Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit MI99-0087 - BON MARCHE - REROOF
mils; RtY y l f : n =r'�it,[ l 1!inS MI99 -0087 17740 Southcenter Pkwy. City of Tukwila (. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MISCELLANEOUS PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 352304 -9005 Address: 17740 SOUTHCENTER PY Suite No: Location: Category: NSFR Type: MISCPERM Zoning: TUC Permit No: MI99 -0087 Status: ISSUED Issued: 08/02/1999 Expires: 01/29/2000 Const Type: RE -ROOF Occupancy: STORE Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: SPRINKLERED Setbacks: North: .0 South: .0 East: .0 West: .0 Water: TUKWILA Sewer: TUKWILA Wetlands: Slopes: N Streams: Contractor License No: CLEOSR*110BP OCCUPANT BON MARCHE Phone: 17750 SOUTHCENTER PARKWAY, TUKWILA, WA 98168 OWNER MBK NORTHWEST Phone: 206 575 -8090 C/O TRAMMEL CROW COMPANY, 17560 SOUTHCENTER PY, TUKWILA WA 98188 CONTACT ROB KING Phone: 425 - 778 -1921 20503 88 AV WEST, EDMONDS, WA 98026 CONTRACTOR CLEO'S ROOFING Phone: 253 -581 -1055 12218 VERNON AVENUE SW, TACOMA, WA 98498 **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: COMMERCIAL REROOF. REMOVE AND DISPOSE OF EXISTING ROOFING. SUPPLY AND INSTALL A FIELDS BUR SYSTEM. ******************* Ac****** 1t***************** * * ** * * * ** * * * ** * * * * * * * * * * * * * * * ** *fir * * * * ** Construction Valuation: $ 213,183.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Water Main Extension: N Private: Public: **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,408.96 *************************************************,** * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision o any other state or local laws regulating construction or the performabce ofrorJk. I am authorized to sign for and obtain this development permi Signature __ .jti ... ( - C . - C -_ Date: L: LL_4 Print Name: 9f) (<( W1.. 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. 4 CI P.' OF TUKWILA pEROOF CONDITIONS Perm'it N(.1: MI99-00? Prect.Name: eom MARC-1.E: Address: 17740 SOUTHCENTER PY Suite: *N-41,*-0,***********444441.44*40.****'w*******q..4,****.4*4.44*4444-4144k4.414 FHE FOLLOWING CONDITIONS WILL APPLY TO.PE-POOF2PEP,Mit$:, ; . *J. All re-roofing..plects,will -be accompliShed in compliance with Appendix Chatter 15 of the Uniform BO./ding:Code tUBC). Inspections':, A..'New.roof coveringS shall not be app/ied without firstH obtaining a pre-roofing.inspection from theBuildingH' Division and written aPproval from the Building Inspeopr. ihepre-roofing inspection shall pay particular. attention to evidence of accumulatIon of Water,: Where extensiVe,ponding of wateri2s apporent,,an-en41,isis of the roof structurefor compliance With Section 1506.. Opc, shall be madeand corrective Measures.- such as relocatlon of roof drains-Or scuppers, loping of...the',rbof or structural changes,.Shall be aCcOmpliShed., . An insPection,c6veying theaboVeHisted tOp..iCs prepared by a qualified'SpciainspeOtor, .as determined by the Building Offidial, may be acceptecOn: lieu of the pre-inspection by thes:l36.114ing,,Inspectoir:..".: inSpection and aObroval,Shalle:Obtained froM the Ditiision when the re-roo'fingis complete„,s, a ConditiOn.of the final fil:,pact-lon icarHroof.,hat;re.duire fij...e retardant roof, covering under:the or6"iii$ioni.-.0f Table 15-A.,' .1994 UBC, the 'out 41isla11 er inspector with a written„statement 1 nd i ca 1 nq the to (or ,somethind I HAVE INSTALLED A ROOF,MEMBPANCASSEMBLY, INCLUDING 1NSULA1 IOWIF APPLICABLE. CONSISTING OF:JHANUfAcTV.RERSPECIFICAlION 4 DATA SHEET ENCLOSED. WHICH MEETS OP EXCEEPSTHEREOUIREMEN1S FOTi ZLASS:.A OP CLASS B ROOFS. THIS ROOF WAS INSTALLED AT (OppEss), UNDER CITY OF TUKWILA PERMIT NO. trhe statement shall include the name of .the rot fn' cOMpany.:that., installed the r001 , signature of installer..and.date.,) • +:!F. Y1KrW4A .ddt" _ 17740 ",',o1,11HC;ENTEP PY Permit. Mtcr. M199,-0007i, $bite. • ienantz Status: 1 S [. 1 "!;city M.iSCPEl- ?M i?PE..i itd: OS/25/1999 3' ;llti - -90Or 'Issued: lfSa`l)_ / tr'99 1 .k..M.y. +k'* 4•k **h• k•:r•v•k:i•0•w •rrh•wwk•*•k* 1,k* A• h•w•. w4.*• k• k•: r•*• i• Hk*• k4 k•bk *•k**-k•�•k* ***:**.oik*•k** r Perm i.t Ct7rld i t i ons 1 Nc oil:anr a wri {1 k� made to •t'i'le elan; unless auPr" +: +'>ed .htr the. LY'^Oinee and: the. 1 uk;wi 1tt E.u.a i.,d:i. i9 E1 'tision,. P J 1 • ttln:?.tv'uctiur iti sari: to t ': -d:i e i n' c ontti rar ce wi �t�•:h . t.9Li:a3 i ed and Tea1i •erneitStt'the Ln if6rM 6 1iYude •f 1 9. ' Edit ion) aS. .amentl.'s1', Linn+ Y "ill iWt?t:ll8.iica i r.�:st�.t i.14� ►; E:i'!t l4Ti? , #1 Wail in+it.on � ate;• Enerq�, Cade :t 141:?•. a Validity of ,Pcr.i11i t; The, i•r tsar +ce t ?t pehiii,t O ,. %L?.?i^ .y',t3 1 elan. ,;.c'!~C,i.t'1* %tt.ltSrf':' and 4•t?ilil ?4ltt �x!}n hafl t'dt: to con- . ._trued t.'.) be for'; 'or an aacrO:fa1 of anNH. ..lc+lat.:ion, of any• . O1, tt)e RiY'ov i i onw of t h1'! .': bu i i d i nty• co0e o o ther" .;uT-diYlancto a1' the 1u1 i .diction. .No )e r "mi t. L'iite::.trminq to qive.'authdrit?i to `4/11 ?late 'or cancel.• tht". iode.i.. ha1.1. •be .: J ic1. • il. P1 1 ,p,e'Y'ill•i t. irlSpet::tion r "et'VY'(1s and apprp'i'ed plans 's1•t;t1:1 he,` ava`i'1i ab to at the sub .i to 17S`i:lt'' to the : tar't of any tktucbtiOh. These i1ty:1 unc i 1 xdo tumeht'. it e tt: .he.rna )ttiie1 ait ewe' 1 1 i's 1 ii: it titn 3O1)r "6V it is . +J7''anted. • CITY OF 11KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 STAFF USE ONLY Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project Name/Tenant: ,/�� Sovtc.: c A -,iir ,�' ✓r�,� // � / / e - gig/ e e Value Value of Constructlo$ .1' �/ Y 84 ,3.. On Site Address: ( / City State /Zip: /77s"o Jnc,. (c?,r/ /ceA ,�/ewN 77.+//6,1)/r1 _ Tax Parcel Number: _ �, 519 0 y - �QC�D 5' D y Property Owner: //1 /'' /V 4/ve s / (9, V 7P 5" Phone: Phone: Street Address: 99 Y P S 14/ /27 /p nj/'.cz/ S f City State /Zip: /r�v' 1 /1, lis X1,9 n, Fax #: Contact Person: /0 / i i Phone: 0 Sewer Street Address: / /� J" �OS kph /% i/P. �'!/p,��r �� City State /Zip: �/ enVia,1'/1i /5 /4"/- Fax #: Contractor: ( :/e7 n S A/7 `'y s 9,6F9S- Phone: G.2...5 —3 sr�/ /05:5 Street Address: ' /aa. S' ii R rvo� 36ve -5 m/ City State /Zip: .2 /9, fe /t /7/ Wz1 Fax #: Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: ,� /t/ / Phone: Street Address: City State /Zip: Fax #: MISCELt ANEOUSPERO .REVIEW AND.' APPROVALREQUESTED ::(TO QE FILLED OUT BirAPPI:ICANT) ,. Description of work to be done: .h'e.» we i?A,/ / ex.;9/s ,9,1 e e C�u /'- (,`1' -c-, „fit t C ti• f �G�'ll✓� 7i a 1 AL'S /g // /9 ✓ �'P__��S //� .SAS 1f'/%7 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ® no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets ❑ Above Ground Tanks ❑ Antennas /Satellite Dishes ❑ Bulkhead /Docks M Commercial Reroof ❑ Demolition ❑ Fence ❑ Mechanical ❑ Manufactured Housing - Replacement only ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting APPLIC'ANT`REDUEST FOR MISCELLANEOUS .PUBLIC.WORKS:PERMITS'. - ❑ Channelization /Striping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Meter /Exempt # Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s : Est. quantity: gal Schedule: ❑ Miscellaneous DU Moving Oversized Load/Hauling ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault)Th Size(s): ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only MONTHLY SERVICE BILLINGS TO: Name: Phone: Address: City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER METER "DEPOSIT /REFUND BILLING: Name: Phone: Address: City /State /Zip: 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 extend the time for action by the applicant fora period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: p� -9 / Date application expire__ s; �9 I Appllc n taken by: (initials) ALL MISCELLANEOUS PEfi r IT APPLICATIONS MUST BE SUBM ED WITH THE FOLLOWING: ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED ➢ ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT ➢ STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER ➢ CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR PERMIT REVIEW ❑ Above Ground Tanks/Wiiter Tanka • = Suppoited tlirec ly updfi grade exceeding 5,000 gallohs and'a ratio. •of height to,diMrnetet.or•width which exceeds.2:1 • Antennas /Satellite Olshes °: �Sttbit1it cheCkliel ;�No ;,�., Submit checklist No: Awnings /Canopies - No signage Commercial:Tenatit Improvement Permit Bulkhead /Dock Submit checklist: No: M =1o. ; Comhiercial. Reroof •: Submit checklist Demolition. Subi'nit ciecitiist'��;:No :- 'M =3 >M =3f3 >: Fences: Over 6 feet in Height Submit checklist No: M -9 "° !and Altering/Grading/Preloads• Submit checklist No: M -2 Co'mmercial.Tenant I nprovement Permit:.; Subtiiif checkiist:Not Mechariicai, (Residential; &Commercial) Subtnit checklist No' : M 8,. Reski htiai.oniy, . H- , H i6.' MiscallaaneditS,Public Works Perfnits Subinitchecklist'•:,' d: E .MatitifActiired HousingIRED INSIGNIA''ONLY ' :Subfnit checklist Nioviiig :OVersized: Load /Reining; Submit checklist < No: M =5 Parkifig• Lots . ISubmit.checklist No M -4 Residential Reroof -• Exempt with following exception :`If roof structure to;be;.repairedior replaced Residential; Building Permit Subriiit checkiist..:..No :. M-6.: Walls- :QVer::4,feef In height Subhiit checklist No; Temporary. Facilities :Subtniit.checklist :' NO :. M -7 :.Teiiiporary: Pedestrian Protectfon/Ezit'Systems Subrnit checklist No M Tree Cutting Submit.checklist No: M -2 ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building :Owner /Authorized Agent: If the applicant is other;thah the ;owner, registered architect/engineer, orcbiitractor Ncdrised;° • by the State of Washington, a notarized letter from the pkoperty owner autho izing the ,ader# to subi$itthis periiiitt appllca /lo/i and obtain the permit will be required'as part bf this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OR RUTH RIZED' AGENT: Date: ✓� S —_ /i =Signature: " c !� Print na . /AZ/ l' / / (,., A v,/r'7 Phone: ,-,--Y 5-.S-/ / P.5-- Fax #: 623-7 SS-, /1)5-7 Address: /& / Y 1x4, - /.ti //e City /State /Zip: Lr/lervrpe GL / a -fier CITY OF 7'IKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 SI M -6 Submittal Checklist Miscellaneous Permits REROOFS RESIDENTIAL REROOF: Single- family structures are exempt from reroof permitting unless roof structure is to be repaired or replaced, in which case a Residential Building Permit is required. COMMERCIAL REROOF: If roof structure is to be repaired or replaced, a commercial building permit will be required. ✓, Document Requirements Narrative describing existing roof, material being removed, and material being installed Any roofing material documentation available is requested for review of application Note: A certification letter is required prior to final inspection and sign -off of the permit ap- ree-+ a-%-‘t) ./A2t--4 feoJfd-- „gee-4- eteZi • R"'"; 54 fa I ARAA,enJ-c-el 47Y f...4 .1"-;" 0 0 ***4,itA*1‘*.4.**4*.4.AAA*4v71**.0,4**** LI.TY TUgW N ' 8S *A*1A4*.441**k*$*,‘4,*** ** **/4*IA(*4*A4*Arkti*kA*44*4* *4*4 T 8 0 0 1 11 0 Ow o u n t : 1 .. 1 t.... 1 .. .7 tt.; , 0, 8 / 0 ■,,/, i"-.19 1.2 t 34 P v m ilt tl t h o cl : C 11 C tt N c t a t i o m : Mlif: 1}W 1 n .i t. : T L li P'ermA t No.:. MI99. 0087 1 voe't M1SCPERM WiscELLmiLous.i PERMI1 ParOel Nor S32304-,9005 S it Ad tirese.: 1774.0 SOUTHCEM LR PY . ' Tot4i Feevi Th i Si P ii V 17/ e.. ri t 1.461.'75 *rota 1 ALL hilts t 2 II ii 1 ii n et .0k) 4 14! A A ,Ir ir iv * 4 * .i. A * * A A 44 Ai iii. A- A, A A 4 A id: A A * A A * A A ..1 44 A * ** A.* A. A. A * * * A * A * A. A A A .4 4. * kik * Aci:muot Code Demorintion:. 000/322 „I.00 U t) NG 0oo,, ofi(z. 904 STATE BUILDING, SURCHARGE :4*,: s*y .s7 7:7r -77.,., VVaI Iiff 0' ` 1rer, frfiy l y •rnTrf*1.vVr r nrir'r' ;k • r.. ;, MWriTYS�'q ,ri 91.57► n ' %'7i $,•: 3?CrCiant 0 kk,t* *•.•kAk *A *A *k*AA. A*h;1•h *A**A•A. *4* kAA•. l• hti4•• 1Ji* A*A •kAh•A:4•k•k;4•A*A•kk•kkA•k CITY OF TUKWILA, WA (i\ _1 TRANSMIT hA*k ?e ,4 *AlcAk*l* ,*A IA- ir•k +ra* *h* *h **A7Fk* c * *P -4 * •k *:1;4* .*AkA:kk4Akk TRANSMIT Number R'E10(073. 947.:11. 05/26/99 1O f.",E; Patvnient Methods CHI:CI( Wotationt CLEO'S ROOFING 1niraa 'TLI3 Permit No: MI9' 0087 Tvpe MI ,LIijjtM MISCELLANEOUS . PERMIT Parcel No: 352304-9005 Si to Address: 17/40 SOUTI:3CJ N'I CIS PY Total Fees: 27408.96: This Payment 34.7.21 Total ALL .Pints: ..' 947.21... I3alanoe« 1061.75 ******* o.**A 4. * * *k * *A * * *,tA *AA *•* * *A4v1 *+A. F *A4A.A.i * * * * * *. “ *A•A•r1*•k4*k ** Account, . Code Pesci. i pi; ion A�naun 000/345._830 PLAN. CHECK .. RCS 'x474'1; INSPECTION NO. INSPECTION RECORb Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Project j� (. , , t O 'Type�f Inspec +on: /i`A/ 7i i// Address: l �/y %5 v5.evw/ c fr,vo, ba e,ca eedd: ��,10 /_'._ -_�_._ Special instructions: */t %a/S Y* C c- Ifeirc40 ezbo % //1] /C Lvo40, Ul / r1l i r7 , nQ .Sc x 0/ �- ,4 rLw� 7 � Cone. 5a cis /'7 )5v 5i 10, t,€. Date . n ted: ,.