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Permit D10-179 - M3 BUSINESS CENTER - BUILDING C - REROOF
M3 BUSINESS CENTER BUILDING C 1061 ANDOVER PK E D10 -179 City o. Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 2623049019 Address: 1061 ANDOVER PK E TUKW Suite No: Project Name: M3 BUSINESS CENTER - BUILDING C Permit Number: D10 -179 Issue Date: 06/24/2011 Permit Expires On: 12/21/2011 Owner: Name: M3 PROPERTIES LLC Address: C/O JSH PROPERTIES INC , 555 S RENTON VILLAGE PL #100 98055 Contact Person: Name: MATT ALLEN Address: 20203 BROADWAY AV , SNOHOMISH WA 98296 Contractor: Name: SNYDER ROOFING OF WASH LLC Address: 20203 BROADWAY AV , SNOHOMISH WA 98296 Contractor License No: SNYDERW014MT Phone: 425 - 402 -1848 Phone: 425 402 -1848 Expiration Date: 06/01/2013 DESCRIPTION OF WORK: REMOVE EXISTING BUILT -UP ROOFING ASSEMBLY AND ROOF RELATED FLASHINGS, SUPPLY AND INSTALL NEW BUILT -UP ROOFING ASSEMBLY OVER EXISTING PLYWOOD SHEATHING Value of Construction: $185,600.00 Fees Collected: $3,603.81 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: Occupancy per IBC: 0008 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D10 -179 Printed: 06 -24 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non- Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: (At I 7)-q I hereby certify that I have read and exa ned this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie • with whether specified herein or not. The granting of this permit does not p construction or the performance of work. to this permit. Signature: e to give authority to violate or cancel the provisions of any other state or local laws regulating am authorized to sign and obtain this development permit and agree to the conditions attached Print Name: 1:::>""i b� % Date: c-fr4faD I This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate doc: IBC-7110 D10 -179 Printed.' 06 -24 -2011 shall be provided to the building inspector. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: Application of roof coverings with the use of an open -flame devices requires a separate permit from the Tukwila Fire Department located at 444 Andover Park East, Tukwila, Washington, 98188; telephone - (206)575 -4407. There shall be not less than one multi - purpose portable fire extinguisher with a minimum 2 -A 20 -B:C rating on the roof being covered or repaired. (IFC 105.6.24, 1417.3) 12: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 13: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 14: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D10 -179 Printed: 06 -24 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www. ci. tukwila. wa. us 'ITT` LOCA`;T?I+ONw 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 ** pp n King Co Assessor's Tax No.: Site Address: ICol - 1061 A► ,;0_ fA¢.tL Efts/ aututliN, f✓ Suite Number: Floor: Tenant Name: R3 gosooGss Late& - tkomPt.e 1,990 1S New Tenant: ❑ Yes ®..No 22,01 Property Owners Name: kr-aAR4 Smoak': / t ttU AeL &Amu, E&? Mailing Address: $$S Sty t Its" Fcorat. • x�IP�Rj, 1e�`c��o.'�,�we�c�ont�cS �i'.ili,'.; 's•£ Nf.' �,:aK"a'.w2i•:''7�f Name: I41V Hu-d■ Mailing Address: 't0a03 Rfiek0 1A1 AkieNa: E -Mail Address: matter a Sti'►1/41ciUfobFil , cr..M NFiO ; �TIONt• a',t.;ei: ^', •?�" .,td�rav iyt"2'S f':i+`s',• eeanieali(pg=A.) tmyillumbum Company Name: &AMC RoocilW t.0 WA LLC. Mailing Address: l 2Oa03 BROAD WAY Contact Person: NA2r ALLEN AvENot G/o �tx-131216d1 3 TAt.k) s L. LP A, t: -ws City State Day Telephone: 612•S) (tit - IBt[8 ;x4-13M61.1 - IJA City State Fax Number: (1{ ) 398 'Li', (14 ?t'71 Zip SNOHOMtsti City E -Mail Address: Malken (A .5nyolet rooCinj. cem Contractor Registration Number: State Day Telephone: 0025) (la -19{8 Fax Number: (etas) 3w8 -'NW gea% Zip Expiration Date: Company Name: Mailing Address: t City Contact Person: Day Telephone: E -Mail Address: FaxNumber: State Zip Company Name: Bets • eSWIJ • EcrtEr -3l Mailing Address: Oleo klearty2A Contact Person: &A B¢nwAI poa:.E.Aw ttze 35D E -Mail Address: Sek•nel_3i @ c ire -.ntr+ H:'Applications\Forms- Applications On tane\2009 Applications \I -2009 - Permit Applieation.doe Revised: 1 -2009 bh AtzAmict CA City State • Day Telephone: (Sig) 757- /501 Fax Number: (818) 761- /5Jq 9f356 — 0.3 Zip Page 1 of 6 RUT LDIN,g PERMIT INI,t) 1> 01� 206: c C 4. s ydr L".7A•'2" ti? Valuation of Project (contractor's bid price): $_ 1B -L OCp , 00 Scope of Work (please provide detailed information): 4-- Existing Building Valuation: $ BLAZIN6 C • gek‘v=ms ErsrIM Wtcr -01, 41)4144 AssccHety Apo ►�UPII i ANG.A. cV 8 txrSrl4W A*.4) 51{BAtt4Wb ?jj)it (zo -1641 40111• k i 1/%4 Mu- tUtfW Bumr - JP - SOP Pot PM li'IAU. Paul- AM .44046 A sllwlry 019 baMaiNuS .51, 3Z s s3 Will there be new rack storage? ❑ Yes ®.. No If yes, a separate permit and plan submittal will be required. Y'- J. N- ys�e 3:. W'Y:;'`- n• wtcS 'a`. .''.Yi.'dY:a"" e ,T3 Provide AlliBudamgAres tn'S.qu r ootagOBeel `�.`�;�;, ?��fiZ 7.:.:!$;+;��:�.�' �1• }xii`�oi'.�aC';,'��.�ia.. ';2` u?'_;�i<,'4`. ?��o: . 41 }- 'L 3 wyy :� r �-r �.4. f' _, �SaI'['''['•1 , g t « a""ti �w u; y- +'� 5'.. k f +,. s . �_ r94r�> 4 n �' '-s,,,.. F ? • ,a4 H3xlstin �� � : _ ,, �� 1 _ � :,'�.y r r nr r,ttel,, `S - 4.'r`tir M1... ,Interldr emodel , � '.Y .q ,41iiihonito , `c �' t"�'ting :' o 8.i, plStm c�b rw Stru e, 0:;,„,..4";:g -. hi,4 ,'!J et r i d; `7, s � , s t a W . ;.I_ i d WW.-617 v '4" ; n.,��*!' ^' Gonstr�tich� f er t1 p i% Ip'ef,t b ,3 a 'Am<:' <+hj' ,,- /4,), l�y,,eo� Occu :w�:.r. �Oacu an sear: 1$ ' ice , .f.__ aI1t+9Y,UC2rtl �' a I t Zoo _ N. 'gw , .rd S. ,�r 3h��7'il V ]yil.gf ')~logs ,� rat! u'a - - A,4 ,y N%A2rs JY" 'j S,,.w,A�H. '4dy tl ""�Y Arse soryrtStruc r M , .. '' tls., r ''e u -. c edCara Detache'd'Carage?;"` ;r 'uF a,... , %i1 ,,,,, Sw... •-.'GP. -. 4 y . ftaoh d 'gin is ti�-' .r Ii w'"'� w't J c ,.gc Y ,, S`i' r .4 ,ached .„.., l • t4 .. :, x t �•CoveredtrDeak �' � :� � � . :11..04-0.1 SZ. Titk, ".c ,�`"�, PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ® No If ryes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1Applications \Forms - Applications On Line\2009 Application\) -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 PLTCAT10 NOT t t, 1Y"i,yt N� L ri ESY wir'''�`•'f n�'3"k� ., 1vn �h'"C %>X� �,Yx�'t}.'I�+,'•° �ntIS� ap"� cat: t�� Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AU HORIZED AGENT: Signature: I Print Name: HAtiT Mailing Address: 0101:03 I oA% AI PplEttki0t. Date: 6/ Day Telephone: (Lj25) +lot- - 10'18 S>"r .)tta►I City State 48246 Zip IDate Application Accepted: Date Application Expires: Staff Initials: H:Wpplientions\Forms- Applications On Line\2009 Applications1l -2009 - Permit Application :doc Revised: 1 -2009 bh Page 6 of 6 • .. 3i� L :.P•A `D: ti: : l•.v: T: .:lbutF 4.v S . ;y,:t:.'+v;tin!l•: `�f, ti.'!Y y. /t 1¢)rtI ✓{:i. y, _Z:y.: U.M13INO �ANDFGAS PIPItN G PER1V)� °I 'TNF e ATION Oti 4313- 6�7 rf $�,,m ,� N Yt "t LR n v;i r1. •,'Ffi� a.,. yt t tir ci{ r „v..: :h 'a C', `” r�yFYb''° •C '+p af"��r+ ".,�a'r+ rl �� 'a udtt .t4'ia PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: City Day Telephone: Fax Number: State Zip Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'] Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: ;'" i turyeType: Q ty ' •FiztureType . ; ; Q t y . . Fiiiiiteir Ste ;, ; Fiietu:re_T e:' -', Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen (>750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:1Applications\Forms- Applications On- Line12009 Applications11 -2009 Permit Applieation.doc Revised: 1 -2009 bh Page 5 of6 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049019 Permit Number: D10 -179 Address: 1061 ANDOVER PK E TUKW Status: PENDING Suite No: Applied Date: 07/15/2010 Applicant: M3 BUSINESS CENTER - BUILDING C Issue Date: Receipt No.: R10 -01333 Payment Amount: $282.55 Initials: WER Payment Date: 07/16/2010 04:02 PM User ID: 1655 Balance: $1,903.35 Payee: SNYDER ROOFING OF WASHINGTON TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3285 282.55 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 282.55 Total: $282.55 P T RECE1i }4 doc: Receiot -06 Printed: 07 -16 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049019 Permit Number: D10-179 Address: 1061 ANDOVER PK E TUKW Status: PENDING Suite No: Applied Date: 07/15/2010 Applicant: M3 BUSINESS CENTER - BUILDING C Issue Date: Receipt No.: R10 -01332 Initials: WER User ID: 1655 Payment Amount: $1,417.91 Payment Date: 07/16/2010 04:01 PM Balance: $2,185.90 Payee: SNYDER ROOFING OF WASHINGTON TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3285 1,417.91 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,417.91 Total: $1,417.91 E T RECEIVED doc: Receipt -06 Printed: 07 -16 -2010 0 0 �J��1liLA wq� 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.ov RECEIPT Parcel No.: 2623049019 Permit Number: D10 -179 Address: 1061 ANDOVER PK E TUKW Status: APPROVED Suite No: Applied Date: 07/15/2010 Applicant: M3 BUSINESS CENTER - BUILDING C Issue Date: Receipt No.: R11 -01311 Payment Amount: $1,903.35 Initials: JEM Payment Date: 06/24/2011 04:20 PM User ID: 1165 Balance: $0.00 Payee: SNYDER ROOFING OF WASHINGTON, LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3460 1,903.35 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,903.35 1,898.85 4.50 doc: Receipt -06 Printed: 06 -24 -2011 INSPECTION RECORD Retain a copy with permit . INSPECTION NO. PERMIT NO. • oio-nq CITY OF TUKWILA BUILDING DIVISION C� 6300 Southcenter Blvd., #100, Tukwila. WA 98188 te. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro,Lect: li Type in ctigp: ` Address: Co .10 o I AMOO-JET E 1 1 Date Called: Special Instructions: , C \\ 't+/�: L� ` /. . Wanted:. a.m. P.m. Requester: done No: r.. F.. Approved per applicable codes. ['Corrections required prior to approval. 1/ COMMENTS: AL r&D J r sttedk)\;4,1 Inspector: 1Date:f 1• -7,, I n•REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • ?TT:Z.477 W7:7 .411;,,Y4'WrR7475 7271.57197t1r7:- - 7 ::.7.7%A•Tv :"nse.71:'-"v• '6"-:""" INSPECTION RECORD Retain a copy with permit — Mel INSPECTION NO. PER MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670'4f Permit Inspection Inspection Request Line (206) 431-2451 Project Type of Inspection: K.,1) A r- 5kark:Al Date Called: Address: (0(0 i ANooLto-- r 4 Special Instructions: Date Wanted—i --2(0 — kl p.m. Requester: Phone No: ElApproved per applicable codes. DCorrections required prior to approval. COMMENTS: CAD krro, cb r aketk Date:i REINSPECTION FEE IQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. (7. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 g (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projec 3 TYPKJ Actio ` 6,4_17.1. Gil~ y r / (p Address: 1 O ( ( Adol ov'r 6 Date Called: Special Instructions: Date Wanted: S``' Q a-mr Requester: PhongNIS —2 73 - 6 S'7 ❑ Approved per applicable codes. COMMENTS: Corrections required prior to approval. J kr.c ,-, Inspector( REINSPECTION FEE REQUIRED. Prior to next inspection. fee must•be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • • hrtv6.Aw_ 9 AAI �F�ieiA�f14f . ��� .a A. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila. WA 98188 x(206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 pro -1'11 Proj ct: �• tress t 3 C Type of Inspe ion: I 01-.Sk. e„A - Address: jp4( AoodJEJ ('- Date Called: Special Instructions: Date Wanted: _ .--1 / p.m. l t Requester: Phon No: ZS — 'L 73 _c6,55.4 Approved per applicable codes. a Corrections required prior to approval. COMMENTS: proML" FA-42-tril‘ V _17(A ,S' "-V ` ` - ` ASr AIe A) \Ai IA el' 6(Z 3 t,..i : t 41. c-ti 62-4-1-kei ji A Inspect r: Date:-7 1 — REINSPECTION FEE REQUIR D. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. quite -100 Call to schedule reinspection. t e „1+ r 1111! I \: tl ill.. NM? t?1 ffth Its !• tt�Iif ft ►Itif lip�v{ I;1 11 Yq 1: it ►Ili.', ter : *ate az- OR It ` 1 !j 4 I ti 70 , 1 , 1 f , 4 I\ t 1 r t 1 I ,111 161004 rI \• P 1 \ 11 I \- , 11 1 \ H /iN � tH 1(" � 1 /. 1 t1 } ,11 . 1++11,1 -, .1Hf11: ' 4; . 1 1 ' 1. ►II 1 If►1 111 1 : .1 t �' ! 1 N II I 1 t Il It t ft •, If, • , .,1 f 1 tt ff 11 � 1 +�'t' t � I � Mitt I`l`! ,\ ittlyl t. i hl r 0\ t$$I$H ` i(ffl y F I OAF MATERIALS CORPORATION Jiffy!), r r:. 111 /l +fllj`Qt N1rtl ?,14004,.. Il�t�llftltl � Ruber ®id ® /GAFGLAS® DIAMOND PLEDGE" N®L ROOF GUARANTEE OWNER: M -3 PROPERTIES LLC CIO FULBRIGHT & JAWORSKI LLP 111'1`11 ttI1N • • 14 ♦ . ♦ 1 1 f .