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Permit D13-166 - NORDSTROM - REROOF
NORDSTROM REROOF 100 SOUTHCENTER MALL D13-166 City oiI'ukwila 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.: 9202470010 Address: 100 SOUTHCENTER MALL TIIKW Suite No: Project Name: NORDSTROM - REROOF Permit Number: D13-166 Issue Date: 05/21/2013 Permit Expires On: 11/17/2013 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: NEIL SHANNON Address: 1220 37 ST NW,BLDG A - 106 , AUBURN WA 98001 Contractor: Name: COBRA BEC INC Address: PO BOX 19068 , SPOKANE WA 99219 Contractor License No: COBRABI906J6 Lender: Name: NORDSTROM INC Address: 1700 SEVENTH AV, SUITE 10000 , SEATTLE WA 98101 Phone: 253-887-1500 Phone: 509-455-4043 Expiration Date: 05/14/2015 DESCRIPTION OF WORK: DEMO EXISTING BUILT-UP ROOFING AND IDENTIFIED RELATED METAL FLASHINGS TO THE LIGHTWEIGHT INSULATING CONCRETE DECK AND RELATED SUBSTRATES. INSTALL NEW MECHANICALLY FASTENED BASE SHEET AND TWO-PLY TORCH APPLIED ROOF SYSTEM. REPLACE METAL FLASHINGS WHERE APPLICABLE. SCOPE INCLUDES: MAIN ROOF AREAS, NE TERRACE, NORTH AND WEST ENTRIES AND LOADING DOCK ROOF. Value of Construction: $359,000.00 Fees Collected: $5,958.77 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: II -B Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-166 Printed: 05-21-2013 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: N N Water Main Extension: Water Meter: N Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non -Profit: N Private: Public: Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: f Date: S— a 1— / 3 Print Name: /067 67 l St' This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: 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. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of doc: IBC -7/10 D13-166 Printed: 05-21-2013 this requirement. 7: Manufacturers installation instructions sha1Tbe available on the job site at the time of inspe tion. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 11: 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. 12: ***FIRE DEPARTMENT CONDITIONS*** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: 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) 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 16: .Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 17: 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 D13-166 Printed: 05-21-2013 CITY OF TU ILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. (0 (/ Project No. Date Application Accepted: Date Application Expires: S- 10-13 ti—I)--r3 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: Site Address: 100 Southcenter Mall, Tukwila, WA 98188 Suite Number: Floor: Roof Tenant Name: Nordstrom PROPERTY OWNER Name: s N e( .�L0=- wns4 Name: Westfield Property Tax Dept City: 4,4.1„......, State: (.4)4,9 -Zip: cisco i Address: PO Box 130940 Email: A C i 11' 4m12e.". 'CS i t ±. ca .4-1. City: Carlsbad State: CA Zip: 92013 CONTACT PERSON — person receiving all project communication Name: s N e( .�L0=- wns4 Address: ! 2 2 3311' 511-. ()%.4..) 61,%. q- l v (o City: 4,4.1„......, State: (.4)4,9 -Zip: cisco i Phone: 2}'3-'887_,50o Fax:ap _ 2.,e7_ i.% 1 Email: A C i 11' 4m12e.". 'CS i t ±. ca .4-1. GENERAL CONTRACTOR INFORMATION Company Name: Cobra BEC, Inc (roofer) Address: 1220 37th St. NW, Bldg A 106 City: Auburn State: WA Zip: 98001 Phone: (253) 887-1800 Fax: (253) 887-1501 Contr Reg No.: COBRABI906J6 Exp Date: 05/14/2013 Tukwila Business License No.: BUS0993422 H:\Applications\Forms-Applications On Lme12011 Apphcations\Permu Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: ❑ Yes I..No ARCHITECT OF RECORD Company Name: Callison, LLC Architect Name: Paul Hjorten Address: 1420 Fifth Avenue, Suite 2400 City: Seattle State: WA Zip: 98101 Phone: (206) 623-4646 Fax: (206) 623-4625 Email: ENGINEER OF RECORD Name: Nordstrom Inc. Company Name: PSF Mechanical, Inc. City: Seattle State: WA Zip: 98101 Engineer Name: Mark Kaminsky Address: 9322 14th Avenue South City: Seattle State: WA Zip: 98108 Phone: (206) 764-9663 Fax: (206) 762-8381 Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Nordstrom Inc. Address: 1700 7 Ave, Ste 10000 City: Seattle State: WA Zip: 98101 v -t Page 1 of 4 BUILDING PERMIT INFORMATI(h — 2N-431-3670 Valuation of Project (contractor's bid price): $ 359,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Demo existing built-up roofing and identified related metal flashings to the lightweight insulating concrete deck and related substrates. Install new mechanically fastened base sheet and two-ply torch -applied roof system. Replace metal flashings where applicable. Scope includes Main Roof Areas, NE Terrace, North and West Entries, and Loading Dock Roof. Will there be new rack storage? D Yes J.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: Floor area of accessory dwelling: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Materia! Safely Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications'Forms-Applications On Line \2011 Applicattons\Permn Application Revised - 8.9-I I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor 2'a Floor 3`d Floor Floors 4 thru 4 47,800 47,800 Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: Floor area of accessory dwelling: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Materia! Safely Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications'Forms-Applications On Line \2011 Applicattons\Permn Application Revised - 8.9-I I.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 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 OWNF,JR�T RIZED AGENT: Signature: Print Name: Neil Shannon Mailing Address: 1220 37th St. NW, Bldg A 106 H:\Applications\Forms-Applications On Line\2011 Applications\Pemit Application Revised - 8-9-11.docx Revised: August 2011 bh Date: 5//%3 Day Telephone: (253) 887-1500 Auburn WA 98001 City State Zip Page 4 of 4 • 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.TukwilaWA.gov RECEIPT ParcelNo.: 9202470010 Permit Number: D13-166 Address: 100 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 05/10/2013 Applicant: NORDSTROM - REROOT Issue Date: Receipt No.: R13-01689 Payment Amount: $3,613.15 Initials: JEM Payment Date: 05/21/2013 12:14 PM User ID: 1165 Balance: $0.00 Payee: COBRA BEC, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 74364 3,613.15 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $3,613.15 3,608.65 4.50 Printed: 05-21-2013 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.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: D13-166 Address: 100 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 05/10/2013 Applicant: NORDSTROM - REROOF Issue Date: Receipt No.: R13-01601 Payment Amount: $2,345.62 Initials: WER Payment Date: 05/10/2013 04:21 PM User ID: 1655 Balance: $3,613.15 Payee: NEIL SHANNON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA 2,345.62 Authorization No. 00429G ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 2,345.62 Total: $2,345.62 a,.,.• oe a s_na Prinfori• n5_1n_9ni INSPECTION -VO. INSPECTION RECORD Retain a copy with permit X13 -(Coto PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 9818.8 (206) 431-3670 Permit Inspection Request .Line (206) 431-2451 Project:,Type 1 Ois` r 70 / Xe- AO O F of Inspection:: gsc.): k 41.& ri JAL Address: I O v SG AA—Et Date Called:. % f Date: 1 3 - - Special Instructions: \1 - i ' - 7/310-S Date Wanted:, / t m. p -m Requester: Ph/2 j 2(n) — t 0 /l Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: D coLke(e.-7 r Insp ctor: _•--ter } Ai 1 % f Date: 1 3 n 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 X13--iGC 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,^' Ur6S (CO /i Type oplrect .Ke 4 O Address: to 3 5c ) Date Called: -.----- Special Instructions: Rt -f --4 of !/Phone Date Wanted: r -4 - _a..m� p.m. Requester: Phone No: Approved per applicable codes. IBJ Corrections required prior to approval. COMMENTS: -* (-,)r t a c3r01 InspedQr: - 04A Date n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ti-LaCT----__C--...ffiC--5--.C.:C"-__0-...C2C2C-172,1-.C17.C2M1 i ,` n C, ) l., ) ,‘ 1 Ll 1 IF) q, P ,- 1 - 1 �l L ) 1 C, 1 l., 1 l.) 1� 1 %i 1 L., ) z It. 1 � u %l., 1 0 Li C: L., 1ll "b�3�i to I3�1 t� Warranty No.: 101-010003 Platinum NDL Roof Warranty Warranty No.: 101-010003 Platinum NDL Roof Warranty Building Name: Nordstrom Southcenter Building Name: Nordstrom Southcenter Building Address: 100 Southcenter Mall, Tukwila, WA 98188 Building Address: 100 Southcenter Mall, Tukwila, WA 98188 Roof Section: Main Entries, NE Terrace & Loading Dock Roof Section: Main Entries, NE Terrace Loading Dock Name: Nordstrom, Inc. OwnerName: Nordstrom, Inc.Owner Address: 1700 7'" Ave. Suite 1000, Seattle, WA 98101-4407 Owner Address: 1700 7th Ave. Suite 1000, Seattle, WA 98101-4407 Contractor: Cobra, BEC, Inc. 1220 37th St. NW Building, A 106, Auburn, WA 98001 Contractor: Cobra, BEC, Inc. 1220 St. NW Building, A 106, Auburn, WA 98001 Total Squares: 548 Total Squares: 548 Roof Material: 30.48 Material: 30.48 Flashing Material: 33.46 Flashing Material: 33.48 Term of Warranty: 20 Years Term of 20 Years Warranty Start Date: 08.26.2013 Warranty Start Warranty End Date: 08,26.2033 Warranty End Date: 08.26.2033 Express Warranty SOPREMA, Inc., an Ohio corporation, warrants to you that your SOPREMA roof system will remain watertight for the full term of this warranty. This warranty is made subject to all the terms, conditions, and limitations set forth below. Express Warranty SOPREMA, Inc., an Ohio corporation, warrants to you that your SOPREMA roof system will remain watertight for the full term of this warranty. This warranty is made subject to all the terms, conditions, and limitations set forth below. Reporting Claims To report a claim, follow the procedure set forth in Form 900— Warranty Claim Procedure Remedy When you make a valid claim, SOPREMA will provide the labor and material necessary to return the roof system to a watertight condition. NOTICES THE WARRANTY EXPRESSED IN THIS DOCUMENT SUPERSEDES AND IS IN LIEU OF ALL OTHER WARRANTIES, WHETHER WRITTEN OR ORAL, EXPRESS OR IMPLIED, INCLUDING, WITHOUT LIMITATION, ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE. THE ABOVE -STATED REMEDY IS YOUR SOLE AND EXCLUSIVE REMEDY AGAINST SOPREMA. Reporting Claims To a follow the procedure set forth in Form — Warranty Claim Procedure. Remedy When you make a valid claim, SOPREMA will provide the labor and material necessary return the roof system to a watertight condition. NOTICES THE WARRANTY EXPRESSED IN THIS DOCUMENT SUPERSEDES AND IS IN LIEU OF ALL OTHER WARRANTIES, WHETHER WRITTEN OR EXPRESS OR IMPLIED, INCLUDING, WITHOUT LIMITATION, ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE. THE ABOVE -STATED REMEDY IS YOUR SOLE AND EXCLUSIVE REMEDY AGAINST SOPREMA. IN NO EVENT IS SOPREMA LIABLE TO YOU OR ANY OCCUPANT OF THE BUILDING FOR ANY INCIDENTAL, CONSEQUENTIAL, INDIRECT, OR OTHER SIMILAR DAMAGES. This warranty document includes all of the following: 1. The Terms, Conditions and Limitations printed on the reverse. 2. Form 900 —Warranty Claim Procedure. 3. Form 901 —Care and Maintenance Guide. 4. Any rider referred to below. This warranty is not valid until activated. To be activated, it must be signed by Owner and returned to SOPREMA within three months after the warranty start date. Until activated, the warranty is not binding against either party. IN NO EVENT IS SOPREMA LIABLE TO YOU OR ANY OCCUPANT OF THE BUILDING FOR ANY INCIDENTAL, CONSEQUENTIAL, INDIRECT, OR OTHER SIMILAR DAMAGES. This document includes all of the following: 1. The Terms, Conditions and Limitations printed on the reverse. 2. Form 900 — Warranty Claim Procedure. 3. Form 901 — Care and Maintenance Guide. 4. Any rider referred to below. This warranty is not valid until activated. To be activated, it must be signed by Owner and returned to SOPREMA within three months after the warranty start date. Until activated, the is not binding against either party. SOPR � Owner: By: �i� I I , By: Name: Richard Voyer Name: Title: Vice President/General Manager Title: Date: 08.26.2013 Date: Riders issued at time of this warranty: None:xmcx�ocxxx�cxxu�ocxxxxxnxmcxxxxxxx�e000cx�oocxxxraxxxx SOPR Owner: .� /I. B: y Name: Richard Voyer Name: Title: President/General Manager Title: Date: Date: Riders issued at time of this None:xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx (Form 101) 101) (07/2013(07/2013 ) REFERENCE SYMBOLS S 1 PLAN / ELEVATION SYMBOLS E J ABBREVIATIONS 1• 01 APPLICABLE CODES VICINITY MAP SITE MAP _13 11. DRAWING INDEX 400 Sal 730.1 0. Km0. 000.0107 Ark CLW 1 1 L__.;-- 17C00.e 0070.0010 0101 007Y40 106307 740 IR 0 1900 zx zx - w�0SSI00 K0 N30i1076Q00 f 0 10 Se. 010 000000 A .171"i7Q/1. Rd� 001 00800 KCrta 3x (=>- 030707 x .014'0 ty 716100 400 IR 1* KCO 1® OE® ww 1.970 Ran. MO [ ® 740 rn163 0.100 111011000 mar lora a 01 Ran a ton elan IM'R07ED 4ALLS CR P*11706 7002 G03-1R0P 0 COLLINS o[[ LS f 010(r nasi x000 I TNP914610f0EN10E30 4SCEILNE¢15 0771 reel 400&07. CR 013 .11o..4eR •K•M'4a.IOt as .m 0.31.0300 Mr PO EVA NN0MM0 VIRSCOT 407 1070142) COMM '77' Mr am A0 031 Ks. OS Y MSOK. O TYRCA 6RG'6RNPED CRU/N ELECIOC77 PREL CIENUI(ES --11 4070 Y a M:6E ram .0 0101000 WTI ¢[017007 0.07 10509308;6 0105 71000300 SEMS REFLECTED CEILING PLAN SYMBOLS {r[ 71141ale taw 0 11. m01.01 1 •3110.7 0 iE{,01ET0•p0 • •1 R. 01001 01. Nam son 916.3041711 00.18 .00¢15021 36405. NO. .02110 ENISS 010 07*00 00915 300 7100 SMS 0241 0001 1�ou�¢T .10+1 c_n® 001.1 IIl Qll SEE alaslm". 0 Pe* 001 //17101 / a077LL m / ion POW I{�'00'.n06m 51001 514001 cI .AKKE OM 00.81 11610(4R0O 0030007 TOL) • 7.14`00 00019[ nD0040q 4010 701 OICTRCN RECEPTACLESfro • 04 5700% STAR 20 I=1 ^1 O CI n. QLNG 60.30100 EMERSON' 1011 FORA WALL MOVI1EO 7UORE5CEM 1011 Raaf( 11.07 •4001 •••••J 46077 4111013 LC Lai f,Zp f,� • 0003 MOW E=B1 100014 071000 114257 TRACK MAT IENRSRS 0020 isE• O .024 Ceno 000 r� 07110 0 30 0 1 O.L 4o ,tl _� 6n6in`axul 00.0079 7¢00336 arn1••t 7.._ . _.._. 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Me IO 00 0703 0. nwwww 007030743 070230rtma rr 10WAT TKIY65i0Y Tr 17101'6O1i WO M.. 0.1 116067 7114000N1Wi19 MOR WO 300001 KsK'irt Ra 101100 rp raa.1 m rK wo 0.00. 0017.0 00 2 01 E'I7a OOP,. 0.007. :42°.0= 0792100 iuw 0110 CO. 100 q� 000 71.00 ro 0 r700100 M Eno* 0700as CM.= N 00/090447900 MOO* mN 1640* MOO. 0016 CCM 08004 M WON LMLO. m 0 14000 •65 Nom Rush® 01407001. 05 waft ata*. 6¢ rK. 06 090611111001 L 240 . 0.007. A.4 10 0011141? 10004 100 01.0000 010311 COOL 00000.30 W MG14:.6 r0. M 071907 KNDII. 3030 .6116 •0004 MOWS09.9000. MOf mos 000003330naso 10 m0 M. KIMO EO son NM06 Ko04 040 106 0190940 s COS 00.2310700 7000. IIH 030 as DEFERRED SUBMITTALS Y 04100* 9001141161 • MW 0.0 4400 0 gp(C�1� DoamtuE0m N M mon 0 .9010. 0 00 4411q 10 ICT 00 . 193 01 00. 7000 00 00007..0. r. KOS r0. M .0612000 1001.00 00 10. 414E 50511 0100. 100 Ka Er. . 000 003.01 0901 ORO n 071009 SCOPE OF WORK BUILDING ADDRESS 004 00000171 400 70. M 1071 00 0616110) a 00 116 [IE16tNROa °=”. 1051"ME1Y1rSti 00a 0 101100 f0c0x so1o64 0of0 10 0087100 00904010 00 01107130 Y 0J0 00.0 7140011. 00 1016 11511.70111 MD 1,1011 IOOa CODE SUMMARY LOSING EULD7)4 700. c.0 OTT 0 000 x000¢160 0000 SM-) 0M20070 0•0A.0 A9 COW.. la 1 VI y1 9.11t sc ( 0.e 4 TNN0• x11mro si: is mix 70Ru01111141%7WILT 1atd 740 SOS •taro .0001..0. 050..e !I 000 09[07ldu ! 81700 Mar* 000 wo(aplpRna.' 30033 1049[ 111 R 11001:20. 71.x000* [�1 W "UR1111001 �L. 011060 *04 7* 70100 K0/0003 00. 7710 I?L 6*0101101 04 IL [.mAN a * IOU 0Kl,0m07? 0OTTLI 10 MI 7 L WE179.0" Dal a va90 0Nx0 - �_RxE x 0 IM�i r. 0.0 0x00514 9.1 040901 ♦ 1010085 k. 0009 L 03.10013 uac m K. ru. 1001480 0007401 EPA 741 111 1400 oo a0s0111aa 59* wan 1100 C09[K . 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T... 0000 0701C PLO 750. 1111.100040 UOQ M 90¢ M kM CID 217 0021 0.00 •00441 100719m0 0 • W. nava 19[1 0911 al ♦0 4O.KM QTaS ISO 1[1 Maf k1 0041 7000. 0109 W E41 OM MM. RW 0000011.. MOM a W NTtl 00105 18801 nN. Eraf.0041 MNI. 0105 00.27 ) NRM QTKS 10q .s0. 7001 619.011...0117/1.017.00400.0 :M 700 400 rwn�{aOMQmaf naoa0 k0 em Wt 1.IIM 3111 130070 Er19 0[0000.1 17-30 w0. s,..... W ¢104 .45 !41111 Cx M1:.m011d Fm 400 as FK 0.w •• Maalo6 F9f En. 900 Rw Mm T.6E600 7,010 w4L 1100.006 NI N[0. LLla 10.07 KM • 0134c 010 00.151 w•WM. so Nal •0r<Oaf R.r* Na RIM* 0.¢0.0004 W M. 00 0000.031.110 - 0.0We RA. •RE. PA OW.0¢1001 R.. RIM[ 100 011 TlNO ROI • Rur{ 1n200 now M00. R.. - 03 40710,1 000 •.000 Nm 19011100.00= 4000* Pm rw 111 000 . Rus* 070 113001001101. 0.4 Pd m WV= •• 0.000 Lt0CAC* 1.00 Ea01041fa4 1*s . 430 1.1 SMa3n003K os GENERAL BID/PERMIT - 11/12/12 00071 704401171I1501p0p1I11¢000908.01rut• • 0080 :2 '41 as71 •0�an77..0000•0000 01.901AI M 0¢00.006 4 /4101100 .710aa no RST M. Rw al 0. 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WPC Or7U0 175* 06x5 003101300 MWO OAltri °f 01 WU MITE 90170 - 0008 .®1.12 130 100 7110E5m1T L011 011E Q.L1Gi0l$1t0 ACCESS DOOR 4{0155 ACa55 P0111 10 7,700100 77 01 1100 00. TWO NV rtc .7370 00000�Ce 10tf�OCat7 y rvp iTl MC 01I0 I130 10�00 097.12.1E ar•Fs m:' EM Ett1AEKPS 00001SEN[M*0.0 } NC.. law a M 0.03 MOM TO [76700 morals, r .700 nt110Ia0R10031 pum¢EWOm7aC TK 000000 x. M 110x7 00013 R 00000 001 K ,1* OOT 6 KORO In049a 11.00 N 0.00 070 04.10 1100.000 W11.KII 0710010 13nono 17170WWI 0ro roan? In 0016001700 a . 06000005 ma 10 0:006ac040 •E0.000043.1 411031 . 31.1010.OO CO TO 0190700E 6 PMIS 309 a= MOMS 60000 KM7 OLL N117607000 914.1.00 11 EO SO MO M a¢ Of 10 0000* 6 000 0011 M 10.0. 1041x0000007 al MISS CM. 1001 60616 [100 4 00 ICT06, 0.0 1 On91001 04.0Mm0071000 709200 romon 1004 00 N 001 0700 To mac 003 10341. 0067000 0.004000204. Al 1s 00.106 iK 0.0.0 1'w9pov01E1 lL. i(xp Kan. [.M 0 000060 906 0l*[ 9Ma0.l00.id.70f 0 N 171117 000104 1915 6 0K0MCr 11on W0ran. w MOW. 9.I D.51 SKT11,[TC.11w6.rt 100 1110x70. aMD. NEW CONSTRUCTION NOTES • 9146 O snow[ 8 9000 3 1010 9001 5430 SYSTEM Co1.OEN1S [O 000.10101 9 747* WE0 PROECIM 0 .30.04 Unal now e 402. Ma= ¢ 107001E 91[00 8 m ¢r0. 04910307 OMN. 04.13 014. 01.47 ornoom0307.7 f00. Cu.11 r 657.0 DSR0Y CASE401 I'I'I O 11+ COM 073005 0077 07 SE Ma h.0 0007 0170 %.007110 00 DOW 40.24 0071001 ADM 04.111106 7 470 0176:40 6 IA -00 E4eVa19n nn.acEsse 0*10011 TOE or 707. m 3." I.1o0c I• -..- O O0. Mn i6 Oa. IUb11URE 01 CRIER) 0115 10.55309 ROOM 101101 Prnvirtart to RLLLltiare I=vrhnnne of WA Inn Fnr ( rtnrf.flnnc Anroomonf coo ,Lulu hvwo rnm - Alwwc Vonfv CroIp SEs :.. ;i3s k ass.. ox 101 FM�' .1.11004 ..13.000 C�a.06I5 P.- 077[7 ..lib. r 0.071 mamma 1700[4.0 moan MTM 001000 DIA iryM61.¢055'T01d�uft"wiDi a�i�iOT'�a6K ac',1Nr40 IFIZCZ TV 12, 00 a K .aNIN60AR 1[* 1�:C�1u�Pa pp.0ll'I�`gh9lRY t ica7.1x1�y-ORw,a1�0N'OVE.1•i. .R. 1,.... 016967 NR010au 166Rrna2rASSKn 7601MIS 900E • S10E41 4Rt30 10 0000 p7af 711 0.0.;000 00 SKal0MOR 0110 wf�ro 00410' 1 ntSas Ma 03 KW 100.00001111 000. 1001a 9010 000100 NM 10 anK 110704 Mand 1 LL N*Uada Mna 1* 070040 06 Dox..7 ION 70[0070.110 711 01 440 01 0 00. w016194K LL 016 rm alw.ta040En 160[006 Cx 4000 iv 63074; Oa 03303 103003.11000730 011000.0030600 00(3 74. WOOxi a W 1U0601�6[[941.1. f4t M[�CiH. M SRri® WOO c9.0 10 R34S 0 000077030 or S.A. 006 9001 • K000 ro M 0 600114 ono. en. 1.01 0 (0 lt16;0306 O .ONV °211r6r1 7.1110 : 1 I70C YTO lax 006100 950.1040 [060601 6 Wa0 TO.a 10o C04.1013000037406000/ 0000.001031 10 TM 3001001* 7460. E 0000 oe Iwaa.6°� OUNN°3°3 a90T'{o x '11.i1p610M6n410l 00m 41/000135 46 (709.101.5 Oar war WOO NOM. 9140nR030490Y KW49 MN40501000 rm YI04.4007 IN.fr6a•I:1 9090 70 04 W6M 970900 0 00 01 0¢. IY20,130. 40160 W 96011106. Toff 111 04 7 6 00110(1700010101000100170 01. 05 Oa Oar .0 0*6) :21.106004101.0.00/04 *a0nl04jo s 1 .w4L1 OW. arae 1* 770070 E 4010 SECTIO 1741.10 070 ba O N20C10116i00 a 110701 .1317 111Q11A50 Ca1fO0w t OrOr 11106MI p MR�E[M1R1101ACifO0301M1OI'16E101 I 7000 o 0006(61010 0 KEp0100 0961066100.¢00. Ox MO lO M '0 303 0010000001149201007 0 0300100 WM TK 1C'Ktl11®a 7.1000 106m 0 [� C.RE101R0a[7 I m .E106mwoma' .r ua.w 30111 r.•o@ O 31.00000000-100TM060o0000g1* E0011110130034015. Lan rv7K5 900 [.,23,221 014,7707.110040E0 EN 0570001 0 01000 000001610 000 10mt07,1QI .A400�07WIKREM16004P0.M100M•1 0 0.140000.0. 9000 0002313.0 Or 0 2.420 C100011. 000* WOK. 100611 000 000 AUK Kn. TO 17E cum. condom 0 To wow. 0 ‘3 10 S% gEOt7070071400090. EO1o.A w4600*161I0 Toe 0000 40°'.417011 •10101 io +f1MaaC6DISC0EbfTO171O 96W . . 150 00 016, r6KOt9 K� nlCTp. 9700[090. 7000 O IO 00600.910. 4 6 00100,707 RiH d T1a 7007. 0 001 cuC610''6•0030.10Atsrrt4'roam rt00.%749060w 431.16.261061001. DEMOLITION PLAN KEY NOTES ® 0010410200. PAN IMO 00 loll Ip1(A0g K01p1WaP0.10.00Mtn 0600 03n0RmOrl.70;1 000.[gO 3700 6 9Uw. TO Manama Sri 001.1 M :011 NW *MX 00 KIN 05 00 ®0000 Mafia 610000M 0.60 NO 0 M OMK.700000140 Ra 90013010 R .400 ro Onlw CE00 ar.0 a 00114 O Ks 0100 3000 .1...110006 11017 O 0700) 8 41171 07 490 6000 O 009100.IM= 001E T6 am O 0000 W Nva C1 W 70.6E r0. 001¢ 0 00 Mat 0On W tarn. rt. Ina O2022. 1st sb6i¢ aoaz 100 Ma6Rr�0M0.417 .004400 01 0066701*. O MEP 01740 40 NO10701 O w010K95P.ff GS00 6 fQE1'1f5KT 1001000 0500 Km 0. O060* 101.0 CRO. 01114 IWK 147001 N. 001 MOP Cal* MOT. CR. 000 O /3041110 d OW0 MAMA CHOLA O 000 Ora 16600 00700 O CORP KM0.f 0 CR. 000.n 61.10 CRO. SR O 0081 <RR 1110160 7.0 M )4009 O 000)0800009 O 110.x. a 0000fm0 ROiR O MMP M. 400 0710 0620 0 000) 709000 801 c00. 0000 0 003 490 CR. O 1000 0000 700.5 Q rWd exal. Md EmI W..[ Em, 074,1726714.7171114=4741_,10), aCO 16[61100 4 41Ia7 73.307 701x. Kw 0600 9R 10 C0 0000 0 rtT011( Kcal. TO 6003500. 1906 O KOOK 7160* MIK OK 27r40 ±4134q�O;�MnW=SAKSra O MOM EOM MI 00 550 0)¢.110. OEM 070A C) Map .0E0 501 O 0007 En= sc. Qn .00.7100114 O KOa EOM Om TECO O ¢060. Ea. 370( 114.00 O 05404 017 O 00,1 • Wart. 7100 000 6 0100 0 O :071...00.1.0100 RE 1401x1..101 O 9* M9 0 KIM ® O O O 400010.90(00 0' 71001 940 7001 awn O Rama 117 as C> 600. 0600 OWI O OWN 327 ally Wa. SC. OR 00001.000. O10 011(07 x.00 4 400 0001001001 0.O] 01 vat zoo 000 00040010)64704847 6/E7 Ooma tam C0aR ra 0104196 ® Mad 0.000 Rams W num 0 yam snwa wow .0 0000003.03 Ko 190 00010000100' ROM 1 W 4076 M 003010 9 700.10 [.11090 740100. O/� 00.x.901000401 16000 V arra Dow manioc 016001 M K11TLLud 0 Mad 0670 woo. Oa` o'0.«.a a:#* E�10 O and ERT* 05706 04006 M .5 O 009010.10 Cha 1100 10 Sao M 007 r0. 110. O ret rMTf7a am :1-371 Y0C1m0 rir EC "16., O M.0. [711* 1®I 040 40.11 tonal Torso 140 0.)R 0670 0061.01001 00091400) 70111106 WOW 140 ¢.30. 040* 0101170 0.30 O«N 7.71-142.71 10 E0 0690 800000 0000 corn a rem ROn. 000 0000 707 017170 000006 PROJECT DIRECTORY .313 4x11 80067100. u IT'101.eo:lwf » .9. 07. 001 303.4310 0100x0 Coln 04014 0007711. f"7: y00 s.f007 ;7 •Oa4Oi116110r OW 133.430 000001.0. x010. 70014C 13.00 0 0017 PiT , 0001 }000.050 T. OM RS Oxo 0 0K1•M0a 61700 Gapp.p Cdra.c. 71»159Y0410.011'11SR 71r0C wr Ia10m1+SM 0167.4722 450-00 .0029.01. 213010 110003n0p1 5700 WR Oa 2*771E.01 }0.1 1�1M001 7 •1}09 H•um 006000. 0E7T0T KCi 30.60 rRE. DEMOLITION RCP KEY NOTES O mE°' 140187 Kg6O9.aa4.na110 44.731R11x0as.. 105 00.7 000 so. 9.10 710 nem O 70071 W Oa. 1610* 1017 771 7 0905511. Ix QOd2WK1090n O Mad 11* LOC 04711.000 0270 M 0R O Ma. 00001 4 00 C. a .130.10001 00 10 06101101. OMad 400.0 071077 000 KTO 810 0/.0301000 On 000 0 a mat M swm an 004.n0 O KIM 00140.0 OM 086 009076 O0100 000 400 7 00 x30:0007004 NEI MM 01 0 MOO 0 aTO 07361.Erla.w O 0Pala =.1:45KN1. 0) 640 a 006 0)40 191100 ow5a6w.- MUM C REVISED 045E OEN 100.12102 71473110 O go 6.44 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2013 ffs City of k ila BUILDING D ISION RECEIVED CITY OF TUKWILA MAY 102013 PERMIT CENTER s s' V. e a to the ofworkwithout prior approval of Tukwila Building Division. ,°; .g'EeVision; will require a new plan submittal v0. gipay include additional plan review fees. w 'Two k c1 mof \E, cr a,?/1.. 4D1 29.0 / CI [c OI \\nn.o-vr ! ~ w Nkk FOOD nois ro 1212 i_ 010 r COW I4SE0 NOW N 171OO CO1ER tVM .1012102 CONAN IV? [mere klN RD 1 2 212 L; Na IC. WOO Nal LP NM. rrran 021 1IPO asp. ROOK lv CNXNA N 4.w 1 .f WI 40E 10 kI1-1Tm Kr( R 17 3 >. • Im: 22 Yt 5 arm Emile E6 E MOO OXON 1.v rif Ark CmRt VANN 41VArii r VIS VII lir05 262.10 rEaa COCEN RP 1, . r• 4tw 2.$ RID1n1 RA1iP Amr- 1E191IE,k0.IR n N• 4-13Roof Plan Prnvularl fn Ruilrfare Furhonno of WA Inr Fnr ncona t'nnr1Efinne Anroomont eoo SARAM/ hvnun rnm - Alwwe \/onfv Crnla "`- Diix. 01 14 11!! WM IJ E/ NE 0100 ND Pn1 II 1151x. Pngfl arm R( tofu EIDE IW 11010333] MOO 011.2P OTC ICOOK.FOLO EI led DNS 00 N4M 30051 RIG/ 0.0710 tot 110[11 NiOA fp I11PWE51 yaw= WAkEO aS N MLA. IC AOS 4E 140220 10000.2 021.1 02001000. 0 oDI. aR 8OUTHCENTER (OOe) UMBER 212200.00 ISSUED/ REVISED DATE OEN 8111/VERMIT 1111]/1} 000F PLAN A-137 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 102013 PERMIT CENTER Pag? 1 of 2 April 30, 2013 RE: fus co l'ODB q Envelope Contractors fn ,1 Pe"" -- A tdi NordstrorSouthcenter Remodel COBRA Job No. Contacts: Schedule: Roof Areas: System: Todd Illy, Project Engineer, Newland Construction 206-679-9790 (site) Matt Newland, Newland Construction 425-259-9191 x225 (office) Brad Kaye, Roofing Technical Services 425-299-0079 478 -sq of field / 70 -sq of baseflashing Main lower/upper north roofs, penthouse roofs, north and west entry roofs, NE Terrace roof, and Loading Dock roof. Torch -applied two-ply Soprema over nailed base sheet to LWIC. 20 -yr warranty. Summary Scope: 1. Roof Replacement. Reference Spec Section 070153. a. b. c. REVIEWED FOR DDE COMPLIANCE APPROVED MAY 17 2013 d. City of Tukwila UILDING DIVISION e. f. g. Demo: Remove existing roofing to the LWIC deck. All roof areas under the Base Bid are assumed to be LWIC. Deck Prep: See Unit Price 1 for LWIC deck repair utilizing ZonoPatch to trowel or screed/squeegee into place as needed. Roof assembly: One layer of Modified Sopra G fastened with LWIC approved fasteners at 3 rows of 9" field / 4 rows of 7" perimeter / 6 rows of 7" at corners + one layer of Elastophene Flam torch applied interply + one layer of Sopralene Flam 180 FRGR torch applied cap sheet. Baseflashings to be same field cap sheet over Sopralene Flam Stick basesheet self -adhered to a primed substrate. Includes phased application to accommodate flood testing. Drains will be plugged and the roof "wetted", but entire sections will not be filled with water (unless structural calcs confirm the structure will hold the weight. We believe the intent is to find ponding water. Install additional interply per Unit Price 2, required at ponding areas. Install walk pad per Roof Plan layout. Includes fluid -applied flashing details at the mechanical unit pans per detail. Includes installation of flashing related accessories at drains. Provision and install of new drains by others. h. Includes Miro SP -Pads (conduit blocking). 2. Sheet Metal Flashing & Trim: a. Typically at all locations with existing counterflashing at stucco walls or below copings, the existing counterflashing is to be removed and re -installed. b. At locations with existing one piece counterflashing, a new reglet receiver and counterflashing will be installed (ie. Terrace Roof, curbs). c. New coping metal with continuous cleat is included only at the area divider walls and at the south parapet of the upper north roof (per detail E13/A-518). TVRECEIVED Eastern, WA - Cobra Building Envelope Contractors — P.O. Box 19068, Spokane, WA 99219 — (509) 455-4043 — (509) 45r �4Va nn F TU K W I L A Western, WA - Cobra Building Envelope Contractors — 1220 37th St NW, A-106, Auburn, WA 98001— (253) 887-1500 — (253) 887-1501 fax Cobraresults.com — info@cobraresults.com Dk3- I(o' MAY 102013 PERMIT CENTER ER Pagq 2 of 2 COB Building Envelope Contractors 3. General Conditions: a. Bid does not include ground protection/barricades. Cleanup of our work and temporary lines will be used during staging and are included in the Bid. b. Bid is based on a dumpster to be located at the loading dock up against the building with a trash chute installed for debris removal. Bid assumes roof will be accessed by our crew through the freight elevator used during the pre-bid. Bid assumes accessing the two entry roofs (with no door) by means of man lift after safety cable lines are attached to the parapet (by man lift). The two entry roofs will be staged by use of reach fork lift and boom truck. Both a boom truck and 60 ton crane will be utilized for the main roof areas for staging. A hoist will be utilized for misc. small deliveries. Boom/crane operations will be performed prior to operable business hours unless the mutually agreed schedule dictates otherwise. 2-3 crane and boom picks each are anticipated for the project. c. Bid is based on 5:30am to 2:30pm work hours. 4. Other Considerations: a. Limited access at north. Eastern, WA - Cobra Building Envelope Contractors — P.O. Box 19068, Spokane, WA 99219 — (509) 455-4043 — (509) 455-4594 fax Western, WA - Cobra Building Envelope Contractors —1220 37th St NW, A-106, Auburn, WA 98001— (253) 887-1500 — (253) 887-1501 fax Cobraresults.com — info@cobraresults.com TM Building Envelope Company May 1,2013 SOPREMA AUTHORIZED APPLICATOR (WA148) Cobra BEC, Inc. 1220 37th Street NW, Building A106 Auburn, WA 98001 Tel: 253.887.1501 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2013 City of Tukwila BUILDING DIVISION l2 fa RE: Notice of Intent to Warrant (REVISED) Nordstrom Southcenter Remodel, 100 Southcenter Mall, Tukwila, WA 98188-010°' !XL To Whom It May Concern: PeIMtt This letter describes the proposed system and ROOF ASSEMBLY requirelflts that have been "�— presented to SOPREMA. It also describes, in general terms, the system warranty SOPREMA intends to issue at the conclusion of the project, along with the requirements that must be satisfied in order to receive that warranty. Please let us know if you believe any of the information discussed below is inaccurate or incomplete. E COpy ROOF ASSEMBLY WARRANTY REQUIREMENTS The proposed ROOF ASSEMBLY will be installed over the following substrate(s): Existing Light Weight Concrete Roof Deck. (ROOF ASSEMBLY): • One (1) ply of SOPREMA Sopra-G Base Sheet mechanically fastened using 1.7 SOPREMA BSF Base Sheet Fasteners installed at the following fastening rates: o Field Zone 1: (9 x 3 rows) Nine (9) -inches o.c. in the three (3) -inch wide side lap and none (9) -inches o.c. In two (2), equally spaced, staggered center rows. o Perimeter Zone 2: (7 x 4 rows) Seven (7) -inches o.c. In the three (3) -Inch wide side tap and seven (7) -inches o.c. in three (3), equally spaced, staggered center rows. (70% enhancement) o Comer Zone 3: (7 x 6 rows) Seven (7) -inches o.c. In the three (3) -inch wide side lap and seven (7) -inches o.c. in five (5), equally spaced, staggered center rows. (160% enhancement) • One (1) ply of SOPREMA Elastophene Flam, torch applied. • One (1) ply of SOPREMA Sopralene Flam 180 FR GR, torch applied. (ROOF FLASHING ASSEMBLY): • SOPREMA Elastocol 800c Primer. • One (1) ply of SOPREMA Sopralene Flam Stick, self adhered. • One (1) ply of SOPREMA Sopralene Flam 180 FR GR, torch applied. RECEIVED CITY OF TUKWILA MAY 1 0 2013 PERMIT CENTER (ABOVE THE ROOF ASSEMBLY): • (Optional) Adhered SOPREMA Soprawalk at designated traffic areas and roof -top equipment. Testing Data: The proposed ROOF ASSEMBLY is offered by SOPREMA to meet the system requirements for the warranty indicated herein. SOPREMA roofing systems and components are tested, evaluated and/or reported by the third -party agencies as follows: 310 QUADRAL DRIVE • WADSWORTH, 01144281 • Ph. 330.334.0066 • Toll Free 800.3363521 • Fax 330.334.4289 • WWW.SOPREMA.US May 1,2013 Page 2 ('Y, lil:at•, t • IndependentlyAccredited Testing Agency: The roofing system tested was determined to be in accordance- With OM 4474, °Evaluating the Simulated Wind Uplift Resistance of Roof Assemblies..Using Static,positive and/or Negative Differential Pressure," the standard used in the Intemational'Building'Code (IBC). The roofing system tested has a °Maximum Design Pressure of -60.0 psf, equivalent to the FM rating of 1-120 per FM 4474. Refer to Evaluation Report S35000.12.10-4 Listing LWC-11. • Exterior Fire CiassificatiorlrThe roofing system tested was found to meet UL 790 Class A requirements, ' Warranty ElIaibilifv:The proposed ROOF ASSEMBLY described above is eligible for a 'Form 101 - Premium NOL Roof Warranty (20 -years). Please consult the warranty document for a description of its term Warranty Reoulrementie The warranty described above will be provided once the following has been confirmed by SOPREMA's Warranty Department: a) The installation is successfully completed according to the terms of this letter of intelit SOPREMA's current editions of General Requirements, Product Data Sheets, Approved Details and good general roofing practice b) SOPREMA has received full payment for all its material used on this roof c) SOPREMA has received the applicable warranty fee d) The final review of the completed roof has been performed by a SOPREMA Technical Representative. Notices: The system and ROOF ASSEMBLY requirements described in this letter do not supersede the requirements of the designer of record. It is your responsibility to ensure compliance with the project specifications, ROOF ASSEMBLY approvals, and applicable codes and regulations goveming design, construction and safety. Please contact SOPREMA if there are questions concerning this correspondence or if additional information is needed. Sincerely, f Andrew Schwab SOPREMA Internal Technical Coordinator www.soarema.us Telephone: 503.4018184 aschwab@soprema.us cc:-, Project File , • , Sales and Technical Staff, SOPREMA Confidentiality Notice: This message is a private communication and may contain confidential information. If you are not the intended recipient, please do not read, copy, or use it, and do not disclose it to others. Please notify the sender of the delivery error by replying to this message and then delete it from your system. Thank You. 310 QUADRAL DRIVE • WADSWORTH, OH 44281 • Ph. 330.334.0066 • Toll Free 800.356.3521 • Fax 330.334.4289 • WWW.SOPREMA.US HEAT WELD APPLIED TWO SBS MEMBRANE SYSTEM SELECTOR HEAT/WEILD'APPLIED SYSTEM FASTENERS APPROX.r OC. pe3 / UNIT MOUNTING CURB, st" FIRST MEMBRANE FLASHING PLY L• -•- PRIMED MASONRY SUBSTRATE ON WOOD FASTEN.SOPREMA APPROVED BASE SHEET 8op, (203 MM) N GRID PATTERNAND AT SIDE LAPS FIELD BASE.MEMBRANE PLY COVERBOARD INSULATION (IF ikEOUIFtED) THERMAL INSULATION (IF REQUIRED) ROOF DECK CAP MEMBRANE --SHING PLY Dela to bo toodIn orpuocore nth %promo Conord Requoyoures Art4 Approvid Daub FIELD CAP MEMBRANE PLY; ON HEAT WELDED FLASHING EMBED GRANULES IN FLASHING AREA -SURFACE- CONDITION: Standard Colors 1'1 Rad( Blue Brown, Green Gray Red nna While *Caisiorrized Wee Upon Reclues APPLICATION DEC PES • • -_,...7,;;;;• FIELD MEMBRANES SELECTOR Method of Application .,. , *BASIC *OPTIMAL *HEAVY DUTY FIELD BASE MEMBRANE PLY HEAT WELD( 30 ELASTOPHENE RAM , 32 SOPPAI. ENE FLAM1190 31 SOPRALENE RAM 250 .......) FIELD CAP MEMBRANE PLY \ HEAT WELD \ 53 ELASTOPHENE FLAM Gil 50 SOPRALENE FLAN 180 GR' 80 SOPRALENE FLAN 350 GR HEAT WELD // 55 ELASTOPHENE FLAM FR GR 17 3 SOPRALENE FLAM IV, c......., FR Gli 54 SOPRALENE FLAM 230 FR GR FLASHING SYSTEMS Method ofAppecatIon FLA...SHUT ;Ewa-818Hz L / MN * STANDARD FIRST MEMBRANE FLASHING ea . \ / CAP MBRAN• FLASHING P * HEAVY FIRST MEMBRANE FLASHING PLY DUTIf CAP' MEMBRANE FLAKING PLY ' At . 32.SOPRALENE ,50' SOPRALENE LAM'\1 -,14 180. OR SOPPALENE FtAFA 250 60 60PRALENE FLAM 35U,GR V 4 -,,Cr7 • iryV, , FLAM 180 ' 5,1158/ SOPRALAST 50 TV 69 ALLLCOPFWGVNLE88 ' 36 SOPRALENE RAM 360 80 SOPRALENE FLAM 350 GR k- - 33 SOPRALENE SOPRALENE FLAM 1 180 GR ' 3s SOPRALENE 51' ii0PFIALENE FLAM 260 GR JO '44,i150, Fr 1, FLAM STICK 57,58/ sopRAusTury, 59 '.. ALUICOPPERMTNNIESS) FLAM STICK , _ 80 SOPRALENE FLAM 350 GR * Contact Soprema for applicable warranties when using specific membrane type combinations 8OPREM NAY MODIFYTFE =POSITION AN OCR LITIUZATION OF flI PROOUCT HATHOUT NOTICE. CONSEOUBFILY ORDERS WU BE FILED ACCORDING TO THE LATEST SPECIFICATION& 8/02 SOPREMA Guide Specification Heat -Welded Waterproofing Membrane SBS MODIFIED BITUMEN WATERPROOFING SOPRALENE FLAM 180 / 180 GR This specification serves as a guideline and must be modified, as necessary, by the Designer of Record to suit the needs of the individual project. This specification is prepared in accordance with CSI format to be included under Division 7 — Thermal and Moisture Protection. Any improvements and changes to the content of this specification can be made only with the written authorization of the Designer of Record. [delete this paragraph] PART I — GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and General Requirements, apply to the work specified in this section. 1.02 RELATED SECTIONS A. Division 2 — Sitework — Pavers and other accessories to complete the installation as supplied by SOPREMA. See Division 7 for specific details. B. Division 3 — Concrete Roof Deck It is important to coordinate Division 3 (Concrete) with Division 7 (Waterproofing) since the concrete must be properly installed and finished to satisfactorily accept the new waterproofing assembly. Installations in which an existing roof is to be removed down to the existing structural concrete (e.g., existing coal tar pitch roofs) might require additional surface conditioning prior to the installation of the waterproofing membranes and must be approved by SOPREMA, INC. 1. Min 2500 psi compressive strength 2. Wood-float/wood-trowel finish; finishing should not be performed with a steel trowel. 3. Concrete Cure a. Structural concrete must be cured a minimum of 28 days in accordance with industry criteria prior to installation of the waterproofing membranes. b. Cure can be tested in accordance with ASTM D 4263 Standard Test Method for Indicating Moisture in Concrete by the Plastic Sheet Method or in accordance with NRCA deck dryness methodology. c. Refer to PART 3; Section 3.01 C. Division [ ] — Wood Blocking and Curbing D. Division [ ] — Insulation 1 SOPREMA Guide Specification Heat -Welded Waterproofing Membrane E. Division [ ] — Sheet Metal Flashing & Counterflashing F. Division [ ] — Caulking & Sealants G. Division [ ] — Plumbing Specialties 1.03 REFERENCES A. American Society for Testing and Materials (ASTM) B. Underwriters Laboratories (UL) C. Factory Mutual Research Corporation (FM) FM Approved Combinations and Assemblies (January 2005) and Class Number 4470 Approval Standard for Class 1 Roof Covers (2002). D. International Organization for Standardization (ISO) 9001:2000 Quality Standard 1.04 SYSTEM DESCRIPTION (Edit for project requirements) A. The work generally involves furnishing and installing a SOPREMA Waterproofing System or Assembly, vertically or horizontally, including substrate primer, a two (2) ply SBS -modified bitumen polyester reinforced, heat -welded system, flashings, and all required accessories. [protection course (if required), drainage course (if required), extruded polystyrene insulation (if required), solid core protection layer (if required), pavers & paver pedestals (if required)]. To insure total system compatibility, all products shall be purchased from a single -source manufacturer except as approved by SOPREMA, INC. 1.05 SUBMITTALS A. Evidence that the membrane assembly meets FM Class 1A-735 criteria as specified.(if required). B. Evidence that the membrane assembly meets UL Class A criteria as specified.(if required). C. Evidence of product compliance with specified ASTM criteria. D. Certification that all components of the waterproofing assembly are being supplied and / or approved by the membrane manufacturer offering the single -source warranty. E. Provide three (3) copies of the most current technical data sheets. These documents must describe the physical properties of the specified materials and explanations about product installation, including installation techniques, restrictions, limitations and any other manufacturer recommendations. F. Provide a specimen warranty from the manufacturer that includes all components of the waterproofing system installation. 1.06 QUALITY ASSURANCE A. Refer to Section 1.5; SUBMITTALS , include items A through F. B. The installer must demonstrate his or her qualification to perform the work of this section by providing written evidence from the manufacturer providing the single -source warranty that the installer is an 2 SOPREMA Guide Specification Heat -Welded Waterproofing Membrane applicator in good standing and is authorized to install the specified waterproofing assembly on the project. 1. Documentation of the installer's qualifications must be written on the manufacturer's letterhead, include the name and address of the installer and the full name and physical address of the waterproofing installation in the body of the letter, and must be signed by an authorized representative of the membrane manufacturer. C. All components of the waterproofing assembly must be supplied or approved by the membrane manufacturer offering the single -source warranty. D. The manufacturer offering the single -source warranty must have full-time technical support staff to provide the installer with technical assistance in the installation of the products included in the warranty. E. Certification that the membrane manufacturer has been supplying the specified waterproofing assembly for a minimum of fifteen (15) years, with documented job history on projects of similar scope and complexity. F. All parties responsible for work of this section are required to attend a pre -construction meeting to review the details of the project as they pertain to the integrity of the waterproofing system installation. 1. All parties responsible for the work of this section are required to attend, including the architect, owner's representative, general contractor, installer and manufacturer offering the single -source warranty. 2. All panties are to review the installation procedures of this section and the coordination and sequencing required for all related work. 3. The waterproofing materials manufacturer may delegate a representative to visit the jobsite at the commencement of the work and during the course of the work. At all times, the Contractor shall permit and facilitate access to the site by this representative. 1.07 DELIVERY, STORAGE & HANDLING A. Deliver and store all materials in the manufacturer's original, unopened packaging. Packaging must bear the manufacturer's name, related standards and any other specification or reference standard, ensuring that materials are in an undamaged condition. B. Protect and store all materials in a dry, well -ventilated and weatherproof location. Only materials to be used the same day shall be removed from this location. C. Store all temperature sensitive materials in a heated location with a 50° F minimum temperature and remove only as much as is needed for immediate use; certain adhesives might require conditioning at temperatures greater than 50° F prior to use to ensure the proper rate of application and/or ease of use (see product data sheets). Keep all materials away from open flame or welding sparks. D. Carefully store rolls of membrane upright on pallets, with selvage edges up, a minimum four (4) inches above a clean and dry surface. 