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HomeMy WebLinkAboutPermit D10-182 - M3 BUSINESS CENTER - BUILDING A - REROOFM3 BUSINESS CENTER BiTILDING A 1001 ANDOVER PK E D10 -182 City oPfukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 2623049019 Address: 1001 ANDOVER PK E TUKW Suite No: Project Name: M3 BUSINESS CENTER - BUILDING A Permit Number: D10 -182 Issue Date: 06/24/2011 Permit Expires On: 12/21/2011 Owner: Name: M3 PROPERTIES LLC Address: C/O JSH PROPERTIES INC , 555 S RENTON VILLAGE PL #100 98055 Contact Person: Name: MATT ALLEN Address: 20203 BROADWAY AV , SNOHOMISH WA 98296 Contractor: Name: SNYDER ROOFING OF WASH LLC Address: 20203 BROADWAY AV , SNOHOMISH WA 98296 Contractor License No: SNYDERW014MT Phone: 425- 402 -1848 Phone: 425 402 -1848 Expiration Date: 06/01/2013 DESCRIPTION OF WORK: REMOVE EXISTING BUILT -UP ROOFING ASSEMBLY AND ROOF RELATED FLASHINGS, SUPPLY AND INSTALL NEW BUILT -UP ROOFING ASSEMBLY OVER EXISTING PLYWOOD SHEATHING Value of Construction: $507,600.00 Fees Collected: $7,978.13 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: Occupancy per IBC: 0008 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D10 -182 Printed: 06 -24 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read an governing this work will be complie N N N Number: 0 Size (Inches): 0 Start Timo: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Tim a: End Time: Private: Profit: N Private: Date: Public: Non - Profit: N Public: at v- ed this permit and klow the same to be true and correct. All provisions of law and ordinances whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit and agree to the conditions attached The granting of this permit does not pr construction or the performance of work. to this permit. Signature: Print Name: RI IAN l LLD Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless apps oved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous mate:aal from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: Manufacturers installation instructions shall be available on tae job site at the time of inspection. doc: IBC -7/10 D10 -182 Printed: 06 -24 -2011 7: Prior to final inspection for this building At, a copy of the roof membrane manufacturewarranty certificate shall be provided to the building inspector. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: Application of roof coverings with the use of an open -flame devices requires a separate permit from the Tukwila Fire Department located at 444 Andover Park East, Tukwila, Washington, 98188; telephone - (206)575 -4407. There shall be not less than one multi- purpose portable fire extinguisher with a minimum 2 -A 20 -B:C rating on the roof being covered or repaired. (IFC 105.6.24, 1417.3) 12: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 13: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 14: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D10 -182 Printed: 06 -24 -2011 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hitp:/lwww.ci.tukwilawa.us AilecliamcatTe. _ mbin5/0..as431r,ermitt . 111) IC:AWOitk 01,T,A -r • ,e`'.(kokiofficeAspOtdoct.-t Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** — ctKing Co Assessor's Tax No.: 4-1 Site Address: CO I1 - 4%1 At300.■;30.. PAttc- EAST iuustio. A Suite Number: Tenant Name: R3 GOSiNciss Lemea. ttourtike. ir MAWS Property Owners Name: RIctkikith 514■00V-e" IsticAAEL SNoxe Esa • New Tenant: Floor: 0 Yes „No clo ruogiblo L.L.P. Mailing Address: S65 Sami &gal , qi Nix& ios Ankca.cs City State ?A7i Zip eci.xfrl.T:Nurtd:..t-;:izrrekr;,f-rA.,4;,::APPAt.tg .—rwho.domexontact,wheninur • 414.91.46.;47:-1/44.4.trM;7aZ---VaMlgiOVi41/44;rks'ir • - A Name: Roar AikrA) Mailing Address: AOA03 RIZAA01.11261 Aocw.)a E-Mail Address: c# Ile,A e Day Telephone: (VS) cioZ 18'18 ibt-‘61.1 City Fax Number: (Lai ) 1.4 State 9016 Zip ' ett Grn a ,1/4.1/4.-.Aiwv,A1„.... • , agoittraacir 4nforoitfoi:Mechinienypg4)%fgr'ElninkinelinkGasfgifiirig;(110) Company Name: Mailing Address: 200103 groAD I,JA4 AVeNOI SO1 Det Lc IA* IAA ILL 13A City State Zip Day Telephone: (-0) 402 /918 Fax Number: (Lig) 398 qqqq 98,216 Contact Person: NATI AuZ•6) E-Mail Address: Mo. IleA 6,1\pletrooCin3. oft.% Contractor Registration Number: „•.. Expiration Date: AA - r ' L vic,11.planStintisplieiivetlitamesed,liyArchifettiot ;., Company Name: Mailing Address: Contact Person: E-Mail Address: city Day Telephone: Fax' Number: State Zip - • • '4.- ENGINEEROFii;• 'sln.tisrlieffeVStitniped,L: ligineer'n 0,itecor , ■4-.` 4 1Z•V.-^. '•ilq(s.,,AWW7`L'N?"‘1/4 .4-4igil■-z•.? ft+Orti4Akt.,A14.1.*•..zr . . Company Name: Retss 3.;), . EL ttelez Mailing Address: 1894,0 kiart,y2A Contact Person: 131-13 13120;,31 gay...auAtO .31l 393 E-Mail Address: Se rkz... AC+ HAApplicatiortsTorms-Applications On Line12009 Applications \1-2009 - Permit Appliestion.doe Revised: 1-2009 bh MRIANA CA City State Day Telephone: (81) 757- /5o1 Fax Number: (818) 751- MI 9f3S■&- M30 Zip Page 1 of 6 iBUILDII�IG�PE"Ryfi ;INTO f5 O1! ..« .rte... . bt ..�•., a.�7r .FJ'...r f1 �... P�''?�r- .i Y .A, Valuation of Project (contractor's bid price): $_ SO7, b00. tr) Scope of Work (please provide detailed information): gi.A.01■6 A . Ems-0 M )U i1 ' UP )R$ Q4 AS5G41314 AM) 41 t eitrtsa RAStlu.s crrcY i 1u4tAcc. Buct - F10. nn A56 ALV t1P 0-VA- G,usrlV i7L`lvR� S/f6ATr111Ub Existing Building Valuation: $ i o,ww A, 4 • SJPPL1 AP4 101Au. (Lr Auckto4s s%rowv ),:r+w,m.$ ,51,52; $3 Will there be new rack storage? ❑ Yes ®..1\o If yes, a separate permit and plan submittal will be required. ^.-F! - 5 -� 74, 4 } s. "`Ya•1++,{` .� `s7'i Vii": rovole All - Budding gkreasan f S uIifre FootagexBelow`' ce , S V: 4 f 1 -. .,i qP + `( al .� 4AL + + .�1 _ f d' b , , ` ¢ ;'� ;, b / Y f %, .t_ "{� 31 Ixisim ?.r :.. g` r f.l.,, y`V' .' �.� , 7! i x 'T nferi3r'�Re`m'"o 1 a *-Addition to � CIF,T •:"L'''5,.... � / fi .Irxl:sting- gJit$ .,,V;,-'1.1r. ; Structure '?. iay y� # � 15. r. j Y • � ;� :.„,.. ', , 'a cyf�4 'l ' . New;�s, • t ..1715n - f : �`Y( � .o..C.x+. Con "tructlon,pe • w m kJ.° •f ii, �' -, �I I13Q, -- .: ,, �Lype•of ,a- 4'/:�.v1�. +` I Occupan�.}�pe ,'IBGs�? t r,1 ./-0, /-0 c cgs q 4 , • 1O1T i PERMIT APPLICATION NOT Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AU HORIZED AGENT: Signature: .i Print Name: akt1N) Mailing Address: ,iZOIA3 gAohotAi AAEo4oc. Date: 6/ Day Telephone: (42s) ( e. le" SW plants 4 City Wfl State ka 216 Zip IDate Application Accepted: Date Application Expires: Staff Initials: H:\Applications\Forms- Applications On Line\2009 Applications 11-2009 - Permit Application.doc Revised: 1 -2009 bh Page 6 of 6 PLUMBING AND GAS PIPING PERMIT INFORMATIC PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty < Fixture Type. Qty ` ".Fixture Type: " " Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and /or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in Lawn sprinkler backflow protections over 5 Gas piping outlets H:\Applications\Forms - Applications On- Line\2009 Applications \1 -2009 Permit Application.doc Revised: 1-2009 bh Page 5 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049019 Permit Number: D10 -182 Address: 1001 ANDOVER PK E TUKW Status: PENDING Suite No: Applied Date: 07/16/2010 Applicant: M3 BUSINESS CENTER - BUILDING A Issue Date: Receipt No.: R10 -01330 Initials: WER User ID: 1655 Payment Amount: $3,141.13 Payment Date: 07/16/2010 03:59 PM Balance: $4,837.00 Payee: SNYDER ROOFING OF WASHINGTON TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3285 3,141.13 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 3,141.13 Total: $3,141.13 PAYMENT RECEIVED doc: Receipt -06 Printed: 07 -16 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 2623049019 Permit Number: D10-182 Address: 1001 ANDOVER PK E TUKW Status: APPROVED Suite No: Applied Date: 07/16/2010 Applicant: M3 BUSINESS CENTER - BUILDING A Issue Date: Receipt No.: R11 -01310 Payment Amount: $4,837.00 Initials: JEM Payment Date: 06/24/2011 04:18 PM User ID: 1165 Balance: $0.00 Payee: SNYDER ROOFING OF WASHINGTON, LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3461 4,837.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $4,837.00 4,832.50 4.50 doc: Receipt -06 Printed: 06 -24 -2011 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. "I CITY .OF' TUKWILA BUILDING DIVISION �/' 6360.Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 'Permit Inspection Request Line (206) 431 -2451 • Project: A A 3 Type lnspectior: Address: l 0 0 I A Ail) Ok E_ Date Called: Special Instructions: c' g� i t 'Pt: ^ 6 ('� \C Date Wanted:. a.m. p.m. Requester: • Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: .>t ( Inspector: Date: ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: AA� /�/[ Type Inspect' n: _ 4y� Jv SIBe.41t '16 Address: IOoti AJ odkre. Date Called: Special Instructions: Date Wanted: 1 am m ' Z. co „.1 ( p... Requester: No: -7 r-1 4-L5 G t3— (Q5li Approved -per applicable codes. O Corrections required prior to approval. COMMENTS: C t M c) C AA ct,tte4 Inspe Date: .--i - 1. r7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION. NO. INSPECTION RECORD Retain a copy with permit 010 -I� PERMIT NO. CITY OF TUKWILA BUILDING: DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 e. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project 3 Type.Qf Inspection:! ' ,—yam. Address: 1 00 ( /wools Date Called: Special Instructions: • Date Wanted: Requester: Phone No: 425 —273 oS Approved per applicable codes. Corrections required prior to approval. COMMENTS: C ANIce,M31 Inspector: • Date :'1$$ f ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 010 t 82_1 7 •••77-..Y' INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 CITY OF TUKWILA BUILDING DIISION (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projectki 3 . Type of Inspection: g-410 f- sk cdalt '11 6 ' Address: 1 o 0 ( AA I 0 oviLfz, E Date Called: ,...._...., Special Instructions: iii Date Wanted: .._ a.m... p.m. Requester: • Phone i 2S - 2'7 3 - 6 55-4 • DApproved per applicable codes. COMMENTS: /41.■•i• • • 4 ElCorrections required prior to approval. • - • fAriM -4e Pre.A( ri-1\ FIAD s-'() so; &Pt: .-/N \A • ... • 1. . 1.: . .. 7 . • :1 Date: • •. tt 1-7 REINSPECTION FEE REQUIRE%. rior to next inspection'. fee must be ,y. paid at 6300 Southcenter Blvd.. Suite 100. Call to scheduleieinspe.ction. ."; . , .• It• INSPECTION NO. r."(' - :" - -V '- ".R..1-.... _ r„•,a•�rra: =.z sr•."•.-ew•.:. a• — :,,. INSPECTION RECORD Retain a copy with permit PERMIT Na CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 • Project: ` A4 3 Sus•Alw e Type f Inspection: KoaF S1A e.a !A6 Address: 10 3 t A&J t) E. Date Called: , Special Instructions: ‘7/Ct \` ( C Date Wanted: % ` , aim, -7 rl / p.m. Requester: Phone No: gel 34S-r4'7( 34s Approved per applicable codes. ElCorrections required prior to approval. . COMMENTS: �J6- 70 r ale A- - - . ( C C (e A �v'- To I.,1/41 - --,-,er-- 1 Insp ctor. A A , D Date: A REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be •• • :+ paid at 6300 Southcenter Blvd.. Suite 100• Call to schedule reinspection:..:a;: •:.. •4 7 • - . • • • ' • INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project:/,,3 e Type of Inspx ection; r ( t e Address- ■OdUKT itt-A e Date Called: Special Instructions: .b."11 1 f- 1 Date Wanted: '' 1/ Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ( ra-z. F- s LMZ Inspect: Date: ;••:•• REINSPECTION FEE REQUIRED. Prior to next inspection, 'fee mist be. %. t—J paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule ttinspeeticiilio• • • •` • r 1 11T5 USIWSS Gtn tit =Mira t rrrrrrrrmrlrrf rr Lttu it ■R■ saw afRrRRRRRrRR>e1•:00 Gail • • ANDOVER PARK EAST MINKLER BLVD. ,,..111111 dtr ?ultw: qteitPh REVI CODE JUL City BUJLDI ‘.44'01134t WED Fa- OMPLIANCE ROVED 292010 f Tukwila G DIVIRInr i RECEIVED JUL 16 2010 PERMITCENTER 8 0 8 v ps 7 T REVIEWED Par CODE APPanvED COMPLIANCE JUL 2 9 2010 City of Tukwila BUILDING DIVI,4►wm Duo -(8z RECEIVED JUL 16 2010 PERMIT CENTER J:\ 2009 \09141111 \CAD \Structural\ 09141R 141.dwg, 1/6/2010 SCREW (E) B.N. 4 COLUMN & NEW STRAP —YEW Y' WK. a 96" WIDE 164•/ 6' -0• LONG STRAP • 9y' LONG f OF REAP SPLICE k NEW STRAP NEW )L" THK. • 9y' WIDE I6�'/ • 3K• LONG • B' -0• FOND STRAP GENERAL NOTES CENERAIt 1) ALL WORN SHALL CONFORM TO THE REQUIREMENTS OF THE 2001 INTERNATIONAL BUILDING CODE. ASCE 7 -05, 2006 CRY OF LOS ANGELES BUILDING CODE CHAPTER 91 ANO AU. OTHER APPLICABLE REQUIREMENTS ORDERS, ORDINANCES AND REGULATIONS. 2) THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. 3 SCAL EN DIMENSIONS NOT SCALED DIMENSIONS SHALL BE USED. DO NOT ) SCALE DRAWINGS ( ) 4) UNLESS SHOWN OR NOTED OTHERWISE. TYPICAL DETAILS AND GENERAL NOTES SHALL BE USED WHENEVER APPLICABLE. S FURNISH ADEOUACTELL5001100 BRACING. ETC. AS REOUIREO TOO SSAFRELST� E%ECUTE ALL WORK. AND SHALL BE FULLY RESPONSIBLE FOR SANE 6) COPIES OF ALL INSPECTION REPORTS TEST RESULTS. ETC. SHALL BE SENT TO THE STRUCTURAL ENGINEER. 7) PLANS AND DETAILS WERE D BASED U E EVELOPED E UPON A REVIEW Of ) THE OVERALL VIE DRAWINGS O THE THE COSTING TRUCTU AL ENGINEER AND REFLECTS AN NOTIFTl VIEW OF THE FJUSTIAT STRUCTURAL SYSTEM. 6) NOTIFY THE ENGINEER WYEDIATELY Of ANY CONFLICT BETWEEN_ CWINCT SHALL RESOLVED W1117 THEIENGNEER BEFORE PROCEEDING WITH CONSTRUCTION. 9) SEISMIC DESIGN OATH: A) OCCUPANCY carman 11 B) SEISMIC IMPORTANCE FACTOR: b1.0 C) YAPPED SPECTRAL RESPONSE ACCELERATIONS: S v 1.523 9 o) SffE cuss: ro• s, • 0.521 9 E) SPECTRAL RESPONSE COEFFICIENTS s 0.521 a 9 SEISMIC DESIGN STRUCTURAL 'D' 10) ANY MODU'IGTIONS TO STRUCTURAL DESIGN REQUESTED BY CONTRACTOR WILL REQUIRE ENGINEERING SERVICES WHICH ARE SUBJECT TO CHARGES 1) SCREWS AND LAG BOLTS SHALL NOT BE HAMMERED INTO RACE STRUCTURAL STEEL AND MISCELLANEOUS 9TWk 1) STRUCTURAL STEEL MISCELLANEOUS IRON. SHALL CONFORM TO ASTM _ - = A 36. STEEL TUBES SHALL CONFORM TO ASTM A 500 GRADE •B" TY 46 KSL 2) BOLTED CONNECTIONS SHALL CONFORM TO AISC SPECIFICATIONS. USING BOLTS CONFORMING AVM A -307 AND CONNECTING MATERIAL CONFORMING TO AST0 A -S0. 3) WELGNG SHALL BE GONE BY THE SHIEUSE FLECTILIC ARC PROCESS BY QUALIFIED AND 0 UNIFORM WELDERS. USE E -70 SERIES EIECIRODES. A) WELDS SHALL BE UNIFORM IN SIZE AND APPEARANCE AND FREE or PINHOLES• POROSITY• ANO OTHER DEFECTS. REVISIONS 8Y NEW Y•TNK • 91' WIDE 6' STRAP /12 D1' EYBEO. • -0 LONG i) • a Iii'• ur e-r 1YP. 2• -6' 1i .. 2 (E) 4 6 NAILER II GAUGE • 216" v 342' LONG STRAP 0 6' -0. O.C. W/ 6-Y."/ ■ 9S LONG SIMPSON SDS' SCREWS • 3' O.C. IN. (E) ROOF SHTG. SIMPSON "SOS" 3 SIMPSON 002. SCREWS Typ SCREWS SIDE ' 3 16-9 "/ X 9{' LONG mono •505' SCREWS NO 16 -0 005 LONG SIMPSON "505' SCREWS SCREWS w'F • • • VP. EACH SIDE A.( �{ • • • °�P It 1K- M '�` M ® Ism I , _ _- __.._____ ____.._m______________ _ -- - - -._ -... - _ - -- _ • - -_ Male .i � �_ zW i ¢.( 8�a i53 g8 ���iii Bjt � y�a $' gQ 'Y 55 D MggIK Ikt, ;:_ "7_72.7.:=.. T �I�II I ware; - -- -- - -- -- _— (E) k PURUN - -__ -__ 101,4P41 � G�, - (E) 2s ROOF JOIST OR PURUN 1 _ _ (E) L14 (E) �'/ BOLTS O 4'-0. O.C. F SHIN PLATE 6 REQUIRED (E) Sr CONC. WALL ___- (E) GW -LAM OR 6• BEAM TYPICAL CONTINUITY Ilr - (E) GW LAY BEAM TIE DETAIL .._.-- -_— I • v.__ _ ..••••••• (E) PIPE COLUMN TYPICAL CONTINUITY \ BOLU -LAY TIE DETAIL (E) GUI-LAY BEAM TYPICAL CONTINUITY TIE DETAIL 3 /4 " =r -o- BUILDING A" stJ "A" BUILDINGS "A", "B ", "C" Ci-- l 3 /a ~ =r -o~ 1'/ I • , 3/4 =r -o- BUILDINGS "A "B ", "C" s� o ° 7 00. ^- F €,_m ° n W ilz u o • ^'Z M z W t - u g ° y Z Aa D • 9 0 -. uA 0 4.o o� . C u - (E e�.a. +°� (D G" 7 ° 0' e n 4 0) eu U) �' (E) B.N. 4 Of COLUMN a NEW STRAP YEW Y• THK • 3" WIDE 134." / -• 3$' LONG S' -0• LONG STRAP (E) B.N. E OF STRAP k NEW STRAP NEW Y" THN. x 3' WIDE IS -Y4"/ • 9j' LONG 5' -6' LONG STRAP (E) 4.6 NAILER (E7 LS••4• (f7 -0 BOLTS 0 1' -0" O.C. STRAP PER © ® )4"/ 95" ELKO SIMPSON 'TREK HO" SCREW ANCHOR ---- SIYPSONDS• 11 TYP. EACH SIDE I - _ 5145SOCRDS• TYP. EACH SIDE - I PALTERNATE: ATE AT INTERIOR '/ THREADED ROD WITH Y'NT I SQUARE WASHER PLATE AT INTERIOR WALL FACE NSS 3••2'd',• - TY TIP. BEAM s Iii" ttP. - - - -- - - -- - - - - -- ._... - -- -- __ -. -- B�l� _ __i _ ��l� _ 6 • 6' -0' O.C. QOUENCF COMSIRIM",OIJ 1. LOCATE (E) L ROOF JOIST OR PURLINS • ••-0• 0.0. MAX. 2. ATTACH VERTICAL TUBE TIGHT AGAINST WALL AT TOP a BOTTOM (SHIM IF NECESSARY). 3. ATTACH STTRAP TO ROOF JOIST OR PURUN W/ /6 SCREWS STARTING FROM THE WALL SIDE SIMPSON "HOW NOLDOWN EA. SIDE 0 _ 0' -0. O.C. MAX. .. . __ \ )%Q __. ./.. .._.._._ Qty 'II - "' n - - .. (E) 4• PURUN, 7YP. (E) PIPE COUJMN TYPICAL CONTINUITY ®� (E) GLU -LAM BEAM TIE DETAIL _ _ 5) ALL WELDING IS DESIGNED FOR FULL 510? AP. FABRICAQON AND SHOP WELDING SHALL BE PERFORMED IN A SHOP APPROVED BY TMC CITY OF TUNMTLA DEPARTMENT OF BUILDING & SAFETY. 6) FIELD WELDING SHAM BE GONE UNDER CONTINUOUS INSPECTION OF A REGISTERED DEPUTY BUILDING INSPECTOR. . _.._ . - -: :: -' '" "` - "' " "' ®� (E) GlY -{AY OR 6• BEAM (E) PIPE COCAIN TYPICAL CONTINU ` (E) GLU-LAY TIE DETAIL yG5'. g IY 3� ¢ [* 9F»5" "��, \..//J. D'5' ? ^- ° - - - --- _.._..__._.. _...._._ __.... _. (E) INTERIOR CONCRETE WALL 7 fir.'" E BUILDINGS "B ", "C" s1) 3 /4 " =1' -O" BUILDINGS "B ", "C" st 3 /a " =1' -0" std STRUCTURAL PRODUCTS APPROVALS - _. s )D 4 PRODUCT ICC / AL_ (0) PURUN 0 . A OR GIRDER d YIN. rd SIMPSON "SOS" WOOD SCREWS ESR -2236 a -4 SIMPSON "TREN HD' SCREW ANCHOR ESR -2713 I rdlImmmaur .!y =_- /%j ' 44 (E) OWLAY BEAM. (E) PILASTER $••3••1 r2 WASHER PLATE PLAN VIEW A -A i' = I' -0" ALTERNATE WALL ANCHOR 0 PURLIN OR GIRDER . nog; TOR INFO NOT SHOWN OR NOTED SEE DETAIL Q wily TYPICAL WALL ANCHOR DETAIL s TYPICAL DETAIL OF WALL ANCHOR (-1-\ 1 1/2 ~ =1' -o" AT (E) TILT —UP WALL $t 3/4 " =1' -0" AT PILASTER $t 3/4 " =1' -o° Sly 11 12 13 ,4..4... Piy.b" :Wy !'A E2>i JiPl+r.w, ALL WORK IS VOLUNTARY SEISMIC STRENGTHENING 3/4• =1, -0 _ S1 3/4• =1•-0° 51J 3/4 " =1' -0 Sly C14 3/$=1'-0• sty 09141RI REVIEWED FOR C DE COMPLIANCE APPROVED JUL 2 9 2010 B LDING DIVISION 1 RECEIVED JUL 16 2010 PERMIT CENTER Bing Maps Page 1 of 1 Print this page in more readable format: ClickPrint next to the lower -left comer of the map. 11a 11�,14t ��3 y f j(' � J � j af �' {� pp / ` �$S -i, 7 � t `� - ..n-M' r 'ems: . {p l Y `� ".t' Y'^+ +•S�, ?_ y,: 9 '{' _� I •�' i�. Tukisrla Par, } ' 'tea. ` I ' f {:Y[" L ate •fir T - •._t Dr :S"t l �s' o yP, tl „ .