`•♦ 11 111 , / r• 111 pp O ♦,.1. • ,Yt , ,1111 I \q., l rf ,1114 rr0 +11 + FL ,,tl r �r:;l} ,9x11, +1+r� It+ll `� 1,11 1'irl4, yore-. l tltlt►► Il llill4 lfilytiir �litllttl IIfll, ;•, 1 Cr (19 pup Y. NAME AND TYPE OF BUILDING- M3 BUSINESS CENTER - BUILDING C w� IIheY .: t 5lopper DI iiiond Plcitgt�•. PERIOD OF COVERAGE* 75 YEARS ADDRESS OF BUILDING: 10014061 ANDOVER PARK EAST, TUKWILA, WA 98188 SPECIFICATION: NB4MP6 265.00 AREA OF ROOF: SQUARES APPLIED BY: SNYDER ROOFING OF WA LLC / SNOHOMISH, WA DATE OF COMPLETION; 09/08/2011 GUARANTEE EXPIRATION DATE: 09/08/2026 THE GUARANTEE/SOLE AND EXCLUSIVE REMEDY GAF MATERIALS CORPORATION ( "GAF") guarantees to you, the original owner of the building described above, that GAF will provide "Edge To Edge" protection by repairing leaks through the GAF roofing membrane, liquid applied membrane or coating, base flashing, insulation, expansion Joint covers, preflashed accessories and metal fleshings used by the contractor of record that meet SMACNA standards (the "GAF Roofing Materials ") resulting from manufacturing defects, ordinary wear and.tear or workmanship in applying the GAF Roofing Materials. There is no dollar limit on covered repairs. Leaks caused by any materials other than those listed above, such as the roof deck, non -GAF insulation, or any other materials used In the construction of the roof system, are not covered. GUARANTEE PERIOD This guarantee ends on the expiration date listed above. NOTE: Lexsucoe and uncoated M -CURB fleshings are covered by this guarantee only for the first ten years. OWNER'S RESPONSIBILITIES Notification of Leaks In the event of a leak through the GAF Roofing Materials, you must make sure that GAF is notified directly about the leak, In writing, within 30 days by email (preferred) at guaranteeservices @gef.com, or In writing to Guarantee Services Department, 1361 Alps Road, Bldg. 11 -1, Wayne, New Jersey 07470, or GAF will have no responsibility for making repairs. NOTE: The roofing contractor is NOT an agent of GAF; notice to the roofing contractor Is NOT notice to GAF. By notifying GAF, you authorize GAF to Investigate the cause of the leak. If the investigation reveals that the leak is not covered by this guarantee, you agree to pay an investigation cost of $500. This guarantee will be cancelled if you fall to pay this cost within 30 days of receipt of an invoice for it. Preventative Maintenance and Repairs A. In order to maximize the trouble -free performance of your roof, you must perform regular inspections and maintenance and keep records of this work. B. To keep this guarantee in effect, you must repair any conditions In the building structure or roofing system that are not covered by this guarantee but that GAF concludes may be threatening the integrity of the GAF Roofing Materials (e.g., porous walls allowing water entry Into the roofing system). C. You may make temporary repairs to minimize damage to the building or its contents in an emergency, at your sole expense. These repairs will not result in cancellation of the guarantee as long as they are reasonable and customary and do not result in permanent damage to the GAF Roofing Materials. D. Any equipment or material that impedes any Inspection or repair must be removed at your expense so that GAF can perform inspections or repairs. EXCLUSIONS FROM COVERAGE (e.g., Items that are not "ordinary wear and tear" or are beyond GAF's control) This guarantee does NOT cover conditions other than leaks. This guarantee also does not cover leaks caused by the following: 1. Inadequate roof maintenance, that is, the failure to follow the Scheduled Maintenance Checklists provided with this guarantee (extra copies available by calling Guarantee Services at 1- 800 -ROOF -411). 2. Unusual weather conditions or natural disasters including, but not limited to, windstorms, hall, floods, hurricanes, lightning, tornados, and earthquakes, unless specifically covered under this guarantee. 3. Damage to the roof constructed of the GAF Roofing Materials due to: (a) movement or cracking of the roof deck or building; (b) improper installation or failure of any non -GAF insulation or materials; (c) infiltration or condensation of moisture through or around the walls, copings, building structure or surrounding materials except where high wall GAF waterproofing fleshings are Installed; (d) chemical attack on the membrane, including, but not limited to, exposure to grease or oil; or (e) the failure of wood nailers to remain attached to the structure. 4. Traffic of any nature on the roof unless using GAF walkways applied in accordance with GAF's Application and Specifications Manual. 5. Blisters in the GAF Roofing Materials that have not resulted in leaks unless (a) the blister Is between the base sheet and insulation and a Stratavent1 Eliminator' perforated venting base sheet is Installed directly over isocyanurate Insulation, or (b) the blister is in a seam and may affect the watertight integrity of the GAF Roofing Materials. 6. Changes In the use of the building or any repairs, modifications or additions to the GAF Roofing Materials after the roof is completed, unless approved in writing by. GAF. 7. Conditions that prevent positive drainage or result from ponding water. 8. Any condition (e.g., base flashing height or lack of counterflashing) that is not In accordance with GAF's Application and Specifications Manual or any deviation or *modification from any specification published in the Manual, unless specifically authorized by a GAF Contractor Services Manager or Director in writing. No representative, employee or agent of GAF has the authority to assume any additional liability or responsibility for GAF, except In writing signed by an authorized GAF Contractor Services Manager or Director. NOTE: Any Inspections made by GAF are limited to a surface Inspection only, are for GAF's sole benefit, and do not constitute a waiver of any of the terms and conditions of this guarantee. TRANSFERABILITY You may transfer or assign this guarantee to a subsequent owner of this building for the remaining term only if: 1) the request is In writing to GAF at the address listed below within 60 days after ownership transfer; 2) you make any repairs to the GAF Roofing Materials or other roofing or building components that are identified by GAF after an inspection as necessary to preserve the integrity of the GAF Roofing Materials; and 3) you pay an assignment fee of $500. This guarantee is NOT otherwise transferable or assignable by contract or operation of law, either directly or Indirectly. LIMITATION OF DAMAGES; MEDIATION; JURISDICTION; CHOICE OF LAW THIS GUARANTEE IS EXPRESSLY IN LIEU OF ANY OTHER GUARANTEES OR WARRANTIES, EXPRESS OR IMPLIED, INCLUDING ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, and of any other obligations or liability of GAF, whether any claim against It is based upon negligence, breach of warranty or any other theory. In NO event shall GAF be liable for any CONSEQUENTIAL OR INCIDENTAL DAMAGES of any kind, Including, but not limited to Interior or exterior damages and /or mold growth. The parties agree that, as a condition precedent to litigation, any controversy or claim relating to this Guarantee shall be first submitted to medlatlon before a mutually acceptable mediator. In the event that mediation Is unsuccessful, the parties agree that neither one will commence or prosecute any lawsuit or proceeding other than before the appropriate state or federal court in the State of New Jersey. This Guarantee shall be governed by the laws of the State of New Jersey, without regard to principles of conflicts of laws. Each party Irrevocably consents to the Jurisdiction and venue of the Identified courts above. NOTE: Thls Guarantee becomes effective only when all bills for Installation and supplies have been paid In full to the roofing contractor and materials suppliers, and the Guarantee charge has been paid to GAF Materials Corporation. This guarantee must have a raised seal to be valid. 02009 GAF Materials Corporation • 5/09 • COMTS587 i►lillf )1111 {441if�ylfifi{141if lltf{t {)iflf !HMI !11 {li►ft ffl({fff 14111 {gflfl..�liiilf{llfifk IN! fill , ►iN►1t1Ii11 ►NINI, NFI► ,2 : ►1 { Gd {{ f7 l„ ,. . Yk 1 1 INI •.f1►14 1�It►NH, al ' IJ /I :. -A /414'1' 9+ !11411 t! ! t 1 F. ! f 111! l+. ... Il } 1 1 : J. IIN i. 1 7• ': 4 1 J4 ' IItY 1 e 111 ! 1 ! 1 1 /1 1 11 4.r 1► > 1+1 1 1 / 1 J t � 1 1 1 1 , ,. t S � 1 fw , 1 • •• 1 fP /1t= 1'. / � 1 111 •! + 1 1 � 1 ,1 .f 11 P �' �:�+:4 I:tt;�ti;Pi:;: lft�! •:�; 1:+,::� {J:� /ttgts.. 1 +'t l + 1 P�. /fl,' 4 , 1�� P +I/ /, +,'.` ♦af, e. .I. .I.i OAF MATERIALS CORPORATION 1301 ALPS ROAD, BUILDING 11.1 WAYNE, NJ 07470 By. Authorized Signature 11/10/2011 Date trrit t,tr I1J Lw. ttt t;S t1�J4 ! if If ) 11{ i► { i ,J4 ►ilill�; 0i_� I� 1♦! }�1�. ♦fir Illyi{li+fnnn 1YtJµ14F:g;: 11, ,�,► {N 1111f{t!I1I t {!181111 '11NIi;./�,�;�It111r1t+1: - :/'ii)i11tH: !1 It 1 1 111 1 •+ ,f J• 1111 t')'`my.illtl rir �iiltfll�Ifif � • f }!tt {► {llfil� �f +ill {t {►Iflf ,; :f4ll4�iflf' 11t 1 ►1.3 ..r1s Hlk , IIN►1 . 1! ! 1 y n,ll+ll.:• 11 111 'itJll�lyJ +� k jf, � ..... 4P.r...D hP7 rillr (77:71.1,:11* 1l st. 11 II ■ /••• • '•• oti !1.1 F0tSP WA' trra rr 1C MHO- • REQUIRED FOR: { t5USiWSS • -a x- a d Mechanicai Electrical %Plumbing Gas Piping City of Tukwila B _, ILDIN DIVISION 6 4 n G A A g I Tai-- - ', . •ia i ✓ V BUILDING. "11" A 4 BUILDING "C" 1 rd J1 'kid 1 livAgt t4t3 e rl* f0' • • r dloo tik ow; =e: lea Nip 4 A a - rr-r3 cr 2 :— ••• ■ ■t••f•R•••••1 •0 011111 •"z� • •• •• 1 1 ✓ v a o v 4 • 4 • BUIT,DINCG "r3" !4�f %ep 4pm1•t••ASi2il, easa� �♦IC I OA 'a a [. ANDOVER PARK EAST REVISIONS of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. €U J 11 • •••• tk !eft" "id V V V roadial • 1�16l�111 1 Valik PAVA tr4 111 4 di karAittil INKLER BLVD ttr Thk,L qY1P1R •1• Flan ,ppr the k of F Permit No. eview approval val of constru olation of any roved Field By. Date: C(2 REVIEWED p CODE COMPLIANCE JUL 2 9 2010 City ou.iIa BUILDING VIP+GN py is subject to errors and omissions. ion documents does not authorize dopted code or ordinance. Receipt y and conditions is acknowledged: BU 20 11 ity Of Tukwila LDING DIVISION RECEIVED JUL 16 2010 PERMIT CENTER (Ow-17 / V, 0 Z REVIEWED FOR - CODE COMPLIANCE A MIMED JUL 2 d 2010 City of Tukwila BUILDING nnhlsinni pro -179 RECEIVED JUL 16 2010 PERMIT CENTER J:\ 2009 \0914IRI \CAD \Slrualural \09141RI.l.dwg 1/5/2010 SCREW (C) B.N. i OF COLUMN & NEW STRAP NEW y• THK. • • 3✓' W DE 16-X.0 6' -0' LONG STRAP • 3K' LONG Z OF BEAM SPLICE & STRAP WIDE NEW Y TM. z STRAP 1641'0 x yr• LONG a 8' -0• FOND STRAP GENERAL NOTES GENERAL: 1) ALL WORK SHALL CONFORM 10 THE RE-05. 2005 OF THE 2006 INTERNATIONAL BUILDING CODE, ASCE 7-05. 2006 CRY OF LOS ANGELES BUILDING CODE CHAPTER 91 AND ALL OTHER APPLICABLE REQUIREMENTS ORDERS. ORDINANCES AND REGULATIONS. 2) THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE 3 WRITTEN DIMENSIONS (NOT ) SCALE DRAWINGS (� SCALED DIMENSIONS) SHALL BE USED. DO NOT t UNLESS SHOWN OR NOTED OTHERWISE. TYPICAL DETAILS AND GENERAL NOTES SHALL BE WHENEVEAP-—.— 5) 6006ADEQUATE SN0RIN0 INGETCAS REQUIRED T RELY LL EXECUTE ALL WORK, AND 5140L BE FULLY RESPONSIBLE FOR SAYE. 6 TOPTHE STRUCTURAL ENGINEER TEST RESULTS, ETC, SHALLBE SENT 7) PLANS AND DETAILS WERE DEVELOPED BASED UPON A REVIEW OF THE EXLRING DRAWINGS BT THE RESPONSIBLE ENGINEER AND REFLECTS AN OVERALL VIEW OF THE ETOSTING STRUCTU6AL SYSTEM. 6) NOTIFY THE ENGINEER IMMEDIATELY OF ANT CONNCT BETWEEN STRUCTURAL DRAWINGS AXD EXISTING BUILDING CONDITIONS ANT CONNCT SHALL BE RESOLVED WTTM THE ENGINEER BEFORE PROCEEDING WTTX CONSTRUCTION.Op° 9) SEISMIC DESIGN DATA A) OCCUPANCY CATEGORY: B'_ B) SEISMIC IMPORTANCE FACTOR: .1.0 C) MAPPED SPECTRAL RESPONSE ACCELERATIONS: 0 = 1.523 9 Li) STIE CLASS: •D' S. = 0.521 9 SPECTRAL RESPONSE COEFTCIENTS r a os21 o h SEISMIC DESIGN CATEGORY: 'D' 10) ANT YODIFIGTIDNS TO STRUCTURAL DESIGN REQUESTED BY CONTRACTOR WILL REQUIRE ENGINEERING SERVICES WHICH ARE SUBJECT TO CHARGES. 1) 0 SCREWS AND LAG SOUS SHALL NOT BE IWIYFAW INTO PLACE. 1) STRUCTURAL STEEL MD STRUCTURAL STEEL, YI EE MISCELLANEOUS IRON, SHALL CONFORM TO ASTY A -S0. STEEL TUBES SHALL CONFORM TO ASTY A -500 GRADE 'B' FY=s6 651. 2) BOLTED CONNECTASTII AULL CONFORM TO RISC SPECIFiGTI0N5, USING BOLTS CONFORMING A A -307 AND CONNECTING YATERUL TO ASTY A_ 3) WELDING SHALL BE DONE BY THE SHIELDED ELECTRIC ARC PROCESS BY QUALIFIED AND APPROVED WELDERS USE E -70 SERIES ELLCTRODQ 4) WELDS SHALL BE UNIFORM W 512E AND APPEARANCE AND FREE OF PINHOLES. POROSITY, AND OTHER DEFECTS 5) ALL WELDING IS DESIGNED FOR FULL SHOP FABRICATION AND SHOP WELDING SHALL BE PERFORMED M A SHOP APPROVED BY THE CRY OF 41010 A DEPARTMENT OF BUILDING & SAFETY. 6) FIELD WETDING SHALL BE DONE UNDER CONTINUOUS INSPECTION OF A REGISTERED DEPUTY BUILDING INSPECTOR. REVISIONS BY "E6; o• /...,....- ON • 3'r' WIDE • LOG /12 21r' EMBED. STRAP IV IY:' (• -0' 2' -6' M. X V 2 (E) 4x6 NAILER 11 GAUGE x 7)r' v 342' 1060 O 6•-0• O.C. W/ 6�'■ x 9r" LONG SWPSON 'WS' SCREWS O S' O.C. (� F 1111111_1111111 OR) TYPICAL DS SIM SCREWS M. EACH SIDE 6a BEAM CONTINUITY AM SSO X05' SCREWS M. EACH SIDE A7 16 -x•/ a Sir' L0NG SIMPSO 'SOS' SCREWS 16-N SOS LONG SIYPSON 'SDS' SCREWS • �.{I Yom'} 0 1 *'• 1$" TYp, .,__ ll�� (E) GW -NAY BEAM TIE DETAIL 2 aT I % -4 llr- ryp, MaialiI -- ___.__, ___. _ _ -__ _ - _ • ‘1111 _� � � __ ___ . � y KBy'' k 55''x% q 5.1g W;m ir, 6S a � iS g i g1 1!/ I _ � L�•��` _ - _ —I_ —. _ t =t (E) 4+: PURUN ie / (E) 2x ROOF !01ST ' OR PURUN _ _ (E) L6" (E) Y'/ BOLTS o 4' -0. 0.C. SHIM PLATE 6 REQUIRED (E) 9r' CONC. WALL -_LL (E) PIPE COLUMN TYPICAL CONTINUITY I ` (E) GLU -NAM BEAM TIE DETAIL (E) MU-LW BEAM TYPICAL CONTINUITY TIE DETAIL 3 3/4• =1' -0- BUILDING "A" s� 3 /4 ° =r -o" BUILDINGS "A ", "8 ", "C" sl) 3/4• =1' -0- BUILDINGS 'A ", "B ", "C" s� ( � o_., u - - Y n W L'W ° ,:i Y Ix= SD ^ W °' Q o u .• F ip 2 e . x 3 '' 'S = F� ;111: - °n ,� m • = " - �`< rt N -4 F- a u _ e� W ;�u _ r rt . Pw��I11 ,\ (E) RN. F. Of COWYN !NEW STRAP NEW X• TIII. x 3' WIDE ISM " /,x LONG i 5' -0• LONG STRAP (� B.N. NEW STRAP ! :El./ Y• TXK x S WIDE 15 -Y4•/ x 3$' LONG I 5' -6• LONG STRAP (E) k6 NAILER (� Levi' STRAP PER Q • 4 -0 BOLAS T® O {' -0' O.C. 'TIT Sr SCREW ANCHOR 'TREK HO' SCREW ANCHOR SWPSON 'SOS' SCREWS TYP. EACH SIDE SIMPSON SOS SCREWS M. EACH SIDE • SFNTFNDE ALTERNATE WO THREADED ROD WITH 31•x2$' SIXIME WASHER PLATE AT INTERIOR WALL FACE HSS 3 "x2"14" • • " • •- • • • • „,1 i �Y lii "• M• 1r - 11:' M. - -- - d� � _ ,_ _ �.