1.08 PROJECT CONDITIONS 3 SOPREMA Guide Specification Heat -Welded Waterproofing Membrane A. The heat -welded membranes can be installed at any temperature provided the surface is dry and free of frost, snow and ice and weather is not inclement. B. Concrete Roof Deck / Wall Surface Condition; Refer to Section 1.02 Related Sections; Section 3.01. C. Exposure to chemical discharges, airborne contaminants, and waste products including but not limited to; grease, oil, hydraulic fluid, other petroleum distillates, solvents, fats, vegetable oil and mineral oil is prohibited. D. The General Contractor provide for adequate protection of the installed membranes to prevent damage that might arise from work performed by the other trades. E. Apply drainage/protection/insulation/protective layer and/or overburden or backfill as soon as possible after the membrane installation. 1.09 WARRANTY (edit for project requirements) A. Upon completion of work, the contractor shall supply the owner with a single -source warranty issued by the manufacturer of the waterproofing assembly. 1. Total System Warranties cover all components of the waterproofing installation, and typically include the waterproofing membranes, flashings, insulation, filter fabric and the pavers and paver pedestals when they are supplied by SOPREMA and installed in accordance with SOPREMA General Requirements. All components of the waterproofing installation that are to be covered under the terms of the warranty should be expressly itemized in the Warranty or Warranty Rider. a. Membrane: The waterproofing membranes warranted against leaks for a period of [5) [10] [15] [20] years. b. Insulation: The insulation is to retain 80% of its original thermal value for a period of [5] [10] [ 15) [20] years. c. Pavers: The pavers and pedestals will not crack, split, spall or disintegrate as a result of freeze- thaw cycling for a period of ten [5] [10] years. d. Insulatlon Warranties: The Thermal value of the insulation is warranted to retain 80% of the original thermal value. Duration 5 -year and 10 -year available ***CONTACT SOPREMA FOR WARRANTY TERMS AND CONDITIONS*** PART 2 — PRODUCTS 2.01 GENERAL 4 SOPREMA Guide Specification Heat -Welded Waterproofing Membrane A. Waterproofing membrane components and accessories shall be obtained as a single -source from the membrane manufacturer to ensure total system compatibility and integrity. Acceptable Manufacturer: SOPREMA Inc. 310 Quadral Dr. Wadsworth, OH 44281 Phone: 800-356-3521 Fax: 330-334-4289 Web Site: www.soprema.us 2.02 BASE PLY A. Membrane base ply shall have a non -woven polyester reinforcement and thermofusible elastomeric asphalt which meet or exceed ASTM D-6164 Type I standards. Both sides shall be protected by a thermofusible plastic film. Thickness 120 mils. 1. Reinforcement: non -woven polyester, 180g/m2. 2. Thermofusible elastomeric asphalt: mix of selected bitumen and SBS thermoplastic polymer. 3. Membrane is applied using torch or hot air welding techniques. 4. Specified product: SOPRALENE FLAM 180 by SOPREMA 2.03 CAP PLY A. Membrane shall have a non -woven polyester reinforcement and thermofusible elastomeric asphalt which meet or exceed ASTM D-6164 Type I standards. The bottom side shall be protected by a thermofusible plastic film. The top side shall be protected by colored granules. Thickness 160 mils. 1. Reinforcement: non -woven polyester, 180g/m2. 2. Thermofusible elastomeric asphalt: mix of selected bitumen and SBS thermoplastic polymer. 3. Membrane is applied using torch or hot air welding techniques. 4. Specified product: SOPRALENE FLAM 180 GR by SOPREMA SPEC NOTE: Flashing membrane shall be same as field membrane (specified here in). 2.04 FLASHING MEMBRANE (ALTERNATE) A. Liquid Flashing Membrane: 1. Description: A ready to use, one -component polyurethane / bitumen waterproofing resin used with polyester reinforcement and required product accessories. Specified product: ALSAN FLASHING by SOPREMA 5 SOPREMA Guide Specification Heat -Welded Waterproofing Membrane 2. Description: Vertical grade resin material, two component, cold fluid applied reinforced (PMMA) membrane with needle punched non -woven polyester reinforcing fleece and required product accessories. Specified product: ALSAN RS 230 by SOPREMA ***NOTE: Alsan Flashing and Alsan RS 230 may be used in lieu of SBS membrane on penetrations and any vertical transitions (i.e. parapet, mechanical units, etc.)*** 2.05 ACCESSORY PRODUCTS A. Primer and Surface Conditioner (Edit for project requirements) 1. Asphalt primer conforming to ASTM D 41. Specified product: ELASTOCOL 500 by SOPREMA, INC. 2. Asphalt primer conforming to ASTM D 41, low VOC, Califomia compliant. Specified product: AQUADERE by SOPREMA, INC. B. Adhesives/Sealants 1. Shall be a black, multipurpose mastic containing SBS modified bitumen, fibers and mineral fillers. It is designed as a waterproofing complement for most termination details. Specified product: SOPRAMASTIC by SOPREMA, INC. Specified product: SBS ELASTIC CEMENT by SOPREMA, INC. Specified product: SBS MASTIC by SOPREMA, INC. Specified product: SOPREMA HV III (INSULATION) ADHESIVE by SOPREMA, INC. C. Prefabricated Drainage Board: 1. Shall be a composite drainage board consisting of a post — industrial recycled polypropylene core of fused, entangled filaments covered with a geocomposite filter fabric on its upper surface to allow water to pass into the drainage core while restricting the movement of soil particles and suitable for use in select vertical and horizontal applications: Select one of the following: (edit for project requirements) Specified product: SOPRADRAIN ECO -VENT by SOPREMA, INC.** 2. Prefabricated composite drainage board consisting of a post-industrial recycled polypropylene core of fused, entangled filaments covered with a geocomposite filter fabric bonded to both sides. Specified product: SOPRADRAIN ECO 2 by SOPREMA, INC.** 6 SOPREMA Guide Specification Heat -Welded Waterproofing Membrane ***NOTE: Sopradrain ECO VENT & ECO 2 exceed 40%post-industrial content and can help contribute up to 2 (two) LEER points when used in conjunction with other recycled content products. ALTERNATE Prefabricated Drainage Boards, per SPECll+1LR, and as approved by SOPREMA, INC. 2. Rigid extruded polystyrene, insulating, drainage board (vertical applications only) Specified product: DOW THERMADRY by SOPREMA, INC. D. Insulation (If required, edit for project requirements) 1. Rigid, extruded polystyrene insulation board for waterproofing assemblies meeting ASTM C-578 Type VI or Type VII criteria. a. Insulation must be 40 psi or 60 psi compressive strength when tested in accordance with ASTM D-1621 criteria. b. Water Absorption must be maximum 0.1% by volume when tested in accordance with ASTM C-272 criteria. c. The foam blowing agent used in the manufacture of the insulation must provide at least a 90% reduction in ozone potential as compared with standard CFC blowing agents. It shall be certified by the foam manufacturer to be CFC free. d. The insulation must offer min R-5.0 per inch at 75° F mean temperature when tested in accordance with ASTM C-518 and be warranted by the manufacturer to retain at least 80% of its published R -value for the warranty period. 7 Core: Thickness ASTM D-1777 ECO VENT, ECO2 — 0.45 in. Compressive Strength ASTM D-1621 ECO VENT, ECO2 - >30,000 Flow@ 3000 psf & 1.0 Gradient ASTM D-4716 ECO VENT —16 gpm/ft ECO 2 —12.9 gpm/ft Fabric: Flow Rate ASTM D-4491 ECO VENT, ECO2 —120 Grab Tensile Strength ASTM D-4632 ECO VENT, ECO2—120lbs Apparent Opening Size (AOS) ASTM D-4751 ECO VENT, ECO2 — 70 sieve ALTERNATE Prefabricated Drainage Boards, per SPECll+1LR, and as approved by SOPREMA, INC. 2. Rigid extruded polystyrene, insulating, drainage board (vertical applications only) Specified product: DOW THERMADRY by SOPREMA, INC. D. Insulation (If required, edit for project requirements) 1. Rigid, extruded polystyrene insulation board for waterproofing assemblies meeting ASTM C-578 Type VI or Type VII criteria. a. Insulation must be 40 psi or 60 psi compressive strength when tested in accordance with ASTM D-1621 criteria. b. Water Absorption must be maximum 0.1% by volume when tested in accordance with ASTM C-272 criteria. c. The foam blowing agent used in the manufacture of the insulation must provide at least a 90% reduction in ozone potential as compared with standard CFC blowing agents. It shall be certified by the foam manufacturer to be CFC free. d. The insulation must offer min R-5.0 per inch at 75° F mean temperature when tested in accordance with ASTM C-518 and be warranted by the manufacturer to retain at least 80% of its published R -value for the warranty period. 7 SOPREMA Guide Specification Heat -Welded Waterproofing Membrane Specified product: DOW Extruded Polystyrene Insulation Board offered by SOPREMA, INC. Product types: STYROFOAMc+r Brand Plaza Deck; and High Load 100. Consult SOPREMA, INC. for required product type. E. Filter Fabric Sheet (If required, edit for project requirements) 1. A needle -punched, non -woven, calendared 100% polypropylene fabric allowing high capacity drainage flow. Specified product: SOPRAF!LTER FABRIC by SOPREMA, INC. F. Topping Materials (If required, edit for project requirements) 1. Architectural Pavers: a. Type One Terrace Paver: Precast concrete pavers with beveled edged. 1. Nominal size 24 inches by 24 inches by 2 inches thick. 2. Compressive strength: 8500 psi. per ASTM C-140; 1,750 pounds minimum center load required. 3. Flexural strength: 1100 psi. per ASTM C-293 4. Water absorption: <_ 5% per ASTM C-140. 5. Freeze -thaw: No breakage and not more than one percent loss in dry weight after 50 cycles in accordance with ASTM C-67. 6. Color & Finish: Contact Soprema representative. 7. Adjustable height and fixed height pedestals as recommended or approved by SOPREMA, INC. Specified product: WAUSAU TILE Architectural Pavers as offered by SOPREMA, INC. 2. Concrete Topping Pour a. Sopradrain ECO VENT; >30,000 psf. Woven Core, Single Fabric b. Sopradrain ECO 2; >30,000 psf. Woven Core, Dual Fabric c. Alternates, by Specifier, approved by SOPREMA, INC. 3. Asphalt Paving Note to Specifier: When asphalt paving is to be placed directly over the waterproofing, contact SOPREMA, INC. for options and recommendations. 8 SOPREMA Guide Specification Heat -Welded Waterproofing Membrane PART 3 — EXECUTION 3.01 SURFACE INSPECTION A. Prior to the installation of any new materials, the waterproofing contractor shall thoroughly examine all surfaces for any deficiencies. Should any deficiencies be determined, the architect, owner or general contractor shall be notified in writing and corrections made. B. The waterproofing contractor shall not proceed with the installation of the specified waterproofing assembly until all surface deficiencies and unsatisfactory conditions have been corrected. C. Surfaces shall be clean, dry, smooth, and free of voids per ASTM D 5295 "Preparation of Concrete Surfaces for Adhered (Bonded) Membrane Waterproofing Systems." Unapproved curing compounds, form release agents, petroleum distillates and other contaminates me not allowed to come into contact with any approved substrate. 1. Cast in -Place Concrete; Composite Deck/ Wall a. All poured in place, structural concrete shall be smooth and free of voids. All areas shall be free of honeycombs, sharp protrusions, fins, laitance, and will be free of damaged, spelled areas. b. If the concrete pour is not monolithic, dissimilar materials, if any, must receive reinforcing membrane. 2. Precast Concrete Decks a. All precast units shall be mechanically secured and all joints between units shall be grouted, and shall be free of voids. b. All joints shall be properly prepared and reinforced per manufacturer requirements prior to full membrane system installation. 3. Renovation/Tear-Of Application a. All existing membrane (existing waterproofing systems, coatings, coal tar pitch, and asphalt, etc.) shall be removed, restoring the substrate to a pristine condition. Contact SOPREMA, INC. b. All surface areas shall be inspected and approved by Soprema prior to the application of the new waterproofing system. 4. Other a. Metal, Wood, and Gypsum substrates, Contact SOPREMA, INC. D. Concrete Surfaces: 1. All concrete surfaces must be finished with a wood float or wood trowel; very smooth surfaces (e.g., surfaces finished with a steel trowel) may require scarification or may need to be chemically etched prior to installation of the waterproofing membranes to ensure proper bonding. 9 SOPREMA Guide Specification Heat -Welded Waterproofing Membrane 2. Verify the poured in place, structural concrete has cured and aged for minimum time period recommended by the membrane Manufacturer, and that all requirements of ASTM 5295 "Preparation of Concrete Surfaces for Adhered (Bonded) Membrane Waterproofing Systems" have been met. 3. Verify the substrate is visibly dry and free of moisture. Test for capillary moisture by plastic sheet method according to ASTM D-4263. 4. Determinations of bond strength and moisture content are the responsibility of the contractor and shall be performed periodically by the contractor throughout the course of work. a. For non moving joints or cracks not exceeding 1/8 inch wide: Prime, then fill any void space with modified bitumen or Sopramastic; heat fuse in place a six (6) inch wide strip of the specified base layer membrane centered to extend a minimum of three (3) inches on each side of the non-moving joint or crack, and extending a minimum of six (6) inches past the imperfection in both directions. b. For non moving joints or cracks exceeding 1/8 inch wide: Prime, then fill any void space with modified bitumen or Sopramastic; heat fuse in place a twelve (12) inch wide strip of the specified base layer membrane centered to extend a minimum of six (6) inches on each side of the non-moving joint or crack, and extending a minimum of twelve (12) inches past the imperfection in both directions. c. Substrate board joints, blemishes, and other imperfections shall be pre -detailed with the specified base layer membrane as detailed above as reinforcement prior to the application of the waterproofing membrane. E. Drains and Penetrations 1. All drains are to be sumped. Apply a minimum twelve (12) inch wide bed of Sopramastic onto the drain bowl flange and onto the structural deck. Install the waterproofing system field base ply into the Sopramastic, cutting this ply one (1) inch past the inside edge of the drain bowl below the clamping ring ledge. In a full bed of Sopramastic, install a pre -primed 2-1/21b. minimum lead, or 16 oz. copper flashing (minimum 30"x 30") properly fitted, and extended one (1) inch past the clamping ring into the drain bowl, and back onto the deck a minimum of eight (8) inches. Install a reinforcing membrane ply of the base layer membrane (minimum 39"x 39") capping the drain flashing, also cutting this ply one (1) inch past the clamping ring into the drain bowl below the clamping ring ledge. The reinforcing ply must extend past the edge of the lead or copper drain flashing a minimum of three (3) inches on all sides. Install the waterproofing cap ply membrane extended one (1) inch past the clamping ring into the drain bowl. There must be a drain clamping at the waterproofed deck level and it is to be properly secured while membrane is flexible and SBS is warm. The field base ply, drain flashing, reinforcing ply, and waterproofing membrane cap ply are secured under the clamping ring. The drain flashing lead or copper flashing is to be turned down inside the drain bowl. Refer to membrane manufacturer details for specific installation instructions. 2. Pipe penetrations must be securely anchored and tightly grouted, properly prepared with appropriate cleaning and abrasion of the metal as required for a suitable surface to be flashed. Both plies of the completed waterproofing membrane are to be butted tightly to the penetration. Surface granules are to be properly heated and gently embedded into the sheet a minimum of six (6) inches around the penetration. Apply a base coat of Alsan Flashing, 20 mils thick, extended six (6) inches onto the 10 SOPREMA Guide Specification Heat -Welded Waterproofmg Membrane deck and six (6) inches up the vertical shaft of the penetration. Without wrinkles or folds, embed a six (6) inch Alsan Polyfleece reinforcement strip applied five (5) inches vertically up the shaft of the penetration with finger cuts every 'A" along the bottom one (1) inch edge that is extended and embedded onto the horizontal deck. Apply a second coat of Alsan Flashing, 16 mils thick over the reinforcement, six (6) inches vertically up the shaft of the penetration and extended six (6) inches horizontally onto the deck. Without wrinkles or folds, embed a six (6) inch Alsan Polyfleece reinforcement strip applied five (5) inches onto the horizontal deck, and one (1) inch vertically up the shaft of the penetration with finger cuts every 'A" along the top edge. Apply a third coat of Alsan Flashing, 16 mils thick over the reinforcement, six (6) inches up the vertical shaft of the penetration and extended six (6) inches out onto the horizontal deck. A final finish coat of Alsan Flashing, 20 mils thick will then be applied six (6) inches up the vertical shaft of the penetration and extended six (6) inches out onto the horizontal deck. 3. Refer to membrane manufacturer's installation guidelines for all detail flashing requirements. F. Do not install materials in conditions of inclement weather. 3.02 ASPHALT PRIMER/CONDITIONER APPLICATION A. All surfaces must be clean, smooth, dry and free of any debris that would adversely affect the installation and adhesion of the membrane. B. Apply the specified primer to all surfaces to which asphalt or waterproofing membrane system is to be installed. Apply at the rate of 200 — 400 sq. ft. / gallon, depending on the porosity of the substrate. C. Allow sufficient time for the primer to thoroughly dry prior to the membrane installation. 3.03 FIELD BASE MEMBRANE INSTALLATION A. Unroll dry field base membrane ply. Each strip must have min 3 -inch side laps and min 6 -inch end laps. 1. Begin at the lowest point of the deck (drain). 2. Position membrane so side lap will be centered on drain. B. Unroll the base membrane to its complete length and allow it to relax for a minimum of fifteen (15) minutes. Once relaxed, re -roll the field membrane ply from each end (one end at a time to ensure proper alignment) creating two sub -rolls. Heat -weld onto the prepared substrate using a continuous pulling motion combined with balanced side-to-side heat -welding technique, creating an even and continuous melt; ensure there is a small bead of bitumen in front of the roll during installation. C. Application shall provide a smooth surface, free of air pockets, wrinkles, fishmouths or tears. D. Seal all side laps by heat -welding, ensuring an even and continuous ''A" bleed -out. E. Install the field base membrane flush to all vertical surfaces such as curbs, parapets, and vents. 3.04 FLASHING BASE MEMBRANE INSTALLATION A. Prime substrate with specified asphalt primer. 11 SOPREMA Guide Specification Heat -Welded Waterproofing Membrane B. Lay base ply flashing in strips three (3) feet wide to the vertical surfaces, extending onto the flat surface of the deck a minimum of four (4) inches. Side laps shall be a minimum of three (3) inches and are staggered a minimum of four (4) inches from those of the field base ply. C. Heat -weld flashing base ply directly onto its support from bottom to top. Apply hand pressure to ensure solid adhesion to the substrate. D. After installing the flashing base ply, check all lap seams by running a heated trowel along the edge of the seams; immediately correct any defects. 3.05 FIELD CAP MEMBRANE INSTALLATION A. Ensure that the field base ply and flashing base ply are properly applied and do not show any defects prior to installing the field cap membrane ply. B. Starting at the low point of the deck, unroll the cap membrane its entire length and allow it to relax for a minimum of fifteen (15) minutes. Ensure proper alignment is achieved. A 45° cut shall be made on the selvage edge of underlying membrane prior to application to insure a good seal between the membranes. 1. Where first field cap membranes are installed at internal drains (low points), embed the granules on finished edge to create selvage edge (3" lap) at both longitudinal sides and at the six-inch (6") end laps. C. Apply the field cap ply onto the field base membrane. 1. Unroll the field cap membrane to its full length, offsetting the side and end laps a minimum twelve (12) inches from the base ply, and allow it to relax for a minimum of fifteen (15) minutes. Once relaxed, re -roll the cap ply from each end (one end at a time to ensure proper alignment) creating two sub -rolls. Heat -weld the field cap membrane by pulling each sub roll with a sweeping "box" technique (see SOPREMA Installation Guide for details), simultaneously melting the field base membrane ply and field cap membrane ply, thermally fusing them together, ensure there is a small bead of bitumen in front of the roll during installation. 3. Seal all side laps by heat -welding, ensuring an even and continuous '/." bleed -out. 4. Prior to installing the following roll of cap membrane, first embed surface granules on the end laps a minimum of six inches by gently heating the granulated membrane surface and pressing the granules into the melted asphalt with a hot trowel or by using a granule embedding tool. D. Do not burn the membranes and their respective reinforcements (evidenced by smoking). E. Ensure the two membranes are thoroughly and completely fused together, without air pockets, wrinkles, fishmouths or tears. F. Check all lap seams on the cap ply using the edge of a hot trowel; immediately correct any defects. 3.06 FLASHING CAP MEMBRANE INSTALLATION A. Install cap membrane vertically (roll oriented up-and-down, not side-to-side) with joints staggered a minimum of four (4) inches from those of the flashing base membrane; the cap ply must extend onto the 12 SOPREMA Guide Specification Heat -Welded Waterproofing Membrane horizontal surface of the deck a minimum of six (6) inches, and the heat -welded side laps must be a minimum of three (3) inches wide. B. Heat -weld flashing cap ply directly onto its support from bottom to top; heat -weld the minimum six (6) inch end laps that extend onto the field by first embedding the granules with a torch/hot air welder & hot trowel or with a granule embedding tool, ensuring a 100% bond between the two plies. Apply hand pressure to ensure solid adhesion to the substrate. C. After installing the flashing cap ply, check all lap seams by running a heated trowel along the edge of the seams; immediately correct any defects. 3.07 FLOOD TEST A. Flood Testing. Flood test each deck area for leaks, according to recommendations in ASTM D-5957, Standard Guide for Flood Testing Horizontal Waterproofing Installations. After completing and protecting waterproofing, but before overlaying construction is placed, install temporary containment assemblies, plugging all drains and flood with water. 1. Flood entire area to a minimum depth of 2 inches for a period of 48 hours. B. VERIFY that the structure can support the dead load weight of the areas to be water tested before flooding. C. After flood testing, repair any leaks in the waterproofing system; repeat flood test. D. In lieu of flood testing, Electronic Breach Detection is an acceptable alternative, Contact SOPREMA, INC. E. Owner may engage an independent testing agency to observe flood testing procedures and results. 3.08 PROTECTION OR DRAINAGE COURSE/INSULATION/PAVER PLACEMENT A. General 1. Examine all areas to receive topping materials. Insure that all areas are free from defect and have successfully completed a flood test. Verify that all components of the system are properly installed, fully completed, undamaged, and intact. 2. The protection course, drainage course, insulation, and all other topping materials shall be installed as each area is completed. B. Protection Course (f required) 1. Install specified protection course to lay flat. Cut to fit all penetrations, curbs and perimeters within 3/4 inch (19 mm). Spot adhere as required with approved adhesive. 2. Spot adhere specified protection course to all vertical flashings. C. Drainage Course Installation (ifrequired) 1. Install the specified drainage course directly on horizontal and vertical surfaces with the filter fabric up in accordance with the membrane manufacturer's written instructions. 13 SOPREMA Guide Specification Heat -Welded Waterproofing Membrane 2. Properly position drainage course, carefully cutting and fitting panels to fit the surface. Cut and snuggly fit the drainage course at all perimeters, curbs and penetrations, following the membrane manufacturer's installation procedures. 3. Adhere each geotextile fabric overlap edge to adjacent drainage courses with tape or an adhesive acceptable to the membrane manufacturer. D. Insulation Placement (if required) 1. Install one or more layers of rigid insulation to required thickness and/or R -value. Stagger all joints, cut and fit to within 3/4 inch (19 mm) of all projections, perimeter walls and penetrations. Insulation is to be loose laid and tightly butted with joints not greater than 3/8 inch (9.5 mm). 2. Multi -layer insulation applications require the bottom layer of insulation to be the thickest layer and shall be a minimum of 2" thick (50.8 mm). All layers shall be loose laid with the joints of the second layer staggered and offset from all joints of the preceding layer. Each successive layer shall be offset from the underlying layer(s). 3. Vertical insulation applications shall be spot adhered to the protection layer with appropriate adhesive. E. Architectural Paver Placement (if required) 1. Architectural pavers will be installed on approved paver tab or pedestal system in accordance with the pedestal system manufacturer's specifications, recommendations, project requirements, and as defined in the architectural layout. 2. Ensure the finished paver surface is spaced and butted properly, level and free from any tripping hazards 3. Fabric can be installed under full paver systems to mask insulation color seen at joints between pavers. Black fabric shall not be left exposed in temperatures greater than 90° F. 3.09 JOB COMPLETION A. The Waterproofing Contractor and the Manufacturer's Representative shall inspect the completed waterproofing assembly. All defects as discovered shall be corrected. B. Clean all adjacent surfaces using cleaning agents and procedures approved by the membrane manufacturer of the affected systems, products, or finishes C. Remove from the premises all rubbish, debris, and surplus materials resulting from the work. END OF SECTION 14 r (fir Cap�.3'�. Warranty No.: 100-000000 Standard NDL Roof Warranty Building Address: Owner: Area in Squares: Membrane: Membrane Flashing: Substantial Completion Date: Length of Warranty: Soprema, Inc., an Ohio corporation, warrants to you that the membrane sold to you will not leak due to defects in factory workmanship or materials. If Soprema determines that a valid warranty claim has been made, then Soprema will provide you, at Soprema's expense and as your sole and exclusive remedy, with the labor and material necessary to return the defective area to a watertight condition. This warranty is made subject to the terms, conditions and limitations set forth in this document. THE WARRANTY EXPRESSED IN THIS DOCUMENT SUPERSEDES AND IS IN LIEU OF ALL OTHER WARRANTIES, WHETHER WRITTEN OR ORAL, EXPRESS OR IMPLIED, INCLUDING, WITHOUT LIMITATION, ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. In addition to the above, this warranty document incluctes,all of the terms, cofidtions and limitations contained on the reverse side of this, pagean l in the tfollowi g documents: (1) Form 900 — Warranty Claim Procedure (2), Form;901 Roof'Gare,and Maintenance Guide, and (3) any rider now or subsequently:;issueby�Sopremaf. ' the riders issued at the time of issuance of this warranty, if any, are listed below Thiskwarranty is not effective or binding against either party unless, within six months after the "substantial completion date, it is signed by both parties. The only agents of Soprema authorized to sign this warranty, or any riders hereto, are its President, Vice President, General Manager, Secretary, and Treasurer. Soprema, Inc. By: Name: Richard Voyer Title: Vice President/General Manager Date: AGREED TO BY: Owner's Name: By: Name: Title: Date: Riders issued at time of this warranty: (Form 100) (10/2009) VVVVV VVVVVVVVVVVV VV Terms, CondPlons end Limitations 1. The only components of your roof that am covered by this warranty are the membrane and membrane flashing products specifically identified on the face of this warranty. Accordingly, any reference In this warranty to the 'roof' means only these components. 2. Ai roof work must be performed by a roofing contractor who Is authorized to offer a Sopreme warranty (sometimes referred to In this warranty as an "authorized roofer" or some similar farm). The authorized roofer who originally installed your roof le sometimes referred to In thus warranty as the'insts0ing contractor.' 3. Warranty coverage starts on the substantial completon date set out on the face of this warrantyend, subject to eariertetminatbn, will continue brine spedfied length ofthne. 4. For purposes of this warranty, a 'leak' means the admission of water into your building through en opening, separation or other similar defect In the roof and the term 'warranted leak' mans a teak through the roof caused by defects In factory workmanship or materials. A warranted leak is not, for example, a leak caused by or resulting from: (a) the direct orIndbecteffect oflightning. explosion. flood. hal, windstorm having a 3-secced guatapeed greater than 73 m.p.h. (as mcorded by the data collection point that reports to the National Weather Service (whether official or unofficial) located nearest to your building), earthquake, hurricane, tornado, nticroburst, orother similar event (b) a defect, settlement, movemant. displacement, or structural failure In or of the surface over which the roof is applied or in or of the stnrct re of your building; (c) moisture entering the roof through or around walls, copings, pipelines orcondult skylights, vents, or other structures ortixhues; (d) defects in or faulty or Improper design, specification, construction or engineering of your building or the surface or matedal over which the roof Is applied; (e) faulty or bnproper design, or engineering of the roof assembly in relation b the physical dared erlsttcs of your building or the climate where your building is located; (1) damage from lack of positive drainage; (g) damage from exposure to foreign substances, for example, animal guano, chlorofluorocarbons, solvents, gasoline, kerosene, turpentine, orother hydrocarbons, acids, alkalls. salt oil, fat, grease, damaging exhausts, or residue from any of he foregoing; (h) damage from internal pressure conditions or condensation beneath the root (q damage from tie or other source of eacessNe heat (j) damage from deliberate or negligent ads such es vandalism, terrorism, misuse, abuse, or acts of doll disobedience orwar, (k) damage caused by birds, animals, Insects or vegetation; p) damage from falling, flying, dropped or blown objects; (m) damage from excessive traffic over or storage of materials on the root (n) damage attributable to a change or changes In the usage of your building; (o) damage caused by or during Installation of equipment, Ib ores, utilities, or structures on, through, or near the roof; (p) installations on or through the roof; (q) damage attributable to repairs or modifications performedormatedalssuppliedbyothers;(r)failureofthe Installing contractor to install ell of the components of the roof Identified on the project registration form; (s) damage attrbumble to your negligence or your failure to properly clean, cam for and maintain the rod, (t) the existence of any as -built condition that la not equal to or better than the regniemerds of Soprema's putllshed detain and general requirements; or (u) defective workmanship on the part dthe Instating contractor. Soprema does not wanted that the roof MI remain free ofridges, cracks, blie ers, wrinkles, gshmauthaorother similar conditions. Soprema does not warrant that the color of the membrane will not fade nor batthe color Jany repleoementmembrane will match the color ofthe original membrane. 5. This warranty does not become effective unless and until: (a) Soprema and any dlablbubrfrom whom the Installing contractor purchased products have been paid fitful l forail labor, materials, and supplies provided for or in connection with your rod; (b) the Irntaling contractor has been paid In full by you for the installation of the roof, and (c) Soprema has been paid the warranty charge relating to this warranty. 5. Soprema does not have any obligation to repair any leak unless and until: (a) all of the conditions to the warranty becoming effective have been satisfied, (b) Soprer a determines that the leak is a warranted leak, (c) Soprema receives the written notice of claim referred to in the claim procedure (Form 901) in a timely fashion; end (d) you property care for and maintain the roof. 7. This warranty shall become null and void in the event of any of the following: any material change in the use (as described in the project registration form) of your roof or building after the substantial completion date; any subsequent work on or through de roof without Sopeerne's written approval of the methods and materials to be used; repairs or modifications to the roof made by someone other than en authorized roofer, ores otherwise provkfed herein. Emergency repairs to stop a leak win not void the warranty as tong as they are reported to Soprema In writing within ten days. 8. This warranty Is transferable to any subsequent owner of your building once you annoy al):of hetraasfer haquirements set Outet cwww.taaema.tl8a. 9. Soprema's failure at any flora or from time to timeetgenfnrce any d•$�rn terms, oandltlofons, or limitations ids warranty shell not d be construed to be a waiver such provisionm s) or any other term. condition or grgdaborifhmeek ,1 A m o . 17 4• ; a 10. No suitor action whatsoever shall be brought ag nst`Sopretna for he recbvery of damages arising out ofany claimed falbre of the roof or for any breach d warranty unless. as a condition precedent thereto: (a you`aw omplled.wnhiall -51 the terms and conditions of this warranty applicable b you, and (b) the suit, action or proceeding is cornmenced within one (1) year atteithe caused adlon accrues. The failure to satisfy either of these conditions precedent shall result in such debits berg forever barred. 11. This warranty is governed by and shall be construed and enforced In accordance with the Internal laws of Ohio, without glAng efiectb any choice dim rules that may require the application of the laws of another jurisdiction. 12. The terns ofthis warranty are severable so that any Illegal, Invalid or unenforceable provision,11feasbla, shag be modified so that It becomes legal. valid and enforceable, coif not feasible, stricken, kr either case without affecting the validity or enfarceabllky of the remaining provisions. 13. The employees, n r pthis warranty, except through validlyrexecuted oposed changes made by yanyone arse that Is not documented ina validly borider is rejected ke any modifications or addlironsb pre and and volde This vrarrardy, together Wath any riders expressly made a part hereof, sets forth the entire agreement between the parties with respect to your roof assembly. Sopreme disclaims. and you waive. any eifl,mation of fad or prorrdse that may have been made by Sopreme or any of its employees, agents, representatives, or distributors that is not expressly stag In fhb warranty. 14. The remedy set forth In this warranty is your SOLE AND EXCLUSIVE REMEDY againstSoprema and Sopreme'e sole Habib/ and obligation to you In the event 8a roof faits In whaled in part, regardless of whether you might otherwise be entitled to pursue a legal Balm against Soprema, and regardless of the theoryon which a daim may be based, Including. without Ilmitation. canted. tort. breach of warranty, strict and/or product liability. or misrepresentation. 16. IN 110 EVENT MALL SOPREMA BE LIABLE TO YOU FOR ANY INDIRECT, CONSEQUENTIAL, SPECIAL, INCIDENTAL, PUNRiVE OR OTHER SIMILAR DAMAGES, Including, but not limited to, loss or reduction of profits. Meruptbn ofbusiness, Injury to or Illness or death of persons. damage or toss caused by or attributable to indoor air quality (Including, but not limited to, the presence or growth of mold. mildew or other similar substance in, on or about the roof assembly, walls, ceiatgs or other surfaces in your building), or damage or destruction of properly, including yourbuilding orany dimcontents,even11Sopranahasbeenadvisedofthepossibility,seventhetlelihood.d any of these types ofdamages. 16. Since Soprema does not practice the professions of architecture or engineering, you agree that the review. Inspection or approval, express or implied, by Soprema or its agents or representatives of the construction or condition of your existing roof, roof deck or building, or the drawings, plana or specifications for your new or replacement rod, did not In anyway create a warranty by Soprema of such Items and was nota substitute for the professional judgment of an architect or engineer. Any such action or actMty by Soprema was gratuitous, solely forte benefit of Soprema in detemhlydng whether or not to Issue this warranty, and did not and does not subject Sopreme or any of ks agents or representatives to any responsibility or lability, whether In contract, Indermity, warranty, tort (including negligence), strict liabiity or otherwise. 17. Any Involvement by Soprema with respect to your rod, Including any visits to the roof, whether prior to, during or after installation ofthe roof assernby, and any interaction with personnel involved In the Installation of your roof, was or will be gratuitous and was or will be undertaken solely for the benefit of Sopreme In determining whetter or not to Issue this warranty, whether or nota teak lea warrented leak, or whet actions are necessary to repalr a warranted leak. Accordingly, no such involvement expands the terra of this warranty nor subjects Soprerra or any of Its agents or representatives to any liebilty, whether In contract. Indemnity, warranty, tort (Including negligence), strict liability or otherwise. You are hereby advised that any roof inspections made prior to the date ofthis warranty were visual Inspections only and that co nditions mightredst on the roof that are not in compliance with Soprema's standard details and installation instructions that were not noticed by the inspector, even if open and obvious. Noncompliant conditions, if they exist, have not been accepted by Soprema. 18. Any document on Soprema's webalte that Is referred to kir this warranty is Incorporated herein by this reference, the same as if fully rewritten herein. (Form 100) (1012009) SIPLAST LIGHTWEIGHT 'INSULATING CONCRETE THE ZIC SYSTEM Siplast Lightweight Insulating Concrete Systems Siplast Lightweight Insulating Concretes are com- posite systems that combine the unique properties of lightweight insulating concrete and Insulperm premium expanded polystyrene foam insulation board. The polystyrene insulation board can be installed in thicknesses necessary for high insula- tion values and in stair -step fashion, facilitating prompt drainage of water from the roof surface. By design, Siplast Lightweight Insulating Concrete Systems encapsulate the insulation board in insu- lating concrete. All constructions provide superior fire protection and wind resistance, resist air infil- tration, and fully bond to the substrate, resulting in a stable, monolithic insulation system built for the long term. The ZIC System Concept For many years, the ZIC System has been suc- cessfully installed over galvanized slotted corru- gated metal deck where insulation and slope are required in a fully fire rated construction. Specific insulation values, from low to very high, can be . achieved to meet design requirements simply through the adjustment of Insulperm thicknesses. Because Insulperm can be installed in stair -step fashion, slope -to -drain is much easier to achieve than creating slope with complicated tapered rigid board insulation systems. Given its inherent fire resistant quality, ZIC remains an economical alter- native to the expensive process of fireproofing the deck's underside necessary for other insulation systems to meet the same fire ratings achieved by the ZIC system. zlc ZIC is a 1:6 ratio of Portland cement volume to ZIC Aggregate volume. The standard 1:6 (cement to aggregate ratio) system requires a minimum 2 -inch (51 mm) thickness of ZIC over the top of the slot- ted metal decking or Insulperm when used. ZIC has a minimum dry density of 22 pcf (352 kg/m3) and develops a minimum compressive strength of 125 psi (861.85 kPa). Insulperm Insulation Insulperm is a patented, premium quality nominal 1 pcf (16 kg/m3) density expanded polystyrene insulation board. It serves as the primary insulator and, when used in a stair -stepped configuration, is the base for the system's slope -to -drain capability. Insulperm insulation is supplied in 2 -foot by 4 -foot (.61 m x 1.22 m) boards in thicknesses from 1 -inch (25 mm). This product is configured to give the system composite strength and ensure release of moisture vapor. Insulperm is a lightweight kY7ix [(PO 'iv - expanded polystyrene insulation board; it adds lit- tle dead load to the assembly. Fire Rated Construction The ZIC System has excellent fire resistance properties and provides an economical method of creating insulated fire rated systems in steel deck construction. ZIC is approved by Factory Mutual as a non-combustible rated roof sub- strate. Combining ZIC with up to a 12 -inch (305 mm) thickness of Insulperm insulation board over slotted galvanized steel decks meets the require- ments of a Factory Mutual Class I fire rating. ZIC is listed by Underwriters Laboratories as fire clas- sified. Designs published in the Underwriters Lab- oratories Fire Resistance Directory include: Metal Deck Roof Assembly Design No. Hourly Rating Concrete Deck Roof Assembly Design No. Hourly Rating P214 1 P708 2 P215 2 P810 2 P216 1 P812 2 P231 1'/, P905 2 P241 2 P910 2 P246 1 P913 2 P251 2 P916 2 P255 1 D708 3 P261 1 D902 3 P264 1 D916 3 P410 2 D923 3 P509 1 D925 3 P513 11/4 D927 3 P908 2 P919 1'h P921 2 P924 2 P925 2 The ZIC System Roofing Membran • siplast FILE COPY Wind Rated Construction Combining ZIC with up to a 12 -inch (305 mm) thickness of Insulperm insulation board over slot- ted galvanized steel decks meets the requirements of Factory Mutual windstorm classifications. Underwriters Laboratories has approved the ZIC System in Construction No. 110 for Class 90 windstorm construction. In each approved assem- bly, the roofing membrane was attached with Zono-tite base sheet fasteners. Seismic and Diaphragm Design The ZIC System may be designed and con- structed to form an extremely effective and eco- nomical earthquake -resistant and wind -resistant system. ZIC System designs over corrugated metal decks resist lateral loads caused by seismic motion or wind forces. Extensive testing has established a wide and comprehensive range of working shear values for these deck systems, and code approvals exist in certain areas where seis- mic and diaphragm design requirements are prevalent. The diaphragm design values and pro- cedures may be found in the Siplast Lightweight Insulating Concrete Systems binder. Approvals and Guide References Underwriters Laboratories Listed Factory Mutual Approved ICBG Report Nos. 3260, 2078 City of New York Board of Standards and Appeals - Calendar No. 160 -74 -SM ICC Evaluation Service, Inc. Report Number 2309 Metro -Dade Product Control No. 07-0122.06 and REVIEWED FOIit-,r 1.os Ity of Los Angeles Department of Building and CODE COMPLIAN®Ey Research Report 24389 APPROVED US Arr y Corps of Engineers Guide Specifications CEGS 03510 (January 1989) Other ocal and regional approvals available. MAY 17 2013 City of Tukwila BUILDI=EDI=VISION ZIC Insulperm Insulation Board Galvanized Corrugated Metal Deck Slurry Coat of ZIC Mom— A Mira v // RECEI p ITY OF .