�' > 1 �ts'< X• " Y t �! ' ♦ A r- '_`l f a. Minn' in eer Blvd :7_ W ., . _; _. Upland Dr—. ..._. Q4itll8nd Dr - inllnkles Blvd i3 i tij Iv ii `. , l J . Directions A Business, address, or landmark Business, address, or landmark Round - tripAdd to route 1)10- 8 2. B Reverse 8 YL?d'N°6 T�kwil DlV a RECEIVED JUL 16 2010 PERMIT CENTER http: / /www.bing.com/maps /default.aspx ?encType =1 &where 1= Seattle %2c +Washington &F... 7/19/2010 SUBMITTAL M3 BUSINESS CENTER 1001 ANDOVER PARK E TUKWILA, WA 98188 BRIEF WORK DESCRIPTION BUILDING A: COMPLETE REMOVAL OF EXISTING ROOFING AND ROOF RELATED FLASHINGS. SUPPLY AND INSTALL NEW 4 -PLY MODIFIED BITUMEN ASPHALT ROOFING ASSEMBLY WITH NEW ROOF RELATED FLASHINGS. EXISTING ASSEMBLY CONSISTS OF 2 (EACH) ROOF ASSEMBLIES. BUILDING B: COMPLETE REMOVAL OF R PLY MODIFIED BITUMEN ASP FLASHINGS. EXISTING ASSE BUILDING C: TED FLASHINGS. SUPPLY AND INSTALL NEW 4- ROOFING ASSEMBLY WITH NEW ROOF RELATED ONSISTS OF 1 (EACH) ROOF ASSEMBLY. COMPLETE REMOVAL OF EXI SUPPLY AND INSTALL NEW 4 -PL ASSEMBLY WITH NEW ROOF OF 2 (EACH) ROOF ASSEMBL OOFING AND ROOF RELATED FLASHINGS. ODIFIED BITUMEN ASPHALT ROOFING FLASHINGS. EXISTING ASSEMBLY CONSISTS bto' 82 RECEIVED JUL 16 2010 PERMIT CENTER F=LE COPY Permit No. SUBMITTAL nt- M-3 BUSINESS CENTER 1001 ANDOVER PARK E TUKWILA, WA 98188 SECTION: MODIFIED ASPHALT BUILT -UP ROOFING ENCLOSED: SYSTEM DESCRIPTION PRODUCT LIST ROOF ACCESS AND PROTECTION PROTOCOL - MANUFACTURER'S REQUIREMENTS FOR ROOF PENETRATIONS SAMPLE INSTALLER'S WARRANTY APPROVED APPLICATORS LETTER MANUFACTURER'S SAMPLE WARRANTY PRODUCT DATA SHEET - MATERIAL SAFETY DATA SHEET MANUFACTURER'S DRAWINGS REQUIREMENTS REVIE CO CODE E Ep FOR �PLIANCE JUL 2 2010 B City of Tukwila UILDING DIVISION ECEIVED JUL 16 2010 PERMIT CENTER Duo -lag SUBMITTAL M -3 BUSINESS CENTER 1001 ANDOVER PARK E TUKWILA, WA 98188 PRODUCTS: - GAFGLAS #75 GAFGLAS FLEX PLY 6 - GAFGLAS MINERAL SURFACE - KARNAK ULTRA #19 - KARNAK 102AF - FIELDS MELTPAC - CHEM LINK 1 -PART CHEMLINK M -1 - SIMPLEX CAP NAILS WR MEADOWS WHITE WALK SYSTEM DESCRIPTION: WOOD DECK USE: BASE SHEET PLY SHEET CAP SHEET ASPHALT MASTIC ASPHALT PRINTER TYPE III ASPHALT POURABLE SEALER STRUCTURAL ADHESIVE MEMBRANE FASTENERS WALK PADS - REMOVE ROOF RELATED SHEET METAL REMOVE ALL BUILT -UP ROOFING FROM '1HE DECK AND PARAPET WALLS - REMOVE ALL WALL AND BASE FLASHING - REMOVE SCUPPERS AND GUTTERS REMOVE SLEEPERS AND ABANDONED CURBS 1 -LAYER GAFGLAS #75 BASE SHEET / MECHANICALLY FASTENED 2 -LAYER GAFGLAS PLY 6 / HOT ASPHALT APPLIED 1 -LAYER GAFGLAS MINERAL SURFACED CAP SHEET / HOT ASPHALT APPLIED - WALKPADS AT SERVICE SIDE OF ALL ROOF TOP HVAC UNITS / HOT ASPHALT APPLIED BASE AND WALL FLASHINGS: - INSTALL 1 -LAYER GAFGLAS #75 BASE SHEET / HOT ASPHALT APPLIED - 1 -LAYER GAFGLAS MINERAL SURFACED CAP SHEET / HOT ASPHALT APPLIED ROOF ACCESS AND PROTECTION PROTOCOL Built -Up Roof Areas 1. Roof traffic limited to pedestrians. Any equipment or material carts to have rubber, inflated tires and not to exceed 300 lbs. gross without written consent of Snyder Roofmg. 2. Any areas used as storage must be protected with minimum 1/2" insulation & plywood prior to placing of materials. Do not cut or weld any material without protection as called out. 3. All trades must provide their own ladders (with protection under) and safety equipment. 4. Should damage occur to the roof, please notify Snyder Roofmg immediately so that damage can be repaired and cost can be minimized. 5. If any roof penetrations are to be made after roofing has been substantially completed, please notify Snyder Roofing so that proper details are followed so that such repairs are within the manufacturer's requirements. In Case of Emergency GRANT SIMPSON 425- 402 -1848 S EN ROOFING COMMERCIAL • wousrRLAL MANUFACTURER'S 11 RER'S RE Q lJ.bRr'tM N .[L S FOR ROOF/DECK PENETRATIONS RATIONS All vertical penetrations (pipes, curbs, etc.) must terminate at Ieast 8" above the finished roof surface. These elements must be separated by a minim im 12" in any direction. "Ganged" penetrations are not acceptable. Any supports penetrating the roof system must be round pipe or tube steel (roand.pipe is best) no unistrat or angle is allowed. All pipe flashings provided by other trades mast be sized to fit the pipe (a 2" Iead jack on a %" conduit is unacceptable). The jack must be 4 pound Iead, 8" high with a flange 4" beyond the pipe. Any supports that set on the roof system mnst.have compatible walk pad placed beneath then and not exceed manufacturer's acceptable load Limit. Any holes (such as galvanizing holes) in any s mast be permanently sealed. Oregon LLC D. Box 23819 [rd, OR 97281-3819 it pport, safety anchor, etc. SNYDER ROOFING GROUP OF COMPANIES AN EQUAL OPPORTUNITY EMPLOYER of �4` shfri ton LLC 2O2O3,Broadinre.}�Aveaue,: 'Sytofioisi(IfA 9829G+ .._ x;42550T 1`8 • SNYDER ROOFING GUARANTEE WHEREAS, Snyder Roofing of 20203 Broadway Avenue, Snohomish, WA 98296, herein called "the Contractor" has completed application of the, OWNER: ADDRESS OF OWNER: TYPE AND NAME OF BLDG: LOCATION: AREA: DATE OF COMPLETION: DATE GUARANTEE EXPIRES: SAMPLE WHEREAS, at the inception of such work the Contractor agreed to guarantee the aforesaid roof against faulty worlcmanship for a limited period and subject to the conditions herein set forth; NOW, THEREFORE, the Contractor hereby guarantees, subject to the conditions herein set forth, that during a period of 2 years from the date of completion of said roof, it will, at its own cost and expense, make or cause to be made such repairs to said roof resulting solely from faults or defects in workmanship by or through the Contractor as may be necessary to maintain said roof in watertight condition. PROTECTIVE CLAUSES This guarantee is made subject to the following conditions: 1. This guarantee does not cover damaged caused by lightning, windstorm, hailstorm, or other unusual phenomena of the elements, foundation settlement; failure or cracking of the deck; defects or failure of material used as deck; defects or failure of material used as a base over which the chimneys, skylights, vents, or other parts of the building are supported; or fire. All pitch pocket, gravel stops and details that require roofing to seal to metal are excluded. If the roof is damaged by reason of any of the foregoing this guarantee shall thereupon become null and void for the balance of the guarantee period unless such damage is repaired by the Contractor at the expense of the party requesting such repairs. 2. Nothing in this instrument shall render the Contractor liable for consequential damages to the building contents resulting from any defects in said work performed. 3. No work shall be done on said roof, including, but without limitation, openings made for flues, vents, drains, sign braces, or other equipment fastened to or set on or through the roof, unless the Contractor shall be first notified, shall be given the opportunity to make the necessary application recommendations with respect thereto, and such repairs to be made by this contractor. 4. This guarantee shall not be or become effective unless and until the Contractor has been paid in full for said work in accordance with this agreement pursuant to which such work was performed. 5. Snyder Roofing cannot provide any insurance coverage, additional insured or otherwise, pertaining to mold, water intrusion, or Exterior Insulation Finish Systems (EIFS), oriented strand board system, (LP siding/Omni Wood), Hardiplank or other exterior building envelope systems. Snyder Roofing specifically disclaims any and all liability for product material defect or worlananship claims relating to the foregoing systems. 6. This guarantee shall provide the exclusive remedy to the owner for all claims made. 7. Additional conditions or exclusions: IN WITNESS WHEREOF, this instrument has been duly executed this day of , 2010. Snyder Roofing of Washington, LLC sharelwarranty.doc 5{r4 5+ i 4 d ?: ,: $3 +r` •': a�i E': `5t ?` ' 1 f� r''i1 � F•�i�{L:y ii,1 i� F'.5 f�.,rrriSpdi'�1�A rt ilr ; i y7 \j11114tf1 tl1 g v `x:17 ti QS C: �C Si YV `-t 1 4 VIs rtr- 'fir •_.�,+� ILL GAF MATERIALS CORPORATION di rr0Y.Ar y. �t111 f1r `�� .rfrfill t f r�r tJ No. 1a' (f� ,�r�r�ludf,�I'1tt11 JIS i1 ft 1 ulfl IKy SYSTEM PLEDGE" ROOF GUARANTEE TYPE OF GUARANTEE PERIOD OF COVERAGE: OWNER: NAME AND TYPE OF BUILDING: ADDRESS OF BUILDING: SPECIFICATION: AREA OF ROOF: SQUARES TYPE OF FLASHING LENGTH OF FLASHING: LINEAL FEET APPLIED BY DATE OF COMPLETION: EXPIRATION D4rE THE GUARANTEE GAF MATERIALS CORPORATION (• GAFMC") guarantees to you, the original owner of the building described above, that GAFMC will repair leaks through the GAFMC roofing membrane, base flashing, Insulation, expansion Joint covers, preflashed accessories, coated edge metal and coating (the •GAFMC Roofing Materials" resulting from the muses listed below while this guarantee is In effect Scope Of Coverage - Leaks Caused by: 1. Natural deterioration of the GAFMC Roofing Materials 6. Splits not caused by structural failure or movem . r cracks in sub - 2. Blisters state roof base or non - GAFMC insulation over i _ GAFMC 3. Bare Spots Rooting Materials are applied 4. Fish - mouths 7. Buddes and wnnldes 5. Ridges 8. Workmanship in applying the GAF 9. Slippage of membrane or bas These repairs will be made at no cost to you provided that you give timely written notice to GAFMC. GAF guarantee shall not exceed in the aggregate over the life of this guarantee more than $ per 1 s: =.s: feet of =ji„ -". Leaks - •sed by any materials other than those listed above, such as the roof deck, insulation, or any other matedais % ' i e c01S ctio 1, roof system, are not covered. - GUARANTEE PERIOD This guarantee ends as of the date listed above. Note: some systems require the u �=.1�': �i all :S�r sodas , tJ;�...ling system. Where Mcurbs or Lexsuco fleshings are used, they are covered by this guarantee only for the fl "hl4 i �:I s. If - .j • r to :M1H ^ ! . n box is checked above, your guarantee can be extended by following the steps explained below. - ELIMINATOR" ADVANTAGE In addition to the repair of leaks as detailed above, it a Strstavent• Elim , . +� - rate% f: : sh= Is installed directly over lsocyanttrate Insulation, GAFMC will also make repairs to eliminate btis - ; tie rj�.,}`i a L n rj;( S �st• Eliminator perforated venting base sheet and the Isocyanurate insulation even If these blisters do not EZ MAINTENANCE OPTION igk YEARS Smooth surfaced built -up and modified roof system ,,� atat, rpfi «-tie' =coo" • - I g , average every three to five years in accordance with normal good roofing practice and to assure this gu: - °rt- ..:rte s In f e -: Rol tg -t ems coated with BMCA MB Plus or BMCA Surface Seal require an initial coating at date of Installation and rea.+ r . on only EVERY YEA to maintain the coating and guarantee effectiveness. Guarantees Issued with the EZ Maintenance Pledge arced in the topkt gh _`q, omer under the System Pledge heading. OWNER'S RESPONSIBILITIES In the event of a leak through the Ciye oofi u0 . =dais you k" notify the GAFMC Contractor Services Department, 1381 Alps Road. Bldg. 11 -2, Wayne, New Jersey 0747! . rolY , about ,r s tN tt( iv .ys after Its discovery or GAFMC will have no responsibility for any repairs. NOTE: the roofing contract oP - r. 0 an a. i t of •1- c=;• . . _.. the roofing contractor is NOT notice to GAFMC. By notifying GAFMC, you : • _ :. e • , d. ; inve t 3C. - r i5 =' ause of the leak. If the Investigation reveals that the leak is not covered by this Guarantee, you agree to pay S i,Yf "r cost of $500. Is Guarantee will be cancelled if you fail to pay this cost within 30 days of receipt of an invoice for I You must perfo� �""+ -. a ' , s • - e=and me .,c: -- : and keep records of this work. My equipment or material that Impedes any Inspection must be removed a , .Tr _ - ,. '+so th r ..u," . rm inspections. You must make repairs to the bulding or roof components not covered under the guara .L=';] are � -d du ,':1 ! r pf on as necessary to preserve the Integrity of the GAFMC Roofing Materials. This guarantee will be cancelleytit fall to . . in a ti - r4 ner. You may :1 - �J >, ::'rs to mint r ye damage to the building or Its contents In an emergency at your sole expense. These repairs will not resu . cal �� .- ,�'•.r . rantee as long as they are reasonable and customary and do not result in permanent damage to the GAFMC Ro COVERAGE eaks caused by: r conditions other than leaks. 4. Changes in the use of the building unless approved In writing In -• lions or natural disasters including, but not advance by GAFMC. s, hall, floods, hurricanes, lightning, tomados, 5. Traffic of arty nature on the roof. 6. For any asphaltic or thermoset (EPDM) roofing system, conditions 1 constructed of the GAFMC Roofing Materials due that prevent positive drainage or result from pending water. to: (a) . -: ent or cracldng of the roof deck or building; (b) Improper 7. Any repairs, modifications or additions to the GAFMC Roofing Installation or failure of any non -GAFMC insulation or Materials after the roof Is completed, unless approved by GAFMC in materials; (c) infiltration or condensation of moisture through or writing In advance. around the walls, copings, building structure or surrounding materials; 8. Any condition (e.g., base flashing height or lack of counterflashing) (d) chemical attack on the membrane, including, but not limited to, that Is not In accordance with GAFMCa Application and exposure to grease or oil. Specifications Manual unless specifically accepted by GAFMC In writing. No representative, employee or agent of GAFMC has the authority to assume any additional fiabfiity or responsibility for GAFMC unless approved In writing by an authorized Contractor Services Manager. GAFMC shall not be responsible for or liable for any change or amendment to the GAFMC roof specifications In regard b the construction of the roof described above, unless the change and/or amendment to the specifications is approved in writing by an authorized GAFMC Contractor Services Manager. NOTE Any Inspections made by GAFMC are limited to a surface inspection only, are for GAFMCs sole benefit, and do not constitute a waiver of any of the terms and conditions of this guarantee. ASSIGNABILITY, GUARANTEE EXTENSION You may assign this guarantee to a subsequent owner of this building for the remaining term only If: 1) the request Is In writing within 30 days after ownership transfer; 2) you make any repairs to the GAFMC Roofing Materials or other roofing or building components that are identified by GAFMC after an inspection as necessary to preserve the Integrity of the GAFMC Roofing Materials; and 3) you pay an assignment fee of $500. This Guarantee is NOT otherwise assignable, directly or indirectly. Your guarantee may be eligible for extension for up to five years depending on the specification. You must i ngtity GAFMC In writing 6 months before or up to 12 months after the expiration date that you wish to extend the guarantee; 2) pay a 5300 Inspection fee and 3) make any repairs to the GAFMC Rooting Materials or other roofing or building components that are Identified by GAFMC after an Inspection as necessary to preserve the integrity of the GAFMC Roofing Materials. An approved roofer must then properly apply the appropriate BMCA liquid membrane to your roof, and notify GAFMC that It Is complete. LIMITATION OF DAMAGES; MEDIATION; JURISDICTION; CHOICE OF LAW THIS GUARANTEE IS EXPRESSLY IN LIEU OF ANY OTHER GUARANTEES OR WARRANTIES, EXPRESS OR IMPLIED, INCLUDING ANY IMPLIED WARRANTY OR MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, and of any other obligations or liability of GAFMC, whether a calm against it is based upon negligence, breach of warranty or any other theory. In NO event shall GAFMC be liable for any CONSEQUENTIAL OR INCIDENTAL DAMAGES or any kind, including, but not limited to, interior or exterior damages and/or mold growth.' The parties agree that, as a condition precedent to litigation, any controversy or claim relating to this Guarantee shall be first submitted to mediation before a mutually acceptable mediator. In the event that mediation is unsuccessful, the parties agree that neither one will commence or prosecute any lawsuit or proceeding other than before the appropriate state or federal court In the State of Nely Jersey. This Guarantee shall be governed by the laws of the State of New Jersey, without regard to principles of conflicts of laws. Each party irrevocably consents to the jurisdiction and venue of the above Identified courts. NOTE: This Guarantee becomes effective only when all bills for GAF MATERIALS CORPORATION Installation supplies have supplieers,uandthe Gluarrantee charge WAYNE, ALPS ROAD has been paid to GAF Materials Corporation. WAYNE, NJ 07470 02003 GAF Materials Corporation Rev. 7/03 By Authorized alyurwn Pau COMTS5ea !t ItI11n il iA I„r� ald A! % t gN 1„ n rI r, >� 5r '7 I A n Olt fl,�tib I r rnnn� rn I Irlf 1} rP fu111111 111MVVlli �lhl IINI, 1 If JNII „ Ili• "�, ••. y' svti: Fyn I.I kt i:? • `'r tl 4i. iilT -tr. IlLX gm EET Description GAFGLAS #75 Base Sheet is a premium roofing base sheet constructed with a strong glass mat that is coated on both sides to assure a closed -sheet design to prevent asphalt bleed- through. The sealed sheet also serves as an effective flame retarder for the application of torch - applied modified bitumen membranes. Uses GAFGLAS #75 Base Sheet is engi- neered for use in the construction of GAFGLAS built -up and RUBEROID® modified bitumen roofs. It is suitable for nailable specifications, such as plywood, where bleed- through is a concern. lit ,t4 , plable Stards Meets'A'STM 04601; TYP? II 3 a� `� ICC ESR #1�p74 el; t' Mlgmi Dade Cot)rity Product Control3Apprrovalj - •UCJULc Listed ,• ©2009 GAF Materials Corporation 01/10 41 Advantages • Extra strength for excellent nail - holding ability. Superb tensile strength and resilience and no bleed through, thereby reducing risks of splitting and cracking of membrane. • Will not rot, curl, or shrink; dimensionally stable for improved membrane performance. • Designed to meet UL Class A ratings. • Rolls out flat for easy installation. • System guarantees are available for up to 20 years. dP oducts Speciflcatio�ns(nomtnai). �RbIII f;, Stze� f - .( , (320 1ig ross sgiftt.):(29'7m •n ,R"oII I_erigth ''97:5 (29':7m)� i R6TI Widtl 39 375 ('1cOm) Roll Weight 68 Ibs,(30.8kgy. r" r www.gaf.com • 1- 800 - ROOF -411 GAF MATERIALS CORPORATION FLEXPLY' 6 Description FIexPIy"6 is a premium - performing fiberglass Type VI roofing felt. Its revolutionary flexible design provides: • Maximum strength and stability • Improved conformance to underlying substrates • Ease of installation compared to typical Type VI felts • Long -term performance for peace of mind Uses FlexPly 6 should be specified as a ply felt in the construction of all premium quality built -up roofs, including: • System guarantees are available for up to 20 years. o Most GAF Composite Roof" systems • Also appropriate for use as a base sheet and in the construc- tion of flashing membranes. Advantages o Revolutionary flexible design — Rolls out easier and lays flatter, minimizing the danger of air pockets and trapped moisture during installation o Saves Tabor —Open pore design actively absorbs asphalt, installs faster than other Type VI felts ©2009 GAF Materials Corporation 01/10 3 6 Advantages (Continued) • Quality installation— Enhanced porosity encourages proper absorption of asphalt for long lasting system performance up to 20 years • Proprietary Micro Weave® Core — Provides superior tensile strength and dimensional stability, for greater resistance to splitting and cracking o Superior wind resistance — Selected systems have FMRC Class 1 -180 rating ® Highest fire rating— For use in UL, ULC Class A rated assemblies • Can be used in all climate zones IVlees ASTM D2178.TYRe VI;;p., FM Approved; ICC ESR#1274 Miami -Dade County product Control. Approval;: State of Florida Product Approval Texas Department of Insurance UUULc Listed oducts SpecificationViRmizt, _ Roll Size 5 squares (531 gross s ft) (49.3M2 Roll Length 161.8' (49.3m)' Roll .Width... 