� _ __ s O 6' -0" O.C. OF fXINCfPIN:TION• .CONFORMING _.. _.V_V r - -_ --_ . _.. ... ...._ - ' " " "' "" - ... .. - 1. LOCATE 2. ATTACH (SHIM 3. ATTACH STARTING (E) 2x ROOF JOIST OR PURUNS O B' -0. 0.0. MAX. VERTICAL TUBE TIGHT AGAINST WALL AT TOP & 0017061 IF NECESSARY). STRAP TO ROOF JOIST OR PURUN W/ j6 SCREWS FROM THE WALL SIDE SIMP5ON 'HOW HOEDOWN EA SIDE 0 6' -0" 0.C. MAX. (E) tx PURUN, �® M. (0) PIPE COLUMN TYPICAL CONTINUITY (E) CI.0 -LAY BEAM TIE DETAIL '_: :':_ _; „__,_, _ - -- i �• '" " "' ®® (0) 6U1 -LAII OR 6x BEAM (0) PIPE COWYN TYPICAL CONTINU \ (E) 0W -LUI BEAM Y TIE DETAIL 5 ouzo* •^"' -� �. / r RE t • *C9-23-10 4 \'Qj Dad �F '; .../ / / / //, " , , I/ • (0) INTERIOR CONCRETE WALL 7 'i �. 3/4' =1' -0" BUILDINGS "B ", "C" stJ 3/4' =1' -O° BUILDINGS "8", "C" St) 3/4"=1' -0. S'1„.1 MI STRUCTURAL PRODUCTS APPROVALS __ _ 9 PRODUCT ICC A L r�`O./ I ,1,� = \ - -� ' (0) PURUN OR GIRDER A Y MIN. 51YP50N "503• WOOD SCREWS ESR -2236 IFS.74 -- — — _ SIMPSON 'TITER ND' SCREW ANCHOR ESR -2713 _--- -4" /I +r d BEAY.WIAY (E) PILASTER 7i•x3'xf 1't WASHER PLATE PLAN VIEW A -A ALTERNATE WALL ANCHOR 0 PURUN OR GIRDER • MIL FOR INFO NOT SHOWN OR NOTED SEE DETAIL Q TYPICAL WALL ANCHOR DETAIL a TYPICAL DETAIL OF WALL ANCHOR 1 1 1/2 " =1' -0" AT (E) TILT —UP WALL St 3 /4•=I' -O° AT PILASTER sl 3/4 " =1' -o° (1-0--- i t (13.\■(.11., ALL WORK IS VOLUNTARY SEISMIC STRENGTHENING J talc DI /o6 /zolo O 6F DO NOM W. N. Scac AS SHOWN Lt 0914101 M. S 0 RW 3/4..1.-0' 51� 3/4 " =1' -O' 51/ 3/ < "=1'-0" Si} 3/4 " =1' -0" S1� 0914161 REVIEWED FO CODjE�jCOMPLIANCE JUL 2 2010 City of Tukwila BUILDING oivisiory RECEIVED JUL 16 2010 PERMIT CENTER Ring Maps Page 1 of 1 Print this page in a more readable format: Click Print next to the lower -left comer of the map. Wig Blvd • a it gGln�er Blvd -� _-- �... -� �MUil$et Blvd Upland or - Directions A w. Mrillartd L:= Business, address, or landmark Business, address, or landmark Round - tripAdd to route fattort 1Mo-179 B Reverse REVIEWED FOR` CODE COMPLIANCE (11 F® 1„ City of Tukwila BUILDINP nnnei w, RECEIVED JUL 16 2010 PERMIT CENTER http: / /www.bing.com/maps /default.aspx ?encType =1 &where 1= Seattle %2c +Washington &F... 7/19/2010 BRIEF WORK DESCRIPTION BUILDING A: SUBMITTAL M3 BUSINESS CENTER 1001 ANDOVER PARK E TUKWILA, WA 98188 COMPLETE REMOVAL OF EXI i G ROO !P AND ROOF RELATED FLASHINGS. SUPPLY AND INSTALL NEW 4 -PLY BITUMEN ASPHALT ROOFING ASSEMBLY WITH NEW ROOF RE "` D "i. HINGS. EXISTING ASSEMBLY CONSISTS OF 2 (EACH) ROOF ASSEMBL BUILDING B: COMPLETE REMOVAL OF R I OF 'i TED F ' I I GS. SUPPLY AND INSTALL NEW 4- PLY MODIFIED BITUMEN ASPHALT RO , "?` ASSEMBLY WITH NEW ROOF RELATED FLASHINGS. EXISTING ASSEMBLY C e,, S ! 1 (EACH) ROOF ASSEMBLY. BUILDING C: COMPLETE REMOVAL OF EXISTING ROOFING AND ROOF RELATED FLASHINGS. SUPPLY AND INSTALL NEW 4 -PLY MODIFIED BITUMEN ASPHALT ROOFING ASSEMBLY WITH NEW ROOF RELATED FLASH NGS. EXISTING ASSEMBLY CONSISTS OF 2 (EACH) ROOF ASSEMBLIES. bOwb (7'? RECEIVED JUL 16 2010 PERMIT C NTTR -(kparhit t COpy SUBMITTAL M -3 BUSINESS CENTER 1001 ANDOVER PARK E TUKWILA, WA 98188 SECTION: MODIFIED ASPHALT BUILT -UP ROOFING ENCLOSED: - SYSTEM DESCRIPTION PRODUCT LIST - ROOF ACCESS AND PROTECTION PROTOCOL - MANUFACTURER'S REQUIREMENTS FOR ROOF PENETRATIONS - SAMPLE INSTALLER'S WARRANTY - APPROVED APPLICATORS LETTER - PRODUCT DATA SHEET AMPLE WARRANTY "„REVIEWED MATERIAL SAFETY DATA SHEET CQ��O ED FOR MANUFACTURER'S FASTENING REQUIREMENTS �Ptr��C� MANUFACTURER'S DRAWINGS t'E P112 "VED • JUL 2 9 2010 C I UILDING D►vr, SrnN bLo179 RECEIVED JUL 16 2010 PERMIT CENTER SUBMITTAL M -3 BUSINESS CENTER 1001 ANDOVER PARK E TUKWILA, WA 98188 PRODUCTS: - GAFGLAS #75 - GAFGLAS FLEX PLY 6 GAFGLAS MINERAL SURFACE - KARNAK ULTRA #19 KARNAK 102AF - FIELDS MELTPAC CHEM LINK 1 -PART - CHEMLINK M -1 SIMPLEX CAP NAILS - WR MEADOWS WHITE WALK SYSTEM DESCRIPTION: WOOD DECK USE: BASE SHEET PLY SHEET CAP SHEET ASPHALT MASTIC ASPHALT PRIMER TYPE III ASPHALT POURABLE SEALER STRUCTURAL ADHESIVE MEMBRANE FASTENERS WALK PADS REMOVE ROOF RELATED SHEET METAL - REMOVE ALL BUILT -UP ROOFING FROM THE DECK AND PARAPET WALLS - REMOVE ALL WALL AND BASE FLASHING REMOVE SCUPPERS AND GUTTERS REMOVE SLEEPERS AND ABANDONED CURBS 1 -LAYER GAFGLAS #75 BASE SHEET / MECHANICALLY FASTENED 2 -LAYER GAFGLAS PLY 6 / HOT ASPHALT APPLIED 1 -LAYER GAFGLAS MINERAL SURFACED CAP SHEET / HOT ASPHALT APPLIED - WALKPADS AT SERVICE SIDE OF ALL ROOF TOP HVAC UNITS / HOT ASPHALT APPLIED BASE AND WALL FLASHINGS: - INSTALL 1 -LAYER GAFGLAS #75 BASE SHEET / HOT ASPHALT APPLIED - 1 -LAYER GAFGLAS MINERAL SURFACED CAP SHEET / HOT ASPHALT APPLIED ROOF ACCESS AND PROTECTION PROTOCOL Built -Up Roof Areas 1. Roof traffic limited to pedestrians. Any equipment or material carts to have rubber, inflated tires and not to exceed 300 lbs. gross without written consent of Snyder Roofing. 2. Any areas used as storage must be protected with minimum %2" insulation & plywood prior to placing of materials. Do not cut or weld any material without protection as called out. 3. All trades must provide their own ladders (with protection under) and safety equipment. 4. Should damage occur to the roof, please notify Snyder Roofmg immediately so that damage can be repaired and cost can be minimized. 5. If any roof penetrations are to be made after roofing has been substantially completed, please notify Snyder Roofing so that proper details are followed so that such repairs are within the manufacturer's requirements. In Case of Emergency GRANT SIMPSON 425- 402 -1848 S EN HOOFING COMMEROAL - INDUSTRIAL MEi1NQ JFAC 1 1J RER'S Q 11.0 RE�MEN .9. S FOR ROOF/DECK PENETRATIONS All vertical penetrations (pipes, curbs, etc.) must terininate at Ieast 8" above the finished roof surface. These elements must be separated by a loniriimum 12" in any direction. "Ganged" penetration are not acceptable. Any supports penetrating the roof system must be round pipe or tube steel (roand.pipe is best) no anistr€ct or angle is allowed. All pipe flashings provided by other trades must be sized to fit the pipe (a 2" Lead jack on a %" conduit is unacceptable). The jack must be 4 pound lead, 8" high with a flange 4" beyond the pipe. Any supports that set on the roof system must have compatible walk pad placed beneath then and not exceed manufacturer's acceptable • load limit. Any holes (such as galvanizing holes) in any support, safety anchor, etc. must be permanently sealed. Oregon LLC ?. Box 23819 ard, OR 97281-3819 SNYDER ROOFING GROUP OF COMPANIES AN EQUAL OPPORTUNITY EMPLOYER SNYDER ROOFING GUARANTEE WHEREAS, Snyder Roofing of 20203 Broadway Avenue, Snohomish, WA 98296, herein called "the Contractor" has completed application of the, OWNER: ADDRESS OF OWNER: TYPE AND NAME OF BLDG: LOCATION: AREA: DATE OF COMPLETION: DATE GUARANTEE EXPIRES: SAMPLE WHEREAS, at the inception of such work the Contractor agreed to guarantee the aforesaid roof against faulty workmanship for a limited period and subject to the conditions herein set forth; NOW, THEREFORE, the Contractor hereby guarantees, subject to the conditions herein set forth, that during a period of 2 years from the date of completion of said roof it will, at its own cost and expense, make or cause to be made such repairs to said roof resulting solely from faults or defects in workmanship by or through the Contractor as may be necessary to maintain said roof in watertight condition. PROTECTIVE CLAUSES This guarantee is made subject to the following conditions: 1. This guarantee does not cover damaged caused by lightning, windstorm, hailstorm, or other unusual phenomena of the elements, foundation settlement; failure or cracking of the deck; defects or failure of material used as deck; defects or failure of material used as a base over which the chimneys, skylights, vents, or other parts of the building are supported; or fire. All pitch pocket, gravel stops and details that require roofing to seal to metal are excluded. If the roof is damaged by reason of any of the foregoing this guarantee shall thereupon become null and void for the balance of the guarantee period unless such damage is repaired by the Contractor at the expense of the party requesting such repairs. 2. Nothing in this instrument shall render the Contractor liable for consequential damages to the building contents resulting from any defects in said work performed. 3. No work shall be done on said roof, including, but without limitation, openings made for flues, vents, drains, sign braces, or other equipment fastened to or set on or through the roof, unless the Contractor shall be first notified, shall be given the opportunity to make the necessary application recommendations with respect thereto, and such repairs to be made by this contractor. 4. This guarantee shall not be or become effective unless and until the Contractor has been paid in full for said work in accordance with this agreement pursuant to which such work was performed. 5. Snyder Roofing cannot provide any insurance coverage, additional insured or otherwise, pertaining to mold, water intrusion, or Exterior Insulation Finish Systems (EIFS), oriented strand board system, (LP siding/Omni Wood), Hardiplank or other exterior building envelope systems. Snyder Roofing specifically disclaims any and all liability for product material defect or workmanship claims relating to the foregoing systems. 6. This guarantee shall provide the exclusive remedy to the owner for all claims made. 7. Additional conditions or exclusions: IN WITNESS WHEREOF, this instrument has been duly executed this day of , 2010. Snyder Roofing of Washington, LLC sharetwarranty.doc fr' ssHH La MI r 'I, Irfl fr t H r N 11} t f 1ff 1 I I ! fu +wl�f�Iluu[.luluu 4•- .p Nikilti��.4 +fFr� ,' rfrflle�l' �: rt �Hl�Prfirirt+ r��fA�r! If; r{ iEi����iiulr'{ rtt?.; rfrll� r�yi +�r���r�rrtil;4i�if03 r ritir u�ltill r nu u1 Vtritilitgli4�:J( itit siti4wl i�VufisrUkii11 1i4t>iai4 �i9��1 h er R: No. 1 .44'ft v1 rte; r1� GAF MATERIALS CORPORATION SYSTEM PLEDGE' ROOF GUARANTEE I TYPE OF GUARANTEE PERIOD OF COVERAGE. YEARS OWNER: NAME AND TYPE OF BUILDING. ADDRESS OF BUILDING: SPECIRCATlON: AREA OF ROOF: TYPE OF R.ASHINO APPLIED BY: DATE OF COMPLETION: m(PIRAnON DATE GTH OF FLASHING: SQUARES LINEAL FEET THE GUARANTEE GAF MATERIALS CORPORATION ('GAFMC-) guarantees to you, the original owner of the building described above, that GAFMC will repair leaks through the GAFMC roofing membrane, base flashing, Insulation, expansion joint covers, prsflashed accessories, coated edge metal and coating (the 'GAFMC Flooring Materials" resulting from the causes listed below while this guarantee is In effect. Scope Of Coverage - Leaks Caused by: 1. Natural deterioration of the GAFMC Roofing Materials 8. Splits not caused by structural failure or movem b r cracks in sub - 2. Blisters state roof base or non -GAFMC Insulation over w 'h'at : GAFMC 3. Bare Spots Roofing Materials are applied 4. Fish- mouths 7. Buckles and wrinkles 5. Ridges 8. Workmanship in applying the GAFM 9. Slippage of membrane or bas: {ashin These repairs will be made at no cost b u provided that ••r' Pnt yt p you give to GAFMC. , :I k. -{u, guarantee shall not exceed N the aggregate over the life of this guarantee more than $ per 1 • r `� .. . � - a Leaks � ins- • by any materials other than those listed above, such as the roof deck, insulation, or any other materials •�.f, : roof system, are not covered. .... -.. - . GUARANTEE PERIOD f This guarantee ends as of the date listed above. Note: some systems require the �ne oflng system. Where Mcurbs or Lexsuco fleshings are used, they are covered by this guarantee only for the fl 1 ( Y on box is checked above, your guarantee can be extended by following the steps explained below. ELIMINATOR- ADVANTAGE' n In addition to the repair of leaks as detailed above, if a Stratavent' Elm, .. se sh Is installed directly over Isocyanurate Insulation, GAFMC will also make repahs to eliminate Ws e 2 tha 4 k4-- n a �, ;.vita Eliminator perforated venting base sheet and the Isoryanurete Insulation even If these blisters do not - 1( tie' ks EZ MAINTENANCE OPTION Smooth surfaced built -up and marred roof system I -;,u ,,.pu: ; „, too •; •.: g o average every three to live years in accordance with normal good roofing practice and to assure this gu- Roy ms coated with BMCA MB Plus or BMCA Surface Seal require an initial coating at date of Installation and tea • » -eon on y EVERY - YEA tto maintain the coating and guarantee effectiveness. Guarantees issued with the EZ Maintenance Pledge : arked in the to • 'gh .:..kk • mer under the System Pledge heading. OWNER'S RESPONSIBILITI y. IM =l feet of e co s coo clali t-,,• sorles If -. -r- tea• In the event of a leak through the Q. Bldg. 11.2, Wayne, New Jersey 0747.,,ty 4 repairs. NOTE: the roofing contracts By notifying GAFMC, you this Guarantee, you agree to pay receipt of an invoice for You must perto must be removed under the guars will be cancete You may not - u R ?'-• are i• •.i I °• fag to f t notify the GAFMC Contractor Services Department 1381 Alps Road, ys after Its discovery or GAFMC will have no responsibility for any the roofing contractor is NOT notice to GAFMC. ause of the leak. If the investigation reveals that the leak is not covered by s Guarantee will be cancelled if you fail to pay this cost within 30 days of and keep records of this work. Any equipment or material that Impedes any Inspection rm Inspections. You must make repairs to the building or roof components not covered lion as necessary to preserve the integrity of the GAFMC Roofing Materials. This guarantee rs to mint : damage to the building or Its contents In an emergency at your sole expense. These repairs 0111 arantee as long as they are reasonable and customary and do not result in permanent damage to the GAFMC COVERAGE oaks caused by: ce lr conditions other than leaks. 