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Home My WebLink AboutPermit D13-101 - SEGALE BUILDING - TENANT IMPROVEMENTSEGALE BUILDING 18200 SEGALE PARK DR B D13-101 City okukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 3523049119 Address: 18200 SEGALE PARK DR B TUKW Suite No: Project Name: SEGALE BUILDING Permit Number: D13-101 Issue Date: 04/11/2013 Permit Expires On: 10/08/2013 Owner: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA WA 98138 Contact Person: Name: STEVE NELSON Address: PO BOX 88028 , TUKWILA WA 98138 Contractor: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA WA 98138 Contractor License No: SEGALPL902CQ Lender: Name: Address: Phone: 206-575-2000 Phone: 206-575-2000 Expiration Date: 04/01/2014 DESCRIPTION OF WORK: REMOVE EXISTING BUILT-UP ROOFING AND REPLACE WITH 2 1/2" POLYISO INSULATION AND A 60 MIL SINGLE PLY ROOF MEMBRANE. Value of Construction: $997,000.00 Fees Collected: $13,545.39 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0025 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-101 Printed: 04-11-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N Start Time: Volumes: Cut 0 c.y. Start Time: Size (Inches): 0 End Time: Fill 0 c.y. End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non -Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: 1.— I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this pe Signature: Print Name: , Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. doc: IBC -7/10 D13-101 Printed: 04-11-2013 7: Prior to final inspection for this building fait, a copy of the roof membrane manufacturewarranty certificate shall be provided to the building inspector. 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. doc: IBC -7/10 D13-101 Printed: 04-11-2013 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. AN - I Q 1 Project No. Date Application Accepted: ( 3 Date Application Expires: - 3 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 18200 Segale Park Drive B Tenant Name: Shell PROPERTY OWNER Name: Steve Nelson Name: Segale Properties LLC Address: PO Box 88028 Address: PO Box 88028 City: Tukwila State: WA City: Tukwila State: WA Zip: 98138 CONTACT PERSON — person receiving all project communication Name: Steve Nelson Address: PO Box 88028 Address: PO Box 88028 Phone: (206) 575-2000 Fax: (206) 575-1662 City: Tukwila State: WA Zip: 98138 Phone: (206) 575-2000 Fax: (206) 575-1662 Email: snelson@segaleproperties.com GENERAL CONTRACTOR INFORMATION Company Name: Segale Properties LLC Address: PO Box 88028 City: Tukwila State: WA Zip: 98138 Phone: (206) 575-2000 Fax: (206) 575-1662 Contr Reg No.: SEGALPL902CQ Exp Date: 04/01/2014 Tukwila Business License No.: BUS -010320 H:\ApplicationsWorms-Applications On Line \2011 Applcations\Rermit Application Revised - 8-9-11.doca Revised: August 2011 bh King Co Assessor's Tax No.: 352304 9119 Suite Number: Floor: New Tenant: ❑ Yes I..No ARCHITECT OF RECORD Name: Self funded Company Name: Engineers Northwest Company Name: Engineer Name: Dale Kaemingk Architect Name: City: Seattle State: WA Address: Phone: (206) 525-7560 Fax: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: Self funded Company Name: Engineers Northwest City: State: Zip: _^1 Engineer Name: Dale Kaemingk Address: 9725 Third Ave NE Suite 207 City: Seattle State: WA Zip: 98115 Phone: (206) 525-7560 Fax: Email: dalek@engineersnw.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Self funded Address: City: State: Zip: _^1 Page 1 of 4 BUILDING PERMIT INFORMATIO206-431-3670 Valuation of Project (contractor's bid price): $ 997,000 Describe the scope of work (please provide detailed information): Remove existing built-up roofing and replace with 2 1/2" polyiso insulation and a 60 mil single ply roof membrane. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Floor area of accessory dwelling: Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes J No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I Ldocx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC ]St Floor 285,484 V -B S, B2 rd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Floor area of accessory dwelling: Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes J No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I Ldocx Revised: August 2011 bh Page 2 of 4 • • PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: RAUTHO'. T N ,� �n-- Print Name: Steven R. Nelson Mailing Address: PO Box 88028 H:\ApplicationsWorms-Applications On Line \2011 Applications\Permit Application Revised - 0-9-11.docx Revised: August 2011 bh Date: a/a5*3 Day Telephone: (206) 396-2011 Tukwila WA 98138 City State Zip Page 4 of 4 City of Tukwila tiZ Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 3523049119 Permit Number: D13-101 Address: 18200 SEGALE PARK DR B TUKW Status: PENDING Suite No: Applied Date: 03/25/2013 Applicant: VACANT BUILDING Issue Date: Receipt No.: R13-01128 Initials: User ID: WER 1655 Payment Amount: $13,545.39 Payment Date: 03/25/2013 03:18 PM Balance: $0.00 Payee: SEGALE PROPERTIES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 634268 13,545.39 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $13,545.39 8,206.60 5,334.29 4.50 o.:..�...1. A9 7C 0/1 4 9 INSPECTION RECORD.. Retain a copy with permit INSPECTION NO. PERMIT NO. r L CITY OF TUKWILA BUILDING DIVISION �j� 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 { N34©1 - Project: B S€ALE Typef.Inspecti ln: ..I-1 t1/4.) /s POWCied;AdZi --Lit/S.2( /44 Address: Date Called: ---i3/Mr: 04:511//fele // Special Instructions: Date ted:. 3 --'g-- 13 a.m. p.m. Requester: Phone No: .Approved per applicable codes. Corrections required prior to approval. / COMMENTS: 1) /s POWCied;AdZi --Lit/S.2( /44 ---i3/Mr: 04:511//fele // _ f InsP a or: /' Date: / at—e---7 v - Z R- J n $EINS ECTION FEE .REQUI ED. Prior to nexyfnspection, fee must be paid 6300 Southcenter B4 d.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 R (206) 431-367 Permit Inspection Request Line (206) 431-2451 .)t•3 -14 i. Projec :( r ece,f A _ gu . -0, Typ of Inspectio � � re... --1 e- v Address Date Called: Special Instructions: r'C. �f //, Date Wanted:. " / S.. r'�"a.m. ' \ p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. 442 COMMENTS: Inspector Date', REINSPECTION FEE REQUIRED Prior to next inspection, fee must be; paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Construction Testing Laboratories, Inc. = p�? --101 400 Valley Avenue NE Suite 102 Puyallup, WA 98372 253-383-8778 fax 253-770-8232 www.ctl wa. corn CNRNT,•. :.JOBSITR ,�• AODREBB.•5. 'CONTRACTOR. i WORK< + ,ORDER. N0.' Segale Properties, LLC 18200 Segale Park Drive 18200 Segale Park Drive, Tukwila Client N/A 1 l.,DATEOF•:- I_ BPsc(Ok : July 10, 2013 ;:"REPORT.;, NUMBER :PROJECT?.� 01 4939 •CONTRACT IOR0UR N0.' N/A PO' N/A 'JOB ORDBR ND.: N/A lY�PERMIT;110Tr'; � D13-2009 I arrived on the jobsite to perform special inspection, and/or field testing for today's scheduled for roof deck nailing and strapping throughout grid lines 3.5 -5.5/C -F, The roofing contractor nailed along grid lines 4/C -F - 2 rows at 4" on -center off set and Installed 4 - MST! 48 straps along grid lines 4/C -F, 4.8/C -F and 5.2/C -F for a total of 12 straps. All methods conform to approved jobsite plans and manufacturers specifications. RECEIVFD CITY OF TUKWII A L 2 2 2013 PERMIT CENTER REMARKSu,:;,:_ 1 WEATHER ":I OVERCAST/ "'PARTLY.,;i, 6L000Y•. '. �• RAIN CONDITION (5) 1 :. •-.skirt ••'_ 7,-- INDOOR:(S) .�'...�.. COVERED ARPA . DntLRO 1' • 1 TEMPERATURE f .TIME 4 600 F • `. 8:00 N/A N/A TIME DOR 1'.• I. START TIME :.1 ;. 1. FINISH TIME N/A N/A N/A a N/A ;-..INSPECTOR.. 1, C roam/cd 1. REVIEWED BY • REPORTSNAM. NOT EE REPRODUCED EXDEPT IN FULL', WITHOUTTHE Val ITTEN APPROVAL OV CONSTRUOTfON TEETINO LAB, 1N0. REPORT PERTAINSoNLT.TO THE ILATERIAL TESTED (rev. 0!•23.2011 DATE RECO: 07111/2013 FIELD INSPECTION REPORT IMM Merge Fled C. SWART/ cc MAIL 013T.UST Construction Testing Laboratories, Inc. 400 Valley Avenue NE Suite 102 Puyallup, WA 98372 253-383-8778 fax 253-770-8232 www.ctlwa.com <coNTRA. TOR. 'WORK': ;.,;ORDER Segale Properties, LLC 18200 Segale Park Drive D 18200 Segale Park Drive, Tukwila Client ..."` OATS -0; "INSPECTION;•; • • REPORT -:6 '::NUMBSRf ,.YROJECL �' NUMBER July 11, 2013 4939 N/A 1 CORTRACT.. ' .ORDER NO.:. N/A NO. 1 N/A • JOB I ''OROER HO. N/A !,BpfLoiNgi,:; D13-2009 1 arrived on the jobsite to perform special inspection, and/or field testing for today's scheduled diaphragm nailing and strapping nailing throughout rood deck at grid lines 5.5-8/C F. The roofing contractor installed 16 -- Simpson Strong Tie MSTI48 straps, 4 at each grid line 5.7/C - F, 6.4/C -F, 7/C F and 7.6/C -F. The roofing contractor added 2 rows of 10" nails at 4" on -center staggered at both existing Perlin and added 4"x4" along grid lines 7/C -F. The roofing contractor added 40 - 10d nails for each 4'x8' sheet of plywood throughout grid lines 7 -7.9/C -F. All methods and materials conform to approved jobsite plans and manufacturers specifications. WEATHER CONOIT ION.(S►''1 ..ter 4—. OVERCAST, • ' PARTLY2 CLOUDY CLOUDY RAIN', ri FOOOY-`'i• SHOWERS SNOW INDOOR (S) COVERED- . ,, r AREA .:. 