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Permit D07-223 - DEPARTMENT OF LABOR AND INDUSTRIES - REROOF
DEPARTMENT OF LABOR AND INDUSTRIES 12806 GATEWAY DR D07 -223 Parcel No.: 2716000050 Address: 12806 GATEWAY DR TUKW Suite No: Cityif Tukwila Tenant: Name: DEPARTMENT OF LABOR AND INDUSTRIES Address: 12806 GATEWAY DR , TUKWILA WA Owner: Name: RREEF AMERICA REIT II CORP/ Address: PO BOX 4900 #207 , SCOTTSDALE AZ 85261 Phone: Contact Person: Name: JOE DICARLO Address: 13105 HOUSTON RD , SUMNER WA 98390 Phone: 253 -863 -4455 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 Contractor: Name: WAYNE'S ROOFING INC Address: 13105 HOUSTON RD , SUMNER, WA 98390 Phone: 253 - 863 -4455 Contractor License No: WAYNESR205Q5 doe: IBC -10/06 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -223 Issue Date: 07/05/2007 Permit Expires On: 01/01/2008 Expiration Date: 05/02/2009 DESCRIPTION OF WORK: REMOVE EXISTING BUILT -UP ROOFING AND REPLACE WITH NEW BUILT -UP ROOFING (HOT ASPHALT APPLIED) Value of Construction: $231,380.00 Fees Collected: $3,548.80 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0008 D07 -223 Printed: 07 -05 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie Signature: Print Name: doc: IBC -10/06 City o 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 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: L N Permit Number: D07 -223 Issue Date: 07/05/2007 Permit Expires On: 01/01/2008 Date: permit and know the same to be true and correct. All provisions of law and ordinances er specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construe' on o e p rfo ce o 6iirk. ),am authorized to sign and obtain this development permit. Date: 7 T l 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. D07 -223 Printed: 07 -05 -2007 Parcel No.: 2716000050 Address: Suite No: Tenant: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 12806 GATEWAY DR TUKW DEPARTMENT OF LABOR AND INDUSTRIES 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -223 ISSUED 06/19/2007 07/05/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. 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. 9: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The smoke vent fusible link temperature rating to be 286 degrees unless sprinkler heads temperature rating is 286 degrees, then smoke vent fusible link temperature rating to be 320 degrees. 11: An operational test/inspection of the smoke vents will be required. 12: If the re -roof operation involves the use of an open flame or torch, a separate hot works permit will be required from the Tukwila Fire Dept. 13: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 14: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 15: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. D07 -223 Printed: 07 -05 -2007 doc: Cond -10/06 �■I City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. • t C- Date: \ �� D07 -223 Printed: 07 -05 -2007 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 Name: IDs. cArk t, Mailing Address: %3\ d S i y rein . E -Mail Address:. he E vtu..ines S fttat tRX CAtth Company Name: ‘ x<<!Q Mailing Address: ‘'S VO n t >415f1 ktk . E -Mail Address: Q :\Applicatious\Fonns- Apptications On Line 3 -2006 - Permit Application doe Revised: 9 -2006 bh Building Permit No. 1;t') — 22.3 Mechanical Permit No. 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' King Co Assessor's Tax No.: ..)-7 1 600 - Oast) Site Address: I 24. laSQte_AnCi�.% pf �Zte. 5 Suite Nu>Mer: 5 Floor: Tenant Name: P L 4 4' New Tenant: ❑ Yes ❑ ..No Property Owners Name: RR 6.Pc 7 0.E IT Carp •tin ' t`11 tt a4SAn4v ' ri Mailing Address: t 4CSINS GNf1t't.t!'E1ASQM.A, S 1• 1 11.kusA t el t.Z.R — t 1 8% City State Zip CONTACT PERSON - who do we contact when your permit Is ready to be issued Day Telephone: LSS -illaS • 44SS XI-V.3 M Sur" No 6- t.,JR SU83q o City State Zip Fax Number: Z.S'S .-12103- �3 ►� GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) ��`` City State Zip Contact Person: �Tp C. �/ 1. Ct J " O ((�� Day Telephone bt t 3 - rtSZ ((RAO E -Mail Address: ,5 d °` R+ 4�Ct 1 [►P S rQ ©�r%.*f.lco CA PI Fax Number: Z-S3 'tea- 13311 Contractor Registration Number: t.bC� e4E-5M. LOS Q S Expiration Date: ItAt ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: State Zip City Contact Person: Day Telephone: Fax Number: 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: State Zip Page 1 of 6 BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ •31 3 Pb Scope of Work (please provide detailed information): 9.e w..15N) 5 tsa tAt. " Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below Q:Wpplications\Fonns- Applications On Line\-2006 - Permit Application.doc Revised: 9-2006 bh Existing Building Valuation: $ If yes, a separate permit and plan submittal will be required. PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No 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. Page 2 of 6 Existing Interior Remodel Addition to ' Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l" Floor 2 Floor 3 Floor e Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ •31 3 Pb Scope of Work (please provide detailed information): 9.e w..15N) 5 tsa tAt. " Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below Q:Wpplications\Fonns- Applications On Line\-2006 - Permit Application.doc Revised: 9-2006 bh Existing Building Valuation: $ If yes, a separate permit and plan submittal will be required. PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No 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. 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. BUILDI Signature. O1O AGE l y re. Print Name: 'C` t'!/ CO-k O ` Mailing Address: k b \``Q Date Application Expires: I Date Application Accepted: Q:'Applicatious\Fonns- Applications On Line\ -2006 - Permit Application.doc Revised: 9-2006 bh vSR-Zr Date: ^ `ci "d1 • Day Telephone: City State Zip Staff Initials: Page 6 of 6 Parcel No.: Address: Suite No: Applicant: Receipt No.: R07 -02567 Initials: WER User ID: 1655 Payee: TRANSACTION LIST: Type Method Description doc: Receipt -06 WAYNE'S ROOFING Payment Check 7763 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 2716000050 12806 GATEWAY DR TUICW DEPARTMENT OF LABOR AND INDUSTRIES ACCOUNT ITEM LIST: Description Account Code BUILDING INVESTIGATION 000/322.800 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 Payment Date: 11/26/2007 09:59 AM Balance: $0.00 Amount 58.00 Current Pmts 58.00 Total: $58.00 D07 -223 ISSUED 06/19/2007 07/05/2007 5340 11/26 9710 TOTAL 58.00 Printed: 11 -26 -2007 Parcel No.: 2716000050 Address: 12806 GATEWAY DR TUICW Suite No: Applicant: DEPT OF L & I Receipt No.: R07 -01170 Initials: WER Payment Date: 06/19/2007 10:38 AM User ID: 1655 Balance: $0.00 Payee: WAYNES ROOFING TRANSACTION LIST: Type Method Description Amount Payment Check 7595 3,548.80 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - 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 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Permit Number: D07 - 223 Status: PENDING Applied Date: 06/19/2007 Issue Date: 2,148.06 1,396.24 4.50 Total: $3,548.80 Payment Amount: $3,548.80 9498 06/19 9716 TOTAL 3548.80 doc: Receipt -06 Printed: 06-19 -2007 Projeq: , / ije' 1-4/34 Type of Inspection: q . r-- / AI 4 Address: /28e6 64774 ,Z)i Date Called: Special Instructions: Date Wanted: 1 47 c a - rirr P:rn• Requester: Phone No: 0253- 60 6 -77c 7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: - Ciy,c/c 25)iok ??57 1o:10 Fre r InspectorK 7/......7. ). — Date: $58. 