4. Changes in the use of the building unless approved in writing In-• weath tk,Y •liens or natural disasters Including, but not advance by GAFMC. limited to, w1 d Oo • s, hall, floods, hurricanes, lightning, tomados, 5. Traffic of any nature on the roof. and ::r�; _ , - : --- 6. For any asphaltic or thermoset (EPDM) rooting system, conditions 3. D if vJj• - roof consWcted of the GAFMC Roofing Materials due that prevent posltive drainage or result from ponding water. to: (a) mov- ent or cracking of the roof deck or building; (b) Improper 7. Any repairs, modifications or additions to the GAFMC Roofing installation or failure of any non -GAFMC insulation or Materials after the roof Is completed, unless approved by GAFMC in materials; (c) infthratlon or condensation of moisture through or writing in advance. around the walls, copings, building structure or surrounding materials; 8. Any condition (e.g., base flashing height or lack of counterllashing) (d) chemical attack on the membrane, including, but not limited to, that Is not In accordance with GAFMCs Application and exposure to grease or oil. Specifications Manual unless specifically accepted by GAFMC in writing. No representative, employee or agent of GAFMC has the authority to assume any additional liability or responsibility for GAFMC unless approved in writing by an authorized Contractor Services Manager. GAFMC shag not be responsible for or liable for any change or amendment to the GAFMC roof specifications in regard to the construction of the roof described above, unless the change and/or amendment to the specifications is approved in writing by an authorized GAFMC Contractor Services Manager. NOTE: Any Inspections made by GAFMC are limited to a surface inspection only, are for GAFMC's sole benefit, and do not constitute a waiver of any of the terms and conditions of this guarantee. ASSIGNABILITY, GUARANTEE EXTENSION You may assign this guarantee to a subsequent owner of this building for the remaining term only If: 1) the request is in writing within 30 days after ownership transfer; 2) you make any repairs to the GAFMC Roofing Materials or other roofing or building components that are Identified by GAFMC after an Inspection as necessary to preserve the integrity of the GAFMC Roofing Materials; and 3) you pay an assignment fee of $500. This Guarantee is NOT otherwise assignable, directly or indirectly. Your guarantee may be eligible for extension for up to five years depending on the specification. You must 1) notify GAFMC In writ109 6 months before or up to 12 months after the expiration date that you wish to extend the guarantee; 2) pay a $300 Inspection fee and 3) make any repairs to the GAFMC Roofing Materials or other roofing r building components that are identified by GAFMC after an Inspection as necessary to preserve the Integrity of the GAFMC Roofing Materials. An approved roofer must then properly apply the appropriate BMCA liquid membrane to your roof, and notify GAFMC that it Is complete. LIMITATION OF DAMAGES; MEDIATION; JURISDICTION; CHOICE OF LAW THIS GUARANTEE IS EXPRESSLY IN LIEU OF ANY OTHER GUARANTEES OR WARRANTIES, EXPRESS OR IMPLIED, INCLUDING ANY IMPLIED WARRANTY OR MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE, and of any other obligations or liability of GAFMC, whether any claim against it is based upon negligence, breach of warranty or any other theory. In NO event shall GAFMC be liable for any CONSEQUENTIAL OR INCIDENTAL DAMAGES of any kind, Including, but not limited to, interior or exterior damages and/or mold growth. - The parties agree that, as a condition precedent to litigation, any controversy or claim relating to this Guarantee shall be first submitted to mediation before a mutually acceptable mediator. In the event that mediation is unsuccessful, the parties agree that neither one will commence or prosecute any lawsuit or proceeding other than before the appropriate state or federal court in the State of NeW Jersey. This Guarantee shall be govemed by the laws of the State of New Jersey, without regard to principles of conflicts of laws. Each party Irrevocably consents to the jurtsdiction and venue of the above identified courts, NOTE: This Guarantee becomes effective only when all bllis for GAF MATERIALS CORPORATION Installation and supplies have been paid in full to the roofing 1361 ALPS ROAD contractor and materials suppliers, and the Guarantee charge WAYNE, NJ 07470 has been paid to GAF Matenals Corporation. By O 2003 GAF Materials Corporation Rev. 7/03 AueiomM $tpnature Oats COMTS5ae 1 _ t of A }Y Nn ae�f Intl 11 i�4 if H ' Ott': �;� ;'l�� i0�a,k,k',• p ' b ( arg ( 11 Rk,ea.lk� Iii � GAFGL 8 GAF MATERIALS # 75 BASE SHEET CORPORATION Description GAFGLAS#75 Base Sheet is a premium roofing base sheet constructed with a strong glass mat that is coated on both sides to assure a closed -sheet design to prevent asphalt bleed- through. The sealed sheet also serves as an effective flame retarder for the application of torch - applied modified bitumen membranes. Uses GAFGLAS#75 Base Sheet is engi- neered for use in the construction of GAFGLAS built -up and RUBEROID® modified bitumen roofs. It is suitable for nailable specifications, such as plywood, where bleed- through is a concern. lepplicaWtandastOs 0MeetsASTwI D4601<<Type III • FM,S roved, ICC •ESIR #1274 •; • Miami-Dade, C9Onty Product Control'Approq afro UUULc Listed • Y.° ©2009 GAF Materials Corporation 01/10 41 Advantages • Extra strength for excellent nail - holding ability. Superb tensile strength and resilience and no bleed through, thereby reducing risks of splitting and cracking of membrane. • Will not rot, curl, or shrink; dimensionally stable for improved membrane performance. • Designed to meet UL Class A ratings. • Rolls out flat for easy installation. • System guarantees are available for up to 20 years. ecfieattons norn net){ Roll Size, 3zsquares * r s„ r• "Tip, . :sa ,(320` 1g`rossNsg {ft'} (29 7rrt�) Rol'�`en th ' 975 29.7m aRo, Width Om) ox ,4 e? r 1 Roll Weight 68 Ibs (30.8kg) www.gaf.com • 1- 800 - ROOF -411 GAF MATERIALS CORPORATION FLEXPLYTM 6 Description FlexPly' "6 is a premium - performing fiberglass Type VI roofing felt. Its revolutionary flexible design provides: ® Maximum strength and stability ® Improved conformance to underlying substrates ® Ease of installation compared to typical Type VI felts o Long -term performance for peace of mind Uses FlexPly 6 should be specified as a ply felt in the construction of all premium quality built -up roofs, including: o System guarantees are available for up to 20 years. o Most GAF Composite Roof'" systems o Also appropriate for use as a base sheet and in the construc- tion of flashing membranes. Advantages o Revolutionary flexible design — Rolls out easier and lays flatter, minimizing the danger of air pockets and trapped moisture during installation o Saves labor —Open pore design actively absorbs asphalt, installs faster than other Type VI felts ©2009 GAF Materials Corporation 01/10 36 Advantages (Continued) • Quality installation— Enhanced porosity encourages proper absorption of asphalt for long lasting system performance up to 20 years o Proprietary Micro Weave® Core — Provides superior tensile strength and dimensional stability, for greater resistance to splitting and cracking o Superior wind resistance — Selected systems have FMRC Class 1 -180 rating o Highest fire rating— For use in UL, ULC Class A rated assemblies o Can be used in all climate zones :. lic" ab'""Sta n°aral4,I Meets ASTM D2178,; Type VI: FM A p *ved : . Miami- Dade .County Product Control.App:rovaf: State of Florida Product Approval Texas Departrnent of 'Insurance . ULJULc Listed . roducts pecifications (nominal Roll Size 5 squares (531 gross sq.ft.) (49.3rn) Roll Length. 161.8' (49.3m)` Roll Width 39.375" (1.0m) Approx.: Roll Weight 44 Ibs (20.0kg) www.gaf.com m 1- 800 - ROOF -411 GAFGLA MINERAL SURFACED CAP SHEEP 8 Description GAFGLAS® Mineral Surfaced Cap Sheet is an asphalt- coated glass fiber mat cap sheet surfaced with mineral granules. Uses GAFGLAS Mineral Surfaced Cap Sheet is used as the surfacing ply in the application of hot applied built -up roofs and as a top ply in base flashing con- struction. gpplicab, a St�dards' rfV e7e A5TN1tD3 ��. -� 909 FM A roved Miami- Dadezeoutty Prodbcnt Contro .Approval , .1, ., - \e+a'.. ' a _- 2'd . ink- State of Ffocfa.Fro1ct Appro"al�_,li_ UL/ULc Listed: I 1 Advantages • Durability —glass base resists the effects of moisture on the roof system. • Granule surface provides an ultra - violet protective surface. • Code approvals —UL Class A, B, or C membrane constructions are available. • Aesthetically attractive; requires no additional surface coatings. • System guarantees are available for up to 20 years. roducts,Spectficatto omtnal ©2009 GAF Materials Corporation 01/10 35 squares *,; , 0gros sq rt;) y y � .. Roli�Length 32,6 (:9 9rn �a -, FpRoli - ,..; i W A- T -itlit 2 $ 4 ,Weght - 6Ibs3Q:8kg : Read Material Safety Data Sheets before using this product. DESCRIPTION: Karnak #19 Ultra Flashing Cement is the next generation asbestos -free flashing cement. Scientifically compounded with a selection of rubber reinforced asphalt, mineral fibers, and refined solvents. Karnak #19 Ultra is manufactured to a heavy pliable consistency for ease of application by trowel. #19 Ultra provides a durable elastomeric coating of greater strength, excellent adhesion and high resistance to water and weathering. Karnak #19 Ultra is composed of special chemical ingredients which give it a unique water displacement quality (Wet /Dry). Karnak #19 Ultra dries to a tough, flexible, waterproof and corrosion proof rubber coating which gives maximum pro- tection and excellent performance over wide ranges of temperature and weather conditions. Karnak #19 Ultra is available in 3 consistencies: Summer, Semi and Winter. FEATURES AND BENEFITS: • Rubberized - elastomeric • Wet or dry application • Improved low- temperature flexibility • Improved water and weather resistance • Will not shrink or crack • Smooth, easy to apply rubber -like trowel consistency • Excellent adhesion • Excellent resistance to flow (sag) at high roof temperatures • Ready to apply- no mixing required • Greater strength • Asbestos -Free • VOC compliant • ASTM compliant • Sticks under water the first time. • Can be used with fiberglass membrane under water. PHYSICAL PROPERTIES: 1. Consistency: A smooth rubber -like trowel consistency which will readily spread on and adhere to vertical and horizontal surfaces without sagging. 2. Character of Dried Film: Excellent adhesion to masonry, steel, cured concrete, shingles, asphalt roofing, skylight flashings and a variety of other surfaces. 330 CENTRAL AVENUE, CLARK, NJ 07066 732-388-0300 • 800 -526 -4236 • FAX: 732 - 388 -9422 WEB: http: / /www.karnakcorp.com METRO -DADE APPROVED FM0601 9 3. Film Performance Characteristics: The dried film retains its elasticity and ductility so that the material will resist extreme variations in temperature and weather. 4. Sag Resistance: Excellent resistance to flow at high roof temperatures on vertical surfaces. 5. Homogenized: Thoroughly mixed and consistent throughout. 6. Consistency: 19 Ultra is always smooth and of a trowel consistency. USES: Karnak #19 Ultra Flashing Cement is a general purpose asbestos -free flashing cement for repairing leaks in shingles, concrete, metal or asphalt roofs, flashings on walls, chimneys, flues, skylight flashings, downspouts and cornices. 19 Ultra is excellent for sealing cracks in concrete and brick, as a joint filler for pre- cast roof slabs, for repair, patch and flashing detail on SBS modified membranes, and for general purpose use in maintenance of exposed buildings and structures. SPECIFICATIONS: ASTM D -4586 Type I ASTM D -3409 Fed Spec SS -C -153 Type 1 (Asbestos -Free) SURFACE PREPARATION: All surfaces should be clean, dry and free from oil, grease, dust, dirt, loose paint or other foreign matter. Excess water should be removed, if possible, before applica- tion of #19 Ultra. APPLICATION: Spread Karnak #19 Ultra Flashing Cement to an average thickness of 1/8" (approximately 8 gallons per square) and press tightly into joints, seams or cracks. TO REPAIR CRACKS, BREAKS AND BLISTERS: 1. Spread Karnak #19 Ultra Flashing Cement over the damaged area at an aver- age thickness of 1/8 ". 2. Embed Karnak Cotton, Glass or Polyester Membrane reinforcement in the #19 Ultra Flashing Cement. 3. Apply an additional coat of Karnak #19 Ultra Flashing Cement over the entire patch at an average thickness of 1/8". 10 METRO -DADE APPROVED FM0601 Read Material Safety Data Sheets before using this product. CARE OF TOOLS: Tools and other equipment should be thoroughlycleaned with mineral spirits, taking necessary precautions when handling combustible materials. To clean hands use #709 Karnak Karna -Klean or a waterless hand cleaner. CAUTION: Combustible Mixture: do not use near open flame. Avoid breathing solvent fumes and prolonged contact with skin. Do not take internally. If swallowed, do not induce vomiting. Call a physical immediately. Keep out of reach of children. Keep container covered when not in use. Do not thin. Consult MSDS for further safety precautions. Dispose of in an environmentally safe manner. Cover air intakes during application and while drying. PACKAGING: Available in 3 gallon buckets, 5 gallon pails and 10 oz. cartridges. If further information is needed, contact Karnak Technical Services at 1- 800 - 526 -4236. 