� /ILA A 102113 ER r. Insulation Value Table for Concrete and Reroofing Substrate Designs (Includes roof membrane, 2 inches of ZIC 1.6 mix design, and optional thicknesses of Insulperm over steel decking.) J Includes air films and roof membrane. Notes: 1. ZIC properties are based on the material at minimum dry density. The thermal conductivity data is derived from independent testing of materials in accordance with ASTM Specification C 177, Thermal conductivity of roof insulation components is based on 40°F mean temperature. U -factors are based on series -parallel heat Clow calculations defined in the ASHRAE Handbook of Fundamentals and are shown in constant thickness insulation. All values shown are intended only as guidelines. Insulation per- formance for all materials and/or systems is affected by building environment, installation and design procedures that may cause variations from calculated values. 2. A roof membrane will add the following typical weights to the system weight listed above: Modified Bitumen 4 ply built-up root with gravel Mechanicaly fastened single py 2 pounds per sf 6 pounds per sf 0.5 pounds per sf When using the ZIC System in re-cover or reroofing applications, Siplast strongly recommends that a registered structural engineer evaluate the design and verify that the existing structure is capable of supporting the added weight of the new assembly. ZIC PART 1: GENERAL 1.01 SECTION INCLUDES: A. Lightweight Insulating Concrete Application to Prepared Substrate 1.02 RELATED SECTIONS A. Section [- --] - Testing Laboratory Services B. Section [- --] - Rough Carpentry C. Section [- --] - Roof Deck D. Section [- --] - Roofing E. Section [- --] - Sheet Metal Flashing and Trim F. Section [- --] - Sprayed Fire Protection 1.03 REFERENCE STANDARDS References in these specifications to standards, test methods, and codes are implied to mean the latest edition of each such standard adopted. The following is an abbreviated list of associations, institutions, and societies that may be used as references throughout these specifications. ASTM American Society for Testing and Materi- als Philadelphia, PA FM Factory Mutual Engineering and Research Norwood, MA UL Underwriters Laboratories Northbrook, IL 1.04 SUBMITTALS All submittals that do not conform to the following requirements will be rejected. A. Submittal of Equals: Submit lightweight insulating concrete systems to be considered as equals to the specified roof system no less than 10 days prior to bid date. Primary light- weight insulating concrete systems that have been reviewed and accepted as equals to the specified system will be listed in an addendum prior to bid date; only then will equals be accepted at bidding. Submittals shall include the following: 1. Submit manufacturer's instructions for proper placement of the proposed light- weight insulating concrete roof insulation system. 2. Submit documentation confirming compli- ance with FM 1-[---] Windstorm Resis- tance Classification utilizing the specific roof membrane system proposed for use on this project. a) Submit documentation confirming that the specific expanded polystyrene pro- posed for use on this project is approved by Factory Mutual for use in conjunction with the proposed light- weight insulating concrete system. 3. Submit a letter from the supplier of the proposed lightweight insulating concrete system confirming that the expanded polystyrene used as a component in the lightweight insulating concrete system is to be furnished by the supplier of the pro- posed lightweight insulating concrete sys- tem. 4. Submit shop drawings including a roof plan, roof slopes, and thickness of insulation. 5. Submit a sample copy of the warranty cov- enng the proposed lightweight insulating concrete system. " NOTE: The above item is applicable when a perform- ance warranty for the tghtweight concrete is required. 6. Submit a sample copy of the roof system guarantee covering the proposed light- weight insulating concrete system and roof membrane system. 7. Submit a letter from the roof membrane manufacturer confirming the intention to issue the roof system guarantee covering the proposed lightweight insulating con- crete system and roof membrane system at project completion. • NOTE: The above Items 6 and 7 are applicable when a single source roof system guarantee covering the lightweight insulating concrete system and roof membrane system is required. 8. Submit a letter from the proposed light- weight insulating concrete system supplier confirming that the Contractor is approved to install the proposed lightweight insulat- ing concrete system. 1.05 QUALITY ASSURANCE A. Acceptable Contractor: The contractor must be certified in writing prior to bid by the supplier to install the proposed lightweight insulating concrete system. B. Agency Approvals: The proposed light- weight insulating concrete system shall con- form to the following requirements. No other testing agency approvals will be accepted. 1. Underwriters Laboratories: Tested by Underwriters Laboratories in accor- dance with the procedures of ASTM E 119 and listed in the most recent Underwriters Laboratories Fire Resistance Directory. Lightweight insulating concrete roof insula- tion components are defined by Underwrit- ers Laboratories under sections CCVW for foamed plastic and CJZZ for floor or roof - topping mixture in the latest edition of the Underwriters Laboratories Fire Resistance Directory. 2. Factory Mutual: Tested by Factory Mutual Research and listed in the most recent Factory Mutual Approval Guide as non-combustible or Class 1, and for 14- --] windstorm classification utilizing the specific roof membrane system proposed for use on this project. 1.06 PRODUCT DELIVERY, STORAGE AND HANDLING A. Delivery: Deliver materials in the supplier's original unopened packages, fully identified as to manufacturer, brand or other identifying data and bearing the proper Underwriters Lab- oratories label. B. Storage: Store bagged concrete aggregate products in a dry location until ready for appli- cation. Expanded polystyrene board should not be stored in areas of standing water prior to application but can be exposed to rainwater 26 Ga. Metal - 15/16" Corrugation 24 Ga. Metal - 15/16" Corrugaton 22 Ga. Metal - 1 - 1/2" B -Decking Thickness of Insulperm Weight of Metal, Insulperm & ZIC U -Factor" No Ceiling Heat Flow Weight of Metal, Insutperrn & Zonocel Concrete (PSF) U -Factor No Ceiling Heat Flow Weight of Metal, Insulperm & 7onocel Concrete U -Factor" No Ceiling Heat Flow Concrete (PSF) Up Down Up Down (PSF) Up Down 0" 5.7 0 213 0 197 6 3 0205 0 189 6.4 0 208 0 192 1' 6 1 0 113 0.109 6.6 0.111 0.106 6 8 0 111 0.107 1'/," 6 2 0 093 0.090 6.7 0.091 0 088 6 8 0 091 0 088 2' 6.2 0.079 0 076 6 8 0 077 0 075 6 9 0 078 0 075 272" 6.3 0.068 0.067 6.8 0.067 0.065 7.0 0.068 0.066 3' 6.3 0.060 0.059 6.9 0 060 0-058 7.0 0.060 0.058 3'/:" 6.4 0.054 0.053 7 0 0 053 0 052 7.1 0 054 0.052 4' 6.5 0.049 0.048 7.0 0.048 0.048 7.2 0.049 0.048 5' 6.6 0.041 0.041 7 1 0 041 0 040 7 3 0.041 0 040 6' 6.7 0.036 0.035 7.3 0.035 0.035 7.4 0.035 0.035 7' 6.9 0.031 0.031 7.4 0.031 0.031 7.5 0.031 0.031 8" 7.0 0 028 0 028 7 5 0 028 0.027 7.7 0 028 0 028 9" 7.1 0.025 0.025 7.7 0.025 0.025 7.8 0.025 0.025 10" 7.3 0023 0023 78 0023 0023 7.9 0.023 0023 11' 7.4 0.021 0.021 7.9 0.021 0.021 8.1 0.021 0.021 12" 7.5 0.020 0 019 8.1 0 020 0 019 82 0.020 0 020 Includes air films and roof membrane. Notes: 1. ZIC properties are based on the material at minimum dry density. The thermal conductivity data is derived from independent testing of materials in accordance with ASTM Specification C 177, Thermal conductivity of roof insulation components is based on 40°F mean temperature. U -factors are based on series -parallel heat Clow calculations defined in the ASHRAE Handbook of Fundamentals and are shown in constant thickness insulation. All values shown are intended only as guidelines. Insulation per- formance for all materials and/or systems is affected by building environment, installation and design procedures that may cause variations from calculated values. 2. A roof membrane will add the following typical weights to the system weight listed above: Modified Bitumen 4 ply built-up root with gravel Mechanicaly fastened single py 2 pounds per sf 6 pounds per sf 0.5 pounds per sf When using the ZIC System in re-cover or reroofing applications, Siplast strongly recommends that a registered structural engineer evaluate the design and verify that the existing structure is capable of supporting the added weight of the new assembly. ZIC PART 1: GENERAL 1.01 SECTION INCLUDES: A. Lightweight Insulating Concrete Application to Prepared Substrate 1.02 RELATED SECTIONS A. Section [- --] - Testing Laboratory Services B. Section [- --] - Rough Carpentry C. Section [- --] - Roof Deck D. Section [- --] - Roofing E. Section [- --] - Sheet Metal Flashing and Trim F. Section [- --] - Sprayed Fire Protection 1.03 REFERENCE STANDARDS References in these specifications to standards, test methods, and codes are implied to mean the latest edition of each such standard adopted. The following is an abbreviated list of associations, institutions, and societies that may be used as references throughout these specifications. ASTM American Society for Testing and Materi- als Philadelphia, PA FM Factory Mutual Engineering and Research Norwood, MA UL Underwriters Laboratories Northbrook, IL 1.04 SUBMITTALS All submittals that do not conform to the following requirements will be rejected. A. Submittal of Equals: Submit lightweight insulating concrete systems to be considered as equals to the specified roof system no less than 10 days prior to bid date. Primary light- weight insulating concrete systems that have been reviewed and accepted as equals to the specified system will be listed in an addendum prior to bid date; only then will equals be accepted at bidding. Submittals shall include the following: 1. Submit manufacturer's instructions for proper placement of the proposed light- weight insulating concrete roof insulation system. 2. Submit documentation confirming compli- ance with FM 1-[---] Windstorm Resis- tance Classification utilizing the specific roof membrane system proposed for use on this project. a) Submit documentation confirming that the specific expanded polystyrene pro- posed for use on this project is approved by Factory Mutual for use in conjunction with the proposed light- weight insulating concrete system. 3. Submit a letter from the supplier of the proposed lightweight insulating concrete system confirming that the expanded polystyrene used as a component in the lightweight insulating concrete system is to be furnished by the supplier of the pro- posed lightweight insulating concrete sys- tem. 4. Submit shop drawings including a roof plan, roof slopes, and thickness of insulation. 5. Submit a sample copy of the warranty cov- enng the proposed lightweight insulating concrete system. " NOTE: The above item is applicable when a perform- ance warranty for the tghtweight concrete is required. 6. Submit a sample copy of the roof system guarantee covering the proposed light- weight insulating concrete system and roof membrane system. 7. Submit a letter from the roof membrane manufacturer confirming the intention to issue the roof system guarantee covering the proposed lightweight insulating con- crete system and roof membrane system at project completion. • NOTE: The above Items 6 and 7 are applicable when a single source roof system guarantee covering the lightweight insulating concrete system and roof membrane system is required. 8. Submit a letter from the proposed light- weight insulating concrete system supplier confirming that the Contractor is approved to install the proposed lightweight insulat- ing concrete system. 1.05 QUALITY ASSURANCE A. Acceptable Contractor: The contractor must be certified in writing prior to bid by the supplier to install the proposed lightweight insulating concrete system. B. Agency Approvals: The proposed light- weight insulating concrete system shall con- form to the following requirements. No other testing agency approvals will be accepted. 1. Underwriters Laboratories: Tested by Underwriters Laboratories in accor- dance with the procedures of ASTM E 119 and listed in the most recent Underwriters Laboratories Fire Resistance Directory. Lightweight insulating concrete roof insula- tion components are defined by Underwrit- ers Laboratories under sections CCVW for foamed plastic and CJZZ for floor or roof - topping mixture in the latest edition of the Underwriters Laboratories Fire Resistance Directory. 2. Factory Mutual: Tested by Factory Mutual Research and listed in the most recent Factory Mutual Approval Guide as non-combustible or Class 1, and for 14- --] windstorm classification utilizing the specific roof membrane system proposed for use on this project. 1.06 PRODUCT DELIVERY, STORAGE AND HANDLING A. Delivery: Deliver materials in the supplier's original unopened packages, fully identified as to manufacturer, brand or other identifying data and bearing the proper Underwriters Lab- oratories label. B. Storage: Store bagged concrete aggregate products in a dry location until ready for appli- cation. Expanded polystyrene board should not be stored in areas of standing water prior to application but can be exposed to rainwater before application. Boards must be clean and free from foreign substances. 1.07 PROJECT/SITE CONDITIONS A. Requirements Prior to Job Start 1. Notification: Give a minimum of 5 days notice to the Owner and manufacturer prior to commencing any work and notify both parties on a daily basis of any change in work schedule. 2. Permits: Obtain all permits required by local agencies and pay all fees which may be required for the performance of the work. 3. Safety: Familiarize every member of the application crew with all fire and safety reg- ulations recommended by OSHA, NRCA and other industry or local governmental groups. B. Environmental Requirements 1. Precipitation: Do not apply materials during precipitation or in the event there is a probability of precipitation during applica- tion. Take adequate precautions to ensure that materials and building interiors are protected from possible moisture damage or contamination. 2. Temperature Restrictions: When air temperatures of 40°F (4.4°C) or above are predicted to occur within the first 24 hours after placement, normal mixing and appli- cation procedures may be used. When air temperatures of 32°F to 40°F (0°C - 4.4°C) are predicted to occur within the first 24 hours after placement, warm water may be used. The mix temperature should not exceed 100°F (37.8°C) at point of place- ment. Do not install the lightweight insulat- ing concrete system when air tempera- tures are below 32°F (0°C). 1.08 WARRANTY/GUARANTEE A. Insulation System Warranty: Upon suc- cessful completion of the project, and after all post installation procedures have been com- pleted, furnish the Owner with the insulation system manufacturer's 10 -year labor and materials warranty. The insulation system war- ranty shall include the composite roof deck system consisting of aggregate fill and poly- styrene insulation panels. All repair or replace- ment costs covered under the guarantee shall be borne by the insulation system manufac- turer. The guarantee shall be a term type, with- out deductibles or limitations on coverage amount, and be issued at no additional cost to the Owner. Specific items covered during the term of the insulation system warranty include: 1. The actual resistance to heat flow through the roof insulation will be at least 80% of the design thermal resistance, provided that the roofing membrane is free of leaks. 2. The roof insulation will remain in a reroofa- ble condition should the roof membrane require replacement (excluding damage caused by fastener pullout during removal of the old membrane.) 3. The Insulating Concrete Warranty will not limit, by geographic location, the owners rights for claims, actions, and/or proceed- ings. 4. The roof insulation material will not cause structural damage to the building as a result of expansion from thermal or chemi- cal action. > Siplast Ten -Year Roof Insulation Performance War- ranty NOTE: The above specification item is applicable when a performance warranty for the lightweight concrete only is required. B. Roof System Guarantee: Upon success- ful completion of the project, and after all post installation procedures have been completed, furnish the Owner with a labor and materials endorsement to the roof membrane manufac- turer's guarantee confirming that a single guarantee covers both the lightweight insulat- ing concrete system and the roof membrane/flashing system. The roof system guarantee shall include both the roofing and flashing membrane, and the specified new lightweight insulating concrete system con- sisting of pregenerated foam, patented -pre- formed polystyrene panels, base sheet, and base sheet fasteners. All repair or replacement costs covered under the guarantee shall be borne by the roof membrane/flashing manu- facturer. The guarantee shall be for a 10 -year term, without deductibles or limitations on coverage amount, and be issued at no addi- tional cost to the Owner. Specific items cov- ered under the roof system guarantee include: 1. The actual resistance to heat flow through the roof insulation will be at least 80% of the design thermal resistance, provided that the roofing membrane is free of leaks; 2. The roof insulation will remain in a reroofa- ble condition should the roof membrane require replacement (excluding damage caused by fastener pullout during removal of the old membrane). 3. The roof insulation will remain in place even if the roof membrane sustains wind damage covered by the guarantee. 4. The base sheet, base sheet fasteners and polystyrene panels will be covered by the guarantee. 5. The roof system guarantee will not limit, by geographic location, the Owner's rights for claims, actions, and/or proceedings. 6. The roof insulation material will not cause structural damage to the building as a result of expansion from thermal or chemi- cal action. > Siplast Ten -Year Roof System Guarantee • NOTE: The above specification item is applicable when a roof system guarantee covering both the lightweight concrete system and roof membrane sys- tem is required. PART 2: PRODUCTS 2.01 MATERIALS A. Acceptable Manufacturer: Provide a lightweight insulating concrete roof insulation system incorporating vermiculite aggregate and expanded polystyrene board supplied by a single manufacturer. > ZIC Roof Insulation System by Siplast, Inc., Irving, 7X 2.02 SYSTEM DESCRIPTION A. Lightweight Concrete System Description: Provide materials used in the lightweight concrete roof insulation system conforming to the following. 1. Galvanized Metal Deck: Corrugated steel decking incorporating a pre -applied galva- nized coating conforming to a minimum Class G-60 as specified in ASTM A 525 and having slots in the flutes equal to a minimum of 0.75% of the deck area. Refer to general notes on the structural draw- ings and Specification Section 05300 for metal deck specifications and attachment requirements. • NOTE: Modification of metal deck welding pattems may be required to meet specific design criteria. 2. Portland Cement: Portland cement con- forming to Type I, II, or III as defined by ASTM C 150. 3. Vermiculite Aggregate: Vermiculite con- crete aggregate conforming to ASTM C 332. > ZIC Concrete Aggregate by Siplast, Inc., Irving, TX 4. Expanded Polystyrene Insulation Board: Expanded polystyrene (EPS) insulation board having a nominal density of 1 pcf (16 kg/m3) defined as Type I by ASTM C 578 and containing approximately 3% open area. Each bundle of board shall be delivered to the job site with clear identifi- cation as to manufacturer and shall carry the Factory Mutual approval label and the Underwriter's Laboratories Classified label on each bundle. > Insulperm Insulation Board by Siplast, Inc., Irv- ing, TX 5. Water: Potable water that is clean and free of deleterious amounts of acid, alkali and organic materials. 2.03 MIX DESIGN A. Density: Mix Portland cement and vermicu- lite concrete aggregate in 1:6 volume ratio with water to achieve a wet density ranging from 44 to 60 pcf (705 to 961 kg/m3), result- ing in a minimum dry density of 22 pcf (353 kg/m3) and minimum compressive strength of 125 psi (862 kPa). • NOTE: When the lightweight insulating concrete system is designed as a diaphragm to resist seismic or wind loads, increase the minimum compressive strength to 140 psi (965 kPa). �siplast For more information, contact: Siplast 1000 E. Rochelle Blvd., Irving, Texas 75062 469-995-2200 Facsimile: 469-995-2205 www.siplast.com In Canada: 201 Bewicke Ave., Suite 210 North Vancouver, BC, Canada V7M 3M7 604-929-7687 Customer Service in North America: Toll Free 1-800-922-8800 An (copal Group Company Insulperm and Zono-tite are registered trademarks of Siplast. We hope the information given here is helpful. It is based on data and knowledge considered to be true and accurate for the user's consideration, investigation and verification but we do not warrant the results to be obtained. Please read all state- ments, recommendations or suggestions in conjunction with our conditions of sale which appy to all goods supplied by us. No statement, recommendation or suggestion is intended for any use which would infringe any patent or copyright. If you have any questions, please direct them to Siplast, 1000 E. Rochelle Blvd., living, TX 75062-3940. July 2011 PART 3: EXECUTION 3.01 EXAMINATION A. General: Ensure that all surfaces to receive lightweight insulating concrete are free of oil, grease, paints/primers, loose mill scale, dirt, or other foreign substances. Where necessary, cleaning or other corrections of surfaces to receive lightweight insulating concrete is the responsibility of the party causing the unac- ceptable condition of the substrate. B. Substrate Acceptance: With the general contractor present, examine surfaces to receive the roof insulation system and deter- mine that the surfaces are acceptable prior to placement of the lightweight insulating con- crete system. 3.02 PREPARATION A. General: Remove water or any other sub- stance that would interfere with bonding of the lightweight concrete system. 3.03 APPLICATION A. B. General: Provide equipment and application procedures conforming to the material sup- plier's application instructions. Applications Not Incorporating Expanded Polystyrene Panels: Place lightweight insulating concrete in a 2 -inch (25 mm) minimum thickness over the top cor- rugation of metal decks, over the surface of a prepared substrate, or over the existing mem- brane surface in re-cover applications. C. Applications Incorporating Expanded Polystyrene Panels: When the specified expanded polystyrene insulation panels are to be incorporated into the lightweight insulating concrete system, fill the flutes and place a 1/8 -inch (3 mm) minimum slurry over the top corrugation of metal deck before embedding the expanded polystyrene insulation panels. Place the thickness of expanded polystyrene insulation panels shown in the approved shop drawings within 30 minutes of applying the insulating concrete slurry coat to the substrate. When metal deck substrates are used, place the expanded polystyrene insulation panels in a brick -like pattern. The maximum allowable panel step in a stair -step design is 1 inch (25 mm). Fill the holes in the expanded polystyrene insulation panels and place a 2 -inch (51 mm) minimum thickness of insulat- ing concrete over top of the expanded poly- styrene insulation panels. The preferred method is to apply the insulating concrete top fill the same day. Other regulatory or jobsite sequencing issues may require application of the top fill the next day. D. Thermal Resistance: Install the specified lightweight insulating concrete system to pro- vide for an [average/minimum] thermal value of R [---]or as shown on the architectural details/drawings. Scope: Install the specified lightweight insulat- ing concrete system to provide for a minimum positive roof slope of [— --] inch per foot ([- -] %). See the structural drawings for slope provided by the roof framing system. E. 3.04 FIELD QUALITY CONTROL A. Protection: Avoid roof -top traffic over the roof insulation system until one can walk over the surface without creating surface damage. B. Compressive Strength Testing: The Architect has the option to select an independ- ent testing laboratory to randomly sample the top placement of insulating concrete to verify the thickness and density, and to secure and test compressive strength cylinders in accor- dance with ASTM C 495. The Owner will be responsible for the cost and engagement of the independent testing laboratory services. NOTE: The above testing may be necessary when the lightweight insulating concrete sys- tem is designed as a diaphragm to resist seis- mic or wind loads. C. Application Monitoring: Monitor the thick- ness and wet density of the lightweight insulat- ing concrete at the time of placement to deter- mine conformance to the manufacturer's requirements. Monitor the placement of proper thickness of polystyrene insulation board in accordance with the contract documents. D. Fastener Withdrawal Testing: Conduct a base ply fastener pull test 3 or more days fol- lowing the application of the lightweight insu- lating concrete to ensure a minimum with- drawal resistance of 40 pounds (18 kg) per fastener. 3.05 PATCHING A. Patching: Perform all patching and repairing of insulating concrete using Zono-Patch or other materials approved by the lightweight insulating concrete supplier. SIPLAST LIGHTWEIGH INSULATING CONCRET THE NVS SYSTEM Siplast Lightweight Insulating Concrete Systems Siplast Lightweight Insulating Concretes are com- posite systems that combine the unique proper- ties of lightweight insulating concrete and Insulperm premium expanded polystyrene foam insulation board. The polystyrene insulation board can be installed in thicknesses necessary for high insulation values and in stair -step fashion, facilitat- ing prompt drainage of water from the roof sur- face. By design, Siplast Lightweight Insulating Con- crete Systems encapsulate the insulation board in insulating concrete. All constructions provide superior fire protection and wind resistance, resist air infiltration and are fully bonded to the sub- strate, resulting in a stable, monolithic insulation system build for the long term. The NVS System Concept The NVS (Non -Vented Substrate) System has been engineered for use over concrete sub- strates, reroofing and, where appropriate, re- cover applications. In these applications, NVS Lightweight Insulating Concrete, combined with Insulperm insulation board, provides slope -to - drain over flat or irregular substrates. Typically, there are inherent difficulties in achieving slope with concrete substrates, and in reroofing and re-cover applications. Cast -in-place concrete is usually poured dead -level. On the other hand, precast concrete has camber in the slabs and variations in joint heights. In reroofing, proper slope is difficult to achieve because of roof deck deflection or an initial flat design. In re-cover appli- cations, surface irregularities are common. The use of NVS Lightweight Insulating Concrete and stair -stepped Insulperm eliminates substrate irreg- ularities and achieves a positive slope -to -drain design. The NVS System is more economical than installing tapered ngid board systems or sloping the structural concrete. Depending on the condi- tion of the existing roof system, the NVS System can also eliminate the need for costly tear -off and simplify surface preparation. NVS Lightweight Insulating Concrete NVS Concrete is a 1:3.5 volume ratio of Portland cement to patented NVS Concrete Aggregate. NVS Insulating Concrete has a minimum dry den- sity of 35 pounds (13.61 kg), and provides a mini- mum compressive strength of 300 psi (2068.44 kPa). Because of its high compressive and tensile strength, NVS requires only a 1 -inch (25 mm) minimum thickness over the top of the substrate or Insulperm insulation board if used. Insulperm Insulati Insulperm is a patented, prem 1 pcf (16 kg/m3) density expanded polystyrene insulation board. It serves as the primary insulator and, when used in a stair -stepped configuration, is the base for the system's slope -to -drain capa- bility. REVIEWED FOR ODE COMPLIANCE APPROVED MAY 17 2013 City of Tukwila BUILDING DIVI 1. Insulperm insulation is supplied in 2 -foot by 4 - foot (.61 m x 1.22 m) boards in thicknesses from 1 inch (25 mm). This product is configured to give the system composite strength and ensure release of moisture vapor. Insulperm is a light- weight expanded polystyrene insulation board; it adds little dead load to the assembly. Fire Rated Construction NVS System is approved by Factory Mutual as a non-combustible rated roof substrate. The NVS System is listed in the Factory Mutual Approval Guide for new and reroofing applications over structural concrete decks. The NVS System is listed by Underwriters Labo- ratories for hourly fire rated designs over struc- tural concrete substrates. Designs published in the Underwriters Laboratories Fire Resistance Directory include: Concrete Deck Root Assembly Design No. Hourly Rating P708 2 P810 2 P905 2 P910 2 P913 2 P916 2 D708 3 D916 3 D923 3 D925 3 D927 3 The NVS System Roofing Membrane NVS Fastener NVS Concrete f siplast eight Insulating Concre-te'wttta.up to a� 12 -inch (305 mm) thickness of Insulperm insula- tion board over structural concrete decks or prop- erly prepared existing built-up roofs over structural concrete meets the requirements of Factory Mutual windstorm constructions. Approvals and Guide References Underwnters Laboratones Listed Factory Mutual Approved ICC Evaluation Service, Inc. Report Number 2309 Metro -Dade Product Control No. 07-0122.06 and 07-1211.05. Other local and regional approvals available Structural Bases The NVS System may be used over a variety of structural bases which include: Pre -stressed single tees Pre -stressed double tees Structural Concrete Channel Slabs Concrete Substrate or Existing Roof Slurry Coat of NVS Concrete Insulperm Insulation Board !4 97 "'ice a%d •:C11Y0T ED KW1LA MAY 1 0 2013 PERMIT C "TER Insulation Value Table for Concrete and Reroofing Substrate Designs (Includes roof membrane, 1 inch of NVS Concrete and optional thicknesses of Insulperm over the substrate.) Values Based on 1 Inch of NVS Concrete Thickness of Insulperm Dry Weight of Insulperm & NVS Concrete (PSF) Wet Weight of Insulperrn & iNVS Concrete (PSF) U -Factor" No Ceiling Heat Flow Up Down 0" 29 57 0498 0417 1" 3.4 6.6 0.168 0.158 11/4" 3.5 6.7 0.128 0.122 2" 3.6 6.9 0.103 0.099 27," 3.7 7.0 0.087 0.084 3" 3.8 7.1 0.075 0.073 37.4" 3.9 7.2 0.066 0.064 4' 3.9 7.4 0.059 0.057 5" 4.1 7.6 0.048 0.047 6" 4.3 7.8 0.041 0.040 7' 4.4 8.1 0.036 0.035 8' 4.6 8.3 0.032 0.031 9' 4.7 8.6 0.028 0.028 10' 4.9 8.8 0.026 0.025 11" 5.1 9.1 0.024 0.023 12" 5.2 9.3 0.022 0.021 Includes air films and roofing membrane. Notes: 'NVS Lightweight Insulating Concrete properties are based on the material at minimum dry density. The thermal conductivity data is derived from independent testing of matenals in accordance with ASTM Specification C 177. Thermal conductivity of Insulperm is based on 40° F mean temperature and NVS Concrete is based on 75°F mean temperature. U -factors are based on series -parallel heat flow calculations defined in the ASHRAE Handbook of Fundamentals and are shown in constant thick- ness Insulation. At values shown are intended only as guidelines. Insulation performance for at matenals and/or systems is affected by building environment, installation and design procedures which may cause variations from calculated values. 2. A roofing membrane will add the following typical weights to the system weight listed above: Modified Bitumen 4 ply built-up roof with gravel Mechanically fastened single ply 2 pounds per sf 6 pounds per sf 0.5 pounds per sf When using NVS in a re-cover or reroofing application, Siplast strongly recommends that a registered structural engineer evaluate the design and verify that the existing structure is capable of supporting the added weight of the new assembly. PART 1 GENERAL 1.01 SECTION INCLUDES: A. Lightweight Insulating Concrete Application to Prepared Substrate 1.02 RELATED SECTIONS A. Section [- --] - Testing Laboratory Ser- vices B. Section [- - -] - Rough Carpentry C. Section [---] - Roof Deck D. Section [---] - Roofing E. Section [- --] - Sheet Metal Flashing and Trim 1.03 REFERENCE STANDARDS References in these specifications to standards, test methods and codes, are implied to mean the latest edition of each such standard adopted. The following is an abbreviated list of associations, institutions, and societies that may be used as references throughout these specifications. ASTM FM UL American Society for Testing and Matenals Philadelphia, PA Factory Mutual Engineering and Research Norwood, MA Underwriters Laboratories Northbrook, IL 1.04 SUBMITTALS All submittals that do not conform to the following requirements will be rejected. A. Submittal of Equals: Submit lightweight insulating concrete systems to be considered as equals to the specified roof system no less than 10 days prior to bid date. Primary light- weight insulating concrete systems that have been reviewed and accepted as equals to the specified system will be listed in an addendum prior to bid date; only then will equals be accepted at bidding. Submittals shall include the following: 1. Submit manufacturer's instructions for proper placement of the proposed light- weight insulating concrete roof insulation system. 2. Submit documentation confirming compli- ance with FM 1-(---] Windstorm Resis- tance Classification utilizing the specific roof membrane system proposed for use on this project. a) Submit documentation confirming that the specific expanded polystyrene pro- posed for use on this project is approved by Factory Mutual for use in conjunction with the proposed light- weight insulating concrete system. 3. Submit a letter from the supplier of the proposed lightweight insulating concrete system confirming that the expanded polystyrene used as a component in the lightweight insulating concrete system is to be furnished by the supplier of the pro- posed lightweight insulating concrete sys- tem. 4. Submit shop drawings including a roof plan, roof slopes, and thickness of insula- tion. 5. Submit a sample copy of the warranty covering the proposed lightweight insulat- ing concrete system. NOTE: The above item is applicable when a per- formance warranty for the lightweight concrete is required. 6. Submit a sample copy of the roof system guarantee covering the proposed light- weight insulating concrete system and roof membrane system. 7. Submit a letter from the roof membrane manufacturer confirming the intention to issue the roof system guarantee covering the proposed lightweight insulating con- crete system and roof membrane system at project completion. NOTE: The above items 6 and 7 are applicable when a single source roof system guarantee covering the lightweight insulating concrete system and roof membrane system is required. 8. Submit a letter from the proposed light- weight insulating concrete system supplier confirming that the Contractor is approved to install the proposed lightweight insulat- ing concrete system. 1.05 QUALITY ASSURANCE A. Acceptable Contractor: The contractor must be certified in writing prior to bid by the supplier to install the proposed lightweight insulating concrete system. B. Agency Approvals: The proposed light- weight insulating concrete system shall con- form to the following requirements. No other testing agency approvals will be accepted. 1. Underwriters Laboratories: Tested by Underwriters Laboratories in accordance with the procedures of ASTM E 119 and listed in the most recent Underwriters Lab- oratories Fire Resistance Directory. Light- weight insulating concrete roof insulation components are defined by Underwriters Laboratories under sections CCVW for foamed plastic and CJZZ for vermiculite aggregate in the latest edition of the Underwriters Laboratories Fire Resistance Directory. 2. Factory Mutual: Tested by Factory Mutual Research and listed in the most recent Factory Mutual Approval Guide as non-combustible or Class 1, and for 1-(- --] windstorm classification utilizing the specific roof membrane system proposed for use on this project. 1.06 PRODUCT DELIVERY, STORAGE AND HANDLING A. Delivery: Deliver materials in the supplier's original unopened packages, fully identified as to manufacturer, brand or other identifying data and bearing the proper Underwriters Lab- oratories label. B. Storage: Store bagged concrete aggregate products in a dry location until ready for appli- cation. Expanded polystyrene board should not be stored in areas of standing water prior to application but can be exposed to rainwater before application. Boards must be clean and free from foreign substances. 1.07 PROJECT/SITE CONDITIONS A. Requirements Prior to Job Start 1. Notification: Give a minimum of 5 days notice to the Owner and manufacturer prior to commencing any work and notify both parties on a daily basis of any change in work schedule. 2. Permits: Obtain all permits required by local agencies and pay all fees that may be required for the performance of the work. 3. Safety: Familiarize every member of the application crew with all fire and safety reg- ulations recommended by OSHA, NRCA and other industry or local governmental groups. B. Environmental Requirements 1. Precipitation: Do not apply materials during precipitation or in the event there is a probability of precipitation during applica- tion. Take adequate precautions to ensure that materials and building interiors are protected from possible moisture damage or contamination. 2. Temperature Restrictions: When air temperatures of 40°F (4.4°C) or above are predicted to occur within the first 24 hours after placement, normal mixing and applica- tion procedures may be used. When air temperatures of 32°F to 40°F (0°C - 4.4°C) are predicted to occur within the first 24 hours after placement, warm water may be used. The mix temperature should not exceed 100°F (37.8°C) at the point of place- ment. Do not install the lightweight insulat- ing concrete system when air temperatures are below 32°F (0°C). 1.08 WARRANTY/GUARANTEE A. Insulation System Warranty: Upon suc- cessful completion of the project, and after all post installation procedures have been com- pleted, furnish the Owner with the insulation system manufacturer's 10 -year labor and materials warranty. The insulation system war- ranty shall include the composite roof deck system consisting of pregenerated foam and polystyrene insulation panels. All repair or replacement costs covered under the guaran- tee shall be borne by the insulation system manufacturer. The guarantee shall be a term type, without deductibles or limitations on cov- erage amount, and be issued at no additional cost to the Owner. Specific items covered dur- ing the term of the insulation system warranty include: 1. The actual resistance to heat flow through the roof insulation will be at least 80% of the design thermal resistance, provided that the roofing membrane is free of leaks. 2. The roof insulation will remain in a reroofa- ble condition should the roof membrane require replacement (excluding damage caused by fastener pullout during removal of the old membrane.) 3. The Insulating Concrete Warranty will not limit, by geographic location, the owners rights for claims, actions, and/or proceedings. 4. The roof insulation material will not cause structural damage to the building as a result of expansion from thermal or chemi- cal action. > Siplast Ten -Year Roof Insulation Performance War- ranty • NOTE: The above specification item is applicable when a performance warranty for the lightweight concrete only Is required. B. Roof System Guarantee: Upon success- ful completion of the project, and after all post installation procedures have been completed, furnish the Owner with a labor and materials endorsement to the roof membrane manufac- turer's guarantee confirming that a single guarantee covers both the lightweight insulat- ing concrete system and the roof membrane/flashing system. The roof system guarantee shall include both the roofing and flashing membrane, and the specified new lightweight insulating concrete system con- sisting of pregenerated foam, patented -pre- formed polystyrene panels, base sheet, and base sheet fasteners. All repair or replacement costs covered under the guarantee shall be borne by the roof membrane/flashing manu- facturer. The guarantee shall be for a 10 year term, without deductibles or limitations on coverage amount, and be issued at no addi- tional cost to the Owner. Specific items cov- ered under the roof system guarantee include: 1. The actual resistance to heat flow through the roof insulation will be at least 80% of the design thermal resistance, provided that the roofing membrane is free of leaks; 2. The roof insulation will remain in a reroofa- ble condition should the roof membrane require replacement (excluding damage caused by fastener pullout during removal of the old membrane.) 