1 °mER(a) I••' t ,L BTARi •TIME 1' 4 FINISH TIME `1" ' N/A N/A,. N/A 1,; N/A • •;, •• INSPECTOR`• 1 �i. (*anti /Cl� .REVIEWED1;Y" - z-&4 D.$inith •.1 REPORT SHAW HOT: BEREPRODUCED EXCEPT 1N FULL, WRNOUT THE 'MUTTER APPROVAL OFCONSTRUCTION TESTING LAB, INC. REPORT PERTAINS ONLY TO THE YATER1AL TESTED (nv.00.224011 DATE RECD: 07/12/2013 FIELD INSPECTION REPORT A'.a1 Mame FW C. SWART I oc.' MNL DIST.UST Construction Testing Laboratories, Inc. 400 Valley Avenue NE Suite 102 Puyallup, WA 98372 253-383-8778 fax 2S3-770-8232 www.ctlwa.com • CLIENT • PROJECT TITLE .,JO051TR'' `,r DD ElS81, -.`CONTRACTOR_"' Segale Properties, LLC 18200 Segale Park Drive D 18200 Segale Park Drive, Tukwila Client ', DATE O►; NSPacTION'• •• RBPQRT :' •; NUMBER, PROJECT NUM94, .T 1 July 12, 2013 03 4939 N/A D13-2009 co 'ECT • • OROBR NO.:. N/A PO NO N/A voa OROERNO. 1 N/A I arrived on the jobslte to perform special inspection; and/or field testing for today's scheduled roof deck nailing. The roofing contractor nailed into the perlln at grid lines 4/A -C with 2 rows of 10d nails at 4" on - center off set. All methods and materials conform to approve jobsite plans. r RMARk81 ,,.: , ' '.1 WEATHER CONDITION (S) ,; �. 7 - .. �•?1-TEMPERATURE !' TIME •.!t .. . ' - L'. `-'INSPECTOR <-- CLEAR OVERCAST: '-PARTLY (r•t (:. I(r* 't �^ SNOW �,INDOOR(S) . �• COVERED' 600 F e. 8:00 k GE (9m/n/d, N/A ;P,, N/A /y . 1REVIEWED BY 1,' -E'" CLOUDY , 1'OT (R(bj 1- .I r - RAIN •.: - - �.•�LTI FOE 00X.1... 1• START TIME J. ` 1 FINISH TIME 1 `' PooaY , N/A ,„ N/A y • -- ' SHOWERS.' 41E',1 • '... N/A , N/A -...,. ' D.Sntitlt r .;aNALl HOT BE nurnvoUG [D EA L NiULLj ViITNOUT THE WRITTEN APPROVAL OF CONSTRUCT!ONTESTINO LAB, REPORT. PERTAINE ONLY.TO THE MATERIAL TESTED Ver. W42.zol, • DATE RECO: 07/15/2013 FIELO INSPECTION REPORT/02E Veto FW O_ SWARTJ c !.AIL OIST.UST Construction Testing Laboratories, Inc. 400 Valley Avenue NE Suite 102 Puyallup, WA 98372 253-383-8778 fax 253-770-8232 www.ctlwa.com -CLIENT ='- Segale Properties, LLC •"OJECT TITIB 18200 Segale Park Drive D 7OBSITE 18200 Segale Park Drive, Tukwila DATE OF " • INSPlCTtON .P.ROJE•OT .'. H9MR 8R'. July 13, 2013 reatArr No:: 1 N/A D13-2009 •'.CONTRACT" • ORDER NO... N/A Po' N/A NO.. 1 ORDER NO, N/A 1 arrived on the jobsite to perform special inspection, and/or field testing for today's scheduled roof deck strapping installation and diaphragm nailing. The roofing contractor installed MST/ 48 straps at grid lines 5.7/F -J, 6.4/F -J, 7/F -J and 7.6/F -J. All methods and materials conform to approve jobsite plans, change orders and manufacturers specifications. The roofing contractor nailed 2 rows of 10d nails at 4" on -center staggered for the new 4x4 and for existing perlin at grid lines 7/F—J. The roofing contractor added 40 - 10d nails per sheet of plywood throughout diaphragm at grid lines 7-7.9/FJ. i F.IF,lD,7 /WEATHER Y N CLEAR ,OVERCAST. H.PARTLY': • :'•C_LouDY:•. CLOUDY RAIN 8•NOW6R8 CONDIT 1014(8)' 4 1NttO11149,. _,eovetieo, :;♦r OTHER(!) if ,,•_ TEMPERATURE / TIME 1 • 640 F :..e 8:00 N/A •.e ., N/A . fi,. •l .TIME,130X 1 •:.:. ),START TIME 4 . i FINISH TIME. N/A N/A ;..; N/A N/A !' INSPECTOR' ^l ' Cfflaflif/cd • 4 RBVISWEO BY 1_ f-, E 1,31,• 'S10101. REPORT 811AiL NOT Op REP RODUO EO EXCiPT IN full, WITH OUTTHSWRITTEN APPROVAL0FCONBTRUOTION.TEBTINO LA81 ONO; REPORT. PERTAINB ONLY 70.1116 NATEAIALTENTED (mi. 011-22.2011 ' DATE RECD: 07/15/2013 FIELD INSPECTION REPORT Mai JFe, a FW C. SWART/ ea AWL DIST.LIST Construction Testing Laboratories, Inc. 400 Valley Avenue NE Suite 102 Puyallup, WA 98372 253-383-8778 fax 253-770-8232 wwwctlwa.com `,;,:`LI ENT • ,PROJECT: ' �..:., :. TITI E Joeslie'' ",. :ADOReS C t • 'R •.CONTACTOR.;i $egale Properties, LLC 18200 Segale Park Drive D 18200 Segal° Park Drive, Tukwila Client UATCOP;:`; INSPECTION.. REPORY MUMMER •' PROJECT,!', I�.-NUMBER:.: July 15, 2013 4939 YORK BORDER NO N/A CONTRACT ORDER NO,, N/A .q0 NO. N/A JOB ORDER NO. N/A r.iBUILUIMO, •' `PERMIT.NO:":'. D13-2009 I arrived on the Jobslte to perform special Inspection, and/or field testing for today's scheduled roof deck nailing throughout grid lines 3.8 -8.1%A -C and 6 -8/J -K. The roofing contractor nailed off the perlin and added 4x4 at 4/A -C and 7/J -K with 10d nails - 2 rows at 4" on -center. Staggered and added 40 -10d nails per sheet of plywood throughout grid • lines 7 -8/A -C and 7 -8/J -K. All methods and materials conform to approved jobslte plans. ...REMARKS, WEATHER CONDITION • CLEAR . 'OVERCAST- 'CLOUDY.<< RAIN '.. • YOOOY .''•. • SNOW ,INDOOR (S1;. �' COVERED,. . • AREA t...3 • OTHER(bj l: .%. ;`.BHOWERB; L TEMPERATURE $ TIME 1 640 F :c 8:00 , N/A 6N/A 1 TIME BOx1- 1 START TIME 4 . FINISH TIME N/A N/A N/A INSPECTOR CSL. coati n /Ccs I REVIEWED BY 1 N/A ff D:Siriitlt REPORT SHALL NOTBE REPRODUCED EXCEPT IN FULL, WITHOUT THE WRITTEN APPROVAL OF CONSTRUCTION TESTING LAB, INC. REPORT PERTAINS ONLY TO INC MATERIAL TESTED (rev. 05323011 DATE RECD: 07/18/2013 FIELD INSPECTION REPORT /.!al Melee He/ C. SMART/ co MAIL OIST.UST Construction Testing Laboratories, Inc. ',.;.CEIN TRACTOR Segafe Properties, LIC 18200 Segale Park Drive D 18200 Segafe Park Drive, Tukwila • Client 400 Valley Avenue NE Suite 102 Puyallup, WA 98372 253-383-8778 fax 253-770-8232 www.cawa.com • PACO , •••.• • DATE OF tiAeaCi10/1 • • PROJECT •- ••- agpo,Ri-f • 1111M111:1R 11 OF July 16, 2013 06 4939 N/A D.1$-2009 '1 1 arrived on the Jobsite to perform special Inspection, and/or field testing for today's scheduled roof deck strapping and nailing throughout gild lines 3.5 -5.5/F -J. The roofing contractor installed Simpson Strong Tie MSTI 48 and MST 48 straps at grid lines 4/F -J and 5.2/F-1. The roofing contractor nailed into existing perlin at grid lines 4/F -J using 2 rows ofiOd nails at 4" on -center off set. Al! methods and materials conform to approved jobsite plans and manufactures specifications. •• • ORDER HO.. . NIA N/A JOB, ORDER NO: N/A t)Etp .• • " -._•;•';:••$14:%1•' •• WEATHER CLEAR:. , • , • • 1411T1.*•*, • ' , •• 4-- ;LOU tiv, • : <-r1— F000Y C.ONDITION (B) i ,. • • ••• SHOW, . • •-; • • ' .•• ,47 ;111260R (§) • -COVERED • ' aittiA . . • . , .. • • • . OTRER1S) ; ' - • ' ••••:. • VEMPERATURE•I •IIME • • 4 670 F e 8:00 •k N/A :r@ • N/A 1 TIME Box!: I.:START TIME 1 • 1: FINISH TIME 1 • N/A N/A ::fr• N/Asuwims , N/A • .." • • REPORT grim.t.kicyr !up PRODUCED. EXCEPT IN FULL, WITHOUT THE WRITTEN APPROVAL OF CONSTRUCTION TESTINO 1.118, INC. REPORT PERTAINS ONLY TO THE MATERIAL TESTED qazz4oii -• ' 1. iNspEcroR 1 1•••II•11 c9ann /cd REVIEWED BY' 1 DATE RECD; 07/16/2013 FIELD INSPECTION REPORT Nal Memo FW C. SWART 1= WM DISTIIST .613—/DI Commercial Roofing • Architectural Sheet Metal (425) 333-4876 Fax (425) 333-0563 • P.O. Box 1116 • Carnation, WA 98014 • Conf. 9RAINBFI17200 CONTRACTOR WARRANTY Rainbow Federal, Inc. hereby warrants that we have complied with the selected materials, Manufacturer's written specifications and recommended installation practices for the job described herein. That this installation meets standard requirements, and that for a period of two (2) year from the date hereof, Rainbow Federal, Inc. shall, at our own expense, provide labor to correct any non -conforming conditions resulting from fault workmanship and to meet installation specifications. This warranty specifically excludes any physical damage caused by other trades, natural or man-made disasters or failure of the building's structural components. Following the passage of said two (2) year period, unless under notice from the materials manufacturer of some defect, Rainbow Federal, Inc. shall have no further obligation to make repairs at its own expense under this warranty. Obligations under this warranty shall become null and void should the Owner withhold payment for work completed relating to this project. Rainbow Federal, Inc. shall consider any submitted pay application or approved change order not paid within 60 days of submission as a non- payment status. This is the sole and exclusive remedy for workmanship. Rainbow Federal, Inc. (Date) Project Name: Segale #763 18200 Segale Park DR Tukwila, WA Date Effective: July 18th, 2013 VE 72) \IEISDG ROOFING SYSTEMS MO MEM nMi F- A IME f lATEROAL WAR A ITY VSW_20 Rev 1/10 Subject to the following terms and conditions, Versico, a division of Carlisle Construction Materials Incorporated (SELLER) warrants to the Buyer that the membrane material (MEMBRANE) sold to the Buyer will be free from manufacturing defects at the time of its delivery to the job site. If upon inspection by the Seller, the membrane evidences manufacturing defects, Seller's liability and Buyer's remedies are limited, at Seller's option, to the repair or replacement of the defective membrane at the F.O.B. point in the original contract of sale. Seller further warrants that the Membrane material will not prematurely deteriorate to the point of failure because of weathering for a period of 10 years from the date of sale if properly installed, maintained and used for the purpose for which the Seller intended. Buyer shall give Seller notice of a claim under this warranty within thirty (30) days of discovering any premature deterioration of the Membrane. If upon inspection by the Seller, the Membrane shows premature deterioration because of weathering