330 CENTRAL AVENUE, CLARK, NJ 07066 732 - 388 -0300 • 800 -526 -4236 • FAX: 732 - 388 -9422 WEB: http:/ /www.karnakcorp.com METRO -DADE APPROVED FMO601 Read Material Safety Data Sheets before using this product. DESCRIPTION: Karnak #102AF Asphalt Primer is a material composed of selected asphalts and refined solvents. It has good resistance to temperature change, yet dries to a tough film. Karnak #102AF Asphalt Primer provides a firm base and better adhesion for the application of asphalt coatings. The Karnak #102AF Asphalt Primer is not to be used as a roof coating. USES: Karnak #102 Asphalt Primer's uses include prime coat over brick, metal surfaces, gypsum, concrete block and cinder block. It is also used to coat interior faces of masonry walls above grade and for all back- up materials such as stone, brick and concrete. APPLICATION: Karnak #102AF Asphalt Primer is easily applied by brush, roller or spray equipment. BRUSH APPLICATION: Apply with a wide, fiber brush at a rate of .5 to 1 gallon per 100 sq. ft. Work primer into all cracks, holes and crevices. SPRAY APPLICATION: Utilize a standard heavy duty spray pump using heavy duty guns and nozzles. Equipment manufacturer should be consulted for more complete information. Apply at the rate of .5 to 1 gallon per 100 sq. ft. NOTE: Primer must be thoroughly dry prior to coating applications. PHYSICAL PROPERTIES Weight per gallon: 7.80 Solids by Weight: 70% Solids by Volume: 64% Color: Black Dry Time: 8 to 24 hrs. Service Temperature Range: -40 °F to 180 °F COVERAGE RATE: Apply at the rate of .5 to 1 gallon per 100 square feet depending upon the condi- tion and porosity of the surface to be primed. CAUTION: 330 CENTRAL AVENUE, CLARK, NJ 07066 732 -388 -0300 • 800 - 526 -4236 • FAX: 732 - 388 -9422 WEB: http: / /www.karnakcorp.com FM0601 107 Do not use near open flame. Avoid breathing solvent fumes and prolonged contact with skin. Do not take internally. If swallowed, do not induce vomiting. Call a phy- sician immediately. Keep out of reach of children. Keep container covered when not in use. Do not thin. Dispose of in an environmentally safe manner. Cover air intakes during application and while drying. CARE OF TOOLS: Tools and other equipment should be thoroughly cleaned with mineral spirits, taking necessary precautions when handling combustible materials. PACKAGING: Available in 5 gallon pails and 55 gallon drums. If further information is needed, contact Karnak Technical Services at 1- 800 -526 -4236. 108 FM0601 Fields Type 1, 2, 3, & 4 Hot Asphalts Product Information Page 1 of 2 < Fields Hot Asphalts Product Information Sheet T1, T2, T3 & T4 MeltPac, MeltKeg, & Melt6ulk Type 1, 2, 3 & 4 Hot Applied Asphalt USES: Fields Hot Applied Asphalts protect surfaces exposed to the weather: They are excellent protective coatings for roofs, foundations, concrete, and metal. In addition, Fields Hot Asphalts are applied to install roofing and waterproofing sheets. Fields Hot Applied Asphalts are compatible with SEBS, APP, and SBS rubber modified asphalts and will adhere to most surfaces. DIRECTIONS: Before applying Fields Hot Asphalt as a protective coating, clean away all loose gravel, dirt, vegetation, and debris from the application area. The application surface shall be firm, clean, dry, frost -free, and smooth. Seal any leaking penetrations and repair membrane damage with M300 RubrMastic. Uniformly apply a coating of Fields Hot Asphalt at the rate of 30 pounds per 100 square feet. Install any of the following Fields roofing and waterproofing sheets with Fields Hot Applied Asphalt: M60 RubrPoly, M64 RubrPoly2, F50 PolyShield, F55 PolyShield2, M62 RubrGlas, M66 RubrGlas2, F52 GlasBase2, F56 GlasPly6, or F54 GIasPIy4. Uniformly apply 30 pounds per 100 square feet of Fields Hot Asphalt for base and ply sheet adhesives. For maximum protection and reduced energy costs, apply M800 RubrStar over Fields Hot Applied Asphalts. Allow Fields Hot Applied Asphalts a minimum of 90 days to set up before applying the RubrStar. DESCRIPTION: Fields Hot Applied Asphalt is an asphalt that provides superior elastic performance against thermal shock, the daily expansion and contraction of a roof membrane caused by temperature changes. Roof membranes are also penetrated by the sun's destructive UV (ultraviolet) rays. W rays destroy a roof's elasticity. Roofs made brittle and weak from W rays easily break under the assault of thermal shock cycles. Fields Hot Applied Asphalt is your best defense against these attacks. With Fields Hot Applied Asphalt, your roofing and waterproofing installations will perform much longer. Fields Hot Applied Asphalts have a UL (Underwriters Laboratories) Class A Fire Rating. SPECIFICATIONS: Fields Hot Applied Asphalts exceed the standards of the American Society for Testing and Materials ASTM D 312. PACKAGING: T3 & T4 MeltPacs are available in 50 pound bricks, T1, T2, T3, & T4 MeltKeg and Melt6ulk are available in 100 pound kegs and bulk. POUNDS OF FIELDS HOT ASPHALT TO APPLY Base Sheet Adhesive Ibs Coated BUR Sheets 30 Uncoated BUR Sheets 30 SEBS, APP, & SBS Sheets 30 Ply Sheet Adhesive Ibs Coated BUR Sheets 30 Uncoated BUR Sheets 30 SEBS, APP, & SBS Sheets 30 Protective Coating Ibs Coated BUR Sheets 30 Uncoated BUR Sheets 30 SEBS, APP, & SBS Sheets 30 Miscellaneous Ibs Cap Sheet Adhesive 30 Rigid Insulation 30 .25" Pea Gravel 60 1itfn• /kg a1rlennrr- nn n /nr.mr. cr.. ;nl /, ..7,, • Fields Type 1, 2, 3, & 4 Hot Asphalts Product Information Page 2 of 2 MELTABLE HOT APPLIED ASPHALT MeltPacs: T3 & T4 Fields Hot Applied Asphalts are packaged in meltable plastic brick packages. Each MeltPac weighs 50 pounds, making it possible to place the entire MeltPac into an asphalt kettle and completely melt the brick, including the plastic wrapper and the asphalt. In addition, Fields Hot Applied Asphalt eliminates all disposal costs, reducing the volume of waste sent to land fills. Fields Hot Applied Asphalt keeps your job site clean of asphalt and carton debris. With Fields Hot Applied Asphalt, the need to tear open cardboard cartons and to chop apart the conventional 100 pound asphalt plugs is eliminated. Since employees are no longer required to use axes, axe injuries are eliminated. Also, back injuries are reduced because the 50 pound MeltPac brick is half the weight of the 100 pound asphalt kegs for employees to. lift. Type 1,2,3,4 Hot MSDS > About Fields 1 Services 1 Product Guide 1 Advertising 1 BUR Systems Copyright © 1999 Fields Company, LLC. All rights reserved. _7 _r_n__1_ __• 1 1 Advanced Architectural Products Conteactor V raise' Chem Link Inc. Telephone: 800 - 826 -1681 Fax: 269- 679 -4448 353 East Lyons Schoolcraft, MI 49087 www.chemlinkinc.com Product Description 1 -Part is a moisture curing, pourable sealant designed for use in pitch pans and warranted ChemCurb penetration seals. 1 -Part is suitable for application in damp, dry, or cold climates. 1 -Part is solvent free, contains no isocyanates and will not shrink upon curing. 1 -Part can not discolor when exposed to UV Tight, and can not "outgas ", or bubble on damp surfaces as urethane sealants often do. 1 -Part has resilient "elastomeric" properties and excellent adhesion to most construction materials. 1 -Part can be used effectively in many difficult construction site conditions and cures in wet or dry climate conditions and at low temperatures (30° F). 1 -Part's low durometer accommodates greater movement in penetration seals than typical urethane sealants. Advantages • Solvent free, 100% solids will not shrink • No outgassing on damp surfaces • Paintable within 24 hours • Self Leveling, no special tools or mixing required • Can be applied at temperatures as low as 30° F • Extended warranties available Regulatory Compliance • Conforms to OTC Rule for Sealants and Caulks • Meets requirements of California Regs: CARB and SCAQMD • Conforms to California Proposition 65 • Conforms to USDA Requirements for Non -food Contact Standards= `"K D 24er New Constructto anti Emiftini ' Mater =ia s° N �. The;Ne Geheration Se is Pourable Penetration Sealant Last Revision: 11/12/08 Limitations • Do•not use on TPO without Chem Link TPO primer. • Do not use on Hypalon membranes. • Smooth APP membranes require prior installation of a granulated target piece of modified bitumen around the penetration. • Do not use in areas subject to continuous immersion. • In areas where prolonged chemical exposure is anticipated, contact Technical Services for recommendations. • Remove all coatings and sealers before application. • Do not store in elevated temperatures. • Maintain product at room temperature prior to application for best results. • Do not apply at temperatures below 30° F. Packaging • 10 oz (300 ml) 24 cartridges /carton, 45 cartons /pallet • 28 oz (825 ml) 12 cartridges /carton, 40 cartons /pallet • 2 liter pouch 4 pouches /field pack/carton, 48 field packs /pallet, 45 cartons /pallet • 5 gallon pails available by special order MISS 11 «; £ STITUTE Application Instructions Remove all previously applied caulk, mastic, cement, asphalt and other contaminants from penetrations with a wire brush. Brush away all gravel or loose granules. Seal the base of each penetration with Chem Link's M -1® Structural Adhesive /Sealant. Coat penetrations with M -1 to 3 inches above the roofline. For ChemCurb penetration seals, bond the entire base surface of the curb to roof surface and all scarf joint surfaces with M -1. Apply a bead of M -1 around the outside base of the installed ChemCurb, and tool to form a smooth fillet. See the ChemCurb system data sheet for more complete installation instructions. Cut tip off 1 -Part tube at widest point on plastic nozzle and pierce the foil seal. Insert into quart caulking gun and pump ChemCurb full, or remove cap from pouch, pour, squeeze out excess air and reseal. DO NOT USE petroleum solvents such as mineral spirits or xylene. Maintain 1 -Part at room temperature before applying to ensure easy gunning and leveling. Test and evaluate to ensure adequate adhesion. Dry all visible and standing water prior to applying 1 -Part. Install an appropriate backer rod to avoid three -point bonding. Cure Time 1 -Part is a moisture cure sealant. Rate of cure is dependent on atmospheric conditions. Curing proceeds at a rate of 1/4" a week at 70° F and 40% RH. Lower temperature and humidity will inhibit the rate of cure. Higher temperature and humidity will accelerate the rate of cure. Depths of more than 2" will cure through in 2 to 3 months. U.S. PATENT NO. 6,579,924 Restrictions Do not use on Hypalon membranes. On TPO, use Chem Link TPO primer. On smooth APP, torch apply a granulated APP target piece around penetration(s) before installing ChemCurbs. Do not prime bonding surfaces with asphalt primer! Do not use asphalt cement as a "night sealant." Use M -1 for this purpose. Note: To provide an adequate rubber seal, maintain a one -inch distance between penetrations and inside edge of ChemCurb. Caution Avoid prolonged contact with skin. Uncured adhesive irritates eyes. In case of contact with eyes, immediately flush with water. Call physician. Please refer to the MSDS for First Aid information. Most current MSDS can be found at www.chemlinkinc.com. Read and ensure that the most up -to -date MSDS and technical guidelines are being followed. Proper use and application are the responsibility of the applicator. Direct any questions to Technical Services at 800 - 826 -1681 prior to starting the project. KEEP OUT OF REACH OF CHILDREN. IMPORTANT NOTICE Except where prohibited by law, Chem Link makes no warranties, expressed or implied, statutory or otherwise, including but not limited to, any implied condition or warranty of merchantability or fitness for a particular purpose. User is responsible for determining whether this Chem Link product is fit for a particular purpose and suitable for user's method of application. LIMITATIONS OF REMEDIES AND LIABILITY If this Chem Link product is proved to be defective, the exclusive remedy at Chem Link's option shall be to refund the purchase price of or to repair or replace the defective Chem Link product. Chem Link shall not otherwise be liable for loss of damages, whether direct, indirect, special, incidental or consequential, regardless of the legal theory asserted, including negligence, warranty or strict liability. CHEMLINK Advanced Architectural Products Cctra2sr Contractor Hot Line www.chemllnklne.com Advanced Architectural Products Cemfractor Dr Chem Link Inc. Telephone: 800 - 826 -1681 Fax: 269- 679 -4448 353 East Lyons Schoolcraft, MI 49087 www.chemlinkinc.com Product Description M -1 is a moisture curing, polyether adhesive /sealant designed for application in damp, dry, or cold climates. M -1 is solvent free and contains no isocyanates. M -1 will not shrink upon curing, will not discolor when exposed to UV light, and can not "out -gas ", or bubble, on damp surfaces as urethane sealants often do. M -1 has resilient "elastomeric" properties and excellent adhesion to most construction materials. M -1 is capable of joint movement in excess of 25% in both compression and extension. M -1 can be used effectively in many difficult construction site conditions and it cures in wet or dry climate conditions and at low temperatures (30° F). Applicable Performance Standards • ASTM C -920, Type S, Grade NS, Class 25, Uses NT, T, M,G,A,andO • Federal Specification TT S -00230 -C Type II, Class A • Corps of Engineers CRD -C -541, Type II, Class A • Canadian Standards Board CAN 19, 13 -M82 • AAMA 802.3 -08 Type II, AAMA 803.3 -08 Type I, and AAMA 805.2 -08 Group C. Regulatory Compliance • Conforms to OTC Rule for Sealants and Caulks • Meets requirements of Califomia Regs: BAAQMD, CARB and SCAQMD • Conforms to Califomia Proposition 65 • Conforms to USDA Requirements for Non -food Contact reertStandargd's� LEEDr20 or nd New Construction Mator Re atio Low Emitting: tateria s ( >Section V,;OC4Con k (rep -� 40 F I ss triar 20 grams/Irter; S yp (including water) AST Mjx1© 369 EFA Metfi{ ici 24 S .L.'