39.375" (1.0m) Approx.: Roll Weight 44 Ibs -(20.0kg)= www.gaf.com • 1- 800 - ROOF -411 GAF MATERIALS CORPORATION GAFGLAS® MINERAL SURFACED CAP SHEEP Description GAFGLAS® Mineral Surfaced Cap Sheet is an asphalt- coated glass fiber mat cap sheet surfaced with mineral granules. Uses GAFGLAS Mineral Surfaced Cap Sheet is used as the surfacing ply in the application of hot applied built -up roofs and as a top ply in base flashing con- struction. tcabl piodyrta and 1 M s;; S .M ?D3909, ate;- "'�>�' +•-.3 FMr;4pprove`'c,c��; >'Y' ;Miami- Dade?C L t Pr A dam ' "% rova ... .,a.,., d•� odr�ctoCostao`i�Appro safyy SffeUof Flonda:ProaucApprovalh UUULC Ltsted: wh u� " • i 1, • . � zv ©2009 GAF Materials Corporation 01/10 35 Advantages • Durability —glass base resists the effects of moisture on the roof system. • Granule surface provides an ultra - violet protective surface. • Code approvals —UL Class A, B, or C membrane constructions are available. • Aesthetically attractive; requires no additional surface coatings. • System guarantees are available for up to 20 years. 7.016tr�Y.ot1t0- „__;Lwsx '07Mit Vn E«�FF ELT L Productts pectfica ons ( omin I) wwwgaf.com • 1- 800 - ROOF -411 Read Material Safety Data Sheets before using this product. DESCRIPTION: Karnak #19 Ultra Flashing Cement is the next generation asbestos -free flashing cement. Scientifically compounded with a selection of rubber reinforced asphalt, mineral fibers, and refined solvents. Karnak #19 Ultra is manufactured to a heavy pliable consistency for ease of application by trowel. #19 Ultra provides a durable elastomeric coating of greater strength, excellent adhesion and high resistance to water and weathering. Karnak #19 Ultra is composed of special chemical ingredients which give it a unique water displacement quality (Wet /Dry). Karnak #19 Ultra dries to a tough, flexible, waterproof and corrosion proof rubber coating which gives maximum pro- tection and excellent performance over wide ranges of temperature and weather conditions. Karnak #19 Ultra is available in 3 consistencies: Summer, Semi and Winter. FEATURES AND BENEFITS: • Rubberized - elastomeric • Wet or dry application • Improved low- temperature flexibility • Improved water and weather resistance • Will not shrink or crack • Smooth, easy to apply rubber -like trowel consistency • Excellent adhesion • Excellent resistance to flow (sag) at high roof temperatures • Ready to apply - no mixing required • Greater strength • Asbestos -Free • VOC compliant • ASTM compliant • Sticks under water the first time. • Can be used with fiberglass membrane under water. PHYSICAL PROPERTIES: 1. Consistency: A smooth rubber -like trowel consistency which will readily spread on and adhere to vertical and horizontal surfaces without sagging. 2. Character of Dried Film: Excellent adhesion to masonry, steel, cured concrete, shingles, asphalt roofing, skylight flashings and a variety of other surfaces. IURNAK330 CENTRAL AVENUE, CLARK, NJ 07066 732-388-0300 • 800 - 526 -4236 • FAX: 732 - 388 -9422 WEB: http: / /www.karnakcorp.com METRO-DADE APPROVED FM0601 9 1:9 Ultra Rubberized Flashing Cement (wet /dry) 3. Film Performance Characteristics: The dried film retains its elasticity and ductility so that the material will resist extreme variations in temperature and weather. 4. Sag Resistance: Excellent resistance to flow at high roof temperatures on vertical surfaces. 5. Homogenized: Thoroughly mixed and consistent throughout. 6. Consistency: 19 Ultra is always smooth and of a trowel consistency. USES: Karnak #19 Ultra Flashing Cement is a general purpose asbestos -free flashing cement for repairing Teaks in shingles, concrete, metal or asphalt roofs, flashings on walls, chimneys, flues, skylight flashings, downspouts and cornices. 19 Ultra is excellent for sealing cracks in concrete and brick, as a joint filler for pre- cast roof slabs, for repair, patch and flashing detail on SBS modified membranes, and for general purpose use in maintenance of exposed buildings and structures. SPECIFICATIONS: ASTM D -4586 Type I ASTM D -3409 Fed Spec SS -C -153 Type 1 (Asbestos -Free) SURFACE PREPARATION: All surfaces should be clean, dry and free from oil, grease, dust, dirt, loose paint or other foreign matter. Excess water should be removed, if possible, before applica- tion of #19 Ultra. APPLICATION: Spread Karnak #19 Ultra Flashing Cement to an average thickness of 1/8" (approximately 8 gallons per square) and press tightly into joints, seams or cracks. TO REPAIR CRACKS, BREAKS AND BLISTERS: 1. Spread Karnak #19 Ultra Flashing Cement over the damaged area at an aver- age thickness of 1/8". 2. Embed Karnak Cotton, Glass or Polyester Membrane reinforcement in the #19 Ultra Flashing Cement. 3. Apply an additional coat of Karnak #19 Ultra Flashing Cement over the entire patch at an average thickness of 1/8". 10 METRO DADS APPROVED FM0601 Read Material Safety Data Sheets before using this product. CARE OF TOOLS: Tools and other equipment should be thoroughlycleaned with mineral spirits, taking necessary precautions when handling combustible materials. To clean hands use #709 Karnak Karna - Klean or a waterless hand cleaner. CAUTION: Combustible Mixture: do not use near open flame. Avoid breathing solvent fumes and prolonged contact with skin. Do not take internally. If swallowed, do not induce vomiting. CaII a physical immediately. Keep out of reach of children. Keep container covered when not in use. Do not thin. Consult MSDS for further safety precautions. Dispose of in an environmentally safe manner. Cover air intakes during application and while drying. PACKAGING: Available in 3 gallon buckets, 5 gallon pails and 10 oz. cartridges. If further information is needed, contact Karnak Technical Services at 1- 800 - 526 -4236. 330 CENTRAL AVENUE, CLARK, NJ 07066 732 - 388 -0300 • 800 - 526 -4236 • FAX: 732 - 388 -9422 WEB: http: / /www.karnakcorp.com METRO-DADE APPROVED FM0601 Read Material Safety Data Sheets before using this product. DESCRIPTION: Karnak #102AF Asphalt Primer is a material composed of selected asphalts and refined solvents. It has good resistance to temperature change, yet dries to a tough film. Karnak #102AF Asphalt Primer provides a firm base and better adhesion for the application of asphalt coatings. The Karnak #102AF Asphalt Primer is not to be used as a roof coating. USES: Karnak #102 Asphalt Primer's uses include prime coat over brick, metal surfaces, gypsum, concrete block and cinder block. It is also used to coat interior faces of masonry walls above grade and for all back- up materials such as stone, brick and concrete. APPLICATION: Karnak #102AF Asphalt Primer is easily applied by brush, roller or spray equipment. BRUSH APPLICATION: Apply with a wide, fiber brush at a rate of .5 to 1 gallon per 100 sq. ft. Work primer into all cracks, holes and crevices. SPRAY APPLICATION: Utilize a standard heavy duty spray pump using heavy duty guns and nozzles. Equipment manufacturer should be consulted for more complete information. Apply at the rate of .5 to 1 gallon per 100 sq. ft. NOTE: Primer must be thoroughly dry prior to coating applications. PHYSICAL PROPERTIES Weight per gallon: 7.80 Solids by Weight: 70% Solids by Volume: 64% Color: Black Dry Time: 8 to 24 hrs. Service Temperature Range: -40 °F to 180 °F COVERAGE RATE: Apply at the rate of .5 to 1 gallon per 100 square feet depending upon the condi- tion and porosity of the surface to be primed. CAUTION: ICARINAK 330 CENTRAL AVENUE, CLARK, NJ 07066 732-388-0300 • 800 -526 -4236 • FAX: 732 - 388 -9422 WEB: http: / /www.karnakcorp.com FM0601 '107 Do not use near open flame. Avoid breathing solvent fumes and prolonged contact with skin. Do not take internally. If swallowed, do not induce vomiting. CaII a phy- sician immediately. Keep out of reach of children. Keep container covered when not in use. Do not thin. Dispose of in an environmentally safe manner. Cover air intakes during application and while drying. CARE OF TOOLS: Tools and other equipment should be thoroughly cleaned with mineral spirits, taking necessary precautions when handling combustible materials. PACKAGING: Available in 5 gallon pails and 55 gallon drums. If further information is needed, contact Karnak Technical Services at 1 -800- 526 -4236. 108 FM0601 Fields Type 1, 2, 3, & 4 Hot Asphalts Product Information Page 1 of 2 < Fields Hot Asphalts r duct T furl a tlon Sheet T1, T2, T3 & T4 MeltPac, MeltKeg, & McltBulk Type 1, 2, 3 & 4 Hot Applied Asphalt USES: Fields Hot Applied Asphalts protect surfaces exposed to the weather: They are excellent protective coatings for roofs, foundations, concrete, and metal. In addition, Fields Hot Asphalts are applied to install roofing and waterproofing sheets. Fields Hot Applied Asphalts are compatible with SEBS, APP, and SBS rubber modified asphalts and will adhere to most surfaces. DIRECTIONS: Before applying Fields Hot Asphalt as a protective coating, clean away all loose gravel, dirt, vegetation, and debris from the application area. The application surface shall be firm, clean, dry, frost -free, and smooth. Seal any leaking penetrations and repair membrane damage with M300 RubrMastic. Uniformly apply a coating of Fields Hot Asphalt at the rate of 30 pounds per 100 square feet. Install any of the following Fields roofing and waterproofing sheets with Fields Hot Applied Asphalt: M60 RubrPoly, M64 RubrPoly2, F50 PolyShield, F55 PolyShield2, M62 RubrGlas, M66 RubrGlas2, F52 GlasBase2, F56 GlasPly6, or F54 GlasPly4. Uniformly apply 30 pounds per 100 square feet of Fields Hot Asphalt for base and ply sheet adhesives. For maximum protection and reduced energy costs, apply M800 RubrStar over Fields Hot Applied Asphalts. Allow Fields Hot Applied Asphalts a minimum of 90 days to set up before applying the RubrStar. DESCRIPTION: Fields Hot Applied Asphalt is an asphalt that provides superior elastic performance against thermal shock, the daily expansion and contraction of a roof membrane caused by temperature changes. Roof membranes are also penetrated by the sun's destructive UV (ultraviolet) rays. W rays destroy a roof's elasticity. Roofs made brittle and weak from W rays easily break under the assault of thermal shock cycles. Fields Hot Applied Asphalt is your best defense against these attacks. With Fields Hot Applied Asphalt, your roofing and waterproofing installations will perform much longer. Fields Hot Applied Asphalts have a UL (Underwriters Laboratories) Class A Fire Rating. SPECIFICATIONS: Fields Hot Applied Asphalts exceed the standards of the American Society for Testing and Materials ASTM D 312. PACKAGING: T3 & T4 MeltPacs are available in 50 pound bricks, T1, T2, T3, & T4 MeltKeg and MeltBulk are available in 100 pound kegs and bulk. POUNDS OF FIELDS HOT ASPHALT TO APPL l +a Base Sheet Adhesive Ibs Coated BUR Sheets 30 Uncoated BUR Sheets 30 SEBS, APP, & SBS Sheets 30 Ply Sheet Adhesive Ibs Coated BUR Sheets 30 Uncoated BUR Sheets 30 SEBS, APP, & SBS Sheets 30 Protective Coating Ibs Coated BUR Sheets 30 Uncoated BUR Sheets 30 SEBS, APP, & SBS Sheets 30 Miscellaneous Ibs Cap Sheet Adhesive 30 Rigid Insulation 30 .25" Pea Gravel 60 //-C.: —1 W/ _1 -i_ /.. ..- IT 1. n - 1 , , Fields Type 1, 2, 3, & 4 Hot Asphalts Product Information Page 2 of 2 MELTABLE HOT APPLIED ASPHALT MeltPacs: T3 & T4 Fields Hot Applied Asphalts are packaged in meltable plastic brick packages. Each MeltPac weighs 50 pounds, making it possible to place the entire MeltPac into an asphalt kettle and completely melt the brick, including the plastic wrapper and the asphalt. In addition, Fields Hot Applied Asphalt eliminates all disposal costs, reducing the volume of waste sent to land fills. Fields Hot Applied Asphalt keeps your job site clean of asphalt and carton debris. With Fields Hot Applied Asphalt, the need to tear open cardboard cartons and to chop apart the conventional 100 pound asphalt plugs is eliminated. Since employees are no longer required to use axes, axe injuries are eliminated. Also, back injuries are reduced because the 50 pound MeltPac brick is half the weight of the 100 pound asphalt kegs for employees to. lift. Type 1,23,4 Hot MSDS > About Fields 1 Services 1 Product Guide 1 Advertising 1 BUR Systems Copyright O 1999 Fields Company, LLC. All rights reserved. Advanced Architectural Products COVIteaCtOr Dr i Chem Link Inc. Telephone: 800 - 826 -1681 Fax: 269- 679 -4448 353 East Lyons Schoblcraft, MI 49087 www.chemlinkinc.com Product Description 1 -Part is a moisture curing, pourable sealant designed for use in pitch pans and warranted ChemCurb penetration seals. 1 -Part is suitable for application in damp, dry, or cold climates. 1 -Part is solvent free, contains no isocyanates and will not shrink upon curing. 1 -Part can not discolor when exposed to UV Tight, and can not "outgas ", or bubble on damp surfaces as urethane sealants often do. 1 -Part has resilient "elastomeric" properties and excellent adhesion to most construction materials. 1 -Part can be used effectively in many difficult construction site conditions and cures in wet or dry climate conditions and at low temperatures (30° F). 1 -Part's low durometer accommodates greater movement in penetration seals than typical urethane sealants. Advantages • Solvent free, 100% solids will not shrink • No outgassing on damp surfaces • Paintable within 24 hours • Self Leveling, no special tools or mixing required • Can be applied at temperatures as low as 30° F • Extended warranties available Regulatory Compliance • Conforms to OTC Rule for Sealants and Caulks • Meets requirements of California Regs: CARB and SCAQMD • Conforms to California Proposition 65 • Conforms to USDA Requirements for Non -food Contact BLEED ,ffoorr lewGonstructioR ana 11 Renovafio�qr^t�s� Low Emig_ Ma�fer,7"alsI S ,Po :TPY may•" yam br '.;k Fl K yt KrAgIBLMbilel G eenkH me S�GIo6a�l lmpact�Pornfs� sY x elOonte- n, lessfthan 25ggramslhter includin§ water); ASTIVRD2369gBPA • etho 2 4 ?S'ar5u} TIie:Nex{Generati'oonnSe Pourable netrafion Sealant' Last Revision: 11/12/08 Limitations • Do not use on TPO without Chem Link TPO primer. • Do not use on Hypalon membranes. • Smooth APP membranes require prior installation of a granulated target piece of modified bitumen around the penetration. • Do not use in areas subject to continuous immersion. • In areas where prolonged chemical exposure is anticipated, contact Technical Services for recommendations. • Remove all coatings and sealers before application. • Do not store in elevated temperatures. • Maintain product at room temperature prior to application for best results. • Do not apply at temperatures below 30° F. Packaging • 10 oz (300 ml) 24 cartridges /carton, 45 cartons /pallet • 28 oz (825 ml) 12 cartridges /carton, 40 cartons /pallet • 2 liter pouch 4 pouches /field pack/carton, 48 field packs /pallet, 45 cartons /pallet • 5 gallon pails available by special order 'CCU RIDORNIG Application Instructions Remove all previously applied caulk, mastic, cement, asphalt and other contaminants from penetrations with a wire brush. Brush away all gravel or loose granules. Seal the base of each penetration with Chem Link's M -1® Structural Adhesive /Sealant. Coat penetrations with M -1 to 3 inches above the roofline. For ChemCurb penetration seals, bond the entire base surface of the curb to roof surface and all scarf joint surfaces with M -1. Apply a bead of M -1 around the outside base of the installed ChemCurb, and tool to form a smooth fillet. See the ChemCurb system data sheet for more complete installation instructions. Cut tip off 1 -Part tube at widest point on plastic nozzle and pierce the foil seal. Insert into quart caulking gun and pump ChemCurb full, or remove cap from pouch, pour, squeeze out excess air and reseal. DO NOT USE petroleum solvents such as mineral spirits or xylene. Maintain 1 -Part at room temperature before applying to ensure easy gunning and leveling. Test and evaluate to ensure adequate adhesion. Dry all visible and standing water prior to applying 1 -Part. Install an appropriate backer rod to avoid three -point bonding. Cure Time 1 -Part is a moisture cure sealant. Rate of cure is dependent on atmospheric conditions. Curing proceeds at a rate of 1/4" a week at 70° F and 40% RH. Lower temperature and humidity will inhibit the rate of cure. Higher temperature and humidity will accelerate the rate of cure. Depths of more than 2" will cure through in 2 to 3 months. U.S. PATENT NO. 6,579,924 Restrictions Do not use on Hypalon membranes. On TPO, use Chem Link TPO primer. On smooth APP, torch apply a granulated APP target piece around penetration(s) before installing ChemCurbs. Do not prime bonding surfaces with asphalt primer! Do not use asphalt cement as a "night sealant." Use M -1 for this purpose. Note: To provide an adequate rubber seal, maintain a one -inch distance between penetrations and inside edge of ChemCurb. Caution Avoid prolonged contact with skin. Uncured adhesive irritates eyes. In case of contact with eyes, immediately flush with water. Call physician. Please refer to the MSDS for First Aid information. Most current MSDS can be found at www.chemlinkinc.com. Read and ensure that the most up -to -date MSDS and technical guidelines are being followed. Proper use and application are the responsibility of the applicator. Direct any questions to Technical Services at 800 - 826 -1681 prior to starting the project. KEEP OUT OF REACH OF CHILDREN. IMPORTANT NOTICE Except where prohibited by law, Chem Link makes no warranties, expressed or implied, statutory or otherwise, including but not limited to, any implied condition or warranty of merchantability or fitness for a particular purpose. User is responsible for determining whether this Chem Link product is fit for a particular purpose and suitable for user's method of application. LIMITATIONS OF REMEDIES AND LIABILITY If this Chem Link product is proved to be defective, the exclusive remedy at Chem Link's option shall be to refund the purchase price of or to repair or replace the defective Chem Link product. Chem Link shall not otherwise be liable for loss of damages, whether direct, indirect, special, incidental or consequential, regardless of the legal theory asserted, including negligence, warranty or strict liability. CHEMLINK Advanced Architectural Products Ccmteactror Jaen. Contractor Hot Line www.chemllnkinc.com Advanced Architectural Products Co or Drive Chem Link Inc. Telephone: 800- 826 -1681 Fax: 269- 679 -4448 353 East Lyons Schoolcraft, MI 49087 www.chemlinkinc.com Product Description M -1 is a moisture curing, polyether adhesive /sealant designed for application in damp, dry, or cold climates. M -1 is solvent free and contains no isocyanates. M -1 will not shrink upon curing, will not discolor when exposed to UV light, and can not "out- gas ", or bubble, on damp surfaces as urethane sealants often do. M -1 has resilient "elastomeric" properties and excellent adhesion to most construction materials. M -1 is capable of joint movement in excess of 25% in both compression and extension. M -1 can be used effectively in many difficult construction site conditions and it cures in wet or dry climate conditions and at low temperatures (30° F). Applicable Performance Standards • ASTM C -920, Type S, Grade NS, Class 25, Uses NT, T, M, G, A, and O • Federal Specification TT-S -00230 -C Type II, Class A • Corps of Engineers CRD -C -541, Type II, Class A • Canadian Standards Board CAN 19, 13 -M82 • AAMA 802.3 -08 Type II, AAMA 803.3 -08 Type I, and AAMA 805.2 -08 Group C. Regulatory Compliance • Conforms to OTC Rule for Sealants and Caulks • Meets requirements of California Regs: BAAQMD, CARB and SCAQMD • Conforms to California Proposition 65 • Conforms to USDA Requirements for Non -food Contact Gree Stan�uevd..