3. The roof insulation will remain in place even if the roof membrane sustains wind damage covered by the guarantee. 4. The base sheet, base sheet fasteners and polystyrene panels will be covered by the guarantee. 5. The roof system guarantee will not limit, by geographic location, the Owner's rights for claims, actions, and/or proceedings. 6. The roof insulation material will not cause structural damage to the building as a result of expansion from thermal or chemi- cal action. > Siplast Ten -Year Roof System Guarantee NOTE: The above specification item is applicable when a roof system guarantee covering both the lightweight concrete system and roof membrane sys- tem is required. PART 2: PRODUCTS 2.01 MATERIALS A. Acceptable Manufacturer: Provide a lightweight insulating concrete roof insulation system incorporating vermiculite aggregate and expanded polystyrene board supplied by a single manufacturer. > NVS Roof Insulation System by Siplast, Inc., Irving, 7X 2.02 SYSTEM DESCRIPTION A. Lightweight Concrete System Description: Provide materials used in the lightweight concrete roof insulation system conforming to the following. 1. Portland Cement: Portland cement con- forming to Type I, II, or III as defined by ASTM C 150. 2. Vermiculite Aggregate: Vermiculite con- crete aggregate conforming to ASTM C 332. > NVS Concrete Aggregate by Siplast, Inc., Irving, 7X 3. Expanded Polystyrene Insulation Board: Expanded polystyrene (EPS) insulation board having a nominal density of 1 pcf (16 kg/m3) defined as Type I by ASTM C 578 and containing approximately 3% open area. Each bundle of board shall be delivered to the job site with clear identifi- cation as to manufacturer and shall carry the Factory Mutual approval label and the Underwriter's Laboratories Classified label on each bundle. > Insulperm Insulation Board by Siplast, Inc., Irving, 7X 4. Water: Potable water that is clean and free of deleterious amounts of acid, alkali and organic materials. 2.03 MIX DESIGN A. Density: Mix Portland cement and vermicu- lite concrete aggregate in 1:3.5 volume ratio with water to achieve a wet density ranging from 60 to 68 pcf (960 to 1089 kg/m3), result- ing in a minimum dry density of 35 pcf (561 kg/m3), and minimum compressive strength of 300 psi (2068 kPa). PART 3: EXECUTION 3.01 EXAMINATION A. General: Ensure that all surfaces to receive lightweight insulating concrete are free of oil, grease, paints/primers, loose mill scale, dirt, or other foreign substances. Where necessary, cleaning or other corrections of surfaces to receive lightweight insulating concrete is the responsibility of the party causing the unac- ceptable condition of the substrate. B. Substrate Acceptance: With the general contractor present, examine surfaces to receive the roof insulation system and deter- mine that the surfaces are acceptable prior to placement of the lightweight insulating con- crete system. isiplast For more information, contact: Siplast 1000 E. Rochelle Blvd., Irving, Texas 75062 469-995-2200 Facsimile: 469-995-2205 www.siplast.com In Canada: 201 Bewicke Ave., Suite 210 North Vancouver, BC, Canada V7M 3M7 604-929-7687 Customer Service in North America: Toll Free 1-800-922-8800 An (copal Group Company MVS and lnsulperm are registered trademarks of Siplast. We hope the information given here is helpful. It is based on data and knowledge considered to be true and accurate for the user's consideration, investigation and verification but we do not warrant the results to be obtained. Please read all state- ments, recommendations or suggestions in conjunction with our conditions of sale which appy to all goods supplied by us. No statement, recommendation or suggestion is intended for any use which would infringe any patent or copynght. If you have any questions, please direct them to Siplast, 1000 E. Rochelle BNd., Irving, 7X 75062-3940. July 2011 3.02 PREPARATION A. General: Remove water or any other sub- stance that would interfere with bonding of the lightweight concrete system. 3.03 APPLICATION A. General: Provide equipment and application procedures conforming to the material sup- plier's application instructions. B. Applications Not Incorporating Expanded Polystyrene Panels: Place lightweight insulating concrete in a 1—inch (25 mm) minimum thickness over the top of a [concrete substrate, temporary root]. Place lightweight insulating concrete in a 1 "/«-inch (32 mm) minimum thickness over the top of a gravel surfaced sub- strate. C. Applications Incorporating Expanded Poly- styrene Panels: When the specified expanded polystyrene insulation panels are to be incor- porated into the lightweight insulating concrete system, place a 1/8 -inch (3 mm) minimum thickness of insulating concrete slurry coat over top of the prepared substrate or for metal deck applications, fill the flutes and place a 1/8 -inch (3 mm) minimum slurry over the top corrugation of metal deck before embedding the expanded polystyrene insulation panels. Place the thickness of expanded polystyrene insulation panels shown in the approved shop drawings within 30 minutes of applying the insulating concrete slurry coat to the substrate. The maximum allowable panel step in a stair- step design is 1 inch (25 mm). (The following day, fill the holes in the expanded polystyrene insulation panels and place a 1 -inch (25 mm) minimum thickness of insulating concrete over top of the expanded polystyrene insulation panels. Fill the holes in the expanded poly- styrene insulation panels and place a 1 -inch (25 mm) minimum thickness of insulating con- crete over top of the expanded polystyrene insulation panelss. The preferred method is to apply the insulating concrete top fill the same day. Other regulatory or jobsite sequencing issues may require application of the top fill the next day.] ' NOTE: The italic text in Item B and C above is applicable for M/S systems requiring an Enhanced Windstorm Rated Construction. The bold italic text in Item B and C above is applicable for M/S systems not requiring an Enhanced Windstorm Rated Construction. D. Thermal Resistance: Install the specified lightweight insulating concrete system to pro- vide for an (average/minimum] thermal value of R[ --]or as shown on the architectural details/drawings. E. Slope: Install the specified lightweight insulat- ing concrete system to provide for a minimum positive roof slope of [— — -1 inch per foot ([- -] %). See the structural drawings for slope provided by the roof framing system. 3.04 FIELD QUALITY CONTROL A. Protection: Avoid roof -top traffic over the roof insulation system until one can walk over the surface without creating surface damage. Compressive Strength Testing: The Architect has the option to select an independ- ent testing laboratory to randomly sample the top placement of insulating concrete to verify the thickness and density, and to secure and test compressive strength cylinders in accor- dance with ASTM C 495. The Owner will be responsible for the cost and engagement of the independent testing laboratory services. • NOTE: The above testing is only necessary when the lightweight insulating concrete system is designed as a diaphragm to resist seismic or wind loads. Application Monitoring: Monitor the thick- ness and wet density of the lightweight insulat- ing concrete at the time of placement to deter- mine conformance to the manufacturer's requirements. Monitor the placement of proper thickness of polystyrene insulation board in accordance with the contract documents. Fastener Withdrawal Testing: Conduct a base ply fastener pull test 3 or more days fol- lowing the application of the lightweight insu- lating concrete to ensure a minimum with- drawal resistance of 40 pounds (18 kg) per fastener. B. C. D. 3.05 PATCHING A. Patching: Perform all patching and repairing of insulating concrete using Zono-Patch or other materials approved by the lightweight insulating concrete supplier. T' COB Submittals No. 1 Nordstrom Southcenter Remodel Cobra BEC, Inc? Job No. Page 1 of 1 Item Description Date Spec Product Section Data �MSDS \\ ) Sample Approval Comments j Date P-1 Soprema Elastocol 500 (primer) 05/02/13 70153 X X _ P-2 Soprema SBS Elastic Cement (mastic) 05/02/13 70153 _ X X P-3 Siplast ZonoPatch (lightweight concrete patching) 05/02/13 70153 x REVIEIVED FOR P-4 Olympic CR10 Base Fastener 1.75" (fastener @ LWIC) 05/02/13 70153 X n/a VODE COMPLIANCE P-5 Siplast NVS Fastener 1" (fastener @ NVS) 05/02/13 70153 X n/a APPROVED P-6 Soprema Modified Sopra G (nailed base) 05/02/13 70153 X X P-7 Soprema Elastophene Flam (field base) 05/02/13 70153 X X MAY 17 2013 P-8 Soprema Sopralene Flam 180 FRGR (field and flashing cap) 05/02/13 70153 X X P-9 Soprema Sopralene 180 Flam (flashing re-inforcing) 05/02/13 70153 X X P-10 TruFast TV 75 (termination bar) 05/02/13 70153 X n/a City of Tukwila P-11 Sopreme Soprawalk (walk pad) 05/02/13 70153 X X BUILDING DIVISION P-12 Johns Manville Expand -O -Flash (expansion joint) 05/02/13 70153 X X P-13 Tremco Dymonic FC (sealant) 05/02/13 70153 X X Correct color MSDS to follow upon P-14 Grip Rite (fasteners at baseflashings) 05/02/13 70153 X n/a color selection. P-15 Soprema Alsan RS 230 Summer Grade 05/02/13 70153 X X P-16 Soprema Alsan RS 276 Primer 05/02/13 70153 X X P-17 Soprema Alsan RS Fleece 05/02/13 70153 X n/a P-18 Soprema Alsan RS Catalyst Powder 05/02/13 70153 X X 5-1 AEP -Span Color Chart Kynar 500 05/02/13 70153 n/a X S-2 Soprema Elastophene Flam 05/02/13 70153 n/a X 5-3 Soprema Sopralene Flam 180 FRGR 05/02/13 70153 n/a X ' 5-4 Soprema Modified Sopra G 05/02/13 70153 n/a X S-5 Soprema Sopralene Flam 180 05/02/13 70153 n/a X y� 7 1.‘,</.. P D-1 Soprema Approved Applicator and Assembly Letter 05/02/13 70153 X n/a• 4 D-2 Soprema System Specifications (quick spec sheet) Af 05/02/13 70153 X n/a 7 D-3 Soprema System Specifications (generic torch spec) 05/02/13 70153 X n/a co>( D-4 Soprema Standard NDL Warranty (20 -yr warray) n m = 33 M a o 0 05/02/13 n 70153 X n/a C ' -� c, --I "{ 1'I C) �^t M. Cobra BEC, Inc. - Seattle 1220 37th St NW, BIdg. A 106 Auburn, WA 98001 N m —1 m 0 1 P►r- riLt CQPY Permit No. www.cobraresults.com P (253) 887-1500 F (253) 887-1501 =num® �-I PRODUCT DATA SHEET PDS -156 Rev 02/09 ELASTOCOL 500 ELASTOCOL 500 (08) *For five (5) gallon cans, (191) ry ! SYS • • .-Order No. D35735* DESCRIPTION & APPLICATION r, r... Elastocol 500 Primer Is a blend of elastomeric bitumen/solvents and when applied to typical concrete, metal - or iood substrates* that are properly prepared, clean and dry prior to a hot asphalt, cold adhesive or heat welded application methods being used, the adhesion of the membrane to that substrate increases. Old a"sp(jalt or other residue must be removed to the extent possible before priming in order to obtain acceptable membrane adhesion to the substrate. A clean dry Sopraboard substrate typically does not need priming prior to u ing these three Application Methods. During warm and/or sunny weather periods**, Elastocol 500 can be us ►as a Self -Adhered (SA) Primer on top of a self -adhered field base membrane or inner ply on horizontal applications ONLY prior to a self-adhesive inner ply or field cap membrane being installed. Elastocol 500 • Primer meets ASTM D 41 criteria and is available in a "spray" container, Order No. D204 -A. See published Specifications and Approved Details. **Depending upon weather conditions including but not limited to ambient and self-adhesive material temperatures, humidity, wind, cloud and sun factors, the entire self-adhesive underside of the membrane including the seam area may need to be heat activated to insure acceptable adhesion and a watertight self- adhesive seam (roofer must test membrane and seam bonds to determine which method is required to insure proper bonding and watertight side and end laps). Certain weather conditions will require the side laps to be either heat welded or hot air welded closed. End laps and T Joints are sealed using hot air welding techniques or where applicable heat welding or flashing trowel grade cold adhesive. COVERAGE & PACKAGING Product/ Property ELASTOCOL 500 Description elastomeric bitumen based primer Installation brush, roller, or spray Packaging 5 gallon (18.9 L) Application 100 -150 ft2/gal (0.4 - 0.6 Um2) depending on surface & porosity WARRANTY Contact your local SOPREMA representative for project warranty offerings. 310 QUADRAL DRIVE • WADSWORTH, OHIO 44281 • TEL.: (330) 334-0066 • TOLL FREE: (800) 356-3521 • FAX: (330) 334-4289 General induct Wooden b provided on bis Product Date Sheet. The physical properly values repelled hero ate Eased on Jesting concluded under aonholbd laborabry codifies = d m to acceded test eland A- 2 PRODUCT DATA SHEET PDS -175 SOPREMA® Rev 04/11 SBS ELASTIC CEMENT SBS ELASTIC CEMENT (11) Order No. D35635 DESCRIPTION SBS ELASTIC CEMENT is a ready to use, eiastomeric bitumen based mastic which contains a bituminous binder with sticking agents/solvents and is used on flat or W: 12" or less horizontal slopes for setting drain leads, penetration pockets, pipe flanges, metal gravel stops, etc. This product meets ASTM D 4586, Type I, Class II. SBS ELASTIC CEMENT may be used as an approved accessory for Soprema waterproofing systems. COVERAGE & PAC KAG I N G Product/ Property SBS ELASTIC CEMENT Description elastomeric bitumen general adhesive_ Installation special extrusion gun or patch Packaging 5 gallon pail (18.9 L) Application 70 to 140 ft=/gal. (0.28 to 0.57 Um=), depending on surface WARRANTY These products meet Soprema's manufacturing specification requirements. 310 QUADRAL DRIVE • WADSWORTH, OHIO 44281 • TEL: (330) 334-0066 • TOLL FREE: (800) 356-3521 • FAX: (330) 334-4289 General plat h melded on thh Product Data Shed. The ohys al property values reported here are based on total conducted under controlled laboratory conditions ecmrdhg to eccepiadtest stenderda ZONO-PATCH Commercial Product Data Sheet P' 3 , fdplast• Product Description Zono-Patch is a unique mixture of cementitious binders, low density fine aggregates and proprietary additives specifically designed for repair of lightweight insulating concrete roof deck surfaces of all types. It is fast setting, provides resistance to moisture, and provides the ability to feather -edge thin coat applications. Product Uses Zono-Patch is specially formulated for repair of all types of lightweight insulating concrete surfaces, Including: - Vermiculite concrete, partite concrete, & cellular foam concrete Zono-Patch may be used to fill base ply fastener holes following removal of an existing roof membrane. It also may be used to repair other inddental damage to the insulating concrete surface (divots, gouges, etc.). ft is particularly well suited for thin patch repair (bird baths, rough cold joints, etc.) of both new and existing lightweight Insulating concrete surfaces. Product Benefits • Zono-Patch has an accelerated 'set" or rate of strength gain. The repaired surface will accept foot traffic and base ply fasteners and can be covered with new roof membrane within two to four hours of application of Zono-Patch. • Unlike gypsum Compounds, the mixture of cementitious binders used in Zono-Patch make It resistant to moisture from subsequent inadvertent roof leaks or other sources. • Zono-Patch is specially formulated to allow feather -edged (troweled to zero thickness) patches with predictable bond and resistance to delamination and spelling. Product Characteristics Wet Density: min. 65 pcf (1,041 kg/m3) Dry Density: min. 35 pcf (560.6 kg/m3) Compressive Strength: min. 300 psi (21.1 kg/m2) 3 days Base Ply Fastener Withdrawal Resistance: min. 40 lb (18.1 kg) plastic Palls 40 -Ib Bao Container Weight: 22 Ib (10.0 kg) net Container Yield: 7.0 board feet (16.4 L) Container Yield: 13.0 board feet (30.6 L) Storage and Handling Zono-Patch contains cementitious binders, which must be kept dry and away from moisture at all times. Failure to protect stored product from moisture will cause the binders to set in the container, rendering the product unusable. Therefore, store the product in a dry location until ready for jobsite delivery and use. On the jobsite, the product must be protected from moisture until it is mixed with water. When stored in a dry location, the product has a maximum shelf life of twelve months. Pallet: 42 in x 48 in (107 cm x 122 cm) wood pallet Number of palls per pallet: 42 Number of bags per pallet: 50 Number of pallets per truckload: 20 Mixing instructions One container of Zono-Patch requires approximately 3.0 gallons of water (actual quantity of water will depend on desired consistency of the wet slurry). Mbc water may be adjusted to control the consistency and handleability of the material during the installation process. Adding more water will make the product more fluid; Tess water will make It stiffer. Sufficient water should be added to create a wet mix that is easily troweled and finished to a smooth surface. Always add dry powder to water! Adding water to powdered material will result In an unmixable combination. Mixing may be accomplished In a mortar mixer or In a plastic pail with a 'jiffy' mixer attached to a drill motor. In any case, mix until the wet slurry is of a smooth, lump -free, creamy consistency. Less -than -full container quantities may be mixed; simply ratio the water accordingly. Multiple container quantities may be mixed using the same concept. Applcatlon Instructions 1. Remove all debris. 2. Remove any deteriorated material down to sound substrate. 3. For improved bonding, moisten the existing lightweight insulating concrete surface with water or a 1:1 dilution of acrylic or PVA concrete bonding agent. The extent of moistening necessary will depend on the nature of the surface being repaired. Very low density, potentially dusty surfaces will require more preparation. If moistening is Insufficient, the product will stiffen (from moisture starvation) too quickly to finish. 4. Pump or pour the Zono-Patch into place. 5. Finish to a smooth surface. Trowel finish the feathered edges to a smooth transition to the existing surface in a workman -like manner. Limitations Temperature Zono-Patch must not be Installed when the air temperature will fall below 32°F during the first 24 hours after application of the product. Thickness Do not apply Targe areas of Zono-Patch at thicknesses of two Inches or more. When conditions require patches of this magnitude, use an appropriate non -accelerated patching material (NVS® Premix or equivalent). Current copies of ail Slplast Commerdai Product Data Sheets are posted on the Siplast Web site et www.Siplastcom. Siplaat 1000 E. Rochelle Blvd. • IMng, Texas 75062-3940 • 469-995-2200 • www.slplast,com In Canada: 201 Bevvicke Ave., Suite 210 • North Vancouver, BC V7M 3M7 • Ton Free 1-877-233-2338 Customer Service In North America: Toll Free 1-800-922-8800 U.S. Patent 6.290,769 Rev 9/08 M p Group Cony CR -Base Sheet Fastener PRODUCT DATA SPECIFICATIONS PRODUCT DESCRIPTION The OMG Assembled CR -Base Sheet Fasteners are one-piece, precision farmed from G-90 galvanized steel, coated with CR -10 and assembled with a 2.75 -in. diameter Galvalume° plate. These fasteners are designed to secure base sheets to poured lightweight insulating concrete or various gypsums'. The OMG Assembled CR -Base Sheet Fastener is Factory Mutual and Miami - Dade County approved and is installed with an OMG MultiPogo Stick or wooden mallet. •Caution: Only the CR 1.2 Base Sheet Fastener can be installed in some gypsum decks. A pull test is required to determine suitability. FEATURES & BENEFITS • OMG Assembled CR -Base Sheet Fasteners are F.M. and Miami -Dade County approved. • Assembled fasteners greatly reduce installation time and labor cost. • CR -Base Sheet Fasteners are packaged for easy handling on the roof. • Entire fastener 'legs" are CR -10 coated to prevent in-place corrosion. COATING OMG CR -10 corrosion resistant coating exceeds F.M. Approval Standard 4470. OMG. ROOFING PRODUCTS FASTENERS ADHESIVES DRAINS APPLICATION Surfaces must be surface dry and reason- ably smooth prior to roofing. For best performance, the fastener should always be installed perpendicular to the substrate. CR 12 BSF— Are designed for use on minimum 1.25 -in. thick poured lightweight insulating concreted and some gypsum decks. A pull test is required to determine suitability. CR (1.75) BSF— Are designed for use on minimum 2 -in, thick poured lightweight insulating concreted decks only. Not to be used on poured gypsum decks. OMG Assembled CR -Base Sheet Fasteners are FM approved and rated to 1-150 with certain fastener, base sheet and insulating concrete combinations. Consult the roofing system manufacturer for specific wind ratings. Note: Prior to job start, contact roof cover manufacturer to determine the correct fastening pattern. On re -roofing applications, prior to job start, roof should be inspected and pull tests should be completed to determine the pullout values. ACCESSORIES Use an OMG MultiPogo Stick to install the fastener. See Accessories section. APPROVALS PIPE SUPPORTS PHYSICAL DATA The data below is constant for each OMG CR -Base Sheet Fastener. 111A) MMA11.Fila G-90 Galvanized CR -10 Coated Fastener .014 (nominal) Thickness Itss P1411 2.7r Diameter Gahmlume ORDERING INFORMATION R [©Steel ®Wood eypeum Purlins Structural Concrete lightweight Concrete Lightweight Insulating Concrete Cementtiioua Wood Rber MADE IN USA fa CR -Baste Sheet Fastener PRODUCT DATA SPECIFICATIONS SPECIFICATION The fastener will be an OMG Assembled CR -Base Sheet Fastener (or CR 1.2 Base Sheet Fastener). The fastener comes assembled with a 2.75 -in. diameter Galvalume plate. The fastener head and legs must be CR -10 coated. The fastener must be Factory Mutual approved and made in America. COATING REQUIREMENT The fastener will be coated with the OMG CR -10 corrosion resistant coating. Fastener must meet Factory Mutual Approval Standard 4470. The plate must be Galvalume® and also meet Factory Mutual Approval Standard 4470. APPLICATION OMG 1.75 CR -Base Sheet Fastener will be embedded into a minimum of 2 -in. of poured lightweight insulating concrete. The OMG CR 1.2 Base Sheet Fastener will be embedded into a minimum of 114 -in. of poured lightweight insulating concrete or various gypsums. Substrates must be surface dry. For best performance, the fastener should always be installed perpendicular to the substrate. Installation of fasteners too far apart to too close together can result in interaction of forces on the substrate and lead to a reduction of fastener performance. Note: Oo re -roofing applications, prior to job bid, roof deck should be inspected or tested to determine the pullout values. PHYSICAL DATA The data below is constant for each OMG CR -Base Sheet Fastener. 1125x 16= MAI' iUSI G-90 Galvanized CR -10 Coated Fastener .014' (nominal) Thickness LEI;3 1T ,1.79' PUJE 2:756i,M*4.0 ;Gi+lvafume PACP;AGING 1000 500 FM APPROVED FASTENING PATTERNS Due to frequent changes in Factory Mutual requirements for securing base sheets to various lightweight concrete and gypsum decks, please contact the roof cover manufacturer for up to date information on approved fastening pattems. 0019. ROOFING PRODUCTS 153 BOWLES ROAD, AGAWAM, MA 01001 800.633.3800 WWW.0LYFAST.(0M INFO@OLYFAST.COM Copyright 0 2009 CMG, trlc AB rights reserved. NVS FASTENER Commercial Product Data Sheet D -s em• Product Description The Siplast NVS Fastener is formed from one piece of specially coated galvanized steel. The split -wedge leg spreads upon installation Into lightweight Insulating concrete to provide pullout resistance. NVS Fasteners are assembled with a corrosion resistant Galvalume stress distribution plate for increased wind uplift resistance. Product Uses NVS Fasteners are engineered to secure base sheets to NVS lightweight insulating concrete. Properly installed, NVS Fasteners provide wind uplift resistance to meet Factory Mutual requirements. Product Approvals NVS Fasteners are approved by Factory Mutual under Approved Standard Class No. 4454. Contact Slplast for specific approvals on product use and approved nailing patterns. Current copies of all Siplest Commercial Product Data Sheets are posted on the Slplest Web site et www.Stplast.com. Rev 9/08 (ZTBSA100) Siplast COMMERCIAL PRODUCT INFORMATION Unit Length: Nominal 1.0 inches (2.54 cm) Plate Size: 2.7 inches (6.9 cm) Color. Black fastener with attached silver/grey plate Quantity: 1,000/Box Packaging: The fasteners are packaged In corrugated cardboard boxes. The boxes are stacked three high on wooden pallets and stretch wrapped. Box Size: 14 in X 141n X 19 in (35 cm X 35 cm X 58 cm) Pallet: 44 in X 44 in (112 crn X 112 cm) Number Boxes Per Pallet: 18 Number Pallets Per Truckload: 60 Shipping Weight Per Box: 35 Ib (15.8 kg) Fastener Head Stamped: NVS Storage and Handling: All boxes should be stored upright on a clean, flat surface. Boxes should be stored In a dry place, out of direct exposure to the elements. All materials should be handled in such a manner as to ensure that they remain dry prior to and during installation. 1000 E. Rochelle Blvd. • Irving, Texas 75062-3940 • 469-895-2200 • www.slplastcom In Canada 201 Bewicke Ave., Suite 210 • North Vancouver, BC V7M 3M7 • Toll Free 1-877-233-2338 Customer Service in North America: Toll Free 1-800-922-8800 An loop& (roup Company PRODUCT DATA SHEET MODIFIED SOPRA-G MODIFIED SOPRA-G (03) *Contact Customer Service for additional order numbers. C. - PDS -101 Rev 05/11 Order No. 00107* DESCRIPTION Modified Sopra G (modified with SBS) is a ASTM 4601, Type II and G2 fiberglass base sheets. The Modified Sopra G base sheet is used as an anchor sheet for hot mopped, cold adhesive or heat welded roof assemblies. This base sheet Is suitable for use to form BUR roof assemblies or is used In combination with SBS membranes when they are completely adhered either by hot mopping or cold adhesive. The Modified Sopra-G sheet may be used as an anchor sheet for waterproofing assemblies or as a separation sheet over approved Coiphene H waterproofing systems. See published Specifications and Approved Details. COMPOSITION, PACKAGING & PROPERTIES ' Product/Property Modified Sopra-G Reinforcement Fiberglass Bitumen SBS Modified Topside Sanded Underside Sanded Approx. Nominal Thidmess 1.2 mm (48 mils) Approximate Roll Coverage 28 m2(300 ft2) Side Lap 76 mm (3') End Lap 152 mm (6') Roll Length 33 m (108) Roll Width 0.9 m (3') Approximate Roll Weight _ 41.7 kg (92 lbs.) Rolls per Pallet' 20 *Rolls stocked upright on pallet Product/ Properties per ASTM D 4601-04 Modified Sopra-G Net Dry Mass (Ib. 1001t) 28.4 Moisture (% max @ time of mfg.)<1 Mass of desaturated glass mat (Ib. 100 ft2) _ 1.70 Asphalt (min. Ib./100 ft') 10 Parting agent & stabilizer (max Ib./100 ft2) NA Load strain properties CA 77° F (25° C) Breaking Strength 60 MD 44 XD Pliability (1/z in. radius failures) No Cracking Minimum values before and after Heat Conditioning. Test results for manufacturing plant in Wadsworth, OH7/24/03 WARRANTY Contact your local SOPREMA representative for project warranty offerings. APPROVALS See Underwriters Laboratories Inc. File #R11436, FM Approvals, ICC/ES, Miami -Dade County or Florida Building Code Product Approval Listings for current Approved Roof Assembly combinations. Soprema is ISO -9001:2000. 310 QUADRAL DRIVE • WADSWORTH, OHIO 44281 • TEL: (330) 334-0066 • TOLL FREE: (800) 356-3521 • FAX: (330) 334-4289 Gen etel predict itxmelbn b prated on tlae Product Data Sheet The physbd properly values reported hero se based on testing conduded undercanholbd leboretay aonmlbna =Wing b =opted test stasdads. A- 7 F4Yri80 PRODUCT DATA SHEET SSOPINIMIA® Rev 07/10 ELASTOPHENE FLAM ELASTOPHENE FLAM (30) Order No. 00400 DESCRIPTION & APPLICATION Elastophene Ram is composed of selected SBS modified bitumen applied onto a glass mat reinforcement with plastic film bottom and top surface. Elastophene Ram field base membrane ply is adhered to a properly prepared, clean, and dry substrate by using heat welding. Optional inner ply(s) or the field cap membrane ply is heat welded to the Elastophene Flam. See published Specifications and Approved Details. COMPOSITION & PACKAGING Product/ Property ELASTOPHENE FIAM Reinforcement fiberglass reinforcement Elastomertc Bitumen selected blend of bitumen and SBS thermoplastic polymers Topside plastic film Underside plastic film Approximate Nominal Thickness_ 116 mils (2.9 mm) Approximate Roll Coverage 97.5 ft2 (9.1 m2) Side Lap 3' (76 mm) End Lap 6' (152 mm) Roll Length 33 ft (10 m) Roll Width 39' (1 m) Approximate Roll Weight 63 lbs (37.6 kg) Rolls per Pallet` 30 ' Rolls stocked upright on pallets WARRANTY Contact your local SOPREMA representative for project warranty offerings. 310 QUADRAL DRIVE • WADSWORTH, OHIO 44281 • TEL.: (330) 334-0066 • TOLL FREE: (800) 358-3521 • FAX: (330) 334-4289 Gerund product Inirnetbn ie proVded on this Product Data Sheet The phyairri property vduea repohd hese ere based on testing conducted under conteasd lebaabry cannons coming to emoted test standards. ELASTOPHENE FLAM PDS -280 PAGE 2 Rev 07/10 PHYSICAL PROPERTIES Physical Property per ASTM D 6163, Type I, Grade S MD XD Tensile - Max Load at 0 t 3.6°F ibf/in 116 104 Elongation at 0 ± 3.6°F % 4.2 4.0 Tensile - Max Load at 73.4 ± 3.6°F ibf/in 57 57 Elongation at 73.4 ± 3.6°F % 4.0 4.0 Tear Strength at 73.4 ± 3.6°F ibf 82 73 Low Temperature Flex °F max -15 -15 Dimensional Stability % max <0.1 <0.1 Compound Stability Temp F 250 250 Granule Embedment g/max NA NA Minimum values before and after Heat Conditioning Test results for manufacturing plant in Wadsworth, OH APPROVALS See Underwriters Laboratories Inc. File #R11436, FM Approvals, ICC/ES, Miami -Dade County or Florida Building Code Product Approval Listings for current Approved Roof Assembly combinations. Soprema is ISO -9001:2000 Certified. GENERAL SOPREMA Is a Certified ISO 9001:2000 worldwide producer of bituminous membranes with factories in Europe and North America. Waterproofing sheets have been produced by SOPREMA since 1908. Today, through a special mixture of components, SOPREMA membranes redefine the qualities indispensable to a high performance roof membrane: elasticity, flexibility, heat & fatigue resistance. SOPREMA SBS modified bitumen membrane assemblies typically consist of base and top ply membranes that have specific type reinforcements in order to meet specific ASTM Standards. The two ply system provides a resistance to punctures and tears, as well as ensuring an effective distribution of stress points. The two ply system operates in a homogeneous fashion. The bitumen in each layer moves uniformly to offer continuous protection. 310 QUADRAL DRIVE • WADSWORTH, OHIO 44281 • TEL.: (330) 334-0066 • TOLL FREE: (800) 358-3521 • FAX: (330) 334-4289 Genend proAel iismsfon it provided on this ProdtietData Sheet The ply al properly values reported here are based on Wing mTuded at oordmO d ht ardry oonddo s monk* to accepted test stands*. PRODUCT DATA SHEET sane IIA® SOPRALENE FLAM 180 FR GR SOPRALENE FLAM 180 FR GR (48) Order No. 03963* CR P- 8 C2. PDS -385 Rev 03/13 'Cap sheet order numbers are for WHITE CAP SHEETS ONLY. Contact Customer Service or your Sales Representative for other available cap sheet colors and special order requirements. (XXX, ROOF RATING COMM. MEMBER DESCRIPTION & APPLICATION Sopratene Flam 180 FR GR cap ply is composed of selected SBS modified bitumen applied onto a non -woven polyester reinforcement with film on the underside and a colored granule topside surface. The Sopralene Ftam 180 FR GR field and flashing cap membrane ply Is adhered to a properly prepared, clean, dry and/or primed (where required) base or ply membrane by using the heat welding method. See published Specifications and Approved Details. COMPOSITION & PACKAGING Product/ Properly SOPRALENE FLAM 180 FR GR Reinforcement polyester Elastomerlc Bitumen selected blend of bitumen and SBS thermoplastic polymers Topside colored granules Underside film Approximate Nominal Thickness 160 mils (4.0 mm) Approximate Roll Coverage 97.5 ft' (9.1m2) Side Lap 3' (76 mm) End Lap 6' (152 mm) Roll Length 33 ft (10 m) Roll Width 39' (1 m) Approximate Roll Weight 113 lbs (51.3 kg) Rolls per Pallet` 25 ' Rolls stocked upright on panels APPROVALS See Underwriters Laboratories Inc. File #811436, FM Approvals, ICC/ES, Miami -Dade County or Florida Building Code Product Approval Listings for current Approved Roof Assembly combinations. Soprema is ISO -9001:2008 Certified. WARRANTY Contact your local SOPREMA representative for project warranty offerings. 310 QUADRAL DRIVE • WADSWORTH, OHIO 44281 • TEL.: (330) 334-0066 • TOLL FREE: (800) 356-3521 • FAX: (330) 334-4289 General induct Monition is padded oath Product Deter Sheet The phyekal preperlyvues reporkd here are based on tering conducted under caballed lebadory condSora ecoaang to accepted test standards. SOPRALENE FLAM 180 FR GR PDS -385 PAGE 2 Rev 03/13 PHYSICAL PROPERTIES Physical Property per ASTM D 6164, Type I, Grade G MD XD Tensile - Max Load at 0 t 3.6°F Ibffin 117 83 Elongation at 0 t 3.6°F % 29 22 Tensile - Max Load at 73.4 t 3.6°F Ibf/in 70 70 Elongation at 73.4 t 3.6°F % 56 61 Tear Strength at 73.4 t 3.6°F Ibf 120 87 Low Temperature Flex °F max -15 -15 Dimensional Stability % max <0.5 <0.5 Compound Stability Temp F 230 230 Granule Embedment climax 0.8 0.8 Minimum values before and after Heat Conditioning Test results for manufacturing plant in Wadsworth, OH SURFACE CHARACTERISTICS PRODUCT SOLAR REFLECTANCE-') THERMAL EMITTANCEm SRN') INITIAL 3 YEAR INITIAL 3 YEAR INITIAL 3 YEAR SOPRALENE FLAIR 180 FR GR (WH) [Standard white grenulesp 0.26 0.23 0.87 0.90 25 23 SOPRALENE FLAM 180 FR GR (SG) (Highly reflective white granular 0.70 - PENDING 0.89 PENDING 86 PENDING * CRRC Rated Product ID Number. 0772-0004 •° CRRC Rated Product ID Number: 0772.0049 Initial reporting, results pending (1) ASTM C1549 (2) ASTM C1371 (3) ASTM E1980 Sopralene Flam 180 FR GR Includes the standard white granules. Contact Soprema Customer Service or your Sales Representa- tive for other available granule color optionit and special order requirements. Sopralene Flam 180 FR GR (WH) white granules: Order No. 03963 Sopralene Elam 180 FR GR (SG) highly reflective white granules: Order No. 03944 310 QUAD RAL DRIVE • WADSWORTH, OHIO 44281 • TEL.: (330) 334-0066 • TOLL FREE: (800) 356-3521 - FAX: (330) 334-4289 General product nimbi bi is provided on the Point Dela Sheet. The phydad propel values reported here are based on testing conducted under nodded Mboralay aonddiorrs waning to accepted lest standards. rap PRODUCT DATA SHEET 60P1l�IA� SOPRALENE FLAM 180 SOPRALENE FLAM 180 (32) (2P.•0 PDS -357 Rev 05/11 Order No. 00410 DESCRIPTION & APPLICATION Sopralene Flam 180 base ply is composed of selected SBS modified bitumen applied onto a nonwoven polyester reinforcement with a film on both the underside and topside surfaces. The Sopralene field and flashing base membrane plies is adhered to a properly prepared, clean, dry and/or primed (where required) substrate by using the heat welding application method. Optional inner ply(s) or the field cap membrane ply is bonded to the property prepared, dean, dry and/or primed (where required) Sopralene Flam 180 top surface with the heat welding application method. Sopralene Flam 180 may also be used as a base and/or innerply ply membrane and also as a flashing base ply or inner ply membrane in approved waterproofing assemblies. See published Specifications and Approved Details. COMPOSITION & PACKAGING Product/ Property SOPRALENE FLAM 180 Reinforcement polyester Elastomeric Bitumen selected blend of bitumen and SBS thermoplastic polymers Topside film Underside film Approximate Nominal Thickness 120 mils (3.0 mm) Approximate Roll Coverage 97.5 ft' (9.1m2) Side Lap 3" (78 mm) End Lap 8' (152 mm) Roll Length 33 ft' (10 m) Rod Width 39' (1 m) Approximate Roll Weight 81 les (37 kg) Rolls per Pallet* 30 * Rolls stocked upright on pallets WARRANTY Contact your local SOPREMA representative for project warranty offerings. 310 QUADRAL DRIVE • WADSWORTH, OHIO 44281 • TEL: (330) 334-0066 • TOLL FREE: (800) 356-3521 • FAX: (330) 334-4289 Geed meld hlkm,aton is ;raided on thb PRY&Data Shoe. The phrdal prep* 'dues mated here are based on lasing conducted under conboled laboratory conditions ending to accepted test duds*. SOPRALENE FLAM 180 PDS -357 PAGE 2 Rev 07/10 PHYSICAL PROPERTIES Physical Property per ASTM D 6164, Type I, Grade S MD XD Tensile - Max Load at 0 t 3.6°F Ibf/in 117 _ 83 Elongation at 0 t 3.6°F % 29 22 Tensile - Max Load at 73.4 ± 3.6°F Ibf/in 70 70 Elongation at 73.4 ± 3.6°F % 5661 Tear Strength at 73.4 t 3.6°F Ibf 120 _ 87 Low Temperature Flex °F max -15 -15 Dimensional Stability % max <0.5 <0.5 Compound Stability Temp F 250 250 Granule Embedment g/max NA NA Minimum values before and after Heat Conditioning Test results for manufacturing plant In Wadsworth, OH APPROVALS See Underwriters Laboratories Inc. File #811436, FM Approvals, ICC/ES, Miami -Dade County or Florida Building Code Product Approval Listings for current Approved Roof Assembly combinations. Soprema is ISO -9001:2000 Certified. GENERAL SOPREMA is a Certified ISO 9001:2000 worldwide producer of bituminous membranes with factories in Europe and North America. Waterproofing sheets have been produced by SOPREMA since 1908. Today, through,a special mixture of components, SOPREMA membranes redefine the qualities indispensable to a high performance roof membrane: elasticity, flexibility, heat & fatigue resistance. SOPREMA SBS modified bitumen membrane assemblies typically consist of base and top ply membranes that have specific type reinforcements in order to meet specific ASTM Standards. The two ply system provides a resistance to punctures and tears, as well as ensuring an effective distribution of stress points. The two ply system operates in a homogeneous fashion. The bitumen in each layer moves uniformly to offer continuous protection. 310 QUADRAL DRIVE • WADSWORTH, OHIO 44281 • TEL.: (330) 334-0066 • TOLL FREE: (800) 356-3521 • FAX: (330) 334-4289 General product tibmretion Is provided on this Patel Data Shed The physical pmpedy%ekes reported hers ere basad cm testing =ducted under curholed Watery =owing b accepted tad standards TB -75 Termination Bar • Feature: Comes with sealant ledge. • Material: Made from specially extruded aluminum without sharp edges. • Slotted Boles: Comes with holes either 6", 8" or 12" on center. Put flu. I TTiicgncsu' TB -75-6 TB -75-8 TB -75-12 .075" .075° .075° ViiAlli' 1" 1° 1" Length' 10' 10' 10' Hole Sao- Holes 011C4nIt Pti.AIEWlitlitl t.'r,igItlrT"hr, 1/4 x 3/8" 1/4 x 3/8" 1/4 x 3/8" 8" 12" 50 50 50 51# 514 51# •Manufactured to mill tolerances. TRUFAST Construction Fastening Solutions TRUFAST, LLC 02105 Williams Cty. Rd. 12-C Bryan, Ohio 43506-9804 1-800-443-9602 • 419-636-6715 • Fax: 419-636-1784 NebOlte, wrwv.trufaae.com • E-ma11: aalesetrufast.cam ID J-94 R-7/07 PRODUCT DATA SHEET PDS -242 • AlsSOPREMIC Rev 11/12 SOPRAWALK SOPRAWALK BLACK (81) SOPRAWALK GREY (81) SOPRAWALK TAN (81) Order No. 04645 Order No. 04617 Order No. 04678 DESCRIPTION SOPRAWALK walkway membrane is made up of a non -woven polyester reinforcement and elastomeric bitumen (SBS Modified Bitumen). The upper face is covered with colored granules. The underside is lightly sanded. SOPRAWALK Is heat welded, hot asphalt or cold applied with a compatible trowel -grade adhesive. See published Specifications and Approved Details. COMPOSITION & PACKAGING Product/ Property SOPRAWALK Reinforcement non -woven polyester with extra static & dynamic puncture resistance Elastomeric Bitumen selected blend of bitumen and SBS thermoplastic polymers Topside granules Underside lightly sanded Approximate Nominal Thickness 200 mils (5.0 mm) Approximate Roll Coverage 75 ft2 (7 m2) Side Lap 3" (76 mm) End Lap 6" (152 mm) Roll Length 28 feet (7.9 m) Roll Width 39-3/8" (1 m) Approximate Roll Weight 114 lbs (51.7 kg) Rolls per Pallet` 25 * Rolls stacked upright on pallets WARRANTY SOPRAWALK meets Soprema's manufacturing material specification requirements and carries a Material Only warranty. 310 0UADRAL DRIVE • WADSWORTH, OHIO 44281 • TEL.: (330) 334-0066 • TOLL FREE: (800) 356-0521 • FAX: (330) 334-4289 General product intametbn Is provided on 'Ids Product Data Sheet The physical properly vrkes'sported here are based on testing conducted under mntobed laboratory mans according b accepted test standards, Johns Manville Expand -O -Flash® Expansion Joint Cover P -I2, Description Expand -O -Flash expansion joint covers are flexible, weather- proof, exterior covers for joint openings and are an effective, flexible closure for a wide variety of standard and special applications. Each Expand -O -Flash cover is a combination of a flexible rubber membrane, supported by a closed cell foam to form flexible bellows, with two metal flanges, adhesively and mechanically attached to the bellows by a patented bifurcation process. As expansion joints move, the greatest stress occurs in the cover at the point where expansion joints intersect, cross or change directions. Factory -fabricated intersections are avail- able and designed for maximum flexibility and are produced using special fabrication techniques to ensure watertight, clean seam lines. Close factory tolerance and quality control assures long lasting performance. Use Designed to manage the movement of commercial and indus- trial building roof systems: thermal, settlement, new and exist- ing junctions, differing roof deck materials or direction and seismic movement. Compatible with single ply and bituminous roof membranes. Advantages • Accommodates multidirectional movement. • Nonreinforced membrane bellows for both geometric and elastomeric movement • Available in 10'13.05 m) lengths, 50' and 100'115.24 m and 30.48 m) rolls (customer length roll also available). • Compatible with single ply and bituminous membranes. • Designed in a variety of styles for application requirements. • . Labor saving factory crafted intersections to fit most needs or custom designed for special needs. • Over 40 years of proven design, fabrication and field performance. • Factory design assistance available. Typical Physical Properties Flexible Membrane Cover .31" Type E 60 mil (1.52 mm) EPDM sheet—white or black (white is premium priced) Type N..:::.......... 