�� The Next Generation Adhesive/Sealant Structural Adhesive /Sealant Last Revision: 09/14/09 Advantages • Solvent free, 100% solids, will not shrink • Non - slump, applies vertically and overhead • 20 minute skin over, resists dirt pick up • No outgassing on damp surfaces • Very good color stability, will not suntan • Paintable within 24 hours (See limitations) • Gun grade, no special tools or mixing required • Can be applied at temperatures as low as 30° F. * Color matching is available in batch quantity only Packaging • 10.1 oz (300 ml) 24 cartridges /carton, 45 cartons /pallet • 20 oz (825 ml) 12 sausages /carton, 45 cartons /pallet • 4 oz Squeeze Tube 24 tubes /carton, 94 cartons /pallet • 5 gallon pails and 50 gallon drums available by special order r®IIErRCt n�e��s Joint Preparation Joint surfaces should be clean, dry and free from all contamination including: dirt, oils, grease, tar, wax, rust and any other substance that may inhibit the sealant's performance. Joint Design Install all joint applications per ASTM and SWRI recommendations and guidelines. Joints shall be designed with a depth to width ratio of 1:2 (joint depth one -half the width). Control the depth of the sealant by using a polyethylene backer rod that is 25% larger than the joint opening at standard temperature.To prevent three -point adhesion use a backer rod or bond breaker tape to ensure proper joint movement and a long lasting weatherproof seal. Where the joint configuration will not permit a backer rod, Chem Link recommends that an alternative bond breaker be used. Page 2 Typical Uncured Properties Viscosity 800,000+ cps Brookfield RVF, TF spindle, 4 RPM, 73° F Odor Mild Mint Smell Typical Cured Properties Hardness Shore A 45 +1- 3 ASTM C -661 Low temperature flex Minus 10° F pass ' inch mandrel ASTM D -816 Service temperature Minus 40° F to 200° F continuous service Compatible Substrates* Aluminum and Galvanized Metal Glass Wood Block and Brick Concrete and Stone *Test and evaluate to ensure adequate adhesion. Application Guidelines Concrete Prior to application remove any residual contamination by mechanical abrasion, sand blasting or power washing. On green concrete, remove all release agents, friable and loose concrete. Dry all visible and standing water prior to applying M -1. Install an appropriate backer rod to avoid three -point bonding. Metal Prepare all metal to ensure maximum adhesion. Remove all rust, scale and residue by wire brushing to a bright metal sheen. Remove films, loose or inappropriate coatings and oils with, an appropriate solvent such as alcohol.* *Chem Link recommends that coated substrates be tested for adhesion prior to starting a project. Please contact Technical Services for specific application guidelines and recommendations. Wood Wood should be clean, sound and dry prior to sealant application. Allow treated wood to weather for six months prior to application. Remove all coatings and paint (or test for compatibility) to ensure proper bonding. Do not use on fire retardant lumber. Priming In most instances M -1 will not require a primer. However, certain applications or substrates may require a primer to ensure a long lasting bond and weatherproof seal. It is the applicator's responsibility to determine the need for a primer. Chem Link recommends a primer be used for any application where prolonged immersion is anticipated. Storage Store original, unopened containers in a cool, dry area. Protect unopened containers from water, heat and direct sunlight. Elevated temperatures will reduce shelf life. M -1 will not freeze. Shelf Life One year from date of manufacture when stored in normal environments. High temperature and high relative humidity may significantly reduce shelf life. Pails and special orders have a shelf life of three months. Page 3 Application Instructions Remove all dirt, oil, loose paint, frost and other contamination from all working surfaces with alcohol. DO NOT USE petroleum solvents such as mineral spirits or xylene. Maintain M -1 at room temperature before applying to ensure easy gunning and leveling. Test and evaluate to ensure adequate adhesion. Carefully gun the sealant with a smooth, continuous bead. If tooling is needed, do so within fifteen minutes of application. Do not use on Hypalon membranes. On TPO, use Chem Link TPO primer. On smooth APP, torch apply a granulated APP target piece around penetration(s) before installing ChemCurbs. Do not prime bonding surfaces with asphalt primer! Do not use asphalt cement as a "night sealant." Clean -Up Wet sealant can be removed using a solvent such as alcohol. Cured M -1 can be removed by abrading or scraping the substrate. Caution Avoid prolonged contact with skin. Uncured adhesive irritates eyes. In case of contact with eyes, immediately flush with water. Call a physician. Please refer to the MSDS for First Aid information. Most current MSDS can be found at www.chemlinkinc.com. KEEP OUT OF REACH OF CHILDREN. Limitations • In areas where prolonged chemical exposure is anticipated, contact Technical Services for recommendations. • Allow treated wood to "cure" for six months prior to application per APA guidelines. • Do not use in areas subject to continuous immersion. • Do not store in elevated temperatures. • Remove all coatings and sealers before application. • Do not apply at temperatures below 30° F. • Test and evaluate all paints before application. Alkyd and oil based paints may dry slowly. • Do not use on TPO without Chem Link TPO primer. Con tto; he elUnk thc co l` Notes: Read and ensure that the most up -to -date MSDS and technical guidelines are being followed. Proper use and application are the responsibility of the applicator. Direct any questions to Technical Services at 800 -826 -1681 prior to starting the project. IMPORTANT NOTICE Except where prohibited by law, Chem Link makes no warranties, expressed or implied, statutory or otherwise, including but not limited to, any implied condition or warranty of merchantability or fitness for a particular purpose. User is responsible for determining whether this Chem Link product is fit for a particular purpose and suitable for user's method of application. LIMITATIONS OF REMEDIES AND LIABILITY If this Chem Link product is proved to be defective, the exclusive remedy at Chem Link' s option shall be to refund the purchase price of or to repair or replace the defective Chem Link product. Chem Link shall not otherwise be liable for loss of damages, whether direct, indirect, special, incidental or consequential, regardless of the legal theory asserted, including negligence, warranty or strict liability. HEM LINK Advanced Architectural Products Contractor VfrOve111L Page 4 Contractor Hot Line 800 826 =1681 www.chemlinkinc.com Simplex Nails, Inc. - "Original" Simplex Cap Nails Page 1 of 2 "ORIGINAL" SIMPLEX CAP NAILS Product Information Sizes & Quantities: Uses: • Base sheet fastener • Thin insulation fastener • Base flashing fastener • Asphalt shingle fastener •. Aluminum shingle fastener • Slate shingle fastener • Tile shingle fastener • Metal batten, flat, & standing seam fastener • Perimeter wood nailer fastener for: 1. Nailable copping substrate 2. Nailable cant strip fastener 3. Nailable curbs for equipment supports 4. Nailable curbs for skylights 5. Nailable curbs for expansion joints 6. Nailable curbs for vents Material Safety Data Sheet Fastener Testing Results Printable Image of Data Sheet (PDF Format) # Shank Length Shank Gage Fastening Total Thickness Required Deck Penetration Plywood Required Deck Penetration Wood *Pieces Pound 25 Lbs. Box Job Pail 50 Lbs. Box *Pieces / Box Pounds / Box *Pieces / Pail Pounds / Pail *Pieces / Box Pounds . / Box 1 1/2" 12 1/16" The 1/2" 128 2,725 25 - - 5,450 50 2 5/8" 12 1/16" Nail 5/8" 124 2,650 25 - - 5,300 50 3 3/4" 12 1/16" Must 3/4" 115 2,550 25 3,200 .37 5,100 50 4 7/8" 12 1/16" Pass 7/8" 112 2,475 25 3,200 33 4,950 50 5 1" 12 1/16" Through 1" 110 2,400 25 3,200 33 4,800 50 6 1 1/4" 11 1/4" The 1" 104 2,275 25 2,800 32 4,550 50 7 1 1/2" 11 •. 1/2" Plywood 1" 90 1,950 25 2,500 30 3,900 50 8 1 3/4" 11 3/4" By 1" ' 84 1,825 25 - - 3,650 50 9 2" 11 1" A 1" 82 1,725 25 - .. - 3,450 50 10 2 1/2" 11 .1 1/2" 1/4" 1" 71 1,550 25 - - ' 3,100 50 11 3" 11 2" 1" 71 1,400 25 - - ' 2,800 • 50 *Approximate Count Design Options: Shank Types Coating Types Container Types Cap Diameters Nail Materials Annular Bright 25 Lbs. Boxes 1" Hi- Carbon Simplex Nails, Inc. - "Original" Simplex Cap Nails Page 2 of 2 Grooved Smoothf4nnular 81 Grooved 155 1 Steel Smooth Yellow Dichromate Electro Galvanized 50 Lbs. Boxes 2" Pine Plank Hot Dipped Galvanized Pails Rust -Lok® 20 Design Features: • Head and nail shank are welded together (an exclusive feature) • The "original" capped roofing nail • Ring shanks for additional pull out resistance • Installed with hand or pole hammer • Round head will not puncture roof membrane • Fits perfectly in the 2" and 3" Simplex Rupture Discs Approvals: American Plywood Association FFN -105b Type II, Style 20 Pullout Results: verage Pullout Resistance (Ibs.) Smoothf4nnular 81 Grooved 155 1/2" Plywood 3/4" Plywood 99 224 2" Pine Plank 67 190 Test performed by Simplex Nails and Fasteners and the American Plywood Association Rupture Discs: Made of Galvalume metal to prevent corrosion. Designed to fit all Simplex Nails. Disc will increase rupture resistance to softer metals. 2" Rupture Disc is recommended for base sheet attachment. 3" Rupture Disc is recommended for insulation attachment. DiscDiameter Disc Shape DiscDesign *Pieces /Pound *Pieces /Box Pounds /Box 2" Round Parabolic 50 1000 20 3" Round Parabolic 23 1000 45 114 —. yr- %- 1..01- 1a___1 c/1 in A1 I LEED Credit Chart I Specification 1 WHITEWALK Roof Traffic Pads Page 1 of 3 07 72 43 No. 761 -A WHITEWALK® Roof Traffic Pads ersi'oi Related Content: PROBLEM Tremendous demands are being placed on the integrity of building roof systems. The roof stands as a ready platform to accept today's broad array of environmental equipment including heating, air conditioning and ventilating equipment, solar collectors, water supply, electronic and window washing equipment, signs and displays. The utilization of the roof to accommodate all of these activities generates a steady flow of traffic to install, service, maintain and secure this equipment. As a result, the integrity of the roofing system is subjected to a constant flow of potentially destructive traffic never planned for by the roofing system manufacturer. SOLUTION To solve this problem, specify and apply a roof walkway of tough, durable and aesthetically pleasing roof traffic pads. The installation of WHITEWALK and /or DUO -PAD from W. R. MEADOWS provides a designated "safe" area on which to walk. Highly absorbent, shock - resistant DUO -PAD Roof Traffic Pads are also ideal for application under machinery and equipment to safe -guard the roof and serve as anti - vibration pads. Used around the perimeter of the roof, they provide a safe roadway for the rolling of window washing equipment. (Refer to Data Sheet No. 761 -B) WHITEWALK and DUO -PAD Roof Traffic Pads may be used individually or in conjunction with each other to provide the exact type of protection and safety desired for each roofing system. DESCRIPTION WHITEWALK Roof Traffic.Pads are multi -ply, asphaltic panels consisting of a reinforced carrier sheet, fortified asphaltic core and a non -slip top surface of white mineral granules that reflects heat, and helps assure safe footing. WHITEWALK is specifically designed to provide a durable, visually designated walkway over most types of roofing systems. It is commonly used wherever there's a need to protect the integrity of the roofing system from maintenance traffic. USES WHITEWALK Roof Traffic Pads, with their white granular surface, provides an obvious, designated safe walkway for service routes to equipment of various types and traffic paths to, under and around signs and displays. WHITEWALK is compatible with fiberglass mesh, asphaltic coatings, asphalt- saturated felts, butyl rubber, neoprene, EPDM and most polyvinylchloride and plastic sheetings. WHITEWALK is not recommended for use on areas such as.sundecks, elevated patios, etc. where sharp or pointed furniture legs and high heel foot WHITEWALK Roof Traffic Pads traffic would puncture its surface. FEATURES AND BENEFITS • White reflective surface serves as a visual traffic guide • Easy to handle and