAW Transducer: Freq.: 2.25 MHz Size: 3/4 x 3/4 E- MAILED MAR 25 2008 Page 1 of 1 Ultrasonic Examination Report Method: ❑ Long ® Shear ® IIW ❑ DSC ❑ Other ❑ Other Level: II Calibration Block: MTE 1521 -2C, Rev 0, 7/2/07 RECEIVED MAR 31 2008 MA YES COMMUNITY TESTING ENGINiE�'ifS;`e. MTE No.: Project: Address: Permit No.: Bldg Dept.: Owner: Architect: Engineer: Contractor: Page 1 Date: Weather: Inspection: Sample(s): L08014 BOEING SEATTLE BLDG 2 -83 BRIDGE CRANE Boeing Field, Seattle, WA D07 -339 City of Tukwila Boeing Commercial Airplane Group 1/24/08 Structural Steel N/A To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: : 1 Timothy G. Beckerle, P.E. cc: Vicki Reece — Boeing Commercial Airplane Group; Bldg Dept — City of Tukwila INSPECTOR: Tom Cain Bob Glenn Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected erection and welding of new steel framework for crane support installed between grids 3.3 to 6/B to B.4, 2nd floor framing level. Inspected welds — all visually acceptable and in accordance with approved plans. Select Seam® S Featuring Zincalume ®For Twice the Life! Zincalume combines the strength of steel with the corrosion resistance of aluminum for twice the life of most zinc coatings. S elect Seam is a performance- rated, non - structural, batten seam metal roof system. It's clean wide pan appearance makes it ideal for a classic architechtural effect. ❑ Available in narrow batten and wide batten in the following net coverages: Narrow Batten: Wide Batten: 16" coverage 21 1 /4" coverage 17 1/4" coverage 22 1/2" coverage UL580 -Class 90 wind uplift rated. ❑ Narrow Batten tested for air infiltration per ASTM E1680 and water infiltration per ASTM El 646 with factory applied sealant. ❑ Optional factory applied sealant saves time in the field and assures weathertightness. ❑ 24 gauge Zincalume ®coated steel clips. Stainless steel clips are used with copper panels. ❑ Narrow batten panels can be field curved for radius applica- tions (see reverse side). ❑ Panels are offered with subtle longtitudinal striations between ribs. Weight, Ibs /Sq. ft. 24 ga. 22 ga. 16" Coverage 1.17 1.46 21 1 /4" Coverage 1.11 1.39 17 1/4" Coverage 1.24 1.56 22 1/2" Coverage 1.1 - 7 1.49 www.aepspan.com SUBJECT TO FIELD INSPECTION wgOEIVED CITY OF'Pt1KWIL.A APR 0 8 2008 PERMIT CENTER 1'/8" A Tacoma, WA Fontana, CA Dallas, TX A 1 7/8" n i t 6J Select Seam Narrow Batten 16" Net Coverage 21 1/4" Net Coverage Engineered Solutions in Metal 1'/8" 800 - 733 - 4955, 253- 383 -4955 FAX 253 -272 -0791 800 -272 -2466, 909 -823 -0401 FAX 909 - 823 -2625 800 -527- 2503, 214 -827 -1740 FAX 214 -828 -1394 1 \ Select Seam Wide Batten E - - 17'/4" Net Coverage - -> 22 1/2" Net Coverage ❑ Preformed flashings and matching flat sheet available. ❑ Offered in a range of finishes including: • . 