60 mil (1.52 mm) Neoprene sheet— black Flange Metal J' Galvanized Steel 28 ga. (0.56 mm) Stainless Steel .018" (0.46 mm) Aluminum .032' (0.81 mm) Copper - 18 oz. (0.56 mm) Others available Bellows Support Foam Closed cell foam Thickness varies from 34" to % (9.53 mm to 1.09 cm) depending on bellows width Sizes Bellows width 4" -12' (10.16 cm - 30.48 cm) (Spacial up to 54" [1.37 mj wide) Length ... 10' (3.05 m) end 50' (15.24 m) and 100' (30.48 m) rolls (CF and CF/EJ available in 10' (3.05 m) lengths only) Other sizes may be available. Styles CF Curb mounted EJ Curb or cant mounted CF/EJ Curb -to -wall mounted INS Insulated available in all styles Refer to the Material Safety Data Sheet prior to using Expand -O -Flash Expansion Joint Cover. The Material Safety Data Sheet is available on the Web at www.jm.com/roofieg. For technical assistance, please call (800) 445-1500. RS -5016 5-12 (Replaces 10-08) P— �3 Cz va,) ?Remo Dymonic® High -Performance, Low -Modulus, Expansion Joint Sealant Product Description Dymonics is a high-performance, low -modulus, one -component, moisture -curing, polyurethane joint sealant. Features and Benefits Dymonic has a movement capability of ±25% of the original Joint width, making it ideal for dynamically moving joints. Dymonic is available in 16 standard colors with several additional made-to-order colors. Uses Dymonic is specifically designed for sealing expansion and control Joints in pre -cast tilt -up concrete, curtain wall joints and perimeter caulking around windows and doors. It can also be used for radon mitigation and bedding of mullions and frames. Dymonlc exhibits tenacious adhesion, which will not diminish over product life. Colors Aluminum Stone, Anodized Aluminum, Beige, Black, Bronze, Buff, Hartford Green, Ivory, Light Bronze, limestone, Off White, Precast White, Redwood Tan, Sandalwood, Gray Stone and White. Packaging 10.1 oz (300 mL) cartridges, 20 oz. (600 mL) sausages, and 3 gallon (11.3 L) pails. Coverage Rate 308 linear feet of joint per gallon for a 1/4' x 1/4' joint For spedfic coverage rates that include other joint sizes and usage efficiencies visit our website usage calculator at www tremcosealants.com. udinSEM ANT• 1VAfCHi'fi00FING & fSLS f UfiAT10PU INSTI I I1 i L lined ta: too Urcwpoatall Probst Dame* Palpation Sealant 0719: Pass ✓ Ext+25% Comp: -25% milnetan Unprimed and primed aluminum and molar Mxatidremsterner wep .as nasVWIto Poxes Ara OdMe=Si wwuUarwit "had MTh thmaoMaw Ab.rj MI: Rating 15 Validities Date: 8/24+08.8128/13 No. Copyright ®2008 SEALANT VALIDATION wv,v;.s rioniine anf Applicable Standards Dymonic meets or exceeds the requirements of the following specifications: • ASTM C 920 Type S, Grade NS, Class 25, Use NT, M, A and 0 • U.S. Federal Specification TT S -00230C Class A, Type 11 • CAN/CGSB 19.13-M87 • CFIA approved • ULC registered Joint Design Dymonic may be used in any vertical or horizontal joint designed in accordance with accepted architectural/engineering practices. Joint width should be 4 times anticipated movement, but not Tess than 114' (6.4mm). Joint Backing Closed cell or reticulated polyethylene backer rod is recommended as joint backing to control sealant depth and to ensure intimate contact of sealant with joint walls when tooling. Where depth of joint will prevent the use of backer rod, an adhesive backed polyethylene tape (bond breaker tape) should be used to prevent three -sided adhesion. All backing should be dry at time of sealant application. • TYPICAL PHYSICAL PROPERTIES Property Rheological Properties Extrusion Rate Hardness Properties, scale 'A" Weight Loss Tack Free Time Stain & Color Change Adhesion -in -Peel Effects of Accelerated Aging Movement Capability Test Method ASTM C 639 ASTM C 1183 ASTM C 661 ASTM C 1246 ASTM C 679 ASTM C 510 ASTM C 794 ASTM C 793 ASTM C 719 Typical Value Non -sag (NS), 0' of sag in channel 51.8 mi/min. 20 t3 Pass Pass (18 hours) No visible color changelNo stain Concrete 20-28pJi (89-125N), No Adhesion Loss Pass t 25% www.tremcosealants.com Page 1 of 2 rstalco Sealant Dimensions W = Sealant width, D = Sealant depth, C = Contact area. EXPANSION JOINTS - The minimum width and depth of any sealant application should be 1/4' by 1/4° (6mm by 6mm). The depth (D) of sealant may be equal to the width (W) of joints that are less than 1/2" wide. For joints ranging from 1/2' to 1' (13mm to 25mm) wide, the sealant depth should be approximately one-half of the joint width. The maximum depth (D) of any sealant application should be 1/2" (13mm). For joints that are wider than 1" (25 mm) contact Tremco's Technical Service Department, or your local 1Yemco field representative. WINDOW PERIMETERS — For fillet beads, or angle beads around windows and doors, the sealant should exhibit a minimum surface contact area (C) of 114" onto each substrate. Surface Preparations Surfaces must be sound, clean, and dry. All release agents, existing waterproofing, dust, loose mortar, laitance, paints, or other finishes must be removed. This can be accomplished with a thorough wire brushing, grinding, sandblasting, or solvent washing, depending on the contamination. Tremco recommends that surface temperatures be 40'F (5'C) or above at the time the sealant is applied. If sealant must be applied in temperatures below 40T,, please refer to the Tremco Guide for Applying Sealants in Cold Weather that can be found on our website at www.tremcosealants.com. Priming Where deemed necessary, use Tremco Primer #171 for porous surfaces, and TREMprime Non -Porous Primer for metals or plastics. Dymonic typically adheres to common construction substrates without primers; however due to the variability of substrate finishes such as Kynar and anodized aluminum, Tremco always recommends that a mock-up or field adhesion test be performed on the actual materials being used on the job to verify the need for a primer. A description of the field adhesion test can be found in appendix X1 of ASTM C 1193, Standard Guide for Use of Joint Sealants. Tested system number TUN 120-02 Application Dymonic is easy to apply with conventional caulking equipment. Ensure that the backer rod is friction fitted properly and any primers have been applied. Fill the joint completely with a proper width -to -depth ratio and tool to ensure intimate contact of sealant with joint walls. Dry tooling is always preferred, although xylene can be used in limited amounts to slick the spatula if needed. For a deaner finish, mask the sides of the joint with tape prior to filling. Cure Time Dymonic cures at a rate of about 1/16° per day at 70'F and 50% relative humidity. Dymonic will skin within 24 hours and be tack -free in 3 days. The cure time can increase as the temperatures and/or humidity decrease. A good rule of thumb is one additional day of cure for every 10T decrease in temperature. Clean up Excess sealant and smears adjacent to the joint interface can be carefully removed with xylene or mineral spirits before the sealant cures. Any utensils used for tooling can also be cleaned with xylene or mineral spirits. Limitations • Do not apply over damp or contaminated surfaces. • Use with adequate ventilation. • Always utilize the accompanying MSDS for information on Personal Protective Equipment (PPE) and health hazards. Warranty Tremco warrants its sealants to be free of defects in materials, but makes no warranty as to appearance or color. Since methods of application and on-site conditions are beyond our control and can affect performance, Tremco makes no other warranty, expressed or implied including warranties of MERCHANTABILITY and FITNESS FOR A PARTICULAR PURPOSE, with respect to Tremco sealants. Tremco's sole obligation shall be, at its option, to replace or refund the purchase of the quantity of Tremco sealant proven to be defective and Tremco shall not be liable for any loss or damage. Please refer to our website at www.tremcosealants.com for the most up-to-date Product Data Sheets. An 9M Company 7Femco Commercial Sealants &Waterproofing 3735 Green Road, Beachwood, OH 44122 I/ Phone:216.2925000 /1800.321.7906 220 Wicksteed Avenue, Toronto, ON M4H 1 G7 // Phone: 416.421.3300 N 800.363.3213 1451 Jacobson Avenue, Ashland OH 44805 p Phone: 419.2892050 H 800321.6357 www.tremcosealants.com 0411/DYMONICSD Page 2 of 2 02/05/2010 17:30 2538631097 fr PRINQRCE BP PAGE 01/02 1 Diatom 25 I , 95°F 122°F 37°F 37°F 90 I 15 60 10 30 3 ••!,.• 5 ORDERrINu r,..r r, •Vi- II elsb—R C RATED PI.CIOUC .;f••1 S7.1R7:* • • 00 Med pcduct 00724:1111 Uwe, Behr ID tiatimmiiirc NW wild coifing gear Rellectenol Dermal Debt= =I= IC111=11 Peek" Cod Roof Rabat Gated *kVA Bs deer - mined for a t ad set at ocoilltens, and may net be apprepttate tar *teething seasen- ffil energy perforinmee. The actual elect el taw nelectence end Cermet eadnance an bunco pertemencs rummy. Berreetturer al product eaceletne Bat eau rollnpo We deepened In wow dance vat the upplkable Cool Rani Rating Could peceres. Gear Rafladte Ind= DIRD IBS Viaalhand Pending SOPREMA SOFR Er.:A LjSi fl k(rj DR. VE v;Ar.):iv.ici ID "'ICJ 4.1 2S • oao :55C, 35.2 rsZo 42.9.9 Ww.v r01.TUdi s PRODUCT USES: Moan RS 230 RIM resin is combined with fleece fabric to fonn a monolithic, self flashing and self -adhering relnbrced field membrane designed for use In Interior and mderior new, tear -o and recovery applications. COLOR: Alsan RS 230 Field Is supplied in a standard colors of Pebble Grey (RAL 7032) and Traffic Wide (RAL 9016). VOC: Alsan RS 230 Field max. content 20.27 g/L PACKAGING: Alsan RS 230 Field resin Is supplied in a 25-ka resealable container with locking ring. STORAGE & HANDLING: Shelf fife: 12 months In original unopened containers. For more information, refer to instruction on the label of the can and to relevant Material Safety Data Sheet (MSDS). MIXING: Using a slow -speed (200 to 400 rpm) mechanical agitator, thoroughly mbr the entire container of resin for two minutes before each use, end prior to pouring oft resin into a second container If batch mbdng. Catalyze only the amount of material that can be used within 10-15 minutes. Md pre -measured catalyst to the resin component, stir for two minutes and apply to substrate. Refer to Catalyst Dosages chart for additonal information. APPLICATION: After mbdng, apply resin to clean and prepared substrate at the required consumption using Soprema rollers. brushes or notched squeegee. The resin should be spread evenly onto the surface. See individual system specifications for specific guidelines regarding application Gip:finer, membrane, topcoat and/ or slip -resistant protective surfacing. ROPEIFY Membrane thickr;ess SFirMA PRODUCT DATA SHEET ALSAN RS 230 FIELD SUMMER FORMULATION REVISED: OS 12 COVER/AGE RATES r on ecosi�nbuItrpbOn 019 21) cari.10: P 71436,_. • 50 .5.t_C°5FriPPOn 40 1:0 t't 2245 ••Cm•ereginkragray very debending imiiiihrigriaordeXine Wet mi ad dry nig tests= err/ alleys equivaksit - Mi teammate dcer retake ado accent poOssar hese rent/seed thickness, nieatiuremeni * firid man only CATALYST MIXING CHART — ; Reim goes* — i —304 lig pidtets. 1(14 004 4 atlig J, 1 toi) ! 10 ResinTrik, A__ els, •I 0 1 kg packeti kg 0 02 2 25,0kg 105 T 5 Garters, prate Infameen is padded ea Si Product Des ghat Ms physical properly vibu. rd lens Be bead an kiting conducive under oontoilad bbaratray =Mans according b acompled led dander& PHYSICAL PROPERTIES VALUE TEST MEOp 115 mas (29 mm) ASIM o 5147 Sec 5 Penli bade/5'6as 70 lbfAl (12.3 OMR) i ASDA D5147 Sec 6 i=_--r• ---.•-......--• -r...-...t a P Pealclat;d 473T abg 1 IL .i ---- ,.. e• • • -••• -,..--$1-' • - 11iiiii)iiii 8;i6CinfklIT ifit. 154 42 % .. ., ....., ., ..... ., .,...,..„...... , .. ., ----- 90 ibgln MS Mini) AM 0 412 (51unthkell).. ! E1,arGabon@ Peaik1031: crwl i 55i ft liSTIli4i2(durntbai) ---; _ ..-.-. -, -•••, ......- - . - . — Shore A mIams. avgr li 81 q ASV D 2249 41% 0 Water, asbsorbbso. (Method 0 (24h 6 irn ASTM D 570 .. 4 ' ilier asbsorblion (Method II) (48h @ i22•F) U 1 57% ASTM D 570 1;. — Law temperature Ilexthily ,1 -13-F (-25T) AVM D 5147 SeC11 i Donea.sionel stabil). (maximum movement) ir -0 063% . ASTM 0 5147 Sec 10 i ..... . _ , - . Tear r.rtr.ericfp _ Tens* strength 1o1p4to.suti AS1TitD5l4Sec7 816 87 Fe , ASTM D 412 Vahan based on rdnfated Awn RS Sydow) ata (overage rate of 53151/1712 SOPREMA USA 14'1 QUADR.A!I7ttar. V Ds'AC_rwTHl Flu 44251 Jr.. 334 V:160 ... ,%.� YYiOPrl:mil,Q,,Id E. JS sOPRE'M'A PRODUCT DATA SHEET ALSAN RS 276 PRIMER REVISED:. Eft 12 PRODUCT USES: Alsan RS 276 Primer is used as a primer for wood, concrete and other approved substrates followed by reinforced and unreinforcedAlsan RS Systems interiorand exterior applications COLOR: Alsan RS 278 Primer is supplied in a transluoent cloudy base color. VOC: Alsan RS 276 Primer max. content 18.58 g/L. COVERAGE RATES -*Mirage may vy 1110 IfiatilMNIC PACKAGING: Alsan RS 276 Primer resin is supplied in a 10 kg��ad issi ' re -sealable container with locking ring. STORAGE & HANDLING: Shelf life: 12 months in original unopened containers. For more information, refer to instruction on the label of the can and to relevant Materiel Safety Data Sheet (MSDS). MIXING: Using a slow -speed (200 to 400 rpm) mechanical agitator, thoroughly mix the entire container of resin for two minutes before each use, and prior to pouring off resin into a second container if batch mixing. Catalyze only the amount of material that can be used within 10-15 minutes. Add pre -measured catalyst tote resin component, stir for two minutes end apply to substrate. Refer to Catalyst Dosages chart for additonal information. APPLICATION: After mixing, apply resin to clean and prepared substrate at the required consumption using Soprema rollers, brushes or notched squeegee. The resin should be spread evenly onto the surface. See Individual system specifications for specific guidelines regarding application of primer, membrane, topcoat and/ or slip -resistant protective surfacing. CATALYST MIXING CHART lin ql! .1011g 00J1 100 04 ip Reshiquidity kg 10kg 002 r 10 �l kg 02 ,1,1kapeciwitir 4 nhi ewer* product herndon s provided on this Product Dela Slued The physical properly edam wad hire ss baud on loving concluded under oontrogod laboratory ewdlions according to aoospted Md shindwds 54P1zEMA USA CUAU1;Ai DRIVE 4.+31 rh, L -,l av t 330 334-0050 030 305 7102 t N. k3033? 429. bprerna* U+d s VE PRODUCT USES: Alsan RS Fleece is used as fabric reinforcement In Alsan RS two -component cold liquid -applied membrane systems to Improve tear strength, puncture resistance, flexural fatigue and crack bridging capabilities while maintaining membrane uniformity. COLOR: Alsan RS Fleece is supplied as a white fabric. PACKAGING: Akan RS Fleece is available In rolls 184 feet (50 m) long and in varying widths. STORAGE 8 HANDLING: Always store in a cool and dry location. Store flat to avoid deforming rolls and creasing fabric. For more information, refer to relevant Material Safety Data Sheet (MSDS). APPLICATION: Mix and apply Alsan RS resin in strict accordance with Soprema Instructions. Apply mixed resin Ilberaly to the pre- pared surface with a roller using a broad, even stroke. Roll out dry polyester fleece onto the liquid resin, making sure the SMOOTH SIDE IS FACING UP (natural unrolling prooedure). The fleece wil begin to rapidly saturate the liquid resln.Allow fleece to saturate with resin from bottom up. Using a roller wet with resin, applying light pressure, rol the fleece with a medium nap roler to eliminate elr bubbles, wrinkles, etc. Apply additional liquid resin mix on top of fleece until fully saturated and continue to work resin. The correct amount of resin will leave no whiteness In fleece or dull appearance on the surface. The surface coating should be smooth and uniform. P---'7 S itiffEMA PRODUCT DATA SHEET ALSAN RS FLEECE REVISED: Gtr 12 FLEECE DEMENSIONS Astaierai nsun r' rind lop; ere 111111n PHY CAL PROPERTIES r.r.".a..rr .:• n4-e...,,� Tensile strength brook IMO nun) emotion Town:ma ttd►Ce Panda, strength Water abeorbdon. 2O' N dek t% General product Honneton le provided re thee Product Dab Shed The phoiad property rabbi +aparted here ere bred an *strep conducted under controlled Monitory octillions mord% b accepted tet etandadr. S iliTEM,A PRODUCT DATA SHEET ALSAN RS CATALYST POWDER uar.r.tt No.' 0 1 IL: s:i-a L i'i�• mei" '! I-AP.•.`;11111: SOPP.Er,1A USA 21C OUA.: RA: lit'‘V:: i, :1.11Q od; u' 1�s3E 000: 6itk:. f 'S'1 - Fr 330 a3: PRODUCT USES: Alcan RS Catalyst Powder is a reactive agent used to Induce curing of aII Alsan RS resin products during membrane application. COLOR: Atsan RS Catalyst Powder is supplied as a white powder. PACKAGING: Alsan RS Catalyst Powder Is available In prepackaged 0.1 kg packets or 25 kg boxed quantities. STORAGE & HANDLING: AMreys store closed containers in cool, ventilated and dry location away from open fl ame sources. Do not store in direct sunlight or In temperatures below 32°F (0•C) or above 7TF (25•C). For more Information, refer to Instruction on the label of the can and to relevant Materiel Safety Data Sheet (MSDS). MIXING: Using a slow -speed (200 to 400 rpm) mechanical agitator, thoroughly mix the entire container of resin for two minutes before each use, and prior to pouring off resin into a second container If batch mixing. Catalyze only the amount of material that can be used within 10-15 minutes. Add pre -measured catalyst to the resin component, stir for two minutes and appy to substrate, Refer to Individual product data sheets for specific recommendations and requirements for the resin being used. The amount of catalyst added to Aisan RS resins varies based on the resin type, weight of the resin used and temperature. 0eoad pmdret trda,m>flon Is provided en this Product Dm Sheet flr phplal property values reparbd has we basad an bap wnduded under controlled labaten cot ons =mina b eauptedenteanda& REVISED: 06 12 SCIPREMA MEIBEIENIEM We're grrr tura c•nr';'reri MATERIAL SAFETY DATA SHEET ELASTOCOL 500 P— 1 +Ks ss C 8pDs) WHMIIS PROTECTIVE CLOTHING _ — _______ _._.I —__--. TRANSPORT 01? DANGEROUS GOODS 0 0 W611 11. . ADHESIVE Class 3 UN1133 P.G.:H SECTION I. CHEMICAL PRODUCT AND COMPANYIDENTIFICATION Product name: Use: Code of MSDS: Formula number: Revision date: Revised by: Manufacturer: Distributors: 1n case of emeraencv: SOPREMA (8:OOam to 5:OOpm CANUTEC (Canada) (24h.): CHEMTREC (USA) (24h.): Poison Control Centre: Elastocol 500 Adhesive used to prime concrete, metal, or wood substrates to enhance the adhesion of torch -applied waterproofing membranes. CA U DRU SS FS 013 407.1 June 8, 2007 Marie -Claude Fontaine, Health and Safety Supervisor (800) 567-1492 mcfontaine asoprema.ca Soprema Canada 1675 Haggerty Street Drummondville (Quebec) J2C 5P7 CANADA Tel.: (819) 478-8163 Soprema Inc. 44955 Yale Road West Chilliwack (BC) V2R 4113 CANADA Tel.: (604) 793-7100 Soprema USA 310 Quadral Drive Wadsworth (Ohio) 44281 UNITED STATES Tel.: (800) 356-3521 — Eastern time): (800) 567-1492 (613) 996-6666 (800) 424-9300 Consult local telephone directory EMERGENCY OVERVIEW!!! Black liquid with strong solvent odour. CAUTION! This product and its vapours are highly flammable. The vapours are heavier than air and may spread long distances. Distant ignition (such as a pilot light, and any object that sparks, such as an electric motor) and flash back are possible. Irritating and/or toxic gases or fumes may be generated by thermal decomposition or combustion. May cense skin, eye and respiratory tract irritation. Harmful or fatal if swallowed. Ingestion of the product can cause severe lung injury when aspirated. Inhalation of high concentrations of this product may cause central nervous system (CNS) depression (headache, nausea, dizziness, drowsiness, incoordination and unconsciousness). Elastocol 500 Revision date: Jane 8, 2007 Page 1 of 8 NAME SECTION II. COMPOSITION AND I.NFORMAT'ION ON DANGEROUS INGREDIENTS EXPOSURE LIMIT (ACGIH) TLV -STEL Not established Not established CAS # % WEIGHT TLV -TWA Toluene 108-88-3 40-70 20 ppm Asphalt 8052-42-4 15-40 0.5 mg/m' SECTION IIr1. FOTENT'IAL HEALTH EFFECTS Effects of Short -lean (Acute) Exposure SKIN CONTACT: Toluene: Toluene is a moderate skin irritant, based on animal evidence. Prolonged contact is more irritating due to the defatting action of this solvent and dermatitis (dry, red skin) may result. (1) Asphalt: Asphalt may cause skin irritation. (2) EYE CONTACT: Toluene: Toluene is a mild eye irritant, based on animal evidence. Very short exposure (3 to 5 minutes) to the vapour has caused slight eye irritation at 300 ppm. Longer exposures (6 to 7 hours) to concentrations above 100 ppm have also caused slight irritation. Alterations in vision, for example, reduced acuity and suppressed colour vision, have been documented following exposure to mixed solvents. It is not possible to attribute these effects to toluene directly. (1) Asphalt: Asphalt may cause eyes irritation. (2) INHALATION: Toluene: The main effect of inhaling toluene vapour is on the central nervous system (CNS). Symptoms are related to exposure concentration. At approximately 50 ppm, slight drowsiness and headache have been reported. Irritation of the nose, throat and respiratory tract has occurred between 50 and 100 ppm. Concentrations of about 100 ppm have caused fatigue and dizziness; over 200 ppm has caused symptoms similar to drunkenness (giddiness), numbness, and mild nausea; over 500 ppm has caused mental confusion and incoordination. At higher concentrations (estimated at 10000 ppm) further depression of the central nervous system can result in unconsciousness and death. Most serious incidences of exposure have occurred when the vapour has accumulated in confined spaces. In two cases of acute occupational exposure, there were no blood disorders, liver or kidney damage. Historical reports of blood effects caused by toluene are more than likely duc to benzene contamination. Liver and kidney effects, as well as heart disturbances, have been reported in cases of solvent abuse (glue- sniffing). Reversible kidney failure has resulted from a severe occupational exposure in a paint factory. (1) Asphalt: Asphalt exposure is not expected by this route. INGESTION: Toluene: Toluene is readily absorbed following ingestion producing CNS depression. Symptoms will be similar to those described for inhalation. Toluene may be aspirated, which is the inhalation of a chemical into the lungs, during ingestion or vomiting. Severe lung irritation, damage to the lung tissues and death may result. Ingestion of approximately 60 nil (2 oz) of toluene was fatal to an adult within 30 minutes in one reported case. The authors state that the probable cause of death was depression of the central nervous system. However, it is possible that the toluene was aspirated and death was caused by aspiration. Ingestion is not a typical route of occupational exposure. (1) Asphalt: No information available. SKIN ABSORPTION: Toluene: Liquid toluene is absorbed through the skin slowly. Therefore, harmful effects are not expected by this route of exposure. Despite widespread use of toluene, there are no reports of skin sensitization. (1) Asphalt: No information available. Effects of Long -Teter (Chronic) Exposure NERVOUS SYSTEM: Toluene: Numerous studies of rotogravure printers, painters and rubberized -matting workers with chronic exposure to toluene are inconclusive about chronic central nervous system (CNS) damage. Some studies report changes such as memory loss, sleep disturbances, loss of ability to concentrate, or incoordination, while others report no effects. Recent studies using sensitive neurobehavioral tests have shown altered scores for exposed workers but whether or not these indicate CNS damage is not clear. (1) Asphalt: No information available. _ 19 Elastocol 500 Revision date: June 8, 2007 Page 2 of 8 SECTION III. POTENTIAL HEATS EFFECTS TARGET ORGANS: Toluene: Most studies reporting kidney damage in people result from solvent abuse (for example, glue-sniffing). These extreme exposures arc not relevant to occupational situations. In epidemiological studies on workers exposed Tong -term to levels up to 200 ppm, there was no clear evidence of kidney damage. Occupational exposure to up to 500 ppm toluene has not been associated with liver effects. There is some evidence to suggest that long-term exposure to toluene may affect hearing. However, the limited information available does not allow a conclusion to be drawn. Although minor changes in blood parameters have been observed, it is generally accepted that toluene does not cause significant blood disorders. (1) Asphalt: No information available. CARCINOGENICITY: Toluene: There have been several human population studies which have examined the possible relationship between toluene exposure and cancer. Cancers of most sites were not significantly associated with toluene exposure in any study. Stomach cancer mortality, lung cancer rates and colorectal cancers were evaluated in some studies, but not others. Considering the multiple exposures in most studies and the inconsistencies in findings, it is not possible to conclude that toluene exposure is associated with cancer in humans. The International Agency for Research on Cancer (IARC) has concluded there is inadequate evidence for the carcinogenicity of toluene in humans. There is evidence suggesting a lack of carcinogenicity to o -toluene in experimental animals. The International Agency for Research on Cancer (IARC) has concluded that this chemical is not classifiable as to its carcinogenicity to humans (Group 3). The American Conference of Governmental Industrial Hygienists (ACGIH) has designated this chemical as not classifiable as a human carcinogen (A4). The US National Toxicology Program (NTP) has not listed this chemical in its report on carcinogens. (1) Asphalt: The International Agency for Research on Cancer (IARC) has concluded that this chemical is not classifiable as to its carcinogenicity to humans. (2) r TERATOGENICITY, EMBRYOTOXICITY, FETOTOXICITY: Toluene: Toluene is a developmental toxicity hazard, based on information obtained from animal studies. Fetotoxicity (reduced foetal weight), behavioural effects (effects on learning and memory) and hearing loss (in males) have been observed in the offspring of rats exposed by inhalation to 1200 or 1800 ppm toluene. These effects were observed in the absence of maternal toxicity. A detailed review of toluene and its potential to cause teratogenicity/embryotoxicity in occupational situations has been published. This review concludes that although many occupational studies have evaluated general solvent exposure and pregnancy outcomes, few studies have specifically investigated toluene exposure. Most of these studies have involved exposure to solvents in general or to certain solvent classes, with toluene exposure addressed as a co -exposure or identified as a common exposure in a sub -group. Outcomes of concern included spontaneous abortion (miscarriage) and teratogenicity (congenital malformations). Six studies examined the association of toluene exposure with spontaneous abortions. Four of the six studies were performed on similar groups of Finnish workers, by the same group of researchers, which can reduce overall confidence in the conclusions. Despite this and other limitations (e.g. recall bias, multiple chemical exposures), these studies do provide evidence suggesting there may be an association between occupational toluene exposure and the occurrence of spontaneous abortions. Nevertheless, further research is required before it will be possible to conclude that there is a causal relationship between toluene exposure and an increased incidence of spontaneous abortions. One study has reported an increased incidence of malformations (renal -urinary and gastrointestinal) in children born to women with a history of exposure to aromatic solvents, particularly toluene. However, it is not possible to draw specific conclusions regarding toluene from this study, bccause the toluene -specific results were based on a very small number of workers who were exposed to multiple chemicals. Concerns about the potential teratogenicity of toluene in humans have also arisen due to effects (usually renal/urinary) seen in solvent abuse cases (glue-sniffing). These extreme exposures to toluene, as well as other confounding factors such as tobacco and alcohol abuse, are not relevant to occupational situations. (1) Asphalt: No information available. REPRODUCTIVE TOXICITY: Toluene: No conclusions can be drawn based on the available human information. Reproductive effects have not been observed in animal studies. A review of toluene and its potential to cause reproductive toxicity in workers has been published. Three cross-sectional studies evaluated fertility in women exposed to toluene or in the wives of exposed men. No conclusions can be drawn based on these studies, due to limitations such as selection bias, recall bias, and the fact that thc workers were exposed to other potentially harmful chemicals. Another study suggests that menstrual function is not affected by exposure to toluene. Another report describes testicular atrophy and reduced spermatogenesis in one man who abused toluene for 10 years. This extreme exposure situation is not relevant to occupational exposures. (1) Asphalt: No information available. Elastocol 500 Revision date: June 8 2007 Page 3 of 8 SECTION III. POTENTIAL HEALTH EFFECTS MUTAGENICITY: Toluene: Results from the available human studies are inconclusive. Both positive and negative results have been obtained in human studies, but no studies were carried out with toluene exposure only, or with adequate control of other factors. Positive results have been obtained in some studies using live animals, but the studies either used an irrelevant route of exposure (intraperitoneal) or there are insufficient details available for evaluation. (1) Asphalt: No information available. TOXICOLOGICALLY SYNERGISTIC MATERIALS: Toluene: Exposure to other solvents such as benzene, xylene and ethanol (alcohol) slows the rate of clearance of toluene from the body, thereby enhancing the toxicity of toluene. (1) Asphalt: No information available. POTENTIAL FOR ACCUMULATION: Toluene: Toluene is readily absorbed by inhalation or ingestion and tends to be deposited more in tissues that are fatty or have a rich blood supply (e.g. brain, liver, kidney, fat). There was no evidence of accumulation in rats with repeated inhalation exposure to 300 ppm. Toluene is metabolized in the liver and excreted by the kidneys in the urine. It can also be exhaled unchanged. (1) Asphalt: No information available. SECTION IV. FIRST AID MEASURES SKIN CONTACT: Remove contaminated clothing. Wash thoroughly with soap and water. If irritation persists, _et medical attention. EYE CONTACT: Flush thoroughly with water for at least 15 minutes. If irritation persists, et medical attention. INHALATION: In case of vapour inhalation, move victim to fresh air. If breathing is difficult, give oxygen. If breathing stops, give respiratory assistance. Obtain medical assistance. SWALLOWING: Do not induce vomiting. Immediately contact local poison control centre. Should vomiting occur, be sure to keep the victim's head below hips to avoid aspiration of vomit into the lungs. Maintain the victim at rest and obtain immediate medical attention. SFCtION V. FIRE -FIGHTING MEASURES FLAMMABILITY: Flammable liquid, Class 1B flammable (NFPA) EXPLOSION DATA: Sensitivity to mechanical impact: No. Sensitivity to static charge: Can accumulate static charge by flow. FLASH POINT: 4°C (ASTM D93) AUTO -IGNITION TEMPERATURE: 480°C (toluene) FLAMMABILITY LIMITS IN AIR: (% in volume) 1.2 — 7.1 (toluene) FIRE AND EXPLOSION HAZARDS: This product and its vapours are easily ignited by heat, sparks or flames. Vapours may form explosive mixtures with air. Vapours are heavier than air and may travel a considerable distance to a source of ignition and flash back to a leak or open container. The product may ignite on contact with strong oxidizing agents. Do not cut, puncture or weld empty containers. COMBUSTION PRODUCTS: Irritating and/or toxic gases or fumes may be generated by thermal decomposition or combustion. Toxic and/or irritating gases or fumes can emanate from empty containers when submitted to high temperatures: CO, CO2, aldehydes, ketone, acrolein, halogenated compound. FIRE FIGHTING INSTRUCTIONS: Evacuate area. Wear self-contained breathing apparatus and appropriate protective clothing in accordance with standards. Approach fire from upwind and fight fire from maximum distance or use unmanned hose holders or monitor nozzles. Always stay away from containers because of the high risk of explosion. Stop leak before attempting to put out the fire. If leak cannot be stopped, and if there is no risk to the surrounding area, let the fire burn itself out. Move containers from firc area if this can be done without risk. Cool containers with flooding quantities of water until well after fire is out. EXTINGUISHING MEDIA: Anti -alcohol or universal foam, dry chemical powder, CO2, sand. Use of water spray when fighting fire may be inefficient because of the I low flash point of the product. Elastoco! 500 Revision date: June 8, 2007 Page4of8 110N VI, ACCIDENTAL RELEASE MEASURE RELEASE OR SPILL: Ventilate area. Wear appropriate protective equipment during cleanup. Eliminate all sources of ignition. Shut off source of leak if you can do it without risk. Contain the spill. Absorb or cover with dry earth, sand or other non-combustible material and transfer to containers. Sweep or shovel into containers with lids, use clean non -sparking tools (sp.: plastic) to collect absorbed material. Cover and remove to appropriate well ventilated area until disposal. Do not touch or walk through spilled material. Wash spill area with soap and water. Prevent entry into waterways, sewers, basements or confined areas. Dispose of material accordingto the local environmental regulations. SECTION VIL HANDLING AND STORAGE HANDLING: This product and its vapours are highly flammable and toxic. Avoid contact with eyes, skin and clothing. Do not ingest. Avoid breathing mist, vapour or dust. Wash hands thoroughly after handling. Before handling, it is very important that ventilation controls are operating and protective equipment requirements arc being followed. People working with this product should be properly trained regarding its hazards and its safe use. Eliminate all ignition sources (e.g. sparks, open flames, hot surfaces). Keep away from heat. Ground transfer containers to avoid static accumulation. Tightly reseal all partially used containers. Do not cut, puncture or weld empty containers. STORAGE: Store in a cool well -ventilated area out of direct sunlight and away from heat and ignition sources. Keep storage areas clear of combustible materials. No smoking near storage area. Store away from incompatible materials. Store the product according to occupational health and safety regulations and fire and building codes. Storage area should be clearly identified, clear of obstruction and accessible only to trained and authorized personnel. Inspect periodically for damage or leaks. Have appropriate fire extinguishers and spill clean-up equipment near storage arca. Inspect all containers to make sure they are properly labelled. SECTION VIII. EXPOSURE CONTROLS i PERSONAL PROTE;CTIOlV' HANDS: Wear gloves made from polyvinyl alcohol (PVA) or Viton TM. RESPIRATORY: If the TLV is exceeded, if use is performed in a poorly ventilated confined area, use an approved respirator in accordance with standards. EYES: Wear chemical safety goggles in accordance with standards. OTHERS: Eye bath and safety shower. CONTROL OF VAPOURS: Local exhaust is needed to control vapour and dust level to below recommended limits. SECTION IX. PHYSICAL AND CHEMICAL PROPERTIES PHYSICAL STATE: Liquid ODOUR AND APPEARANCE: Black liquid with strong solvent odour. VAPOUR DENSITY (air = 1): 3.1 EVAPORATION RATE (Butyl acetate = 1): 2.24 (toluene) BOILING POINT (760 mm Hg): Not available FREEZING POINT: Not available SPECIFIC GRAVITY (H20 = 1): 0.91 kg / L SOLUBILITY IN WATER (20°C): Insoluble VOLATILE ORGANIC COMPOUND (V.O.C.) CONTENT: 587 g/L VISCOSITY: 50 centipoises (Visco Brookfield, 25°C) SEC'T1014 X. STABILITY 4.ND REACTIVITY STABILITY: This material is stable. CONDITIONS OF REACTIVITY: Avoid excessive heat INCOMPATIBILITY: Strong oxidizing and reducing agents, acids, bases, halogenated solvents. HAZARDOUS DECOMPOSITION PRODUCTS: No evidence HAZARDOUS POLYMERISATION: None SECTION XL TOXICOLOGICAL INFORMATION TOXICOLOGICAL DATA: Toluene (1): LC50 (inhalation, rat, 4 hrs): LD50 (oral, rat): LD50 (dermal, rabbit): Asphalt: Not available 7 350 ppm 2600-7500 mg/kg 12225 mg/kg Elastocol 500 Revision date: June 8, 2007 Page 5 of 8 SECTION XI. TOXICOLOGICAL INFORMATION Ejects of Short -Terse (Acute) Exposure INHALATION : Toluene: The major effect of toluene is on the central nervous system (CNS). Studies with rats have shown that up to approximately 1000 ppm causes excitation and increased activity. At approximately 2000 ppm, there is CNS depression with drowsiness, incoordination and unconsciousness. Death at higher concentrations is from respiratory failure. Animal studies have indicated that toluene is not directly toxic to the cardiovascular system. Recovery is rapid following cessation of exposure. Studies indicate no permanent damage to body systems. Studies in rats have shown hearing loss at high frequencies following toluene exposure both by inhalation (threshold concentration between 700 and 1000 ppm) and orally (620 mg/kg/day for 4 weeks). This effect has also been observed in a mouse strain that had a genetic predisposition to hearing loss. (1) Asphalt: No information available. EYE IRRITATION: Toluene: Toluene is a mild eye irritant. In an OECD -compliant test, application of 0.1 mi undiluted toluene produced no to mild irritation in rabbits. Application of 0.1 ml of undiluted toluene in another OECD -compliant test protocol produced slight irritation in rabbits. Application of 0.005 ml of in excess of a 40% solution of toluene caused severe eye injury in rabbits. These results are not consistent with the reports that used undiluted toluene in OECD -compliant tests. The results of this study are therefore questionable. (1) Asphalt: No information available. SKIN IRRITATION: Toluene: Toluene is a moderate skin irritant. In an OECD -compliant test, administration of 0.5 ml of undiluted toluene to intact skin, under a semi - occlusive cover, for 4 hours produced moderate irritation in rabbits. Another OECD -compliant test, showed slight irritation in rabbits following the application of 0.5 ml of undiluted toluene for 4 hours. There is insufficient information provided to properly evaluate these test results. Other test protocols have shown moderate irritation in intact and abraded skin, with prolonged exposure (23 hours), and in a study that does not strictly meet OECD guidelines. Application of 0.5 ml of undiluted toluene for 4 hours, to intact and abraded skin, produced moderate irritation in rabbits. Application of 0.5 ml of undiluted toluene for 23 hours, to intact and abraded skin, produccd moderate irritation in rabbits. Application of 0.01 ml of undiluted toluene produced moderate irritation in rabbits. (1) Asphalt: No information available. Effects of Long -Term (Chronic) Exposure INHALATION: Toluene: Daily inhalation by rats of toluene concentrations below 400 ppm for up to 24 months resulted in no significant toxicity. Evidence for chronic CNS neurotoxicity is inconclusive. Numerous studies on rats and mice have shown reduced performance on some neurobehavioral tests but not others, both during and after toluene inhalation exposures (usually at greater than 500 ppm). Where tests were repeated after an exposure -free period, most results were the same as controls. The significance of minor changes in brain cells or in behavioural tests is not known. (1) Asphalt: No information available. INGESTION: Toluene: No significant toxicity was seen after oral administration of up to 590 mg/kg to female rats for up to six months. (1) Asphalt: No information available. CARCINOGENICITY: Toluene: The International Agency for Research on Cancer (IARC) has concluded there is inadequate evidence for the carcinogenicity of toluene in experimental animals. Toluene was not carcinogenic in mice and rats exposed by inhalation to up to 1200 ppm for 24 months. (1) Asphalt: No information available. Elastocol 500 Revision date: June 8, 2007 Page 6 of 8 SECTION XII. ECOLOGICAL INFORMATION SECTION XL TOXICOLOGICAL INFORMATION TERATOGENICITY, EMBRYOTOXICITY, FETOTOXICITY: Toluene: Toluene does cause developmental effects in animals, based on fetotoxicity (reduced foetal weight), behavioural effects (effects on learning and memory) and hearing loss (in males) observed in the offspring of rats exposed by inhalation to 1200 or 1800 ppm toluene. These effects were observed in the absence of maternal toxicity. Rats (16/group) were exposed to 1800 ppm toluene or clean air on days 7- 20 of pregnancy. The dose was targeted so as not to induce marked toxicity in the mothers and no toxicity was seen. Fetotoxicity, as evidenced by reduced birth weight, was observed in the offspring. Differences in performance on a behavioural test designed to measure learning and memory (the Morris water maze test) were observed, especially in the female offspring. There was a slight tendency toward hearing loss in exposed male offspring. This effect was statistically significant at 8 kHz. In a related study, rats (18 exposed/1 4 controls) were exposed to 1200 ppm toluene on day 7 of pregnancy to postnatal day 18 (35 days). Again, the dose was targeted so as not to induce marked toxicity in the mothers and no toxicity was seen. A statistically significant reduction in birth weight was seen in offspring born to exposed mothers. Delayed reflex development, increased short-term motor activity and significant reductions in learning and memory [as measured by performance on Morris maze test (especially in females)] were observed. Effects on learning and memory persisted after exposure terminated (3.5 months). Decreased hearing function was also observed and this effect was statistically significant in males at 16 mHz. Numerous other studies have evaluated the potential effects of toluene on the offspring of rats, mice or rabbits, primarily following inhalation exposure. In one well-conducted study, no effects in the offspring were observed in rabbits exposed to 30, 100 or 300 ppm or to 100 or 500 ppm during days 6-18 of pregnancy. Maternal toxicity was not observed. In an unpublished study, fetotoxicity (reduced foetal weight) was observed in the offspring of rats exposed to 2000 ppm for 80 days prior to mating through lactation. Maternal toxicity (reduced body weight) was observed at 2000 ppm. In other studies where maternal toxicity was observed, reduced foetal weight and increased mortality in the offspring have been reported. Other studies have had significant design limitations including continuous exposure regimes, lack of statistical evaluation of the data and incomplete or no evaluation of maternal toxicity. (1) Asphalt: No information available. REPRODUCTIVE TOXICITY: Toluene: No adverse effects on reproduction were observed in several studies on both rats and mice, even at maternally toxic exposures. Two generations of mice exposed intermittently by inhalation to 2000 ppm (6 hours/day, 7 days/week) had no reproductive effects. (1) Asphalt: No information available. MUTAGENICITY: Toluene: There is insufficient information available to conclude that toluene is mutagenic. There is some evidence that toluene can cause chromosome damage in vivo when administered to mice by injection, although conflicting results have been obtained and this route of exposure is not considered relevant to occupational situations. Negative results were obtained following oral administration. There is one report of positive results (chromosomal aberrations) in the bone marrow cells of rats exposed by inhalation. Insufficient details are available in English to evaluate this report. Positive and negative results have been obtained in tests using cultured mammalian cells. Negative results have been obtained in tests using bacteria. Positive and negative results have been obtained in fruit flics.