� p l (a.m. P.m./ ' equgst r: I`� �.�. -�' Phone: C/ .5 -'7'7z - I %2 f ElApproved per applicable codes...... Corrections required prior to approval. COMMENTS( InspectorC / //r / Datef�/'� • 0 $47.00 REINSPECTION FE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Raraint Nn' 1 I7atn. INSPECTION NO. INSPECTION RECOR% Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 P5jt2 i �% Type ofp�,tir Address: 17740 — SC PK(AILI Date called: O Special instructions: Date wan d: �} p.m. Requ 0.6 /"-'' k.ro. o e e Q. w ok1 Phone: X17- 0 .® Approved per applicable codes. /Corrections required prior to approval. COMMENTS: O b D .A-J,O C6 / c 0 b Pik -64()U ec ep cb e&J e o e e Q. w ok1 P- X17- 0 fD /-6,9 Ins Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: 1 Date: INSPECTION NO. 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431-3670 Pr9ject: tooyi P/ #012,1'Gh -,t ye) trinc:,- Type oflyispection:---) .1 '1,- c.-.. kr::-: - r00-E Address: ' 1 I-7-1140 EviCeti-Ici-- P Date called: F-, . _-.)1..cic, - J — i 1 Special instructions: e \C-1Y5 Dd-- • Liq e.4i Date wanted: C (a.m. U-ge Czn"1:-. l Requester: Cao v.._ tv,\ i',/q7' 47 7-).-- 4e-it9e:4e-c ,pproved per applicable codes. 'Corrections required prior to approval. COMMENTS: 1 — ,C1OC 4t,1,0?—fe-- 0 ,eec ge-r.ae-t> - "%-k4e-rte 77/?6,927er›,(7. A.---e7e/-.1-.....e/e.-g 9 5650 e /24423zer,)-- fl 1)/4107 ' i',/q7' 47 7-).-- 4e-it9e:4e-c Kze, - ( .1(--,.. (7e27z4/42/776X7.5 • . Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Jul ,'31 99 04:47p Rob King M1( Northv a st Mr. Ken Nelson City of Tukwila Community Development 6300 Southcenter Blvd. Tukwila, WA. 98188 425 -778 -3921 R.O.OoneuNlon & Mrogsme t Inc. 20503 !!!i Av. W. Edmond•, WA. 01020 USA (42S) 778.1321 July 21, 1998 p.2 Dear Ken: Sliyoeb Moot replacement iarlt 0 Parkway Sarpan:ent er, South Shops Attached is the roof diagram of the subject area, mentioned in my previous correspondence. I have identified the specific shop tenants. The roof work is complete south of the USA Baby/ Michaels demising line. The work to the north has not yet been started. Please contact me if this diagram is not sufficient for your identity purposes. Sincerely, 12_,af› Rob King CC: MBK Northwest, Mason Frank, Dave Moore FILE COPY .......--- - --�... I understand that the Plan Check approvals are ubiect to errors and omission''violation and ar of val of eS not authorize, th ,grins c3a -� �tln� nee Fiq.e/pt o con - i;c,}tor' code • uv p� tins acknovvieslged. s copy BY Date permit No. �U \10-N o V 14 `Gy o\\`i,s\o RECEIVED CITY OF TUKWILA JUL 2 2 1999 Jul 21 99 04:47p Rob King JUL-12-1999 16 :2 1 _ UUS5 GOING AND T►*L r Li EMDIT "A" Parkway Plaza - Phase 11 pf;.2. ��Ieia:T • RNNliS L1IJGNS • pLNS stets 425 -778 -3921 949 7201W0 r. d3 J • oSS •CsoT Foul • 01ic.NAEc:S G:2 A FTZ Miaow bAb mat AmS rr►Jaiwa • I <p,1kNS��S f uRN t'ruaLE $ON MV1 CHE 14,P1.R, Roop p•3 RECEIVED CITY OF TUKWILA JUL 2 2 1999 MINERAL CAP BUR ROOF OVER NAILABLE DECK 4 SHEET SYSTEM INSTALLED WITH HOT ASPHALT OVER 15/32" COMBUSTIBLE DECKS U.L. Class "A" up to 12" slope Mailable Deck 1 T3 I lot Asphalt M66 RubrQlas2 • i6' y l F54 GlasPly4 ti - • • .w. "I• F• F58 GlasCap APPLICATION RECOMMENDATIONS Roof deck shall be firm, clean, dry and smooth. Apply Fields M66 RubrGlas2 SEBS 180 Glass BasePty Sheet so that the flow of water is over or parallel to, but never against the laps. It shall be lapped 2" on sides and 6" on ends. End laps shall be at least 4" and adjacent end laps shall be at least 12" apart. Extend base sheet 2" above the top of the cant strip. Nail the base sheet 9" on center on the laps, and stagger nail two rows 18" on center, 12" distant from each edge. ALTERNATE METHOD: Mechanically attach with approved "tape and staple" method. Rows of tape shall be installed 12" on center. Staple spacing shall comply with fastener manufacture's requirements. Install an extra layer of M66 RubrGlas2 in valleys and waterways. This 36" wide layer shall extend at least 8" up the inclines out of the valleys, set in a uniform layer of Fields T3 MettPac Hot Asphalt at a rate of 25 lbs. per 100 square feet of roof area. This ply shall be laid prior to the application of the roofing plies. SPECIFICATION NUMBER RubrGlas2 & GlasPly4: HAW - 625 -MS MATERIAL REQUIREMENTS per 100 square fleet 1. M66 RubrGlas2 1 ply 2. F54 GlasPly4 2 plies 1 T3 MeltPac 25 lbs. / ply 4. F58 GlasCap 1 ply 5. Accessories & Flashing Materials as required Install two plies of Fields F54 GlasPly4 Fiberglass Type IV Ply Sheet in shingle fashion, lapping 19" with a 17" exposure. Starter strips of 18" and 36" shall be used and the second full sheet shall be laid with a maximum exposure of 16 ". Embed the full width of the ply sheet into T3 MottPac Hot Asphalt applied at a RECEIVED uniform rate of 25 lbs. per 100 square feet of roof area. The ply shall be lightly CITY OF TUKWILA broomed as it is applied. Cut Fields F58 GlasCap Fiberglass Cap Sheet into 12' lengths, and allow to relax. Apply F58 GlasCap Sheet so that the flow of water is parallel to but never against the laps. Embed F58 GlasCap Sheet into a uniform solid mopping of T3 MeltPac applied at a uniform rate of 25 lbs. per 100 square feet of roof area. Set neatly into place with 2" side lap and 4" end lap. Adjacent end laps shall be at least 3' apart. There must be complete adhesion between the F58 GlasCap Sheet and the asphalt. All application recommendations and General Requirements included in this manual are considered part of this specification. AN guaranteed roof systems must be flashed according to the "Flashing Detais" section of this manual. MAY 2 5 1999 PERMIT CENTER 11zqq-.00Yi7 Product Information Sheet M68 Glas RubrCap SEBS White Glass Cap Sheet USES M68 Glas RubrCap is used as a mineral cap sheet in the construction of built -up roofing and waterproofing mem- branes. These membranes form a water shield over such structures as roofs, foundations, and decks. DESCRIPTION: M68 Glas RubrCap is an asphalt coated fiberglass sheet. Select raw materials have been for- mulated into an SBS rubber mineral cap sheet. Glas RubrCap protects from weather, acid rain, ozone, and chemicals. The SBS rubber in Glas RubrCap provides maximum elastic per- formance against thermal shock, the daily expansion and con- traction of a membrane caused by temperature changes. Mem- branes made weak from the assault of thermal shock cycles begin to break apart. Glas RubrCap is your best defense against these attacks. With Glas RubrCap, your roofing and waterproofing membranes will perform much longer. Glas RubrCap has an Underwriters Laboratories (UL) Class A Fire Rating when installed in specified systems. DIRECTIONS: Store M68 Glas RubrCap on end. Keep protected from damage and humidity. Install base sheets, the substrate is required to be firm, clean, dry, and smooth. Use any of the following as a base sheet: M60 RubrPoly, M64 RubrPoly2, F50 PolyShield, M62 RubrGlas, M66 RubrGlas2, F52 GlasBase2, or F55 PolyShield2. Apply the base sheet so that the flow of water is over or parallel to the seams. Lap the base sheet 2" on the side laps and a minimum of 4" on the end laps. Extend the base sheet to the head of all cants. Secure the base sheet to the substrate by either nailing or adhering. Nailed base sheets, use nails with 1" heads and nail the base sheet 9" on center on both the outside edges and the seams. Also, nail two rows 12" in from each edge on 18" centers, and alternate the nails in each row so that they are offset from each other. Adhered base sheets, apply either Fields hot asphalt or ambient asphalt and lightly broom the base sheet into the asphalt as it is unrolled. Hot asphalt installations, apply either MT3 RubrPac or T3 MeltPac at the rate of 25 lbs per 100 square feet. Ambient asphalt installations, use either M150 RubrSeal, M100 DIRECTIONS (Continued) RubrCoat, or F100 PowrCoat at the rate of 5 gallons per 100 square feet. Install an extra base sheet in valleys and waterways. This extra sheet shall extend at Least 8" up the inclines of valleys and be applied as specified for adhered base sheets. Install ply sheets, the base sheet or substrate is required to be firm, clean, dry, and smooth. Apply any one of the following as the ply sheets: M60 RubrPoly, M64 RubrPoly2, F50 PolyShield, M62 RubrGlas, M66 RubrGlas2, F52 GlasBase2, F56 GlasP1y6, F54 GlasPly4, or F55 PolyShield2. Install the ply sheets paral- lel to the base sheet so that the flow of water is over or parallel to the seams. Apply 1, 2, or 3 ply sheets in shingle fashion on the correct laylines. Start by cutting and installing the starter strips and continue by installing the ply sheets in a uniform interply application of either 11T3 RubrPac or T3 MeltPac hot asphalt at the rate of 25 lbs per ply sheet per 100 square feet: Or apply 11,1150 RubrSeal, M100 RubrCoat, or F100 PowrCoat ambient asphalt at the rate of 5 gallons per ply sheet per 100 square feet. Make end laps a minimum of 4 ". Adjacent end laps shall be offset at least 12" apart. Lightly broom the ply sheets into the asphalt as they are unrolled. Install the cap sheet, the ply sheets are required to be firm, clean, dry, and smooth. Adhere an extra base flashing strip on all flashings at the same rate of asphalt as required for adhering base sheets. Extend the extra base flashing a minimum of 2" above the head of the cants and a minium of 4" beyond the toe of the cants. Then, use any one of the following as an adhesive to secure the RubrCap: MT3 RubrPac, T3 MeltPac, M150 RubrSeal, M100 RubrCoat, F100 PowrCoat, M700 RubrGard, or F700 PowrGard. For hot asphalt coatings, apply 25 lbs per 100 square feet. For ambient asphalt coatings, apply 5 gal- lons per 100 square feet. TECHNICAL INFORMATION: Number of Rolls Per Pallet 20 Roll Dimensions and Size 39.4" x 33" 5' = 1 lOsf Typical Finished Roll Weight in Pounds 90 SPECIFICATIONS: M68 Glas RubrCap exceeds the standards of the American Society for Testing and Materi- als ASTM D 5147. nEcrNED crry :.)t: 'rUKWILA MAY z ': 1 :i:J9 PERMIT CENTER (1/1/99) Material Safety Data Sheet M68 Glas RubrCap SEBS White Glass Cap Sheet RECE crry OF TUKWILA frl/W 2 5 1999 cENTEH PHYSICAL PROPERTIES :Appearance and Odor: Granule covered black mat. Asphalt odor. Boiling Point: N/A Vapor Pressure: N/A Vapor Density (air = 1): N/A Evaporation Rate (BuOAc = 1): N/A Specific Gravity (H2O = 1): N/A Solubility: Insoluble in water, soluble in petroleum solvents. FIRE AND EXPLOSION HAZARD DATA Flash Point: N/A Flammable Limits: N/A Extinguishable Media: CO2, foam, dry chemical Unusual Fire and Explosion Hazards: Do not expose to ex- treme heat. Special Fire Fighting Procedures: Use eater to cool rolls. Use self contained breathing apparatus in confined areas. REACTIVTTY DATA Stability: Stable Hazardous Polymerization: Will not occur Hazardous Decomposition Products: Carbon monoxide, car- bon dioxide, partially oxidized hydrocarbons. and hydrogen sul- fide. Conditions to Avoid: Extreme heat and sources of ignition. Compatibility (Materials to Avoid): May react with strong oxidizing materials. CONTROL MEASURES Respiratory Protection: In case of fire in a confined space, use self contained approved respirator or air supplied breath- ing apparatus. Ventilation: N/A Protective Gloves: Leather or cotton gloves. Eye Protection: Safety glasses with side shields. Other Protective Equipment: Loose fitting, long sleeved clothing should be worn to protect the skin from irritation. HEALTH AND HAZARD DATA Routes of Entry: Inhalation. ingestion, skin, and eyes. Inhalation: Respiratory irritation. Ingestion: Gastrointestinal irritation, nausea, vomiting. and diarrhea. Skin Contact: Temporary irritation or redness may occur'. Eye Contact: May cause redness and irritation. EMERGENCY FIRST AID PROCEDURES Eye Contact: Flush with clean water for at least 15 minutes. If irritation persists. get medical attention. Inhalation: Remove to fresh air, drink water to clear throat, and blow nose to evacuate dust. Ingestion: DO NOT INDUCE VOMITING. Get medicai at- tention. Skin Contact: Wash skin with soap and water. Chronic Health Effects: Crystalline Silica classified as car- cinogen OSHA - No, NTP - probably, IARC - probably. Can cause silicosis, a noncancerous lung disease caused by exces- sive exposure to Crystalline Silica. Medical Conditions Aggravated by Exposure: Preexisting upper respiratory and lung diseases may be aggravated. PRECAUTIONS FOR SAFE HANDLING AND USE Steps to be Taken in Case Material is Released or Spilled: Vacuum fine dust. If sweeping is