� a�reds �ffIiLEEDt-2009 for New,4o uct[ 'n litMat Renovations s Low mittmgiMatetialsi (Section � �����• = "' mss". -ice sftiA. 5s. Connta240°�FIss t an }grams /If • (i cla dingT wate0 AST11i1'1D2369;REPAxMeth f4 2 The Next Generation Adhesive/Sealant Structural Adhesive /Sealant Last Revision: 09/14/09 Advantages • Solvent free, 100% solids, will not shrink • Non - slump, applies vertically and overhead • 20 minute skin over, resists dirt pick up • No outgassing on damp surfaces • Very good color stability, will not suntan • Paintable within 24 hours (See limitations) • Gun grade, no special tools or mixing required • Can be applied at temperatures as low as 30° F. * Color matching is available in batch quantity only Packaging • 10.1 oz (300 ml) 24 cartridges /carton, 45 cartons /pallet • 20 oz (825 ml) 12 sausages /carton, 45 cartons /pallet • 4 oz Squeeze Tube 24 tubes /carton, 94 cartons /pallet • 5 gallon pails and 50 gallon drums available by special order -, 11® maar: etutc° Ehtt ��� s R INSTITUTE Joint Preparation Joint surfaces should be clean, dry and free from all contamination including: dirt, oils, grease, tar, wax, rust and any other substance that may inhibit the sealant's performance. Joint Design Install all joint applications per ASTM and SWRI recommendations and guidelines. Joints shall be designed with a depth to width ratio of 1:2 (joint depth one -half the width). Control the depth of the sealant by using a polyethylene backer rod that is 25% larger than the joint opening at standard temperature.To prevent three -point adhesion use a backer rod or bond breaker tape to ensure proper joint movement and a long lasting weatherproof seal. Where the joint configuration will not permit a backer rod, Chem Link recommends that an altemative bond breaker be used. Joint Width Inches (mm) i tk,, G nIgna_de Joint Depth Inches (mm) x1114 1/2 "(6 113 'f Viscosity it t' 41/0(6 s a 1/2 - 3/4 (13-19) .B o.s =c.. k L l.a"..-�a x�ncMa' s oiz n S+e ,,v. 3 'u 1/4 - 3/8 (6 -10) v.', { L't It 44, x�l' Y"#.I �� • X3'/ �. (w1 4972 �ftt..A.- (i ----4° �. * 3/8 x/2(11;013) __,,,,, '''=J Ail? _ F. 1..4 -?---4 3x G e 1 - 2 (25 -50) Cove Joints 1/2 (13) Basic Uses i tk,, G nIgna_de -v15., J nitsh'� -'� Exp an, s �s? Viscosity Pre -cast Concrete -x1 . }C$k: ,y try ac sree timed .B o.s =c.. k L l.a"..-�a x�ncMa' s oiz n S+e ,,v. 3 'u .A, 'SA `.� Curtain Walls �ftt..A.- W lagn t z+ .., �sxaVzn,datr6ovka,e �3,9911r4ame,.,f, a.e z,�.�..<< a ,aa�tp .� ,w � S= Siding Low temperature flex �,k"�ari'3' -t`u. M�":s ti ;.. }tea ' ..� Cove Joints Y , ' 'asp atton Weather Sealing Minus 40° F to 200° F continuous service Page 2 Typical Uncured Properties i tk,, G nIgna_de . wd tl i ,„.4.y tt - ., S • mp TIMa G 697 Viscosity 800,000+ cps Brookfield RVF, TF spindle, 4 RPM, 73° F -x1 . }C$k: ,y try ac sree timed 3 '"i i „tS 4 X20 mi utesrAMtC� 6r;° Odor Mild Mint Smell Typical Cured Properties E ogatioo _ G' .E, 400 J!JJ . 'AS1'M D4s 'TMaa v ...c= Hardness Shore A Aluminum and Galvanized Metal 45 +/- 3 ASTM C -661 -.11.: r ; .g— L'S t 4" 0. > Shear strength . �ftt..A.- ov 2 x 400 PSI �kAS N � r a h43o �,i 21 Low temperature flex (F`F{4 dr 4,1,1y,::1•tr F7 "R "k 4Fiberglass tF�RP -•" �, r' .'4sak... mt•I x .'e{Y.Yk i'b!ML? Minus 10° F pass % inch mandrel ASTM D -816 Y No measurablel` hnnKa" e' Service temperature .. Minus 40° F to 200° F continuous service z s� r S of Ii r { n . ,. am " &1A9"Yi:Se b i9Y{gU{I ice., Cartdges/SausagesTyear q eeze T•u es -1 ear'° �. I R-ails oaths. • Compatible Substrates* E D d g iM Bit ' Y''' > ' • Aluminum and Galvanized Metal Engi_e neePasfi�` �ftt..A.- Glass (F`F{4 dr 4,1,1y,::1•tr F7 "R "k 4Fiberglass tF�RP -•" �, r' .'4sak... mt•I x .'e{Y.Yk i'b!ML? pa�y . 1 -u."�' 1' y" l% p• to * al, Wood EIFS�^ `, x �� �'{ L^ t '- . ,... ra3..a6, znP ice. F 6»` ':: �z i .. E.: a e d� n Block and Brick •EFS�Foam yc F v��, .?P y•� Concrete and Stone *Test and evaluate to ensure adequate adhesion. Application Guidelines Concrete Prior to application remove any residual contamination by mechanical abrasion, sand blasting or power washing. On green concrete, remove all release agents, friable and loose concrete. Dry all visible and standing water prior to applying M -1. Install an appropriate backer rod to avoid three -point bonding. Metal Prepare all metal to ensure maximum adhesion. Remove all rust, scale and residue by wire brushing to a bright metal sheen. Remove films, loose or inappropriate coatings and oils with an appropriate solvent such as alcohol.* *Chem Link recommends that coated substrates be tested for adhesion prior to starting a project. Please contact Technical Services for specific application guidelines and recommendations. Wood Wood should be clean, sound and dry prior to sealant application. Allow treated wood to weather for six months prior to application. Remove all coatings and paint (or test for compatibility) to ensure proper bonding. Do not use on fire retardant lumber. Priming In most instances M -1 will not require a primer. However, certain applications or substrates may require a primer to ensure a long lasting bond and weatherproof seal. It is the applicator's responsibility to determine the need for a primer. Chem Link recommends a primer be used for any application where prolonged immersion is anticipated. Storage Store original, unopened containers in a cool, dry area. Protect unopened containers from water, heat and direct sunlight. Elevated temperatures will reduce shelf life. M -1 will not freeze. Shelf Life One year from date of manufacture when stored in normal environments. High temperature and high relative humidity may significantly reduce shelf life. Pails and special orders have a shelf life of three months. Page 3 Application Instructions Remove all dirt, oil, loose paint, frost and other contamination from all working surfaces with alcohol. DO NOT USE petroleum solvents such as mineral spirits or xylene. Maintain M -1 at room temperature before applying to ensure easy gunning and leveling. Test and evaluate to ensure adequate adhesion. Carefully gun the sealant with a smooth, continuous bead. If tooling is needed, do so within fifteen minutes of application. Do not use on Hypalon membranes. On TPO, use Chem Link TPO primer. On smooth APP, torch apply a granulated APP target piece around penetration(s) before installing ChemCurbs. Do not prime bonding surfaces with asphalt primer! Do not use asphalt cement as a "night sealant." Clean -Up Wet sealant can be removed using a solvent such as alcohol. Cured M -1 can be removed by abrading or scraping the substrate. Caution Avoid prolonged contact with skin. Uncured adhesive irritates eyes. In case of contact with eyes, immediately flush with water. Call a physician. Please refer to the MSDS for First Aid information. Most current MSDS can be found at www.chemlinkinc.com. KEEP OUT OF REACH OF CHILDREN. Limitations • In areas where prolonged chemical exposure is anticipated, contact Technical Services for recommendations. • Allow treated wood to "cure" for six months prior to application per APA guidelines. • Do not use in areas subject to continuous immersion. • Do not store in elevated temperatures. • Remove all coatings and sealers before application. • Do not apply at temperatures below 30° F. • Test and evaluate all paints before application. Alkyd and oil based paints may dry slowly. • Do not use on TPO without Chem Link TPO primer. d nc4d Qh tecturai Products' ►tit rii$40 00,8 Notes : Read and ensure that the most up -to -date MSDS and technical guidelines are being followed. Proper use and application are the responsibility of the applicator. Direct any questions to Technical Services at 800 - 826 -1681 prior to starting the project. IMPORTANT NOTICE Except where prohibited by law, Chem Link makes no warranties, expressed or implied, statutory or otherwise, including but not limited to, any implied condition or warranty of merchantability or fitness for a particular purpose. User is responsible for determining whether this Chem Link product is fit for a particular purpose and suitable for user's method of application. LIMITATIONS OF REMEDIES AND LIABILITY If this Chem Link product is proved to be defective, the exclusive remedy at Chem Link' s option shall be to refund the purchase price of or to repair or replace the defective Chem Link product. Chem Link shall not otherwise be liable for loss of damages, whether direct, indirect, special, incidental or consequential, regardless of the legal theory asserted, including negligence, warranty or strict liability. HEM LINK Advanced Architectural Products Covithactor TD`NSI' Page 4 Contractor Hot Line 8Q0�8261�fi8t1 www.chemlinkinc.com Siinplex Nails, Inc. - "Original" Simplex Cap Nails Page 1 of 2 "ORIGINAL" SIMPLEX CAP NAILS Product Information Sizes & Quantities: Uses: • Base sheet fastener • Thin insulation fastener • Base flashing fastener • Asphalt shingle fastener •. Aluminum shingle fastener • Slate shingle fastener • Tile shingle fastener • Metal batten, flat, & standing seam fastener • Perimeter wood nailer fastener for: 1. Nailable copping substrate 2. Nailable cant strip fastener 3. Nailable curbs for equipment supports 4. Nailable curbs for skylights 5. Nailable curbs for expansion joints 6. Nailable curbs for vents Material Safety Data Sheet Fastener Testing Results Printable Image of Data Sheet (PDF Format) # Shank Length Shank Gage Fastening Total Thickness Required Deck Penetration Plywood Required Deck Penetration Wood *Pieces Pound 25 Lbs. Box Job Pail 50 Lbs. Box *Pieces / Box Pounds / Box *Pieces / Pail Pounds / Pail *Pieces / Box - Pounds / Box 1 1/2" 12 1/16" The 1/2" 128 2,725 25 - - 5,450 50 2 5/8" 12 1/16" Nail 5/8" 124 2,650 25 - - 5,300 50 3 3/4" 12 1/16" Must 3/4" 115 2,550 25 3,200 .37 5,100 50 4 7/8" 12 1/16" Pass 7/8" 112 2,475 25 3,200 33 4,950 50 5 1" 12 1/16" Through 1" 110 2,400 25 3,200 33 4,800 50 6 1 1/4" 11 1/4" The 1" 104 2,275 25 2,800 32 4,550 50 7 1 1/2" 11.. 1/2" Plywood 1" 90 1,950 25 2,500 30 3,900 50 8 1 3/4" 11 3/4" By 1" 84 1,825 25 - - 3,650 50 9 2" 11 1" A 1" .82 1,725 25 - .- 3,450 50 10 21/2" 11 '.1 1/2" 1/4" 1" 71 1,550 25 - - 3,100 50 11 3" 11 2" 1" 71 1,400 25 - - 2,800 . 50 Approximate Count Design Options: Shank Types Coating Types Container Types Cap Diameters Nail Materials Annular Bright 25 Lbs. Boxes • 1" Hi- Carbon 'Simplex Nails, Inc. - "Original" Simplex Cap Nails Page 2 of 2 Grooved Smooth Annular Grooved I Steel Smooth Yellow Dichromate Electro Galvanized 50 Lbs. Boxes 99 Hot Dipped Galvanized Pails Rust -Lok® 190 Design Features: • Head and nail shank are welded together (an exclusive feature) • The "original" capped roofing nail • Ring shanks for additional pull out resistance • Installed with hand or pole hammer • Round head will not puncture roof membrane • Fits perfectly in the'2" and 3" Simplex Rupture Discs Approvals: American Plywood Association FFN -105b Type II, Style 20 Pullout Results: Average Pullout Resistance (Ibs.) Smooth Annular Grooved 1/2" Plywood 81 155 3/4" Plywood 99 224 2" Pine Plank 67 190 Test performed by Simplex Nails and Fasteners and the American Plywood Association Rupture Discs: Made of Galvalume metal to prevent corrosion. Designed to fit all Simplex Nails. Disc will increase rupture resistance to softer metals. 2" Rupture Disc is recommended for base sheet attachment. 3" Rupture Disc is recommended for insulation attachment. DiscDiameter Disc Shape DiscDesign *Pieces /Pound*Pieces /Box Pounds /Box 2" Round Parabolic 50 1000 20 3" Round Parabolic 23 1000 45 1 ., . //. • . .1 _ 1 T_ L_ C11_ _ 1 i .. 1 r l n inn n LEED Credit Chart I Specification 1 WHI'1'EWALK Roof Traffic Pads Page 1 of 3 i!!:'Ii,!:�i14li:S:tK .•: v:t?!MFr�'1!,UiitRipLlXA.i6i�ii 07 72 43 No. 761 -A WHITEWALK® Roof Traffic Pads Versii Related Content: PROBLEM Tremendous demands are being placed on the integrity of building roof systems. The roof stands as a ready platform to accept today's broad array of environmental equipment including heating, air conditioning and ventilating equipment, solar collectors, water supply, electronic and window washing equipment, signs and displays. The utilization of the roof to accommodate all of these activities generates a steady flow of traffic to install, service, maintain and secure this equipment. As a result, the integrity of the roofing system is subjected to a constant flow of potentially destructive traffic never planned for by the roofing system manufacturer. SOLUTION To solve this problem, specify and apply a roof walkway of tough, durable and aesthetically pleasing roof traffic pads. The installation of WHITEWALK and /or DUO -PAD from W. R. MEADOWS provides a designated "safe" area on which to walk. Highly absorbent, shock - resistant DUO -PAD Roof Traffic Pads are also ideal for application under machinery and equipment to safe -guard the roof and serve as anti - vibration pads. Used around the perimeter of the roof, they provide a safe roadway for the rolling of window washing equipment. (Refer to Data Sheet No. 761 -B) WHITEWALK and DUO -PAD Roof Traffic Pads may be used individually or in conjunction with each other to provide the exact type of protection and safety desired for each roofing system. DESCRIPTION WHITEWALK Roof Traffic are multi -ply, asphaltic panels consisting of a reinforced carrier sheet, fortified asphaltic core and a non -slip top surface of white mineral granules that reflects heat, and helps assure safe footing. WHITEWALK is specifically designed to provide a durable, visually designated walkway over most types of roofing systems. It is commonly used wherever there's a need to protect the integrity of the roofing system from maintenance traffic. USES WHITEWALK Roof Traffic Pads, with their white granular surface, provides an obvious, designated safe walkway for service routes to equipment of various types and traffic paths to, under and around signs and displays. WHITEWALK is compatible with fiberglass mesh, asphaltic coatings, asphalt- saturated felts, butyl rubber, neoprene, EPDM and most polyvinylchloride and plastic sheetings. WHITEWALK is not recommended for use on areas such as.sundecks, elevated patios, etc. where sharp or pointed furniture legs and high heel foot WHITEWALK Roof Traffic Pads traffic would puncture its surface. FEATURES AND BENEFITS • White reflective surface serves as a visual traffic guide • Easy to handle and install...no special tools required • Fully compatible with most currently popular roofing systems • Absorbs the impact of traffic with its tough asphaltic core • Available in two thicknesses • Virtually maintenance -free PACKAGING STANDARD SIZES (Nominal)* 1/2 "x3'x 5' &6'(12.7mmx.91mx1.5m &1.83m) 3/4 "x3'x 3' & 5' (19.05mm x .91m x .91m & 1.5m) * Other lengths are available upon request APPROX. WEIGHT PER 100 SF 330 lbs. (16.11 kg /sq.m) 495 lbs. (24.17 kg /sq.m) Application Tools Uti ity Knife e Roofer's Knife Page 2 of 3 APPLICATION Built -up roofing and Modified Bitumen Systems...Apply WHITEWALK Roof Traffic Pads after the roof has been completely surfaced with gravel, slag, etc. Sweep away all loose surfacing materials from the area to receive the WHITEWALK panels. Install the panels with spot applications of plastic cement or the same coating used to embed the gravel. Embed and step each panel into the spot applied cement or coating. Single -Ply Roofing Systems...Consult the manufacturer of the roofing system for assurance of compatibility with the WHITEWALK panels and for adhesive recommendations. NOTE: WHITEWALK Roof Traffic Pads should be spaced and applied like stepping stones to permit the unrestricted flow of free water. Apply with minimum of 1" to 3" -(25.4mm to 76.2mm) between panels. Do not butt tightly. WHITEWALK can be cut to size on the job to fit around roof equipment. PRECAUTIONS Read and follow application information, precautions and Material Safety Data information. This material last updated February, 2005. W. R. MEADOWS, INC. P.O. Sax 3.oS + HAMPSHIRE. aL 6014.0333 Phanac 8471214 -2100 ! Fax: B471633 -444 1-800442-6078 vNAV.vnmeadows e HAMPSHIRE, IL i CARTERVILLE, 3A I YORK. PA FORT WORTH, TX / BENICIA, CAI POMON+A CA GOODYEAR, AZ! MILTON, ON / ST: ALBERT, AB WHITEWALK Roof Traffic Pads Li "W MEADOWS, 1NC. Warrant at tb t and place we niake sitipnient, our Material wni tae oi?good tpuiltty and will cOnforrn with Our pabtistted SPecificatiOtts in force on the date of noceptanca of *Order" Read COitpiete wa nmity:. Copy ttitrtitzited 446 1,4nest, Diktinirtler TIO.t70#110 cOrmined Amain is incitnied for illustattive Outvotes tntly. aud to the bear of our is accurate and reliable. W MEADOW% Dia Calmat however;ttnder any circumstances Make any ratttee ofresuk or awe any obligation tiability iii cattnection, with the use Of tills ii fOrenatioa As W /I, MEADOWS INC. ha no control over the use to whirl others may ipnt its; prodtiot,5c,is recOltarteitivi that the products be tesied to deremins itsuitrble specific application andlor '. koforniattun is valid In ti partkulur circumstance. ReePonsibilhy rental* with the architect c engineer. contre*O and o , , fnr tha design,' applieatron and proper hastaltation of each prodtzct. Speclfiec'and user sitau deti~rmine tiaa suitabitity bf pi+attnits for specific application and assume ail retoOtsibitities in ooairit;ction theitwitti. Page 3 of 3 GAF=ERIALS CORPORATION GAF Materials Corporation Material Safety Data Sheet MSDS #1004 MSDS Date: May 2008 $0110,, 1 #R`OD_UC;Tr'001: 3 PANY INFO:RMATIOIV7 PRODUCT NAME: GAFGLAS® Ply 4 Roofing Felt, GAFGLAS® Ply 6 Roofing Felt, GAFGLAS® #75 Base Sheet, GAFGLAS® Flashing, GAFGLAS® Base & Ply Sheet (NLM), Weathercote (NLM), Black Armor® Base Sheet, GAFGLAS® #80 UltimaTM Base Sheet, GAFGLAS® FlexplyTM 6, Tile MateTm Base TRADE NAME: N/A CHEMICAL NAME / SYNONYM: N/A CHEMICAL FAMILY: N/A MANUFACTURER: GAF Materials Corporation ADDRESS: 1361 Alps Road, Wayne, NJ 07470 24 HOUR EMERGENCY PHONE: (CHEMTREC) 800 -424 -9300 INFORMATION ONLY: 800- 766 -3411 PREPARED BY: Randy Redwine APPROVED BY: Phil Curry Reactive Special Hazards OSHA HAZARDOUS: NFPA Hazard Rating HMIS Hazard Rating 1 1 0 Reactive Personal Protection 1 1 0 X Yes ❑ No X $ CATION,' SOMPOSITION /INWailATION,OMNOREDI,alir'� OCCUPATIONAL EXPOSURE LIMITS CHEMICAL NAME CAS # % (BY WT) OSHA ACGIH OTHER Silica, Crystalline 14808 -60 -7 Approx. 