6 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Pr ct: L Type of I s pecs' n: / �v Addres4 /2 &)C 674 U /- Date Called: / Special Instructions: Date Wanted: 2 / �� � , m_ . Requester: Phone No: 2 5 3 -4/0' - y2 3 c 17, INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: SOArf/i Ogld-4C✓ P r,vtt - 'Uv Date: !Z /? f'/br) .00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Pr 1V 71 Z � Type of- ani'! Address: "26o6 4 .9G / Dv Date Called: Special Instructions: Dat %�nte51 � `` P.m. Requester: Phone No: X53 -q 5 - 4 /2 3 S.-- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . .WApproved per applicable codes. El Corrections required prior to approval. COMMENTS: 505 4 eAlle✓ 4'p / ru / (ri1 F R 4 D I (J� ✓ PSI . e �►� l pec r• Afrixf (Ad ji Da : / .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Id at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 1 Re4fpt No.: 'Date: DO-225 PERMIT NO. ( 206)431 -3 Pr ct: ,9// /no / /447 TV" of pectin ° A re • Date Called: Special Instructions: Dat ante� (/ C-41"` Requester: INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 ID Approved per applicable codes. El Corrections required prior to approval. COMMENTS: P. ( s -f S/( (F •.ik' - / ? s k Date: / 8.00 REINECTION FEE RE QUIRED. Prior to inspection, fe e must be aid at 6300 SP Southcenter Blvd. Suite 10 0. Call the schedule reinspect un. (Receipt No.: INSPECTION RECORD Retain a copy with permit 'Date: !4 Project:N. / 1,-)rap-/ • o I ) Hiv Type of Irime5.tion: fr— /1 4 / / \., Address: Date Called: Special Instructions: Date Wanted: , /2. //7/07 Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION rE 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206 431- El Approved per applicable codes. Corrections required prior to approval. COMMENTS: t d , 4 4 - 5 Kide . ,5 A9 Date: ab-2 Els .00 REINSPECTION IF REQUI . Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: / 4_ Proj N. Type of In pection: Address: /2 ' 7 1 Date Called: S Special Instructions: Date Wanted: / / 2 c);z / . Requester: Phone No: 53 9o5 =4'23- INSPECTION RECORD Retain a copy with permit 27 INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: (_ . a sS Kt (1- 1'-4 vIRF 4 D/ ei fr .00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 0 Pr° c�t,: 1. 2 i c i /24 Type o S.Re4 i / � / Add ess: l C 6O/'Lr/, v)r Date Called: Sp Instructions: Date Wanted: /2. /We `7 p.m. Requester: Phone No: ..z_5 -cos - 4 /235 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Ej Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: eta R AJ 1 Q Pr ,rive Date: t 177 0 :.00 REINSPECTION FEE EQUI ED. Prior to inspection, fee must be aid at 6300 Southcenter I31 d., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 0 COMMENTS: /9 ., In • iree/ 1 <( :. . , 7 7 1 • -ri- - .1i-1 ---- a.? /V t oexV , 49 v t---,47 4 , 4 9 14, l g S....0/1-7) j - 4 -ed ---- 4 4 A , e, ..i-/ 1 - /a dv.. \,s; 4,A ,,,, i',,, - i.4„ 1 ,,/ 4p-, Project . ye of Inspection: ./L 0 ,4: /..f4,71 A _ A' . Date Called: Special Instructions:, ti 2-q0a (A ge ■ Date Wanted: , " 4174:5 a . //-2-7-7 Requester: Phone No: --.. - 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE MIT NO. CITY OF TUKWILA BUILDING DIVISIOk' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 1:1Approved per applicable codes. El Corrections required prior to approval. 'Inspector: oAti..4641„. Date: ) 7 $58.00 REINSPECTIO FEE REQUIRED. Priorlo inspection, fee must be " paid at 6300 Southcenter Blvd., Suite,100. Call The schedule reinspection. 'Receipt No.: 'Date: - 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE MIT NO. CITY OF TUKWILA BUILDING DIVISIOk' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 1:1Approved per applicable codes. El Corrections required prior to approval. 'Inspector: oAti..4641„. Date: ) 7 $58.00 REINSPECTIO FEE REQUIRED. Priorlo inspection, fee must be " paid at 6300 Southcenter Blvd., Suite,100. Call The schedule reinspection. 'Receipt No.: 'Date: COMMENTS: 6 7 Iection; Type of nsp /2e)0 i 449/4 /-(r/4///e7ti ,--;" 9 44. 1 "9" P i'" - 7(i1///'/ /,/ y Date Called: 7'O /AA.5 ;, i „A: Special Instructions: ) R ,//*.ei-s a/70 ,2 )-- --/4 ,Arc4b-(16'o71./ A-4/V Phone No: zsi- , (e) - - zi? 3 1ee>.1/( /,46p, ik) - - - , Proiect: -7,14) ( Iection; Type of nsp /2e)0 i 449/4 Adcress /2g 6 9 44. 1 "9" - .2 Date Called: Special Instructions: Date Wanted / P.m. Requester: Phone No: zsi- , (e) - - zi? 3 INSPE ION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 Ei Approved per applicable codes. \Corrections required prior to approval. spect ‘t 4-A-tzg I .00 REINSPE ION FEE R IRED. Prior to inspection, fee must be aid at 6300 Southcenter Blv Suite 100. Call the schedule reinspection. Rece pt No.: 'Date: COMMENTS: 0 A// A/fki S%° %ih ,S7 ivf # / 5 T/? R ill Pf U A/5 P/Tr'/ v T (? A/sr-, / 4-76(.."? ��ic."`I 7 I 1 A /dV M fir, 3 __ . � / £ TVt k1 /) ///�4l Jd . //V (, 4 ,s5 12074 un/do�% /4679e°'il. )314I, 5 .5/9//A, 4 e• (1e> •n- — 1 / 0 ,.‘ity- te/ See - )4;AI) zw Requester: Phone No: — 2 53 - 2 /6 s Project: _ -2)7� � / 0/ /4 /x r __TA e ti Type of I I spec � ' r , dZiTT S+ /e7'// /n s� P %z/5 Address: ,/ / / / c r-( t', (� / 4-76(.."? ��ic."`I 7 I 1 Date Called: Special Instructions: Date Wanted; ///2/ -- 2 Requester: Phone No: — 2 53 - 2 /6 s - z3� INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. nspector REQUIRE Pn Suite 00. .00 REINSPECTI0t FEE for to inspection, fee must be Call at 6300 Southce er Blvd., ll the schedule reinspection. (Receipt No.: 'Date: Corrections required prior to approval. Datii / / 17 Proj L Type of spectio Address: / /2 Cis 7 6/ciGc/4(,r')/ Date Called: Special Instructions: Date Wanted: G J /`i / l/ Requester: Phone No: M 4 - 7 2 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ( I 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3L0 El Approved per applicable codes. COMMENTS: 7 /`1/ T/ f ft/ A 4 5/1/1" • /i f/ 7 f4/ Inspeftor. C ei r Vier) $ . REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pa t 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. ( 'Date: Q Corrections required prior to approval. COMMENTS: .. Type f f Inspee jio ` , C OQT” L.54- 47 t/S /'?rr1i 1 Nu rr" 01 / E 4 '� /' kt i:', 2 / 7 /�t�,.0 J , cis 4/ k 6 ,, //. / (.c / /4 , / c7. /4 / . , ,t 1, -- G r , I / " J /-71) . =% l s A�-.v s 4.