necessary, use a dust sup- pressant such as water. Waste Disposal Method: Dispose in accordance with Fed- eral, State, and local regulations. Not a hazardous waste as defined by RCRA (40 CFR Part 261) Storage: Store in a ventilated area away from extreme heat and ignition sources. Keep dry and protected from the ele- ments. Other Precautions: N/A HAZARDOUS INGREDIENTS Chemical & Common Name I % Weight OSHA PEL ACGIH TLV Petroleum Asphalt 20 to 70 N/A 5mg/m3 8 hr (fumes) Sand (contains Crystalline Silica) 3 to 8 lmg/m3 (quartz) Img /m3 (quartz) SECTION 313 SUPPLIER NOTIFICATION: This product contains no toxic chemicals subject to the reporting requirements of section 313 of the Emergency Planning and Community Right to Know Act of 1986 and of 40 CFR 372. EMERGENCY 24 HOUR TELEPHONE NUMBER CHEMTREC 1 (800) 424 -9300 or 1 (703) 527 -3887 (1/1/99) Product Information Sheet M66 RubrGlas2 SEBS 180 Glass BasePly Sheet USES M66 RubrGlas2 is used to construct built -up roofing and water- proofing membranes. These membranes form a water shield over such structures as roofs, foundations, and decks. DESCRIPTION: M66 RubrGlas2 is an asphalt coated fiber- glass BasePly sheet. Select raw materials have been formulated into an SEBS rubber asphalt, 1.80 lb fiberglass sheet. In additon, RubrGlas2 is a patented breakthrough achieved by Fields in SEBS chemistry. SEBS rubber polymers are the only ones known to effectively resist the sun's destructive ultraviolet (UV) rays. UV rays bake out the elasticity and destroy the fibers in roofing and waterproofing membranes. The SEBS rubber in RubrGlas2 provides maximum elastic performance against ther- mal shock, the daily expansion and contraction of a membrane caused by temperature changes. Membranes made weak from the assault of thermal shock cycles begin to break apart. RubrGlas2 is your best defense against these attacks. With RubrGlas2, your roofing and waterproofing membranes will perform much longer. RubrGlas2 has an Underwriters Laboratories (UL) Class A Fire Rating when installed in specified systems. DIRECTIONS: Store M66 RubrGlas2 on end. Keep protected from damage and humidity. Install base sheets with RuhrGlas2, the substrate is required to be firm, clean, dry, and smooth. Apply the RubrGlas2 base sheet so that the flow of water is over or parallel to the seams. Lap the RubrGlas2 2" on the side laps and a minimum of 4" on the end laps. Extend the RubrGlas2 to the head of all cants. Secure the RubrGlas2 to the substrate by either nailing or adhering. Nailed base sheets, use nails with 1" heads and nail the RubrGlas2 9" on center on both the outside edges and the seams. Also, nail two rows 12" in from each edge on 18" centers, and alternate the nails in each row so that they are offset from each other. Adhered base sheets, apply either Fields hot asphalt or ambient asphalt and lightly broom the base sheet into the asphalt as it is un- rolled. Hot asphalt installations, apply either MT3 RubrPac or T3 MeltPac at the rate of 25 lbs per 100 square feet. Ambi- ent asphalt installations, use either M150 RubrSeal, M100 RubrCoat, or F100 PowrCoat at the rate of 5 gallons per 100 square feet. Install an extra sheet of RubrGlas2 in valleys and waterways. This extra sheet shall extend at least 8" up the inclines of valleys and be applied as specified for adhered base sheets. Install ply sheets with RubrGlas2, the base sheet or substrate is required to be firm, clean, dry, and smooth. RECEIVED CITv OF TUKWILA MAY ? 5 1999 I��CTIONS (Continued) Apply any one of the following as the ply sheets: M60 RubrPoly, M64 RubrPoly2, F50 PolyShield, M62 RubrGlas, M66 RubrGlas2, F52 GlasBase2, F56 GlasPly6, F54 GlasPly4, or F55 PolyShield2. Install the ply sheets parallel to the base sheet so that the flow of water is over or parallel to the seams. Apply 2, 3, or 4 ply sheets in shingle fashion on the correct laylines. Start by cutting and installing the starter strips and continue by installing the ply sheets in a uniform interply appli- cation of either MT3 RubrPac or T3 MeltPac hot asphalt at the rate of 25 lbs per ply sheet per 100 square feet: Or, 11,1150 RubrSeal, M100 RubrCoat, or F100 PowrCoat ambient as- phalt at the rate of 5 gallons per ply sheet per 100 square feet. Make end laps a minimum of 4 ". Adjacent end laps shall be offset at least 12" apart. Lightly broom the ply sheets into the asphalt as they are unrolled. Install the surface coating with RubrGlas2, the ply sheets are required to be firm, clean, dry, and smooth. Adhere an extra base flashing strip of RubrGlas2 on all flashings at the same rate of asphalt as required for adhering base sheets. Extend the extra base flashing a mini- mum of 2" above the head of the cants and a minium of 4" beyond the toe of the cants. Then, uniformly coat the entire surface with any one of the following: MT3 RubrPac, T3 MeltPac, M150 RubrSeal, M100 RubrCoat, F100 PowrCoat, M700 RubrGard, or F700 PowrGard. For hot asphalt coat- ings, apply 25 lbs per 100 square feet. For ambient asphalt coatings, apply 5 gallons per 100 square feet. For maximum protection and reduced energy costs, apply M800 RubrStar over the asphalt coating. Allow the asphalt coating a minimum of 90 days to set up before applying RubrStar. SEBS RUBBER: The SEBS rubber in M66 RubrGlas2 pro- vides greater flexibility, lower moisture permeability, greater fatigue resistance, better weathering durability, greater tensile strength, higher temperature stability, and improved resistance to UV rays, ozone attacks, and roof oils. TECHNICAL INFORMATION: Number of Rolls Per Pallet 30 Roll Dimensions and Size 36.0" x 108.0' = 324sf Typical Finished Roll Weight in lbs 65 SPECIFICATIONS: M66 RubrGlas2 exceeds the standards of the American Society for Testing and Materials ASTM D 4601 for base sheets and ASTM D 2178 for ply sheets except ash. (1/1/99) Material Safety Data Sheet M66 RubrGlas2 SEBS 180 Glass BasePly Sheet PHYSICAL PROPERTIES Appearance and Odor: Black. odorless, and solid. Boiling Point: N/A Vapor Pressure: N/A Vapor Density (air = 1): N/A Evaporation Rate (BuOAc = 1): N/A Specific Gravity (H2O = 1): N/A Solubility: Insoluble in water, soluble in petroleum solvents. FIRE AND EXPLOSION HAZARD DATA Flash Point: N/A Flammable Limits: N/A Extinguishable Media: CO2, foam. dry chemical Unusual Fire and Explosion Hazards: Do not store near open flame or expose to extreme heat. Special Fire Fighting Procedures: Use water to cool rolls. Use self contained breathing apparatus in confined areas. REACTIVITY DATA Stability: Stable Hazardous Polymerization: Will not occur Hazardous Decomposition Products: H,S, CO2, CO Conditions to Avoid: Extreme heat and sources of ignition. Compatibility (Materials to Avoid): May react with strong oxidizing materials. CONTROL MEASURES Respiratory Protection: In case of fire in a confined area, use self contained approved respirator or air supplied breath- ing apparatus. Ventilation: N/A Protective Gloves: Leather or cotton gloves. Eye Protection: Safety glasses with side shields. Other Protective Equipment: Loose fitting, long sleeved clothing should be worn to protect the skin from irritation. RECEIVED CITY OF TUKWILA MAY 2 5 1999 P HEALTH AND HAZARD DATA Routes of Entry: Inhalation. ingestion. skin. and eyes. Inhalation: Respiratory irritation. Ingestion: Gastrointestinal irritation, nausea, vomiting *. and diarrhea. Skin Contact: Temporary irritation or redness may occur. Eye Contact: May cause redness and irritation. EMERGENCY FIRST AID PROCEDURES Eye Contact: Flush with clean water for at least 15 minutes. If irritation persists, get medical attention. Inhalation: Remove to fresh air, drink water to clear throat, and blow nose to evacuate dust. Ingestion: DO NOT INDUCE VOMITING. Get medical at- tention. Skin Contact: Wash skin with soap and water. Chronic Health Effects: Crystalline Silica classified as car- cinogen OSHA - No, NTP - probably. IARC - probably. Can cause silicosis, a noncancerous lung disease caused by exces- sive exposure to Crystalline Silica. Medical Conditions Aggravated by Exposure: Preexisting upper respiratory and lung diseases may be aggravated. PRECAUTIONS FOR SAFE HANDLING AND USE Steps to be Taken in Case Material is Released or Spilled: Vacuum fine dust. If sweeping is necessary, use a dust sup- pressant such as water. Waste Disposal Method: Dispose in accordance with Fed- eral, State, and local regulations. Not a hazardous waste as defined by RCRA (40 CFR Part 261) Storage: Store in a ventilated area away from extreme heat and ignition sources. Keep dry and protected from the ele- ments. Other Precautions: N/A HAZARDOUS INGREDIENTS Chemical & Common Name % Weight OSHA PEL ACGIH TLV Petroleum Asphalt 30 to 50 N/A 5mg/m3 8 hr (fumes) Sand (Contains Crystalline Silica) 7 to 12 lmg /m3 (quartz) Img/m3 (quartz) SECTION 313 SUPPLIER NO 1.11-ICATION: This product contains no toxic chemicals subject to the reporting requirements of section 313 of the Emergency Planning and Community Right to Know Act of 1986 and of 40 CFR 372. EMERGENCY 24 HOUR TELEPHONE NUMBER CHEMTREC 1 (800) 424 -9300 or 1 (703) 527 -3887 (1/1/99) Product Information Sheet F54 GlasPly4 Type 4 Glass Ply Sheet RECEIVED CITY OF TUKWILA M ICY 2. 5 1999 PERMIT CENTER USES F54 GlasPly4 is used to construct built -up roofing and wa- terproofing membranes. These membranes form a water shield over such structures as roofs, foundations, and decks. DESCRIPTION: F54 GlasPly4 is an asphalt coated fiber- glass ply sheet. Select raw materials have been formulated into a 1.801b fiberglass sheet. GlasPly4 is your best defense against attacks from weather, acid rain, ozone, and chemi- cals. With GlasPly4, your roofing and waterproofing mem- branes will perform much longer. GlasPly4 has an Under- writers Laboratories (UL) Class A Fire Rating when installed in specified systems. DIRECTIONS: Store F54 GlasPly4 on end. Keep protected from damage and humidity. Install base sheets with GlasPly4, the substrate is required to be firm, clean, dry, and smooth. Use any of the following as a base sheet: M60 RubrPoly, M64 RubrPoly2, F50 PolyShield, M62 RubrGlas, M66 RubrGlas2, F52 GlasSase2, or F55 PolyShield2. Apply the base sheet so that the flow of water is over or parallel to the seams. Lap the base sheet 2" on the side laps and a minimum of 4" on the end laps. Extend the base sheet to the head of all cants. Secure the base sheet to the substrate by either nailing or adhering. Nailed base sheets, use nails with 1" heads and nail the base sheet 9" on center on both the outside edges and the seams. Also, nail two rows 12" in from each edge on 18" centers, and alternate the nails in each row so that they are offset from each other. Ad- hered base sheets, apply either Fields hot asphalt or ambient asphalt and lightly broom the base sheet into the asphalt as it is unrolled. Hot asphalt installations, apply either MT3 RubrPac or T3 MeltPac at the rate of 25 lbs per 100 square feet. Ambient asphalt installations, use either M150 RubrSeal, M100 RubrCoat, or F100 PowrCoat at the rate of 5 gallons per 100 square feet. Install an extra base sheet in valleys and waterways. This extra sheet shall ex- tend at least 8" up the inclines of valleys and be applied as specified for adhered base sheets. Install ply sheets with GlasPly4, the base sheet or substrate is required to be firm, clean, dry, and smooth. Apply GlasPly4 ply sheets parallel to DIRECTIONS (Continued) the base sheet so that the flow of water is over or parallel to the seams. Apply 2, 3, or 4 ply sheets in shingle fashion on the correct laylines. Start by cutting and installing the starter strips and continue by installing the ply sheets in a uniform interply application of either MT3 RubrPac or T3 MeltPac hot asphalt at the rate of 25 lbs per ply sheet per 100 square feet: Or apply M150 RubrSeal, M100 RubrCoat, or F100 PowrCoat ambient asphalt at the rate of 5 gallons per ply sheet per 100 square feet. Make end laps a minimum of 4 ". Adjacent end laps shall be offset at least 12" apart. Lightly broom the ply sheets into the asphalt as they are unrolled. Install the surface coating with GlasPly4, the ply sheets are required to be firm, clean, dry, and smooth. Adhere an extra base flashing strip on all flashings at the same rate of asphalt as required for adhering base sheets. Extend the extra base flashing a minimum of 2" above the head of the cants and a minium of 4" beyond the toe of the cants. Then, uni- formly coat the entire surface with any one of the following: MT3 RubrPac, T3 MeltPac, M150 RubrSeal, M100 RubrCoat, F100 PowrCoat, M700 RubrGard, or F700 PowrGard. For hot asphalt coatings, apply 25 lbs per 100 square feet. For ambient asphalt