20 10 mg /m3 / (% 0.025 mg /m3 REL: 0.05 Quartz Si02 + 2) - resp. mg /m3 - resp. Page 1 of 7 GAF Materials Corporation MSDS# 1004 CHEMICAL NAME CAS # % (BY WT) OSHA ACGIH OTHER Talc (containing no 14807 -96 -6 < 20 asbestos) Asphalt Non - Hazardous Ingredients 20 mppcf (containing <1% Quartz) 8052 -42 -4 10 -30 NE Approx. 20 2 mg /m3 0.5 mg /m3 (inhalable fraction, as benzene - soluble aerosol) REL: 2 mg /m3 — resp. REL: 5mg /m3 — Ceiling (15 min. fumes) As defined in the OSHA Hazard Communication Standard, 29 CFR 1910.1200, the products above are considered articles and do not require an MSDS. However, GAF would like to disclose as much health and safety information as possible to ensure that this product is handled properly. All components listed for this product are bound within the product. When handled as intended and under normal conditions, none of the ingredients should be released and should not pose a significant health risk. 'ECTION 3 H'„A�Z�A'�I DS IDEIVTIFI'CATIciN PRIMARY ROUTE OF EXPOSURE: Inhalation SIGNS & SYMPTONS OF EXPOSURE EYES: N/A SKIN: N/A INGESTION: N/A INHALATION: Silica: Shortness of breath on exertion, dry cough; Talc: cough pneumoconiosis ACUTE HEALTH HAZARDS: N/A CHRONIC HEALTH HAZARDS: Silica: Limitation of expansion of the chest, emphysema; Talc: Pneumoconiosis. CARCINOGENICITY: The International Agency for Research on Cancer (IARC) and the National Toxicology Program (NTP) have determined that there is sufficient evidence in humans for the carcinogenicity of inhaled crystalline silica in the form of quartz or cristobalite. In addition, IARC has determined that there is sufficient evidence for the carcinogenicity of quartz and cristobalite in experimental animals. Among individuals with silicosis, lung cancer occurs more frequently in those who smoke. Page 2 of 7 GAF Materials Corporation MSDS# 1004 KNIA 4 FIRSTT` IDNEASR:URE FIRST AID PROCEDURES EYES: SKIN: INHALATION: INGESTION: Flush eyes with water for 15 minutes while holding eyelids apart. Consult medical personnel. Cool with ice or water. Do not attempt to remove asphalt immediately. Cover with petroleum jelly and remove when asphalt has softened. More individual to area with fresh air and provide oxygen if breathing is difficult. Consult medical personnel. Consult medical personnel. NOTES TO PHYSICIANS OR N/A FIRST AID PROVIDERS: S SCtTION4S 'FIRE #,FIGHTIN,GPROCEDtJRE; ..{ SUITABLE EXTINGUISHING MEDIA: CO2, Foam, Dry Chemical or Water HAZARDOUS COMBUSTION PRODUCTS: N/A RECOMMENDED FIRE FIGHTING PROCEDURES: UNUSUAL FIRE & EXPLOSION HAZARDS: Wear self- contained breathing apparatus and full protective clothing. None nTI0N16 ACC,ID.ENTALARELEAi'S MEArsili E:S ACCIDENTAL RELEASE MEASURES: Pick up pieces and dispose off properly. Vacuum dust. Use a dust suppressant if sweeping is necessary. SECTION 7`: IiA? oIlliNG AND STORAGE HANDLING AND STORAGE: OTHER PRECAUTIONS: Hot asphalt is used to install most of these products and is hazardous if contact is made with the eyes or skin. When heated, small amounts of hydrogen sulfide may be given off. Hydrogen sulfide is a flammable, toxic gas. Breathing of fumes must be avoided. Page 3 of 7 GAF Materials Corporation MSDS# 1004 r,,,, _Na -fie_., t. ,P-.. ,t+ ,..l a ar A o+t. ECTION�8 EXP03U , E, CONTROLS7PERS,ON�AI. PRO�TE.C�RO 4 ENGINEERING CONTROLS / N/A VENTILATION: RESPIRATORY PROTECTION: N/A EYE PROTECTION: Safety glasses with side shields. SKIN PROTECTION: N/A OTHER PROTECTIVE EQUIPMENT: Long sleeve shift and long trousers, (both with minimal synthetic fiber content). Solid work shoes. WORK HYGIENIC PRACTICES: Wash hands after application. EXPOSURE GUIDELINES: N/A IglitrSICAL ANDICF EM[CAIMRO`PERTIE APPEARANCE & ODOR: Thin black sheet in roll form, sand or talc surfaced. Slight asphaltic odor. FLASH POINT: >500 °F LOWER EXPLOSIVE LIMIT: N/A METHOD USED: COC UPPER EXPLOSIVE LIMIT: N/A EVAPORATION RATE: N/A BOILING POINT: N/A pH (undiluted product): N/A MELTING POINT: N/A SOLUBILITY IN WATER: Insoluble SPECIFIC GRAVITY: N/A VAPOR DENSITY: N/A PERCENT VOLATILE: N/A VAPOR PRESSURE: N/A MOLECULAR WEIGHT: N/A VOC WITH WATER (LBS /GAL): N/A WITHOUT WATER (LBS /GAL): N/A SECTION 1r0_° SITABILlifiY AND REAC-TI,UITj( THERMAL STABILITY: CONDITIONS TO AVOID (STABILITY): N/A STABLE X UNSTABLE ❑ Page 4 of 7 GAF Materials Corporation MSDS# 1004 INCOMPATIBILITY (MATERIAL TO AVOID): HAZARDOUS DECOMPOSITION OR BY- PRODUCTS: HAZARDOUS POLYMERIZATION: N/A Thermal decomposition may release CO, CO2, carbon particulates, methane, ammonia, hydrogen cyanide and hydrogen sulfide. Will not occur SEC�TtION OMOLO-GI,_ zkiI_NEORM THON TOXICOLOGICAL INFORMATION: No information available. SECTION 12' E:nt20G'1CALMNF,600 TI,O"N] ECOLOGICAL INFORMATION: No information available. 5EC;TIOY gX iffDISP,OSAL,CdNSIDnActirc N,, WASTE DISPOSAL METHOD: This product, as supplied, is not regulated as a hazardous waste by the U.S. Environmental Protection Agency (EPA) under Resource Conservation and Recovery Act (RCRA) regulations. Comply with state and local regulations for disposal RCRA HAZARD CLASS: N/A SECTION 1 if NSPOIRVAVO;N-INFO,RMATIO:N U.S. DOT TRANSPORTATION PROPER SHIPPING NAME: This product is not classified as a hazardous material for transport. N/A N/A HAZARD CLASS: ID NUMBER: PACKING GROUP: Page 5 of 7 N/A GAF Materials Corporation LABEL STATEMENT: N/A OTHER: N/A MSDS# 1004 $,ECTION 1;5 REG 917.00f2ONF®,RMATICQ__. U.S. FEDERAL REGULATIONS TSCA: This product and its components are listed on the TSCA 8(b) inventory. CERCLA: None SARA 311/312 HAZARD CATEGORIES: None 313 REPORTABLE INGREDIENTS: None CALIFORNIA PROPOSITION 65: This product contains a chemical known to the state of California to cause cancer and birth defects, or other reproductive harm. Other state regulations may apply. Check individual state requirements. The following components appear on one or more of the following state hazardous substances lists: Chemical Name CAS # CA MA MN NJ PA RI Silica, Crystalline Quartz 14808 -60 -7 Yes Yes Yes Yes Yes Yes Talc (containing no asbestos) 14807 -96 -6 Yes No Yes Yes Yes Yes Asphalt 8052 -42-4 Yes Yes Yes Yes Yes Yes SEC ICON 16lgoi HERf1NFOR'MATO.NJ ADDITIONAL COMMENTS: N/A DATE OF PREVIOUS MSDS: 05/2003 CHANGES SINCE PREVIOUS MSDS: Updated to ANSI 16 section format. This information relates to the specific material designated and may not be valid for such material used on combination with any other materials or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the date compiled. However, no representation, warranty or guarantee, expressed or implied, is made as to its accuracy, reliability, or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of such information Page 6 of 7 GAF Materials Corporation MSDS# 1004 for his particular use. We do not accept liability for any loss or damage that may occur from the use of this information. Nothing herein shall be construed as a recommendation for uses which infringe valid patents or as extending a license of valid patents. Page 7 of 7 GAF MATERIALS CORPORATION GAF Materials Corporation Material Safety Data Sheet MSDS #1004 MSDS Date: May 2008 $-E-CT( :1.WAND eVVIEJM INF©RMA rcir PRODUCT NAME: GAFGLAS® Ply 4 Roofing Felt, GAFGLAS® Ply 6 Roofing Felt, GAFGLAS® #75 Base Sheet, GAFGLAS® Flashing, GAFGLAS® Base & Ply Sheet (NLM), Weathercote (NLM), Black Armor® Base Sheet, GAFGLAS® #80 UltimaTm Base Sheet, GAFGLAS® FlexplyTM 6, Tile Mate TM Base TRADE NAME: N/A CHEMICAL NAME / SYNONYM: N/A CHEMICAL FAMILY: N/A MANUFACTURER: GAF Materials Corporation ADDRESS: 1361 Alps Road, Wayne, NJ 07470 24 HOUR EMERGENCY PHONE: (CHEMTREC) 800 -424 -9300 INFORMATION ONLY: 800- 766 -3411 PREPARED BY: Randy Redwine APPROVED BY: Phil Curry Reactive' Special Hazards OSHA HAZARDOUS: NFPA Hazard Rating HMIS Hazard Rating 1 1 0 Reactive Personal Protection 1 1 0 X Yes ❑ No X MPOSITION' /INgQRMATo.ic. IN'GREDIE:NT"S, OCCUPATIONAL EXPOSURE LIMITS CHEMICAL NAME CAS # % (BY WT) OSHA ACGIH OTHER Silica, Crystalline 14808 -60 -7 Approx. 20 10 mg /m3 / (% 0.025 mg /m3 REL: 0.05 Quartz Si02 + 2) — resp. mg /m3 — resp. Page 1 of 7 GAF Materials Corporation MSDS# 1004 CHEMICAL NAME CAS # % (BY WT) OSHA ACGIH OTHER Talc (containing no • 14807 -96 -6 < 20 asbestos) Asphalt Non - Hazardous Ingredients 20 mppcf (containing <1% Quartz) 8052 -42 -4 10 -30 NE Approx. 20 2 mg /m3 0.5 mg /m3 (inhalable fraction, as benzene - soluble aerosol) REL: 2 mg /m3 — resp. REL: 5mg /m3 — Ceiling (15 min. fumes) As defined in the OSHA Hazard Communication Standard, 29 CFR 1910.1200, the products above are considered articles and do not require an MSDS. However, GAF would like to disclose as much health and safety information as possible to ensure that this product is handled properly. All components listed for this product are bound within the product. When handled as intended and under normal conditions, none of the ingredients should be released and should not pose a significant health risk. SPEC ION 3 HA7AR4S IDENT,IFIC ita PRIMARY ROUTE OF EXPOSURE: Inhalation SIGNS & SYMPTONS OF EXPOSURE EYES: N/A SKIN: N/A INGESTION: N/A INHALATION: Silica: Shortness of breath on exertion, dry cough; Talc: cough pneumoconiosis ACUTE HEALTH HAZARDS: N/A CHRONIC HEALTH HAZARDS: Silica: Limitation of expansion of the chest, emphysema; Talc: Pneumoconiosis. CARCINOGENICITY: The International Agency for Research on Cancer (IARC) and the National Toxicology Program (NTP) have determined that there is sufficient evidence in humans for the carcinogenicity of inhaled crystalline silica in the form of quartz or cristobalite. In addition, IARC has determined that there is sufficient evidence for the carcinogenicity of quartz and cristobalite in experimental animals. Among individuals with silicosis, lung cancer occurs more frequently in those who smoke. Page 2 of 7 GAF Materials Corporation MSDS# 1004 SEmolg FIRS.tT AID MEASRURES FIRST AID PROCEDURES EYES: SKIN: INHALATION: INGESTION: Flush eyes with water for 15 minutes while holding eyelids apart. Consult medical personnel. Cool with ice or water. Do not attempt to remove asphalt immediately. Cover with petroleum jelly and remove when asphalt has softened. More individual to area with fresh air and provide oxygen if breathing is difficult. Consult medical personnel. Consult medical personnel. NOTES TO PHYSICIANS OR N/A FIRST AID PROVIDERS: aECTO .NSFIREF,;IGHIIVGPR'U`CEQU;RES SUITABLE EXTINGUISHING MEDIA: CO2, Foam, Dry Chemical or Water HAZARDOUS COMBUSTION PRODUCTS: N/A RECOMMENDED FIRE FIGHTING Wear self- contained breathing apparatus and full protective PROCEDURES: clothing. UNUSUAL FIRE & EXPLOSION None HAZARDS: SECTION 6: AC' @„IDBNOL- RELE/i BE MBU RE, ACCIDENTAL RELEASE MEASURES: Pick up pieces and dispose off properly. Vacuum dust. Use a dust suppressant if sweeping is necessary. $70.0 IONkarinDLIN _NDStTOOIG Hot asphalt is used to install most of these products and is HANDLING AND STORAGE: hazardous if contact is made with the eyes or skin. OTHER PRECAUTIONS: When heated, small amounts of hydrogen sulfide may be given off. Hydrogen sulfide is a flammable, toxic gas. Breathing of fumes must be avoided. Page 3 of 7 GAF Materials Corporation MSDS# 1004 SECTIONS EXPOSffREC�ONTR °OLS %PERSCQNALPRO�TLEC�TIO;f ENGINEERING CONTROLS / N/A VENTILATION: RESPIRATORY PROTECTION: N/A EYE PROTECTION: Safety glasses with side shields. SKIN PROTECTION: N/A OTHER PROTECTIVE EQUIPMENT: Long sleeve shift and long trousers, (both with minimal synthetic fiber content). Solid work shoes. WORK HYGIENIC PRACTICES: Wash hands after application. EXPOSURE GUIDELINES: N/A S CZIONg9`iPHg.SICi NDICHEMICALROPERTIES] APPEARANCE & ODOR: Thin black sheet in roll form, sand or talc surfaced. Slight asphaltic odor. FLASH POINT: >500 °F LOWER EXPLOSIVE LIMIT: N/A METHOD USED: COC UPPER EXPLOSIVE LIMIT: N/A EVAPORATION RATE: N/A BOILING POINT: N/A pH (undiluted product): N/A MELTING POINT: N/A SOLUBILITY IN WATER: Insoluble SPECIFIC GRAVITY: N/A VAPOR DENSITY: N/A PERCENT VOLATILE: N/A VAPOR PRESSURE: N/A MOLECULAR WEIGHT: N/A VOC WITH WATER (LBS /GAL): N/A WITHOUT WATER (LBS /GAL): N/A SECTfON 10 aSTABILITY NDAREACTIY,111* THERMAL STABILITY: CONDITIONS TO AVOID (STABILITY): N/A STABLE X UNSTABLE ❑ Page 4 of 7 GAF Materials Corporation MSDS# 1004 INCOMPATIBILITY (MATERIAL TO AVOID): HAZARDOUS DECOMPOSITION OR BY- PRODUCTS: HAZARDOUS POLYMERIZATION: N/A Thermal decomposition may release CO, CO2, carbon particulates, methane, ammonia, hydrogen cyanide and hydrogen sulfide. Will not occur itirON 11E TOgraltrOOGICAL IMf ORAATIO,N TOXICOLOGICAL INFORMATION: No information available. Aituirogew000lotaiiiircodimioN ECOLOGICAL INFORMATION: No information available. $- ECTIONK- 1:31.1 DISP. OSAL CONSID,ERAT.AN. WASTE DISPOSAL METHOD: This product, as supplied, is not regulated as a hazardous waste by the U.S. Environmental Protection Agency (EPA) under Resource Conservation and Recovery Act (RCRA) regulations. Comply with state and local regulations for disposal RCRA HAZARD CLASS: N/A WirfolfiRATION i, ,. ... ' d iA .t�..w.V.t PORT�ATIONIN_F;ORMA�TIO. y U.S. DOT TRANSPORTATION PROPER SHIPPING NAME: This product is not classified as a hazardous material for transport. N/A N/A HAZARD CLASS: ID NUMBER: PACKING GROUP: Page 5 of 7 N/A GAF Materials Corporation LABEL STATEMENT: N/A OTHER: N/A MSDS# 1004 IAKA__ N X15CRE.GULAliQI ARVIN E U.S. FEDERAL REGULATIONS TSCA: This product and its components are listed on the TSCA 8(b) inventory. CERCLA: None SARA 311/312 HAZARD CATEGORIES: None 313 REPORTABLE INGREDIENTS: None CALIFORNIA PROPOSITION 65: This product contains a chemical known to the state of California to cause cancer and birth defects, or other reproductive harm. Other state regulations may apply. Check individual state requirements. The following components appear on one or more of the following state hazardous substances lists: Chemical Name CAS # CA MA MN NJ PA RI Silica, Crystalline Quartz 14808 -60 -7 Yes Yes Yes Yes Yes Yes Talc (containing no asbestos) 14807 -96 -6 Yes No Yes Yes Yes Yes Asphalt 8052 -42 -4 Yes Yes Yes Yes Yes Yes 00110N tOiliHERBINFARMA7lI:ON ADDITIONAL COMMENTS: N/A DATE OF PREVIOUS MSDS: 05/2003 CHANGES SINCE PREVIOUS MSDS: Updated to ANSI 16 section format. This information relates to the specific material designated and may not be valid for such material used on combination with any other materials or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the date compiled. However, no representation, warranty or guarantee, expressed or implied, is made as to its accuracy, reliability, or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of such information Page 6 of 7 GAF Materials Corporation MSDS# 1004 for his particular use. We do not accept liability for any loss or damage that may occur from the use of this information. Nothing herein shall be construed as a recommendation for uses which infringe valid patents or as extending a license of valid patents. Page 7 of 7 GAF MAIEwAL.S CORPORATION GAF Materials Corporation Material Safety Data Sheet MSDS #1005 MSDS Date: May 2008 - iTtIONI1 PRODIJ01T AND100.MITANAINF;ORmAATI©ut GAFGLAS® STRATAVENT® (Perforated), GAFGLAS® STRATAVENT® (Nailable), GAFGLAS® Mineral Surfaced Cap Sheet, mineral Guard®, Mineral Guard Double Coverage®, Dubl= Coverage® (NLM), 18" Mineralized Starter (NLM), Tile- MateT'" Underlayment, Tile- MateT"' Cap PRODUCT NAME: Sheet TRADE NAME: N/A CHEMICAL NAME / SYNONYM: N/A CHEMICAL FAMILY: N/A MANUFACTURER: GAF Materials Corporation ADDRESS: 1361 Alps Road, Wayne, NJ 07470 24 HOUR EMERGENCY PHONE: (CHEMTREC) 800 -424 -9300 INFORMATION ONLY: 800- 766 -3411 PREPARED BY: Randy Redwine APPROVED BY: Phil Curry Reactive' Special Hazards OSHA HAZARDOUS: NFPA Hazard Rating HMIS Hazard Rating 1 1 0 Reactive Personal Protection 1 1 0 X Yes ❑ No X EC ITiION; 2aC ;OItiIIPOSITIONiliovRMoION ONA GREDIEN6N OCCUPATIONAL EXPOSURE LIMITS CHEMICAL NAME CAS # % (BY WT) OSHA ACGIH OTHER Silica, Crystalline 14808 -60 -7 Approx. 5 10 mg /m3 / (% 0.025 mg /m3 Quartz Si02 + 2) — resp. Page 1 of 7 REL: 0.05 mg /m3 — resp. GAF Materials Corporation MSDS # 1005 CHEMICAL NAME CAS # Asphalt Non - Hazardous Ingredients NE =Not Established % (BY WT) OSHA ACGIH 8052 -42 -4 10 -30 NE Approx.95 0.5 mg /m3 (inhalable fraction, as benzene - soluble aerosol) OTHER REL: 5mg /m3 — Ceiling (15 min. fumes) As defined in the OSHA Hazard Communication Standard, 29 CFR 1910.1200, the products above are considered articles and do not require an MSDS. However, GAF would like to disclose as much health and safety information as possible to ensure that this product is handled properly. All components listed for this product are bound within the product. When handled as intended and under normal conditions, none of the ingredients should be released and should not pose a significant health risk. SI=CTioNialti Acz: )ARD,s.413I iNTIFICA TIOI,". PRIMARY ROUTE OF EXPOSURE: Inhalation SIGNS & SYMPTONS OF EXPOSURE EYES: N/A SKIN: • N/A INGESTION: N/A INHALATION: Silica: Shortness of breath on exertion, dry cough; Talc: cough pneumoconiosis. ACUTE HEALTH HAZARDS: N/A CHRONIC HEALTH HAZARDS: Silica: Limitation of expansion of the chest, emphysema; Talc: Pneumoconiosis. CARCINOGENICITY: The International Agency for Research on Cancer (IARC) and the National Toxicology Program (NTP) have determined that there is sufficient evidence in humans for the carcinogenicity of inhaled crystalline silica in the form of quartz or cristobalite. In addition, IARC has determined that there is sufficient evidence for the carcinogenicity of quartz and cristobalite in experimental animals. Among individuals with silicosis, lung cancer occurs more frequently in those who smoke. SEC;TLO,N4i�: FIRSTAI'DM�EA'S.RUREbti Page 2 of 7 GAF Materials Corporation MSDS # 1005 FIRST AID PROCEDURES EYES: SKIN: INHALATION: INGESTION: Flush eyes with water for 15 minutes while holding eyelids apart. Consult medical personnel. Cool with ice or water. Do not attempt to remove asphalt immediately. Cover with petroleum jelly and remove when asphalt has softened. More individual to area with fresh air and provide oxygen if breathing is difficult. Consult medical personnel. Consult medical personnel. NOTES TO PHYSICIANS OR N/A FIRST AID PROVIDERS: $.5...0 110 5 FIRE FIGHTIN;G�PRau. DtY,F3 SUITABLE EXTINGUISHING MEDIA: CO2, Foam, Dry Chemical or Water HAZARDOUS COMBUSTION PRODUCTS: N/A RECOMMENDED FIRE FIGHTING Wear self- contained breathing apparatus and full protective PROCEDURES: clothing. UNUSUAL FIRE & EXPLOSION None HAZARDS: EC rt(0N06 AMID,aNTio►L REO_!Ka,EIM04s,URES� ACCIDENTAL RELEASE MEASURES: Pick up pieces and dispose off properly. Vacuum dust. Use a dust suppressant if sweeping is necessary. SCtTION MIAN'DLI N GVIANp1STO RAAGL Hot asphalt is used to install most of these products and is HANDLING AND STORAGE: hazardous if contact is made with the eyes or skin. OTHER PRECAUTIONS: When heated, small amounts of hydrogen sulfide may be given off. Hydrogen sulfide is a flammable, toxic gas. Breathing of fumes must be avoided. Page 3 of 7 GAF Materials Corporation MSDS # 1005 §EQ91I0,1 8 .EIKO: RE% CONTROLS %PERSONAL RgoiriECTIONl ENGINEERING CONTROLS / N/A VENTILATION: RESPIRATORY PROTECTION: N/A EYE PROTECTION: Safety glasses with side shields. SKIN PROTECTION: N/A OTHER PROTECTIVE EQUIPMENT: Long sleeve shift and long trousers, (both with minimal synthetic fiber content). Solid work shoes. WORK HYGIENIC PRACTICES: Wash hands after application. EXPOSURE GUIDELINES: N/A SECTION 9; PHYSICA0ANDOMEMI:OL PR'oRERTIESi APPEARANCE & ODOR: Thin black sheet in roll form, granulars on one side and sand on the other. Slight asphaltic odor. FLASH POINT: >500 °F LOWER EXPLOSIVE LIMIT: N/A METHOD USED: COC UPPER EXPLOSIVE LIMIT: N/A EVAPORATION RATE: N/A BOILING POINT: N/A pH (undiluted product): N/A MELTING POINT: N/A SOLUBILITY IN WATER: Insoluble SPECIFIC GRAVITY: N/A VAPOR DENSITY: N/A PERCENT VOLATILE: N/A VAPOR PRESSURE: N/A MOLECULAR WEIGHT: N/A VOC WITH WATER (LBS /GAL): N/A WITHOUT WATER (LBS /GAL): N/A 0-alciNtletSIONNOIVANL0 REACTIUIT. THERMAL STABILITY: CONDITIONS TO AVOID (STABILITY): N/A STABLE X Page 4 of 7 UNSTABLE ❑ GAF Materials Corporation MSDS # 1005 INCOMPATIBILITY (MATERIAL TO AVOID): HAZARDOUS DECOMPOSITION OR BY- PRODUCTS: HAZARDOUS POLYMERIZATION: N/A Thermal decomposition may release CO, CO2, carbon particulates, methane, ammonia, hydrogen cyanide and hydrogen sulfide. Will not occur ECTION NUTWOXIC-OLOdICA INFO:RMATIO'N TOXICOLOGICAL INFORMATION: No information available $EC-TIO;N 1i2.TAECYOLOGI.CAOTI FOR iri*IION ECOLOGICAL INFORMATION: No information available EC'�TI ONO L DISPOSAL`. CO.NSIRFRAIITI,Q,N_ WASTE DISPOSAL METHOD: This product, as supplied, is not regulated as a hazardous waste by the U.S. Environmental Protection Agency (EPA) under Resource Conservation and Recovery Act (RCRA) regulations. Comply with state and local regulations for disposal RCRA HAZARD CLASS: N/A ECMTt106111'4 TIRANSPO133iAlitclNgiNFORMAT10; U.S. DOT TRANSPORTATION PROPER SHIPPING NAME: This product is not classified as a hazardous material for transport N/A N/A HAZARD CLASS: ID NUMBER: PACKING GROUP: Page 5 of 7 N/A GAF Materials Corporation LABEL STATEMENT: N/A OTHER: N/A MSDS # 1005 $EC1T.1'ON: S DREG'U'_1 TO "Rsl`(INFORMATIsO U.S. FEDERAL REGULATIONS TSCA: This product and its components are listed on the TSCA 8(b) inventory. CERCLA: None SARA 311/312 HAZARD CATEGORIES: None 313 REPORTABLE INGREDIENTS: None CALIFORNIA PROPOSITION 65: This product contains a chemical known to the state of California to cause cancer and birth defects, or other reproductive harm. Other state regulations may apply. Check individual state requirements. The following components appear on one or more of the following state hazardous substances lists: Chemical Name CAS # CA MA MN NJ PA RI Silica, Crystalline Quartz 14808 -60 -7 Yes No Yes Yes Yes Yes Asphalt 8052 -42 -4 Yes Yes Yes Yes Yes Yes S ditif ,N 16 OTHER,1NFORMi4T1 IO,N ADDITIONAL COMMENTS: N/A DATE OF PREVIOUS MSDS: 12/2001 CHANGES SINCE PREVIOUS MSDS: Updated to ANSI 16 section format. This information relates to the specific material designated and may not be valid for such material used on combination with any other materials or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the date compiled. However, no representation, warranty or guarantee, expressed or implied, is made as to its accuracy, reliability, or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of such information for his particular use. We do not accept liability for any loss or damage that may occur from the use of Page 6 of 7 GAF Materials Corporation MSDS # 1005 this information. Nothing herein shall be construed as a recommendation for uses which infringe valid patents or as extending a license of valid patents. Page 7 of 7 iliI[,ri.aI[ Th2 SERI OF QuRIITY Page: 1 of 5 Material Safety Data Sheet 24 HR. CHEMTREC EMERGENCY #: 1- 800 -424 -9300 (OUTSIDE THE U.S. & CANADA: 1- 202 - 483 -7616) SECTION 1 - PRODUCT IDENTIFICATION HAZARD RATING 4- EXTREME 3 -HIGH 2 - MODERATE 1 - SLIGHT 0 - INSIGNIFICANT Fire 2 Health 2 0 Reactivity Special IDENTITY: Asphalt Rubber Cements / Coatings #19UItra, 66AF, 81AF,88R, 229AF DATE: June 9, 2003 Revision: 3 MANUFACTURER: Karnak Corporation 330 Central Ave. Clark, NJ 07066 U.S.A. Telephone #: 1- 732 - 388 -0300 SECTION 2 - COMPOSITION, INFORMATION ON INGREDIENTS Components Asphalt Aromatic Petroleum Rubber Attapulgite Clay Cellulose Fibers Cationic Salt CAS# 8052 -42-4 Distillates 8052 -41 -3 9003 -55 -8 12174 -11 -7 9004 -34 -6 28701 -67 -9 PEL = Permissible Exposure Limits TLV = Threshold Limit Value N.E. = Not Established N.A. = Not Applicable Weight % OSHA PEL 30 -80 N.E. 3-40 100 ppm 5 -15 N.A. 0 -20 N.A 0 -15 5mg /m3 0 -3 N.A ACGIH TLV 5mg /m3 100 ppm N.A. 5mg /m3 5mg /m3 N.A Other Limits Recommended 5mg /m3 ( NIOSH) 350mg /m (NIOSH) None N.A N.A N.A OSHA = Occupational Safety and Health Administration ACGIH = American Conference of Governmental Industrial Hygienists NIOSH = National Institute for Occupational Safety and Health SECTION 3 - HAZARDS IDENTIFICATION Combustible liquid and Vapor Potential Health Effects: Fumes from product can be unpleasant, may cause nausea, headache and irritating to eyes, skin, and respiratory tract. MSDS Page 2 of 5 Rev. 3 Asphalt Rubber cement SECTION 4 - FIRST AID MEASURES Eye Contact: If this product comes in contact with eyes, Flush eye with plenty of water for at least 15 minutes and seek medical attention. Skin Contact: If this product comes in contact with skin, remove material with mineral oil, then wash with soap and plenty of water. Inhalation: If respiratory discomfort occurs, remove to fresh air. If discomfort continues, administer oxygen and get medical attention. Ingestion: If swallowed, do not induce vomiting. Get medical attention. SECTION 5 - FIRE FIGHTING MEASURES Flash Point (PMCC): 104 °F Minimum Dust Explosivity Limits: Not Applicable. Extinguishing Media: Carbon dioxide (CO2), foam, or dry chemical. Water may be used to Cool containers exposed to heat. Fire Fighting Instructions: Unusual Fire Hazards: Minimize breathing vapors, gases or fumes of decomposition products. Do not enter any enclosed or confined fire space without proper protective equipment, including self - contained breathing apparatus. When heated above flash point, material will release flammable vapors which can burn or be explosive in confined spaces if ignited. Do not mix with strong oxidants such as liquid chlorine or concentrated oxygen. SECTION 6 - ACCIDENTAL RELEASE MEASURES Eliminate sources of ignition, and ventilate the area. Add sand or earth or absorb spill with suitable absorbent material and place in a closed container. Keep product out of sewers and waterways by diking or impounding. Advise authorities if product has entered or may enter sewers or waterways. Assure conformity with applicable governmental regulations. MSDS Page 3 of 5 Rev. 3 Asphalt Rubber Cement SECTION 7 - HANDLING AND STORAGE Vapors are heavier than air and may travel along the ground or be moved by ventilation to locations distant from the point of material handling. To prevent fumes from entering buildings or confined areas, close all air intake sources near the material handling or the work area. To prevent ignition, avoid smoking, keep away from heat, open flames and sources of static or electrical sparking. Use explosion proof motors and equipment. Tank trucks or other containers should be grounded and /or bonded when the material is transferred. Avoid prolonged or repeated inhalation of vapors or spray mists. Avoid prolonged or repeated skin contact. Adhere to good hygienic practices. Avoid open flames. Use with adequate ventilation. Store in a cool, dry place, out of direct sunlight and away from heat, sparks, and flame. Health studies have shown that many petroleum hydrocarbons pose potential human health risks which may vary from person to person. As a precaution, exposure to liquids, vapors, mists or fumes should be minimized. SECTION 8 - EXPOSURE CONTROLS, PERSONAL PROTECTION Respiratory Protection: Use supplied -air respirator in confined areas or with vapors in high concentrations. Ventilation: Local Exhaust: In enclosed areas. Special: None Mechanical: In enclosed areas. Other: None Eye Protection: Safety glasses or face shield for liquid material. Protective Gloves: Solvent impervious gloves. Other Protective Clothing Equipment: Long sleeves and impervious clothing to protect against splashing. Work/Hygienic Practices: See Section 7. SECTION 9 - PHYSICAL AND CHEMICAL PROPERTIES Appearance and Odor: Dark liquid. Mild petroleum odor Vapor Pressure: 3 Boiling Point: 300 -350 °F Evaporation Rate (Butyl Acetate =l)@ 77 °F: 0.2 Melting Point (R & B): N/A Vapor Density (Air = 1): >4 Solubility in water: Insoluble. Flash Point (PMCC): 104 °F min. Specific Gravity (H20 =1): 0.8 — 0.99 MSDS Page 4 of 5 Rev. 3 Asphalt Rubber cement USECTION 10 - STABILITY AND REACTIVITY Stability: Stable Conditions to Avoid: Keep away from heat, spark, open flames. Auto - ignition temperature unknown. Incompatibility (Materials to Avoid): May react with strong oxidizing materials. Hazardous Decomposition or Byproducts: Combustion: carbon dioxide (CO2), carbon monoxide (CO), nitrogen oxides, smoke, and fumes. Hazardous Polymerization: Will not occur. UUSECTION 11 - TOXICOLOGICAL INFORMATION Product may cause respiratory irritation, headache, dizziness, nausea and vomiting. Prolonged or repeated contact with skin may cause dermatitis. Carginogenicity: NTP ?: No IARC Monographs ?: No OSHA Regulated ?: No SECTION 12 - ECOLOGICAL INFORMATION EPA Hazard Classification Code: Acute Hazard: Chronic Hazard: Fire Hazard: Pressure Hazard: Reactive Hazard: Not Applicable: X SECTION 13 - DISPOSAL CONSIDERATIONS Dispose of in accordance with local, state and federal regulations. MSDS Page 5 of 5 Rev. 3 Asphalt Rubber cement SECTION 14 - TRANSPORTATION INFORMATION The description shown may not apply to all shipping situations. Consult 49 CFR, or appropriate regulations, for additional description requirements. DOT Shipping Name: Asphalt Primer /Coating DOT Label Information: Combustible Liquid DOT Hazard Class: Non - Hazardous (Ground transport only) DOT Packing Group: N/A (Ground transport only) SECTION 15 - REGULATORY INFORMATION SARA TITLE III - EPA Regulation 40 CFR 302 (CERCLA Section 102); CFR 355 (SARA Section 301 -304); CFR 372 (SARA Section 311 -313) - NOT APPLICABLE. This product contains the following chemicals subject to the reporting requirements of SARA 313 and 40 CFR 372 1,2,4 — Trimethylbenzene CAS# 95 -63 -6 Weight% 0 -2 EPA HAZARD CLASSIFICATION CODE: Acute Hazard /Chronic Hazard /Fire Hazard /Pressure Hazard /Reactive Hazard - NOT APPLICABLE. TOSCA, CANADIAN DSL: Not Hazardous. SECTION 16 - OTHER INFORMATION Revision Statement: This Material Safety Data Sheet has been revised to follow the ANSI Z400.1 standard. This information relates only to the specific material designated and may not be valid for such material used in combination with any other materials or in any process. Although certain hazards are described herein, we cannot guarantee that these are the only hazards that exist. The information has been completed to the best of our knowledge and is believed to be accurate and reliable as from the date indicated. However, no warranty is made as to its accuracy, reliability or completeness. It is the user's responsibility to satisfy oneself as to the suitability and completeness of such information for his own particular use. 1 I(arnalc Th. SERI OF I URIITY Page: 1 of 5 Material Safety Data Sheet 24 HR. CHEMTREC EMERGENCY #: 1- 800 -424 -9300 (OUTSIDE THE U.S. & CANADA: 1- 202 -483 -7616) HAZARD RATING 4- EXTREME 3 - HIGH 2- MODERATE 1 - SLIGHT 0 - INSIGNIFICANT Fire 2 Health 2 0 Reactivity Special SECTION 1 - PRODUCT IDENTIFICATION IDENTITY: Asphalt Primer / Coating #102 AF,105 AF,107 AF,108 AF,111 AF,112 AF,118 AF DATE: September 4, 2003 Revision: 3 MANUFACTURER: Karnak Corporation 330 Central Ave. Clark, NJ 07066 U.S.A. Telephone #: 1- 800 - 526 -4236 24 HR CHEMTREC EMERGENCY NUMBER 1- 800 -424 -9300 (OUTSIDE THE U.S AND CANADA 1- 202 - 483 -7616) SECTION 2 - COMPOSITION, INFORMATION ON INGREDIENTS Components Asphalt Aliphatic Hydrocarbons (Stoddard) Gilsonite CAS# 8052 -42-4 8052 -41 -3 12002 -43 -6 PEL = Permissible Exposure Limits TLV = Threshold Limit Value N.E. = Not Established Other Limits Weight % OSHA PEL ACGIH TLV Recommended 50 -90 10 ppm 0.5mg /m3 5mg /m3 ( NIOSH) 10 -50 100 ppm 100 ppm 350mg /m (NIOSH) 0 -10 N/A N/A None OSHA = Occupational Safety and Health Administration ACGIH = American Conference of Governmental Industrial Hygienists NIOSH = National Institute for Occupational Safety and Health SECTION 3 - HAZARDS IDENTIFICATION Combustible liquid and Vapor Potential Health Effects: Fumes from product can be unpleasant, may cause nausea, headache and irritating to eyes, skin, and respiratory tract. MSDS Page 2 of 5 Rev. 3 Asphalt Cutback SECTION 4 - FIRST AID MEASURES Eye Contact: If this product comes in contact with eyes, Flush eye with plenty of water for at least 15 minutes and seek medical attention. Skin Contact: If this product comes in contact with skin, remove material with mineral oil, then wash with soap and plenty of water. Inhalation: If respiratory discomfort occurs, remove to fresh air. If discomfort continues, administer oxygen and get medical attention. Ingestion: If swallowed, do not induce vomiting. Get medical attention. SECTION 5 - FIRE FIGHTING MEASURES Flash Point (PMCC): 104 °F Minimum Dust Explosivity Limits: Not Applicable. Extinguishing Media: Carbon dioxide (CO2), foam, or dry chemical. Water may be used to Cool containers exposed to heat. Fire Fighting Instructions: Unusual Fire Hazards: Minimize breathing vapors, gases or fumes of decomposition products. Do not enter any enclosed or confined fire space without proper protective equipment, including self- contained breathing apparatus. When heated above flash point, material will release flammable vapors which can bum or be explosive in confined spaces if ignited. Do not mix with strong oxidants such as liquid chlorine or concentrated oxygen. SECTION 6 - ACCIDENTAL RELEASE MEASURES Eliminate sources of ignition, and ventilate the area. Add sand or earth or absorb spill with suitable absorbent material and place in a closed container. Keep product out of sewers and waterways by diking or impounding. Advise authorities if product has entered or may enter sewers or waterways. Assure conformity with applicable governmental regulations. MSDS Page 3 of 5 Rev. 2 Asphalt Cutback SECTION 7 - HANDLING AND STORAGE Vapors are heavier than air and may travel along the ground or be moved by ventilation to locations distant from the point of material handling. To prevent fumes from entering buildings or confined areas, close all air intake sources near the material handling or the work area. To prevent ignition, avoid smoking, keep away from heat, open flames and sources of static or electrical sparking. Use explosion proof motors and equipment. Tank trucks or other containers should be grounded and /or bonded when the material is transferred. Avoid prolonged or repeated inhalation of vapors or spray mists. Avoid prolonged or repeated skin contact. Adhere to good hygienic practices. Avoid open flames. Use with adequate ventilation. Store in a cool, dry place, out of direct sunlight and away from heat, sparks, and flame. Health studies have shown that many petroleum hydrocarbons pose potential human health risks which may vary from person to person. As a precaution, exposure to liquids, vapors, mists or fumes should be minimized. SECTION 8 - EXPOSURE CONTROLS, PERSONAL PROTECTION Respiratory Protection: Use supplied -air respirator in confined areas or with vapors in high concentrations. Ventilation: Local Exhaust: In enclosed areas. Special: None Mechanical: In enclosed areas. Other: None Eye Protection: Safety glasses or face shield for liquid material. Protective Gloves: Solvent impervious gloves. Other Protective Clothing Equipment: Long sleeves and impervious clothing to protect against splashing. Work/Hygienic Practices: See Section 7. SECTION 9 - PHYSICAL AND CHEMICAL PROPERTIES Appearance and Odor: Dark liquid. Mild petroleum odor Vapor Pressure: 3 Boiling Point: 300 -350 °F Evaporation Rate (Butyl Acetate =l)@ 77 °F: 0.2 Melting Point (R & B): N/A Vapor Density (Air = 1): >4 Solubility in water: Insoluble. Flash Point (PMCC): 104 °F min. Specific Gravity (H20 =1): 0.8 — 0.99 MSDS Page 4 of 5 Rev. 3 Asphalt cutback SECTION 10 STABILITY AND REACTIVITY Stability: Stable Conditions to Avoid: Keep away from heat, spark, open flames. Auto - ignition temperature unknown. Incompatibility (Materials to Avoid): May react with strong oxidizing materials. Hazardous Decomposition or Byproducts: Combustion: carbon dioxide (CO2), carbon monoxide (CO), nitrogen oxides, smoke, and fumes. Hazardous Polymerization: Will not occur. SECTION 11 - TOXICOLOGICAL INFORMATION Product may cause respiratory irritation, headache, dizziness, nausea and vomiting. Prolonged or repeated contact with skin may cause dermatitis. Carginogenicity: NTP ?: No IARC Monographs ?: No OSHA Regulated ?: No SECTION 12 - ECOLOGICAL INFORMATION EPA Hazard Classification Code: Acute Hazard: Chronic Hazard: Fire Hazard: Pressure Hazard: Reactive Hazard: Not Applicable: X SECTION 13 - DISPOSAL CONSIDERATIONS Dispose of in accordance with local, state and federal regulations. MSDS Page 5 of 5 Rev. 3 Asphalt cutback SECTION 14 - TRANSPORTATION INFORMATION The description shown may not apply to all shipping situations. Consult 49 CFR, or appropriate regulations, for additional description requirements. DOT Shipping Name: Asphalt Primer /Coating DOT Label Information: Combustible Liquid DOT Hazard Class: N/A DOT Packing Group: N/A (Ground transport only) SECTION 15 - REGULATORY INFORMATION SARA TITLE III - EPA Regulation 40 CFR 302 (CERCLA Section 102); CFR 355 (SARA Section 301 -304); CFR 372 (SARA Section 311 -313) - NOT APPLICABLE. This product contains the following chemicals subject to the reporting requirements of SARA 313 and 40 CFR 372 1,2,4 — Trimethylbenzene CAS# 95 -63 -6 Weight% 0 -2 EPA HAZARD CLASSIFICATION CODE: Acute Hazard /Chronic Hazard /Fire Hazard /Pressure Hazard /Reactive Hazard - NOT APPLICABLE. TSCA, CANADIAN DSL: Yes SECTION 16 - OTHER INFORMATION Revision Statement: This Material Safety Data Sheet has been revised to follow the ANSI Z400.1 standard. Supersedes: This information relates only to the specific material designated and may not be valid for such material used in combination with any other materials or in any process. Although certain hazards are described herein, we cannot guarantee that these are the only hazards that exist. The information has been completed to the best of our knowledge and is believed to be accurate and reliable as from the date indicated. However, no warranty is made as to its accuracy, reliability or completeness. It is the user's responsibility to satisfy oneself as to the suitability and completeness of such information for his own particular use. Fields Type 1,2,3, & 4 Hot Asphalts MSDS Page 1 of 2 < Fields Hot Asphalts Material Safety Data Sheet Ti, T2, T3 & T4 MeltPac, MeltKeg, & MeltBulk Type 1, 2, 3 & 4 Hot Applied Asphalt PHYSICAL PROPERTIES Appearance And Odor: Back solid @ 70 °F Boiling Point: 700° F Vapor Pressure: N/A Vapor Density (air= 1): N/A Evaporation Rate (BuOAc = 1): N/A Specific Gravity (H20 = 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 containers. Use self contained breathing apparatus in confined areas. REACTIVITY DATA Stability: Stable Hazardous Polymerization: Will not occur Hazardous Decomposition Products: CO, CO2, SOx, H2S 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 respirator. 