^ m. / Requester: 3 ///7//e° , /7 /1C% Z ,'„ �Pa 7, a,,'/, 4, / , „-i4 � ..;)� Project: 4 % ._._ / Type f f Inspee jio ` , C OQT” L.54- 47 t/S Address: /26o 6 G4I 4 4- Date Called: - / Special Instructions: - Date Wante : / ///7 /v — 2 m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3670 El Approved per applicable codes. $500 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 1 Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit L)4 ?2> PERMIT NO. Corrections required prior to approval. COMMENTS: lig Type of Inspec ion: f2- f /ska A (h 1 Po {: ,M . (-tryv- S 1∎c a 4. f\/..6 - C' C vt ✓d i c i - E ,lw"hAA,uvs ‘i. A P( Special Instructions: Date Want I/ 4077 P •n►• 3 ) Z( .. e A 0C �3 I k ti,,c e'V S Av■Je Phone No: 1 1 c) 1 1 5 r) tJ e LA) -C, wri, ,w I D.JC) 0eL_A_) G heA ii k, k,o1 A c 1 1,4 tk,, 1 t o vs `. nes- k -c-,- A: ly ; vspoP( S 7 &I 0 Cli 4 nci-f - 1)4)(0 01 A it 64 , C {' .i S r^ ri 71,0nJ5 ; ..) 5 c 6 11 --. c. � 1 1 FA..) IQ en S A (4 t.Joc4 - Tc 3c r I'AISO ■` ?A"',A) _ / <NSr).=?(' 4:(• Project: L_-. q� Type of Inspec ion: f2- f /ska A (h \ '✓t Address: Date Called: Special Instructions: Date Want I/ 4077 P •n►• Requeste : Phone No: Z INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 423Corrections required prior to approval. or: Date: $58 REINSPECTION FEE QUIRED. to inspection, fee must be p. at at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Re -ipt No.: INSPECTION RECORD Retain a copy with permit 1Date: /J Proj ct: e- pi LA 4,), L. Type of I specti /Levi Shp4fG1 Date Called: Address: /2O L 64i/et-kin Special Instructions: Date Qed,! �_ V " Requester: Phone No: 2 - -4- /Z 33 INSP ` S ON NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- El Approved per applicable codes. El Corrections required prior to approval. COy 1ENTS:p 1;0- 14 o (c /- � -& n/ Gv Re///V ,. .00 REINSPECTION FE REQUIRED. $ior to inspection, fee must be d.. Suite 1 paid at 6300 Southcenter B (Receipt No.: 'Date: ".7:�Sdieaw'rtKs- t-:4: INSPECTION RECORD Retain a copy with permit NO. I Dateo ' /2 % Call the schedule reinspection. COMMENTS: m /( W 41.4 ti, iQ-_.( Te�I fti , � e . I / /V -S ! (// ✓ v uJ -e i/€ / 4 t/C'',�i��l Address: -1/1 ow -3 6 'G3c9t(& // Special Instructions: /1/ .7 : 5'1 -1 is ✓efe1�-1. - nsS ,,�tfg ,/ -' ov, r - ((s 7 - /ti h c / / / r s -,X 7'O 3 ?/ /4 . i Projec y r , +/; Type +f lt y (� �— Address: Date Called: Special Instructions: Date Wanted: ( 611., Requester: Phone No: //L Do ? INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 'Approved per applicable codes. El Corrections required prior to approval. Inspe '1/r AA }Mt_ I Date: /d ' /07 .00 REINSPECTION 'E REQUIRE . Prior to inspection, fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: L 4 Typ Inspection: AJ4 Address: / 2 t o(a 64irum-r P • Suite #: 1,', S Contact Person: ( / (i+/ u ,ic > /4j".1 L Special Instructions: Phone No.: Needs Shift Inspection: Sprin der`s: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 2 Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS Corrections required prior to approval. COMMENTS: vN Il / /07 6y 575 a. Inspector: < (Ajdf4 Date: /pi /og Hrs.: ) n $ 1 0.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 FILE co PeTrr:t No jOfr 213 REVIEWED FOR CODE COMPLIANCE AFT JUN 2 9 2007 slI Of Tu BUI JUNG D.11/151110N RECEIVED JUN 1 9 2007 PERMIT CENTEF JUN 2 9 2007 • D D PROJECT Wayne's Roofing, Inc. 13105 Houston Road ' Sumner, WA 98390 June 16, 2007 Gateway Corporate Center Bldg 5 - BUR Specification 12806 Gateway Drive ila, WA PARED F RREEF Management 16000 Christensen Road, Suite 101 Tukwila, WA 98188 S 2� City of TLtkwila 6!, ILDING DIVISION SECTION RrsI6Ns Ho ch sshaf bc.. made to the scope cf wort without peer op: royal of NOTE: Revisions will rcqu!r2 a navy clan cu 'am €t al and may include additional plan review fees. OR n review approval is subject to earns end 0.c. roval of const ion documents does not authorize e violation cf c cccep:72d code or ordinance. Receipt f app Fc::1 C - • � - ns is.cknovideatedi 6Zc RECEIVED JUN 19 2007 PERMIT CENTER WRI PROJECT 07-031 SUMNER (253) 863 -4455 SEATTLE (206) 575 -0078 FAX (253) 863 -8311 a07- 223 m 0 1 Note: • Replace existing roof hatch — wrap vertical sides with plywood • Replace existing skylight / smoke vents • 2 additional ply sheets extending 9 ft in from drainage walls • Tapered crickets at curbs > than 4' • Eliminate the high scupper & downspout @ end of East Wall • Mechanical Curb extensions by Seattle Mechanical To be discussed at Precon • Satellite dish on W walk pad protection Re- alignment by Owner • W walk pad @ 3 sides hatch @ service side unit • New cedar bevel at top of parapet • Base Flashings — smooth modified base plus glass cap ' Fasten @ 8" OC • High wall detail — glass base plus glass cap fasten @ 8" OC • 12" wife smooth SBS slip sheet strip at panel Joints in advance to wall flashing cap sheet NOTE: 1) Add 2 additional ply sheets extending in 9 ft from drainage wall edge 2) Base Flashings --1 each SBS Smooth Modified Base Sheet Plus 1 Standard Fiberglass Cap Sheet _ White Mineral Surfaced Cap Sheet Applied in Type Ill Hot Asphalt iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiimiammi Type III - Asphalt (30 Ibs/sq) !' Type IV Fiberglass Ply Sheet 1 Applied in Type Ill Hot Asphalt Type III - Asphalt (30 Ibs/sq) __ _ Type IV Fiberglass Ply Sheet Applied in Type III Hot Asphalt Type III - Asphalt (30 Ibs/sq) L.. Fiberglass Base Mechanically Attached 4 rows at 9" OC Sheet Rosin Slip ■ Existing Plywood Sheathing Wayne's Roofing, 13105 Houston Sunmer, Sum (253) 863-4455 Fax (253 Inc. Road WA 98390 Sea (206) 678.0078 863 -8311 SYSTEM DESCRIPTION Gateway Corporate Center Bldg 5 DATE 6/1 5/07 REV SIZE JOB NO 07 -031 DWG NO DRAWN BY Joe DICarlo SCALE None SHEET 'Zr Johns Manville Four Ply Mineral Surfaced Fiber Glass Built -Up Roof. For use over wood or other nailable decks on inclines of up to 6" per foot 1500 mm/m). Materials per 100 sq. ft. (9.3 m of Roof Area Sheathing Paper: Wood board decks only 1 layer Felts: GlasBase Plus, PermaPly 28 or Ventsulation Felt 1 ply GlasPly Premier or GlasPly IV 2 plies GlasKap 1 ply Asphalt (Interply): Trumbulla* or other JM Approved Asphalt Incline per foot Asphalt Nominal Weight Up to 1" (83 mm/m) 170 °F (77°C), Type II, Flat 69 lbs. (31 kgs.) 1" to 3" (83 to 250 mm/m) 190 °F (88°C), Type III, Steep 69 lbs. (31 kgs.) 3" to 6" (250 to 500 mm/m) 220 °F (104°C), Type IV, Special Steep 69 lbs. (31 kgs.) Up to 6" (500 mtn/m) PermaMop 69 lbs. (31 kgs.) Approximate installed weight 175 - 260 lbs. (79 -118 kgs.). General • This specification is for use over any type of approved structural deck (without insulation) which can receive and. Adequately retain nails or other types of mechanical fasteners that may be reoom- mended by the deck manufacturer. Examples of such -decks are wood and plywood. This specification is not for use directly over lightweight, insulating concrete decks. Design and installation of the deck and /or substrate must result in