24 gauge Zincalume® with the DuraTechTM5000 (polyvinylidene flouride) coating system. • Unpainted Zincalume® Plus. • Real 16 oz. copper. • ZACtique® II treatment. ❑ Available in tapered panels for special architectural applications. ❑ Ideal for both new and retrofit roof applications. ❑ Flashing details and CSI guide specification available. Curved Select Seam® Featuring Zincalume® For Twice the Life! Zincalume combines the strength of steel with the corrosion resistance of aluminum for twice the life of most zinc coatings. C urved Select Seam is a performance- rated, non - structural, batten seam metal roof system that can be curved for radius applications. ❑ Available in narrow batten in the following net coverages: Narrow Batten: 16" coverage 21 1 /4" coverage ❑ Curving Options: • Convex Curves: Narrow Batten 24 ga. can be machine curved on the field to a minimum 4' radius. • Concave Curves: Narrow Batten 24 ga. can be machined curved on the field to a minimum 25' radius. ❑ Offered in a range of finishes including: • 24 gauge Zincalume® with the DuraTechTM5000 (polyvinylidene flouride) coating system. • Unpainted Zincalume® Plus. • Real 16 oz. copper. • ZACtique•II treatment t'A m•N ❑ Panels offered with subtle striations for a clean pan appearance. 3/8" Narrow Batten ❑ Zincalume® coated steel clips. Stainless steel,clips are used with copper panels. ❑ Special underiayment is required on curved applica- tions at areas with less than 3:12 slope. NOTE: Factory applied sealant currently not available for Curved Select Seam Narrow Batten. Sealant is field applied by installer. Weight, Ibs /Sq. ft. 24 ga. 22 la. 16" Coverage 1.17 1.46 21 1 /4" Coverage 1.11 1.39 Engineered Solutions in Metal Zincalume. is a registered trademark of BlueScope Steel Limited. Steelscape, Inc. hold the exlusive rights to the ZINCALUME® trademark within the U.S. CASC Profiles Inc, March 2004 Printed in USA Revision 5M (PS138) THIS DRAWING IS NOT TO SCALE. ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR NORTH SIMULATES APPROXIMATE — TRANSITION IN SLOPE DRAIN T PORTION OF ROOF AREA DESIGNATED FOR TEAR -OFF AND REROOFING THIS CONTRACT SUBJECT TO FIELD INSPECTION IRECENED CITY OF TUKWILA APR 08 2000 RIDGE LINE 7 T T RIDGE LINE WORK AREA THIS CONTRACT UPPER MAIN ROOF AREAS a --e� 0 0LI'00 DD 0000 n 0 0 0 0 0 0 0 0 0 0 0 0 DEPICTS PORITON OF ROOF AREA FOR WORK DURING CONTRACT/ PROJECT PERMIT CENTER Copyright m 2007 BUILDING ENVELOPE TECHNOLOGY & RESEARCH BUILDING ENVELOPE TECHNOLOGY & RESEARCH 4000000.89. Way SW. Fast Flom S.00.. NA 00100 Pnaw 200- *06-3455 Fax 200103445E THE RED BARN: MUSEUM OF FLIGHT DRWG/CHGD ACL DATE SCHEMATIC ROOF PLAN 11/01/07 APPROVED FOR BIDDING ADDENDA: R -0 THIS DRAWING IS NOT TO SCALE. ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR. WINDOW SYSTEM TO REMAIN (Where disturbed, make weathertight.) SHEET METAL COUNTERFLASHING (Lap away from prevailing weather, and install weathertight.) 1X TRIM BOARD (To be weathertight and match existing.) LOW PROFILE GASKETED FASTENERS AT 12" O.C. (Seal, and conceal weatherproof with trim.) CONTINUOUS SELF - ADHERING MEMBRANE LINER (Fully adhere) TWO (2) MIN. CONTINUOUS BEADS OF NON - SKINNING BUTYL SEALANT AT JOINTS SHEET METAL ROOF -TO- WALL FLASHING (Lap away from prevailing weather, and install weathertight.) 20 GA. Z -CLIP (Bed in continuous bead of butyl sealant.) // MIN. FOUR (4) FASTENERS PER CLIP ARCHITECTURAL METAL ROOFING PANEL SLIP SHEET ROOFING UNDERLAYMENT WOOD ROOF DECK (Repair per Unit Cost Bid) NOTES: 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. 