within the 10 year period stated herein, Seller's liability and Buyer's remedies are limited at Seller's option to the providing of repair material for the original Membrane or credit to be applied towards the purchase of a new Membrane, the value of these remedies being determined by the Seller based upon the number of remaining months of the unexpired warranty used to pro -rate at the current prices for the Membrane. The maximum pro -rated value allowed by Seller for repair or credit shall not exceed the original Membrane purchase price. This warranty refers to the membrane material only. Flashings, adhesives and other accessories contained in a membrane system are not covered by this warranty. NO REPRESENTATIVE OF THE SELLER HAS AUTHORITY TO MAKE ANY REPRESENTATIONS OR PROMISES EXCEPT AS STATED HEREIN. VERSICO DOES NOT WARRANT PRODUCTS UTILIZED IN AN INSTALLATION WHICH IT HAS NOT FURNISHED; AND SPECIFICALLY DISCLAIMS LIABILITY, UNDER ANY THEORY OF LAW ARISING OUT OF THE INSTALLATION AND PERFORMANCE OF, OR DAMAGES SUSTAINED BY OR CAUSED BY, PRODUCTS NOT FURNISHED BY VERSICO. THERE ARE NO WARRANTIES EITHER EXPRESSED OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, WHICH EXTENDS BEYOND THE WARRANTIES CONTAINED IN THIS DOCUMENT. VERSICO SHALL NOT BE LIABLE FOR ANY INCIDENTAL, CONSEQUENTIAL OR OTHER DAMAGE, INCLUDING BUT NOT LIMITED TO, LOSS OF PROFITS OR DAMAGES TO A STRUCTURE OR ITS CONTENTS ARISING UNDER ANY THEORY OF LAW WHATSOEVER. BUILDING: SEGALE #763 18200 SEGALE PARK DRIVE TUKWILA, WA Versico, a division of Carlisle Construction Materials Incorporated Authorized Signature Warranty #: 1134754 Title: General Manager Date of Issuance: 04/23/2013 PO Box 1289, Carlisle, PA 17013 Tel: 800-992-7663 Fax: 717-960-4035 www.versico.com %IL. A. VERSICO ROOFING SYSTEMS ROOFING SYSTEM WARRANTY System Warranty Revisions & Alterations Procedure Care & Maintenance Instructions Versico PO Box 1289 Carlisle. PA 17013 Tel: 800.992.7663 Fax: 717.960.4036 Web: www.versico.com VERSICO ROOFING SYSTEMS Warranty Revisions & Alterations Procedures Versico recommends periodic roof system evaluations to ensure the roofing system is performing as intended. We suggest regular maintenance inspections be conducted by a Versico Authorized Roofing Contractor or by someone specially trained in single -ply roofing installations. However, even with the most rigorous reviews, roofing systems can be damaged by flying debris, other trades servicing rooftop equipment, etc. Regardless of how the damage occurs, it is important to understand how to both protect your warranty investment and prolong the life of your roofing system. Following these procedures and recommendations can ensure that repairs are performed accurately so that the warranty duration and coverage remains intact. Warranty Revisions & Alterations Procedures 1. Paragraph 4(a) of the Versico Roofing System Warranty states: "This warranty shall be null and void if, after installation of the Versico Roofing System by a Versico Authorized Roofing Contractor, there are any alterations or repairs made on or through the roof or objects such as, but not limited to, structures, fixtures, or utilities placed upon or attached to the roof without first obtaining written authorization from Versico." 2. Any questions concerning revisions or alterations to your Versico Roofing System must be directed to Versico's Warranty Services Department. Versico must approve the proposed details prior to any revision or alteration. Below is address information for Versico's Warranty Services and telephone and fax numbers for your convenience. Versico Attn. Warranty Services P.O. Box 1289, Carlisle, PA 17013 Phone: 800.992.7663 Fax: 717.960.4035 3. The approval process begins when Versico receives a shop drawing that outlines those locations where the alteration will take place. Either the Versico Authorized Roofing Contractor or the building owner must also notify Versico of the proposed alterations in writing and identify the project name, location, warranty number and the CMD or AB number originally assigned by Versico. 4. A Versico Authorized Roofing Contractor must perform all revision work. It is recommended that the original contractor who installed the roofing system perform the revision work, if possible. 5. The Versico Authorized Roofing Contractor must notify Versico in writing when the revision work is complete. 6. At Versico's discretion, a Versico Field Service Representative may conduct an inspection to ensure compliance with the current published Versico Specifications and Details. The contractor will be notified of the results. Current inspection charges and expenses will apply. 7. When the revision or alteration is completed in compliance with the above procedures, Versico will notify the building owner that the warranty is being continued. .VERSICO ROOFING SYSTEMS Care & Maintenance Instructions The following maintenance items are the responsibility of the building owner and are not included within the scope of the Roofing System Warranty. MAINTENANCE ITEM Drainage ACTION Keep the roof surface clean at drain areas to avoid clogging. Check that ponding water is drained from the roof within 48 hours following rain. Petroleum Products Keep all petroleum products (solvents, greases, oils, or any liquids containing petroleum products) off the membrane to avoid degradation. Animal Fats - EPDM Membranes Do not exhaust kitchen wastes (vegetable oils) or other animal fats directly onto the roof surface. If incidental contact is likely, contact Versico for recommendations on membrane type and usage. Animal Fats - TPO & PVC Membranes TPO and PVC membranes for restaurant rooftop use will not void the warranty. A rooftop maintenance program must be in place to ensure that accumulations of animal fats/grease are regularly removed and the roof -top surface is cleaned with a mixture of warm soap and water and/or by other approved cleaning methods. See Versico's Installation Guide for specific cleaning instructions. Chemicals Contact Versico if any chemicals come in contact with the roofing membrane. Some chemicals could degrade the membrane or cause swelling. Foot Traffic Walkways must be provided if regular traffic is required or if rooftop equipment has a regular thirty (30) day or Tess maintenance schedule. Exercise caution when not walking on walkways, especially on white membranes (VersiGard white or VersiWeld) as ice or frost build-up may not be visible. All membranes are slippery when wet: Roof Alterations Please refer to the Versico Roofing System Revisions and Alteration procedures on the preceding page. Cleaning Handprints, footprints, general traffic grime, industrial pollutants and environmental dirt may be cleaned from the surface of the membrane by scrubbing with detergent and water, then rinsing with clean water. To maximize reflectivity, white membrane(s) should be cleaned once every two years. Metal Work Keep roof maintenance items such as counterflashing, metal curbs and metal ducts sealed watertight at all times. Continued on next page. VERSICO ROOFING SYSTEMS •V'E.RSICO ROOFING SYSTEMS Care & Maintenance Instructions (continued) MAINTENANCE ITEM Leaks ACTION Locate the leak and determine if it is a roof membrane leak or a wall, curb, skylight, metal ductwork or plumbing leak. Deterioration or failure of building components that causes a leak is not covered by the warranty. A water leak may be indicated by soft or warped insulation. Physical damage to the membrane or flashing is not covered by the warranty. Please notify Versico's Warranty Services Department at 800.992.7663 if the leak is determined to be membrane related. The building owner must pay the investigation and repair cost if the problem is found to be outside the scope of the warranty. Temporary Repairs , Use LapSealant or any good -grade rubber caulk to make temporary repairs. Notify Versico of this action in writing. Hysunite and Acrylic Coatings Coatings are maintenance items and are excluded from the Versico warranty. Recoat when necessary. Roof Cement DO NOT USE ROOF CEMENT to repair or install rubber membrane. Roof cement contains petroleum products that may degrade the membrane. Rooftop Maintenance When it is necessary for workers to be on the roof to service rooftop equipment (e.g. HVAC units, antennas, etc.) workers should be cautioned to use walkways and exercise care with their tools and equipment to avoid puncturing the roofing membrane. The preceding care and maintenance requirements are for VersiGard EPDM (black and white), VersiWeld, VersiFlex and VersiFleece Membrane Roofing Systems. The list is not meant to be exhaustive and is for illustrative purposes only. Versico recommends that your maintenance staff and/or maintenance contractor inspect the roof periodically or at least twice a year. The inspection should concentrate on high-risk areas such as roof hatches, drains and around all rooftop equipment as well as general inspection of the entire roof. The inspector should be looking for membrane damage (cuts and tears), oil or Freon leaks, chemical spills, and water infiltration into the roofing system. Compliance with the above -listed care and maintenance requirements