(1) Asphalt : No information available. SECTION XII. ECOLOGICAL INFORMATION ENVIRONMENTAL EFFECTS: Do not allow product or runoff from fire control to enter storm or sanitary sewers, lakes, rivers, streams, or public waterways. Block off drains and ditches. Provincial and federal regulations may require that environmental and / or other agencies be notified of a spill incident. Spill area must be cleaned and restored to original condition or to the satisfaction of authorities. May be harmful to aquatic life. SECTION XIII. DISPOSAL CONSIDERATIONS WASTE DISPOSAL: This product is listed as hazardous waste. Consult local, state, provincial or territory authorities to know disposal methods. Also listed as hazardous waste by the RCRA (USA); waste disposal as to follow EPA regulations. Do not dispose of waste with normal garbage or sewers systems. SECTION XI`'. TRANSPORT INFORMATION NAME OF PRODUCT: Elastocol 500 IDENTIFICATION NUMBER: UN 1133 CLASSIFICATION (TDG - DOT): Class 3 SHIPPING NAME: Adhesives CONTAINERS FOLLOW THE STANDARDS OF: Canada: CAN / CGSB-43.150-97 USA: CFR 49 parts 100 to 199 PACKING GROUP: 11 Elastocol 500 Revision date: June 8, 2007 Page 7 of 8 SECTION°XVL OTHERINFORMATION, SECTIONXV: REGULATORY'INFORMATION, WHMIS: Class 82: Flammable liquid (flash point below 37,8°C) Class D2A: Very toxic material causing other effects (toluene has teratogenicity and embryotoxicity effects) This MSDS contains all the information required by ANSI Z-400.1-1998 standard (United States), by regulation 29 CFR Part 1910.1200 of the Hazard Communication Standard of OSHA, and is in accordance with standard DORS/88-66 OF WHMIS Canada. Class D2B: Toxic material causing other effects (toluene has irritant effects) DSL: All constituents of this product are included on the Domestic Substances List (DSL — Canada) TSCA: All constituents of this product are included on the Toxic Substances Control Act Inventory (TSCA — United States). HMIS (USA):i --- - NFPA (USA): 2' 1111‘i 1 II Flammability IRIN Rai 1.1 "I%1.%ItI1 111 Health . ;A._ 1 Reactivity 0 [ _ �, �1, ` p 2 PROTECTIVE EQUIPMENT Specific hazard SECTION°XVL OTHERINFORMATION, Glossarv: ACGIH: American Conference of Governmental Industrial Hygienists ANSI: American National Standards Institute ASTM: American Society for Testing and Materials CAS: Chemical Abstract Services CFR: Code of Federal Regulations (United States) CSA: Canadian Standardisation Association DOT: Department of Transportation (United States) DSL: Domestic Substances List (Canada) EPA: Environmental Protection Agency (United States) HMIS: Hazardous Material Information System IARC: International Agency for Research on Cancer LC50: (Lethal concentration50) Concentration of a substance in air that causes dead of 50% mortality of a defined animal population LD50: (Lethal dose5o) Single dose of a substance that, when administrated by a define route in an animal assay, is expected to cause the death of 50% of a defined animal population. NFPA: National Fire Protection Association (United States) NIOSH: National Institute for Occupational Safety and Health NTP: National Toxicology Program OSHA: Occupational Safety & Health Administration (United States) PEL: Permissible Exposure Limit RCRA: Resource Conservation and Recovery Act (United States) RTECS: Registry of Toxic Effects of Chemical Substances TDG: Transportation of Dangerous Goods TLV: Threshold Limit Value TWA: Time -weighted average TSCA: Toxic Substances Control Act (United States) WHMIS: Workplace Hazardous Materials Information System (Canada) References: (1) CHEMINFO (2007) Canadian Centre of Organisational Health and Safety, Hamilton (Ontario) Canada. (2) Material Safety Data Sheet of the supplier. This MSDS has been prepared by: Marie -Claude Fontaine For more information: SOPREMA Canada 1-800-567-1492 The Material Safety Data Sheets of SOPREMA Canada are available on Internet at the following site: httn://www.soprema.ca Justification of the update: ■ Modification of the Exposure Limit (TLV -TWA) of Asphalt and Toluene. (Section II) This MSDS contains all the information required by ANSI Z-400.1-1998 standard (United States), by regulation 29 CFR Part 1910.1200 of the Hazard Communication Standard of OSHA, and is in accordance with standard DORS/88-66 OF WHMIS Canada. To the best of our knowledge, the information contained herein is accurate. However, neither the above named supplier or any of its subsidiaries assumes 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. AD materials may present unknown hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards that exist. Mosinee{ 500 Revision date: Jwie 8, 2007 Page 8 of 8 SOIPREMIA iVe'l't' dint pm i(it erect MATERIAL SAFETY DATA SHEET SBS MODIFIED BITUMEN ELASTIC CEMENT P-2 M toS (-7 Pis) WHMIS; PROTECTIVE CLOTHING TRANSPORT, OF DANGEROUS GOODS 6 GI _iiii._ ii"g IIIW e ADHESIVE Class 3 UN1133 P.G.: III SECf10N:I:,,CHEMICAL PRODUCT AND'COMPANY 1DFNTII?ICATION Product name: Use: Code of MSDS: Formula Number: Revision date: Revised by: Manufacturer: Distributors: In case of emergency: SOPREMA (8:OOam to 5:OOpm CANUTEC (Canada) (24h.): CHEMTREC (USA) (24h.): Poison Control Centre: SBS Modified Bitumen Elastic Cement Multi-purpose application. CA U DRU SS FS 019 188.1 October 6, 2008 Marie -Claude Fontaine, Health and Safety Supervisor (800) 567-1492 mcfontaine(ct�,soprema.ca Soprema Canada 1675 Haggerty Street Drummondville (Quebec) J2C 5P7 CANADA Tel.: (819) 478-8163 Soprema Inc. 44955 Yale Road West Chilliwack (BC) V2R 4113 CANADA Tel.: (604) 793-7100 Soprema USA 310 Quadrat Drive Wadsworth (Ohio) 44281 UNITED STATES Tel.: (800) 356-3521 — Eastern time): (800) 567-1492 (613) 996-6666 (800)424-9300 Consult local telephone directory EMERGENCY OVERVIEW!!! Black paste with strong solvent odour. CAUTION! This product and its vapours are flammable. The vapours are heavier than air and may spread long distances. Distant ignition (such as a pflot light, and any object that sparks, such as an electric motor) and flash back are possible. Irritating and/or toxic gases or fumes may be generated by thermal decomposition or combustion. May cause skin, eye and respiratory tract irritation. Harmful or fatal if swallowed. Ingestlon of the product can cause severe lung injury when aspirated. Inhalation of high concentrations of this product may cause central nervous system (CNS) depression (headache, nausea, dizziness, drowsiness, incoordination and unconsciousness). SBS Modifkd Bitumen Elastic Cement Revision date: October 6, 2008 Page 1 of 7 NAME Asphalt Xylene SECTION II COMPOSITION 4ND INFORMATION ON DANGEROUS INGREDIENTS % WEIGHT CAS # 8052-42-4 30-60 1330-20-7 10-30 EXPOSURE LIMIT (ACGIH) TLV -TWA 0.5 mg/m3 100 ppm TLV -STEL Not established 150 ppm SBS Modified Bitumen Elastic Cement Revision date: October 6, 2008 Page 2of7 SECTION iil. POTENTIAL HEALTH EFFECTS Effects of Short --Term (Acute) Exposure INHALATION: Inhalation of vapours of xylene can occur while using the product. The exposition to vapours of xylene over exposure limits may cause irritation of the respiratory system and central nervous system depression (headaches, dizziness, nausea, tiredness, confusion and coma). Xylene: The main effect of inhaling xylene vapour is depression of the central nervous system (CNS), with symptoms such as headache, dizziness, nausea and vomiting. (1) Asphalt: Exposure is not expected by this route of entry under normal product use. SKIN CONTACT: Frequent or prolonged contacts can remove the natural fat from the skin and may cause redness, skin irritation and dermatitis. Xylene: Xylene (mixed isomers) liquid is a moderate skin irritant based on animal information. (1) Asphalt: Asphalt may cause irritation to the skin. (2) EYE CONTACT: The vapours may cause eye irritation with tearing and discomfort, redness and pain. Eye contact with the product may cause moderate irritation. Xylene: Xylene (mixed isomers) liquid is a very mild irritant, based on animal information. (1) Asphalt: Asphalt may cause eye irritation. (2) INGESTION: It is unlikely that toxic amounts of this product would be ingested with normal handling and use. If significant amount of the product were ingested, symptoms as described for inhalation might occur. This product may cause irritation, mouth and throat bums and abdominal pains. The product can be aspirated (inhaled) into the lungs during ingestion or vomiting. Aspiration of even a small amount of liquid could result in a life threatening accumulation of fluid in the lungs. Severe lung damage (oedema), respiratory failure, cardiac arrest and death may result. (1) Xylene: Based on animal information, xylene is only slightly toxic by ingestion. (1) Asphalt: No information available. Effects of Long -Tena IChronIc) Exposure SKIN CONTACT: Xylene: Repeated contact can produce dermatitis (dryness and cracking) due to degreasing action. (1) Asphalt: Repeated or prolonged contact may cause irritation. (2) SKIN SENSITIZATION: Xylene: No conclusions can be drawn regarding the potential for xylene to produce allergic skin reactions. (1) INHALATION: Xylene: See effects described below. Asphalt: Exposure is not expected by this route of entry under normal product use. NERVOUS SYSTEM EFFECTS: Xylene: Long-term xylene exposure may cause harmful effects on the nervous systcm, but there is not enough information available to draw firm conclusions. (1) Asphalt: No information available. BLOOD EFFECTS: Xylene: Historical reports sometimes associate xylene exposure with certain blood effects, including leukemia, which are now known to be caused by benzene. Uncontaminated xylene is not known to cause these effects. Reduced blood platelet counts were observed in 12 of 27 men exposed to mixed xylene (unspecified composition) at a level up to 200 ppm. When exposure stopped, platelet counts returned to normal. There is insufficient information to draw any conclusions from this study. (1) Asphalt: No information available. SBS Modified Bitumen Elastic Cement Revision date: October 6, 2008 Page 2of7 SECTION III. POTENTIAL HEALTH EFFECTS LIVER AND KIDNEY EFFECTS: Xylene: A number of case reports and occupational studies have suggested that liver and kidney damage may result from long-term occupational exposure to xylenc. However, it is not possible to attribute these effects directly to xylene exposure because generally there was exposure to other chemicals at the same time, particularly other solvents, and there was no information provided on the exposure levels or duration of exposure. In a recent study, 175 employees were exposed to a mean xylene concentration of 21 ppm for an average of 7 years. Liver and kidney effects were not reported. Xylenes accounted for greater than 70% of the total exposure. (1) Asphalt: No information available. CARCINOGENICITY: Xylene: The International Agency for Research on Cancer (IARC) has concluded that this chemical is not classifiable as to its carcinogenicity to humans (Group 3). The American Conference of Governmental Industrial Hygienists (ACGIH) has designated this chemical as not classifiable as a human carcinogen (A4). The US National Toxicology Program (NTP) has not listed this chemical in its report on carcinogens. (1) Asphalt: The International Agency for Research on Cancer (IARC) has concluded that this chemical is not classifiable as to its carcinogenicity to humans. (2) TERATOGENICITY, EMBRYOTOXICITY, FETOTOXICITY: Xylene: Mixed xylenes are considered fetotoxic in humans. (1) Asphalt: No information available. REPRODUCTIVE TOXICITY: Xylene: The limited animal information available suggests that xylcncs do not cause reproductive effects. (1) Asphalt: No information available. MUTAGENICITY: Xylene: No conclusions can be drawn because of limitations such as small study populations and exposure to other chemicals at the same time. (1) Asphalt No information available. TOXICOLOGICALLY SYNERGISTIC MATERIALS: Xylene: Exposure to related solvents, such as benzene, toluene and ethanol (alcohol) slows the rate of clearance of xylenes from the body, thus enhancing its toxic effects. Exposure to xylene in combination with other solvents has had an additive effect with respect to harming the hearing of rats. (1) Asphalt: No information available. POTENTIAL FOR ACCUMULATION: Xylene: The three xylene isomers are readily absorbed by inhalation and ingestion and are widely distributed throughout the body. A small amount may be absorbed through the skin. Xylenes arc largely broken down by the liver and most of the absorbed material is rapidly excreted in the urine as breakdown products. Smaller amounts are eliminated unchanged in the exhaled air. There is low potential for accumulation. (1) Asphalt: No information available. SECTION IV. FIRST AID MEASURES SKIN CONTACT: Remove contaminated clothing. Wash thoroughly with soap and water. If irritation persists, get medical attention. EYE CONTACT: Flush thoroughly with water for at Ieast 15 minutes. If irritation persists, get medical attention. INHALATION: In case of gas or vapour inhalation, move victim to fresh air. If breathing is difficult, give oxygen. If breathing stops, give respiratory assistance. Obtain medical assistance. SWALLOWING: Do not induce vomiting. Immediately contact local poison control centre. Should vomiting occur, be sure to keep the victim's head below hips to avoid aspiration of vomit into the lungs. Maintain the victim at rest and obtain immediate medical attention. SECTION V. FIRE -FIGHTING MEASURES FLAMMABILITY: Flammable Liquid Class IC (NFPA) EXPLOSION DATA: Sensitivity to mechanical impact: No Sensitivity to static charge: Can accumulate static charge by flow FLASH POINT: 26°C (ASTM D-93) AUTO -IGNITION TEMPERATURE: 527°C (xylene) FLAMMABILITY LIMITS IN AIR: (% in volume) 1 - 7 (xylene) SBS Modified Bitumen Elastic Cement Revision date: October 6, 2008 Page 3 of 7 ISEC'IIOI'V V. FIRE -FIGHTING MEASURES FIRE AND EXPLOSION HAZARDS: This product and its vapours are easily ignited by heat, sparks or flames. Vapours may form explosive mixtures with air. Vapours arc heavier than air and may travel a considerable distance to a source of ignition and flash back to a leak or open container. The product may ignite on contact with strong oxidizing agents. Do not cut, puncture or weld empty containers. COMBUSTION PRODUCTS: Irritating and/or toxic gases or fumcs may be generated by thermal decomposition or combustion. Toxic and/or irritating gases or fumes can emanate from empty containers when submitted to high temperatures: CO, CO2, Aldehydes, ketone, acrolein, halogenated compound. FIRE FIGHTING INSTRUCTIONS: Evacuate arca. Wear self-contained breathing apparatus and appropriate protective clothing in accordance with standards. Approach fire from upwind and fight fire from maximum distance or use unmanned hose holders or monitor nozzles. Always stay away from containers because of the high risk of explosion. Stop leak before attempting to put out the fire. If leak cannot be stopped, and if there is no risk to the surrounding area, let the fire bum itself out. Move containers from fire area if this can be done without risk. Cool containers with flooding quantities of water until well after fire is out. MEANS OF EXTINCTION: Anti -alcohol or universal foam, dry chemical powder, CO2, sand. Use of water spray when fighting fire may be inefficient because of the low flashpoint of the product. SECTION NI. ACCIDENTAL RELEASE MEASURES RELEASE OR SPILL: Ventilate area. Wear appropriate protective equipment during cleanup. Eliminate all sources of ignition. Shut off source of leak if you can do it without risk. Contain the spill. Absorb or cover with dry earth, sand or other non-combustible material and transfer to containers. Sweep or shovel into containers with lids, use clean non -sparking tools to collect absorbed material. Cover and remove to appropriate well - ventilated area until disposal. Do not touch or walk through spilled material. Wash spill area with soap and water. Prevent entry into waterways, sewers, basements or confined areas. Dispose of this product according to local environmental regulations. SECTION VII. HANDLING AND STORAGE HANDLING: This product is flammable and toxic. Avoid contact with eyes, skin and clothing. Do not ingest. Avoid breathing mist, vapour or dust. Wash thoroughly after handling. Before handling, it is very important that ventilation controls are operating and protective equipment requirements are being followed. People working with this product would be properly trained regarding its hazards and its safe use. Eliminate all ignition sources (e.g. sparks, open flames, hot surfaces). Keep away from heat. Ground transfer containers to avoid static accumulation. Tightly reseal all partially used containers. Do not cut, puncture or weld empty containers. STORAGE: Store in a cool well -ventilated area out of direct sunlight and away from heat and ignition sources. Keep storage areas clear of combustible materials. No smoking near storage area. Store away from incompatible materials. Store the product according to occupational health and safety regulations and fire and building codes. Storage area should be clearly identified, clear of obstruction and accessible only to trained and authorized personnel. Inspect periodically for damage or leaks. Have appropriate fire extinguishers and spill clean-up equipment near storage area. Inspect all containers to make sure they are properly labelled. SECTION IX. PHYSICAL AND CHEMICAL PROPERTIES SECTION VOL EXPOSURE CONTROLS / PERSONAL PROTECTION HANDS: Wear gloves made from polyvinyl alcohol (PVA) or viton. RESPIRATORY: If the TLV is exceeded, if use is performed in a poorly ventilated confined area, use an approved respirator in accordance with standards. EYES: Wear chemical safety goggles in accordance with standards. OTHERS: Eye bath and safety shower. CONTROL OF VAPOURS: Local exhaust is needed to control vapour and dust level to below recommended limits. SECTION IX. PHYSICAL AND CHEMICAL PROPERTIES PHYSICAL STATE: Paste ODOUR AND APPEARANCE: Black paste with strong solvent odour ODOUR THRESHOLD: Not available VAPOUR DENSITY (air = 1): Heavier than air EVAPORATION RATE (Butyl acetate = 1): 0.7 (xylene) BOILING POINT (760 mm Hg): Not available FREEZING POINT: Not available SPECIFIC GRAVITY (1120 = 1): 1.12 kg(L SOLUBILITY IN WATER (20°C): Insoluble VOLATILE ORGANIC COMPOUND CONTENT (V.O.C.): 190 g!L VISCOSITY: 350 1/10 mm (Cone penetrability) SBS Modified Bitumen Elastic Cement Revision date: October 6, 2008 Page 4of7 SEC'rIOti Ti... .STABILITYAND `REAC' STABILITY: This material is stable. CONDITIONS OF REACTIVITY: Avoid excessive heat. INCOMPATIBILITY: Basis and strong oxidizing agents. Inorganic acids (Strong Lewis). HAZARDOUS DECOMPOSITION PRODUCT: None identified. HAZARDOUS POLYMERISATION: None SEC ON *L TSD CDLOGICM. LNFOR11�I ..._41 TOXICOLOGICAL DATA: Xylene: (1) LC50 (rat): 6350 ppm (4 -hour exposure) (unspecified isomers and ethylbcnzene) LD50 (oral, rat): 5400 mg/kg LD50 (dermal, rabbit): 12180 mg/kg; greater than 1700 mg/kg (mixed xylenes — undefined composition) Asphalt: Not available. Effects of Short -Term icuie) Exposure INHALATION: Xylene: The major effect of xylene inhalation is on the central nervous system (CNS). (1) Asphalt: No information available. _ EYE IRRITATION: Xylene: Xylene (mixed isomers) is a very mild cyc irritant. (1) Asphalt: No information available. SKIN IRRITATION: Xylene: Xylene (mixed isomers) is a moderate skin irritant. (1) Asphalt: No information available. Effects o1 Long -Term (Chic) Exposure TARGET ORGANS: Xykne: In general, animal studies have provided little evidence of damage to the liver, kidney or lungs, nor any other significant long-term health effects following long-term inhalation. (1) Asphalt: No information available. INGESTION: Xylene: No important findings were observed following oral administration. (1) CARCINOGENICITY: Xylene: The International Agency for Research on Cancer (IARC) has determined that there is inadequate evidence for carcinogenicity of xylene in animals. (1) Asphalt: No information available. REPRODUCTIVE EFFECTS: Xylene: No harmful reproductive effects were noted in males or females. (1) Asphalt: No information available. TERATOGENICITY, EMBRYOTOXICITY, FETOTOXICITY: Xylene: Mixed xylenes are considered fetotoxic, based on observations of reduced foetal weight, delayed ossification and persistent behavioural effects in the absence of maternal toxicity. (1) Asphalt: No information available. MUTAGENICITY: Xylene: Negative results have been consistently obtained in a variety of studies using live animals and cultured cells. (1) Asphalt: No information available. SECTION XII. ECOLOGIC'.,itI. INFORMATION ENVIRONMENTAL EFFECTS: Do not allow product or runoff from fire control to enter storm or sanitary sewers, lakes, rivers, streams, or public waterways. Block off drains and ditches. Provincial and federal regulations may require that environmental and/or other agencies be notified of a spill incident. Spill area must be cleaned and restored to original condition or to the satisfaction of authorities. May be harmful to aquatic life. SECTION XIII. DISPOS%L CONSIDERATIONS WASTE DISPOSAL: This product is listed as hazardous waste. Consult local, state, provincial or territory authorities to know disposal methods. Also listed as hazardous waste by the RCRA (USA); waste disposal as to follow EPA regulations. Do not dispose of waste with normal garbage or sewers systems. SBS Modified Bitumen Elastic Cement Revision date: October 6, 2008 Page 5 of 7 SECTION XIV. TRANSPORT INFORMATION WHMIS: Class B2: Flammable liquid (flash point below 37.8°C). Class D2A: Very toxic material causing other effects (xylene has teratogenicity and embryotoxicity effects). Class D2B: Toxic material causing other effects (asphalt and xylene have irritant effects). DSL: All constituents of this product are included on the Domestic Substances List (DSL — Canada). TSCA: All constituents of this product are included on the Toxic Substances Control Act Inventory (TSCA — United States). USA — California Proposition 65: None NAME OF PRODUCT: SBS Modified Bitumen Elastic Cement 'IDENTIFICATION NUMBER: UN 1133 CLASSIFICATION (TDG - DOT): Class 3 SHIPPING NAME: Adhesive CONTAINERS FOLLOW THE STANDARDS OF: Canada: CAN / CGSB-43.] 50-97 USA: CFR 49 parts 100 to 199 PACKING GROUP: III SECTIONtXV REGULATORY, INFORMATION WHMIS: Class B2: Flammable liquid (flash point below 37.8°C). Class D2A: Very toxic material causing other effects (xylene has teratogenicity and embryotoxicity effects). Class D2B: Toxic material causing other effects (asphalt and xylene have irritant effects). DSL: All constituents of this product are included on the Domestic Substances List (DSL — Canada). TSCA: All constituents of this product are included on the Toxic Substances Control Act Inventory (TSCA — United States). USA — California Proposition 65: None HMIS (USA): 2 111.\I.1 11 3 1:1 \.\I\1 \Itll 111 NFPA (USA): Flammability ,. Health . Reactivity Specific hazard 171PROTECTIVE EQUIPMENT 'SECTION;XVI.OTHER INFORMATION Glossary: ACGIH: American Conference of Governmental Industrial Hygienists ANSI: American National Standards Institute ASTM: American Society for Testing and Materials CAS: Chemical Abstract Services CFR: Code of Federal Regulations (United States) CSA: Canadian Standardisation Association DOT: Department of Transportation (United States) DSL: Domestic Substances List (Canada) EPA: Environmental Protection Agency (United States) HMIS: Hazardous Material Information System IARC: International Agency for Research on Cancer LC50: (Lethal concentration5o) Concentration of a substance in air that causes dead of 50% mortality of a defined animal population LD50: (Lethal dose) Single dose of a substance that, when administrated by a define route in an animal assay, is expected to cause the death of 50% of a defined animal population. NFPA: National Fire Protection Association (United States) NIOSH: National Institute for Occupational Safety and Health NTP: National Toxicology Program OSHA: Occupational Safety & Health Administration (United States) PEL: Permissible Exposure Limit RCRA: Resource Conservation and Recovery Act (United States) RTECS: Registry of Toxic Effects of Chemical Substances TDG: Transportation of Dangerous Goods TLV: Threshold Limit Value TWA: Time -weighted average TSCA: Toxic Substances Control Act (United States) WHMIS: Workplace Hazardous Materials Information System (Canada) References: (1) CHEMINFO (2008) Canadian Centre of Organisational Health and Safety, Hamilton (Ontario) Canada (2) Material Safety Data Sheet of the supplier. This MSDS has been prepared by: Marie -Claude Fontaine For more information: SOPREMA Canada 1-800-567-1492 The Material Safety Data Sheets of SOPREMA Canada are available on Internet at the following site: http://www.soprema.ca SBS Modtf ed Bitumen Elastic Cement Revision date: October 6, 2008 Page 6 of 7 8 CTION X', OTHER 1N11ORMATION Justification of the update: _" "` • Modification of the Exposure Limit. (Section 1I) • Addition of the symbols. (Section XV) This MSDS contains all the information required by ANSI Z-400.1-1998 standard (United States), by regulation 29 CFR Part 1910.1200 of the Hazard Communication Standard of OSHA, and is in accordance with standard DORS/88-66 OF WHMIS Canada. To the best of our knowledge, the information contained herein is accurate. However, neither the above named supplier or any of its subsidiaries assumes 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 used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards that exist. SBS Modified Bitumen Elastic Cement Revision date: October 6, 2008 Page 7 of 7 **last° MATERIAL SAFETY DATA SHEET Section 1 P-3 1aks HMIS H ■ 1 F ■ 0 R = 0 PPE = See Section 8 Manufacturer: Address: Emergency Phone No.: Product Class: Trade Name: Chemical Names and Family: Product Use: Formula: CAS # (Chemical Abstract Service): Siplast, an (copal Group Company (800) 643.1591 or (800) 922-8800 1000 E. Rochelle Blvd., Irving, TX 75062 CHEMTREC, (800) 424-9300 (U.S.), (703) 527-3887 (outside of U.S.) Lightweight Concrete Decks Zono-PatchTM Calcium Aluminate, Gypsum, Expanded Perlite, & Expanded Vermiculite Preformulated Mixture for Lightweight Concrete Decks Blend of Calcium Aluminate, Gypsum, & Expanded Mineral Aggregates Mixture -Not applicable Transportation Hazard Classification United States DOT Proper Shipping Name: Hazard Class: Identification #: Label(s) Required: Surface Freight Classification: Not applicable Nonhazardous Not applicable Not applicable Vermiculite other than crude Section 11- Ingredients Rev 9/2011 EXPOSURE LIMITS INGREDIENT OSHA PEL ACGIH TLV Calcium Aluminate mixture Up to 57% by weight Total dust exposure Calcium Aluminate CAS #12042-88-1 Calcium Dialuminate CAS #12004-08-9 Tetracalcium Aluminoferrite CAS #12068-35-8 Dicalcium Aluminosilicate CAS #12068-46-1 Calcium Aluminosulfate CAS #12004-11-4 5 mg/m3 10 mg/m3 Gypsum (calcium sulfate) CAS #7778-18-9 Up to 26% by weight Respirable dust Total dust 5 mg/m3 15 mg/m3 10 mg/m3 Perlite Volcanic Glass CAS #73763-70-3 Total dust Vermiculite Up to 10% by weight Altered Mica Material CAS #1318-00-9 Aluminum Magnesium Sulfate N/A N/A N/A 10 mg/m3 N/A N/A Rev 9/2011 Trade Name: Zeno -Patch"' Page Tao Trace Elements Due to the use of substances mined from the earth's crust, trace amounts of naturally occurring, potentially harmful constituents may be detected during chemical analysis. Calcium aluminate cement may contain up to 0.75% insoluble residue. A small amount of this residue includes free crystalline and heavy metals. Section 111- Physical Data Boiling Point: Not applicable Evaporation Rate (Butyl Acetate = 1): Not applicable % Volatile by Volume: Not applicable Vapor Pressure (mm Hg.): Not applicable Vapor Density (AIR =1): Not applicable Solubility in Water. Negligible Bulk Density (Ib./cu. ft): 8-12 Appearance and Odor. Gray free flowing aggregate. Earthy odor. Odor Threshold: None established pH: In water 10-11 Specific Gravity (H20=1): 3.15 Section P/ - Fire and Explosion Data Flash Point: None Method Used: Not applicable Flammable Limits: LEL: Not applicable UEL: Not applicable N.F.P.A. Rating: Not applicable Extinguishing Media: Not applicable Special Procedures: None Unusual Hazards: None known Section V - Health Hazard Data Emergency Overview This product is a light gray powder that poses little immediate hazard. A single short-term exposure to the dry powder is not likely to cause serious harm. However, exposure of sufficient duration to the material mixed with water can cause serious, potentially Irreversible tissue (skin or eye) destruction in the form of chemical (caustic) bums, including third degree bums. The same type of tissue destruction can occur if wet or moist areas of the body are exposed for sufficient duration to the dry product Rev 912011 Potential Health Effects Relevant Routes of Exposure: Eye contact, skin contact, inhalation, and ingestion. EYE CONTACT: Exposure to alrbome dust may cause immediate or delayed irritation or Inflammation. Eye contact by larger amounts of dry powder or splashes of wet product slurry may cause effects ranging from moderate eye irritation to chemical bums and blindness. Such exposures require immediate first aid and medical attention to prevent significant damage to the eye. SKIN CONTACT: Discomfort or pain cannot be relied upon to alert a person to a hazardous skin exposure. Consequently, the only effective means of avoiding skin injury or illness involves minimizing skin contact, particularly contact with wet product slurry. Exposed persons may not feel discomfort until hours after the exposure has ended and significant injury has occurred. Exposure to dry product may cause drying of the skin with consequent mild irritation or more significant effects attributable to aggravation of other conditions. Dry product contacting wet skin or exposure to moist product or wet slurry may cause more severe skin effects including thickening, cracking or fissuring of the skin. Prolonged exposure can cause severe skin damage in the form of (caustic) chemical bums. Some Individuals may exhibit an allergic response upon exposure to this product, possibly due to trace amounts of chromium. The response may appear in a variety of forms ranging from mild rash to severe skin ulcers. Persons already sensitized may react to their first contact with the product. Other persons may first experience this effect after years of contact with this product. EXPOSURE LIMITS INGREDIENT OSHA PEL ACGIH TLV Crystalline silica CAS #14808-60-7 Respirable dust 0.1 mg/m3 0.1 mg/m3 Trace Elements Due to the use of substances mined from the earth's crust, trace amounts of naturally occurring, potentially harmful constituents may be detected during chemical analysis. Calcium aluminate cement may contain up to 0.75% insoluble residue. A small amount of this residue includes free crystalline and heavy metals. Section 111- Physical Data Boiling Point: Not applicable Evaporation Rate (Butyl Acetate = 1): Not applicable % Volatile by Volume: Not applicable Vapor Pressure (mm Hg.): Not applicable Vapor Density (AIR =1): Not applicable Solubility in Water. Negligible Bulk Density (Ib./cu. ft): 8-12 Appearance and Odor. Gray free flowing aggregate. Earthy odor. Odor Threshold: None established pH: In water 10-11 Specific Gravity (H20=1): 3.15 Section P/ - Fire and Explosion Data Flash Point: None Method Used: Not applicable Flammable Limits: LEL: Not applicable UEL: Not applicable N.F.P.A. Rating: Not applicable Extinguishing Media: Not applicable Special Procedures: None Unusual Hazards: None known Section V - Health Hazard Data Emergency Overview This product is a light gray powder that poses little immediate hazard. A single short-term exposure to the dry powder is not likely to cause serious harm. However, exposure of sufficient duration to the material mixed with water can cause serious, potentially Irreversible tissue (skin or eye) destruction in the form of chemical (caustic) bums, including third degree bums. The same type of tissue destruction can occur if wet or moist areas of the body are exposed for sufficient duration to the dry product Rev 912011 Potential Health Effects Relevant Routes of Exposure: Eye contact, skin contact, inhalation, and ingestion. EYE CONTACT: Exposure to alrbome dust may cause immediate or delayed irritation or Inflammation. Eye contact by larger amounts of dry powder or splashes of wet product slurry may cause effects ranging from moderate eye irritation to chemical bums and blindness. Such exposures require immediate first aid and medical attention to prevent significant damage to the eye. SKIN CONTACT: Discomfort or pain cannot be relied upon to alert a person to a hazardous skin exposure. Consequently, the only effective means of avoiding skin injury or illness involves minimizing skin contact, particularly contact with wet product slurry. Exposed persons may not feel discomfort until hours after the exposure has ended and significant injury has occurred. Exposure to dry product may cause drying of the skin with consequent mild irritation or more significant effects attributable to aggravation of other conditions. Dry product contacting wet skin or exposure to moist product or wet slurry may cause more severe skin effects including thickening, cracking or fissuring of the skin. Prolonged exposure can cause severe skin damage in the form of (caustic) chemical bums. Some Individuals may exhibit an allergic response upon exposure to this product, possibly due to trace amounts of chromium. The response may appear in a variety of forms ranging from mild rash to severe skin ulcers. Persons already sensitized may react to their first contact with the product. Other persons may first experience this effect after years of contact with this product. Trade Name: Zono-PatchTM Page Three INHALATION: This product may contain trace amounts of free crystalline silica. Prolonged exposure to respirable free crystalline silica may aggravate other lung conditions. It also may cause delayed lung injury including silicosis, a disabling and potentially fatal lung disease, and/or other diseases. (Also, 'Carcinogenic potential' below.) Exposure to this product may cause irritation to the moist membranes of the nose, throat, and upper respiratory system. It may also leave unpleasant deposits in the nose. INGESTION: Although small quantities of dust are not known to be harmful, ill effects are possible if larger quantities are consumed. This product should not be eaten. This product will harden on contact with water. See physician Immediately if symptoms occur. This product is not listed as a carcinogen by NTP, OSHA, or IARC. It may, however, contain trace amounts of substances listed as carcinogens by these organizations. Crystalline silica, a potential trace level contaminant in this product, is not listed as a carcinogen by the Occupational Safety and Health Administration (OSHA). IARC has designated crystalline silica as carcinogenic to humans (Group 1). The NTP indicates that crystalline silica is reasonably anticipated to be a carcinogen (Group 2). Medical conditions which may be aggravated by inhalation or dermal exposure: Pre-existing upper respiratory and lung diseases. Section Vi - Reactivity Data Stability: Stable X Unstable Conditions to Avoid: Unintentional contact with water. Hazardous Decomposition or Byproducts: See Section 10 Hazardous Polymerization: May occur _ Will not occur X Section VII - Spill & Disposal Information - U.S. Only Observing the above precautions, sweep up or shovel spilled material and place in suitable containers for recycle or disposal. Dampen with water spray or use other methods to clean spill which avoid creating dust. Rev 912011 Discard empty packaging promptly. Avoid excessive handling of empty packaging, which may result in unnecessary release of airborne particulates. Do not wash Zono-Patch down drains. Allow materials to °dry' before disposal. Section VIII - Special Protection Information Wamino Statements: CAUTION! MAY CAUSE SLIGHT IRRITATION. Product contains vermiculite (CAS # 1318-00-9) and quartz (crystalline silica (CAS # 14808-60-7). Eye contact may cause minor physical irritation. Inhalation of dust may cause upper respiratory irritation with coughing and sneezing. Long-term exposure to airbome respirable quartz (crystalline silica) dust can decrease lung function and create risk of silicosis, pneumoconiosis, lung cancer and other lung disease. Precautionary Measures: Avoid contact with eyes. Avoid creating and Inhaling dust. Provide adequate ventilation and respiratory protection. Equip mixers with dust covers. Respiratory Protection: Wear a NIOSH approved (Type TC -21C -XXX) dust respirator to prevent exposures above the limits specified in Section II. Ventilation: Use in well -ventilated area. Local Exhaust: Not generally required, but should be used where available. Mechanical: Not generally required, but should be used where available. Special: None Other. None Skin Protection: Gloves recommended. Eye Protection: Goggles recommended where exposure to excessive dust Is likely. Other Protective Clothing or Equipment: Normal work clothes. Work/Hygienic Practices: Use bag opening and disposal which minimizes dust release. Equip mixers with dust covers. Trade Name: Zono-PatchTM Page Four Section IX - Emergency and First Aid Procedures EYES: In case of eye contact, do not rub eyes. Flush eyes with plenty of water while holding eyelids apart. If irritation, blinking or tearing occur and persist, consult a physician. SWALLOWED: Although small quantities of dust are not known to be harmful, ill effects are possible if larger quantities are consumed. This product should not be eaten. This product will harden on contact with water. See physician immediately If symptoms occur. INHALATION: If inhaled, get fresh air. If symptoms persist, consult a physician. Section X - Govemment Reporting Information - U.S. Only SARA Title 111 Reporting Information: Tier 1 & II Hazard Categories: Delayed - chronic, Immediate - acute Contains Extremely Hazardous - SARA 111 Section 302 Ingredient No Contains Toxic Chemical Release - SARA III Section 313 Ingredient: No California Proposition 65: Product sold in the state of California is labeled to comply with Proposition 65. Non -hazardous Ingredient Disclosure: Water STATUS UNDER USDOL-OSHA HAZARD COMMUNICATION RULE, 29 CFR 1910.1200 Calcium aluminate cement Is considered a °hazardous chemical° under this regulation, and should be part of any hazard communication program. STATUS UNDER CERCLA/SUPERFUND, 40 CRF 117 AND 302 — Not listed. HAZARD CATEGORY UNDER SARA (TITLE III), SECTION 311 AND 312 — Calcium aluminate cement qualifies as "hazardous substance° with delayed health effects. STATUS UNDER SARA (TITLE III), SECTION 313 Not subject to reporting requirements under Section 313. STATUS UNDER TSCA (AS OF MAY 1997) Calcium aluminate cement is on the TSCA Inventory list. STATUS UNDER THE FEDERAL HAZARDOUS SUBSTANCES ACT — Calcium aluminate cement is a "hazardous substance° subject to statues promulgated under the subject act. STATUS UNDER CALIFORNIA PROPOSITION 65 This product contains chemicals (trace metals) known to the State of California to cause cancer, birth defects or other reproductive harm. Califomia law requires the manufacturer to give the above waming In the absence of definitive testing to prove that the defined risks do not exist. STATUS UNDER CANADIAN ENVIRONMENTAL PROTECTION ACT — Not listed. STATUS WHMIS Calcium aluminate cement is considered to be a hazardous material under the Hazardous Products Act as defined by the Controlled Products Regulations (Class D2A.E — Corrosive Material) and is therefore subject to the labeling and MSDS requirements of the Workplace Hazardous Materials Information System (WHMIS). The data included herein are presented according to Slpiasrs practices current at the time of preparation hereof, are made available solely for the consideration, investigation and verification of the original recipients hereof and do not constitute a representation or warranty for which Siplast assumes legal responsibility. It is the responsibility of a recipient of this data to remain currently informed on chemical hazard Information, to design end update its ovm program and to comply with all national, federal, state and local Taws and regulations applicable to safety, occupational health, right -to -know and environmental protection. Rev W2011 SOOPER1101• MATERIAL SAFETY DATA SHEET P-6, 7,1 es 9f II fir>Ds CN pis) SBS MODIFIED BITUMEN WATERPROOFING MEMBRANE Disponible en franca& WHMIS PROTECTIVE CLOTHING TRANSPORT OF DANGEROUS GOODS Not regulated CAS # Not regulated SECTION I. CHEMICAL PRODUCT,_4ND COMPANY IDENTIFICATION Trade names: Use: Antirock, Baml, Colpbene, Colply, Colvent, Elasto, Elestobase, Elastoma, Environap, EPS Flam Stick, G -Vent, Lastobond, M-Expaess, M-SBase, astred Soo