2. The joints in the sheet metal counterflashing shall be sealed watertight, not soldered. Copyright 62007 BUILDING ENVELOPE TECHNOLOGY & RESEARCH BUILDING ENVELOPE TECHNOLOGY & RESEARCH 4000 Daawpa Way SW. Feat Fbor, Seattle, WA 98106 Prow 206405-3160 Faa 2084064466 DRWGICHGD DATE: THE RED BARN: MUSEUM OF FLIGHT ROOF -TO- HEADWALL TRANSITION ACL 11/01/07 UPTURNED BACK DAM WHERE POSSIBLE, OR TURNED UNDER FRICTION -FIT BACK EDGE (Horizontal dimensions to be adjusted for the existing conditions discovered.) ; 1 4" MIN VERTICAL HEIGHT LAP OF COUNTERFLASHING TURN PANEL PANS UP AT HEADWALL, AND SEAL BOX ENDS TO PROVIDE SECONDARY WATERPROOF CLOSURE. SCREW FASTEN UPSLOPE ENDS OF ALL METAL ROOF PANELS FOR SNOW DRAG -LOAD RESISTANCE. APPROVED FOR BIDDING ADDENDA' Q R -1 THIS DRAWING IS NOT TO SCALE. ALL DIMENSIONS AND CONDITIONS MUST BE ' FIELD VERIFIED BY THE CONTRACTOR. LOCK PANEL PANS TO SECURELY ENGAGE VALLEY METAL AGAINST UPLIFT, & ALLOW FOR THERMAL EXPANSION AND CONTRACTION METAL CLIP (Min. 2" wide) BEND CLIP BACK OVER TO COVER SCREW FASTENERS ARCHITECTURAL METAL ROOFING PANEL (Install watertight Copyright © 2008 BUILDING ENVELOPE TECHNOLOGY & RESEARCH // THREE (3)CONTINUOUS BEADS OF NON - SKINNING BUTYL SEALANT AT VALLEY METAL JOINTS (Min. 8" overlap.) CENTER RIB (1" MIN. HEIGHT) WOOD ROOF DECK MIN. 4" OVERLAP OF ROOFING PANEL ONTO VALLEY METAL FLANGE ROOFING UNDERLAYMENT SLIP SHEET CONTINUOUS S -LOCK (1" wide) SHEET METAL VALLEY (Color to match Roofing Panels.) NOTES: 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. 2. Dimensions from valley center line to downslope edge of metal roofing panes) shall widen by Y8 -inch per lineal foot, so valley opening widens as it progresses downslope. BUILDING ENVELOPE TECHNOLOGY & RESEARCH 4000 DeWdge Way SW, First Floor, Seattle, WA 9810e Phone 205.4063455 Fax 206 -409 -9458 THE RED BARN: MUSEUM OF FLIGHT SLOPED OPEN METAL VALLEY DRWG /CHGD: ACL DATE: 1/16/08 APPROVED: FOR BIDDING ADDENDA: R -2 THIS DRAWING IS NOT TO SCALE. ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR. LOCK PANEL PANS TO SECUREL ENGAGE VALLEY METAL SELF - ADHERING MEMBRANE (Min. 12" wide.) ARCHITECTURAL METAL ROOFING PANEL METAL CLIP (Min. 2" wide) BEND CLIP BACK OVER TO COVER SCREW FASTENERS 16 GA. STAINLESS STEEL CLEAT FASTENED @ 6 "O.C. 24 GA. STAINLESS STEEL VALLEY METAL (Fully solder laps to achieve 100% watertight seams. See Note 2 below.) NOTES: 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. 2. Westem most 9' will be this detail, to preserve historic line of sight. Copyright © 2008 BUILDING ENVELOPE TECHNOLOGY & RESEARCH STAINLESS STEEL SCUPPER (Fully soldered to sheet metal valley liner.) INSTALL 24 GA. STAINLESS STEEL SCUPPER, SIZED TO FIT EXISTING DOWNSPOUT (Strip in, watertight, to APP membrane.) ROOFING UNDERLAYMENT (Over lap valley.) MIN. 6" OVERLAP OF PANEL ONTO VALLEY METAL FLANGE DERBIGUM GP NEW PLYWOOD ROOF SHEATHING DERBIBASE SLIP SHEET BUILDING ENVELOPE TECHNOLOGY & RESEARCH 4000 Wrings Way SW, Finn Floor, Seattle, WA 98106 Phone: 208-405-3455 Fax: 2084055458 THE RED BARN: MUSEUM OF FLIGHT BUILT -IN OPEN METAL VALLEY DRWG /CHGD: ACL DATE: 1/17/08 APPROVED: FOR BIDDING ADDENDA: R -3 ' THIS DRAWING IS NOT TO SCALE. ALL DIMENSIONS e. AND CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR. No. 12 SELF - TAPPING WOOD SCREW FASTENERS AT 24" O.C. SET INTO PRE - DRILLED HOLES CONTINUOUS CLEAT SHEET METAL FASCIA COVER (Fasten 18" O.C.) NOTES: 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. 