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 recommended. HAZARDOUS INGREDIENTS: 'Chemical & Common Namel% WeightlOSHA PEL HEALTH AND HAZARD DATA Routes of Entry: Inhalation, ingestion, skin, and eyes. Inhalation: Nasal, respiratory irritation, fatigue, dizziness, and headache. Ingestion: Gastrointestinal irritation, nausea, vomiting, and diarrhea. Aspiration into lungs can cause chemical pneumonia. Skin Contact: Thermal burns. 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: 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 medical attention. Skin Contact: Remove contaminated clothing. Wash area with soap and water. 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. Recover product. Add sand, earth, or other suitable absorbent to 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 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. IACGIH TLV htt-n.MA, pit] c,nrn nnm /rnmmPrnia1 /nrndimtc /m Rd sib ntmc_html 5/13/2010 Fields Type 1,2,3, & 4 Hot Asphalts MSDS Page 2 of 2 Petroleum Asphalt N/A 5m /m3 8hr (fumes) 1100 I1Oppm � 9 L ) (Hydrogen Sulfide Contained .8hr TWA, 15ppm STE 1Oppm 8hr TWA, 15ppm STE 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 Type 1,2,3,4 Hot Product Info > About Fields 1 Services 1 Product Guide 1 Advertising 1 BUR Systems Copyright © 2003 Fields Company, LLC. All rights reserved. htta://fieldscorp.com/commercial/products/msds/hotms.html 5/13/2010 CHEM LINK INC. Material Safety Data Sheet ANSI 2400.1 Format EMERGENCY CONTACTS Cali Chemtrec: USA: 1- 800 -424 -9300 International: (703) 527 -3887 Section 1. Product and Company Information Product Name Chemical Family Product Use MSDS Prepared MSDS Prepared by 1 -PART POURABLE SEALER Silyl terminated polyether Moisture cure sealant 05/03/10 James Larke CHEM LINK INC 353 E. Lyons Street Schoolcraft, MI 49087 U.S.A. Tel: 269- 679 -4440 Fax: 269 - 679 -4448 Section 2. Composition / Information on Ingredients HAZARDOUS INGREDIENTS Ingredient Name CAS Number Concentration Amino Silane 1760 -24 -3 1 - 5% Section 3. Hazards Identification EMERGENCY OVERVIEW Human Effects and Symptoms of Exposure HMIG Health 1 Flammability 0 0 Protective Equipment B Routes of Entry — Dermal contact, Eye. Acute Eye Contact — Direct contact can cause severe irritation. Acute Skin Contact — May cause mild irritation. May cause the following effects: Itching - slight local redness - swelling Skin Absorption — Not Toxic. Acute Inhalation — Product is extremely low in volatility and therefore not likely to pose a problem from inhalation. Acute Ingestion — May be harmful if ingested, not a likely route of entry. Chronic Effects of exposure — Repeated or prolonged direct contact to the eyes may cause chemical burns. Repeated or prolonged direct contact to the skin may cause a dermatitis. Medical Conditions Aggravated by exposure — Preexisting skin and eye disorders may be aggravated by direct contact to this product. Carcinogenicity — There are no components in this product that are listed as a carcinogen by NTP, IARC, ACGIH or OSHA. Section 4. First Aid Measures First Aid For Eyes — Flush with large amounts of water for at least 15 minutes. Consult a Physician if ill effects or irritation occurs. First Aid For Skin — Clean product from affected area with Ethyl alcohol, then wash with soap and water. First Aid for Inhalation — An unlikely route of entry. Remove to fresh air. Consult a physician. First Aid For Ingestion — An unlikely route of entry. Consult a physician. Last revised 5/03/10 CHEM LINK INC. Material Safety Data Sheet 1 -PART POURABLE SEALER Section 5. Fire Fighting Measures Special Fire Fighting Instructions — None. Full emergency equipment with self — contained breathing apparatus and full protective clothing should be worn by firefighters. Extinguishing Media — Water, CO2, Dry Chemical Foam. Unusual Fire and Explosion Hazards — None. This product is not considered flammable. Flashpoint — Not applicable. Upper Flammable Limit — Not applicable. Lower Flammable Limit — Not applicable. Autoignition temperature — Not applicable. Sensitivity to Impact — Not applicable. Sensitivity to Static Discharge — Not applicable. Hazardous Combustion Products — Thermal decomposition may produce toxic fumes of Carbon Monoxide and /or Carbon dioxide. Section 6. Accidental release measures Personal Precautions — Use personal protection recommended in section 8. Methods For Cleaning Up — Collect spill with absorbent material such as cardboard and place into a container approved for waste disposal. Section 7. Handling and Storage Handling — Use personal protection recommended in section 8. Avoid eye, skin and clothing contact. Storage — Store in a cool dry area (this product polymerizes when in contact with moisture.) Section 8. Exposure Controls / Personal Protection Exposure Guidelines — No established limits. Engineering controls — No specific controls are needed. Personal Protective Equipment: Eye Protection — Wear safety glasses or goggles to avoid eye contact. Skin Protection — Wear impervious gloves such as vinyl to minimize contact with skin. Respiratory Protection — Not required. Work/Hygienic Practices — Avoid contact with eyes and skin. Wash thoroughly after handling and before eating or drinking. Section 9. Physical and Chemical Properties Physical State Liquid.(reacts with moisture to become a firm synthetic rubber) Odor and appearance Mild ester odor, white colored liquid. pH Not established. Specific Gravity Heavier than water. Density — 11.7 lbs/gal. Vapor Density (air = 1) > 1 Vapor Pressure (mmHg) Not established. Evaporation Rate ...Not Applicable. Last revised 5/03/10 CHEM LINK INC. Material Safety Data Sheet 1 -PART POURABLE SEALER Section 9. Physical and Chemical Properties (continued) Boiling Point Not established. Freezing Point Not established. Coefficient of Water /Oil DistributionNot established Viscosity — 30,000 cP Section 10. Stability and Reactivity Stability — Considered Stable. Conditions to Avoid — None known Incompatible Materials — None known. Hazardous Decomposition Products — None known. Hazardous polymerization — Will not occur. Reactivity — Hazardous reaction will not occur. Section 11. Toxicological Information Information below is based on Amino Silane (refer to sections 2.and 3.) Oral — Result: LD50 > 2,000 mg /kg. Remark: Very low order of toxicity. Skin Absorption — Result: LD50 > 2,000 mg /kg. Remark: Very low order of toxicity. Skin Direct contact — Result: Slight irritation. Eye Direct contact — Result: Severe irritation. Remark: Causes corneal injury. Inhalation — Result: LC50 Not acutely Toxic. Exposure Limits — Not applicable. Sensitization — No. Reproductive Toxicity — No. Mutagenicity — No. Teratogenicity — No Synergistic Products — None. Section 12. Ecological Information No known applicable information. Section 13. Disposal Considerations If this product as supplied becomes a waste, it does not meet the criteria of a hazardous waste as defined under the Resource Conservation and Recovery Act (RCRA) 40 CFR 261. This product becomes a firm synthetic rubber when cured. Please allow to cure before disposal. Section 14. Transport Information Special Shipping Information — None. DOT — Not regulated. TDG — Not available. PIN — Not available. Last revised 5/03/10 CHEM LINK INC. Material Safety Data Sheet 1 -PART POURABLE SEALER Section 15. Regulatory Information OSHA 29 CFR 1910 -1200 — Irritant. TSCA — All components of this product are listed on TSCA Inventory. CERCLA Reportable Quantity — Not applicable. SARA Title III: Section 302 Extremely Hazardous Substances — None. Section 304 — Not applicable. Section 311/312 — Immediate (acute) health hazard. Section 313 — None. RCRA — Refer to section 13. Califomia Proposition 65 — This product contains no levels of listed substances which the state of California has found to cause cancer, birth defects or other reproductive harm. WHIMS Classification — D2B Section 16. Other Information Prepared in accordance with 29 CFR 1910.1200 This Product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all of the information required by the CPR. To the best of our knowledge, the information contained herein is accurate. However Chem Link Inc. does not assume any liability whatsoever for the accuracy or completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown hazards and should be handled with care. Although we have described herein all of the hazards to which we are currently aware, we cannot guarantee that these are the only hazards which exist. Last revised 5/03/10 CHEM LINK INC. Material Safety Data Sheet ANSI 2400.1 Format EMERGENCY CONTACTS Cali Chemtrec: USA: 1- 800 -424 -9300 International: (703) 527 -3887 Section 1. Product and Company Information Product Name Chemical Family Product Use MSDS Prepared MSDS Prepared by M -1 Structural Sealant Silyl terminated polyether Moisture cure sealant 10/23/04 Ed Zimmerman CHEM LINK INC. 353 E. Lyons Street Schoolcraft, MI 49087 U.S.A. Tel: 269- 679 -4440 Fax: 269 - 679 -4448 Section 2. Composition / Information on Ingredients HAZARDOUS INGREDIENTS Ingredient Name CAS Number Concentration Amino Silane 1760 -24 -3 1 — 5% Section 3. Hazards Identification EMERGENCY OVERVIEW Human Effects and Symptoms of Exposure HMIG Health 1 Flammability 0 0 Protective Equipment B Routes of Entry — Dermal contact, Eye. Acute Eye Contact — Direct contact can cause severe irritation. Acute Skin Contact — Direct contact may cause slight irritation. Skin Absorption — Not Toxic. Acute Inhalation — Product is extremely low in volatility and therefore not likely to pose a problem from inhalation. Acute Ingestion — May be harmful if ingested, not a likely route of entry. Chronic Effects of exposure — Repeated or prolonged direct contact to the eyes may cause chemical burns. Repeated or prolonged direct contact to the skin may cause a dermatitis. Medical Conditions Aggravated by exposure — Preexisting skin and eye disorders may be aggravated by direct contact to this product. Carcinogenicity — There are no components in this product that are listed as a carcinogen by NTP, IARC, ACGIH or OSHA. Section 4. First Aid Measures First Aid For Eyes — Flush with large amounts of water for at least 15 minutes. Consult a physician if ill effects or irritation occurs. First Aid For Skin — Clean product from affected area with Ethyl alcohol, then wash with soap and water. First Aid for Inhalation — An unlikely route of entry. Remove to fresh air. Consult a physician. First Aid For Ingestion — An unlikely route of entry. Consult a physician. Last revised 2/6/2008 Last review or update 2/6/2008 CHEM LINK INC. Material Safety Data Sheet M -1 Structural Sealant Section 5. Fire Fighting Measures Special Fire Fighting Instructions - None. Full emergency equipment with self - contained breathing apparatus and full protective clothing should be worn by firefighters. Extinguishing Media - Water, CO2, Dry Chemical Foam. Unusual Fire and Explosion Hazards - None. This product is not considered flammable. Flashpoint - Not applicable. Upper Flammable Limit - Not applicable. Lower Flammable Limit - Not applicable. Autoignition temperature - Not applicable. Sensitivity to Impact - Not applicable. Sensitivity to Static Discharge - Not applicable. Hazardous Combustion Products - Thermal decomposition may produce toxic fumes of Carbon Monoxide and /or Carbon dioxide. Section 6. Accidental release measures Personal Precautions - Use personal protection recommended in section 8. Methods For Cleaning Up - Collect spill with absorbent material such as cardboard and place into a container approved for waste disposal. Section 7. Handling and Storage Handling - Use personal protection recommended in section 8. Avoid eye, skin and clothing contact. Storage - Store in a cool dry area (this product polymerizes when in contact with moisture.) Section 8. Exposure Controls / Personal Protection Exposure Guidelines - No established limits. Engineering controls - No specific controls are needed. Personal Protective Equipment: Eye Protection - Wear safety glasses or goggles to avoid eye contact. Skin Protection - Wear impervious gloves such as vinyl to minimize contact with skin. Respiratory Protection - Not required. Work/Hygienic Practices - Avoid contact with eyes and skin. Wash thoroughly after handling and before eating or drinking. Section 9. Physical and Chemical Properties Physical State Paste.(reacts with moisture to become a firm synthetic rubber) Odor and appearance .....Mild ester odor, thick paste of various colors. pH Not established. Specific Gravity Varies from color to color. All colors are heavier than water. Density - 11.7 Ibs /gal. Vapor Density (air = 1) > 1 Vapor Pressure (mmHg) Not established. Evaporation Rate Not Applicable. Last revised 2/6/2008 Last review or update 2/6/2008 CHEM LINK INC. Material Safety Data Sheet M -1 Structural Sealant Section 9. Physical and Chemical Properties (continued) Boiling Point Not established. Freezing Point Not established. Coefficient of Water /Oil DistributionNot established Viscosity — 1,000,000 cP Section 10. Stability and Reactivity Stability — Considered Stable. Conditions to Avoid — None known Incompatible Materials — None known. Hazardous Decomposition Products — None known. Hazardous polymerization — Will not occur. Reactivity — Hazardous reaction will not occur. Section 11. Toxicological Information Information below is based on Amino Silane (refer to sections 2.and 3.) Oral — Result: LD50 > 2,000 mg /kg. Remark: Very low order of toxicity. Skin Absorption — Result: LD50 > 2,000 mg /kg. Remark: Very low order of toxicity. Skin Direct contact — Result: Slight irritation. Eye Direct contact — Result: Severe irritation. Remark: Causes corneal injury. Inhalation — Result: LC50 Not acutely Toxic. Exposure Limits — Not applicable. Sensitization — No. Reproductive Toxicity — No. Mutagenicity — No. Teratogenicity — No Synergistic Products — None. Section 12. Ecological Information No known applicable information. Section 13. Disposal Considerations If this product as supplied becomes a waste, it does not meet the criteria of a hazardous waste as defined under the Resource Conservation and Recovery Act (RCRA) 40 CFR 261. This product becomes a firm synthetic rubber when cured. Please allow to cure before disposal. Section 14. Transport Information Special Shipping Information — None. DOT — Not regulated. TDG — Not available. PIN — Not available. Last revised 2/6/2008 Last review or update 2/6/2008 CHEM LINK INC. Material Safety Data Sheet M -1 Structural Sealant Section 15. Regulatory Information OSHA 29 CFR 1910 -1200 — Irritant. TSCA — All components of this product are listed on TSCA Inventory. CERCLA Reportable Quantity — Not applicable. SARA Title III: Section 302 Extremely Hazardous Substances — None. Section 304 — Not applicable. Section 311/312 — Immediate (acute) health hazard. Section 313 — None. RCRA — Refer to section 13. Califomia Proposition 65 — To the best of our knowledge this product contains no levels of listed substances which the state of California has found to cause cancer, birth defects or other reproductive harm. WHIMS Classification — D2B Section 16. Other Information Prepared in accordance with 29 CFR 1910.1200 This Product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all of the information required by the CPR. M -1 is a Chem Link Inc. trademark To the best of our knowledge, the information contained herein is accurate. However Chem Link Inc. does not assume any liability whatsoever for the accuracy or completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown hazards and should be handled with care. Although we have described herein all of the hazards to which we are currently aware, we cannot guarantee that these are the only hazards which exist. Last revised 2/6/2008 Last review or update 2/6/2008 ***MATERIAL SAFETY DATA SHEET * ** Page 1 Date of preparation: 07/28/06 7303000 SECTION I Manufacturer : W. R. MEADOWS, INC. - H M I S - Address : 300 Industrial Drive (Health : 0 1 : Hampshire, Illinois 60140 (Flammability : 0 1 (Reactivity :0 1 Telephone # : (847) 683 -4500 Personal Protection : 1 Emergency # : 1- 800 - 424 -9300 Chemtrec (Hazard Rating: 0= Least, 1= Slight,2= Moderate,3= High,4= Extreme *= Chronic) Product Class : DIVISION 7 Mfg. code I.D. : 7303000 Trade Name : WHITEWALK ROOF TRAFFIC PADS SECTION II -A HAZARDOUS COMPONENTS % by SARA VAPOR PRESSURE LEL No. Component CAS# Weight 313 (mm Hg @ 20 C) (@ 25 C) 1. Petroleum Asphalt 8052 -42 -4 60 -70 NO N/A N/A 2. Fiberglass Mat 65997 -17 -3 1 -5 NO N/A N/A WHITEWALK Roof Traffic Pads are defined by OSHA (29 CFR Part 1910) as an "Article ". A manufactured item which is formed to a specific shape or design during manufacture which does not release or otherwise result in exposure to a hazardous chemical under normal conditions of use. None of the components of this product are recognized as carcinogenic. N /A: Not Applicable Under the reporting requirements of Section 313 of Title III of the Superfund Amendments and Reauthorization Act of 1986 (SARA) and 40 CFR Part 372, chemicals listed on the 313 List (40 CFR Part 373.65) are identified under the heading "SARA 313 ". SECTION II -B OCCUPATIONAL EXPOSURE LIMITS OSHA ACGIH No. PEUTWA PEUCEIUNG PEUSTEL SKIN TLV/TWA TLV /CEILING TLV /STEL SKIN 1. 5 mg/m3* N/E N/E N/E 5 mg/nr°* N/E N/E N/E 2. 