will aid in ensuring a durable, watertight membrane roofing system. VERSICO ROOFING SYSTEMS A SINGLE SOURCE FOR SINGLE -PLY ROOFING ® 2013 Versico. Printed in U.S.A. REPRINT REQUEST CODE: 603227 -'Care and Maintenance Brochure' - 05.15.13 Versico, PO Box 1289, Carlisle, PA 17013 Tel: 800.992.7663 Fax: 717.960.4036 Web: www.versico.com Versico, VersiGard, VerslWeld, VerslFlex and VersiFleece are a trademark of Versico. ENW STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. We get buildings built. March 19, 2013 SEGALE PROPERTIES 5811 Segale Park Drive C Tukwila, WA 98188 ATTN: Steve Nelson RE: Segale Building 763 Segale Park Drive B, Tukwila, WA Roof Membrane Replacement ENW Project No. 05108005 Steve: FILE COPY REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2013 City of Tukwila BUILDING DIVISION It is my understanding that you are anticipating a roof replacement for Segale Building 763.'As you know, this building was built in the mid 1970's. The existing framing primarily consists of 1/2" plywood over 2 x 4 Douglas fir #1 stiffeners at 24" on center spanning to 4 x 14 rough Hem -fir #1 at 8'-0"on center, spanning 20' typical bays to 5 1/8" wide glu-laminated beams. The existing roof has two layers of roofing. It is my understanding that you will be removing both layers of existing roofing weighing approximately 4.4 psf. total, and replacing it with 2 'A" rigid insulation and single ply roofing weighing roughly 2.02 psf. total. The net effect is a reduction of weight. Section 3404.3 of the 2009 IBC allows for a 5% increase of design gravity load on the roof without requiring modification to the original structural members. As you are effectively reducing the dead load on the roof, it is my opinion that the existing roof structure is adequate to support the roof membrane replacement. Please contact me if you have any questions. Sincerely, ENGINEERS SRT E .INC. RECEIVED Dale Kaemingk, P.E., S.E. CITY OF TUKWILA Vice President DK:bs Yo(- o MAR 2 5 2013 PERMIT CENTER • 0 • 9725 Third Ave NE, Suite 207 • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.engineersnw.com 41,44.10 VERSICO � _" Frig " ROOFING SYSTEMS ®», A SINGLE SOURCE FOR SINGLE -PLY ROOFING March 19, 2013 Ms. Stefani Christian Rainbow Federal, Inc. P.O. Box 1116 Carnation, WA 98014 Re: Segale Building # 763 Dear Ms. Christian: REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2013 City of Tukwila BUILDING DIVISION This letter shall serve as confirmation that the following Versi-Weld Mechanically Attached Roofing System has been tested and successfully achieved a UL Class C fire rating. Deck: Insulation: Membrane: Slope: Plywood roof deck with the existing roofing system removed. 2.5" Versico Polyisocyanurate insulation mechanically attached with 6 fasteners and plates per 4'x8' board. Versico's 8 foot wide Versi-Weld TPO membrane (60 -mil) mechanically attached in the splice with HPVX fasteners and plates spaced 12 inches on center. The perimeters are to be enhanced with one 4' half sheet fastened 12 inches on center with HPVX fasteners and plates. Maximum roof slope for this assembly is unlimited. Upon completion of the membrane system in accordance with Versico's TPO Mechanically Attached System Specifications and acceptance by Versico at final inspection, this project will be eligible for our 20 -year Total System Warranty. As with all Total System Warranty projects, all materials used to complete the roofing system (insulation, fasteners, termination bars, etc.) must be manufactured or marketed by Versico. If you have any questions or need any additional information, please feel free to contact me at (877) 301-0180. Sincerely, John Souders Sr. Design Analyst Project Review CC: J. Scarlette, A. Weller Do RECEIVED CITY OF TUKWILA MAR 2 5 2013 PERMIT CENTER Versico PO Box 1289 Carlisle, PA 17013 Tel: 800-992-7663 Fax: 717-960-4036 Web: www.versico.com VersiWeld (TPO) Mechanically Attached or RhinoBond Roofing Systems Underwriters Laboratories Approvals .045" or .060" VersiWeld Standard Reinforced Membrane (White, .045" or .060" VersiWeld HS (ES) Reinforced Membrane (White, G VersiWeld Plus Reinforced Membrane (White, Gray or Tan) or .080" Spectro-Weld Reinforced Membrane (White) Membrane Type: REV E',z1EL) FOR y or 9v)PRovED APR 0 9 2013 Notes: (1) When multiple insulation layers are listed (i.e., Versico Recovery Board/Polyiso), the insulation listed first (Versico Recovery Board) is directly under the membrane. (2) Insulation joints (bottom layer) are to be staggered a minimum of 6" from joints in wood deck. (3) Combustible deck ratings can be used on non-combustible decks. (4) Assembly acceptable for white VersiWeld membrane only. Ato1 VersiWeld TPO Codes 5 RECEIVED CITY OF TUKWILA MAR 2 5 201 PERMIT CENTER August 2011 UL Class "B" axim . .,.�_ SIO tit,"Versi PleaDeck Type nsu Insulation (1) Thickness :�:r Versi';, *�I Rt I 1 , '- v j VI; yp Plus or Spectro-Weld ITS' Combustible Versico Polyisocyanurate SecurShield (2) 1.9" Min. 1/2" 1/2" (2)(.,) Polyisocyanurate (on Page 1) over Versico FR Base Sheet 1S 1-1/2" Min./ Base Sheet I/2" 1" Versico Recovery Board/Polyisocyanurate over Versico FR Base Sheet 1S 1/2"h" Min./ Base Sheet 1" 1" Versico Recovery Board/ Versico FR Base Sheet 1S 1" Min./Base Sheet 1" 1" One Layer Versico FR Base Sheet 1S One Layer Versico FR Base Sheet IS over minimum Class B Smooth BUR, mineral cap sheet or Modified Bitumen One Layer of Base Sheet 1/2" 1/2" Inverted G3 Cap Sheet Cap Sheet UL Class "C" Non-combustible Polyisocyanurate listed on Page 1 Any Unlimited Unlimited Combustible Polyisocyanurate listed on Page 1 2" Min. Unlimited Unlimited Existing UL Rating Retained Non -Combustible or Combustible None—Direct to min. UL Class C rated Type III or IV Smooth Asphalt BUR, Mineral Cap Sheet Modified Bitumen or approved single -ply to remain N/A 1/2" 1/2" Versico FR Base Sheet 1S over existing min. UL Class "C" rated Type III or IV Smooth Asphalt BUR, Mineral Cap Sheet, Modified Bitumen or approved single -ply to remain Base Sheet 1/2" 3/4" Max. 1" Insulfoam R -Tech or SP over minimum Class C smooth or gravel surface (gravel maintained) BUR, mineral cap sheet or Modified Bitumen Max. 1" 1/2" 1/2" Notes: (1) When multiple insulation layers are listed (i.e., Versico Recovery Board/Polyiso), the insulation listed first (Versico Recovery Board) is directly under the membrane. (2) Insulation joints (bottom layer) are to be staggered a minimum of 6" from joints in wood deck. (3) Combustible deck ratings can be used on non-combustible decks. (4) Assembly acceptable for white VersiWeld membrane only. Ato1 VersiWeld TPO Codes 5 RECEIVED CITY OF TUKWILA MAR 2 5 201 PERMIT CENTER August 2011 TECHNICAL DATA BULLETIN VERSICO'S VERSIWELD® REINFORCED TPO MEMBRANE Overview Versico's VersiWeld membrane is a premium heat -weldable single -ply thermoplastic polyolefin (TPO) sheet designed for new roof construction and re -roofing applications. VersiWeld High Slope (HS) membrane (also known as Extra Slope (ES)) is formulated with additional flame retardant (compared to Standard) for higher -slope fire code approvals. Versico's VersiWeld TPO membrane is based on advanced polymerization technology that combines the flexibility of ethylene -propylene (EP) rubber with the heat weldability of polypropylene. All VersiWeld TPO membranes include OctaGuard XTTM, an industry-leading, state-of-the-art weathering package. OctaGuard XT technology enables VersiWeld TPO to withstand extreme weatherability testing intended to simulate exposure to severe climates. Physical properties of the membrane are enhanced by a strong polyester fabric that is encapsulated between the TPO-based top and bottom plies. The combination of the fabric and TPO plies provides VersiWeld reinforced membranes with high breaking strength, tearing strength and puncture resistance. The relatively smooth surface of VersiWeld membrane produces a total surface fusion weld that creates a consistent, watertight monolithic roof assembly. The membrane is environmentally friendly and safe to install. VersiWeld Standard and HS/ES products are available in highly reflective white, tan and gray, in 45 -mil, 60 -mil VERSICO ROOFING SYSTEMS and 80 -mil thicknesses. Sixteen special colors are also available (see Versico TPO Color Palette brochure). Available widths are 4-, 5- and 6 -ft perimeter sheets and 8-, 10- and 12 -ft field sheets. Versico's VersiWeld tan and white TPO ;emli�'iE�1ifED`'O(i can contribute toward LEED®(Leaders:iiCvl� "OMPLIANC and Environmental Design) credits. Tan .nd wh„� VersiWeld are ENERGY STAR®'-qualifie.! and'C• °for�ni�aOV�® Title 24 compliant. Features and Benefits • Outstanding puncture resistance • Chlorine -free with no halogenate APR 0 9 2013 City of Tukwila 4-04rIVISION • Plasticizer -free; does not contain liquid or polymeric plasticizers • Excellent low temperature impact resistance • Excellent chemical resistance to acids, bases and restaurant exhaust emissions • Exceptional resistance to heat, solar UV, ozone and oxidation • Low water vapor permeance and water absorption • Hot -melt extrusion processed for complete scrim encapsulation • Warp -knitted fabric (not woven) for smooth surface and greater