2. If wood nailer is used, attach to wall with suitable fasteners. Copyright © 2008 BUILDING ENVELOPE TECHNOLOGY & RESEARCH ARCHITECTURAL METAL ROOFING PANEL (Install watertight.) SLIP SHEET (As required by metal panel manufacturer.) ROOFING UNDERLAYMENT WOOD ROOF DECK EXTENDED RAKE EDGE METAL FLASHING (Stagger Fasten.) FASCIA BOARD WALL CONSTRUCTION BUILDING ENVELOPE TECHNOLOGY & RESEARCH 1000 Delrldge Way SW. Feat Floor. Seattle. WA 88108 W,one. 206-405.3456 Fax 208.4083458 THE RED BARN: MUSEUM OF FLIGHT RAKE EDGE FLASHING DRWG /CHGD: ACL DATE: 1/16/08 APPROVED: FOR BIDDING ADDENDA: R -4 FOAM CLOSURES (As Required) SET IN BUTYL SEALANT TOP AND BOTTOM TWO ROWS BUTYL TAPE SEALANT INSTALL "PICTURE FRAME" USING SAM TO WRAP AND PRE -FLASH CURB. EXTEND SAM TO TOP OF CURB, AND EXTENDING 24" ONTO ROOF DEC ROOFING UNDERLAYMENT (Tum up curb.) STRUCTURAL ROOF DECK ARCHITECTURAL METAL ROOFING PANEL (Securely engage, watertight with flas 'ng.) NOTES: 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. 2. Membrane flashing shall be installed, weatherproof around all for curbs. Extend up and over top of curb and a minimum of 36" upslope. 3. A soldered, watertight saddle or cricket flashing is required for all curbs equal to or greater than 24" in width, to promote positive runoff around skylight and other penetrations. 4. Sheet metal fleshings shall be 24 -ga. stainless steel solderable 100% watertight corner joints. Copyright © 2008 BUILDING ENVELOPE TECHNOLOGY & RESEARCH BUILDING ENVELOPE TECHNOLOGY & RESEARCH 4000 Datrldge Way SW, Ftrst Floor. Seattle, WA 98108 Phone: 208- 405 -3455 Fax: 208-405 -3458 ARCHITECTURAL METAL ROOFING PANEL FIELD INSTALL ADDITIONAL 2X2, TO RAISE WOOD CURB (APPROX. 8" HEIGHT) CHANNEL FLASHING SELF - ADHERING MEMBRANE (SAM) ROOFING UNDERLAYMENT CHANNEL FLASHING AT SIDE OF CURB DRWG /CHGD: ACL DATE: 24 -GA. CRICKET FLASHING WITH 100% WATERTIGHT SOLDERED CORNERS (Extend upper flange of flashing 24" min. upslope under metal roofing panels.) 1/16/08 APPROVED THIS DRAWING IS NOT TO SCALE. ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR. 6" MIN. WEATHERPROOF OVERLAP SKYLIGHT CURB ADDENDA: CURB FLASHING APRON FLASHING (Soldered 100% watertight.) ARCHITECTURAL METAL ROOFING PANEL (Field tong or turn up pan.) FOAM CLOSURE (If Required), AND Z -CLIP FLASHING, SET IN SEALANT TOP AND BOTTOM THE RED BARN: MUSEUM OF FLIGHT SKYLIGHT CURB & CRICKET FLASHING /F OR BIDDING 1 --- L1� R -5 THIS DRAWING IS NOT TO SCALE. ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR. CLADDING NOT SHOWN FOR CLARITY 4" " MI , Copyright ©2008 BUILDING ENVELOPE TECHNOLOGY & RESEARCH NOTES: 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. 