install...no special tools required • Fully compatible with most currently popular roofing systems • Absorbs the impact of traffic with its tough asphaltic core • Available in two thicknesses • Virtually maintenance -free PACKAGING STANDARD SIZES (Nominal)* 1/2" x 3' x 5' & 6' (12.7mm x .91m x 1.5m & 1.83m) 3/4 "x3'x 3' & 5' (19.05mm x .91m x .91m & 1.5m) * Other lengths are available upon request APPROX. WEIGHT PER 100 SF 330 lbs. (16.11 kg /sq.m) 495 lbs. (24.17 kg /sq.m) Application Tools Utility Knife Roofer's Knife Page 2 of 3 APPLICATION Built -up roofing and Modified Bitumen Systems...Apply WHITEWALK Roof Traffic Pads after the roof has been completely surfaced with gravel, slag, etc. Sweep away all loose surfacing materials from the area to receive the WHITEWALK panels. Install the panels with spot applications of plastic cement or the same coating used to embed the gravel. Embed and step each panel into the spot applied cement or coating. Single -Ply Roofing Systems...Consult the manufacturer of the roofing system for assurance of compatibility with the WHITEWALK panels and for adhesive recommendations. NOTE: WHITEWALK Roof Traffic Pads should be spaced and applied like stepping stones to permit the unrestricted flow of free water. Apply with minimum of 1" to 3" -(25.4mm to 76.2mm) between panels. Do not butt tightly. WHITEWALK can be cut to size on the job to fit around roof equipment. PRECAUTIONS Read and follow application information, precautions and Material Safety Data information. This material last updated February, 2005. W. R. MEADOWS, INC. P0. Bas 338 HAMPSHIRE. .IL 01460= Phn: 844 -2100 ! Fax S47Fa93.4544 1.800.342176 - +r +tv vrrm aadouss.cacn HAMPSHIRE, IL!cARTERSVB 1 F, 0A1YORK, ,f FORT WORTH, TX / BENICIA, CAI POMONA; CA { ODY LEAR, AZ f MILTON, 0r41$t ALBERT AB WHITEWALK Roof Traffic Pads Page 3 of 3 LIM1113D WARRANTY 'W. I WS,; . Warrant at the gins and place we 7iiake shiptaiar , our matetial alt be of good qtml + and will coitfor i with O ti puEfi h.d specificatiot:s in ford: on the dam of acektuance of the order.' Read Clete war:rutty. Copy &mist* i test, ilex 'ke inforinidatt committed herein is ink for ithmmtive des only. and to the hest of r fetowled t, i3 accurate and reliable. Wit IL MEADOWS, IN cannot Itolieiver under m y circtungances nuke any guarotttee of resu! < os asswne any shitgation sr ti4ility in Com.nection . with the use.ofiftis iatertataii m: As W R. MEADOWS, INC: has no c:ot over the Use to which of ntay put i , stet, tt is faiminefided ttiat the pi+pducts eta tee* to determine iistxitrb*a fbr specific appliation and/or oir i t si ttpn ffi Cl Oar in a gltieuJar ciruuusstattcet It i�nsi�iiiliiy t�tztbns with ttaa arciti< t cti crtigt er, contractor and tityp r for the desisf. applicet€on aad proper hztallatien ofeach 'product. Specifier and-us r shall determine the 6uitLbility t)f products for epees pilcadon and assume all respcinsibilties ica nnection dterewith. GAF MATERIALS CORPORATION GAF Materials Corporation Material Safety Data Sheet MSDS #1004 MSDS Date: May 2008 SECTION 1 ` PROD:calt `•COMPANY''ike :5- MAT 0-64 PRODUCT NAME: GAFGLAS® Ply 4 Roofing Felt, GAFGLAS® PIy 6 Roofing Felt, GAFGLAS® #75 Base Sheet, GAFGLAS® Flashing, GAFGLAS® Base & PIy Sheet (NLM), Weathercote (NLM), Black Armor® Base Sheet, GAFGLAS® #80 UltimaTM Base Sheet, GAFGLAS® FlexplyTM 6, Tile Mate TM Base TRADE NAME: N/A CHEMICAL NAME / SYNONYM: N/A CHEMICAL FAMILY: N/A MANUFACTURER: GAF Materials Corporation ADDRESS: 1361 Alps Road, Wayne, NJ 07470 24 HOUR EMERGENCY PHONE: (CHEMTREC) 800 -424 -9300 INFORMATION ONLY: 800- 766 -3411 PREPARED BY: Randy Redwine APPROVED BY: Phil Curry es 3M ��FiealtFi F .., a" rnabl Reactive Special Hazards OSHA HAZARDOUS: NFPA Hazard Rating HMIS Hazard Rating 1 1 0 Reactive - Personal Protection 1 1 0 X Yes ❑ No X SECTIO_Nk2 ,( OMP:OSITIO'N/ NF;ORMATIO`N OVIN;GREDIENIIA OCCUPATIONAL EXPOSURE LIMITS CHEMICAL NAME CAS # % (BY WT) OSHA ACGIH OTHER Silica, Crystalline 14808 -60 -7 Approx. 20 10 mg /m3 / (% 0.025 mg /m3 REL: 0.05 Quartz Si02 + 2) — resp. mg /m3 — resp. Page 1 of 7 GAF Materials Corporation MSDS# 1004 CHEMICAL NAME CAS # % (BY WT) OSHA ACGIH OTHER Talc (containing no 14807 -96 -6 < 20 asbestos) Asphalt Non - Hazardous Ingredients 20 mppcf (containing <1% Quartz) 8052 -42 -4 10 -30 NE Approx. 20 2 mg /m3 0.5 mg /m3 (inhalable fraction, as benzene - soluble aerosol) REL: 2 mg /m3 — resp. REL: 5mg /m3 — Ceiling (15 min. fumes) As defined in the OSHA Hazard Communication Standard, 29 CFR 1910.1200, the products above are considered articles and do not require an MSDS. However, GAF would like to disclose as much health and safety information as possible to ensure that this product is handled properly. All components listed for this product are bound within the product. When handled as intended and under normal conditions, none of the ingredients should be released and should not pose a significant health risk. SECTION 3 I AZAR1iitii NTIFICgTIOI PRIMARY ROUTE OF EXPOSURE: Inhalation SIGNS & SYMPTONS OF EXPOSURE EYES: N/A SKIN: N/A INGESTION: N/A INHALATION: Silica: Shortness of breath on exertion, dry cough; Talc: cough pneumoconiosis ACUTE HEALTH HAZARDS: N/A CHRONIC HEALTH HAZARDS: Silica: Limitation of expansion of the chest, emphysema; Talc: Pneumoconiosis. CARCINOGENICITY: The International Agency for Research on Cancer (IARC) and the National Toxicology Program (NTP) have determined that there is sufficient evidence in humans for the carcinogenicity of inhaled crystalline silica in the form of quartz or cristobalite. In addition, IARC has determined that there is sufficient evidence for the carcinogenicity of quartz and cristobalite in experimental animals. Among individuals with silicosis, lung cancer occurs more frequently in those who smoke. Page 2of7 GAF Materials Corporation MSDS# 1004 WOili'fi.,N FIRUM'NAEASRURE FIRST AID PROCEDURES EYES: SKIN: INHALATION: INGESTION: Flush eyes with water for 15 minutes while holding eyelids apart. Consult medical personnel. Cool with ice or water. Do not attempt to remove asphalt immediately. Cover with petroleum jelly and remove when asphalt has softened. More individual to area with fresh air and provide oxygen if breathing is difficult. Consult medical personnel. Consult medical personnel. NOTES TO PHYSICIANS OR N/A FIRST AID PROVIDERS: SE,CfTION S FIRE FIGHTING I?RQCEDU: RS SUITABLE EXTINGUISHING MEDIA: CO2, Foam, Dry Chemical or Water HAZARDOUS COMBUSTION PRODUCTS: N/A RECOMMENDED FIRE FIGHTING Wear self- contained breathing apparatus and full protective PROCEDURES: clothing. UNUSUAL FIRE & EXPLOSION None HAZARDS: SECTI,ON ONCGIDENTAL RELEASE- M!EATSuRE_5, ACCIDENTAL RELEASE MEASURES: Pick up pieces and dispose off properly. Vacuum dust. Use a dust suppressant if sweeping is necessary. SECTION : HANDLIN:G,AND ST,0 :14TGE Hot asphalt is used to install most of these products and is HANDLING AND STORAGE: hazardous if contact is made with the eyes or skin. OTHER PRECAUTIONS: When heated, small amounts of hydrogen sulfide may be given off. Hydrogen sulfide is a flammable, toxic gas. Breathing of fumes must be avoided. Page 3 of 7 GAF Materials Corporation MSDS# 1004 mar_ SURE CONitoomPERSOANAL PRq,m,TI_ONl ENGINEERING CONTROLS / N/A VENTILATION: RESPIRATORY PROTECTION: N/A EYE PROTECTION: Safety glasses with side shields. SKIN PROTECTION: N/A OTHER PROTECTIVE EQUIPMENT: Long sleeve shift and long trousers, (both with minimal synthetic fiber content). Solid work shoes. WORK HYGIENIC PRACTICES: Wash hands after application. EXPOSURE GUIDELINES: N/A $_EC I0,ORH'1YSI€ij ND1CFiTEM1qA{L PROJPERTIE APPEARANCE & ODOR: Thin black sheet in roll form, sand or talc surfaced. Slight asphaltic odor. FLASH POINT: >500 °F LOWER EXPLOSIVE LIMIT: N/A METHOD USED: COC UPPER EXPLOSIVE LIMIT: N/A EVAPORATION RATE: N/A BOILING POINT: N/A pH (undiluted product): N/A MELTING POINT: N/A SOLUBILITY IN WATER: Insoluble SPECIFIC GRAVITY: N/A VAPOR DENSITY: N/A PERCENT VOLATILE: N/A VAPOR PRESSURE: N/A MOLECULAR WEIGHT: N/A VOC WITH WATER (LBS /GAL): N/A WITHOUT WATER (LBS /GAL): N/A r.. a ......_. �_..: .- ...- ._____. -. � �.._,,.. S.ECTIO,W11:0 ,$TABIL'ITY ANEgREACTINITY THERMAL STABILITY: CONDITIONS TO AVOID (STABILITY): N/A STABLE X UNSTABLE ❑ Page 4 of 7 GAF Materials Corporation MSDS# 1004 INCOMPATIBILITY (MATERIAL TO AVOID): HAZARDOUS DECOMPOSITION OR BY- PRODUCTS: HAZARDOUS POLYMERIZATION: N/A Thermal decomposition may release CO, CO2, carbon particulates, methane, ammonia, hydrogen cyanide and hydrogen sulfide. Will not occur CTIONI 1 agoxiCOLOGICALoINFARMATION TOXICOLOGICAL INFORMATION: No information available. S ECTION f2: EC OLOGICA`LINFQ:RIVIATIQN ECOLOGICAL INFORMATION: No information available. SE!DJ-DON is D_ISP.,QSAL CONSI_DERVIIIQN , WASTE DISPOSAL METHOD: This product, as supplied, is not regulated as a hazardous waste by the U.S. Environmental Protection Agency (EPA) under Resource Conservation and Recovery Act (RCRA) regulations. Comply with state and local regulations for disposal RCRA HAZARD CLASS: N/A SEOJIIION-514 T ANSPf RTA'tTlOIy�IN'f'�:O�RMATIOI U.S. DOT TRANSPORTATION PROPER SHIPPING NAME: This product is not classified as a hazardous material for transport. N/A N/A HAZARD CLASS: ID NUMBER: PACKING GROUP: Page 5 of 7 N/A GAF Materials Corporation LABEL STATEMENT: N/A OTHER: N/A MSDS# 1004 SECTION 15 RE li T RI IN ORMATIO_ U.S. FEDERAL REGULATIONS TSCA: This product and its components are listed on the TSCA 8(b) inventory. CERCLA: None SARA 311/312 HAZARD CATEGORIES: None 313 REPORTABLE INGREDIENTS: None CALIFORNIA PROPOSITION 65: This product contains a chemical known to the state of California to cause cancer and birth defects, or other reproductive harm. Other state regulations may apply. Check individual state requirements. The following components appear on one or more of the following state hazardous substances lists: Chemical Name CAS # CA MA MN NJ PA RI Silica, Crystalline Quartz 14808 -60 -7 Yes Yes Yes Yes Yes Yes Talc (containing no asbestos) 14807 -96 -6 Yes No Yes Yes Yes Yes Asphalt 8052 -42 -4 Yes Yes Yes Yes Yes Yes SE RMATI;O'N] ADDITIONAL COMMENTS: N/A DATE OF PREVIOUS MSDS: 05/2003 CHANGES SINCE PREVIOUS MSDS: Updated to ANSI 16 section format. This information relates to the specific material designated and may not be valid for such material used on combination with any other materials or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the date compiled. However, no representation, warranty or guarantee, expressed or implied, is made as to its accuracy, reliability, or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of such information Page 6 of 7 GAF Materials Corporation MSDS# 1004 for his particular use. We do not accept liability for any loss or damage that may occur from the use of this information. Nothing herein shall be construed as a recommendation for uses which infringe valid patents or as extending a license of valid patents. Page 7 of 7 GAF Materials Corporation Material Safety Data Sheet MSDS #1004 MSDS Date: May 2008 AECTIONIPRQDUGTANDCOh *NY4IN o:- PRODUCT NAME: TRADE NAME: CHEMICAL NAME / SYNONYM: CHEMICAL FAMILY: MANUFACTURER: ADDRESS: 24 HOUR EMERGENCY PHONE: (CHEMTREC) INFORMATION ONLY: PREPARED BY: APPROVED BY: Reactive Special Hazards OSHA HAZARDOUS: GAFGLAS® Ply 4 Roofing Felt, GAFGLAS® PIy 6 Roofing Felt, GAFGLAS® #75 Base Sheet, GAFGLAS® Flashing, GAFGLAS® Base & PIy Sheet (NLM), Weathercote (NLM), Black Armor® Base Sheet, GAFGLAS® #80 UltimaTM Base Sheet, GAFGLAS® FlexplyTM 6, Tile Mate TM Base N/A N/A N/A GAF Materials Corporation 1361 Alps Road, Wayne, NJ 07470 800 -424 -9300 800 - 766 -3411 Randy Redwine Phil Curry NFPA Hazard Rating HMIS Hazard Rating 1 1 0 Reactive Personal Protection 1 1 0 X Yes ❑ No X SECTIONi2' CQYMgoSITIONIINF,.ORMmpNromiN REDIENTS, CHEMICAL NAME CAS # Silica, Crystalline 14808 -60 -7 Quartz % (BY WT) OSHA OCCUPATIONAL EXPOSURE LIMITS ACGIH OTHER Approx. 20 10 mg /m3 / (% 0.025 mg /m3 REL: 0.05 S102 + 2) — resp. mg /m3 — resp. Page 1 of 7 GAF Materials Corporation MSDS# 1004 CHEMICAL NAME CAS # % (BY WT) OSHA ACGIH OTHER Talc (containing no ' 14807 -96 -6 < 20 asbestos) Asphalt Non - Hazardous Ingredients 20 mppcf (containing <1% Quartz) 8052 -42 -4 10 -30 NE Approx. 