the roof draining freely and to outlets numerous enough and so located as to remove water promptly and completely. Areas where water ponds for more than 24 hours are unacceptable and are not eligible to receive a JM Roofing Systems Guarantee. Note: All general instructions contained in the current JM Commercial/ Industrial Roofing Systems Manual should be consid- ered part of this specification. Flashings Flashing details can be found in the "Bituminous Fleshings" section of the JM Commercial/Industrial Roofing Systems Manual. Application Over wood board decks, one ply of sheathing paper must be used under the base felt and on top of the wood board deck. Note: On roof decks with slopes up to 1" per foot (83.3 mm/m), the roofing felts may be installed either perpendicular or parallel to the roof incline. On slopes over 1" per foot (83.3 mm/m), refer to Paragraph 6.11 of this section for special requirements. Using GlasBase Plus, PermaPly 28 or Ventsulation, start with a 12" (305 mm) width (a specific base sheet may be a condition of Guarantee). The following base sheet courses are to be applied full width, lapping the preceding felt 2" (51 mm) on the side laps and 4" (102 mm) on the end laps. Nail the side laps 9" (229 mm) o.c. Down the longitudinal center of each felt, place two rows of nails spaced approximately 11" (279 mm) apart, with the nails staggered on approximately 18" (457 mm) centers. Use nails or fasteners appropriate to the type of deck with 1" (25 mm) minimum diameter caps. For additional fastener information, refer to the Fastener Data in the "Roof Deck" section of the current JM CommerciaVlndustrial Roofing Systems Manual. a Trumbull is a registered trademark of Owens Corning. Commercial /Industrial Roofing Systems Built -Up Roofing Specifications Specification 4GNC Naiads Deck Sheathing Paper (n Required) ,GlasBase Plus, PermaPly 28 or 'Ventsulation 4GNC 4- 19' Asphalt La GlasPly Premier or GlasPly N lAsphalt GIsd(sp Sines! Surfaced Cap Sheet � I 2' Lap e End I Lap Using GlasPly Premier or GlasPly IV, apply a piece 18" (457 mm) wide, then over that, a full width piece. The following felts are to be applied full width overlapping the preceding felts by 19" (483 mm) so that at least 2 plies of felt cover the base felt/substrate at all loca- tions. Install each felt so that it is firmly and uniformly set, without voids, into the hot asphalt (within ±25°F 1±14 °Cl of the EVT) applied just before the felt at a nominal rate of 23 lbs. per square (1.1 kg/nf) over the entire surface. Surfacing Prior to application of GlasKap, cut the cap sheet into handleable lengths (12' - 18' 13.66 m - 5.50 ml). Lay the material out on the roof and allow it to relax and flatten. To accommodate a full width sheet, apply a mopping of hot asphalt, approximately 20°F (11 °C) above the EVT, at a nominal rate of 23 lbs. per square (1.1 kg /rri°). (The higher temperature of asphalt maximizes the bonding of the cap sheet to the ply felts.) Then flop the cap sheet into the hot asphalt. On subse- quent courses, the cap sheet is positioned upside down, directly over the sheet in the preceding course such that the side lap area of the preceding sheet is exposed. Care should be taken to maintain 2" (51 mm) side laps and 4" (102 mm) end laps. Asphalt is applied in the same manner as before, making sure to also cover the 2" (51 mm) exposed side lap. Asphalt may also be applied to the exposed "upside down" cap sheet, prior to "flopping" it into the hot asphalt. The cap sheet must be firmly and uniformly set, without voids, into the hot asphalt with all edges and laps well sealed. Asphalt Asphalt should meet the requirements of ASTM D 312. JM Guarantees require the use of Trumbull*" asphalt or another JM Approved Asphalt Check with a JM Technical Service Specialist for special asphalt requirements in hot climates. Refer to the Material Safety Data Sheet and Product Label prior to using this product RS -2049 8-04 Mew) ✓U 1 Johns Manville Description Johns Manville (JM) PermaPly 28 is a light weight, asphalt - coated, fiber glass base felt. It is manufactured by coating a JM wet process fiber glass mat with a weathering grade asphalt and then surfaced with a fine mineral parting agent PermaPly 28 is well suited as a replacement for coated organic base felts, as the fiber glass (inorganic) mat reinforcement is rot resistant and has low moisture absorption. Use PermaPly 28 is designed for use as the first or base ply in built -up and modified bitumen roof assemblies. It is ideal for applications where mechanical attachment of the membrane to the roof substrate or roof deck is desirable. PermaPly 28's asphalt coating makes it suitable for use as an intermediate or ply felt in cold applied built -up and modified bitumen roof assemblies. Typical Physical Properties Material meets the requirements of ASTM D 4601, Type IL Breaking Strength (min.) lbf/in. (kN /m) Longitudinal and Transverse 44.0 (7.7) Moisture at lime of Manufacture (max.) 1 0% Mass of Desaturated Glass Felt (min.) Ibs./100 ft (g /m') 17 (83) Surfacing and Stabilizer (max.) 65% Asphalt (min.) Ibs.I100 ft (g /m 7 0 (342) Ash (Glass Mat Only) 70-88% Commercial /Industrial Roofing Systems PermaPly® 28 Advantages • Easy to handle and lays fast • Exceptional pliability • Low moisture absorption, excellent dimensional stability and resistance to rot make it an ideal replacement for organic base sheets PermaPly 28 has been evaluated and approved for use in a variety of fire -rated constructions and is classified by Underwriters Laboratories, Inc. as a Type 6-2 Coated Base Sheet and by Factory Mutual Research Corporation for use in approved FM constructions. Consult the current UL Roofing Materials and Systems Directory and the FM Approval Guide for specific constructions. Sizes Roll size 3 squares (30 m Roll length 108' (32.9 m) Roll width 36" (0.92 m) Refer to the Material Safety Data Sheet and Product Label prior to using this product RS-2016 8 -04 (New) U 1 Johns Manville Description GlasPly IV is a specially constructed ply felt that is formed by coating a JM wet - process fiber glass mat with a light film of asphalt which is then surfaced with a liquid parting agent that prevents the roll from sticking to itself, while providing a clean, easy -to -mop surface. Laying lines are applied on the top surface of the felt so it can be installed with the exposure needed to provide the correct number of plies required by the specification. Use GlasPly IV is intended for use as an integral part of any built - up or modified bitumen roofing system, over nailable and non - nailable roof decks and approved types of roof insulation. When installed over nailable decks, a fiber glass base sheet, such as JM ParmaPly° 28, is typically used as the first ply and is usually mechanically fastened to the deck. Subsequently, layers of GlasPly IV are set in hot asphalt to "build -up" the applicable number of plies. Non - nailable decks and approved insulations usually have multiple layers of GlasPly IV adhered directly to them with hot asphalt. GlasPly IV has good flexibility, conformability, and superior strength in both the machine and cross machine directions. "grooming -in" is not necessary, but use of a squeegee on GlasPly IV after laying in hot asphalt will help ensure full contact is made with the asphalt Typical Physical Properties Material is manufactured to meet the strength requirements of ASTM D 2178, Type IV. Breaking Strength (min.) lbf /in. (kN/m) Longitudinal (With the Fiber Grain) 44.0 (7.7) Transverse (Across the Fiber Grain) 44.0 (7.7) Net Dry Mass of Asphalt- impregnated Glass Felt (min.) lbs./100 ft' (g/m Average of All Rolls 61 (298) Individual Rolls 5 8 (283) Moisture at Time of Manufacture (max.) 1 0% Mass of Desaturated Glass Felt (min.) lbs./100 ft' (g/m 17 (83) Bituminous Saturant (Asphalt) [min.) lbs. /100 ft (g/m 3 0 (146) Ash 70 - 88% Parting Agent and Stabilizer (max.) lbs./100 ftt (g/m 8 2 (400) Commercial /Industrial Roofing Systems GlasPly® IV Advantages • Consistent tensile strength and tear resistance • Controlled porosity allows the product to readily accept hot asphalt and disperse it throughout the entire felt and to stabilize the asphalt after cooling • Readily accommodates gassing by venting volatile materials and moisture during application • Low moisture absorption, excellent dimensional stability and resistance to rot makes it an ideal replacement for organic felt • Easy to handle, lays flat, minimizes workmanship related problems • Flexibility and conformability minimizes fishmouths, wrinkling and ridging See the UL Roofing Materials and Systems Directory for acceptable Class A, B or C roof constructions employing GlasPly IV. Factory Mutual has approved the use of this product in numerous constructions. Refer to the current edition of the FM Approval Guide for details. Sizes Roll size 5 squares (50 m') Roll length 177' (54.0 m) Roll width 36" (0.92 m) Refer to the Material Safety Data Sheet and Product Label prior to using this product RS -2073 8 -04 (New) �'IU 1 Johns Manville Description GlasKap is a mineral surfaced, asphalt coated, fiber glass cap sheet for use in hot applied built -up roofing systems. It is com- posed of a fiber glass mat with a high quality coating asphalt and a white ceramic - coated granule surfacing on the side to be exposed to the weather. Use GlasKap is used as the uppermost finish ply in a variety of built -up roofing systems. The ceramic - coated granule surfaced sheet provides protection to the underlying asphalt and mem- brane, as well as the benefit of a reflective surface when white granules are used. When installing GlasKap, it is important that the mopping asphalt be at the appropriate temperature: 20 °F ( -7 °C) above the asphalt's EVT is recommended. Advantages • Low moisture absorption, excellent dimensional stability and resistance to rot make it an ideal replacement for organic cap sheets • Low maintenance compared to roofs that use coatings • Should the roof be damaged, repairs are easy to make Typical Physical Properties Material meets the requirements of ASTM 0 3909. Average Mass Per Roll, Exclusive of Wrapping and Packaging Material (min.): No Selvedge 69.0 lbs. (31.3 kgs.) Mass Per Unit Area of Granule Surfaced Sheet (min.) IbsJ100 ft (g/m 63.2 (3085) Sizes Mass Per Unit Area of Desaturated Glass Felt Commercial /Industrial Roofing Systems GlasKap® GlasKap is classified by Underwriters Laboratories as a Type G -2 Coated Cap Sheet See the UL Roofing Materials and Systems Directory for acceptable Class A, B or C roof constructions employing GlasKap. Factory Mutual has approved the use of this product in numerous constructions. Refer to the current edition of the FM Approval Guide for details. Roll size (min.) IbsJ100 ft2 (g/m 17 (83) Roll weight Mass Per Unit Area of Mineral Matter Passing Roll length a 0.132 in. (3.35 mm) (No. 6) Sieve and Roll width Retained on a 212 pm (No. 70) Sieve (min.) IbsJ100 ft (g/m 24.0 (1172) Mass of Mineral Matter Passing a 212 pm (No. 70) Sieve Based on the Mass of the Coating Asphalt and the Mineral Matter Passing the 212 pm (No. 70) Sieve (max.) 55% Moisture at Time of Manufacture (max.) 1 0% 1 square (10 m 72 lbs. (32.7 kgs.) 36' (11 m) 36" (0.92 m) Refer to the Material Safety Data Sheet and Product Label prior to using this product RS -2019 8-04 (New) rird Johns Manville Description DynaLastic 180 S is an elastomeric modified bitumen sheet It incorporates the features of a tough, 170 glm non -woven polyester mat and bi- directional glass scrim reinforcement The total mat/reinforcement weight is 180 g/m It is saturated and coated with a blend of SBS (Styrene- Butadiene - Styrene) polymer and high quality asphalt The elastomeric asphalt blend has full recovery properties after 100% elongation and lends a high degree of elasticity and flexibility to the sheet The glass scrim- reinforced polyester mat provides good tensile strength, toughness, puncture resistance and can accommodate stresses created by typical rooftop expansion and contraction forces. In addition, the glass scrim offers dimensional stability, not afforded by polyester -only reinforced product The glass scrim - reinforced mat minimizes end lap creep after installation. This product does not have a surface finish and must be used in constructions that will provide protection from UV (ultraviolet light) and the elements. A fine material parting agent is applied to both sides of the product Use DynaLastic 180 S is designed for use as a top modified bitumen sheet in multiple -ply roof systems where additional surface treatment is required, i.e. Protected Roof Membranes, systems surfaced with asphalt and gravel or protective coatings. It may also be used as a base or ply sheet in certain constructions. It is ideal for low slope applications (inclines up to W' per foot [41.6 mm /m)), and is recommended for this application with Types III and IV asphalt For slopes from %" to 3" per foot (41.6 to 250 mm/m), only Type IV asphalt is recommended. DynaLastic 180 S may also be installed in JM MBR° Cold Application Adhesive. Typical Physical Properties* Material meets or exceeds the criteria for ASTM D 6164, Type I, Grade S. Thickness 120 mils (3.0 mm) Tensile Strength ® 0 °F ( -18 °C) Machine Direction 100 lbs. force /in. width (17.5 kN/m) Cross Machine Direction . 80 lbs. force /in. width (14.0 kN/m) Elongation ® 0 °F ( -18 •C) Machine Direction 35% Cross Machine Direction 35% Tensile -Tear Machine Direction 100 lbs./in. (17.5 kN/m) Cross Machine Direction 80 Ibsfn. (14.0 kN/m) Low Temperature flexibility -10 °F ( -23 °C) Dimensional Stability Machine Direction 0.70% change Cross Machine Direction 0.60% change • Material tested in accordance with ASTM D 5147 Standard Test Method for Sampling and Testing Modified Bituminous Sheet Materials. Commercial /Industrial Roofing Systems DynaLastic ® 180 S e1HFrC.,�r4b Polyester /Glass Scrim Reinfo ed V\‘.