coatings, apply 5 gallons per 100 square feet. For maximum protection and reduced energy costs, apply M800 RubrStar over the asphalt coat- ing. Allow the asphalt coating a minimum of 90 days to set up before applying RubrStar. TECHNICAL INFORMATION: Number of Rolls Per Pallet 25 Roll Dimensions and Size 36.0" x 180.0' = 540sf Typical Finished Roll Weight in Pounds 55 SPECIFICATIONS: F54 GlasPly4 exceeds the standards of the American Society for Testing and Materials ASTM D 2178 Type IV. (1/1/99) Material Safety Data Sheet F54 G1asPly4 Type 4 Glass Ply Sheet RECEIVED CITY OF TUKWILA MAY 2 5 1999 PL RMa CENTER aVtioAtle- t WA pvt TS PI- IYSICAL PROPERTIES Appearance and Odor: Black, odorless, and solid. Boiling Point: N/A Vapor Pressure: N/A Vapor Density (air = 1): N/A Evaporation Rate (BuOAc = 1): N/A Specific Gravity (H20 = 1): N/A Solubility: Insoluble in water, soluble in petroleum solvents. FIRE .4ND EXPLOSION HAZARD DATA Flash Point: N/A Flammable Limits: N/A Extinguishable Media: CO2, foam, dry chemical Unusual Fire and Explosion Hazards: Do not store near open flame or expose to extreme heat. Special Fire Fighting Procedures: Use water to cool rolls. Use self contained breathing apparatus in confined areas. REACTIVITY DATA Stability: Stable Hazardous Polymerization: Will not occur Hazardous Decomposition Products: H2S, CO2, CO Conditions to Avoid: Extreme heat and sources of ignition. Compatibility (Materials to Avoid): May react with strong oxidizing materials. CONTROL MEASURES Respiratory Protection: In case of fire in a confined area, use self contained approved respirator or air supplied breath- ing apparatus. Ventilation: N/A Protective Gloves: Leather or cotton gloves. Eye Protection: Safety glasses with side shields. Other Protective Equipment: Loose fitting, long sleeved clothing should be worn to protect the skin from irritation. HEALTH AND HAZARD DATA Routes of Entry: Inhalation, ingestion. skin, and eyes. Inhalation: Respiratory irritation. Ingestion: Gastrointestinal irritation, nausea, vomiting, and diarrhea. Skin Contact: Temporary irritation or redness may occur. Eye Contact: Redness and irritation may occur. EMERGENCY FIRST AID PROCEDURES Eye Contact: Flush with clean water for at least 15 minutes. If irritation persists, get medical attention. Inhalation: Remove to fresh air, drink water to clear throat, and blow nose to evacuate dust. Ingestion: DO NOT INDUCE VOMITING. Get medical at- tention. Skin Contact: Wash skin with soap and water. Chronic Health Effects: Crystalline Silica classified as car- cinogen OSHA - No, N'I-P - probably, IARC - probably. Can cause silicosis, a noncancerous lung disease caused by excessive ex- posure to Crystalline Silica. Medical Conditions Aggravated by Exposure: Preexisting upper respiratory and lung diseases may be aggravated. PRECAUTIONS FOR SAFE HANDLING AND USE Steps to be Taken in Case Material is Released or Spilled: Vacuum fine dust. If sweeping is necessary, use a dust sup- pressant such as water. Waste Disposal Method: Dispose in accordance with Fed- eral, State, and local regulations. Not a hazardous waste as defined by RCRA (40 CFR Part 261) Storage: Store in a ventilated area away from extreme heat and ignition sources. Keep dry and protected from the ele- ments. Other Precautions: N/A HAZARDOUS INGREDIENTS Chemical & Common Name % Weight OSHA PEL ACGIH TLV Petroleum Asphalt 68 to 78 N/A N/A Sand (contains crystalline Silica) 5 to 15 lmg /m3 (quartz) lmg/m3 (quartz) SECTION 313 SUPPLIER NOTIFICATION: This product contains no toxic chemicals subject to the reporting requirements of section 313 of the Emergency Planning and Community Right to Know Act of 1986 and of 40 CFR 372. EMERGENCY 24 HOUR TELEPHONE NUMBER CHEMTREC 1 (800) 424 -9300 or 1 (703) 527 -3887 (1/1/99) FIELDS CORPORATION Product Information Sheet F58 GlasCap Mineral Glass Cap Sheet ,,,.."'t CITY OF TUKWILq 2 5 1999 ,JELDSvlAv AND RDD lacrsN0 rEFMIT ENTER WA�ODUD1S Guaranteed to Perform Friendly to Apply Conforms to Most Surfaces Professional Grade Enhances Fire Ratings Impenetrable Weather Shield USES F58 GlasCap is used as a mineral cap sheet in the construc- tion of built -up roofing and waterproofing membranes. These membranes form a water shield over such structures as roofs, foundations, and decks. DESCRIPTION: F58 GlasCap is an asphalt coated fiber- glass sheet. Select raw materials have been formulated into a mineral surface cap sheet. GlasCap is your best defence against attacks from weather, acid rain, ozone, and chemi- cals. With GlasCap, your roofing and waterproofing mem- branes will perform much longer. GlasCap has an Under- writers Laboratories (UL) Class A Fire Rating when installed in specified systems. DIRECTIONS: Store F58 GlasCap on end. Keep pro- tected from damage and humidity. Install base sheets with GlasCap, the substrate is required to be firm, clean, dry, and smooth. Use any of the following as a base sheet: M60 RubrPoly, M64 RubrPoly2, F50 PolyShield, M62 RubrGlas, M66 RubrGlas2, F52 GlasBase2, or F55 PolyShield2. Apply the base sheet so that the flow of wa- ter is over or parallel to the seams. Lap the base sheet 2" on the side lapes and a minimum of 4" on the end laps. Extend the base sheet to the head of all cants. Secure the base sheet to the substrate by either nailing or adhering. Nailed base sheets, use nails with 1" heads and nail the base sheet 9" on center on both the outside edges and the seams. Also, nail two rows 12" in from each edge on 18" centers, and alternate the nails in each row so that they are offset from each other. Adhered base sheets, apply either Fields hot asphalt or ambient asphalt and lightly broom the base sheet into the asphalt as it is unrolled. Hot asphalt installations, apply either MT3 RubrPac or T3 MeltPac at the rate of 25 lbs per 100 square feet. Ambient asphalt installations, use either M150 RubrSeal, M100 RubrCoat, or F100 PowrCoat at the rate of 5 gallons per 100 square feet. In- stall an extra base sheet in valleys and waterways. This ex DIRECTIONS (Continued) tra sheet shall extend at least 8" up the inclines of valleys and be applied as specified for adhered base sheets. Install ply sheets with GlasCap, the base sheet or substrate is re- quired to be firm, clean, dry, and smooth. Apply any one of the following as the ply sheets: M60 RubrPoly, M64 RubrPoly2, F50 PolyShield, M62 RubrGlas, M66 RubrGlas2, F56 GIasPly6, F52 GlasBase2, F54 G1asPly4, or P55 PolyShield2. Install the ply sheets paral- lel to the base sheet so that the flow of water is over or parallel to the seams. Apply 1,2, or 3 ply sheets in shingle fashion on the correct laylines. Start by cutting and installing the starter strips and continue by installing the ply sheets in a uniform interply application of either MT3 RubrPac or T3 MeltPac hot asphalt at the rate of 25 lbs per ply sheet per 100 square feet: Or apply M150 RubrSeal, M100 RubrCoat, or F100 PowrCoat ambient asphalt at the rate of 5 gallons per ply sheet per 100 square feet. Make end laps a minimum of 4 ". Adjacent end laps shall be offset at least 12" apart. Lightly broom the ply sheets into the asphalt as they are unrolled. Install the cap sheet with GlasCap, the ply sheets are required to be firm, clean, dry, and smooth. Adhere an extra base flashing strip on all flashings at the same rate of asphalt as required for adhering base sheets. Extend the extra base flashing a minimum of 2" above the head of the cants and a minimum of 4" beyond the toe of the cants. Then, use any one of the following as an adhesive to secure the GlasCap: MT3 RubrPac, T3 MeltPac, M150 RubrSeal, M100 RubrCoat, or F100 PowrCoat. For hot asphalt coatings, apply 25 lbs per 100 square feet. For am- bient asphalt coatings, apply 5 gallons per 100 square feet. TECHNICAL INFORMATION: Number of Rolls Per Pallet 30 Roll Dimensions and Size 36.0" x 36.0' = 108sf Typical Finished Roll Weight in Pounds 72 SPECIFICATIONS: F58 GlasCap exceeds the standards of the American Society for Testing and Materials ASTM D 3909. The above information is subject to change without notice (1/1/98a). FIELDS CORPORATION Material Safety Data Sheet F58 GlasCap Mineral Glass Cap Sheet CITY OF TUKWILA MAY 2 5 1999 PERMIT CENTER Guaranteed to Perform Friendly to Apply Conforms to Most Surfaces Professional Grade Enhances Fire Ratings Impenetrable Weather Shield PHYSICAL PROPERTIES Appearance and Odor: Granule covered black mat. Asphalt odor. Boiling Point: N/A Vapor Pressure (mm Hg.): N/A Vapor Density (air = 1): N/A Evaporation Rate (BuOAc = 1): N/A Specific Gravity (H20 = 1): N/A Solubility: Insoluble in water. soluble in petroleum solvents. FIRE AND EXPLOSION HAZARD DATA Flash Point: N/A Flammable Limits: N/A Extinguishable Media: CO2, foam, dry chemical Unusual Fire and Explosion Hazards: Do not expose to ex- treme heat. Special Fire Fighting Procedures: Use water to cool rolls. Use self contained breathing apparatus in confined areas. REACTIVITY DATA Stability: Stable Hazardous Polymerization: Will not occur Hazardous Decomposition Products: Carbon monoxide, car- bon dioxide, partially oxidized hydrocarbons, and hydrogen sulfide. Conditions to Avoid: Extreme heat and sources of ignition. Compatibility (Materials to Avoid): May react with strong oxidizing materials. CONTROL MEASURES Respiratory Protection (Specify Type): In case of a fire in a confined area, use a self contained approved respirator or air supplied breathing appatatus. Ventilation: N/A Protective Gloves: Leather or cotton gloves. Eye Protection: Safety glasses with side shields. Other Protective Equipment: Loose fitting, long sleeved clothing should be worn to protect the skin from irritation. HEALTH AND HAZARD DATA Route(s) of Entry: Ingestion Inhalation: Irritation Ingestion: Gastrointestinal irritation, nausea, vomiting and di- arrhea. Skin Contact: Temporary irritation or redness may occur. Eye Contact: May cause redness and irritation. EMERGENCY FIRST AID PROCEDURES Eye Contact: Flush with clean water for at least 15 minutes. If irritation persists, get medical attention. Inhalation: Remove to fresh air, drink water to clear throat, and blow nose to evacuate dust. Ingestion: DO NOT INDUCE VOMITING. Get medical at- tention. Skin Contact: Wash skin with soap and water. Chronic Health Effects: Crystalline Silica classified as car- cinogen OSHA - No, NTP - probably, IARC - probably. Can cause silicosis, a noncancerous lung disease caused by exces- sive exposure to Crystalline Silica. Medical Conditions Aggravated by Exposure: As with any dust, preexisting upper respiratory and lung diseases may be aggravated. PRECAUTIONS FOR SAFE HANDLING AND USE Steps to be Taken in Case Material is Released or Spilled: Vacuum fine dust. If sweeping is necessary, use a dust sup- pressant such as water. Waste Disposal Method: Dispose in accordance with Fed- eral, State, and local regulations. Not a hazardous waste as defined by RCRA (40 CFR Part 261) Storage: Store in a ventilated area away from extreme heat and ignition sources. Keep dry and protected from the ele- ments. Other Precautions: N/A HAZARDOUS INGREDIENTS Chemical & Common Name % Weight OSHA PEL ACGIH TLV Petroleum Asphalt 25 to 70 N/A 5mg/m3 8 hr (fumes) Sand (contains Crystalline Silica) 3 to 8 lmg/m3 (quartz) lmg/m3 (quartz) SECTION 313 SUPPLIER NOTIFICATION: This product contains no toxic chemicals subject to the reporting requirements of section 313 of the Emergency Planning and Community Right to Know Act of 1986 and of 40 CFR 372. EMERGENCY 24 HOUR TELEPHONE NUMBER CHEMTREC 1 (800) 424 -9300 or 1 (703) 527 -3887 Fields Corporation makes no guarantee, either expressed or implied, and assumes no responsibility for the accuracy of this MSDS information. This information is offered only for the buyers consideration, investigation, verification, and is subject to change without notice (1/1198a). FIELDS CORPORATION Product Information Sheet Ti, T2, T3, T4 MeltKeg Type 1, 2, 3, 4 Hot Asphalt USES MeltKeg comes in four types: Type 1 - dead level, Type 2 - flat, Type 3 - steep, and Type 4 - special steep. Fields Corpo- ration does not specifically recommend the type of asphalt to be used on any particular roof. The selection or type of as- phalt must be made by the specifier based on many variables including, but not limited to, roof pitch, type of construction, local roofing practices, and weather conditions. Construc- tion detail is the responsibility of the built -up roofing specifier. DESCRIPTION: MeltKeg is a hot asphalt. MeltKeg provides superior elastic performance against thermal shock, the daily expansion and contraction of a roof caused by tem- perature changes. Roofing membranes are also penetrated by the sun's destructive ultraviolet (UV) rays. These UV rays destroy a roof's elasticity. Roofs made brittle and weak from UV rays easily break under the assault of thermal shock cycles. MeltKeg is your best defense against these attacks. With MeltKeg, your roofing and waterproofing installations will perform much longer. MeltKeg has an Underwriters Laboratories (UL) Class A Fire Rating. Softening Point (F) Flash Point (F) Penetration Units at (32 F) at (77 F) at (115 F) Ductility at (77 F), cm EVT Solubility in Ttichloroethylene CITY OF TUKWILA MAY 2 5 1999 PERMIT CENTER DIRECTIONS The temperature of MeltKeg at point of application will be EVT plus or minus 20°F. Application conditions on the roof deck will vary with ambient temperature and wind condi- tions. A ambient deck acts as a heat sink. In ambient con- ditions, the temperature at point of application with MeltKeg should be near the high end of the tolerance. Do not heat MeltKeg closer than 50° F to the flash point. The Fields container is meant to be a form only; it is not intended for unprotected long term storage. Fields Corporation tests and selects the best quality crude to ensure that our product meets ASTM requirements. PACKAGING: MeltKeg is available in 100 lb kegs. Kegs are packaged as follows: Type 1 = 12, Type 2 & 3 = 24, Type 4 = 48 per pallet. SPECIFICATIONS: MeltKeg meets the Federal Speci- fication SS -A -66D and exceeds the standards of the Ameri- can Society for Testing and Materials ASTM D 312. TECHNICAL INFORMATION Type 1 Type 2 Type 3 min max min max 158 176 185 205 475 •.. 