thickness over scrim • VersiWeld TPO Is 100% recyclable (r 4er-orFl EDTUKWILA Recyclability Statement) Installation MAR 2 5 2013 VersiWeld Roofing Systems are quick to;i lIli 1T1i cN TER labor and few compenents are required. The systems may be installed utilizing labor-saving devices that make sheet welding fast, clean, consistent and easy to learn, while reducing strain on the roofing technician. The Versico Mechanically Attached Roof System installation starts with the insulation fastened with a minimum of 5 fasteners per 4 by 8 ff. board. The VersiWeld reinforced membrane is mechanically fastened to the deck using HPVX FastenersTM and HPVX Plate?" or HPV -XL Fasteners A SINGLE SOURCE FOR SINGLE -PLY ROOFING Verslco, PO Box 1289, Carlisle, PA 17013 Tel: 800.992.7663 Fax: 717.960.4036 Web: www.verslco.com and HPV -XL Plates. Adjoining sheets of VersiWeld membrane are overlapped over the fasteners and plates and joined together with a minimum 11/2 -inch (4cm) wide hot-air weld. The Versico Fully Ahered Roofing System application begins with the insulation fastened at the required density (max. 1 every 2 sq. ft.) necessary to resist the appropriate wind Ioad.The substrate and membrane are coated with an approved Versico TPO Bonding Adhesive and the membrane is rolled into place. * CONSULT VERSICO SPECIFICATIONS FOR COMPLETE INSTALLATION INFORMATION Precautions 1. Sunglasses that filter out ultraviolet Tight are strongly recommended as tan and white surfaces are highly reflective. Roofing technicians should dress appropriately and wear sunscreen to protect skin. 2. Surfaces may become slippery due to frost and ice buildup. Exercise caution during cold conditions to prevent falls. 3. Care must be exercised when working close to a roof edge when surrounding area is snow-covered as the roof edge may not be clearly visible. 4. Use proper stacking procedures to ensure sufficient stability of the rolls. 5. Exercise caution when walking on wet membrane. Membranes may be slippery when wet. 6. Store VersiWeld membrane in the original undisturbed plastic wrap in a cool, shaded area and cover the light-colored, breathable, waterproof tarpaulins. VersiWeld membrane that has been exposed to the weather must be prepared with Weathered Membrane Cleaner prior to hot-air welding. VERSIWELD REINFORCED TPO MEMBRANE TYPICAL PROPERTIES AND CHARACTE - -- ----------------- Physical Property ASTM D6878 Requirement 45 -mil Tolerance on nominal thickness, % +15, -10 ± 10 ASTM D751 test method 60 -mil 80 -mil ± 10 ± 10 Thickness over scrim, in. (mm) ASTM D6878 optical method, average of 3 areas 0.015 min 0.018 typ 0.024 typ 0.034 typ (0.381) (0.457) (0.610) (0.864) Breaking strength, Ibf (kN) ASTM D751 grab method Elongation break of reinforcement, % ASTM D751 grab method Tearing strength, Ibf (N) ASTM D751 proc. B 8 in. x 8 in. Brittleness point, °F (°C) ASTM 02137 220 (976 N) min 15 min 225 (1.0) min 250 (1.1) min 350 (1.6) min 320 (1.4) typ 360 (1.6) typ 425 (1.9) typ 15 min 15 min 15 min 25 typ 25 typ 25 typ 55 (245) min -40 (-40) max 55 (245) min 55 (245) min 55 (245) min 130 (578) typ 130 (578) typ 130 (578) typ -40 (-40) max -40 (-40) max -40 (-40) max -50 (-46) typ -50 (-46) typ -50 (-46) typ Linear dimensional change, % ASTM D1204, 6 hours at 158°F Ozone Resistance, no cracks 7X ASTM D1149,100 pphm, 168 hrs ± 1 max ± 1 max ± 1 max ± 1 max -0.2 typ -0.2 typ -0.2 typ PASS PASS PASS PASS Water absorption resistance, mass % ASTM D471 top surface only 166 hours at 158°F water ± 3.0 max ±3.0max ±3.0max ±3.0max 2.0 typ 2.0 typ 2.0 typ Factory seam strength, IbMn (kN/m) ASTM D751 grab method 66 (290) min 66 (290) min 66 (290) min 66 (290) min Field seam strength, Ibf/iin (kN/m) ASTM D1876 tested in peel Water vapor permeance, Perms ASTM E96 proc. 8 Puncture resistance, lbf (IN) FTM 101C, method 2031 (see supplemental section) No requirement 25 (4.4) min 25 (4.4) min 40 (7.0) min 50 (8.8) typ 60 (10.5) typ 70 (12.3) typ No requirement 0.10 max 0.10 max 0.10 max 0.05 typ 0.05 typ 0.05 typ No requirement 250 (1.1) min 300 (1.3) min 400 (1.8) min 325 (1.4) typ 350 (1.6) typ 450 (2.0) typ Properties after heat aging ASTM D573, 32 weeks CO 240°F Breaking strength, % retained Elongation reiM., % retained Tearing Strength, % retained Weight change, % 90 min 90 min 60 min ±1.0max 90 min 90 min 60 min ± 1.0 max 90 min 90 min 60 min ± 1.0 max 90 min 90 min 60 min ±1.0max Typical Weights 0.23 lb/ft, (1 kg/m2) 0.29 (1.4) 0.40 (2.0) * Typical properties and characteristics are based on samples tested and are n• . -. ples of this product. This data and information is intended as a guide and does not reflect the specification range for any particular property of this product. U E C a N 0 C Q d D Q ITQ M U d d E 7' 0 01 Extreme Testing for Severe Climates ASTM Standard D6878 is the material specification for Thermoplastic Polyolefin Based Sheet Roofing. It covers material property requirements for TPO roof sheet and includes initial and aged properties after heat and xenon -arc exposure. As stated in the scope of the standard, "the tests and property limits used to characterize the sheet are values intended to ensure minimum quality for the intended purpose." Versico's goal is to produce TPO that ensures maximum performance for the intended purpose of roofing membranes. Maximum performance requires the membrane to far exceed the requirements of ASTM D6878. For severe climates like Miami, FL and Phoenix, AZ, EXTREME testing is required. Heat Aging accelerates the oxidation rate that roughly doubles for each 10°C -(18°F) increase in roof membrane temperature. Oxidation (reaction with oxygen) is one of the primary chemical degradation mechanisms of roofing materials. VERSICO EXTREME TESTING - HEAT AGING J ASTM Requirement Versiweld Requirement ASTM TEST 240°F 32 weeks 52 weeks' Versico 275°F N/A Extreme Test 13 weeks 'Comparable to 1,024 weeks (20 yrs) at 185°F for 6 hrs/day. o Test specimen is 1" by 4" piece of 45 -mil membrane unbacked, placed in a circulating hot-air oven. • Criterion - no visible cracks after bending aged test specimen around 0.25" -diameter mandrel. Xenon -Arc exposes the membrane samples to the combined effect of ultraviolet, visible and infrared radiation as well as ozone, heat and water spray, to greatly acclerate the effects of outdoor weathering. The radiation dose is measured in kilojoules per square meter (kJ/m2) at 340 nm machine UV wavelength. The irradiance power of the xenon -arc lamp is measured in Watts per square meter (W/m2). VERSICO EXTREME TESTING - XENON -ARC VersiWeld Results ASTM TEST ASTM D6878 REQUIREMENT 45 -MIL 60 -MIL 80 -MIL k1/m2 at 340 nm 10,080 17,640 20,160 27,720 • Test specimen is 2.75" by 5.5" piece of membrane, unbacked, weathering side facing arc lamp. • Criterion - no visible cracks viewed under l0x magnification while wrapped around 3" - diameter mandrel. Environmental Cycling subjects the membrane to repeated cycles of heat aging, hot-water immersion or acid fog followed by xenon -arc exposure. The acid fog accelerates acid etching that may occur from acid rain if the roof membrane is not resistant to acidic conditions. • ASTM requirement - none • Versico EXTREME test*: 10 days heat aging at 240°F (116°C) followed by • 5 days water immersion at 158°F (70°C) or with another specimen set • 5 eight-hour cycles in Kesternich sulfer dioxide chamber (sulfurous acid fog) followed by • 5040 kJ/m2 (2000 hrs at 0.70 W/m2 irradiance) xenon -arc exposure Test specimen is 2.75" by 5.5" piece of membrane with edges sealed. Criterion - after 3 complete cycles, test specimens shall remain flexible and not have any cracking under 10x magnification while wrapped around a 3" -diameter mandrel. Supplemental Approvals, Statements and Characteristics: 1. VersiWeld TPO meets or exceeds the requirements of ASTM D6878 Standard Specification for Thermoplastic Polyolefin Based Sheet Roofing. 2. Radiative Properties for ENERGY STAR, Cool Roof Rating Council (CRRC) and LEED. Test Method White Tan , Gray TPO TPO TPOj ENERGY STAR initial solar reflectance Solar Spectrum 0.87 0.68 N/A Reflectometer ENERGY STAR initial solar reflectance after 3 years Solar Spectrum 0.83 0.64 N/A Reflectometer (after cleaning) CRRC initial ASTM C1549 0.79 0.71 0.46 solar reflectance CRRC solar reflectance after 3 years ASTM C1549 0.70 0.64 0.43 (uncleaned) CRRC initial ASTM C1371 0.90 0.86 0.90 thermal emittance CRRC thermal emittance after 3 years ASTM C1371 0.86 0.87 0.88 (uncleaned) LEED thermal emittance ASTM E408 0.95 0.95 0.95 SRI (Solar Reflectance Index) ASTM E1980 110 88. 55 Solar Reflectance Index (SRI) is calculated per ASTM E1980. The SRI is a measure of the roof's ability to reject solar heat, as shown by a small temperature rise. It is defined so that a standard black (reflectance 0.05, emittance 0.90) is 0 and a standard white (reflectance 0.80, emittance 0.90) is 100. Materials with the highest SRI values are the coolest choices for roofing. Due to the way SRI is defined, particularly hot materials can even take slightly negative values and particularly cool materials can even exceed 100. LEED INFO Pre -consumer Recycled Content Post -consumer Recycled Content Manufacturing Location(s) Solar Reflective Index 10% 0% Senatobia, MS Tooele, UT 110 3. VersiWeld TPO membranes conform to requirements of the U,S.E.P.A. Toxic Leachate Test (40 CFR part 136) performed by an independent analytical laboratory. 