‘ SBS Modified Bitumen Sheet Advantages • The glass scrim- reinforced polyester mat offers dimensional stability, reduced end lap creep, offers excellent tear strength and delivers puncture resistance • The elongation and recovery properties of the SBS blend allow the product to easily accommodate the continual expansion and contraction strains experienced on all roofs • The product's flexibility provides for ease of handling and quick installation Sizes Roll size 1 square (10 mt) Roll weight 90 lbs. (40.8 kgs.) Roll length 32' 10" (10.0 m) Roll width 39W (1.0 m) Non - Blocking Surface // / ■ NIX Non - Blocking Surface SBS Modified Aphalt Glass Scrim - Reinforced Polyester Mat SBS Modified Aphalt Refer to the Material Safety Data Sheet and Product Label prior to using this product RS -4100 3 -07 (Replaces 1 -07) TENSION SPRING EXTERIOR MANUAL RELEASE SEALANT AS REM) (BY OTHERS) SHIM AS REQ'D. (BY OTHERES) IMPACT & HIGH . WIND RESISTANT FIBERGLASS DOME LATCH/RELEASE MECHANISM INSIDE CURB DIMENSIONS OUTSIDE CURB DIMENSIONS INSIDE FLANGE DIMENSIONS UL/FM FUSIBLE UNK CURB MOUNTED SMOKE HATCH WITH EXTERIOR MANUAL RELEASE GASKET GALVANIZED STEEL DOME FRAME GALVANIZED STEEL CURB FRAME FASTENERS (BY OTHERS) ROOFING (BY OTHERS) 1 1/2 WIDE WOOD CURB (BY OTHERS) *FUSIBLE LINK TEMP: PLEASE SELECT ONE: 165 0 286' 0 217 0 360* 0 MODEL : H4896-SSHD-CM-1 -FTH-IR-HW-M1-MF N.T.S. MODEL NUMBER RECTANGULAR H4896—SSHD—CM INSIDE CURB DIMENSIONS 48"x96" QTY DOME MATERIAL TESTED IN CONFORMANCE WITH: *OSHA FALL PROTECTION—MEETS OSHA STANDARD 29 CFR 1926.502 HIGH WIND RESISTANT—DOME OF THIS UNIT HAS EXCEEDED 90MPH UPUFT IN TESTING BURN RATE—CLASSIFIED AS CC1 MATERIAL *FALL PROTECTION TESTING HAS BEEN PERFORMED ON BRISTOUTE'S 48" x 96" DOMES CUSTOMER : PROJECT : SSHD — STEEL SMOKE HATCH CM — CURB MOUNT 1 — SINGLE GLAZED Fill — FIBERGLASS TRANSLUCENT HIGH IR — IMPACT RESISTANT HW,. HIGH WIND M1 — EXTERIOR MANUAL RELEASE MF — MILL FINISH PREPARED BY: SUBMITTAL DATE : JOB NO : ARCHITECT: kft Bristolite Skylights 401 East Goetz Avenue - Santa Ana, California 92707 714.540.8950 / FAX 714.540.5415 "CATION: G:\USERS\PUBUC\INTRANET\ACAD Drawings Industrial Hybrid Units\H4896—SSHD—CM-1—FTH—IR—HW—M1—MF / 9-13-2005 .L yr, U 1 \VV1 1 1aLN11 - 1-"VLa11 1111V1111RLIV11 1V1 er V 1 \VVl 1.1.0.1.16011 Search Keyword •OUR PRODUCTS Commercial Roof Hatches Automatic Fire Vents FloorNault/Sidewalk Doors Bit -Guard Hatch Rail System LadderUp Safety Posts Residential Bilco Basement Doors Basement Window Wells Basement Windows PermEntry Entrance Contractor Programs Dealer Programs Standard Features and Benefits • Engineered with compression spring operators to provide smooth, easy, one - hand operation, regardless of size • Automatic hold -open arm locks the cover in the open position to ensure safe egress • Overlapping cover design, full welded corners on cover and curb, EPDM rubber gasket, and fully insulated cover and curb ensure weathertightness and energy efficiency • Constructed with corrosion resistant materials to provide many years of trouble free, dependable service • Heavy gauge construction and positive latching mechanism maintain building security • Curb features the Bit -Clip® flashing system, an innovative method to quickly and easily secure single -ply roofing material to Bilco roof products • Available in many sizes and curb configurations to satisfy any requirement or installation Standard Sizes and Shipping Weights L Home Contact Bilco Type S Roof Hatch Type S, 36" x 30" (914mm x 762mm),the easy on, operation to the fully open or close position provid user the security of having one hand firmly on the times. Available in galvanized steel or aluminum c CAD Details, Submittal Drawings, and 3 -part Specifications Click on the Download Center link at the top of this page to find technical documents for this product. Guide Specifications • Material (select one): Steel: Cover and frame are 14 gauge (1.9mm) G-90 paint bond galvanized steel. ilikweisfielemirizaraladaoglepase.AUgetreeltenimyvflerritnem. 1 a60 1 V1 L • Cover: Breakformed, hollow -metal design with IN (25.4mm) concealed fiberglass insulation, 3" (76mm) beaded, overlapping flange, fully welded at corners, and internally reinforced for 40 psf (195 kg /m2) live load. • Curb: 12" (305mm) in height with integral capflashing, 1" (25.4mm) http : / /www.bilco.com/foundations /store /shopdetail.asp ?product =1 S %2D 1 6/15/2007 '1 jy U 1\VV1. 110.1.611 - £J6La11 1111VL111aULV11 WI 1 ykJG O 1\VVl .81..11 Caniditcn "s'o Powered by: OrderMaxx ragc ui .L fiberboard insulation, fully welded at corners, and 3 -1/2" (89mm) mounting flange with 7/16" holes (11 mm) provided for securing frame to the roof deck. • Gasket: Extruded EPDM rubber gasket permanently adhered to cover. • Hinges: Heavy -duty pintle hinges with 3/8" (9.5mm) type 316 stainless steel hinge pins. • Latch: Slam latch with interior and exterior turn handles and padlock hasps. • Lift Assistance: Compression spring operators enclosed in telescopic tubes. Automatic hold -open arm with grip handle release. • Finish: Steel: Alkyd base red oxide primer. Aluminum: Mill Finish. Stainless Steel: Type 304 stainless steel with sandblast finish • Hardware: Steel: Engineered composite compression spring tubes. Steel compression springs with electrocoated acrylic finish. An other hardware is zinc plated/chromate sealed. Aluminum: Engineered composite compression spring tubes. Steel compression springs with electrocoated acrylic finish.Type 316 Stainless steel hinges. All other hardware is zinc plated /chromate sealed. Stainless Steel: Type 316 stainless steel. http : / /www.bilco.com/foundations /store /shopdetail.asp ?product =l S %2D 1 6/15/2007 .Y 1111 L tT L1L111\VVl 1 1 CAL 11%.0 1 KYV 07 72 43 WHITEWALK® Roof Traffic Pads No. 761 -A Print Version Specification J. «b.. J. ..... PROBLEM Tremendous demands are being placed on the integrity of building roof systems. The roof stands as a ready platform to accept today's broad array of environmental equipment including heating, air conditioning and ventilating equipment, solar collectors, water supply, electronic and window washing equipment, signs and. displays. The utilization of the roof to accommodate all of these activities generates a steady flow traffic to install, service, maintain and secure this equipment. As a result, the integrity of the roofing system is subjected to a constant flow of potentially destructive traffic never planned for by the roofing system manufacturer. SOLUTION To solve this problem, specify and apply a roof walkway of tough, durable and aesthetically pleasing roof traffic pads. The installation of WHITEWALK an from W. R. MEADOWS provides a designated "safe" area on which to wa k. Highly absorbent, shock- resistantellais are also ideal for application under machinery and equipment to safe -guard the roof and