G. Pwimet'R, Sopraeshavent, Sopmfix, Sopcafash, Sopa 0, Sopaa G2, Sop.aglass, Sopraguard, Sopra IV, Sopralomk Sopralap, Sopralast, Steel , 3opraply, Soprascal, Saprasolin, Soprano., Sopmstick, Sopratapo, Soi vap'R. Sopra VI, S9urawe!]6 Sopre nium, Umlay. Membranes are used for all types of roofing needs, air barrier and waterproofing protection. Idaattfsctue. s : Soprema Canada Soprema Inc. Soprema USA Soprema Gulfport 1675 Haggerty Street 44955 Yale Road West 310 Quadrat Drive 12251 Seaway Road Drummondville (Quebec) J2C 5P7 CblWwack (B. -C.) V2R 4113 Wadsworth (Ohio) 44281 Gulfport (Mhululppi) 39503 CANADA CANADA UNITED STATES UNITED STATES Tel.: (819) 478-8163 TeL: (604) 793-7100 TeL: (800) 356-3521 TeL: (228) 701-1900 n cas d'uraence : SOPREMA (8:00am to 5:OOpm): (800) 567-1492 CANUTEC (Canada) (24h.): (613) 996-6666 CHEMTREC (USA) (24h.): (800) 424-9300 EMERGENCY OVERVIEWI!! Bitumen membrane. Asphalt odour. Under normal use, this product Is not expected to create any health or environmental hazard- Inhalation of dust or' of asphalt fames can caue a respiratory irritation and/or a congestion. WARNING! Thh: product may contain sabstaaces known by the State of California that could cense cancer (asphalt, crystalline silica, fibreglass, antimony trioxide). SECTION* H. COMPOSITION AND 1NFORMATIOI4AN DANGEROUS INGREDIENTS NAME CAS # % WEIGHT I EXPOSURE LIMIT (ACGIH) TLV -TWA 1 TLV -STEL BITUMINOUS BLEND Bitumen 8052-42-4 30-70 0.5 mg/m' Asphalt fumes Not established Self-adhesive membranes contain: Highly hydrotreated naphthenic oil' 64742-52-5 10-30 Not established Not established Caklum Carbonate' 471-34-1 0-40 10 mg/m' Not established Styrene butadiene copolymer' 9003-55-8 0-15 10 mg/m' Not established FR products contain: Calcium borate' FR Plus products contain: Antimony Trioxide' Decabromodlphenyl Oxide' 1318-33-8 1309-64-4 1163-19-5 7-15 1-5 1-5 10 mg/m' 0.5 mg/m3 10 mg/m' Not established Not established Not established REINFORCEMENT Some products may contain fibre glass, polyester or a mix of glass grid and polyester. P , ester mat' N/A 1-7 Not established Not established Fibre glass mat Contains: Fibre glass filament' N/A 6599747-3 1-7 _ 0,5-7 Not established I tree Not established Not established UNDERFACE AND SURFACE Some membranes are protected by sand, talc, mineral granule, silicone paper, polyethylene or polypropylene film, aluminium, copper or stainless steel foil. Silicone paper N/A 6-20. Not established Not established Polypropylene film N/A 2-10 Not established Not established Polyethylene film 9002-88-4 2-10 Not established Not established Aluminium, copper or stainless steel foil N/A 4-15 Not established Not established Sand Contains: Crystalline siliea2 N/A 14808-60-7 7-13 7-13 0.1 mg/m3 0.1 mg/m' Not established Not established Talc 14807-96-6 7-13 Not established Not established Coloured granules Contains: Crystalline silica' N/A 14808-60-7 _ 15-40 < 12 Not established _ 0.1 mg/m' Not established Not established 1. The exposure to the product above the limits of exposure is not likely to occur considering its form (incorporated in the mixture) and the provided use. The limit of exposure is given for reference only. 2. A proportion of crystalline silica can be present in the sand sprinkled on the top of some membranes. The crystalline silica contained in the sand is not likely to be found in the ambient air in concentration above the limit of exposure since the sand adheres to the surface of the membrane. SBS ModefiedBitumen WataproofingMembnane Revision date: December 19, 2008 Page 1 of4 SECTION V, IF F-MGHFING MEASURES I SECTION M. POTElNTIAI.. HE Elects of short teem (acute) exposure SKIN CONTACT: The product can cause a mechanical irritation of the skin because of its rough surface. If the membrane is torch -applied, asphalt fumes can cause skin irritation. The asphalt fumes can cause an imitation of the skin. The contact with this product at high temperature can cause thermal burns. EYE CONTACT: The product is not likely to cause effects to the eyes. If the membrane is torch -applied, asphalt fumes can be emitted of the product and cause irritations, redness and conjunctivitis to the eyes. The contact with this product at high temperature can cause thermal bums. INHALATION: The product is not likely to cause effects on the respiratory system. If the membrane is torch -applied, asphalt fumes can be emitted of the product and cause irritations to the nose, the throat and the respiratory tracts, tiredness, headaches, dizziness, nauseas and insomnia. INGESTION: Exposure is not likely to occur by this mute of entry under normal use of the product. E11ects of long terra (chromic) exposure SKIN CONTACT: The repeated or prolonged contact can cause irritation. If the membrane is torch -applied, asphalt filmes can be emitted. The Tong -term exposure to the asphalt fumes can cause changes of the pigmentation of the skin which can be worsened by the exposure to the sun. (1) INHALATION: If the membrane is torch -applied, asphalt fumes can be inhaled. No data on chronic effects of the exposure to asphalt fumes on the lungs. CARCINOGENICITY: Due to the product form, exposure to hazardous dusts or fumes is not expected to occur. Information on carcinogenicity is given for reference only. This product is not classifiable as a carcinogen. Asphalt: According to the International Agency for Research on Cancer (IARC): not classifiable as to its carcinogenicity to humans. Epidemiological studies of roofers have generally demonstrated an excess of lung cancer in these workers. However, it is unclear to what extent these cancers may be attributable to asphalt exposures during roofing operations, since in the past, roofers have been exposed to coal tar and asbestos, which are known human lung carcinogens. Trace amounts of polynuclear aromatic hydrocarbons (PAHs) may be present in some asphalts and can be released upon excessive heating. Some of these PAHs have been identified as having the potential to induce carcinogenic and reproductive health effects. (2) Crystalline Silica: Breathable crystalline silica from sand is not expected to be released, sand is adhered to product. According to IARC, crystalline silica is carcinogenic for human by inhalation. (3) Fibreglass Filament: Fibreglass is not expected to be released. In 2001, IARC classified fibreglass as Group 3 "not classifiable as to its carcinogenicity to humans". The American Conference of Governmental Industrial Hygienists (ACGIH) and the National Toxicology Program (NTP) classify the product in Group 2B (possibly carcinogenic to humans) based on studies in which animals were injected with large quantities of fibreglass. Decabromodiphenyl Oxide: According to IARC: Group 3 (limited evidence for carcinogenicity in experimental animals and no human data). According to NTP: not listed as a carcinogen. (1) Antimony Trioxide: According to IARC: Group 2B (possibly carcinogenic to humans). (1) No information available about the other products. TERATOGENICITY, EMBRIOTOXICITY, FETOTOXICITY: No information available. REPRODUCTIVE TOXICITY: No information available. MUTAGENICITY: No information available. TOXICOLOGICALLY SYNERGISTIC MATERIALS: No information available. POTENTIAL ACCUMULATION: No information available. 1 SECTION IV. FIRST MEASURES SKIN CONTACT: If there is presence of dust on the skin, wash gently with water and soap. In the event of contact with the product melted, do not try to remove the product of the affected area and rinse the area affected in cold water. Obtain immediate medical attention. At the end of each working day, clean all the parts of the body which came into contact with asphalt fumes. Clean the clothing contaminated by the asphalt fumes. EYE CONTACT: Flush eyes with water for at least 15 minutes while holding eyelids open. Do not attempt to remove material from affected area without medical assistance. Obtain immediate medical attention. INHALATION: Remove victim from contaminated place and restore breathing, if required. INGESTION: The ingestion of this product is not very likely to occur. FLAMMABILITY: Not applicable EXPLOSION DATA: Not applicable FLASH POINT: Not applicable AUTO -IGNITION TEMPERATURE: Not applicable FLAMMABILITY LIMITS IN AIR: (% in volume) Not applicable FIRE AND EXPLOSION HAZARDS: Asphalt fumes are flammable. Torch, used to weld waterproofing membranes, can produce temperatures beyond 1100°C (2000°F). Avoid all contact with materials sensitive to these temperatures, as lead or plastic materials. Never work in an enclosed area where gas can accumulate. Shield air conditioning units and other protrusions on the roof with perlite panels or similar material when using the torch around thein. Never use torch(es): - When substrate(s) have been recently covered by solvent -based products (wait until it is dry). - Near any combustible materials. - Close to containers containing flammable liquids or materials (keep open flame at least 3 m [10'] away). - Directly on combustible substrate or insulation. Voids, holes or gaps in substrate or located nearby the welding zone can be protected against flame penetration. Particular precautions must be taken to keep combustible or heat sensitive insulation away from the torch flame. If wood fibre panels must be installed, use fireproof panels. Avoid presence of combustible materials near open flame. At all times and especially when leaving job site, make sure that there is no smouldering or concealed fire. In that case, strictly follow the safety measures. Job planning must allow for employee presence on the mof at least one hour after torch application. At the end of every day, use a SBS Modified Bitumen Waterproofing Membrane Revision date: December 19, 2008 Page 2 of 4 SEC TTOIV IX' PHYSICAL AND CHEMICAL PROPERTIES 1 heat detector gun to discover any unusually hot surface. Always have one ABC fire extinguisher on hand, filled and in perfect working order near each torch. COMBUSTION PRODUCTS: Buming of' this material will produce thick black smoke. Irritating and/or toxic gases including Hydrogen Sulphide and Sulphur Dioxide, traces of metallic fumes may be generated by thermal decomposition or combustion. FIRE FIGHTING INSTRUCTIONS: Evacuate the area. Wear self-contained breathing apparatus and appropriate protective clothing in accordance with standards. Approach fire from upwind and fight fire from maximum distance or use unmanned hose holders or monitor nozzles. Always stay away from the containers at the time of the fire considering the high risk of explosion. Move the rolls of membrane from fire area if it can be done without risk. Cool the rolls of membrane with flooding quantities of water until well after fire is out. EXTINGUISHING MEDIA: Foam, CO2, sand, chemical powder. L_SECIION VL ACCIDENTAL RELEASE MLASI RES RELEASE OR SPILL: If hot material is spilled, allow enough time to cool completely and remove to a container for disposal. Wear appropriate breathing apparatus (if applicable) and protective clothing. Notify appropriate environmental agencies. Wash spill area with soap and water. Dispose of this material according to local environmental regulations. SECTION VH. HANDLING AND STORAGE. HANDLING: Soprema's products must be applied by qualified applicators who have received an adequate training, for the prevention and the protection (in particular for the use of the extinguishers) against accidents caused by use of combustible or flammable materials, of liquefied propane gas, open flame, and their material of installation. The present recommendations must be imperatively related to the knowledge of the employees before the application of the products to the building site. Check the construction and the composition of the systems of roof and the walls before welding. Ensure of the cleanliness of the places (debris). Precautions of the use of the torch: Use only proper torching equipment in perfect working order, C.S.A. certified. Never modify torching equipment. Use only proper hoses suited for propane gas of less than 15 m (50'). Verify and tighten all the connections before the use of the equipment. Do not light the torch if a propane odour is present. Never seek a leak with a flame. Use a torch whose gas output is adjustable with stopping device. Follow the specifications, notices and documentations of the manufacturers. STORAGE: Flashings must be stored in such a way to prevent any creasing, twisting, scratches and other damages of the roof. The materials must be protected adequately and stored permanently away from flames or welding sparks, protected from bad weather and any harmful substances. Store self-adhesive membranes away from the sun. SECTION 'SOL EXPOSURE CONTROLS / PERSONAL PROTECTION HANDS: Wear resistant gloves. RESPIRATORY: If the TLV for dust is exceeded, if use is performed in a poorly ventilated confined area, use an approved respirator in accordance with standards. EYES: Wear safety goggles in accordance with standards. BODY: Wear adequate protective clothes. Do not wear synthetic fabric. Remove clothing contaminated with solvents. OTHERS: Eye bath and safety shower. STABILITY: This material is stable. CONDITIONS OF REACTIVITY: Avoid excessive heat. INCOMPATIBILITY: Acid and strong basis and organic solvents and greasy substances. HAZARDOUS DECOMPOSITION PRODUCTS: None identified. HAZARDOUS POLYMERISATION: None. PHYSICAL STATE: Solid ODOUR AND APPEARANCE: Black membrane with asphalt odour ODOUR THRESHOLD: Not available VAPOUR PRESSURE (20°C): Not applicable VAPOUR DENSITY (air = 1): Not applicable EVAPORATION RATE (Butyl acetate ,• 1): Not applicable BOILING POINT (760 mm Hg): Not applicable FREEZING POINT: Not applicable SPECIFIC GRAVITY (1120 = 1): Variable SOLUBILITY IN WATER (20°C): None VOLATIL ORGANIC COMPOUND CONTENT (V.O.C.): Not applicable Not applicable VISCOSITY: SECTION X. STABILI rk AND REACTIVITY r SECTION XI. TOXICOLOGICAL INFORMATION t. TOXICOLOGICAL DATA: Antimony Trioxide: (I) LD50 (oral, rat): Decabromodiphenyl Oxide: (1) LC50 (rat): LD50 (oral, rat): LD50 (dermal, rabbit): > 20 000 mg/kg > 50 mg/kg > 5 000 mg/kg = 2 000 mg/kg No information available on the other products. Effects ofShort--Tent, (Acute) Exposure No information available. Effects eJLong-Teras (Chronic) Exposure CARCINOGENICITY: Asphalt: Data from experimental studies in animals and cultured mammalian cells indicate that laboratory -generated roofing asphalt fume condensates are genotoxic and cause skin tumours. (2) Crystalline Silica: Several studies have shown an increased incidence of lung tumours in rats exposed to quartz by inhalation for up to 2 years. IARC has determined that there is sufficient evidence that quartz is carcinogenic to experimental animals. (3) Antimony Trioxide: USEPA and CaIEPA concluded that the studies done on this product are inadequate for use in quantitative cancer risk assessment. (1) Highly Hydrotreated Naphthenic Oil: No study on the human and the animals made it possible to classify naphthenic oils highly hydrotreated as carcinogen (IARC, 1984). (1) No information available about the other products.. REPRODUCTIVE EFFECTS: No information available. TERATOGENICITY, EMBRYOTOXICITY, FETOTOXICITY: No information available. MUTAGENICITY: Crystalline Silica: None according to the available information. No information available about the other products.. SRS Modified Bitumen Waterproofing Membrane Revision date: December 19, 2008 Page 3 of 4 1 SYNERGISTIC MATERIALS: Tobacco smoke increases the effects of silica dust on respiratory system. Simultaneous exposure to known carcinogens as benzo (a), pyrene, can increase the carcinogenicity of crystalline silica. SECTION .XII. ECOLOGICAL INFORMATION ENVIRONMENTAL EFFECTS: No data. BIODEGRADABILITY: This product is not biodegradable. No possible bioaccumulation and unlikely bioconcentration in the food chain. SECTION MIL DISPOSAL CONSIDERATIONS WASTE DISPOSAL: This product is not hazardous waste. Consult local, provincial, territory or state authorities to know disposal methods. This material is not listed by the EPA as hazardous waste according to the Resource Conservation and Recovery Act (RCRA) of the United States. No Environmental Protection Agency (EPA) waste numbers are applicable for this product. SECTION XIV. TRANSPORT INFORMATION This product is not regulated by Department of Transportation (DOT) and Transportation Dangerous Goods (TDG). SECTION XV . REGULATORY INFORMATION WHMIS: DSL: TSCA: This product is not regulated by WHMIS. All constituents of this product are included in the Domestic Substances List (Canada). All constituents of this product are listed on the Toxic Substances Control Act Inventory (TSCA - United States). HMIS (USA : health• 1 I znttiiittttlili Protective w ent: 11 11 eat ill I littnntalh111a: is Instabiti : 0 SECTION XVI, OTHER INFORMATION Glossary: ANSI: CAS: CFR: LD50/CL50: HMIS: IARC: NIOSH: NFPA: OSHA: SARA: TLV: TWA: WHMIS: American National Standards Institute Chemical Abstract Services Code of Federal Regulations Less high lethal dose and lethal concentration published Hazardous Material Information System International Agency for Research on Cancer National Institute for Occupational Safety and Health National Fire Protection Association Occupational Safety & Health Administration Superfund Amendments and Reorganization Act Threshold Limit Value Time -weighted average Workplace Hazardous Materials Information System References: Material Safety Data Sheet flora the supplier NIOSH (2001) Hazard Review, Health Effects of Occupational Exposure to Asphalt. U.S. Department of Health and Human Service, Centers for Disease Control and Prevention, National Institute for Occupational Safety and Health, DHHS (NIOSH) Publication No. 2001-110. CHEMINFO (2008) Canadian Centre of Organisational Health and Safety, Hamilton (Ontario) Canada (3) Code of MSDS: CA U DRU SS FS 044 This MSDS prepared by: Marie -Claude Fontaine mefontaine@ sonrema. ca For information: 1-800-567-1492 The Material Safety Data Sheets of SOPREMA are available an Internet at the following site: http:/rwww.soprema.ca Update justification: • Modification of the format. • Addition of Gulfport plant. This MSDS contains all the information required by ANSI Z-400.1-1998 standard (United States), by regulation 29 CFR Part 1910.1200 of the Hazard Communication Standard of OSHA, and is in accordance with standard DORS/88-66 OF WHMIS Canada. To the best of our knowledge, the information contained herein is accurate. However, neither the above named supplier nor any of its subsidiaries assumes 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. Ali materials may present unknown hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards that exbt. SBS Modified Bitumen Waterproofing Membrane Revision date: December 19, 2008 Page 4 of 4 Johns Manville Material Name: Roofing Accessories P -1z MS).$ C H pa s� Safety Data Sheet ID: 3201 Section 1 - Product and Company Identification Hazard Label None Required Company Information Johns Manville Roofing Systems P.O. Box 5108 Denver, CO 80127 USA Trade Names: AlumaWeld RetroDrain; CD -10 Fasteners & Plates; DyneTred & DynaTred Plus Walkway Pads; EPDM Splice Tabs, Uncured; Expand -O -Flash® Expansion Joint Covers; Expand -O -Gard® Expansion Joints & Transitions; Extra High Load Fasteners and Plates; Rex -i -Drain®; Foil Tape; FP -10 One Way® Vents; Hercules RetroDrain; Heavy Durty TPO RetroDrain; High Load ASAP Fasteners; High Load Fasteners and Plates; Intersections & Transition Details; JM EPDM Comers (inside & outside); JM EPDM Membrane Battens; JM EPDM Metal/Membrane Flashing; JM EPDM Penetration Pan; JM Single Ply Termination Systems; JM Polyester Mat Protection Slipsheet; JM TPO & TPO Extra Fastening System; Telephone: 303-978-2000 8:OOAM-5:OOPM M -F Internet Address: http://www.jm.com Emergency 800-424-9300 (Chemtrec, In English) LWC CR Base Sheet Fasteners; NTB Fasteners; PC/PET RetroDrain; Polymer Auger Fasteners; Pre -Cut Cricket Pre -Cut Miter, Presto Lock® Fascia & Coping Systems; Presto Stop ° Systems; Presto -Them' Fascia System; PVC Fasteners (Pitch Pocket, Termination Bars); RetroDrain®; Single Ply All Purpose Fasteners; SPM® Fasteners, Bars, Disks, & Plates; Structural Concrete Deck Fasteners; SuperOome RetroDrain; UTA Application Cart; UltraFast®: Fasteners & Plates, ASAP Fasteners, Pre - Assembled Fasteners; Ultrafast® Plus Plate U -Flow Screwdriver; UltraLok U; USII RetroDrain Section 2 - Hazards Identification Emergency Overview Under normal conditions of use and handling, this product Is not expected to create any health or safety hazards. Inhalation Not expected under normal conditions of use. Skin Not expected under normal conditions of use. Ingestion Not expected under normal conditions of use. Eyes Not expected under normal conditions of use. Section 3 - Composition/information on Ingredients General Product Description Various shapes, designs and colors with metal and rubber parts. Section 4 - First Aid Measures First Aid: Inhalation None required First Aid: Skin None required First Aid: Ingestion None required First Aid: Eyes None required Page 1 of 4 Issue Date: 01/17/2013 Revision: 1.0013 Material Name: Roofing Accessories Safety Data Sheet ID: 3201 Section 5 - Fire Fighting Measures Flash Point: Not applicable Upper Flammable Limit (UFL): Not applicable Auto Ignition: Not determined Rate of Burning: Not determined General Fire Hazards There is no potential for spontaneous fire or explosion. Extinguishing Media Carbon dloxide (CO2), water, water fog, dry chemical. Fire Fighting Equipment/instructions No special procedures are expected to be necessary for this product. Normal fire fighting procedures should be followed to avoid Inhalation of smoke and gases. 1 Method Used: Not applicable Lower Flammable Limit (LFL): Not applicable Flammability Classification: Not determined Section 6 - Accidental Release Measures Clean -Up Procedures Pick up large pieces. Vacuum dusts. 1 I Section 7 - Handling and Storage Handling Procedures Use protective equipment as described in Section 8 of this safety data sheet when handling uncontained material. Handle In accordance with good Industrial hygiene and safety practices. Storage Procedures Warehouse storage should be in accordance with package directions, If any. Material should be kept clean, dry, and in original packaging. I Section 8 - Exposure Controls / Personal Protection A: Component Exposure Limits This material has no components listed. PERSONAL PROTECTIVE EQUIPMENT Personal Protective Equipment: Eyes/Face None required Personal Protective Equipment: Skin None required Personal Protective Equipment: Respiratory None required Ventilation None required I 1 1 Section 9 - Physical & Chemical Properties Appearance: Physical State: Vapor Pressure: Bolling Point: Solubility (H2O): Freezing Point: Viscosity: VOC: Various shapes, designs and colors with metal and rubber parts Solid Not applicable Not determined Nil Not applicable Not applicable Not applicable Odor. pH: Vapor Density: Melting Point: Specific Gravity: Evaporation Rate: Percent Volatile: No significant odor Not determined Not applicable Not applicable Variable Not applicable 0 1 Section 10 - Stability & Reactivity Information Stability These products are not reactive. Hazardous Polymerization Will not occur. Page 2 of 4 Issue Date: 01/17/2013 Revision:1.0013 1 Material Name: Roofing Accessories Safety Data Sheet ID: 3201 Section 11 - Toxicological Information Component Analysis - LD50/LC50 This material has no components listed. Component Carcinogenicity This material has no components listed. Section 12 - Ecological Information Ecotoxicity A: General Product Information Not expected to be dangerous to the environment. B: Component Analysis - Ecotoxiclty - Aquatic Toxicity This material has no components listed. Section 13 - Disposal Considerations US EPA Waste Number & Descriptions A: General Product Information This product is not expected to be a hazardous waste when it is disposed of according to the U.S. Environmental Protection Agency (EPA) under Resource Conservation and Recovery Act (RCRA) regulations. Product characterization after use is recommended to ensure proper disposal under federal and/or state requirements. B: Component Waste Numbers This material has no components listed. Disposal instructions Dispose of waste material according to Local, State, Federal, and Provincial Environmental Regulations. Section 14 - Transport Information International Transport Regulations These products are not classified as dangerous goods according to international transport regulations. Section 15 - Regulatory Information US Federal Regulations A: General Product Information SARA 311/312: This product Is not classified as hazardous under SARA 311/312. B: Component Analysis This material has no components listed. State Regulations A: General Product Information Other state regulations may apply. Check individual state requirements. B: Component Analysis - State This material has no components listed. A: TSCA Status This material has no components listed. International Regulatbns A: General Product Information These products are considered articles under both U.S. and international product regulations and as such, these products do not require registration or notification on.the various country -specific inventories. B: Component Analysis - WHMIS IDL This material has no components listed. WHMIS Classification This Is not a WHMIS controlled product. This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations. This SDS contains ell the information required by the Controlled Products Regulations. 1 Section 16 - Other Information Other information Prepared for: Johns Manville Roofing Systems Page 3 of 4 Issue Date: 01/17/2013 Revision: 1.0013 Material Name: Roofing Accessories Safety Data Sheet ID: 3201 P. O. Box 5108 Denver, CO USA 80217-5108 Prepared by: Johns Manville Technical Center P.O. Box 625005 Littleton, CO USA 80162-5005 The information herein Is presented in good faith and believed to be accurate as of the effective date given. However, no warranty, expressed or implied, Is given. It is the buyer's responsibility to ensure that Its activities comply with Federal, State or provincial, and local laws. Date MSDS # Reason 08/01/00 3201-1.0000 New MSDS authoring system. 10/26/00 3201-1.0001 Sect. 1, Trade Names: added 'EPDM Strips, Peel and Stick' 02/27/02 3201-1.0002 Sect. 1 Trade Names, added UTA Application Cert. 05/06/03 3201-1.0003 Sect. 1, added trade names: UG EPDM Penetration Pan, UG EPDM comers inside/outside. 01/14/04 3201-1.0004 Minor edits. 03/17/04 3201-1.0005 Sect. 1, Trade Names: added UltraLok"' 09/14/05 3201-1.0006 Addition of UltraGard TPO & TPO Extra Fastening System to trade names. 12/30/05 3201-1.0007, Section 14 Transportation addition of DOT, IATA, and IMDG info for 1.0008 EPDM Splice Kit containing JM SA Primer and Urethane Sealant only. 07/10/06 3201-1.0009 'UltraGard' replaced by 'JM' for EPDM products. Addition of Extra High Load Fasteners end Plates, Hercules RetroDrain, PC/PET RetroDraln, Polymer Auger Fasteners, Pre -Cut Cricket, Pre -Cut Miter, Structural Concrete Deck Fasteners, SuperDome RetroDraln, & USII RetroDraln. Moved EPDM Strips, Peel and Stick to MSDS 3010. 03/14/2007 3201-1.0010 Addition of Single Ply All Purpose Fasteners to trade names. 07/30/08 3201-1.0011 Addition of AlumaWeld Drain to trade names. Updated SDS to GHS 10/04/11 3201-1.0012 format. 01/17/13 3201-1.0013 Added Trade Name End of Sheet 3201 Page 4 of 4 Issue Date: 01/17/2013 Revision: 1.0013 P-!3 plat -• P7. Materia/ Safety Data Sheet ?RE/loco DYMQNIG UMEStONE �; Version 3.0 Print Date 07/09/2012 REVISION DATE: 07/08/2012 SECTION 1 - PRODUCT IDENTIFICATION Trade name : DYMONIC LIMESTONE Product code : 955805 323 COMPANY : Tremco Incorporated 3735 Green Road Cleveland, OH 44122 Telephone .: (218) 292-5000 8:30 - 5:00 EST Emergency Phone: : (216) 765-8727 8:30 - 5:00 EST After Hours: Chemtrec 1-800-424-9300 SECTION 2 - HAZARDS IDENTIFICATION Emeraaency Overview Light Gray. Paste. Vapor may irritate respiratory tract. May cause nausea, headaches, and dizziness. Leave area to breathe fresh air. Avoid further overexposure. If symptoms persist, get medical attention. Acute Potential Health Effects! Routes of Entry Inhalation Vapor may irritate respiratory tract. May cause nausea, headaches, and dizziness. Eyes Direct contact may cause mild irritation. May cause temporary injury. Ingestion May cause gastrointestinal irritation, nausea, and vomiting. Skin May cause sensitization resulting in irritation, itching and redness. Aaaravated Medical Conditions Pre-existing eye, skin, liver, kidney, and respiratory disorders may be aggravated by exposure. Chronic Health Effects Inhalation of crystalline silica (quartz) can cause cancer based on animal data, and IARC concludes sufficient evidence in humans (Group 1). Prolonged and repeated overexposure to free crystalline silica dust above the TLV level may cause scarring of the lungs with cough and shortness of breath. A delayed lung injury, silicosis may result from breathing free silica. Prolonged or repeated exposure may cause defatting, drying, and irritation of the skin, dermatitis, central nervous system (CNS) effects, heart muscle sensitization and arrhythmia, hearing loss, and brain, liver, kidney, and testes damage. Toluene overexposure may cause bums of the skin, respiratory tract damage. May be harmful to the human fetus based on animal tests and limited epidemiology data. Fillers are encapsulated and not expected to be released from product under normal conditions of use. Prolonged or repeated exposure to mineral spirits (petroleum naphtha or stoddard solvent) may cause defatting, drying, and irritation of the skin, dermatitis, central nervous system (CNS) effects, and adverse liver, kidney, and lung effects. Target Oraans: Skin, Eye, Ingestion, Lung SECTION 3 - PRODUCT COMPOSITION Chemical Name CAS -No. Weight % Polyurethane Polymer NJ TSRN# 51721300-5000P 30.0 - 60.0 Calcium Carbonate (Limestone) 1317-65-3 10.0 - 30.0 Calcium salt 7778-18-9 10.0 - 30.0 Dipropylene glycol dibenzoate 27138-31-4 7.0 -13.0 Castor oil derivative/modified castor oil NJ TSRN# 51721300-5008P 5.0 - 10.0 A"iMc0"¢'v 1!7 955805 323 Materia! Safely Data Sheet TRENCO —TIMESfr DAY ONE ` Version 3.0 Print Date 07/09/2012 REVISION DATE: 07/08/2012 Calcined day 66402-68-4 3.0 - 7.0 Petroleum distillates 64742-47-8 1.0 - 5.0 Titanium dioxide 13463-67-7 1.0 - 5.0 Toluene 108-88-3 1.0 - 5.0 Crystalline Silica (Quartz)/ Silica Sand 14808-60-7 - <1.0 Toluene -2,6 -Diisocyanate 91-08-7 - <0.1 2,4 -Toluene diisocyanate 584-84-9 - <0.1 SECTION 4 - FIRST AID MEASURES Get Immediate medical attention for any significant overexposure. Inhalation : Leave area to breathe fresh air. Avoid further overexposure. If symptoms persist, get medical attention. Eye contact : Flush with water for 15 minutes. If irritation persists, get medical attention. Skin contact : Wash area of contact thoroughly with hand cleaner followed by soap and water. If irritation, rash or other disorders develop, get medical attention immediately. Ingestion : Do not induce vomiting unless advised by a physidan. Call nearest Poison Control Center or Physician immediately. SECTION 5 - FIRE FIGHTING MEASURES Flash point Not available. Method Not available. Buming rate Non-flammable solid Lower explosion limit Not available. Upper explosion limit Not available. Autoignition temperature • Not available. Extinguishing media • If water fog is ineffective, use carbon dioxide, dry chemical or foam. Hazardous combustion • Smoke, fumes.Carbon monoxide and carbon dioxide can form. products Protective equipment for Water may be used to cool containers to minimize pressure build - firefighters up.Use accepted fire fighting technlques. Wear full firefighting protective clothing, induding self-contained breathing apparatus (SCBA). Fire and explosion conditions Closed container, may burst when exposed to extreme heatEmpty containers may contain ignitable vapors.Vapor concentrations in enclosed areas may ignite exploslvely.Vapors may travel to sources of ignition and flashback. SECTION 6 -ACCIDENTAL RELEASE MEASURES Use appropriate protective equipment. Avoid contact with material. Remove sources of ignition Immediately. Stop flow of material If safe to do so. Contain spill and keep out of water courses. Ventilate area. An Cana" 2/7 955805 323 DYMONIC Material Safety Data Sheet TREMCO LIMESTONE " Print Date 07/092012 Version 3.0 REVISION DATE: 07/082012 SECTION 7 - HANDLING AND STORAGE Store under dry warehouse conditions away from heat and all ignition sources. Store in a cool, well ventilated area. Prevent Inhalation of vapor, ingestion, and contact with skin eyes and clothing. Keep container dosed when not in use. Precautions also apply to emptied containers. Do not smoke, weld, generate sparks, or use flame near container. Change soiled work dothes frequently. Clean hands thoroughly eller handling. SECTION 8 - EXPOSURE CONTROLS / PERSONAL PROTECTION Mid Personal protection equipment Respiratory protection : Wear appropriate, properly fitted NIOSH/MSHA approved organic vapor or supplied air respirator when airborne contaminant level(s) are expected to exceed exposure limits indicated on the MSDS. Follow manufacturer's directions for respirator use. Hand protection : Use suitable impervious nitrile or neoprene gloves and protective apparel to reduce exposure. Eye protection : Chemical splash goggles. Protective measures : Use professional judgment in the selection, care, and use. Engineering measures : Use only in well ventilated areas. Provide maximum ventilation in enclosed areas.Use general ventilation and/ or local exhaust to reduce the airborne contaminant concentration below the exposure limit listed in the MSDS Exposure Limits Chemical Name CAS Number Regulation Limit Etna Calcium Carbonate (Limestone) 1317-65-3 OSHA PEL: 5 mglm3 Respirable fraction. OSHA PEL: 15 mg/m3 Total dust. ACGIH TWA: 3 mg/m3 Respirable particles. ACGIH TWA: 10 mg/m3 Inhalable particles. OSHA TWA: 15 mghn3 Total dust. OSHA TWA: 5 mg/m3 Respirable fraction. Calcium salt 7778-18-9 ACGIH TWA: 10 mg/m3 OSHA PEL: 5 mg/m3 Respirable fraction. OSHA PEL: 15 mg/m3 Total dust. OSHA TWA: 15 mghn3 Total dust. OSHA TWA: 5 mglm3 Respirable fraction. ACGIH TWA 10 mg/m3 Inhalable fraction. Petroleum distillates 64742-47-8 ACGIH TWA 200 mg/m3 Non-aerosol.as total hydrocarbon vapor ACGIH TWA: 200 mg/m3 Non-aerosol.as total hydrocarbon vapor Titanium dioxide 13463-87-7 ACGIH TWA: 10 mg/m3 OSHA PEL: 15 mg/m3 Total dust. OSHA TWA: 15 mg/m3 Total dust. OSHA TWA: 5 mg/m3 Respirable fraction. 3/7 955805 323 DYMONIC Version REVISION Material Safety Data Sheet 1'REfl1J LIMESTONE 3.0 Print Date 07/09/2012 DATE: 07/08/2012 Chemical Name CAS Number Regulation Limit atm " Toluene 108-88-3 ACGIH TWA 20 ppm OSHA TWA: 200 ppm Crystalline Sibca (Quartz)/ Silica Sand 14808-60-7 OSHA TWA: 0.1 mg/m3 Respirable. OSHA TWA: 0.3 mg/m3 Total dust. OSHA PEL: 15 mg/m3 Total dust. OSHA PEL: 5 mg/m3 Respirable fraction. ACGIH TWA 0.025 mg/m3 Respirable fraction. Toluene-2,6-Dlisocyanate 91-08-7 ACGIH TWA: 0.005 ppm ACGIH STEL: 0.02 ppm 2,4-Toluene dlisocyanate 584-84-9 ACGIH TWA: 0.005 ppm ACGIH STEL: 0.02 ppm SECTION 9 - PHYSICAL AND CHEMICAL PROPERTIES Form : Paste Color : Light Gray Odor : Slight Ester pH : Not available. Vapour pressure : Not available. Vapor density : Heavier than air Melting point/range ; Not available. Freezing point ; Not avafiabie. Boiling point/range ; Not available. Water solubility Negligible Specific Gravity : 1.285 % Volatile Weight 4 % SECTION 10 - REACTIVITY / STABILITY Substances to avoid : Epoxy curing agents.Amines and oxidizing agents. Stabliity ; Material is stable under normal storage, handling, and use. Hazardous polymerization : Will not occur. SECTION 11 - TOXICOLOGICAL INFORMATION Toluene, CAS-No.: 108-88-3 Acute oral toxicity (LD-50 oral) 2,600 - 7,500 mg/kg ( Rat) 5,000 mg/kg ( Rat ) Acute inhalation toxicity (LC-50) 26,700 mgA for 1 h ( Rat) 400 mg/I for 24 h ( Mouse) 5,320 mg/I for 8 h ( Mouse ) Acute dermal toxicity (LD-50 dermal) 12,124 mg/kg ( Rabbit ) ""cc"P" 4/7 955805 323 Material Safety Data Sheet rArmco DYMONIC LIMESTONE Version 3.0 Print Date 07/09/2012 REVISION DATE: 07/08/2012 2,4-Toluene diisocyanate, CAS-No.: 584-84-9 Acute oral toxicity (LD-50 oral) 5,800 mg/kg ( Rat ) Acute inhalation toxicity (LC-50) 14 mgA for 4 h ( Rat) 10 mgA for 4 h ( Mouse) 13 mg/I for 4 h ( Guinea pig) 11 mgA for 4 h ( Rabbit ) SECTION 12 - ECOLOGICAL INFORMATION No Data Available SECTION 13 - DISPOSAL CONSIDERATIONS Disposal Method : Recycle or dispose of In compliance with local, provincial and federal regulations. SECTION 14 - TRANSPORTATION / SHIPPING DATA CFR / DOT: Not Regulated TDG: Not Regulated IMDG: Not Regulated SECTION 15 - REGULATORY INFORMATION North American Inventories: All components are listed or exempt from the TSCA Inventory. This product or its components are listed on, or exempt from the Canadian Domestic Substances List. U.S. Federal Regulations: SARA 313 Components : Toluene 108-88-3 SARA 311/312 Hazards : Acute Health Hazard Chronic Health Hazard OSHA Hazardous Components : Calcium Carbonate (Limestone) 1317-65-3 Calcium salt 7778-18-9 Petroleum distillates 64742-47-8 Titanium dioxide 13463-67-7 Toluene 108-88-3 Crystalline Silica (Quartz)/ Silica Sand 14808-60-7 ""9•" 5/7 955805 323 Material Safety Data Sheet DXMONIC,UMESTONE Version 3.0 REVISION DATE: 07/082012 Toluene -2,6 -Diisocyanate 2,4 -Toluene diisocyanate OSHA Status: Considered hazardous based on the following criteria: OSHA Flammability Regulatory VOC {less water and exempt solvent) VOC Method 310 TRRDCO 91-08-7 584-84-9 Irritant Sensitizer Carcinogen Not Regulated 57 g/1 2% Chemical is listed as an IARC, NTP, OSHA, or ACGiH Carcinogen: Crystalline Silica (Quartz)/ Silica Sand 14808-60-7 U.S. State Regulations: MASS RTK Components : Caldum Carbonate (Limestone) Calcium salt Petroleum distillates Titanium dioxide Toluene Crystalline Silica (Quartz)/ Silica Sand Toluene -2,6 -Diisocyanate 2,4 -Toluene diisocyanate Penn RTK Components Polyurethane Polymer Calcium Carbonate (Limestone) Caldum salt Dipropylene glycol dibenzoate Castor oil derivative/modified castor oil Calcined clay Petroleum distillates Titanium dioxide Toluene NJ RTK Components : Polyurethane Polymer Caldum Carbonate (Limestone) Calcium salt Dipropylene glycol dibenzoate Castor oil derivative/modified castor oil Petroleum distillates Titanium dioxide Crystalline Silica (Quartz)/ Silica Sand Components under California Proposition 65: WARNING! Contains chemicals known to the State of Califomia to cause cancer, birth.defects and/or other reproductive harm 1317-65-3 7778-18-9 64742-47-8 13463-67-7 108-88-3 14808-60-7 91-08-7 584-84-9 NJ TSRN# 51721300-5000P 1317-65-3 7778-18-9 27138-31-4 NJ TSRN# 51721300-5008P 66402-68-4 64742-47-8 13463-67-7 108-88-3 NJ TSRN# 51721300-5000P 1317-65-3 7778-18-9 27138-31-4 NJ TSRN# 51721300-5008P 64742-47-8 13463-67-7 14808-60-7 m odw°o 6/7 955805 323 Material Safety Data Sheet DYAfONIC LIMESTONE Version 3.0 REVISION DATE: 07/08/2012 7R11DCO Print Date 07/09/2012 SECTION 16 - OTHER INFORMATION HMIS Rating : Health 2 Flammability 1 Reactivity 1 PPE 0 = Minimum 1 = Slight 2 = Moderate 3 = Serious 4 = Severe Further Information: For Industrial Use Only. Keep out of Reach of Children. The hazard information herein Is offered solely for the consideration of the user, subject to their own investigation of compliance with applicable regulations, including the safe use of the product under every foreseeable condition. Prepared by: Rich MIkoI Legend ACGIH -American Conference of Governmental Hygienists CERCLA - Comprehensive Environmental Response, Compensation, and Liability Act DOT - Department of Transportation DSL - Domestic Substance Ust EPA - Environmental Protection Agency HMS - Hazardous Materials Information System IARC - International Agency for Research on Cancer MSHA - Mine Safety Health Administration NDSL - Non -Domestic Substance List NIOSH - National Institute for Occupational Safety and Health NTP - National Toxicology Program OSHA - Occupational Safety and Health Administratlon AngfflainVartl m 955805 323 PEL - Permissible Exposure Limit RCRA - Resource Conservation and Recovery Act RTK- RightToKnow SARA - Superfund Amendments and Reauthorization Act STEL - Short Term Exposure Limit TLV - Threshold Umit Value TSCA - Toxic Substances Control Act TWA - Time Weighted Average V - Volume VOC - Volatile Organic Compound WHAMS - Workplace Hazardous Materials Information System V -!S A.eis (4 ins) We've got you covered MATERIAL SAFETY DATA SHEET ALSAN RS 230 FIELD _Site;._Sitexfos 11. CUEMTc• amaonvcroom IlMiS PflOMTIVE a.OTRI G TRANSP11 1' OF DANGEROUS GOO4418 PAINT 3 UN 1263 - P.G.: II Z 3. 111•:.9.1.11.1. 1 1+1 -61LULL! iCLASS � ' Use: PROTECTIVE a>wr G Manufacturer: Soprema S.A. _Site;._Sitexfos 11. CUEMTc• amaonvcroom INFogyantaii Product name: Alsan RS 230 Field Product number: L-RS020S and L-RSO2OW Use: PMMA liquid field membrane Manufacturer: Soprema S.A. 14, rue de Saint Nazaire - BP 121 F-67025 Strasbourg CEDEX 1 France Distributor: Soprema, Inc. 310 Quadral Drive Wadsworth, Ohio 44281 UNITED STATES In case of emergency: SOPREMA (8:00am to 5:OOpm - Eastern time): (800) 356-3521 CBEMTREC (USA) (24h.): (800) 424-9300 CANUTEC (Canada): (613) 996-6666 International: (703) 527-3887 EMERGENCY OVERVIEW!!! FLAMMABLE - HARMFUL IF INHALED, SWALLOWED OR ABSORBED THROUGH SKIN - CAUSES SKIN, EYE AND RESPIRATORY IRRITATION - MAY CAUSE SKIN AND RESPIRATORY SENSITIZATION Alcan RS 230 Field Revised: January 12, 2012 Page 1 of 6 ' , � ..: Component CAS# % by weight ACGIH TLV OSHA PEL Methyl methacrylate 80-62-6 > 25 < 50 205 mg/m3 50 ppm 100 ppm 2-Ethylhexyl acrylate 103-11-7 > 10 < 25 82 mg/m3 10 ppm n/a Other acrylates Confidential > 5 < 10 n/a 100 ppm 1,1'-(p-Tolylimino)- dipropan-2-ol 38668-48-3 < 2.5 n/a n/a Reaction product of Bisphenol A and Epichlorohydrin 25068-38-6 > 25 < 50 n/a n/a Quartz 14808-60-2 >0.5 < 1.0 0.5 mg/m3 (as respirable quartz dust) 10 mg/m3 % Si02 t 2 Silicon dioxide, amorphous 7631-86-9 < 2 10 mg/m3 (total dust) 8 m m3 % TSCA: all ingredients are listed HUMAN EFFECTS AND SYMPTOMS OF OVEREXPOSURE: This product is toxic when inhaled or ingested and can cause skin, cyc and respiratory irritation as well as skin and respiratory sensitization. This product contains: Methyl methacrylate and 2-Ethylhezyl acrylate, which may cause skin cyc and respiratory irritation. High concentrations can cause symptoms of central nervous system depression, such as headache, nausea, dizziness, drowsiness, and confusion. Both acrylates can cause dermal and respiratory sensitization. Once a person is sensitized contact with even a small amount may cause outbreaks of dermatitis with symptoms such as skin redness, itching, rash and swelling. This can spread from the hands or arms to other parts of the body. Persons with respiratory sensitization can experience symptoms of bronchial asthma such as wheezing, dif- ficult breathing, sneezing and runny or blocked nose at low airborne concentrations that have no effect on un -sensitized people. Other acrylates, which may cause skin eye and respiratory irritation and sensitization. 