475 min max 135 151 475 3 18 60 90 180 10.0 ... 340° F to 370° F 99 6 18 40 100 3.0 370 °Fto400 °F 99 Type 4 min max 210 225 475 6 ... 6 15 35 12 25 ... 90 ... 75 2.5 ... 1.5 400° F to 430° F 435° F to 465° F 99 ... 99 ... RECOMMENDED POUNDS TO APPLY PER 100 SQUARE FEET Base Adhesive Interply Adhesive Surface Coating Polyester & Fiberglass Base & Ply Sheets 25 Polyester & Fiberglass Base, Ply, & Cap Sheets 25 Polyester & Fiberglass Base & Ply Sheets 25 Nonwoven & Polyester Fabrics 25 25 Nonwoven & Polyester Fabrics APP & SBS Modified Bitumen Sheets 25 25 Nonwoven & Polyester Fabrics APP & SBS ,Modified Bitumen Sheets 25 25 APP & SBS Modified Bitumen Sheets FIELDS CORPORATION Material Safety Data Sheet Ti, T2, T3, T4 MeltKeg Ty e1,2,3,4 Hot As. halt PHYSICAL PROPERTIES Appearance and Odor: Black liquid @ 70° F Boiling Point: 700°F Vapor Pressure: N/A Vapor Density (air = 1): N/A Evaporation Rate (BuOAc =1): N/A Specific Gravity (H:0 = 1):.99 to 1.02 @ 70° F Solubility: Insoluble in water, soluble in petroleum solvents. FIRE AND EXPLOSION HAZARD DATA Flash Point: > 550° F COC Flammable Limits: N/A Extinguishable Media: CO2, foam, dry chemical Unusual Fire and Explosion Hazards: Closed containers are an explosion hazard when exposed to extreme heat. Special Fire Fighting Procedures: Use water to cool closed con- tainers. Use self contained breathing apparatus in confined areas. REACTIVITY DATA Stability: Stable Hazardous Polymerization: Will not occur Hazardous Decomposition Products: CO, CO2. SOx. H,S when heated. Conditions to Avoid: Extreme heat (above flash point). Compatibility (Materials to Avoid): None known CONTROL MEASURES Respiratory Protection: Wear NIOSH approved organic vapor res- pirator. Ventilation: Mechanical, local, or general exhaust is recommended. Protective Gloves: Wear leather or temperature resistant gloves if contact is likely. Eye Protection: Wear a face shield if contact is likely. Other Protective Equipment: Long sleeved clothing is recom- mended. HEALTH AND HAZARD DATA Route(s) of Entry: Eye, skin contact, inhalation, and ingestion. Inhalation: Nasal, respiratory irritation, fatigue, dizziness, and headache. Ingestion: Gastrointestinal irritation, nausea, vomiting, and diar- rhea. Aspiration into lungs can cause chemical pneumonia. Skin Contact: Thermal burns. Eye Contact: Redness, irritation, and blurred vision. EMERGENCY FIRST AID PROCEDURES Eye Contact: Flush with clean water for at least 15 minutes. Get immediate medical attention. Inhalation: If overcome by vapor, remove from exposure and ad- minister oxygen if breathing is irregular. Get medical attention im- mediately. Ingestion: DO NOT INDUCE VOMITING. Material can be aspi- rated into lungs and cause chemical pneumonia. Get medical at- tention. Skin Contact: Cool with water. Seek immediate medical attention. Chronic Health Effects: Not listed as a carcinogen by the NTP, IARC, or OSHA. No adverse long term affects known. Medical Conditions Aggravated by Exposure: Preexisting lung or skin conditions could be aggravated by continued exposure. PRECAUTIONS FOR SAFE HANDLING AND USE Steps to be Taken in Case Material is Released or Spilled: Eliminate ignition sources. Allow to cool. Recover product. Add sand, earth, or other suitable absorbent to spill area. Minimize va- por or skin contact. Keep product from sewers and water courses by diking or impounding. Waste Disposal Method: Dispose in accordance with Federal, State, and local regulations. Storage: Store in a ventilated area away from heat and ignition sources. Other Precautions: Avoid breathing vapors. Keep container closed when not in use. HAZARDOUS INGREDIENTS Chemical & Common Name % Weight OSHA PEL ACGIH -TIN . Petroleum Asphalt 100 N/A 5mg/m3 8hr(fumes) Hydrogen Sulfide Contained 10ppm 8hr TWA l0ppm 8hr TWA 15ppm STEL 15ppm STEL SECTION 313 SUPPLIER NOTIFICATION: This product contains no toxic chemicals subject to the reporting require- ments of section 313 of the Emergency Planning and Community Right to Know Act of 1986 and of 40 CFR 372. EMERGENCY 24 HOUR TELEPHONE NUMBER CHEMTREC 1 (800) 424 -9300 or 1 (703) 527 -3887 Fields Corporation makes no guarantee, tither expressed or implied, and assumes no responsibility for the accuracy of this MSDS information. This information is offered only for the buyers consideration. investieation. verification. and is subject to chance without notice (1/l/98a). Product Information Sheet M300 RubrMastic All Weather SEBS Mastic RECEIVED CITY OF TUKWILA MAY 2 5 1999 PERMIT CENTER USES M300 RubrMastic stops leaks in the rain. It even sticks under water. You can effectively seal around chimneys, vents, pipes, air conditioning equipment, skylights, drains, flashings, and sheet metal. In addition, RubrMastic makes membrane repairs, sticks down shingle tabs, seals leaking nail heads, cements laps on roll roofing, and adheres roofing sheets to the deck. RubrMastic is compatible with APP and SBS modified bitumen roofing products and will adhere to most sur- faces. DESCRIPTION: M300 RubrMastic is an all weather SEBS mastic. The many uses for RubrMastic make it one of the most versatile roofing and waterproofing prod- ucts ever engineered. Select raw materials have been formulated into an all weather asphalt mastic that chal- lenges the laws of physics by actually adhering under water. In addition, RubrMastic is a patented breakthrough achieved by Fields in SEBS chemistry. SEBS rubber poly- mers are the only ones known to effectively resist the sun's destructive ultraviolet (UV) rays. UV rays bake out the elas- ticity and destroy the fibers in roofing and waterproofing membranes. The SEBS rubber in RubrMastic provides maximum elastic performance against thermal shock, the daily expansion and contraction of a membrane caused by temperature changes. Membranes made weak from the as- sault of thermal shock cycles begin to break apart. RubrMastic is your best defense against these attacks. With RubrMastic, your roofing and waterproofing installations will perform much longer. RubrMastic is asbestos free. SEBS RUBBER: The SEBS rubber in M300 RubrMastic provides greater flexibility, lower mois- ture permeability, greater fatigue resistance, better weath- ering durability, greater tensile strength, higher tempera- ture stability, and improved resistance to UV rays, ozone attacks, and roof oils. DIRECTIONS M300 RubrMastic is friendly to apply, even in below freezing, wet conditions. Warm RubrMastic to room tem- perature for easiest application. Clean away all loose gravel, dirt, vegetation, and debris from the application area. Use a broad putty knife and apply RubrMastic directly from the container, without diluting. When applying to a wet sur- face, trowel and work the RubrMastic onto the surface until a secure bond is achieved. To seal areas exposed to water penetrations with RubrMastic, generously apply a minimum .5" thick layer of RubrMastic over the ex- posed area. To repair surface breaks with RubrMastic, use PolyWeb or GlasWeb for reinforcement. Form a three layer repair by first troweling a generous application of RubrMastic over the break and beyond the width and length of the PolyWeb or GlasWeb you intend to install. Second, lightly trowel the PolyWeb or GlasWeb into the RubrMastic. Third, carefully trowel a generous applica- tion of RubrMastic over the entire repair, making sure to completely cover the PolyWeb or GlasWeb. For severe breaks, apply additional layers of GlasWeb with RubrMastic. PACKAGING: M300 RubrMastic is available in 1 gal- lon cans, 3 gallon pails, 5 gallon pails, and 11 & 29 oz tubes. SPECIFICATIONS: M300 RubrNlastic exceeds the standards of the American Society for Testing and Materi- als ASTM D 4586 Type I. Maximum VOC 250 grams per liter. TECHNICAL. INFORMATION: Approximate Pounds Per Gallon 8.3 Minimum Percent Nonvolatile Weight 70 Approximate Hours Set Up Time to the Touch 24 Days Set Up Time Before Applying Reflective Coating90 Percent Elongation is Greater Than 100 Percent Recovery is Greater Than 50 Optimum Application Temperature Range in °F 40 to 90 Application Consistency Trowelable (1/1/99) Material Safety Data Sheet M300 RubrMastic All Weather SEBS Mastic FIECE_I'VED CITY OF TUKWIIA MAY 2 5 1999 PERMIT CENTER ‘f&umTeNo� , r RO �1J WA E G °Doi- foe PHYSICAL PROPERTIES Appearance and Odor: Black viscous material with solvent odor. I3uiling Point: 310° F Vapor Pressure: Less than l0mm @ 25° C Vapor Density (air = 1): 4.8 Evaporation Rate (BuOAs = 1): Less than I Specific Gravity (H,0 = 1):.90 to 1.05 Solubility: Insoluble in water, soluble in petroleum solvents. FIRE AND EXPLOSION HAZARD DATA Flash Point: 107° F (42° C) TCC Flammable Limits: LEL: 0.9; UEL: 7.0 Extinguishable Media: CO2, foam, dry chemical Usual Fire and Explosion Hazards: Closed containers are an explosion hazard when exposed to extreme heat. Special Fire Fighting Procedures: Use water to cool closed containers. Use self contained breathing apparatus in confined areas. REACTIVITY DATA Stability: Stable Hazardous Polymerization: Will not occur Hazardous Decomposition Products: Carbon Monoxide and Carbon Dioxide Conditions to Avoid: Heat and sources of ignition. Compatibility (Materials to Avoid): None known CONTROL MEASURES Respiratory Protection: Wear NIOSH approved organic va- por respirator. Ventilation: Mechanical, local. or general exhaust is recom- mended. Protective Gloves: Wear chemical resistant gloves if contact is likely. Eye Protection: Wear safety goggles if contact is likely. Other Protective Equipment: Coveralls my be used. HEALTH HAZARD DATA Routes of Entry: Inhalation, ingestion, skin, and eyes. Inhalation: Nasal, respiratory irritation, fatigue, dizziness. and headache. Ingestion: Ingestion may cause gastrointestinal irritation, nau- sea, vomiting, and diarrhea. Aspiration into lungs can cause chemical pneumonia. Skin Contact: Possible irritation. Eye Contact: Redness, irritation. and blurred vision. EMERGENCY FIRST AID PROCEDURES Eye Contact: Flush with water for at least 15 minutes. If irritation persists, get medical attention. Inhalation: If overcome by vapor, remove from exposure and administer oxygen if breathing is irregular. Get medical attention immediately. Ingestion: DO NOT INDUCE VOMITING. Material can be aspirated into lungs and cause chemical pneumonia. Get medi- cal attention. Skin Contact: Remove saturated clothing.Wash skin with soap and water. Chronic Health Effects: Not listed as a carcinogen by the NTP, IARC, or OSHA. No adverse long term effects known. Medical Conditions Aggravated by Exposure: Preexisting lung or skin conditions could be aggravated by continued ex- posure. PRECAUTIONS FOR SAFE HANDLING AND USE Steps to be Taken in Case Material is Released or Spilled: Eliminate ignition sources. Recover product. Spread sand, earth, or other suitable absorbent over spill area. Minimize vapor or skin contact. Keep product from sewers and water courses by diking or impounding. Waste Disposal Method: Dispose in accordance with Fed- eral, State, and local regulations. Storage: Store in a ventilated area away from heat and ignition sources. Other Precautions: Avoid breathing vapors. Keep