serve as anti - vibration pads. Used around the perimeter of the roof, they provide a safe roadway for the rolling of window washing equipment. (Refer to Data Sheet No. 761 -B) WHITEWALK and lithi8001 Traffic Pads may be used individually or in conjunction with each other to provide the exact type of protection and safety desired for each roofing system. DESCRIPTION WHITEWALK Roof Traffic Pads are multi -ply, asphaltic panels consisting of a reinforced carrier sheet, fortified asphaltic core and a non -slip top surface of white mineral granules that reflects heat, and helps assure safe footing. WHITEWALK is specifically designed to provide a durable, visually designated walkway over most types of roofing systems. It is commonly used wherever there's a need to protect the integrity of the roofing system from maintenance traffic. USES WHITEWALK Roof Traffic Pads, with their white granular surface, provides an obvious, designated safe walkway for service routes to equipment of various types and traffic paths to, under and around signs and displays. WHITEWALK is compatible with fiberglass mesh, asphaltic coatings, asphalt- saturated felts, butyl rubber, neoprene, EPDM and most polyvinylchloride and plastic sheetings. WHITEWALK is not recommended for use on areas such as sundecks, elevated patios, etc. where sharp or pointed furniture legs and high heel http:/ /www.wrmeadows.com/wrm00071.htm 6/15/2007 .1 V 1111 L 11 !LLil 1 \VVL 11 f1111■ 1 aL &o foot traffic would puncture its surface. FEATURES AND BENEFITS • White reflective surface serves as a visual traffic guide • Easy to handle and install...no special tools required • Fully compatible with most currently popular roofing systems • Absorbs the impact of traffic with its tough asphaltic core • Available in two thicknesses • Virtually maintenance -free PACKAGING STANDARD SIZES (Nominal)* 1/2 "x3'x 5' &l(12.7mmx.91mx1.5m &1.83m) APPROX. WEIGHT PER 100 SF 330 lbs. (16.11 kg /sq.m) 495 lbs. (24.17 kg /sq.m) * Other lengths are available upon request Application Tools Uti ity Knife PRECAUTIONS Read and follow application information, precautions and Material Safety Data information. This material last updated February, 2005. W. R. MEADOWS, INC. P.O. Baa 336 • HAMPSHIRE 110140.0338 Phone: 8471214.2100 Fax 617/G334544 1.800.3434976 wwwwmmtadows.cot Roofer's Knife http:/ /www.wrmeadows.com/wrm00071.htm Top 1 f.LbV L Vl .J APPLICATION Built -up roofing and Modified Bitumen Systems...Apply WHITEWALK Roof Traffic Pads after the roof has been completely surfaced with gravel, slag, etc. Sweep away all loose surfacing materials from the area to receive the WHITEWALK panels. Install the panels with spot applications of plastic cement or the same coating used to embed the gravel. Embed and step each panel into the spot applied cement or coating. • Single -Ply Roofing,Systems...consijlt the manufacturer of the roofing system for assurance of compatibility with the WHITEWALK panels and for adhesive recommendations. NOTE: WHITEWALK Roof Traffic Pads should be spaced and applied like stepping stones to permit the unrestricted flow of free water. Apply with minimum of 1" to 3" (25.4mm to 76.2mm) between panels. Do not butt tightly. WHITEWALK can be cut to size on the job to fit around roof equipment. HAMPSHIRE, IL / CARTERSVILLE, GA / YORK, PA FORT WORTH„ TX / BEJ ACI , CM POMONA, CA GOODYEAR. AZ / MILTON, ON / ST ALBERT, AB 6/15/2007 • YY11111_ 111 J. 11G111V 1 GL•10 PM/TED WARRANTY "W. R. MEADOWS, INC. warrants at the time and place we make shipment, our material will be Osgood quality and will conform with our published specifications in force on the date of acceptance of the order." Read complete warranty. Copy furnished upon request Disclaimer The information contained herein is included for illustrative purposes only, and to the best of our knowledge, is accurate and reliable. W. R. MEADOWS, INC. cannot however under any circumstances make any guarantee of results or assume any obligation or liability in connection with the use of this information. As 'W. R. MEADOWS, INC. has no conrrol over the use to which others may put its product, it is recommended that the products be tested to determine ifsuitable for specific application and/or our information is valid in a particular circumstance. Responsibility remains with the architect or engineer, contractor and owner for the design, application and proper installation of each product. Specifier and user shall determine the suitability of products for specific application and assume all responsibilities in connection therewith. a ubv ✓ va ✓ http:/ /www.wrmeadows.com/wrm00071.htm 6/15/2007 07 72 00 RED ROSIN PAPER MULTI - PURPOSE BUILDING PAPER A high - quality, heavyweight paper, protective covering and liner. DESCRIPTION RED ROSIN PAPER is a high - quality, "Made In America" single -ply sheathing paper, which is widely used in built -up roofing systems as a "first layer" protective barrier. This environmentally friendly paper is manufactured from 100% recycled fibers. The fibers are set in alum to resist bleeding. It is a multi - purpose building paper used as a physical barrier protection throughout all phases of general construction. USES RED ROSIN PAPER is useful in a wide variety of construction applications including roofing, flooring and as a general jobsite protective covering. When used as an inner liner in wall, roofing or wood flooring applications, RED ROSIN PAPER acts as a separation barrier, protecting against wind and dust infiltration while minimizing squeaks. It is compatible with coal tar and asphalt -based roofing systems. FEATURES AND BENEFITS • Economical protective covering over new floors, prior to completion /Saves time. • Compatible with coal tar and asphalt - based roofing systems /Highly versatile. • Covers gaps in jointed construction/Tightens up the structure. • Specially designed to resist bleeding /Safe to use. • Good general purpose jobsite protective utility paper /Multiple uses. PACKAGING 36" wide x 167 feet long (.91m wide x 50.90m long) rolls COVERAGE 500 sq.ft. /roll (46.45 sq.m. /roll) TECHNICAL DATA http:/ /www.wrmeadows.com/wrm00074.htm No. 763 Print Version Size Weight Thickness Weight 36" wide x 167' long (.91m x 50.90m) 500 sq.ft. /roll (46.45 sq.m. /roll) 15 -17 lbs. /roll (6.8 -7.7 kg /roll) 9.0 - 11.5 mils 3.0 -3.4 lbs. /CSF (141 -166 grams /sq.m.) Specification 6/15/2007 f Dr 4 1\1-4L 1 \VULl 1 1 1-41\ APPLICATION Surface Preparation...Clean surface of all dust, dirt and debris prior to installation. Application Method...Cut RED ROSIN PAPER to desired lengths from the roll. Overlap each piece 2 -1/2" (63.5mm). Once positioned, RED ROSIN PAPER is ready to receive subsequent applications. PRECAUTIONS Read and follow application information and precautions. Refer to Material Safety Data Sheet for complete health and safety information. This material last updated February, 2005. W. R. MEADOWS, INC. F.O. Bor 33e 6 HAMPSHIRE. 