5 mg/mP** N/E N/E N/E 10 mg /m3* WE N/E N/E N/E = Not established *= Asphalt Fumes **= Total Dust SECTION III PHYSICAL DATA Boiling Point Evaporation Rate Vapor Density pH Level : Not Applicable : Not Applicable : Not Applicable : Not Applicable % Volatile by volume % Volatile by weight Weight per gallon : Not Applicable : Not Applicable : Not Applicable SECTION IV HEALTH INFORMATION EYE CONTACT: May cause mechanical irritation of the eyes. SKIN CONTACT: May cause mechanical irritation of the skin. INHALATION: Under normal use this product is not hazardous via inhalation with normal product use. INGESTION: This product has a low order of toxicity. If symptoms of gastrointestinal irritation develop, seek medical attention. SIGNS AND SYMPTOMS: None recognized with normal product use. AGGRAVATED MEDICAL CONDITIONS: None known with normal product use. OTHER HEALTH EFFECTS: From skin painting studies in laboratory animals, it has been concluded that some asphalts may possess weak carcinogenic activity. This means that workers who practice poor personal hygiene, and who are repeatedly exposed by direct skin contact with petroleum asphalt over many years, may potentially be at risk of developing skin cancer. Intermittent or occasional skin contact with petroleum asphalt is not expected to have serious health effects as long as personal hygiene measures, such as outlined in this material safety data sheet, are followed. In addition, asphalt vapors may contain polycyclic aromatic hydrocarbons, some of which are known to be carcinogenic. Therefore, prolonged breathing of vapors should be avoided. SECTION V EMERGENCY AND FIRST AID PROCEDURES EYE CONTACT: Flush with water to remove particulates. SKIN CONTACT: Flush with water to remove particulates. Wash affected area with soap and water if available. INHALATION: None normally required. INGESTION: None normally required. Date of preparation: 07/28/06 WHITEWALK 7303000 Page 1 * ** MATERIAL SAFETY DATA SHEET * ** Date of preparation: 07/28/06 Page 2 7303000 SECTION VI FIRE AND EXPLOSION HAZARDS FLAMMABILITY CLASSIFICATION - NFPA: Not regulated - DOT: Not regulated FLASH POINT: Greater than 400 degrees F. EXTINGUISHING MEDIA: Use water fog, foam, or Carbon Dioxide. SPECIAL FIRE FIGHTING PROCEDURES AND PRECAUTIONS: None recognized. UNUSUAL FIRE AND EXPLOSION HAZARDS: None recognized. SECTION VII REACTIVITY STABILITY: Stable HAZARDOUS POLYMERIZATION: Will not occur CONDITIONS AND MATERIALS TO AVOID: Strong oxidizing agents. HAZARDOUS DECOMPOSITION PRODUCTS: Combustion may yield Carbon Monoxide, Carbon Dioxide, and /or incomplete combustion products. Do not breathe smoke or fumes. Wear appropriate protective equipment. SECTION VIII EMPLOYEE PROTECTION RESPIRATORY PROTECTION: None required with normal product use. If abraded, use of a dust filter respirator is recommended to prevent inhalation of fibers. PROTECTIVE CLOTHING: Cotton work gloves / safety glasses ADDITIONAL PROTECTIVE MEASURES: Not applicable. SECTION IX ENVIRONMENTAL PROTECTION SPILL OR LEAK PROCEDURES: Not applicable: product is a solid. WASTE DISPOSAL: In some areas this product may be considered a non - hazardous special waste if disposed of in a permitted landfill. Consult Federal, State, and local regulations for compliance. SECTION X ADDITIONAL PRECAUTIONS Prevent contact with fire. Prevent job site damage. The information contained herein is based on the data available to us and is believed to be correct. However, we make no warranty, expressed or implied regarding the accuracy of this data or the results to be obtained from the use thereof. We assume no responsibility for injury from the use of the product described herein. Date of preparation: 07/28/06 WHITEWALK 7303000 Page 2 Note: When fastening base sheets using screws and plates without insulation, the plate must be of a design that allows it to lie flat on the deck. (iigure2 39„a. _�' o i0 0 O i0 0 o i0 o 12' 13' * � i 0 0 0 0 0 0 0 0 24' Max. 8.03 Base Sheets — Mechanically Fastened A. After allowing the base sheet to relax, keep sheet taut, fastening at center of sheet and working in opposite directions. Push all wrinkles and buckles ahead as fastening proceeds. The following are minimum fastening patterns, that may be used when fastening the base ply. For FMRC approved fastening pattems, refer to the current FMRC Approval Guide. 1. Base sheet (no insulation) on decks of wood, plywood, OSB, lightweight concrete, gypsum, or cementitious wood fiber (Figure 1). A. Lap the base sheet 2" (5.1 cm), and mechanically fasten with three rows of fasteners. The first row (on the seam) will be 1" (2.5 cm) from the leading edge and on 9" (22.9 cm) centers. Locate the second row of fasteners 14" (35.6 cm) from the leading edge and on 18" (45.7 cm) centers. The third row of fasteners shall be 26" (66.0 cm) from the leading edge on 18" (45.7 cm) centers. The centers for the second and third rows should be staggered. B. Plywood or OSB decks only. Lap the base sheet 2" (5.1 cm), and mechanically fasten with four equally spaced rows of Senco Tape and N12 BAB or N12 FAB Staples spaced at 9" (22.9 cm) o.c. centered over the 2" (5.1 cm) wide laps and at 9" (22.9 cm) o.c. in three rows equally spaced in the field of the sheet. 2. Simultaneous fastening base sheets with insulation, with the DRILL -TEC" fasteners having a 3" (7.6 cm) plate (Figure 2): Lap the base sheet 2" (5.1 cm). Screws and plates are then installed in 3 equally spaced rows on 24" inch (61.0 cm) maximum centers in each row. One row is in the 2" (5.1 cm) side lap, the other rows are located equidistant from the lap rows approximately 12" — 13" (30.5 - 33.0 cm) from the lap rows. This pattern results in approximately one fastener per 2.1 square feet (0.20 m2). Along building perimeters (minimum 4 foot wide) fastening pattern must be increased to one fastener per 1.2 square feet ( 0.11 m2), 4 equally rows of fasteners on 18" (45.7 cm) cen- ters. SBS Not Mopped Roofing Systems 136 FOUR (4) PLY BUILT UP ROOFING SYSTEM NAILABLE DECK Reliable Deck Sheathing Paper (If required) 12' Side Lap 1 Roofing Asphalt 2° Side Lap } 26V.' 1811hs° GAFGLAS Mineral Surfaced Ca Sheet Base Sheet (see below) GAFGLAS FlexPly° 6 GENERAL Safety: Refer to Section Section 1.06 DO NOT BEGIN INSTALLATION UNTIL THIS INFORMATION IS READ UNDERSTOOD AND IMPLEMENTED-, MATERIALS Material Requirements per 100 sq. ft.: Asphalt (per ply) 25 lbs. (1.22k Base Sheet 1 ply Ply Sheets 2 plies Cap Sheet 1 ply 12 YEAR DIAMOND PLEDGE AND SYSTEM PLEDGE GUARANTEE SPECIFICATIONS BOTTOM SHEET SPEC# ATTACHMENT BASE SHEET INTERPLY INTERPLY SURFACING N —B-4 —M NAILED STRATAVENT® NAILABLE PLY 4 PLY 4 CAP SHEET, NAILED #75 BASE SHEET PLY 4 PLY 4 CAP SHEET NAILED #80 ULTIMA' BASE SHEET PLY 4 PLY 4 CAP SHEET NAILED MODIFIED BASE SHEET PLY 4 PLY 4 CAP SHEET NAILED PLY 4 w /SHEATHING PAPER PLY 4 PLY 4 CAP SHEET NAILED FLEXPLY" 6 w /SHEATHNG RAPER PLY 4 PLY 4 CAP SHEET 15 YEAR DIAMOND PLEDGE AND SYSTEM PLEDGE GUARANTEE SPECIFICATIONS (WEST ZONE ONLY) BOTTOM SHEET SPEC# ATTACHMENT BASE SHEET INTERPLY INTERPLY SURFACING N— B -4—M/P6 NAILED STRATAVENT® NAILABLE FLEXPLY 6 FLEXPLY 6 CAP SHEET NAILED #75 BASE SHEET FLEXPLY 6 FLEXPLY 6 CAP SHEET NAILED #80 ULTIMA" BASE SHEET FLEXPLY 6 FLEXPLY 6 CAP SHEET NAILED MODIFIED BASE SHEET FLEXPLY 6 FLEXPLY 6 CAP SHEET NAILED FLEXPLY" 6 w /SHEATHING RAPER FLEXPLY 6 FLEXPLY 6 CAP SHEET WALL/CURB FLASHING SPEC PLATE: IX ONE (1) PLY BASE FLASHING NON- COMBUSTIBLE SUBSTRATE tNatrlxT"' Countertlashing Primer Fasteners WALL/CURB FLASHING SPEC PLATE: 2X TWO (2) PLY BASE FLASHING NON - COMBUSTIBLE SUBSTRATE Built -Up Roofing Systems 349 mie CORPO BUR 5 - WALL FLASHING DETAIL WITH SURFACE - MOUNTED COUNTER FLASHING Sealant continuous bead 24" max. lip Parapet wall Minimum 24 gauge metal counter flashing fastened as noted below with non - corrosive fasteners and neoprene washers. Fasteners - see note 3 Ruberoid® modified bitumen base flashing. Cant strip Ruberoid® modified bitumen membrane Base /ply sheet(s) pressure treated wood nailer Note: mechanically fastened 1. When parapet wall exceeds 24" in height, . GAF MATERIALS CORPORATION Built -Up Roofing Systems 356 BUR 12 - OUTSIDE CORNER DETAILS FOR 1X (additional plies are required for other flashing specification) Step 1: 8 -24" 4" Cant ' 911■1114* Roof Membrane 1111- RUBERDID Up Wall 2" Reinforcement Piece Step 2: Nails into Grout Line Step 3: 11 Nails Must Be Counterflashed OR Built-up Roofing Systems 363 GAF oN • Comer membrane flashing. Install on top of Ruberolde modified bitumen base flashing BUR 15 - VENT STACK FLASHING DETAIL Rolled lead Flashing 1" down into pipe Plumbing Vent Stack GAF MATERIALS CORPORATION Mastic at edges of Roofing Felts GAFGLAS® Membrane Set lead flange in mastic. Strip in with two plies of GAFGLAS Felt. Prime flange before stripping. Sheet Lead minimum of 2 1/2 Ib. per square foot. Built -Up Roofing Systems 366 BUR 17 MWELD® PRE - FLASHED LEAD FLASHING DETAIL 12" Height before being bent over inside pipe ti- 1" Minimum to be folded over to the inside of the soil pipe 9,-- Lead jack i i i ///////////// i i i i i i //// e° o ,D° O .v ° °4 • °° a 4 , ° °v D °0• °env. °. Ab.. D• . 4. .° .. • day O A • • A • D D ••oe - Deck — Insulation I Vent pipe GAFGLAS® roof membrane Prefabricated modified bitumen flashing ° p °• A.** °d .a .e 'de v • ° G • e . e v • v e A • A ea , 4 • • A •Q . A v o A ° —MBoot (Non- reinforced) SBS target Built-Up Roofing Systems 368 al) GAF MATERIALS CORPORATION BUR 19 - M -CURB FLASHING DETAIL Top View M -CURB Pipe Penetrations M -THANE Pourable Sealer. Volume -88 cu. in. (without penetration). Scarf Joint Side View M -BOND Adhesive M -THANE M -BOND Adhesive M-BOND Adhesive M -CURB Pipe Penetrations M -BOND Adhesive Note: Refer to M -Curb installation instructions for additional information. Built-Up Roofing Systems 370 ' BUR 20 - RAISED PERIMETER EDGE-DETAIL WITH METAL CAP - FASCIA FLASHING Turn down one ply of 1/2" min. felt to below wood cant and blocking. Nail flashing with approved fasteners approx. 8" o.c. f� 10' -0" max. Base Flashing 31/2' min. •.,• ,•. o`:- • .jam+' "j' �• �\ • CIVS Wood Cant Nail Cant to wood blocking. ` Notes: Elastomeric sealant at all if do fasteners. 2- fasteners and neoprene washers at center of each cap cover plate. pplir 1 kiwi • GAP CORPORATION Cleat This type of detail should only be used where deck is supported by the outside wall. The cant, placed as shown, will result in higher fascia line. The GAFGLAS® Ply shown behind the fascia provides protection for the flashing edge and seals the system until metal work is installed. Built -Up Roofing Systems 371 BUR 32 - EQUIPMENT OR SIGN SUPPORT DETAIL Cap flashing Neoprene pa E 0 0 Wood cant Set bolts in elastomeric sealant Fasteners approx. 24" O.C. Removable counterflashing Fasteners maximum 8" O.C. Base flashing This detail should be used only where the deck is supported by the wall. An expansion joint that allows independent movement of the wall and deck should be used for non -wall supported deck conditions. Note: Base flashing on all 15 & 20 yr. guarantee systems must have a base ply. Refer to Flashing Membrane Application and Flashing Specification Plate sections. Built -Up Roofing Systems 383 OAF MATERIALS CORPORATION 06 -01 -2011 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director MATT ALLEN 20203 BROADWAY AV SNOHOMISH WA 98296 RE: Permit Application No. D10 -182 1001 ANDOVER PK E TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 07/16/2010, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 07/11/2011. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, -12)W Bill Rambo Permit Technician File: Permit File No. D10 -182 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • �• Tu • Jim Haggerton, Mayor Depamtyner t of Community January 5, 2011 Matthew Allen Snyder Roofing 20203 Broadway Av Snohomish, WA 98296 evelopme, r t Jack Pace, Director RE: Request for Extensions Development Permit No. D10-179, 182, & 183 M3 Business Center Buildings A, B, & C Dear Mr. Bennett, This letter is in response to your written request for an extension to Permit Numbers D10 -179, D10-182, and D10-183. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through July 11, 2011. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, shall ician File: Permit No. D10 -178, 182, 183 W:\Permit Center\Extension Letters \Permits\2010\D10 -179 Permit Extension.doc 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 ® Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 • SNYDER ROOFING COMMERCIAL • INDUSTRIAL December 29, 2010 City of Tukwila 6300 Southcenter Blvd, Suite #100 Tukwila, WA 98188 Attention: Reference: Dear Bill, Bill Rambo • Permit Application No, D10 -183 / D10 -182 / D10 -179 1001 Andover Park E Tukwila, WA NATIONAL ROORNO CONTRACTORS ASSO TION (2A gXr6-ND We are requesting to extend permits D10 -183 / D10 -182 / D10 -179 for the M3 Business Center located at 1001 Andover Park E in Tukwila, WA. We have been unable to complete work on these projects due to inclement weather. The inclement weather has kept us from being able to remove / replace the existing roofing and maintain a watertight assembly. The M3 Business Center houses several high profile tenants that wish to continue normal business activities during construction. Out of respect for the building owner, the tenants, and the roofing materials manufacturer, we cannot remove the existing roofing during the occurrence of any precipitation. Performing any roofing during precipitation would violate the warranty agreement approved during the submittal process. We appreciate your assistance in pursuing this extension. Thank you, Matthew Allen Estimator / Project Manager Snyder Roofing of WA LLC Main Office: 20203 Broadway Avenue Snohomish, WA 98296 Phone: 425.402.1848 Fax: 425.398.4444 \- 11 -1 -I SNYDER ROOFING OF WASHINGTON, LLC SNYDER ROOFING GROUP OF COMPANIES AN EQUAL OPPORTUNITY EMPLOYER Since 1922 www.snyderroofing-wa.com OISCOVED onvegnotwaA UAN.03.2011 WIMrf Gig Harbor Office: Phone: 253.858.2990 Fax: 253.858.3075 WA LIC # SNYDERW014MT • 12 -01 -2010 • T b Jim Haggerton, Mayor Department 'f Comm i i nay #evelopment Jack Pace, Director MATT ALLEN 20203 BROADWAY AV SNOHOMISH WA 98296 RE: Permit Application No. D10 -182 1001 ANDOVER PK E TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 07/16/2010, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 01/12/2011. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, 1)71 ---V4,...4 Bill Rambo Permit Technician File: Permit File No. D10 -182 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ti 4)PE:*;:4::1,-1 Ly PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -182 DATE: 07 -16 -10 PROJECT NAME: M3 BUSINESS CENTER - BUILDING A SITE ADDRESS: 1001 ANDOVER PK E X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision # After Permit Issued DEPART ENTS: G y1 -(0 Building Division is Public Works Fire Prevention Lai Planning Division Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -20 -10 f Complete X Incomplete n Not Applicable Comments: Permit Center'Use Only • • s INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route IX Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08-17 -10 Approved ❑ Approved with Conditions Not Approved (attach comments) I I Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople Per Friendly Page 40 Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with Lai to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name SNYDER ROOFING OF WASH LLC UBI No. 601961354 Phone 4254021848 Status Active Address 20203 Broadway Ave License No. SNYDERW014MT Suite /Apt. License Type Construction Contractor City Snohomish Effective Date 7/30/1999 State WA Expiration Date 6/1/2013 Zip 98296 Suspend Date County Snohomish Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status NORTHSS925OE NORTHWEST SOLAR SOLUTIONS LLC Construction Contractor General Unused 9/24/2008 9/24/2012 Active SNYDERO014NB SNYDER ROOFING OF OREGON LLC Construction Contractor General Unused 8/23/1999 6/1/2012 Active SNYDEI*371N1 SNYDER ROOFING /SHEET METAL INC Construction Contractor Roofing Unused 8/21/1963 6/5/2013 Active Business Owner Information Name Rote Effective Date Expiration Date STEPHENSON, GUY Agent 01/01/1980 KING, JAMES F Partner /Member 05/18/2009 GARDNER, J TIM Partner /Member 05/18/2009 KING, KYLE R Partner /Member 05/18/2009 SNYDER ROOFING a SHEET METAL I Partner /Member 05/18/2009 MYERS, DAVE Partner /Member 05/18/2009 GARRICK - PICCOLI, DANEEN Partner /Member 05/18/2009 PICCOLI, DAVE Partner /Member 05/18/2009 GARDNER, J TIMOTHY Partner /Member 01/01/1980 05/18/2009 KING, SCOTT G Partner /Member 01/01/1980 05/18/2009 STMARTIN, CHRISTIE Partner /Member 01/01/1980 05/18/2009 Bond Information https://fortress.wa.gov/lni/bbip/Print.aspx 06/24/2011 1 0 SEPARATE PMIT REQUIRED FOR: Mechanical zrElectrical 4.7.09lumbing ,ad Gas Piping City of Tukwila BUILDING nIvrzv REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 2x4 SUB-PURLINS 24" O.C., TYP. 40'-0" w z 7.1 m_15'-0" 40'- 40'-O" 40'-0" 40'—O" 40'-0" 40'-O" 401_0 630'-0" 40,-0" 40'—o" 4x10 J (E) //if!' THK. STRUCTURAL I PLYWOOD w/ MIN. 8d NAILS 0 6" 0.C,, TYP. (FIELD VERIFY AND NOTIFY THE ENGItl:EER) PURLINS 1) 8'-0" O.C. TYP. THIS TYP. Mk — 4x14 PURLINS @ Li..1 Mr " L, , I THIS DRAWING CONTAINS INFORMATION FOR WHICH REISS BROWN EKMEK,II, INC_ RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THIS DRAWING SHALL NOT BE USED, REPRODUCED OR ALI LNED IN ANY FORM WHATSOEVER, NOR ASSIGNED TO ANY THIRD PARTY, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF REISS BROWN EKMEKJI, INC. REISS • BROWN • EKMEKJI CIVIL AND STRUCTURAL ENGINEERS 18980 VENTURA BOULEVARD SUITE 350 TARZANA, CALIFORNIA, 91356 TEL:(818) 757 -1501, FAX :(818) 757 -1509 E -MAIL_ SEKMEKJI @RBEE_NET el 4. U.N.O. 1- ..:t 2 1 r - _ _ . , — NPR.- - .,. ,=, _ — Design by: DD (0 X (0 .o I... X CC.) D &o C) 1 X 0 1 1-- X 1 (0 Of Sheets 7( I... x (0 to 7 (0 (1) 7 (0 tj (.0 x (0 (.0 — X CO ko X (0 0 B4 0 B5 0 0 B6 85 0 B6 0 85 0 134 0 J B4 0 5 IF 11 i ii ..7,...... 131-0" TYP. T ,'--- Y - P — a . "- 13' -0" 4_ -0" TYP. 10'-0" .-- 10'-0" TYP. TYP. TYP. __. TYP. .. _ cn en i7-0 - a 0 B7 0 E33 0 82 0 B3 0 B2 0 B3 0 137 0 B7 0 B r-6" I d 7"- 49 19 19 0 0 0 . o) 1_ . . m ,- Cl] ;;; c cx c 1 m co 0 B4 0 85 0 86 0 85 0 86 0 85 0 B4 0 E4 85 a A x (0 Q x co a r- X (0 w r- x to a ,-- x (.0 to 7 to a w .- x to to .,-- x to a 1 — — co 7.< =.0 ,_ -a=x- --, ' 4_,_____ r==,----1.7-1- 1.1_1 Z 1- 1 2 40' -0" 40' -0" 13 r(E) )4 THK, STRUCTURAL I PLYWOOD W/ MIN. 8d NAILS 0 6" 0.C., TYP. (FIELD VERIFY AND NOTIFY THE ENGINt_ELR) 5 1' " TYP, 11 6 85 (0 X X X (0 17 40'-0" 4x14 PURLINS 8'-0" 0,C., TYP. U.N.O. 1 .0» 4x10 PURLINS B'-O" 0.C.1 TYP. THIS I BAY (0 (0 (.0 X 6 13'-O" TYP, 13'-0" TYP. 13' -0" TYP. 13'-0" TYP. 11 B7 3-0" TYP. 1'- CO no 2x4 SUB-PURLINS cr) 24" 0.C., TYP, 2 82 88 — oa o7) MATCH LINE TYP. REVIEWED FOR CODE COMPLIANCE APPPMED JUL 2 9 2010 6'. City b wiIa BUILDING VISION NM& ALL FRAMING IS IN4CA0 R EXISTING TES NEW EXISTING, U.N.O. STRAP SEE DETAIL 2/S1. ROOF SHEATHING. INDICATES NEW STRAP, SEE DETAIL 3/51 OVER EXISTING ROOF SHEATHING. INDICATES NEW STRAP, SEE DETAIL 4/S1 OVER EXISTING ROOF SHTG. IN DATES NEW STRAP, SEE DETAIL 7/S1 OVER EXISTING ROOF SHTG. INSTALL STRAP . INSTALL STRAP INSTALL STRAP . INSTALL STRAP FL tt Cl-PY Permit No. 1) (H%/2-- Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt n. approved Field and conditions is acknowledged By Date: Zo 11 OW Of Tukwila BUILDING DIVISION EXISTIN.G ..F1QOF FRiAMiNO PLAN faUlL. SCALE: 1/1 6":=1 RECEIVED JUL 16 2010 PERMIT CENTER REVISIONS BY THIS DRAWING CONTAINS INFORMATION FOR WHICH REISS BROWN EKMEK,II, INC_ RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THIS DRAWING SHALL NOT BE USED, REPRODUCED OR ALI LNED IN ANY FORM WHATSOEVER, NOR ASSIGNED TO ANY THIRD PARTY, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF REISS BROWN EKMEKJI, INC. REISS • BROWN • EKMEKJI CIVIL AND STRUCTURAL ENGINEERS 18980 VENTURA BOULEVARD SUITE 350 TARZANA, CALIFORNIA, 91356 TEL:(818) 757 -1501, FAX :(818) 757 -1509 E -MAIL_ SEKMEKJI @RBEE_NET el 4. :1/4214!), sE3TLS2:90217::t oExp, 09-23-10*4 /c a- We 01.4 EXISTING ROOF FRAMING PLAN (BUILDING A) ESS C1 \A /ACul Date: 01/06/2010 Design by: DD Drawn by: JL Scale: AS SHOWN Job: 09141R1 Sheet S2 Of Sheets 09141R1