4. VersiWeld reinforced TPO was tested for dynamic puncture resistance per ASTM D5635-04 using the most recently modified impact head. 45 -mil was watertight after an energy impact of 12.5 J (9.2 ft-Ibf) and 60 -mil was watertight after 22.5 J (16.6 ft-lbf). The 80 -mil product was watertight after an impact energy of 30.0 J (22.1 ft-lbf). WigtegS Praduc Colia2g. gaMosa BEAD e ®011;g020trade arh Mgt bow waon tmatoao 'rebrrfEfi7QUl4b cnaAISCOKMMA 6C0 oMOKKODKVIMUEMOSTRIMMOgl@COMO/i;nt iL@OCA 5C110BANDC0a hA P44 POURS FIELD INSULATION Per phone call on 3/5/13 with Bob Benidicto, Building Official, we have approval to use 2-1/2" Polyiso insultation at an R valve of 15.30 and tapered insulation for 4 feet at the perimeter of the building. Approval was based on Section 101.32, Exception 1, from the 2009 WA State Energy Code. - - .,..,�._,•..°:',+. rte: Overview Thickness (Inches) 1.00" 1.50" 1.60" 1.70" 1.80" 2.00" 2.50" 2.70" 3.00" 3.10" 3.30" 3.50" 3.60" 3.70" 4.00" 646r - E COMPLIANCE APPROVED APR 0 9 2013 (mm) 25 38 41 43 46 51 64 69 76 79 84 89 91 THERMAL VALUES LTTR R -Value* 6.00 9.00 9.60 10.30 10.90 12.10 15.30 16.60 18.50 19.10 20.40 21.70 22.40 94 23.00 102 25.00 Flute Spanabllity 2 5/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" 4 3/8" 43/Er 43/8" 43/8" 43/8" 4u8" 4w8" 43/V City of Tukwila iLong-term Thermal Resistance Foam Core Values are based on STM C1289-06 and CAN/ULC S770 which provides for a 15 -year BUILDING DIVISIONe weighted average. All PIMA members have adopted this advanced standard for R -values measurement as of 01/01/03. MP -H Is a rigid roof insulation panel composed of a closed -cell polyisocyanurate foam core bonded on each side to fiber -reinforced facers. Features and Benefits MP -H polyiso insulation provides the highest R -value per inch of commercially available insulation products Environmentally friendly construction with 0% ozone- depleting components and CFC free Approved for direct application to steel decks Panel Characteristics Available in 4' x 4' (1220 mm x 1220 mm) and 4'x 8' (1220 mm x 2440 mm) panels in thickness of 1" (25 mm) to 4.0" (102 mm) Available in two grades of compressive strengths per ASTM C1289 -05a, Type II, Class 1, Grade 2 (20 psi), Grade 3 (25 psi) vErsOCP ROOFING SYSTEMS Applications pp ae.o, PA Constru tions requiring UL Class A ratings------- Single-Ply Roof Systems (Ballasted, Mechanically Attached, Fully Adhered) Installation RECEIVED CITY OF TUKWILA MAR 2 5 2013 - BALLASTED SINGLE -PLY SYSTEMS Each MP -H panel is loosely laid orREWILGE tTE R edges and stagger joints of adjacent panels. Install the roof membrane according to the manufacturer's specifications. MECHANICALLY ATTACHED SINGLE -PLY SYSTEMS Each MP -H panel must be secured to the roof deck with fasteners and plates (appropriate to the deck type). Butt edges and stagger joints of adjacent panels. Install the roof membrane according to the manufacturer's specifications. k";- 101 A SINGLE SOURCE FOR SINGLE -PLY ROOFING Version, PO Box 1289, Carlisle, PA 17013 Tel: 800.992.7663 Fax: 717.960.4036 Web: www.versico.eom FULLY ADHERED SINGLE -PLY SYSTEMS Each 4' x 4' MP -H panel may be secured to an approved substrate with fasteners and plates (appropriate to deck type) or adhered with Versico's DASHim Adhesive. Butt edges and stagger joints of adjacent panels. Install the roof membrane according to manufacturer's specifications. MP -H 4' x 8' panels must be secured to an approved substrate using Versico fasteners and plates.(appropriate to deck type). MP -H Codes and Compliances ASTM C1289-06, Type II, Class 1, Grade 2 (20 psi), Grade 3 (25 psi) International Building Code (IBC) Section 2603 NOTE: Please be aware the Federal Specification HH-I-1972/GEN has been replaced. FLORIDA BUILDING CODE APPROVAL FL#1296 MIAMI-DADE COUNTY, FLORIDA NOA NO: 04-10118,01 Underwriters Laboratories, Inc. Component of Class A Roof Systems (UL 790) Hourly Rated P series roof assemblies (UL 263) P 225, 230, 259, 302, 303, 508, 510, 514, 519, 701, 710, 713, 717, 718, 719, 720, 722, 723, 727, 728, 729, 730, 732. 734, 735, 739, 741, 742, 743, 818, 819, 824, 827, 828 Insulated metal deck assemblies - (UL 1256) ( nos. 120, 123, 292) H -Shield classified by ULC 818846 TYPICAL PROPERTIES AND CHARACTERISTICS'" Property Compressive Strength Dimensional Stability Moisture Vapor Transmission Water Absorption Service Temperature Test Method ASTM D1621 ASTM 1289-06 ASTM D2126 ASTM E96 12.10 ASTM C209 *Also available in 25 psi minimum, Grade 3 Value 20 psi* minimum (138 kPa, Grade 2) 2% linear change (7 days) < 1 perm (57.5 ng/(Pa•s•m')) < 1% volume -100°F to 250°F -73°C to 122°C ** Typical properties and characteristics are based on samples tested and are not guaranteed for all samples of this product. This data and information is intended as a guide and does not reflect the specification range for any particular property of this product. Warnings and Limitations Insulation must be protected from open flame and kept dry at all times. Install only as much insulation as can be covered the same day by completed roof -covering material. Versico will not be responsible for specific building and roof design by others, for deficiencies in construction or workmanship, for dangerous conditions on the jobsite or for improper storage and handling. Technical specifications shown in this literature are intended to be used as general guidelines only and are subject to change without notice. Call Versico for more specific details, or refer to PIMA Technical Bulletin No. 109: Storage & Handling Recommendations for Polyiso Roof insulation. Other Polyiso Products by Versico • SECURSHIELD POLYISO BONDED TO COATED GLASS FACER MP -HCG POLYISO BONDED TO COATED GLASS FACER MP -HF POLYISO BONDED TO FOIL MP-HWF POLYISO BONDED TO WOOD FIBERBOARD MP-HNB POLYISO BONDED TO ORIENTED STRAND BOARD TAPERED MP -HCG POLYISO BONDED TO COATED GLASS FACER G TAPERED MP -H TAPERED POLYISO TAPERED MP-HWF TAPERED POLYISO BONDED TO WOOD FIBERBOARD `:0 Foamed plastic as roof deck construction material with resistance to an internal tire exposure only for use in construction no.(s) 120 and 123. See UL Directory of Products Certified for Canada and UL Rooting Materials and Systems Directory. 9901. SDS ityMail( o Candied LITa.roluo MYR. !MEalliVirefe rC? U tOgE104 WM33 0cgrgili3aVitiologocregatvfl COtia mora ofit¢tmota OW79 M,t,@ CIMEt 1b etir tODi>)6 VERSICO'S TAPERED MP -H POLYISO REVIEWED FOR IANCE PPROVED APR 0 9 2013 City of Tukwila Product Description, BUILDING DIVISION Tapered MP -H is a sloped rigid roof insulation panel composed of a closed -cell polyisocyanurate foam core bonded during the manufacturing process to fiber - reinforced facers. Tapered MP -H is designed to promote positive drainage and prevent ponding water. For best results, use Versico's Tapered Shop Drawings. Features and Benefits Tapered MP -H polyiso insulation provides the highest R -value per inch of commercially available insulation products Environmentally friendly construction with 0% ozone- depleting components and CFC free Approved for direct application to steel decks RECEIVED CITY OF TUKWILA MAR 2 5 2093 PERMIT CENTER VERSICO 3N, Panel Characteristics Available in 4' x 4' (1220 mm x 1220 mm) in thickness of V/2' (12 mm) minimum to 4.0" (102 mm) maximum in a single layer Available slopes are 1/16" (2 mm), 1/8" (3mm), 3/16" (5mm), 1/4" (6 mm), 3/8" (10 mm) and 1/2' (l2mm) per foot Available in two grades of compressive strengths per ASTM C1289 -06a, Type II, Class 1, Grade 2 (20 psi), Grade 3 (25 psi) Applications Constructions requiring Class A ratings Single -Ply Roof Systems (Ballasted, Mechanically Attached, Fully Adhered) I o- ' a REFERENCE fIL1. GELW/ _1/ E.. 9.1 -CP„- mon i1111.0111 . )&11.odlllsl©.5" 5C 5 5$1 552 FILL ©ELO+' f.25" JJ XX JJI KKI FILL ©CLOW e -•K 5L�£� 5•• i 50 X XI I Y1 FILL EIELO." pv6��/... sI• x 2.0- 150 0 A SINGLE SOURCE FOR SINGLE -PLY ROOFING Versico, PO Box 1289. Carlisle, PA 17013 Tel: 800.992.7663 Fax: 717.960.4036 Web: www.versico.com Installation BALLASTED SINGLE -PLY SYSTEMS Each Tapered MP -H panel is loosely laid on the roof deck, Butt edges and stagger joints of adjacent panels. Install the roof membrane according to the manufacturer's specifications. MECHANICALLY ATTACHED SINGLE -PLY SYSTEMS Each Tapered MP -H panel must be secured to the roof deck with fasteners and plates (appropriate to the deck type). Butt edges and stagger joints of adjacent panels. Install the roof membrane according to the manufacturer's specifications. FULLY ADHERED SINGLE -PLY SYSTEMS Each Tapered MP -H panel must be secured to an approved roof deck with fasteners and plates (appropriate to deck type) or can be adhered using Versico's DASH`' adhesive. Butt edges and stagger joints of adjacent panels. Install the roof membrane according to manufacturer's specifications. Tapered MP -H Codes and Compliances ASTM C1289-06, Type 11, Class 1, Grade 2 (20 psi), Grade 3 (25 psi) International Building Code (IBC) Section 2603 NOTE: Please be