1. 60140.0338 Phone: P4W /214 -2100 • Roc 147,13.341644 1- B003424a76 v wurrmntadows.corn HAMPSHIRE, IL I CARTERSVILLE, GA / YORK, PA FORT WORTH, TX ! BENICIA, CA! POMONA, CA GOODYEAR, AZ I MILTON, ON / ST. ALBERT, AB LIMITED WARRANTY W. It. MEADOWS, INC. warrants at the time and place we make shipment, our material will be of good quality and will conform with our published specifications in force on the date of acceptance of the order.* Read complete warranty. Copy furnished upon request. piscialmer The information contained herein is included for illustrative purposes only, and to the best of our knowledge, is accurate and reliable. W. R. MEADOWS, INC. cannot however under any circumstances make any guarantee of results or assume any obligation or liability in connection with the use of this information. As W. R. MEADOWS, INC. has no control over the use to which others may put its product, it is recommended that the products be tested to determine if suitable for specific application and/or our information is valid in a particular circumstance. Responsibility remains with the architect or engineer, contractor and owner for the design, application and proper installation of each product. Specifier and user shall determine the suitability of products for specific application and assume all nuponsibilities in connection therewith. http:/ /www.wrmeadows.com/wrm00074.htm 6/15/2007 Deck Max. Slope (Inch/Ft.) Insulation Membrane Rating Comments C (3/4) 3 E3,FG,FF,F,RF (Optional) 3 -5 GNG 3 -5 GIG A C(15/32) 3 None 3 -5 GNG A C(15/32) 2 E3,FG,FF,F* 3 -5 GIC A *F =Min 1 "; PP Under Insul. 2) 1 - G F , I. •nal 3- 3 -5 GI ---) C(15132) 1 E3,FG,FF,F (Optional) 3 -5 GNC A -- C(15/32) 1 None 3 -5 GNC A ■G'� - ------- I`6_._.-- ' ' • 2 G 2 GIC G FF ption - NC 2 E3,FG,FF,F(Optional) 3 -5 GNC 3 -5 GIC A Optional PP, GB +,V under insul C(15/32) UL None 3 -5 GNC B Optional PP,GP,GPP under membrane C(15/32) UL E3,FG,FF,F (Optional) 3 -5 GIC 3 -5 GNC C Optional PP,GP,GPP under membrane /insul C(15/32) 3/4 2 layer 3/4 "F 3-4 GIS A TA or TB NC 1.5 E3,FG,FF,F (Optional) 3 -5 GIS A TB and FA UL External Fire Resistance (UL 790) Built Up Roofing Summary Chart * *Check Individual Construction Listing To Insure Accuracy** Deck: C- Combustible; ( ) =Min Thickness; NC-Non Combustible Slope: UL= Unlimited Insulation: E3 =ENRGY 3 F= Fesco; FF =Fesco Foam; RF =Retro -Fit; FG =FGRI Base Sheet: PP= PermaPly 28; GB+=GlasBase Plus; V= Ventsulation Ply Sheet: GP= GIasPly IV; GPP= GIasPly Premier Cap Sheet: GK=GlasKap; GK += GlasKap Plus Coatings: TA= TopGard A; TB= TopGard B; FA= Fibrated Aluminum Roof Coating Notes: 1. Approvals for combustible decks automatically apply to non - combustible decks. 2. Insulation is any thickness one or more layers unless otherwise stated. 3. PermaMop is an acceptable substitute to asphalt in any construction. 1 rind Johns Manville yArdy Johns Manville Building Owner. Building Name: Date of Completion: COVERAGE • Th. components or the Roofing System cooered by this Guarantee ars Mambrsm Spa. and Type Wa.bing Pp. and Type iimldeton Type Aemewodw (Type end Quantity) r !y: M McEYey Tick St. Via haaida.n. Roofing System. Grow Commercial /Industrial Roofing Systems 1 2-13 Guarantees Commercial /industrial Rooting Systems Peak Advantage Roofing Systems Guarantee Approved Roofing Contractor: Guarantee Number. Term & Maximum notary Obligation to Maintain a Watey Roofing System Years / ' 2 Tao kik. 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RON* Chow my wool kooky w ii Ostrom a O. or awe. r M Ny waster ai Oars, tort Oatcake way Mon•* setthogay bra.ab• mO p.Ywr. w.o*AD, *bow k W.a Dr Om Mato Do ds i. tOdanfw.oS . adr YIN e..oM par Wp..std . povphor ado Waeekbn.doeNw.M Oita tiyW w i tips dmsnw.yd Oe elMq Own a Y as of Po Pea of do Ease M day *.paler dVOm ANhke. are, MgMrde Worm dW*mow ea went", et Or aOatWdo or Wombsd adobes (or de O.RdiV .NI( ■ dott)by Ay nd waraaan.'dOiorkw.ay ..a, b.MdarApbr..pa N.A....a wweab.a..y.4 spew re aeawdeear. Ndeerabad *As O.N.ot.n Aq octiopa.inu as say tepee soh • M Rd den&.epn.b. eve Y R ..p.ANe b • =Rag ..mry R Aatop Yasana rood InA. W •Racy sera.* to to Now dAl 70 TIEPULLST EVENT a W,. b6QA ANY IMPLIED WARRAKTY.pRUzNMOTRR WARRANTY°,MEROWRAan1TY AND THE nARM.YrY . OP ODOM ITO AMTICI. 1 SUCH WARRANTY 10 THE DUR.tlu AND 70711P WOAD MOW EXPRESS WARRANTY COWARD]) IN TOO nm0M7.uuNR 4 TONT CONDITION NA AND TM STSTar IS Al WHICH ARE SETKIIrrH a 'MOOS MANY0yZCAtl Is•2I 7 b. 040Ia prlocIpi edam arrow PO. as POS. Dom.CTlw.o 002174101 .d mwur. a ea Saabs Motet wapmaity (.w moo lb d Tab Dorm Ow a ,. opk ( . Wor Solt. or try . In IMMO Who dEp0&Or. Reed. eel Rom a•aystm tresto t.skaet ma lm ergfyrwr. kl Master rodef k. ate On Onto kooloo Ow awoke *boob, alota.n Ash load at mivoto ors Osry ae.aaeto mho onto. w 1ri t er aby =toms ead.aO sent L arobookead straw smiting IN lob W trot miry too *Ornq Wm sty polo&wdo RWeist amass w a.eRabA ar+WA eta wok. Ywta pat it AA.. . App ..w Rory aabaw od oM trot aY.MW to = M O O . mda O....ones 1&04.y AAbaia awl MNWea IOW at Amyl0. m o o n s e t O IN polo PR.iy Apo. N. ono oho Rim. Mik.. JoriNfictiat .ea e. alarm b % s*! P:. Y: Y: v. ?Y. eM: 4!^ ??:+ M+4 yitti3d' f. 4�' d' dqh:": M. SN. N, h..+✓,? 3!:i^ =77.32 5 -4C3•" , :T:4,4,- ". 7,7NN4, %k.Niai!paYf # --f. A nnuity-boron ACTIVITY NUMBER: D07 -223 DATE: 06 -19 -07 PROJECT NAME: DEPT L & I BLDG 5 SITE ADDRESS: 12806 GATEWAY DR X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # _ Revision # After Permit Issued DEPARTMENTS: O Bu I: t g D'ivisl Public Works ❑ Complete RMI I COORD COPY PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) [A Firelevention Structural Incomplete Planning Division 0 Permit Coordinator DUE DATE: 06 -21 -07 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 REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions © Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments Issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28-02 Structural Review Required El No further Review Required DUE DATE: 07 -19 -07 DATE: License Information License WAYNESR205Q5 Licensee Name WAYNE'S ROOFING INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600178144 Ind. Ins. Account Id 27881100 Business Type CORPORATION Address 1 13105 HOUSTON RD Address 2 City SUMNER County PIERCE State WA Zip 98390 Phone 2538634455 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 11/25/1980 Expiration Date 5/2/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date GUTHRIE, DONALD D PRESIDENT 01/01/1980 WETHERBEE, KITTY SECRETARY 01/01/2007 WETHERBEE, RODNEY ALLEN VICE PRESIDENT 05/01/2000 WETHERBEE, WAYNE W PRESIDENT 01/01/1980 04/30 /2007 MANN, SHARON R SECRETARY 01/01/1980 04/30 /2007 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 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. Bond Information https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= WAYNESR205Q5 07/05/2007