containers closed when not in use. HAZARDOUS INGREDIENTS Chemical & Common Name % Weight OSHA PEL 1 ACGIH TLV Mineral Spirits 18 to 28 100 ppm ( 500 ppm Hydrous Aluminum Silicate* 3 to 10 N/A N/A *Hydrous Aluminum Silicate is nonhazardous when encapsulated as in this product and will not create dusting. SECTION 313 SUPPLIER NOTIFICATION: This product contains no toxic chemicals subject to the reporting requirements of section 313 of the Emergency Planning and Community Right to Know Act of 1986 and of 40 CFR 372. EMERGENCY 24 HOUR TELEPHONE NUMBER CHEMTREC 1 (800) 424 -9300 or 1 (703) 527 -3887 (1/1/99) MBK Northwest Mr. Dwayne Griffin & Mr. Ken Nelson City of Tukwila - Dept. of Community Development 6300 Scuthcenter Blvd Tukwila, WA. 98188 Gentlemen: R.C. Construe& on & IM.n.gumrt Inc. 20607 nth Av. W. Edmonds, WA. 96020 USA M6) 778-1921 July 15, 1999 SuibrCC Iirlbof of South shops„ Parkway Su4atca+tarr, Tukwila. Inoonrpis4s application for Part IL Application A11199410117 Irsponr to Kan Nelson's convection MBK Northwest began a re-roof on the south shops at Parkway Plaza in May, mistakenly under our site and shell permit, (still in effect) We were red tagged, as not having a permit, therefore made application, after verifying that the re -roof vies not included in the site and shell. Work was stopped at that time. We received the May 286, notice, that we must comply with current Energy Code updates. Orr architect and myself cisazsed an option of updating the insulation when change of tenancy, or remodels were completed in the it dvidual spaces, with Ken Nelson, (as we have done throughout the rest of the center) but were met with the city's reluctance of that idea, and a request for more information as to Wien the required work could be completed. (Ken Nelson's phone call to me on 6- 30-99) This letter will describe our intentions as they relate to each tenant space, therefore, giving the city a complete outline, and curr+ent'as burr history of Parkway Superoerrte: We have completed the re -roof an three of the south shop tenants Bon Marche (upper Roof), Krause's Furniture, and USA Baby. The re -roof consists of a base sheet, mechanically attached, with two interplys of type 4 felts and asphalt, and a Cap Sheet wear surface. Since using rigid insulation after the fact is cost prohibitive, energy code compliance will be met by installing belts insulation under the deck Both Krause's and USA Baby are purring interior remodels, or interior changes in the next 4 months. That being the case, insulation installation will be done under those permits, during the work. The Bon Marche has just completed a remodel to their space, inducting a drop ceiling in the majority of their store. MBK Northwest is Iooidng into providing insulation above this ceiling to meet energy code, and installing belts in the ceding In the remaining section of high roof, (adjoining Krause's). We cannot determine (at this date) whether the Bon will allow the work to take place. The five tenant spaces left in our roofing project we Wald market, Michael's Crafts, Ross, Anna's Linens, and Plus Sizes Insulation on Anna's and Plus Sizes was bro 4d into compliance last summer when the remodel was in full operation Your department has evidence of than work, therefore it is not induded in our calculations and explanation with this letter. 1 4 , — OITY OF TUKWILA JUL 191999 July 8, 1999 The mof work at Ross, Michael's, and Cast Plus has not yet been started, therefore, ticid insulation jg an alternative. MBK is cunt* reviewing oosts associated with this insulation requbement, and will determine whether cr not to continue the re-roof pro am, based on that outcome. If coats prohibit the work, the eodsting roof will remain 'as is'. I have endaeed a heat loss calculation front Interface Engineering, for those spaces Rods in the balance d the Parkway Place project are energy compliant with the foliating emotions. The Tenets in the North biidng, (from Lorrg's Drug to Red Robin). Currently, Red Robin is competing a remodel where insulation work may have taken place. I was not in control of that application cr review process Also, The space Identified as Halmark is being remodeled, as was. City has open permits When Bergman' s Luggage, Wallpapers, and Crownt Books were remodeled fast year, the plans noted 'Existing roof Insulation to be undstubed throughout space except at new demising mils' This information should lxin3 you up to date on the condition of Pat way Supercerrter. Please issue the permit for our roof project, or split and issue two permits for the wok competed, and the wok contemplated Time is of the essence. If you require additional information, please contact me at 425- 778-1921 arthe above address Sincerely Rob King CC: MBK Northwest, Masdn Frank Dave Moore Cleo's Roofing, avid Lenin INTERFACE ENGINEERING COOSulf/I/ Ea/ 'afters Fax Cover Sheet 6542 Si Lake Road rlilwa 46.OR 97222 503.6S9.6394 OFFICE SO3.659.9029 FAX ' COMPANY: ATTENTION: MOM: SUBJECT /PROJECT: PROJECT NO.: R. C. Construction & Management Inc. Rob King cc Roger Stange (BSA) Sam Loeung DATE: July IS, 1999 DESTINATION FAX NUMBER: 425.778 -3921 Parkway Supercenter - Code Check for Roof X. MECHANICAL ' ' ' ELECTRICAL Attached are (qty 6) Washington Code Form using the Component Approach and woricsheet (qty 3) showing U- values talc. For building envelopes, as requested. Toed P.p (Including C.w):.J 0 IF ALL PAGES AM NOT RECEIVED. PLEASE CALL SO.U.S9.4J94 AS SOON AS POSSIIL S Envelope Summary Climate Zone 1 ENV -SUM revsrromme rsrr.»._..deer c.nco..wr..e..► rim i.." Are i OU Project Info - Protect Address WOW aa.exssrmt Oats 7/15/99 rte rata. naseaaza l For SIOeirp Department Us. All Other Roofs AlstAnare Nsrna samosa sum= isaoesa sa WOPda S: Soca re oa nDous NOM. stars 430 Applir ant Phone reactor oa[m. 00 9701S (5031 1,0 -0234 [Project Description IQ New Building Q Addition p Alteration Q Change of use Compliance Option 0 Prescriptive O Component Performance (See Decision Flowchart (over) for qualifications) Q f17IVSTD Q Systems Malysis Space Heat Type 0 Electric resistance 0 M other (see over for derinihon.) Roofs Over Attic Glazing Area Calculation Now anew grace wars may be inaaidW In err Gros. Exterior Well Ara N they ere Naularw a the lever required brows veils. Total Glazing Area Electronic version: these values are eulorrroe.11y taken from ENV -UA-1. (rough opening) Gross Exterior (vertical & ovoidal) divided Dy Wag Area times 100 equals % Glazing All Other Roofs 6252.0 — 38205.0 X 100 = 16.41 Concrete/Masonry Option O yn Cheac here W using ills opOOn and if pmiect meets w recurm rear for the Concrete/Masonry ODean. 5« Decision Flowchart (ow) tar susiel eces. limoregJtements for each qualifying p na assemble below. Envelop. Requirements (enter values as applicable) Fully heatad/cooled space Alnimwn Insulation R- values Roofs Over Attic NA All Other Roofs R -21 Opaque Walls R -11 Below Grade Walls Nl► Floors Over Unconditioned Space NA Slabs-on-Grade R -10 Radiant Floors to Maximum U.actors Opaque Doors 0.600 Vertical Glazing 0.750 Overhead Glazing 'NA. Maximum SHGC (or SC) VeRralUOverh.ad Gluing I 1.000 SernM.ated apace' Minimum Insulation R -volu.s Roots Over Semi•Heossd Spaces' ■" 'Refer to Section 1310 forQuaYlleatlens and requwements Notes: Opaque Conoretelleasonry Wall Requirements Insulation on interior - maximum U -fedor is 0.19 Insulation on exterior or SNegra . maximum U -fector is 0.25 If project qualifies for Conaele Masonry Option, list walls with HC it 9.0 Btufft - F belay (other walls must meet Opaque Well requirements). Use descriptions and values from Table 20.5b in the Code. Wall Description (Including Insulation R -vekre l position) Udactor • • Envelope Summary (back) Climate Zone 1 ENV -SUM 19W/ Wlrr"npen Mar morealeamm Env Can Ca.iNlw Coma Jut I, Decision Flowchart for Prescriptive Option Use this flowalart to determine if pried qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Opeons must be used. 1552 Selea was Ty'.: co do wow o dowering word wrests resomw....er 9, amprim araule all Tow MOM; n.M: OOMr. N drat moo Marry worms idol'. pis. MM Mk .1, OW mom Irsew IMMMO Otero and 5MII Wawa MIN • 111I Ma511511 wort n iNdeleS. (churlatong • v ltsRll -'s4 \YieY0V \irda50I ?•' rD '•. tied r' pea • ys•� rb ro l*s'v "• AN lraaalankhralled? C air 44Illli'—i4ir 131awglsdswfls( 3 RIO a ally RR33 PMalfslods R21 Robsoarumwdsi, R19 9sta>cogade R10 Riders loos R10 Cpasusdoos UatO asap Blida Ma? Chan Vet 01 94 03.1s% a93 1.16 1.3) 1590%075 1.40 1.41 203fa4 Q® 1 m ass 3W0%asi 135 045 t ant .', Retina nDNs Hot? • • AI lnafMOtinsase)f? CONva ■NNs A.11 n25 f Mlb(Q t adovgidevalsaid Maggio tialls(ohe R1 R1 Rtdsom'Ilia R33 Al obit eft R21 Rcastaeruurdst R-19 Ssbeanprsdc R-10 Retail bus RIO Owed= UM Oaks Oit le MIA Ms U 9"f� 0340% 093 1,45 1.33 1046% 475 1.40 1.33 1504 ati6 1.33 0m 20iDlfl am 1.30 0.e6 destrid 111th mawer Mims roomy «Isms for en um woe memi es wllwdaM IMP wow nun Goal vowser/Ilwar.a.ld ow 991991 99 d— sow Me we own resJw• IMS wog siumws 1.0 vollM via INK NJ1IUn daII1wN. Eaton— IrlwWM*OM IM MO WON dIOMIROr /Moo M MINN M whim MIM'nS. Al kTaaasah kislsed? - calis eli111b --Ri19 1Vlrsorrywalslr* U0.19 Mianyvals(dM Ua25 EletsvgaidavellsUp RIO Beimazbtialts(ord R/9 Rzlsaerdlics 831) PM OM awls R3) Roasoerulmru R31 Sabsongr os R10 Relation R10 Cyglsldoos UQm Gears Mae VW . u Ass% *CD 030)% ado a® 1.m ra 4Tiro i-- -XT9— 9doapidevells(e4) 1440 Fixdsoarais 435 Ail dramroab R33 Flaosoermod R33 Sabsangade R10 Rstal ems x UQ0D MNJi U KC 03 040 081 1 C ro4.1.41 SiansPolgiiilficarid Concrete/Masonry Option* Wall Heat Capacity (HC) I weighted Mac Assembly Description Assy.Tag HG" Area (si) HC x Ares capacity (MC) of the total above waU is , grade a minimum of 9.0, the Concrete " Masonry Option relay be wed. "For framed walls, assume MC91.0 unless catwlsdone are provided: for ell other walls, use .-....r.— . SAM ... —._ ■ 1994 Washington State Nonresidential Eno Cods Compliance Form Envelope UA Calculations Climate Zonel ENV -UA t sue waartrgan sirs semssa.tiaa Cs* O...rraa FM !VAS A. JAM tege Naiad Manisa 1anoao►>< aoeraeonsw Data 7/15/99 Space Heat Type. 0 Electric resistance Q Alt new Far Wilding Oet alt n.nt Use Glazing Area u % proms ea*" wall area 16.4% P1'op. 1 40.0% Max.Target Concrete/Masonry Option 0 Yes O No Notes: If glaring area exceeds n erniin allowed in Table. Man calculate adjusted areas an bade (over). If ConaeteiM eonry Option is used. Target U- factors, SHGC and Glazing % wil be different than shown below. Refer to Table 13.1 for correct values. Building Component List components by assembp 10 & page 0 Proposed UA U -actor x Ana (A) - UA (U x A) Target UA U -farce x Area (A) m UA fU it A) a m M 0 U20.600 PlanID :5rea4ra48naC U- Pan I0: Um Plan 10: U= PIan ID: Um PIan ID: U- Pan I0: U* PIan ID' 0.600 6252.0 3751.2 0.750 6252.0 4649.0 Glazing % Electric Resist '• ,Otper Heating ; 04S %. 0.40 , • ; , , 090. 1,15.20% "0.60 '• 0.75 ; ' . >2040% not aliowao . ' • ' 0.60 , ' >30.10% .net allowed ' • ' ' 0.50 • , (sae rade 13.1 forConiyMasanry.values) IOverread Glazing 0 1 U- PIan 10: U= PIan ID: U- PIan 10: Us Plan ID: Gtar ng % .ElearIc Nadal.: Other Ideating' 0.15%. • 0.60 •1.45 • • >13-20% • • Ole. • '1.40 »20.30% • not allowed . 1:90' „' , )3040% , • not allowed 1'.25; ' (see Tablrt'1.14.for Cond ji Maionr values) ' ; e tr a . , U= PIan ID: U= PIan ID: Us PIan ID: Um Plan ID: a - A $ $ ° Ua 0.600 Plan ID :000Y boost U. Plan ID: Um Plan ID: 0.600 1040.0 624.0 0.600 1040.0 624.0 • Electric Raaist. . Othariisating': .' ' 0.60 : , ' ' 0,60..' ' ¢ O R= PIan ID: R■ PIan 10: RS PIan ID: • Electric Resist, ', Other M•■tirlp, 0.031 ' 0.O 5 ' , » a' 2,R- R =15.0 Plan IO:ssnscaL moor Rm Pan 10: PIan 10: 0.070 111000.0 1770.0 0.050 111000.0 . 5550.0 Moist Resist :'• 'Other,Heafing. • • 0.034 , i. ' 0.050• ;' • Opaque Walls' R -13.0 Pan I0:essza.1. with. Ra PIanIO:ursa or stoat Rs Plan ill R- Plan 10: R5 Plan 10: Rm PIan ID: R- Plan 10: "Note: sum of Target Areas he should equal 0.110 15703.5 1721.6 0.440 15207.5 6691.3 Target Opaque Wall Area (see back) 0.2,90 15705.5 1514.0 ' 0.190 2.5207.5 2119.4 •• • Electric Resist.i OttterHssb. Qrdlnary 0.062 "' '0:14- .. , Metal shirt • • , 0.11 ;0.54. , Cone(int) 0 :19 ' , , , 0.19 ' , , Cono(oM1) ' ' 0.25: .0.25 . Below Grade Walla Rs PIan ID: R■ Plan ID: Ra Plant(); Note: if insulated to levers r e q u i r e d for opaque wars. list above with opaque was Electric Raps'. ' Ot1sr Moatitg,' ' Ordnary ' . 0.062 ' ' ' , 0.14 , Metal stud .. ' r 0.11 ' • . 0.14. ' . . Floors Over Unoond. Sp. R- PIan I0: Rs PIan ID: Re Plan ID: R= PIan ID: Electric Resist..' %Other Nesting; 1102'9 "0.066 ' • • . q B i a a R•i.o Plan etym & sus R- Plan ID: R- Plan (0: R- PIan ID: 1.000 1750.0 1750.01 0.540 1750.0 943.0 , Electric Resist Other dossing'• 1.0.