aware the Federal Specification HH-1-1972/GEN has been replaced. FLORIDA BUILDING CODE APPROVAL FL#1296 MIAMI-DADE COUNTY, FLORIDA NOA NO: 04-1018,01 Underwriters Laboratories, Inc. Component of Class A Roof Systems (UL 790) Hourly Rated P series roof assemblies (UL 263) P 225, 230, 59, 302, 303, 508, 510, 514, 519, 701, 710, 713, 717, 718, 719, 720, 722, 723, 727, 728, 729, 730, 732, 734, 735, 739, 741, 742, 743, 819, 824, 827, 828 Insulated metal deck assemblies - (UL 1256) nos. 120, 123, 292 Tapered MP -H classified by ULC TYPICAL PROPERTIES AND CHARACTERISTICS°" POLYISO FOAM CORE ONLY Property Test Method Value Compressive Strength Dimensional Stability Moisture Vapor Transmission Water Absorption Service Temperature ASTM D1621 ASTM 1289-06 ASTM 02126 ASTM E96 12.10 ASTM C209 'Also available in 25 psi minimum, Grade 3 20 psi' minimum (138 kPa, Grade 2) 2% linear change (7 days) < 1 perm (57.5 ng/(Pa.som2)) < 1% volume -100°F to 250°F -73°C to 122°C •' Typical properties and characteristics are based on samples tested and are not guaranteed for all samples of this product. This data and information is intended as a guide and does not reflect the specification range for any particular property of this product. Warnings and Limitations Insulation must be protected from open flame and kept dry at all times. Install only as much insulation as can be covered the same day by completed roof -covering material. Versico will not be responsible for specific building and roof design by others, for deficiencies in construction or workmanship, for dangerous conditions on the jobsite or for improper storage and handling. Technical specifications shown in this literature are intended to be used as general guidelines only and are subject to change without notice. Call Versico for more specific details, or refer to PIMA Technical Bulletin No. 109: Storage & Handling Recommendations for Polyiso Roof Insulation. Other Polyiso Products by Versico SECURSHIELD POLYISO BONDED TO COATED GLASS FACER MP -HCG POLYISO BONDED TO COATED GLASS FACER MP -HF POLYISO BONDED TO FOIL MP-HNB POLYISO BONDED TO ORIENTED STRAND BOARD MP-HWF POLYISO BONDED TO WOOD FIBERBOARD TAPERED MP -HCG POLYISO BONDED TO COATED GLASS FACER TAPERED MP-HWF TAPERED POLYISO BONDED TO WOOD FIBERBOARD MP -H PotYiso Foamed plastic as roof deck construction material with resistance to an intemal fire exposure only for use In construction no.(s) 120 and 123. See UL Directory of Products Certified for Canada and UL Roofing Materials and Systems Directory. 99DL Thr Certified LTTR-voluo Etle"E ?(ISA0 G'a, tB tia b -Update • � Cl/Ma 41 ' 7;J Adhes ad q all Ghon • PLAN REVIEW CHECKLIST - (Nonstructural) Permit App. By: IBC Edition Date: 4/7 & State Amend. Project title: — ' 'ah I +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Classify the building or portion thereof in accordance with Chapter 3 Determine the type of construction of the building in accordance with Chapter 6. Determine if the location of building on the site and clearances to property lines and other buildings on the site plan are in accordance with code provisions. Review for conformity with General building height and area limitations in accordance with Chapter 5. Review for conformity with special detailed requirements based on use and Occupancy. Review for conformity with Type of Construction requirements of Chapter 6. Review for conformity with Fire and Smoke protection features of Chapter 7. Review for conformity with requirements of interior finishes of Chapter 8. Review for conformity with requirements for fire protection systems of Chapter 9. Review for conformity with requirements for means of egress requirements of Chapter 10 Review for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 Review for conformity with Washington State Energy Code. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ V In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. 5ERMI CO D COP? PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-101 DATE: 03-25-13 PROJECT NAME: SEGALE BUILDING SITE ADDRESS: 18200 SEGALE PARK DR B X Original Plan Submittal Response to Incomplete Letter # _ Response to Correction Letter # Revision # After Permit Issued DEPARTME TS: f{ 3 tA4 N9-- 6tili din Ivlslon Fire Prevention 3a13 Public Works Planning Division n Structural n Permit Coordinator 111 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03-26-13 Complete Incomplete ❑ Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 04-23-13 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 Contractors or Tradespeople P ter Friendly Page • General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name SEGALE PROPERITIES LLC UBI No. 602023533 Phone 2065752000 Status Active Address Po Box 88028 License No. SEGALPL902CQ Suite/Apt. License Type Construction Contractor City Tukwila Effective Date 2/18/2010 State WA Expiration Date 4/1/2014 Zip 981382028 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LAPIALP055MZ LA PIANTA LIMITED PARTNERSHIP Construction Contractor General Unused 7/9/1995 4/1/2001 Archived SEGALBP151M5 SEGALE BUSINESS PARK Construction Contractor General Unused 7/25/1985 7/9/1995 Archived LAPIAL'008J8 LA PIANTA LLC Construction Contractor General Unused 4/28/2000 4/1/2010 Inactive Business Owner Information Name Role Effective Date Expiration Date SEGALE, MARIO A Agent 02/18/2010 Amount SEGALE, MARIO A Partner/Member 02/18/2010 13DLS31006 Bond Information Bond Company Name SAFECO INS CO OF AM Bond 1 Page 1 of 2 Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 6115146 02/18/2010 Until Cancelled $12,000.00 03/28/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 5 Alaska National Insurance Co 13DLS31006 04/01/2013 04/01/2014 $1,000,000.00 03/28/2013 4 Alaska National Insurance Co 12DLS31006 04/01/2012 04/01/2013 $1,000,000.00 03/30/2012 3 Alaska National Ins Co 11DLS31006 04/01/2011 04/01/2012 $1,000,000.00 03/29/2011 2 ALASKA NATIONAL INSURANCE COMP 10DLS31006 04/01/2010 04/01/2011 $1,000,000.00 03/31/2010 1 ALASKA NATIONAL INSURANCE COMP 09DLS31006 02/18/2010 04/01/2010 $1,000,000.0003/31/2009 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period httns //fortress_wa.onv/lni/hhin/Print.asnx 04/11/2013 r' .�. wfL i1e..:, «...v .. - 1• A=13° 0 6' 17" R'=1134.55 L=259.50 SEGALE PA).RK D ,(E--_N'o7* 41' os« 206.95 P.S.P. &L VAULT PRINKLER VALVES ,RAM SET. NAIL • IRR. CONTROL. VALVE WATER METER a u4LVE _o a=06°47'39i �- 4-`8 47 R =1099.89 I L= 130.43.; SURVEYORS CERTIFICATE 1 hereby certify that this map correctly. represents a survey made by me or under my direction this 21st day of /4346 Registered; Land Surveyor L.S.: No. \ GASVE..�._." .. . f 1 � %•••'' WATER 'LINE ESMT.. 1 i•: Jar RAIZ SET NAIL IN: SIDEWALK FAVOR OF KING CO. W.D. : 11/2„ PVC TYPICAL . WATER SERVICE'., I WATER' VALVES • . = 77'41'04' R=40.0 .L = 54.23 IRE ONTROL /S820i36"E 10.77 SEPARATED FOR PERMIT REQUIRED Mechantc1 Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION LEGAL DESCRIPTION:. PARCEL NO.: 1. I col /t7I `\ " 0 24°4624 ��\ -S132°1336 S°\°\\\\ E %\\�` 20.00 ES& \\\\\\\\\�\\ BLDG: • LINE :. .CATCH BASIN DOWN SPOUT; .. STORM SEWER: NATURAL GAS WATER FIRE'; HYDRANT -- SANITARY :SEWER. ELECTRICAL OUTSIDE' • LIGHTING PROPERTY: CORNER' CASED. MONUMENT RAMSET NAIL REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2013 ASPHALT OS I Flan review app �'' Iia T> approval of constmcdon dccui c violation of any a of approved Field, ant ,1 t` t 537. 9 \ D DS WATER ESMT. FIRE HYD a VALVE II2 IRON PIPE PLASTIC CAP WITH TACK ;..i'6, 13°'d'0 0 R = 47 7.47 L = !08.33:.\�\ 0 1, 20' ESMT. IN FAVOR OF CHICAGO MILWAUKEE...: ST. PAUL AND PACIFIC RR., UNION PACIFIC R.R., AND OREGON AND WASHINGTON R.R. AND NAVIGATION CO. AUD. FILE NO. 7707080078 NAIL WITH • TAG 114 RR;TIE V1G4TER VALVE WATER :LINE ESMT. FaVGR�`OFINGC W.U. $ 75.E V2" IRON. PIF PLASTIC G WITH TACK That portion.of the Southwest Quarter of the -Northeast Quarter and Government Lot 5 ALL in Section 35, Township 23 North!, Range 4 East, WM.', in King County, Washington, described as•follows: BEGINNING at a monument at the Northeast corner of the said Southwest,Quarter of the Northeast Quarter; thence South 07°44'56" West, 500.14 feet; 'thence North. 87°50'09." West, 212.77 feet to the TRUE POINT OF. BEGINNING; thence along ad a 14s curve to the left whose center bears South 48°22'43" East,; having a radius of 409.256 feet, through • a central angle• of22°12'21" an arc distance•of 158.61 feet; thence South 19°24'56" West, '101.32 feet to the Northwest corner.of Parcel.: 731. as recorded under KingCountyAuditor's File No. 75I204018$,,tience , con- tinuingSouth 19°24'56" West,59.97 feet to a point of curve; thence'along a P a ' 12 curve to the•1having eft a radius of 477.47 feet through a central angle of 72 40.00 an arc distance of 97.22 feet; thence South 07°44'56"_West,213. 111 said Parcel 731 ; thence continuin South. 07°44'56" feet to the Southwest corner of g West,48.23 feet to a point of curve; thence along a 12° curve to th el rig ht °00'00" an arc dis-• 4. feet through a central angle of 13 having g a radius of 477. 