1,1'-(p-Tolylimino)-dipropan-2-ol, which is toxic when ingested or inhaled (no target organ provided - see Section 11. Toxicologi- cal Information). Reaction product of Bisphenol A and Epichlorohydrin, which may cause skin and eye irritation and possible skin and respiratory sensitization. Silicon dioxide, amorphous, which, because of its particulate properties, may cause mechanical irritation to the eye and respira- tory passages and has ACGIH and OSHA exposure limits. However, this product is sold as a liquid preparation and, when used as intended, does not generate dust. Thus the product as such does not pose a respiration hazard attributable to these components. Crystalline silica as Quartz, which may cause mechanical irritation of the eyes. High concentrations of dust may cause coughing and mild, temporary irritation. Quartz dust can accumulate in the lungs. Prolonged or repeated exposure to fine airborne crystalline silica dust may cause severe scarring of the lungs, a disease called silicosis. However, this product is sold as a liquid preparation and, when used as intended, does not generate dust. Thus the product as such does not pose a respiration hazard attributable to these components. CARCINOGENICITY: NTP ' Yes (Quartz) IARC • Yes (Quartz) OSHA • No Akan RS 230 Field Revised; January 12, 2012 Page 2 of 6 .}_ ,. w 4 moi.$ ��� .� �. �w Ion. SKIN Remove contaminated clothing and shoes. Wash with soap or mild detergent and large amounts of water. Do not use solvents or thinners. Get medical attention if irritation occurs. Wash cloth- ing before re -use. EYES Hold eyes open and flush for at least 15 minutes with large amounts of water. Seek medical attention. INHALATION Remove to fresh air immediately. If breathing has stopped give artificial respiration. If breathing is difficult administer oxygen. Consult physician if irritation of respiratory passage occurs. INGESTION Do not induce vomiting, Give two glasses of water to dilute stomach contents. Never give anything by mouth to an unconscious person. Consult physician immediately. Flash point 50 °F (10 °C) Extinguishing media Foam, carbon dioxide, or high pressure water spray. Use water spray only to cool containers in fire area. Special fire fighting procedures 1 Use self-contained breathing apparatus and full protective clothing. RELEASE OR SPILL: Wearing appropriate personal protective equipment, contain spills onto inert absorbent and place in suitable containers. HANDLING: Do not smoke. Keep away from open fire, flame or any ignition source. Vapors may form explosive mixtures with air. Avoid skin and eye contact. Avoid breathing fumes. Do not eat, drink or smoke in application area. When working with dry material, avoid generating dust. STORAGE: Store closed containers in cool, dry area away from heat, direct sunlight, oxidizing agents, and strong acids and alkalis. Keep away from open fire, flame or any ignition source. Keep in well ventilated areas. y*r . .. „will_,..�� ,. w 4 moi.$ ��� .� �. �w Ion. HANDS Clothing suitable to prevent skin contact. Use butyl ribber gloves and apply barrier creams. Do not use PE or PVC gloves as these materials absorb acrylates. Check suitability recom- mendations by protective equipment manufacturers, especially towards chemical breakthrough resistance. RESPIRATORY If airborne concentration poses a health hazard, becomes irritating or exceeds recommended limits, use a NIOSH approved respirator in accordance with OSHA Respirator Protection requirements under 29 CFR 1910.134. EYES Safety goggles with side shields. ENGINEERING CONTROLS Use local exhaust ventilation or respiratory protection to maintain employee exposure below TLV Alsan RS230 Field Revised: January 12, 2012 Page 3 of 6 4: �#"'.%,,. , yp'.ni',� y. '4 �r au.'y=��..�..� ���; � tk ,fg .�"y��'#b".�g."'m{^r. Liquid *a^+� PHYSICAL FORM COLOR Grey ODOR Methyl methacrylate IGNITION POINT 536 °F (280 °C) FLASH POINT > 50 °F (10 °C) BOILING POINT 212 °F (100 °C) VAPOR PRESSURE > 50 mbar VISCOSITY 25-30 dPas ® 68°F (20 °C) SOLUBILITY IN WATER Insoluble DENSITY 1.2 g/cm3 Q 68°F (20 °C) STABILITY: Stable INCOMPATIBILITY: Avoid strong acids, bases, and oxidizing agents to avoid exothermic reactions. Avoid initiators that product free radicals, and avoid peroxides and metal -ions. HAZARDOUS DECOMPOSTION PRODUCTS: Carbon monoxide, carbon dioxide, oxides of nitrogen, hydrocarbon by-products, and black smoke. HAZARDOUS POLYMERIZATION: Avoid high temperatures. Product may polymerize at > 140 °F (60 °C). Polymerization is exothermic and may cause container damage and/or fire. Route of Entry [ x ] skin contact [ ] skin accumulation [ x ] eyes [ ] ingestion [ x ] inhalation HUMAN EFFECTS AND SYMPTOMS OF OVEREXPOSURE: This product is toxic when inhaled or ingested and can cause skin, eye and respiratory irritation as well as skin and respiratory sensitization. This product contains: Methyl methacrylate and 2-Ethylhexyl acrylate, which may cause skin eye and respiratory irritation. High concentrations can cause symptoms of central nervous system depression, such as headache, nausea, dizziness, drowsiness, and confusion. Both acrylates can cause dermal and respiratory sensitization. Once a person is sensitized contact with even a small amount may cause outbreaks of dermatitis with symptoms such as skin redness, itching, rash and swelling. This can spread from the hands or arms to other parts of the body. Persons with respiratory sensitization can experience symptoms of bronchial asthma such as wheezing, dif- ficult breathing, sneezing and runny or blocked nose at low airborne concentrations that have no effect on un -sensitized people. Other acrylates, which may cause skin eye and respiratory irritation and sensitization. 1,1'-(p-Tolylimino)-dipropan-2-ol, which is toxic when ingested or inhaled (no target organ provided - see Section 11. Toxicologi- cal Information). Reaction product of Bisphenol A and Epichlorohydrin, which may cause skin and eye irritation and possible skin and respiratory sensitization. Silicon dioxide, amorphous, which, because of its particulate properties, may cause mechanical irritation to the eye and respira- tory passages and has ACGIH and OSHA exposure limits. However, this product is sold as a liquid preparation and, when used as intended, does not generate dust. Thus the product as such does not pose a respiration hazard attributable to these components. Alsan RS 230 Field Revised: January 12, 2012 Page 4 of 6 Crystalline silica as Quartz, which may cause mechanical irritation of the eyes. High concentrations of dust may cause coughing and mild, temporary irritation. Quartz dust can accumulate in the lungs. Prolonged or repeated exposure to fine airborne crystalline silica dust may cause severe scarring of the lungs, a disease called silicosis. However, this product is sold as a liquid preparation and, when used as intended, does not generate dust. Thus the product as such does not pose a respiration hazard attributable to these components. CARCINOGENICITY: NTP • Yes (Quartz) IARC • Yes (Quartz) OSHA 'No Environmental effects: Avoid contamination of ground water or waterways. Waste disposal: Incinerate or dispose of in accordance with Federal, State or Local regulations. DOT SHIPPING NAME: Paint HAZARD CLASS: 3 PACKAGING GROUP: II NA/UN#: UN 1263 LABEL: Flammable Liquid � �,�k., ��.4:.�,.c,....N. r..:._. �EMyin All components of this product are on thc TSCA Inventory. This product contains the toxic chemicals listed below, which are subject to the supplier notification requirements of Section 313 of thc Superfund Amendments and Reauthorization Act (EPCRA/ "SARA") and the requirements of 40 CFR Part 372: Product CAS # Maximum Methyl methacrylate 80-62-6 25 .. Alsan RS 230 Field Revised: January 12, 2012 Page 5 of 6 Glossary: ACGIH: American Conference of Governmental Industrial Hygienists ANSI: American National Standards Institute ASTM: American Society for Testing and Materials CAS: Chemical Abstract Services CFR: Code of Federal Regulations (United States) CSA: Canadian Standardisation Association DOT: Department of Transportation (United States) DSL: Domestic Substances List (Canada) EPA: Environmental Protection Agency (United States) HMIS: Hazardous Material Information System IARC: International Agency for Research on Cancer LC50: (Lethal concentration50) Concentration of a substance in air that causes dead of 50% mortality of a defined animal popula- tion LD50: (Lethal dose50) Single dose of a substance that, when administrated by a define route in an animal assay, is expected to cause the death of 50% of a defined animal population. NFPA: National Fire Protection Association (United States) NIOSH: National Institute for Occupational Safety and Health NTP: National Toxicology Program OSHA: Occupational Safety & Health Administration (United States) PEL: Permissible Exposure Limit RCRA: Resource Conservation and Recovery Act (United States) RTECS: Registry of Toxic Effects of Chemical Substances TDG: Transportation of Dangerous Goods TLV: Threshold Limit Value TWA: Time -weighted average TSCA: Toxic Substances Control Act (United States) WHMIS: Workplace Hazardous Materials Information System (Canada) Reference: Supplier MSDS This MSDS has been prepared by: SOPREMA, INC. For information: 800-543-3085 The Material Safety Data Sheets of SOPREMA are available on Internet at the following site: HTTP://WWW.SOPREMA.US Justification of the update: New MSDS. This MSDS contains all the information required by ANSI Z-400.1-1998 standard (United States), by regulation 29 CFR Part 1910.1200 of the Hazard Communication Standard of OSHA, and is in accordance with standard DORS/88-66 OF WHMIS Canada. To the best of our knowledge, the information contained herein is accurate. However, neither the above named supplier or any of its subsidiaries assumes any liability whatsoever for the accuracy or completeness of the information contained here- in. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards that exist. Alsan RS 230 Field Revised: January 12, 2012 Page 6 of 6 (5_ We've got you covered MATERIAL SAFETY DATA SHEET ALSAN RS 276 PRIMER IS f PROrkeliVE CLOTHING, TrtikNIIPORTOP PAZIlf.MIIIIUS GOairS Product name: Ole *t PAINT CLASS 3 UN 1263 P.G.: II lif`_,iI.Tli 3 rf AM,tir.Alifl.rr , 2';'pµ -,VET L-RS002 G Pnoaertvn Use: PMMA Primer _' s'1 -_f ►1 XLC`L> 1 C1C.+ iuCOMl': 'WINFORMATION Product name: A1san:RS`276 Primer - Product number: L-RS002 Use: PMMA Primer Manufacturer: Soprema SA. 14, rue de Saint Nazaire - BP 121 F-67025 Strasbourg CEDEX 1 France Distributor: Soprema, Inc. 310 Quadrat Drive Wadsworth, Ohio 44281 UNITED STATES In case of emergency: SOPREMA (8:OOam to 5:OOpm - Eastern time): (800) 356-3521 CHEMTREC (USA) (24h.): (800) 424-9300 CANUTEC (Canada): (613) 996-6666 International: (703) 527-3887 EMERGENCY OVERVIEW!!! FLAMMABLE - HARMF'LiLL IF INHALED, SWALLOWED OR ABSORBED THROUGH SKIN - CAUSES SKIN, EYE AND RESPIRATORY IRRITATION - MAY CAUSE SKIN AND RESPIRATORY SENSITIZATION ALsan RS 276 Primer Revised: January 12, 2012 Page 1 ofS HUMAN EFFECTS AND SYMPTOMS OF OVEREXPOSURE: This product is toxic when inhaled or ingested and can cause skin, eye and respiratory irritation as well as skin and respiratory sensitization. This product contains: Methyl methacrylate, which may cause skin eye and respiratory irritation. High concentrations can cause symptoms of central nervous system depression, such as headache, nausea, dizziness, drowsiness, and confusion. Both acrylates can cause dermal and respiratory sensitization. Once a person is sensitized contact with even a small amount may cause outbreaks of dermatitis with symptoms such as skin redness, itching, rash and swelling. This can spread from the hands or arms to other parts of the body. Per- sons with respiratory sensitization can experience symptoms of bronchial asthma such as wheezing, difficult breathing, sneezing and runny or blocked nose at low airborne concentrations that have no effect on unsensitized people. Other acrylates, which may cause skin eye and respiratory irritation and sensitization. 1,1'-(p-Tolylimino)-dipropan-2-ol, which is toxic when ingested or inhaled (no target organ provided - see Section 11. Toxicologi- cal Information). Reaction product of Bisphenol A and Epichlorohydrin, which may cause skin and eye irritation and possible skin and respiratory sensitization. CARCINOGENICITY: NTP • No IARC • No OSHA • No Flash point SKIN Remove contaminated clothing and shoes. Wash with soap or mild detergent and large amounts of water. Do not use solvents or thinners. Get medical attention if irritation occurs. Wash cloth- ing before re -use. Component CAS# % by weight ACGIH TLV OSHA PEL Methyl methacrylate 80-62-6 > 25 < 50 205 mg/m3 50 ppm 100 ppm Other acrylates Confidential > 5 < I0 n/a 100 ppm 1,1'-(p-Tolylimino)- dipropan-2-ol 38668-48-3 < 2.5 n/a n/a Reaction product of Bisphenol A and Epichlorohydrin 25068-38-6 > 25 < 50 n/a n/a TSCA: all ingredients are listed HUMAN EFFECTS AND SYMPTOMS OF OVEREXPOSURE: This product is toxic when inhaled or ingested and can cause skin, eye and respiratory irritation as well as skin and respiratory sensitization. This product contains: Methyl methacrylate, which may cause skin eye and respiratory irritation. High concentrations can cause symptoms of central nervous system depression, such as headache, nausea, dizziness, drowsiness, and confusion. Both acrylates can cause dermal and respiratory sensitization. Once a person is sensitized contact with even a small amount may cause outbreaks of dermatitis with symptoms such as skin redness, itching, rash and swelling. This can spread from the hands or arms to other parts of the body. Per- sons with respiratory sensitization can experience symptoms of bronchial asthma such as wheezing, difficult breathing, sneezing and runny or blocked nose at low airborne concentrations that have no effect on unsensitized people. Other acrylates, which may cause skin eye and respiratory irritation and sensitization. 1,1'-(p-Tolylimino)-dipropan-2-ol, which is toxic when ingested or inhaled (no target organ provided - see Section 11. Toxicologi- cal Information). Reaction product of Bisphenol A and Epichlorohydrin, which may cause skin and eye irritation and possible skin and respiratory sensitization. CARCINOGENICITY: NTP • No IARC • No OSHA • No baa"a i." =Agarwir+ IIor Flash point SKIN Remove contaminated clothing and shoes. Wash with soap or mild detergent and large amounts of water. Do not use solvents or thinners. Get medical attention if irritation occurs. Wash cloth- ing before re -use. EYES Hold eyes open and flush for at least 15 minutes with large amounts of water. Seek medical attention. INHALATION Remove to fresh air immediately. If breathing has stopped give artificial respiration. If breathing is difficult administer oxygen. Consult physician if irritation of respiratory passage occurs. INGESTION _ Do not induce vomiting. Give two glasses of water to dilute stomach contents. Never give anything by mouth to an unconscious person. Consult physician immediately. J baa"a i." =Agarwir+ IIor Flash point 50 °F (10 °C) Extinguishing media Foam, carbon dioxide, or high pressure water spray. Use water spray only to cool containers in fire area. Special fire fighting procedures Use self-contained breathing apparatus and full protective clothing. Alsan RS276Primer Revised: January 12, 2012 Page 2 of 5 RELEASE OR SPILL: Wearing appropriate personal protective equipment, contain spills onto inert absorbent and place in suitable containers. HANDLING: Do not smoke. Keep away from open fire, flame or any ignition source. Vapors may form explosive mixtures with air. Avoid skin and eye contact. Avoid breathing fumes. Do not cat, drink or smoke in application area. STORAGE: Store closed containers in cool, dry area away from heat, direct sunlight, oxidizing agents, and strong acids and alkalis. Keep away from open fire, flame or any ignition source. Keep in well ventilated areas. . ,,,...,, 19J4s.''. ,y,y !%+±�s'�.. s 'F'" & dn• °.7� ..E.,�°'. "� ► ' •70i• l�iiul� HANDS Clothing suitable to prevent skin contact. Use butyl rubber gloves and apply barrier creams. Do not use PE or PVC gloves as these materials absorb acrylates. Check suitability recom- mendations by protective equipment manufacturers, especially towards chemical breakthrough resistance. RESPIRATORY If airborne concentration poses a health hazard, becomes irritating or exceeds recommended limits, use a NIOSH approved respirator in accordance with OSHA Respirator Protection requirements under 29 CFR 1910.134. EYES Safety goggles with side shields. ENGINEERING CONTROLS Use local exhaust ventilation or respiratory protection to maintain employee exposure below TLV . ,,,...,, 19J4s.''. ,y,y !%+±�s'�.. s 'F'" & dn• PHYSICAL FORM Liquid COLOR Colorless ODOR Methyl methacrylate IGNITION POINT 536 °F (280 °C) FLASH POINT 50 °F (10 °C) BOILING POINT 212 °F (100 °C) VAPOR PRESSURE > 50 mbar VISCOSITY 6 dPas @ 68°F (20 °C) SOLUBILITY IN WATER Partly soluble DENSITY 1.0 g/cm3 @ 68°F (20 °C) INCOMPATIBILITY: Avoid strong acids, bases, and oxidizing agents to avoid exothermic reactions. Avoid initiators that produce free radicals, and avoid peroxides and metal -ions. HAZARDOUS DECOMPOSTION PRODUCTS: Carbon monoxide, carbon dioxide, oxides of nitrogen, hydrocarbon by-products, and black smoke. HAZARDOUS POLYMERIZATION: Avoid high temperatures. Product may polymerize at > 140 °F (60 °C). Polymerization is exothermic and may cause container damage and/or fire. Alsan RS 276 Primer Revised: January 12, 2012 Page 3 of 5 Route of Entry [ x ] skin contact [ ] skin accumulation [ x ] eyes [ ] ingestion [ x ] inhalation HUMAN EFFECTS AND SYMPTOMS OF OVEREXPOSURE: This product is toxic when inhaled or ingested and can cause skin, eye and respiratory irritation as well as skin and respiratory sensitization. This product contains: Methyl methacrylate, which may cause skin eye and respiratory irritation. High concentrations can cause symptoms of central nervous system depression, such as headache, nausea, dizziness, drowsiness, and confusion. Both acrylates can cause dermal and respiratory sensitization. Once a person is sensitized contact with even a small amount may cause outbreaks of dermatitis with symptoms such as skin redness, itching, rash and swelling. This can spread from the hands or arms to other parts of the body. Per- sons with respiratory sensitization can experience symptoms of bronchial asthma such as wheezing, difficult breathing, sneezing and runny or blocked nose at low airborne concentrations that have no effect on un -sensitized people. Other acrylates, which may cause skin eye and respiratory irritation and sensitization. 1,1'-(p-Tolylimino)-dipropan-2-ol, which is toxic when ingested or inhaled (no target organ provided - see Section 11, Toxicologi- cal Information). Reaction product of Bisphenol A and Epichlorohydrin, which may cause skin and eye irritation and possible skin and respiratory sensitization. CARCINOGENICITY: NTP • No IARC • No OSHA • No Environmental effects: Avoid contamination of ground water or waterways. Waste disposal: Incinerate or dispose of in accordance with Federal, State or Local regulations. DOT SHIPPING NAME: Paint HAZARD CLASS: 3 PACKAGING GROUP: II NA/UN#: UN 1263 LABEL: Flammable Liquid All components of this product are on the TSCA Inventory. This product contains the toxic chemicals listed below, which are subject to the supplier notification requirements of Section 313 of the Superfund Amendments and Reauthorization Act (EPCRA/ "SARA") and the requirements of 40 CFR Part 372: Product CAS # Maximum Methyl methacrylate 80-62-6 40 ALran RS 276 Primer Revised.: January 12, 2012 Page 4 of 5 Ei;' Vie.vrx^-. , `.M,>±°_°++5�.^•4"m.^-•Ht3 :. �,✓ 1' '+a'.4 ...+»'r.� ... ie.»_,x�+,7; Glossary: ACGIH: American Conference of Governmental Industrial Hygienists ANSI: American National Standards Institute ASTM: American Society for Testing and Materials CAS: Chemical Abstract Services CFR: Code of Federal Regulations (United States) CSA: Canadian Standardisation Association DOT: Department of Transportation (United States) DSL: Domestic Substances List (Canada) EPA: Environmental Protection Agency (United States) HMIS: Hazardous Material Information System IARC: International Agency for Research on Cancer LC50: (Lethal conccntration50) Concentration of a substance in air that causes dead of 50% mortality of a defined animal popula- tion LD50: (Lethal dose50) Single dose of a substance that, when administrated by a define route in an animal assay, is expected to cause the death of 50% of a defined animal population. NFPA: National Fire Protection Association (united States) NIOSH: National Institute for Occupational Safety and Health NTP: National Toxicology Program OSHA: Occupational Safety & Health Administration (United States) PEL: Permissible Exposure Limit RCRA: Resource Conservation and Recovery Act (United States) RTECS: Registry of Toxic Effects of Chemical Substances TDG: Transportation of Dangerous Goods TLV: Threshold Limit Value TWA: Time-weighted average TSCA: Toxic Substances Control Act (United States) WHMIS: Workplace Hazardous Materials Information System (Canada) Reference: Supplier MSDS This MSDS has been prepared by: SOPREMA, INC. For information: 800-543-3085 The Material Safety Data Sheets of SOPREMA are available on Internet at the following site: HTTP://WWW.SOPREMA.US Justification of the update: New MSDS. This MSDS contains all the information required by ANSI Z-400.1-1998 standard (United States), by regulation 29 CFR Part 1910.1200 ofthe Hazard Communication Standard of OSHA, and is in accordance with standard DORS/88-66 OF WHMIS Canada. To the best of our knowledge, the information contained herein is accurate. However, neither the above named supplier or any of its subsidiaries assumes any liability whatsoever for the accuracy or completeness of the information contained here- in. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards that exist. Alsan RS276Primer Revised: January 12, 2012 Page S of 5 MATERIAL SAFETY DATA SHEET ALSAN RS CATALYST POWDER P— 18 sts63 (3pos� Offerte ea freavais Reactive agent used to induce curing of Alsan RS resin products. Fonnulanamber: Not applicable Dttl baton: Soprani: Canada 1675 Haggerty Street Drummondville (Quebec) J2C 51'7 CANADA Td.: 819 4784163 Soprema Inc. 44955 Yale Road Went Chllllwack (BC) V2R 4H3 CANADA Td.: 604 793-7100 Sopnmaa USA 310 Quadra) Drive Wadsworth (Ohio) 44281 UNITED STATES TeL: 1 800 356-3521 in case of emerwencv: SOPREMA CANADA INC. (8:OOam to 5:OOpm): 1 800 567-1492 CANUTEC (Canada) (2484: 613 996-6666 Suprema USA 12251 Seaway Road Gulfport (MUdalppl) 39507 UNITED STATES Tel.: 228 239-1168 CIIEMTREC (t.. -U.) (24h.) : 1 800 424-9300 EtaltGENCY OVERVIEW White granular powder with faint odour. Organic peroxide. Heart or contamination may came hazardous deeompmdt on. Paoxlde and peroxide' decoetposinon prodacla are flammable and can ignite with explosive force If wanner!. Dart explosion possible In the presume of dr. May cause eye, ilia and respiratory tract irritation. May cane allergic tilde reaedioa, • ..?"0"4.4` w' :z.:sZ SECTION+QTCOMPOSITIONTAIN 1NF H MATION;ONIIIANGEROUSIINGREDIENITS : VIIIVIIS CAS # PROTECTIVE CLOTHING ' TRANSPORT -OF DANGEROUS, GOODS; t iii i SW le 410° ORGANIC PEROXIDE / o TYPE D, SOLID (DIBClass 5 ZOYL PEROXIDE) Grass S UN3T06 P.G.: Q Not established Not established Benzoyl peroxide 94-36-0 30-60 :Ike CC.. - SECTION I'CHEMIG'_NHPItODUCTFANDVOMPXNVADEN77FICA77ON +" w _';'x= -"` Reactive agent used to induce curing of Alsan RS resin products. Fonnulanamber: Not applicable Dttl baton: Soprani: Canada 1675 Haggerty Street Drummondville (Quebec) J2C 51'7 CANADA Td.: 819 4784163 Soprema Inc. 44955 Yale Road Went Chllllwack (BC) V2R 4H3 CANADA Td.: 604 793-7100 Sopnmaa USA 310 Quadra) Drive Wadsworth (Ohio) 44281 UNITED STATES TeL: 1 800 356-3521 in case of emerwencv: SOPREMA CANADA INC. (8:OOam to 5:OOpm): 1 800 567-1492 CANUTEC (Canada) (2484: 613 996-6666 Suprema USA 12251 Seaway Road Gulfport (MUdalppl) 39507 UNITED STATES Tel.: 228 239-1168 CIIEMTREC (t.. -U.) (24h.) : 1 800 424-9300 EtaltGENCY OVERVIEW White granular powder with faint odour. Organic peroxide. Heart or contamination may came hazardous deeompmdt on. Paoxlde and peroxide' decoetposinon prodacla are flammable and can ignite with explosive force If wanner!. Dart explosion possible In the presume of dr. May cause eye, ilia and respiratory tract irritation. May cane allergic tilde reaedioa, • ..?"0"4.4` w' :z.:sZ SECTION+QTCOMPOSITIONTAIN 1NF H MATION;ONIIIANGEROUSIINGREDIENITS NAME CAS # % WEIGHT EXPOSURE LIMIT (ACG) TLV -TWA TLV -STEL Dicydohexyl phthalate 84-61-7 30-60 Not established Not established Benzoyl peroxide 94-36-0 30-60 5 mg/m' Not established ` "' "SEOTION)H `POTENTIMPHE'AI:741.11FFWES R feCts of Shaw -Term (Arise) Exposssre SKIN CONTACT Dicydohe yyl phtalate: This substance is non-irritant or a very mild skin irritant based on animal information. No human information was located. (1) Bentoy►peraxtide: This substance is non-irritant or a mild akin irritant based on animal infbrmrdtion. No human information was located. (I) EYE CONTACT Dicydoheyl phtalate: This substance is not an cye irritant based on animal information. No human information was located. (1) Benzoyl peroxide: This substance is a mild eye irritant based on animal information. No human information was located. (1) INHALATION Dust may be irritating to the respiratory tract and cause symptoms of bronchitis. (2) INGESTION No information available. Effects of Lo, I erm Moronic) Exposure SKIN SENSITIZATION: Dicydohaxy1 phtalate: No information available. Benzoyl pen:dde: Benzoyl peroxide is a skin sensitizer based on animal and human information. Once a person is sensitized, contact with even a small amount of benzoyl peroxide can cause outbreaks of dermatitis with symptoms such as redness, rash, itching and swelling. This reaction can spread nom the bands or arms to the face and body. (1) INGESTION No information available. CARCINOGENICITY Dlcydohesyl piste:ate: The International Agency for Research on Cancer (IARC) has not evaluated the carcinogenicity of this chemical. The American Conference of Governmental Industrial Hygienists (ACGIH) has no listing for this chemical. The US National Toxicology Program (NTP) has not listed this chemical in its report on carcinogens. (1) Benzoyl peroxide: There have been thme human population studies that examined exposure to benzoyl peroxide and the risk of cancer. Only one of these studies suggested a greater frequency of exposure to benzoyl peroxide and the occurrence of malignant melanoma (skin cancer). IARC has determined that there is inadequate evidence for the carcinogenicity of benzoyl peroxide to bunions. There is limited evidence of carcinogenicity of balmy] peroxide in experimental animals. IARC has concluded that this chemical is not classifiable as to its carcinogenicity to humans (Group 3). ACGIH has designated this chemical as not classifiable as a human carcinogen (A4). NTP bas not listed this chemical in its report on carcinogens. (1) TERATOGENICITY, EMBRYOTOXICITY, FETOTOXICITY No information available. Alcan RS' Catalyst Powder Revision date: October 11; 2012 Page 1 of 3 SEC TION IV: ItIR,BI MD MEASUJ S I 1 SECTION IXc PHYSICAL AND CHEMICAL ItOPER'llES 1 REPRODUCTIVE TOXICITY No information available. MUTAGENICITY No information available. TOXICOLOGICALLY SYNERGISTIC MATERIALS Information not available. POTENTIAL FOR ACCUMULATION No information available. SKIN CONTACT Remove contaminated clothing. Wash thoroughly with soap and water. If irritation persists, get medical attention. EYE CONTACT Flush thoroughly with water for at least 15 minutes holding the eyelids apart. If imitation persists, get medical attention. INHALATION In case of inhalation, move victim to fresh air, If breathing is difficult, give oxygen. If breathing stops, give respiratory assistance. Obtain medical assistance. SWALLOWING Do not induce vomiting. Immediately contact local poison control centre. Should vomiting occur, be sure to keep the victim's head below hips to avoid aspiration of vomit into the lungs. Maintain the victim at rest and obtain immediate medical attention. SECTION V: FIRE FIGIITI VG MEASURES FLASH POINT: 80°C (Benzoyl peroxide) AUTO -IGNITION TEMPERATURE: 80°C (Benzoyl peroxide) FLAMMABILITY LIMITS IN AIR: (% en volume) Not available FIRE HAZARDS Reignition may occur. If involved in a fire, it will support combustion. Dust explosion hazard. In case of fire and/or explosion, do not breathe fumes. COMBUSTION PRODUCTS Irritating and/or toxic gases or fumes such as CO, CO2, benzoic acid, phenyl benzoate and benzene may be generated by thermal decomposition or combustion of the product. FIRE FIGHTING INSTRUCTIONS Evacuate area Wear self-contained breathing apparatus and appropriate protective clothing in accordance with standards. Approach fire from upwind and fight fire from maximum distance or use unmanned hose holders or monitor nozzles. Always stay away from containers because of the risk of explosion. Stop leak before attempting to put out the fire. If leak cannot be stopped, and if there is no risk to the surrounding area, let the fire burn itself out. Move containers from fire area if this can be done without risk. Cool containers with flooding quantities of water until well after fire is out. EXTINGUISHING MEDIA Foam, CO2 powder, sand, chemical powder or water spray. r-8EC IiON VI: ACCIDENT AL RELEASE M 18URES RELEASE OR SPILL Wear appropriate protective equipment during cleanup. Shut off source of leak if you can do it without risk. Eliminate all sources of ignition, and do not generate flames or sparks. Sweep up and put into a container with lid for disposal. Avoid dust generation. Cover and remove to appropriate well -ventilated area until disposal. Wash area with soap and water. Prevent entry into waterways, sewers or basements. Dispose of this product according to local environmental regulations. SECTION VII: HANDLING AND STORAGE 1 HANDLING Eliminate all sources of ignition and do not generate flatus or sparks. Avoid contact with eyes, skin and clothing. Do not ingest. Avoid breathing dusts. Wash thoroughly after handling. Tightly reseal all partially used containers. Use under appropriate conditions of ventilation. Keep away from heat. Do not cut, puncture or weld empty containers. STORAGE Store in a cool wen -ventilated area out of direct sunlight and away from heat and ignition sources. For maximum quality, store below 25°C. Do not store with other chemicals. Keep away from children. SiLC"TION VIII: EXPOSURE CONIROLS / PERSONAL PROTECII014 HANDS: Wear resistant gloves (neoprene or synthetic rubber). RESPIRATORY: If the TLV is exceeded, if use is performed in a poorly ventilated confined area, use an approved respirator in accordance with standards. EYES: Wear chemical safety goggles in accordance with standards. OTHERS: Eye bath and safety shower. CONTROL OF VAPOURS: Local exhaust is needed to control dust level to below recommended limits. PHYSICAL STATE: Solid ODOUR AND APPEARANCE: White powder with faint odour DENSITY: 1230 kg/m' VAPOUR DENSITY (alr 1): Not available EVAPORATION RATE (Butyl acetate =1): Not available BOILING POINT (760 mm Hg): Not applicable (decomposes) MELTING POINT: Decomposes prior to melting SPECIFIC GRAVITY (1120 — 1): 1.23 g/m1 SOLUBILITY IN WATER (20°C): PH: VOLATILE ORGANIC COMPOUND (V.O.C.): VISCOSITY: ACTIVE OXYGEN CONTENT: PEROXIDE CONTENT: Insoluble Not determined Not applicable Not applicable 3.3% 49-51% SELF ACCELERATING DECOMPOSITION TEMPERATURE (SADT): 55°C SEC LION X? ST'ABILIT'Y AND RLACTIIVITI( SADT: It's the lowest temperature at which self accelerating decomposition may occur with a substance in the packaging as used in transport A dangerous self -accelerating decomposition reaction and, under certain circumstances, explosion or fire can be caused by thermal decomposition at and above the following temperature: 55°C. Contact with incompatible substances can cause decomposition at or below the SADT. STABILITY: This material is stable. CONDITIONS TO AVOID: To maintain quality, store in original closed container below 25°C. Avoid friction and shocks. Confinement must be avoided. INCOMPATIBILITY: net, iron, copper, acids, alkalies, heavy metals, reducing agents. Do not mix with peroxide accelerator. Use only Stainless steel 316, PP, polyethylene or glass -lined equipment. HAZARDOUS DECOMPOSITION PRODUCTS: Carbon monoxide, carbon dioxide, benzoic acid and benzene. HAZARDOUS POLYMERISATION: None. SEC fO.!N xi! TOXICOLOGICAL INFORMATION TOXICOLOGICAL DATA Dicyciohexylph:alate:(1) LD50 (oral, rat): Benzoyl peroxide: (1) LCro (rat): LD50 (oral, rat): 41490 mg/kg 24300 mg/m3 (4 -hour exposure) 7710 mg/kg Effects of Shott-Teras (Acats) Signe EYE IRRITATION Dlcyclohexyl phtalate: Dicyclohexyl phthalate is not an eye irritant. (1) Alcan RS Catalyst Powder Revision date: October 11, 2012 Page 2 of 3 1 Benzoyl peroxide: Benzoyl peroxide is a mild eye irritant. (1) SKIN IRRITATION Dieycloke xyl phtalate: Dicyclohexyl phthalate is a non-irritant or a very mild skin irritant. (1) Benzoyiperoxlde: Benzoyl peroxide is a non-irritant to mild skin irritant. (1) Effects ofLor Teratt (Chronic) Exposure SKIN SENSITIZATION Dicyclohexyl phtelete: A negative result was obtained in a sensitization test using Guinea pigs.(6) No further details were provided. (1) Benzoyl peroxide: Positive results have been obtained in several skin sensitization tests using mice and guinea pigs. Positive results were obtained in a local lymph node assay using mice in each of five independent laboratories using either the standard assay or minor modifications of it. This study was evaluated as valid without restriction. Positive results have also been obtained in a Buehler teat and a TINA test using guinea pigs in studies that were evaluated as reliable with restrictions. (1) CARCINOGENICITY Dicyclohexyl phtalate: No information available. Benzoyl peroxide: Benzoyl peroxide has been tested in several studies involving skin application to mice and hamsters. In one study, benign and malignant skin tumours were observed in mice and in another study, only benign tumours. It was active as a skin tumour promoter in mice. IARC has determined that there is limited evidence for the carcinogenicity of benzoyl peroxide to experimental animals. (1) EMBRYOTOXICITY No information available. TERATOGENICITY No information available. FERTILITY No information available. MUTAGENICITY No information available. SECTION XII: ECOLOGICAL INFORMATION ENVIRONMENTAL EFFECTS Very toxic to aquatic organisms. Do not allow product or runoff from fire control to enter storm or sanitary sewers, lakes, rivers, streams, or public waterways. Block off drains and ditches. Provincial and federal regulations may require that environmental and/or other agencies be notified of a spill incident. Spill area must be cleaned and restored to original condition or to the satisfaction of authorities. SECIION XIII: DISPOSAL CONSIDERATIONS WASTE DISPOSAL: Consult local, state, provincial or territory authorities to know disposal methods. SECTION XIV: TRANSPORT INFORMATION CLASSIFICATION (TDG and DOT): Class 5.2 IDENTIFICATION NUMBER: UN 3106 SHIPPING NAME: Organic peroxide type D, Solid (Dibenzoyl peroxide, 50%) PACKING GROUP: II CONTAINERS FOLLOW THE STANDARDS. SECTION XV: REGULATORY INFORMATION wHUs C: D2B: R: Oxidizer — Organic peroxide (Benzoyl peroxide) Other toxicological effects — Animal skin sensitizer and eye irritant (Benzoyl peroxide) Reactive material — Shock sensitive (Benzoyl peroxide) DSL: All constituents of this product are included in the Domestic Substances List (DSL — Canada) TSCA: All constituents of this product are included in the Toxic Substances Control Act Inventory (TSCA — USA). tr CE 1t1,tL tt �lalat� i 1 1 oerouis&ulils NEIN SECTION XVI: OTHER INFORMATION GLOSSARY ANSI: American National Standards Institute ASTM: American Society for Testing and Materials CAS: CSA: DOT: EPA: HMIS: LDst/LCu: NFPA: OSHA: RCRA: TGG: TLV -TWA: WHMIS: Chemical Abstract Services Canadian Standardisation Association Department of Transportation (United States) Environmental Protection Agency (United States) Hazardous Material information System Less high lethal dose and lethal concentration published National Fire Protection Association (United States) Occupational Safety & Health Administration (United States) Resource Conservation and Recovery Act (United States) Transportation of Dangerous Goods Threshold Limit Value — Time -weighted average Workplace Hazardous Materials Information System (Canada) References: (1) CHEMINFO (2010) Canadian Centre of Occupational Health and Safety, Hamilton (Ontario) Canada. (2) Supplier's MSDS Code of MSDS: CA U DRU SS FS 171 For more information: 1800 567-1492 Justifleatlon of the update: • New product. This MSDS contains all the information required by ANSI 7A00.1 standard (United States), by regulation 29 CFR Pan. 1910-1200 of the Hazard Communication Standard of OSHA and is in accordance with standard DORS/88-66 of WHMIS (Canada). To the best of our knowledge, the information contained herein is accurate. However, either the above named supplier nor any of its subsidiaries *names any liability whatsoever for the accuracy of compietemess of the information contained herein. Final determination of suitability of any material is the Me responstbIllty of the user. All materials may present u nknown hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards that exist. Alcan RS Catalyst Powder Revision dale: October 11, 2012 Page 3of3 11-01-2013 City of Tukwila Iirrr .1-Iaggerton, Mayor Department of Community Development Jack Pace, Director NEIL SHANNON 1220 37 ST NW,BLDG A - 106 AUBURN, WA 98001 RE: Permit No. D13-166 NORDSTROM - REROOF 100 SOUTHCENTER MALL TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/04/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. 2) Submit a written request for permit extension 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. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 12/04/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D13-166 6300 Southcenter Boulevard. Suite # 100 • Tukwila, Washington 98188 • Phone 206-431-3670 • FaX 206-431-3665 TCO.*'C`1'.1JY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: 013-166 DATE: 05-10-13 PROJECT NAME: NORDSTROM - REROOF SITE ADDRESS: 100 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTM EC TS `- V-13 PW \ Building Division Fire Prevention up Public Works Structural ❑ Planning Division Permit Coordinator p DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 05-14-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route k Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 06-11-13 Permit- Center Use. Only. CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 • PLAN REVIEW CHECKLIST - (Nonstructural) Permit App. l2J/ — /CC By: IBC Edition 09' & State Amend. Date: 5 -/c -t'J Project title: /4/.44,00-r- 2 roo-P +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Classify the building or portion thereof in accordance with Chapter 3 Determine the type of construction of the building in accordance with Chapter 6. Determine if the location of building on the site and clearances to property lines and other buildings on the site plan are in accordance with code provisions. Review for conformity with General building height and area limitations in accordance with Chapter 5. Review for conformity with special detailed requirements based on use and Occupancy. Review for conformity with Type of Construction requirements of Chapter 6. Review for conformity with Fire and Smoke protection features of Chapter 7. Review for conformity with requirements of interior finishes of Chapter 8. Review for conformity with requirements for fire protection systems of Chapter 9. Review for conformity with requirements for means of egress requirements of Chapter 10 Q-� Review for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 Review for conformity with Washington State Energy Code. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ✓ In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. Contractors or Tradespeople Peter Friendly Page • General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite/Apt. City State Zip County Business Type Parent Company COBRA BEC INC 5094554043 Po Box 19068 Spokane WA 99219 Spokane Corporation UBI No. 600495094 Status Active License No. COBRABI906J6 License Type Construction Contractor Effective Date 4/26/2010 Expiration Date 5/14/2015 Suspend Date Specialty 1 General Specialty 2 Unused her Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status ROOFTSR894RR ROOFTOP SNOW REMOVAL LLC Construction Contractor General Unused 12/27/2011 12/27/2013 Active BASSECI890R0 BASSETT CONSTRUCTION INC Construction Contractor Siding Unused 12/16/2011 12/16/2013 Active LYDIGDJ906QP LYDIG + DIX A JOINT VENTURE Construction Contractor General Unused 11/17/2010 11/17/2014 Active DIXCO"213KJ DIX CORPORATION Construction Contractor General Unused 5/11/1979 5/13/2015 Active COBRAC'1710RCOBRA CORPORATION Construction Contractor General Unused 9/19/1983 5/1/1999 Archived DIXST"372ND DIX STEEL CO Construction Contractor General Unused 8/20/1963 7/4/1980 Archived ACONDL'941B6 ACONDO LLC Construction Contractor General Unused 2/16/2006 3/12/2010 Expired COBRARS0112P COBRA ROOFING SERVICES INC Construction Contractor General Unused 5/17/1999 5/14/2011 Inactive Business Owner Information Name Role Effective Date Expiration Date DIX, PETER MICHAEL President 04/26/2010 Amount COLLINS, DANNY C Secretary 04/26/2010 4027173675 NUSS, AARON W Treasurer 04/26/2010 WEIRICH, JOHN Vice President 04/26/2010 Continental Insurance Co Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 LIBERTY MUTUAL INS CO 23010749 04/09/2010 Until Cancelled $12,000.00 04/26/2010 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 5 C lley Forge Ins 4027173675 08/31/2012 08/31/2013 $1,000,000.00 08/23/2012 4 Continental Insurance Co 4027173675 08/31/2011 08/31/2012 $1,000,000.00 08/31/2011 3 CP03805047 08/31/2010 08/31/2012 $1,000,000.00 08/26/2011 httns://fortress.wa. i?ov/lni/bbio/Print. aspx 05/21/2013