$,' ' F' *" (so.Table 13•1 for rtudanf 8001 4.114410' •;' •For CMU walls, indicate son insulation material. Tablafl 150955.01 22314.11 Tote 1 130553.01 17691. I 13282.0 ! 13282.0 J ITorte Areas OK I 1994 Washington State Nonresidential E • Code Compliance Form Glazing 11st components by assembly ID & page A - Proposed SHGC SHGC• x Ares (A) ■ SHGC x A Target SHGC SHGC x Ma (A) 0 SHGC x A f 5 ID:3TOR6fIONT GLALSNG ID: ID: NI ID: a. 0.650 6252.0 4063.0 1.000 6252.0 6232.0 Dioxin g 14. • OeeOle Rsaiat •, Other Hsatng„ 0-20% • '1.09, t.00 : >20.3 : not @IeifW ' ^.0.65 •' ' b% P30.40% •iat a wod .. . , • 0.45 . (sae Table 13.1 fo, Coine1Mus eruy vslitis). 'Note: Manuhcturaes SC may be used in lieu of SHGC. Totals' 6252.01 4063.1 retail 6252.0 6252.0 For aomaliacca: Proposed total SHGC x A shall not exceed Target lobe SHGC x A NOTE: 1897 NREC revisions allow SHGC compliance for vertical and overhead glazing to be calculated together. The 1994 Forms required separate calculations for vertical and overhead gluing. Target Area Adjustment Calculations OlazPeg Area Opaque Ana Gross Elterkr Will Alai Proposal Areas: Nwnueraa values Veined in calculations below. OOP overAtka Otherlloels Watts OGe 00■ v0• 6252.0 111000.0 30913.0 30203.0 x Mai Gestate Area (Table 11.1) 40.Ot } 100 Target 00 Mae et Reiff ever Antes Roofs ever Arles Other Roofs Oust 13262.0 Max 00 RsmsPi ig Proposed OpsawArea I111000.0 } Maximum Target Glazing Area I13202.0 I Target 00 Area le Other Reefs r..y tosser 13282.0 on Tale v0 Arae 6212.0, Proposed OC Area y Target OG Anal Tar9M OPaw Ana Proposal Osaaw Ares Proeeeed VO Area Wells[ 30513.0 I + I 6232.0 I Note: it sears s mere Man on.Iyos et eat. the Target VG Ares may oe stwOlbeled among them, and separats Tarrgst It we Target Areas for ONave Wells ssbs en gee kont mWl iius$ s total calculated here. 111000.0. Target VO Araa T W Oeaeve Arse 6232.0 J,0l23.0 , padaa Ann and. 1997 Washington State Nonresidential Energy Coda Corn lianas Form Building Permit Plans Checklist ENV -CHK 1117 Wr .s i l Stela No rwMral bropr C l• Comilin we Fees Gown, Jur a Hits ProlaclAddrws eaa101e1Y aeractwsta Dale 7/15/99 The following Information Vishi nglon State is necessary to crteck a building pe+mit application for compliance with the building envelope ti quiremalta in the Nonmeidsntiel Energy Code. • eppYnbility (yes, no, n.a.) Cods Section ICanponeflt Information Required t oation OnPIM Building Deportment NM'S GENERAL REQUIREMENTS (Sections 1301.1314) 1301 Scapa un00naf0nl0 soaces lunette on DIMS 0 allowed yea 1302 Sooe nest typo °thaw it -oter% indicate On Olen Vial !lactic nfntanos Mat a net allOwed ft.*. 1310 2 Sa oheese4 spoon Sem-ho a spaces I0en*Nd On Dlans 11 meowed 1311 Mullion YN I• 1311.1 Inail. esla11Yon Malmo dtrt1Nq and Ots,ancI; yea 13112 Rosa being wsut. indicate fl•vaue on rod sections Ior attics and abet roofs; holiest* Osararws for attic insulabon; InOlce• 03s1133 Y au* crams In$take0; Indiana face sampling of sand bath n. a. 1311.3 W31 nsWppr Indicate Rimini* on wait sections: Indices,' has sauna of food bans; Indicate .pave grade extenor insulation Is Drcteceea: Indicate loose-al cote insulation for masonry will es moss: Indicate neat capacity Of masonry walls if masonry ooeon is used or if credit taken in ENVSTD: n. a. 1311.• Floor 1.143(1011 I44l0a14 R•vtele On floor seC0011$ Indicate subetan0el contact with solace; In010310 3u000n3 not m0r0 th5n 24' o.C.: Indicate that insulation does not block airflow through foundation vents n. a. 1311.5 sue-on -gnu Poor I110icate Roane on was section Or founOseon detail; Indicate Yap n.1.133dn emends down vertically 24" from tip; Indicate 30Ore grade extenor Insulation is orotec'.eo n.a. 1311.0 Raba* Boor Indicate R•vaele on wall section or foundation Mail; Indicate stab rquWion extends down venially 30' from tie top: Indicate tome grade extenor insulation is prowcMd; Invests insulation also under enema Pan where r •'d. • Official n. a. 1312 sang and doors • roods Waimea • gluing area lrnC • • both - vertical and overhead) as pwreant of gross wait area pea 1312.1 U4aclota SMCC a SC Indicate glaring end door U•factors on 0Il=ng aro door 1CrMOula (pitman area.weig1te0 Cikulatlons a necessary►: Indicate if values an NFRC or default, if vamws ere dOfauk then $peaty *sate type. glaring Layers, gap3l051, lose coatings. gas Minos Indicate gismo SalW neat Gan coefficient Or shading 00sMcent on gracing scMOule (provide aaawdgtasd calculalia• as nice ) 4.4. 1312.2 1313 •easUe court" n.3. 1313.1 Vapor relators Indicate vapor reorders on wain !Olt ii44 ■ 1313.2 Roaeookno vaa.it. Indicate vegan reorder on rod section; rndfeare vso. retard. wren staled seams for non•woo0 strut. 4.4. 1313.3 Wee vapor rea0ar truMate vapor retatdar on wail section , ., n. a. T r.� 1313.4 F10or vapor retarder !maul' vapor rprdar on Poor N600n n. a. 1313.3 Cra.1 sone veo. vet. Inmate six nw Naca payer/We ovenapaed 12- On ground 1314 At Weems Toe 6.4. 'n. 1314.1 0110g. envd. searng In0letla seeleg, caulking, Qaaketng, and wealnarstrrpprrg 1314.2 Gumshoe" sealing IndiWaweearaWrppwg a. 1314.3 Aaa.1nh as Ouch Indicate ageing. cawkn9 end oesk3lrg PRESCRIPTNE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) yea rove Sias. Form Compered and a0ached. Provide canponent per/offence workout it net esaen Provide ENVSTD scan 1 output it neateeary no" a !!town for any eueseen. grata eielsnatlon: 1997 Wash' , tan State Nonresidential Ene Cods Com fiance Form Building Permit Plans Checklist 1•17 WMqierMn 61•8 enwer Cole Camara Perm ENV -CHK M • June le envelope - Genera: Rtquarements 1311 Insulation 1311.1 Installation Requirements: Al insulation materials shal be installed acoordng to the manda:ttrer's instructions to achieve proper densities, maintain aeerances, and maintain uniform R- values. To the maximum Want possible. insulation shall extend over the ful mmponert area to the intended R. value. 1311.2 RoofCeiling Insulation: 0pen -flown or poured loose - fifi insulati on may be used in attic spaces where the slope d the ceiling is not more than 3/12 and there is at least thirty Inches of dear distance from the top d the bottam chord of the truss or calling joist to the underside d the sheathing atthe roof ridge. When eave vents reinstated, baffling of the vent openings shal be provided so as to deflect the incoming air above the surface of the insulation Where lighting fixtures ate recessed into a suspended or exposed grid ceiling, the rod / ceiing assembly shal be insulated in a location other than treaty on the suspended ceiling Exception: Type IC reed recessed lighting fixtures. Where Installed In wood framing. faced batt insulation shall be face stapled 1311.3 Wall Insulation: Exterior veil cavities isolated dunng framing shall be fully nstaated to the levels of the surrounding wads. When instated in wood framing, faced bait insulation shat be face stalled Above grade etterior insulation shall be protected 1311.4 Floor Insulation: Flom Insulation shal be installed in a permanent manner in substartal contact with the surface being insulated. Insulation supports shat be installed so spaeing is not more than twenty4otr inches on center. Installed insulation shall not More the airflow ttrough foundation vents. 1311.5 Slab- Om:hada Floor. Slab -on -grade insuation installed inside the foundation wall shell extend downward from the top d the slab a minimum cadence d twenty-four inches or to the top d the botinp, Micrevs' is less. Insulation installed outside the foundation shall attend downwrerd a minimum of twenty -tour inches or to the tramline. Midlevel is greater. Above grade insulation shall be protected Exception: For mondilhhic crabs. the insulation shall extend downward tam the top of the slab to the baton of the bating. 1311.6 Radiant Floors (on or below grade): Sleb.on.grede insulation shall extend downward flan the top of the slab a minimum distance of chilly- six inches or downward to the top d the footing and harizortal for an aggregate d not Is than thirty -six inches. If required by the balding (Acid where sOl conditions warrant such insulation. late entire area of a radiant floor shag be thermally isolated from the std. Where a soi gas control system is provided below the radar* door, which results in increased convective flow below the radiant floor, the radiant floor shall be thermally isolated tom the sub -floor grand layer. 1312 Glazing and Moors 1312.1 Standard Procedure for Determination of dazing and Door U.Factors: UIfaetars for glazing and doors shall be determined certified and labeled in accordance with Standard RS,31 by a certified independent agency licensed by the National Fenestration Rating Oared (NFRC). Compliance shat be based on the Residendd or the Nonrettidertia Modal Size Product samples used for U- faction delenninaions shall be production line urits or represerestive d units as purchased by the consun fir or contractor. Urlabdad glazing and doors shal be assigned the default U ?acts r n Sedxion 2006. 13122 Saar tint Gain Coraldent and Shading Caefftciera: Solar Heat Gain Coeficient(SHGq, shall be determined certified and WNW in accordance pith the National Fenestration Rating Council (NFRC) Standard by a certified independent agency, icersed by the NFRC. Exception: Shading cosfaents (5C) shall bean acceptable alternate for compliance with solar had gain coefficient regt1rements. among coeffidents for glazing shall betaken trap Chapter 27 of Standard RS-27 or from the manufacttrees test data 1313 Moisttrtt Control 1313.1 Vapor Retarders: Vapor retarders shall be instated on the warm side (in winter) d insulation as required by tts section receptor Vapor retarder installed with net more than 113 of the nominal R -vaiue between it and the condidcned space 1313.2 Roof /Ceiling Assemblies: Roodceling assemblies where the ventilation space above the insulation is less than an average of twelve inches shall be provided with a vapor retarder. Rod / ceiing assemblies ■ithott a vented airspace, where neither the root deck nor me rod structure are made d wood. snail provide a continuous vapor retarder with' taped seams. Exception: Vapor retarders need not be provided where dl of the insulation is installed between the roof membrane and the structural rod deck 1313.3 Walls: Wells separating cartooned space from unconditioned spice shalt be receded with a vapor retarder, 1313.4 Floors: Floors separatng condrloned space tom encondidoneo spice shal be provided with a vapor retarder. 1313.3 Crawl Spaces: A ground cover ce six nil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within trawl spaces. The ground cover shall be overlapped twelve intones mirimum et the joints end shat extend to the foundation wee Exception The ground coder may be omitted in craw spaces If the oravl space has a concrete slab Iloor with a mirimum thickness d three and one -half incites. 1314 Air Leakage 1314.1 Building Envdope: The requirements of this section shall apply to building dements separatirn conditioned from unconditioned spaces. Exterior joirts around windows and door frames, openings between welts and foundation, between walls and roof and wal panels; opentrgs at penetrations d utility services through walls, goers, and roofs; and all other , openings in the btsldng envelope snail be sealed caulked, gasketed or weaherstnpped to time ar leakage. 1314`2 Glazing and Doors: Doors and operable glaring , separating condloned from unoatditioned space shall be weetherstripped. Fixed wiroows shall be tight feting with glue retained by stops with sealant or caulking ail around Exception Openings that are required to be fire resistant 1314.3 Building Assembles tirades Ducts or Plenums: Building assemblies tried as ducts or plenhms shell be sealed. eduikad. end oaf katad to lint ar balm= Worksheet 3b ROOF TT-FACTORS As halt • es on ood Deck Soo Table 31 kw A- valon of wood Jon. Sao Table 30 for R- vain* ofesphaf shingles and roof roll wed and mount waabdard. Built -up Roof on Metal Deck See MA 9a fa R- vaiwsofnletaf auagano ail don. Soo Tat* 36brA- velino of soling manila& and wpm" watoad Sao Table 3d for R- Pro}ect Name: rA: w.-Y Page: (a) l sya (b) Osaoiplbn (a) Paid (d) Pi-value Seerter swims Waving Air , , 0.17 i A Shingle NIA 0.44 v 0 Aepnmm AO N/A 0.15 ,wlflo a C Wood Deck/ Sheathing . Wirier Finish D Wood Jo*, Yuen i3MIAr . • 0.01 E Interior Finish L Warsaw. invert Ns MOM* in line 1 O.0 7 , hairier Slit Air 0.62 S ace A 1. Toad column (d) 2. U•fecta. Invert the amount in Noe 1 (a) Layer (b) Ossafptlon (o) Nail (d) Ronk* • E'°smi0r Surface Idovirmg Ail 1 . 