7 g g tance of 108.33 feet; thence South 20°44'56" West, 399.00 feet to the;5outhwest : corner of Parcel 733 as recorded under King County Auditor's File No. 17507030075; thence continuing SSouth20°44'56" Southwest corner of. West, 511.97 feet to the Parcel 752 as recorded under King County Auditor's File No. 7608160055; thence along,curve to North 66°31'27"West,..270.97 feet. to appoint o£ curve, thence, a. the right having a radius of 50.00 feet through a central angle of 87118'52" an arc distance of 76.20feet; thence North 20°47'25" East, 791.84feet to a point of curve; thence along a curve to the left having a radius of 1,164.55 feet through a central angle of 13°06'17" an arc distance of 266.36 feet; thence North 07°41'08" East, 206.95 feet to a point of curve; thence along.a curve.to the right having a radius of,1,099.89 feet through a central angle of'06°47'39" an.arc distance of 130.43 feet;.thence North.14°28'47" East, 82.13 feet to a point of curve; thencealong, a. curve to theright having a radius of 40:00 feet. through: a' central angle .of, 77°41'04A an arc distance of 54.23' feet thence South. 87°50'09'.Eastv; 35'6.79' feet to; the. TRU -POINT OF BEGINNING. RESERVING an easement- for side walk and utility purposes over. the Northerly 15.00 fest, over the Westerly. 15.00 feet and over the Southwe terly 15.00 feet thereof. ss to maintain i of ingress and. a re notal improve and RESERVING the right g , p extend utilities. "'PUNCH _YAR CROSS' ARM SWITCH :. purposes,including but limited to easement for railroadb t an RESERVING9 � . maintrack, leadtrack and spur tracks,as wellas for access storage,e, over ven thatportion- thereof lying Southeasterlyofthe Southeasterlybuilding line , .. Produced. ' for water- line purposes ' 15 feet' wide ; having an easementp Po� 7.5 feet on each side of the following described centerline: BEGINNING at a monumentthe ;at'the Northeastcorner of. _S outhwest,Quarter of o / thence So Wes 35;u 7 44.5 West', .the said Section.th 0 6 f No rthe Northeast, Quarter. o, the . _._.87°50'09"W 2 .73 feet; thence.South �- • - 4•••• feet= thence. North est, 3 9 50E}.l ,. BEGINNING;' thence continuing South 's TRUE POINT OFcont l 6 '.:feet to the , West, 15.0g o t 07 13 41 West, 246.77.feet to.the terminus. 'RESERVING an easement 'f r comma n�acc ss purposes, including nq ingress and, . •; egress over; the following'described portion thereof: • BEGINNING' at a.monument at. the Northeast_ dorner of the' Southwest Quarter of the Northeast Quarter of the'.said Section 35; thence South 07°44'56" West, 500.14 feet; thence North- 87°50'09" West, 212.77 feet: to the TRUE POINT' OF BEGINNING; thence along a 14° curve-tin:the leftwhose center bears South 48°22'43"- East, ;having a. radius of 409.256: feet. through a central angle of:`. 19°54 ' 41" • an: arc: distance of 142.22 .feet;. -thence North .82°30'02". West', 66..82 ' .. " :.Ean` 117.751 . feet;' thence South 87°50' 09." Eas feet:: thence North. 07'46'15 t,,. t. . th ."-TRUE: POINT: OF BEGINNING: I24`:74:.:feet:. to•� e , TOGETHER WITH AND. SUBJECT TO an easement' for building 'setback 'Purposes over • a to thebuildingline and adjacent main '. 60- feet. wide strip. of •land 'surrounding .:. P• d scibed as follows:,• which•: is e r ... .: .. , • , :we BEGINNING at:a' monument at the' Northeast corner of' the Southwest st Q uarter.of • the. Northeast Quarter of the said Section 35; thence' South 07°44'56" West, feet; ,_t encs North 87°50'09'1337.51 feet; thence South -07°46'15 500..14hWest, West 117.51 :feet- to the ' TRUE POINT. • OF BEGINNING; thence continuing South `e. South 20°45' 48" West ' 949.89 feet;thence:.. • '07.°46'15";.West,• 537.39 feet; thenc . feet;; thence North 20°.46'05".East .116.00 feet;. • North: 69°16'09**.West, 209.96° t _..... ° " feet; thence North 2046.05 East,637.87.: thence-• South 69 13 56 ;East, 20.Ot� . , .. ° '. thence 2 . 20.-00 feet .North. 0 4,6 05 r 69°13'55"West . feet; thence North, . East, . 123.69 feet;.- •thence South�82°13' 36 f et, thence North 7°46'24" East;24.00 feet; thence South 8Ze 13 '36" East,20.00 feet; thence' 07"46'24'" East,;.:.' 4 4 74feetP thenceNorth8 2o13'36 West,20.00 fee • thence North - 07°46'24"East,. 101.05 feet ..thence South 82° 30.0Z East, 210.01 feet to .the TRUE POINT OF BEGINNING. 22°12`211.1 " R 409.26: "" L 158:6 i 1 R VALVE •` 1 /Id IRON PIPE PLASTIC CAP ' WITH TACK T.R04.1.; RECEIVED' 1CITY OFT.UKWILA' 6k1AIR: 2 5 2013 PERMIT CENTER REVISIONS: No changes shah be made to the': of work without prior approval of Tu'cwiiaBuilding Division. NOTE: Revi ;ons will require a new plan submittal and may include additional plan review fees. NE • I COR NER• -S, N I 1- • 4• E 4 S,ECTiON' 35 T2 3N R4 E'• ,W.M SAID M ONUMENT *AT • j THE; E CENTERLINE E LINE S.- 180TH 0 H :ST:.'A PUBt.SC; �.1. i. •E'ETSTR .• 1 l 0 6:. 7 0; 0 20 JUL - 1990 - Y' UF•• .. �.. CIT � 04'_ 4; 50 .i G DE�'i. AN JI P L. -ANDOVER V ER '. PARKWEST �.. . ,4Al?ic7 VG 320 S%d l.CS`. _y...r...., • ATTACHMENT #1 SBP/MAS BUILDING 763 = SAN. SEW. M.H. RAN SET NAIL = 87°18' 52" R = 50.00 L = 76.20 WATER VALVES ATER METERS 11AIiSET NAIL IN SIDEWALK 0 M - WATER VALVES P.S.P. B L VAULT•. \INAISSA 1+11.121 41) .Water -:-line' ea' trent , n favor -.of' King Couny' as recorded. under Auditor's File .No.. 780302 WATER VALVE• - WATER 'METER. IJNk7ERGROUND : Pa1NER • WATER VALVE WATER METER • '` `UNDERGRCU D -••ER WATE R ESMT: 111431. AIL RAM$ET NAIL 2" STEEL gmbr...egm. mem Imp amp • N- CV M 0 �— • BLDG. OVERHANG ••••17.1. -..- 10" .C.1. WATER ut " CB. SPRINKLER VALVES Ir v 30' PROPANE TANK 58'.70 • I/2" IRON PIPE PLASTIC CAP WITH TACK R.R. SPIKE PUNCHED END PAVEMENT R.R. SPUR TRACK • N -ENO R.R.WEADTRACK EASEMENT • (LEGAL DESCRIPTION CONTINUED) \\\\\\ \\\\\\\\\0\\\00\\\\\\\\\O\O\00\O\\�\\Q\\OOO\\0� EXISTING WAREHOUSE BLDG.. NO. 752 TOGETHER WITH a non exclusive easement for ingress, egress, and utilities •purposes, 60 feet in width, having 30 feet on each side of the following • described centerline: BEGINNING at a monument at the Notheast corner of..the Southwest'Quarter of • the Northeast Quarter of Section 5, Township 23 North, Range 4 East,: W.M. . . '. ' n KingWashington;0 00 feet; thence i then e South 07:44 56. West,47 , g County, ;North 87°50'09 West, 628.86 feet; 'thence South 14.28'47" West, 138.49 feet to a point of curve; thence along a curve to the left having a'radius.of ;1,129.89 feet, through a centra angle of 6.47'39", an arc distance of 133.98 'feet; thence South 07.41'08 We ti 206.95 feet to a point of curve; thence. along a curve to the right hav g a radius of 1,134.55 feet•through a central • angle of 13°06'17", -an arc distInce of 259.50 feet; thence South 20.47'25" .West, 868.17 feet; thence Sout 66.31'27" East, 347.30 feet'to.the.terminus .of this easement centerline. XCEPT.that portion thereof lying:within South :180th Street. ' • SUBJECT, HOWEVER, to the righ,f,, of Owner and Owner's successors in title, to !relocate said easement within! Segale.Business Park on the following- terms• and conditions: '(1) Any such relocation shat1 perpetuate similar rights of ingress, egress-. and utilities. to 'a public road; • • 1(2) The width of said relocated easement' and the- physical,surfacing thereof shall be similar to that of.: 'the initial easement; Fi:2\E HYDRANT AND VALVE 20' ESMT• IN FAVOR OF CHICAGO MILWAUKEE ST: PAUL. AND PACIFIC R.Ft. 1• PA IFIC R AN OR •., A • WASHIN T• - A • A 4..:,TI• AUO FILE NO. 7707080078 • (3) The 'route of said relocated. easement accessto a.public road;' shall' afford reasonably direct (4) : The legal rights. of Mortgagee' and Mortgagee'ssuccessors .hereunder;' 1 and to route : ofsaid relocated easement shall -be substantially;- the same as. :•With respect- to .the route• of the initial:. easement; • (5) Said * relocated:.easement • shall'. be appropriately. documented b a 'su supple- ment Y PP ment to. this . Assignment : containing a revised legal. description ,and shall. be insured at the expense of Owner by a .title. insurance'; company on the same. basis as the original relocatable easement • ... LEGEND BLDG. N0� 733 : (6) • The expenses, of such: relocation,. including. the construction and sur-, facing. thereof, shall•' be the sole responsibility of Owner or' Owner's ' successors.:in title;. { PROVIDED, HOWEVER, that no such relocation 'shall be permitted- i:f, in the, . opinion of independents real estate appraiser (K.A.I ),'as.selected'by the 1 Mortgagee, the; _fair` market value• of the:' secured` property.as of• the date.. of • relocat,ion. of. • said': -easement .would be -reduced-by 'reason • of such reloca- tion` below; the fair --market value .of the -secured' property as -of the date' of 1 execution.of this Assignment, as determined by. the Mortgagee prior., to the' • ____.__Li date hereof.... , __... y.�." The e.....—e.._.d._._. _'L.. _ _: •. •... shall • • w CATCH BASIN! DOWN SPOUT STORM SEWER: NATURAL': • GAS:' WATER; FIRE HYDRANT SANITARY SEWER,. ELECTRICAL: • OUTSIDE.' L,IGHTtNG- CASED MONUMENT PROPERTY 'CORNER,• \ A RECEIVED CITY OF TUKWILA MAR 252013 PERMIT CENTER SURVEYORS':; CERTtFICATE 1 hereby certify' that this map correctly represents, a survey made by me or under. my di ecjton•...this 21st day..of• ,•.. PARKING COMPACT CAM' /0396 Registered Land Surveyor L.S. No. 8200-18340 SEGALE .PARK bR1VE 13 (Abiler Lint. krtiording- 46.) EET •