24 -GA. STAINLESS STEEL ROOF -TO -WALL SADDLE FLASHING (To be overlapped by cladding.) THREE (3) BEADS OF NON - SKINNING BUTYL SEALANT WOOD ROOF DECK Z CLOSURE (Fastened and set in butyl -tape sealant.) 24 GA. KYNAR- FINISHED SHEET METAL RIDGE CAP (Install watertight.) TURN PANEL PANS UP AT RIDGE TO PROVIDE SECONDARY CLOSURE SLIP SHEET ROOFING UNDERLAYMENT ARCHITECTURAL METAL ROOFING PANEL (Install watertight.) BUILDING ENVELOPE TECHNOLOGY & RESEARCH 4000 De ridge Wey SW. Fest Floor, Seattle. WA 98106 Phone. 206-405-3455 Fax: 2084053458 THE RED BARN: MUSEUM OF FLIGHT RIDGE CAP FLASHING AT TERMINATION WITH WALL DRWGICHGD : ACL DATE: 1/16/08 APPROVED: FOR BIDDING ADDENDA: R -6 NOTES: 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. BUILDING ENVELOPE DRWG/CHGD : ACL SLIP SHEET ROOFING UNDERLAYMENT WOOD ROOF DECK ARCHITECTURAL METAL ROOFING PANEL (Install watertight.) THE RED BARN: MUSEUM OF FLIGHT RIDGE CAP FLASHING APPROVED: FOR BIDDING THIS DRAWING IS NOT TO SCALE. ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR. Copyright ©2008 BUILDING ENVELOPE TECHNOLOGY & RESEARCH 16AI TECHNOLOGY & RESEARCH 4000 Detridge Way SW. First Fbor. Seattle. WA 98106 Phone. 208- 4054455 Fax: 2064053458 DATE: 1/16/08 Z' CLOSURE (Fastened and set in butyl -tape sealant.) 24 -GA. KYNAR- FINISHED SHEET METAL RIDGE CAP (Install watertight.) TURN PANEL PANS UP AT RIDGE TO PROVIDE SECONDARY CLOSURE ADDENDA: R -7 THIS DRAWING IS NOT TO SCALE. ALL DIMENSIONS 7 AND CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR. SEALANT (Bed sheet metal panel in two continuous beads of non - skinning butyl sealant.) Copyright ©2008 BUILDING ENVELOPE TECHNOLOGY & RESEARCH SELF - ADHERING MEMBRANE (Extend to ridge and 12" past change in pitch.) ROOFING UNDERLAYMENT WOOD ROOF DECK (Repair per Unit Cost Bid.) BUILDING ENVELOPE TECHNOLOGY & RESEARCH 4000 Delrid90 Way SW, First Floor. Seattle. WA 98108 Phone' 2084052485 Fax 208.405-3488 NOTES: 1. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions. DRWG /CHGD : DJ DATE: 1/16/08 SEALANT (Bed sheet metal panel in two continuous beads of non - skinning butyl sealant.) SLIP SHEET TONG EDGE DOWN TO FACILITATE DRAINAGE SHEET METAL SLOPE CHANGE FLASHING (Outside) APPROVED: FOR BIDDING ADDENDA: 20 GA. Z -CLIP CLOSURE (Bed in continuous bead of butyl sealant.) SHEET METAL TRANSITION FLASHING (Inside) 20 GA. Z -CLIP CLOSURE (Bed in continuous bead of butyl sealant.) ARCHITECTURAL METAL ROOFING PANEL THE RED BARN: MUSEUM OF FLIGHT FLASHING AT CHANGE IN ROOF SLOPE R -8 License Information License PACIFRR248LC Licensee Name PACIFIC RAINIER ROOFING INC Licensee Type CONSTRUCTION CONTRACTOR UBI 328052804 Ind. Ins. Account Id Business Type CORPORATION Address 1 10735 STONE AVE N Address 2 City SEATTLE County KING State WA Zip 98133 Phone 2063672525 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 6/3/1976 Expiration Date 5/1/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date MOORE, MONTY D 01/01/1980 MOLAND, VERYL 01/01/1980 Look Up a Contractor, Electri' n or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. 0 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date ST PAUL FIRE & MARINE Until Page 1 of 3 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= PACIFRR248LC 04/08/2008