0.17 A a 61"— tar w" As p1-14 LT 12C 0F/ �Zet rig" Orr- 2. '`0.7 e o c w , 3i�e)ttro d, • 1I • o ,wlflo a 5-,4'pr,y CD .7-7 . Wirier Finish • Surface 1 i3MIAr . • 0.01 1. Tafal column (d) • I 1 r L Warsaw. invert Ns MOM* in line 1 O.0 7 VIP VS Rae laoi w •y0,1■ ,•111o. WALL IF- FACTORS.. Brick on Block Wail Srt 16663a fa► Ff. Wawa framing, krtial bom Star MOM 3bforR. 1!>M/tt 6I Wick War and mum nano nt Sae TON 3o for A- Insulated Concrete (a) lairs (°I OamMekir (o) Moil (r) Whim i Sheens 1lorirr1'w ;:; •'w‘•.,.d • 0.17 A . eMdc r 6,5 i7.iP I A Air smog insulellen . a • c Carom elodt '' • • :4;• ,,..: •r, ,. 0 Frtannyr Miaaloion ineadston o . e %laarran N0IOOrd • km*. Suttees Suttees SO • E 0.11 1. Too column (d) ©5 2. U- besot. Invert M swum In ins 1 �` ' t a(tt .e IL_ Y ' N) Larytr (I) OsmondMon (a! 0••1 (d) 1,141rtbat Enertal Mom AM � Mr b ..r.q1. � t;5:,, • Ipt ✓li: 0.17 • • A Commie a cStott 6,5 i7.iP arl% insulellen • '' • • :4;• ,,..: •r, ,. ..:, 3 Vii; •: • C ineadston ,L../ �• • 0 • E owes 5,4o ©5 Alt �` ' t a(tt .e IL_ Y ' OEM hest* BYIrOt 1. Tad =We (d) . r 9. li. 2. 1041•20r Invent. ensure ilIns 1 • All 1414? 10 50.-• 12.-.2 .zc t1 v.elf 29.8 lrif Aa1 Blair r«aeaM1e$ ins• Table S U•Faesass for Vuioas Vostrsdas llsidt is ZMr 1t2-17 1failai Mai 0* Ope kO 10160 Albs 101 orisolai %1r4 4, I1 Gales Ceaa Use el .1 Q. Glee. Alsa'- Ahrina• 1110ar r1.1 40.ins Mann Ilabinaa anima Mr Slab kni d anew NMIV Ursa Thant Almi110a 114W 111400411 lawn 11aaal alrlusa Oren bush 03009.6% 11 4 Mq• 10i 11011 C41geld 4140 1 2 3 4 5 7 1 9 10 It 13 13 14 15 16 17 1� 20 21 22 75 14 25 21 27 21 39 30 51 32 35 34 35 56 37 3a 59 41 11 43 43 51/0e Gant 1A ra 04s LM 1/1 a. sniypMar6 10 IA a +aybn Marls ar( a.nke Ging I/1 a slaw 1/2 h arrow 1/1 16. rya ant 1/1 Ia ata nee L04 4la arc 4!! 041 144 ass asr *41 445 457 o.ake Cladaa, e • 1.41 M fwfaee 1 to! I /1l aim .ln la wart 044 I/l a ails an , all 1R is arpr Rub 011 Make Qua..e • 100 as adage 3 s I/1 a inn 10 1/1 k alma 110 I/1 w.1rnr ap a 113 1/113 arra ins 036 13.64 Glaalr0, • • 030 .0 arias 2 eel 1/4 a. Wfps 445 1/213 alma '.TS I/1 as alms an 041 1/1 la aria mar 134 D 4k G1a1.1, 0.0.10.. ar40s 2 4.1 1/4 rti awn 300 1/11. wan 032 1/1 is arp Ism 045 VI a art. an 127 Oa161e Casdag. a •0.15 as =fan 2 ar! INlagist 0.40 In la Inn 030 1 /1K ups wee •4J IR la alp. was 025 042 45L 150 *54 4!0 44 034 050 457 350 352 0.44 055 443 150 444 354 10 444 44: 127 1.11 111 IJ1 096 cal or OM al 140 0.14 012 0,71 0.>0 014 0.72 019 076 OJ2 0.75 0.73 0.7! 071 0,71 0.74 ail 0.;. 0.0 0.71 06i 1:6 0.17 0.74 all Triple Maki 1/1 a anon 040 an IN VI P. rrfpao ON au 07 1 //li. wpm gs 434 145 019 V2 b. bpi *s 441 1141 165 bale wNq,. eat) .a Garbs 23,4. srS 9/4 a anon 437 441 4.69 IA 91, anon 92S 142 412 I/4 N. apt ins 324 40 144 I/1101. 0111010 s 122 10 941 Vale inisi3O.121.aaw0aa01r3ad4ar3 1/4 is aifpaa 4» 445 145 V2k*inn 32S 031 a14 1/1 la ap.tm 427 411 0.11 1R a a f. gals an 134 036 TrIpIs11.1•0 .•al1 as swims 2 r! W 4.r S I/41. lams 417 ' 141 0.61 la /aa ps sit .s1,17 417 IA 1a MINI was 421 u/ 119 1/1 Ua alp. torn 114 1!4 a54 Q04001r bang, a•1Nes imam 3.r5..+44r5 41 14 Webs 47 IN 156 45 U140. dins 115 0.05 154 46 IN1aapewas 407 4O a56 47 la a one was Oft Ca ail 45 Ili III 117/10 gam 012 132 051 1.164 037 alt 0.3i 141 054 0.57 0.52 ..fs 051 055 0.47 0.54 049 0,51 15 131 0.47 0.4"9 0.44 ail 146 140 144 117 1.41 0.44 1!9 144 151 0411 136 0.45 R36 419 033 039 .34 636 112 all 490 179 115 037 0.1) 0.35 ail 035 0.50 052 140 453 au 110 0.45 0.51 0.44 1.46 0.41 0,49 0.42 114 039 0.41 141 0.43 331 044 0.10 0.41 031 111 0.34 030 034 w 132 034 030 0.37 031 0.3 all 131 021 03• 327 127 Hat 1. Alba a111ri/aa/amibli Wks Nadi Oaan rsladwk1d� moo ln/MnldM.rimllrralasllt W7s7YiarONlyllrlar..lat an/bierit1010a1inInt lift was maim dij1abw,wad dory�00 d 0111. riililr OUR oil* mg s 0i4 alildlon kr Tr Ian kallad7rMierbrep. 0.09 an 04,1 155 111 1S3 RN 053 4u 0,50 144 0:51 145 147 143 141 142 0.4i 133 117 141 142 137 144 139 044 136 043 151 149 137 141 471 476 149 141 146 4113 aq 142 144 140 145 140 141 137 443 136 131 133 0.11 435 134 031 0.40 1.33 031 430 0511 431 0.51 43: 440 135 155 331 037 1.32 033 an 047 all 033 329 13' '0.54 131 127 133 0.111 329 136 116 1133 127 an an 135 120 127 123 121 124 025 an as 199 lac 101 192 140 049 045 3611 ' 117 346 119 10 ' as+ 10 140 133 au all �I41. 151 ,457. till 159 433 033 0.47 041 153 0.55 4.14 15, 1153 053 144 152 144 151 144 135 40 051 /o 1s1 R43 146 149 117 039 142 037 141 07 0.41 134 149 on all. 152 132 131 046 0.41 141 aft 143 aK 0.31 031 0111 0.44 337 ' 0.91 054 0.91 11.54 050 155 143 154 147 050 off 1.51 ' 144 016 011 041 110 142 036 4.44 137 140 133 145 0.36 130 032 0.41 0.42 142 0,31 145 039 441 OW 0.44 151 0.17 031 140 034 154 4.19 441 133 155 031 030 151' 134 421 1.34 all 1111 131 tali 154 037 0311 121 0.55 025 36. 1. 32 .7 023 01l 1s /40 131 054 109 0.56 0.511 0.51 ale 153 047 0.49 344 0.51 144 146 0.10 0.41 059 0.42 035 0.15 037 0.39 0.33 0.N 035 0.51 0.31 041 133 041 137 130 033 a.1 034 136 029 0.14 0.53 025 127 021 0.21 an 124 121 021 131 u ea 1s ILO 11.90 RO. 151 0.41 00 10 111' 4i/ 411; 143 4V, a• 1.51' ail 01.1" an 1 A 0001111*asaisaaidll 4 11040 014 60 atbauliRlelpk of *fa nab inmama 11y pan Mtn 1111aa/a1 Nlde%a6 dm* mod. Sri aab11r1s aIe 0.53 s ** 'I) Mr Oran 100.1. 111a10 411110101t011p/mta rt. 61r1Md0lawse sot Ups*. aka ommol•erna awesit/1, O d0ssdplralr .fadljrl{1*Orltralt Jan 22 01 04:46p Rob King Attention: Mr. Ken Nelson Company: City of Tukwila Fax Number: 206- 4313665 Voice Number: From: Rob King Company: R C Construction & Management Inc, Fax Number: 425- 778 -3921 Voice Number: 425- 778 -1921 tr ?S2 y,.f:Lru.4r: �;i }tom 425 -778 -3921 Date: 1/22/01 Number of Pages: 2 Subject: Sign off of Roof recover permit at Parkway Super nter p.1 M l'Act -00E3 Comments: Ken, Attached is the letter you had requested, in order to allow thct sign off of our re -roof at the above center. Please review, and sign off the Permit. If you have any questions, please ffaI free to contact me or Art Rack Directly. He walked the roof and provided the necessary calculations to determine that the minor ponding present, will not cause any life safty issues. Rob King RECEIVED CITY OF TUKWILA JAN 2 32001 Jan 22 01 04:46p JAN-22 -2001 16 21 January 22, 2001 Rob King R. C. Consulting 20503 88th Ave. West Edmonds WA. 98026 Attention: Mr. Rob King li A TR Engineering Inc. 9929 SW 206th CT vashoo WA. 980711 (206) 467.5735 1 Subjgpl� Sunercenter (Southcenterl / Roof Pond inn Dear Rob, 425 -778 -3821 P.01 p.2 1 have reviewed the two roof framing members that would be most affected by the estimated roof ponding due to the existing scupper location, The ponds are due to design flaws at the time of cons' action, and are located along the perimeter walls of the building, Maximum estimated ponding is 1 -1/2 inches. after that the scuppers would be activated. My engineering review focused on the members most likely to be affected by potential ponding, those along the perimeter walls. Both the 2x4 joists and the 4x 14 purlins are adequate to accommodate any additional loads due to estimated pondinq. However, both members would be at the extreme limits of their carrying capacity, especially in the bending mode. In terms of live safety, I would say that the additional loading due to ponding would not cause a catastrophic roof failure collapse. Rather, the joists along the perimeter of the roof, at the ponding locations, might deflect and cause localized water damage to both roof and building contents. The purling, although stressed to their maximum, would maintain their integrity. In summary: The existing roof system has shown, over a 20 year time span, the ability to safely carry anticipated design live (snow) plus dead loads. The minimal effects due to ponding (only 6% of the total load) does not post a threat to life safety. if you have any questions regarding this information. please feel free to call. Sincerel , 5T- R.."1. Arthur T. Rack P.E. Principal May 28, 1999 C. City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Rob King 20503 88th Avenue W Edmonds, WA 98026 RE: Letter of Incomplete Application #1 Development Permit Application Number MI99 -0087 Bon Marche 17750 Southcenter Py Dear Mr. King: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on May 25, 1999 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206)431 -3677, if you have any questions regarding the following: 1. Provide documented compliance to W.S.E.C. Section 1132.1 (insulation). The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit two (2) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. Sincerely, Brenda Holt Penn it Coordinator encl File: Permit File No. MI99 -0087 May 5, 2000 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Rob King MBK Northwest 20503 88th Ave West Edmonds Wa 98026 RE: Permit Status MI99 -0087 17740 Southcenter Parkway Dear Mr King: In reviewing our current permit files, it appears that your permit for a re -roof issued on August 2, 1999, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206)433 -7165 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician Xc: Permit File No. M199 -0087 Duane Griffin, Building Official Jul 21 99 04:47p Attention: Mr. Ken Nelson 425 - 778 -3921 Date: 7/21/99 Company: City of tukwila Number of Pages: Fax Number: 206- 431 -3665 Voice Number: 206 -431 -3670 From: Rob King Company: R. C. Construction & Management Fax Number: 425 - 778 -3921 Voice Number: 425 - 778 -1921 Subject: Parkway Supercenter 3 , 1 I _ 2 2 1 9 9 9 RECEIVED - DEV� OPMENT Comments: Letter and diagram to Building Official, Ken Nelson. p.1 May 28, 1999 a�keennv ..,a.•i.YS*:rnN.xInCrxresa1r r...n.......... c City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Rob King 20503 88th Avenue W Edmonds, WA 98026 RE: Letter of Incomplete Application #1 Development Permit Application Number MI99 -0087 Bon Marche 17750 Southcenter Py Dear Mr. King: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on May 25, 1999 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206)431 -3677, if you have any questions regarding the following: 1. Provide documented compliance to W.S.E.C. Section 1132.1 (insulation). The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit two (2) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. Sincerely, U�znAada!- Brenda Holt Permit Coordinator encl File: Permit File No. M199 -0087 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER M199 -0087 ' DATE.. PROJECT NAME: BON MARCHE Original Plan Submittal Response to Correction Letter.# _ Response to Incomplete Letter Revision # After Permit:ls,Issued DEPARTMENTS: Building Division Public Works Fl n Fire Prevention Structural n n Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 7 -20 -99 Not Applicable n TUES /THURS ROUTING: Please Route n Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 8-17-99 Approved ri Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions C Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: U'RROUTE.DOC Pet Cood.CiP( PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI99 -0087. DATE: 5- 25 -99. PROJECT NAME: BON MARCHE SOUTHCENTER'PARKWAY XX Original Plan Submittal Response to Incomplete Letter Revision # _ After Permit Is Issued . . Response to Correction Letter # DEPARTMENTS: 11 B i r ling Division Public Works v 6 / Fire Prevention 1- z-1 ? Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Li Comments: 1 till. .61 :r TUES /THURS ROUTING: Incomplete u01 DUE DATE: 5 -27 -99 Not Applicable Routed by Staff Please Route No further Review Required (if routed by staff, make copy to master file and enter into Sierra) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions n REVIEWER'S INITIALS: DUE DATE: 6 -24 -99 Not Approved (attach comments) DATE: CORRECTION DETERMINATION: Approved Approved with Conditionsn DUE DATE: Not Approved (attach comments) REVIEWER'S INITIALS: DATE: \PR- ROUTE.DOC CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Date: — /y — `� Plan Check/Permit Number: fr1iM' O08I Response to Incomplete Letter ❑ Response to Correction Letter ❑ Revision after Permit Issued Project Name: Ooh M 0440 Project Address: 111,0 teititsicoirg•• peb Contact Person: Phone Number: Summary of Revision: 1 k p JrMkTto1kk &.cn ( 9Vti Fs2 -tr' Ever Loss cuc.t-rcEM �t-vic ItivE.aN■ CAGAN EElLs • K— Q,cr lR49,6 fiuE4 Sheet Number(s) RECENED CITY OF TUKWILA "Cloud" or highlight all areas of revisions and date revisions. Submitted to City of Tukwila Permit Center El/Entered in Sierra on % °19-4/� JUL 9 1999 PERMIT CENTER „ , • 04 ;I ,To.4atAtiig7„0.4t1.171`41:7:Airi. fl.VAN,Itk'rl.:(41,1/i12,110:17iSkti x;1105,01.1-'44..ggilAeittlftnctietre.fl.W.41,,R1V3V4tr.Vntta.m.a..oRttoaa.isommoon-v...vonoe.ronvolourrms., C • C