20 2 mg /m3 0.5 mg /m3 (inhalable fraction, as benzene - soluble aerosol) REL: 2 mg /m3 — resp. REL: 5mg /m3 — Ceiling (15 min. fumes) As defined in the OSHA Hazard Communication Standard, 29 CFR 1910.1200, the products above are considered articles and do not require an MSDS. However, GAF would like to disclose as much health and safety information as possible to ensure that this product is handled properly. All components listed for this product are bound within the product. When handled as intended and under normal conditions, none of the ingredients should be released and should not pose a significant health risk. SECTION3H '= A°7ARDSlUENTIFIGATIOt' PRIMARY ROUTE OF EXPOSURE: Inhalation SIGNS & SYMPTONS OF EXPOSURE EYES: N/A SKIN: N/A INGESTION: N/A INHALATION: Silica: Shortness of breath on exertion, dry cough; Talc: cough pneumoconiosis ACUTE HEALTH HAZARDS: N/A CHRONIC HEALTH HAZARDS: Silica: Limitation of expansion of the chest, emphysema; Talc: Pneumoconiosis. CARCINOGENICITY: The International Agency for Research on Cancer (IARC) and the National Toxicology Program (NTP) have determined that there is sufficient evidence in humans for the carcinogenicity of inhaled crystalline silica in the form of quartz or cristobalite. In addition, IARC has determined that there is sufficient evidence for the carcinogenicity of quartz and cristobalite in experimental animals. Among individuals with silicosis, lung cancer occurs more frequently in those who smoke. Page 2 of 7 GAF Materials Corporation MSDS# 1004 SE770149N FIR ikAI0: E_ASRURE FIRST AID PROCEDURES EYES: SKIN: INHALATION: INGESTION: Flush eyes with water for 15 minutes while holding eyelids apart. Consult medical personnel. Cool with ice or water. Do not attempt to remove asphalt immediately. Cover with petroleum jelly and remove when asphalt has softened. More individual to area with fresh air and provide oxygen if breathing is difficult. Consult medical personnel. Consult medical personnel. NOTES TO PHYSICIANS OR N/A FIRST AID PROVIDERS: SECTION S 'irEIREtFIGHTINLGIPROCEOttRE$ SUITABLE EXTINGUISHING MEDIA: CO2, Foam, Dry Chemical or Water HAZARDOUS COMBUSTION PRODUCTS: N/A RECOMMENDED FIRE FIGHTING Wear self- contained breathing apparatus and full protective PROCEDURES: clothing. UNUSUAL FIRE & EXPLOSION None HAZARDS: EGTION;;6'taioIDENTALIRLEA_SE MEASI k ACCIDENTAL RELEASE MEASURES: Pick up pieces and dispose off properly. Vacuum dust. Use a dust suppressant if sweeping is necessary. 5ECTION7# HANRLI'NG °AfSDSTORAGE4 Hot asphalt is used to install most of these products and is HANDLING AND STORAGE: hazardous if contact is made with the eyes or skin. OTHER PRECAUTIONS: When heated, small amounts of hydrogen sulfide may be given off. Hydrogen sulfide is a flammable, toxic gas. Breathing of fumes must be avoided. Page 3 of 7 GAF Materials Corporation MSDS# 1004 EOM ION18 f= XPOSUREIC --_®NTROLSLPERSONALtPROTE'CM ENGINEERING CONTROLS / N/A VENTILATION: RESPIRATORY PROTECTION: N/A EYE PROTECTION: Safety glasses with side shields. SKIN PROTECTION: N/A OTHER PROTECTIVE EQUIPMENT: Long sleeve shift and Tong trousers, (both with minimal synthetic fiber content). Solid work shoes. WORK HYGIENIC PRACTICES: Wash hands after application. EXPOSURE GUIDELINES: N/A SfC;TiIQN 9.;zPHYSICAL AND ;CHEMICAL4PROPERTiIES APPEARANCE & ODOR: Thin black sheet in roll form, sand or talc surfaced. Slight asphaltic odor. FLASH POINT: >500 °F LOWER EXPLOSIVE LIMIT: N/A METHOD USED: COC UPPER EXPLOSIVE LIMIT: N/A EVAPORATION RATE: N/A BOILING POINT: N/A pH (undiluted product): N/A MELTING POINT: N/A SOLUBILITY IN WATER: Insoluble SPECIFIC GRAVITY: N/A VAPOR DENSITY: N/A PERCENT VOLATILE: N/A VAPOR PRESSURE: N/A MOLECULAR WEIGHT: N/A VOC WITH WATER (LBS /GAL): N/A WITHOUT WATER (LBS /GAL): N/A SEG.T.10100 STABILITYIAN,D R_EACi VITY THERMAL STABILITY: CONDITIONS TO AVOID (STABILITY): N/A STABLE X UNSTABLE ❑ Page 4 of 7 GAF Materials Corporation MSDS# 1004 INCOMPATIBILITY (MATERIAL TO AVOID): HAZARDOUS DECOMPOSITION OR BY- PRODUCTS: HAZARDOUS POLYMERIZATION: N/A Thermal decomposition may release CO, CO2, carbon particulates, methane, ammonia, hydrogen cyanide and hydrogen sulfide. Will not occur SECT�ON 11 szTOXICOLOGI.CALANFORMATION TOXICOLOGICAL INFORMATION: No information available. SECSTION41�2 E:00.O:GIC4:4(61:F�QmMATtiot4 ECOLOGICAL INFORMATION: No information available. - ECTIONIA031DISPOSAL` NCO SIDE RATION! WASTE DISPOSAL METHOD: This product, as supplied, is not regulated as a hazardous waste by the U.S. Environmental Protection Agency (EPA) under Resource Conservation and Recovery Act (RCRA) regulations. Comply with state and local regulations for disposal RCRA HAZARD CLASS: N/A SECTION 14riVANse RtTATIQ;N INFQRMgo U.S. DOT TRANSPORTATION PROPER SHIPPING NAME: This product is not classified as a hazardous material for transport. N/A N/A HAZARD CLASS: ID NUMBER: PACKING GROUP: Page 5 of 7 N/A GAF Materials Corporation MSDS# 1004 LABEL STATEMENT: N/A OTHER: N/A SECTI01g 1'5 REGUL' tktINF;ORM 4TIO U.S. FEDERAL REGULATIONS TSCA: This product and its components are listed on the TSCA 8(b) inventory. CERCLA: None SARA 311/312 HAZARD CATEGORIES: None 313 REPORTABLE INGREDIENTS: None CALIFORNIA PROPOSITION 65: This product contains a chemical known to the state of California to cause cancer and birth defects, or other reproductive harm. Other state regulations may apply. Check individual state requirements. The following components appear on one or more of the following state hazardous substances lists: Chemical Name CAS # CA MA MN NJ PA RI Silica, Crystalline Quartz 14808 -60 -7 Yes Yes Yes Yes Yes Yes Talc (containing no asbestos) 14807 -96 -6 Yes No Yes Yes Yes Yes Asphalt 8052 -42 -4 Yes Yes Yes Yes Yes Yes SECTIONfi fi OT;HERFUVFORM`ATIOI4 ADDITIONAL COMMENTS: N/A DATE OF PREVIOUS MSDS: 05/2003 CHANGES SINCE PREVIOUS MSDS: Updated to ANSI 16 section format. This information relates to the specific material designated and may not be valid for such material used on combination with any other materials or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the date compiled. However, no representation, warranty or guarantee, expressed or implied, is made as to its accuracy, reliability, or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of such information Page 6 of 7 GAF Materials Corporation MSDS# 1004 for his particular use. We do not accept liability for any Toss or damage that may occur from the use of this information. Nothing herein shall be construed as a recommendation for uses which infringe valid patents or as extending a license of valid patents. Page 7 of 7 GAF MATERIALS CORPORATION GAF Materials Corporation Material Safety Data Sheet MSDS #1005 MSDS Date: May 2008 E i-no tliFf DIJ>CT A `,COMPANY INR RMA`TI;DI PRODUCT NAME: TRADE NAME: CHEMICAL NAME / SYNONYM: CHEMICAL FAMILY: MANUFACTURER: ADDRESS: 24 HOUR EMERGENCY PHONE: (CHEMTREC) INFORMATION ONLY: PREPARED BY: APPROVED BY: Health '' ., Special Hazards OSHA HAZARDOUS: GAFGLAS® STRATAVENT® (Perforated), GAFGLAS® STRATAVENT® (Nailable), GAFGLAS® Mineral Surfaced Cap Sheet, mineral Guard®, Mineral Guard Double Coverage®, Dubl= Coverage® (NLM), 18" Mineralized Starter (NLM), Tile- MateTM Underlayment, Tile- MateTM Cap Sheet N/A N/A N/A GAF Materials Corporation 1361 Alps Road, Wayne, NJ 07470 800 -424 -9300 800 - 766 -3411 Randy Redwine Phil Curry NFPA Hazard Rating HMIS Hazard Rating 1 1 0 Reactive Personal Protection 1 1 0 X Yes ❑ No X EGTIbN2 °COMPOSITIQN/INFORMArTION; CHEMICAL NAME CAS # Silica, Crystalline 14808 -60 -7 Quartz N INGREDIENT:0 % (BY WT) OSHA Approx. 5 OCCUPATIONAL EXPOSURE LIMITS 10mg /m3 /(% Si02 + 2) — resp. Page 1 of 7 ACGIH OTHER 0.025 mg /m3 REL: 0.05 mg /m3 — resp. GAF Materials Corporation MSDS # 1005 CHEMICAL NAME CAS # % (BY WT) OSHA ACGIH OTHER Asphalt Non - Hazardous Ingredients NE =Not Established 8052 -42 -4 10 -30 NE 0.5 mg /m3 REL: 5mg /m3 (inhalable — Ceiling (15 fraction, as min. fumes) benzene - soluble aerosol) Approx.95 As defined in the OSHA Hazard Communication Standard, 29 CFR 1910.1200, the products above are considered articles and do not require an MSDS. However, GAF would like to disclose as much health and safety information as possible to ensure that this product is handled properly. All components listed for this product are bound within the product. When handled as intended and under normal conditions, none of the ingredients should be released and should not pose a significant health risk. SECTION 3liH , RDSyIDENTI:FICNTIQN PRIMARY ROUTE OF EXPOSURE: Inhalation SIGNS & SYMPTONS OF EXPOSURE EYES: N/A SKIN: N/A INGESTION: N/A INHALATION: Silica: Shortness of breath on exertion, dry cough; Talc: cough pneumoconiosis. ACUTE HEALTH HAZARDS: N/A CHRONIC HEALTH HAZARDS: Silica: Limitation of expansion of the chest, emphysema; Talc: Pneumoconiosis. CARCINOGENICITY: The International Agency for Research on Cancer (IARC) and the National Toxicology Program (NTP) have determined that there is sufficient evidence in humans for the carcinogenicity of inhaled crystalline silica in the form of quartz or cristobalite. In addition, IARC has determined that there is sufficient evidence for the carcinogenicity of quartz and cristobalite in experimental animals. Among individuals with silicosis, lung cancer occurs more frequently in those who smoke. tt-MipIrtstaffgalcilinV, 'SRll;RE$ Page 2 of 7 GAF Materials Corporation MSDS # 1005 FIRST AID PROCEDURES EYES: SKIN: IN HALATION: INGESTION: Flush eyes with water for 15 minutes while holding eyelids apart. Consult medical personnel. Cool with ice or water. Do not attempt to remove asphalt immediately. Cover with petroleum jelly and remove when asphalt has softened. More individual to area with fresh air and provide oxygen if breathing is difficult. Consult medical personnel. Consult medical personnel. NOTES TO PHYSICIANS OR N/A FIRST AID PROVIDERS: ECTION SsE.EIREI.FIGHSLNG1PROCED„URE$ SUITABLE EXTINGUISHING MEDIA: CO2, Foam, Dry Chemical or Water HAZARDOUS COMBUSTION PRODUCTS: N/A RECOMMENDED FIRE FIGHTING Wear self- contained breathing apparatus and full protective PROCEDURES: clothing. UNUSUAL FIRE & EXPLOSION None HAZARDS: SEC'TO'N 6ACCIDENTALRELEASEEEMEASURES ACCIDENTAL RELEASE MEASURES: Pick up pieces and dispose off properly. Vacuum dust. Use a dust suppressant if sweeping is necessary. ;SE WI NDLING'AND STEO_RA„ Hot asphalt is used to install most of these products and is HANDLING AND STORAGE: hazardous if contact is made with the eyes or skin. OTHER PRECAUTIONS: When heated, small amounts of hydrogen sulfide may be given off. Hydrogen sulfide is a flammable, toxic gas. Breathing of fumes must be avoided. Page 3 of 7 GAF Materials Corporation MSDS # 1005 gall :NO EXPOSURE CONTROLS /PERS:OI ENGINEERING CONTROLS / N/A VENTILATION: AtalMTECTIOI RESPIRATORY PROTECTION: N/A EYE PROTECTION: Safety glasses with side shields. SKIN PROTECTION: N/A OTHER PROTECTIVE EQUIPMENT: Long sleeve shift and long trousers, (both with minimal synthetic fiber content). Solid work shoes. WORK HYGIENIC PRACTICES: Wash hands after application. EXPOSURE GUIDELINES: N/A SEC; ION 9 IPHYSICA`ti AND1C:HEMICA L PROPERTIED APPEARANCE & ODOR: Thin black sheet in roll form, granulars on one side and sand on the other. Slight asphaltic odor. FLASH POINT: >500 °F LOWER EXPLOSIVE LIMIT: N/A METHOD USED: COC UPPER EXPLOSIVE LIMIT: N/A EVAPORATION RATE: N/A BOILING POINT: N/A pH (undiluted product): N/A MELTING POINT: N/A SOLUBILITY IN WATER: Insoluble SPECIFIC GRAVITY: N/A VAPOR DENSITY: N/A PERCENT VOLATILE: N/A VAPOR PRESSURE: N/A MOLECULAR WEIGHT: N/A VOC WITH WATER (LBS /GAL): N/A WITHOUT WATER (LBS /GAL): N/A SECTION„ t STABILITY.AND;:REACLTIVITY THERMAL STABILITY: CONDITIONS TO AVOID (STABILITY): N/A STABLE X UNSTABLE ❑ Page 4 of 7 GAF Materials Corporation MSDS # 1005 INCOMPATIBILITY (MATERIAL TO AVOID): HAZARDOUS DECOMPOSITION OR BY- PRODUCTS: HAZARDOUS POLYMERIZATION: N/A Thermal decomposition may release CO, CO2, carbon particulates, methane, ammonia, hydrogen cyanide and hydrogen sulfide. Will not occur IO.N" 1r1 ROXiCOLOGICANNf, ORMARON TOXICOLOGICAL INFORMATION: No information available 6EC4TION 1k2: ECO,LO:GICTAIINFOTRMQTIQIN, ECOLOGICAL INFORMATION: No information available CT .DISPO$`AL_xCONSIDEM, WASTE DISPOSAL METHOD: This product, as supplied, is not regulated as a hazardous waste by the U.S. Environmental Protection Agency (EPA) under Resource Conservation and Recovery Act (RCRA) regulations. Comply with state and local regulations for disposal RCRA HAZARD CLASS: N/A SECTION 14 MNSPIORTATIMONUIRMAT q_I U.S. DOT TRANSPORTATION PROPER SHIPPING NAME: This product is not classified as a hazardous material for transport N/A N/A HAZARD CLASS: ID NUMBER: PACKING GROUP: Page 5 of 7 N/A GAF Materials Corporation LABEL STATEMENT: N/A OTHER: N/A MSDS # 1005 �EC�T�O`�1'513E�GU' TO'R;. INFQRMA1TIO U.S. FEDERAL REGULATIONS TSCA: This product and its components are listed on the TSCA 8(b) inventory. CERCLA: None SARA 311/312 HAZARD CATEGORIES: None 313 REPORTABLE INGREDIENTS: None CALIFORNIA PROPOSITION 65: This product contains a chemical known to the state of California to cause cancer and birth defects, or other reproductive harm. Other state regulations may apply. Check individual state requirements. The following components appear on one or more of the following state hazardous substances lists: Chemical Name CAS # CA MA MN NJ PA RI Silica, Crystalline Quartz 14808 -60 -7 Yes No Yes Yes Yes Yes Asphalt 8052 -42 -4 Yes Yes Yes Yes Yes Yes SE yt ONiI6' OTRHEt2 INE R_IAAiTI;OI ADDITIONAL COMMENTS: N/A DATE OF PREVIOUS MSDS: 12/2001 CHANGES SINCE PREVIOUS MSDS: Updated to ANSI 16 section format. This information relates to the specific material designated and may not be valid for such material used on combination with any other materials or in any process. Such information is to the best of our knowledge and belief accurate and reliable as of the date compiled. However, no representation, warranty or guarantee, expressed or implied, is made as to its accuracy, reliability, or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of such information for his particular use. We do not accept liability for any Toss or damage that may occur from the use of Page 6 of 7 GAF Materials Corporation MSDS # 1005 this information. Nothing herein shall be construed as a recommendation for uses which infringe valid patents or as extending a license of valid patents. Page 7 of 7 ucaraIc Thit SERI GF QURIITY Page: 1 of 5 Material Safety Data Sheet 24 HR. CHEMTREC EMERGENCY #: 1- 800 -424 -9300 (OUTSIDE THE U.S. & CANADA: 1- 202 - 483 -7616) SECTION 1 - PRODUCT IDENTIFICATION HAZARD RATING 4- EXTREME 3 -HIGH 2- MODERATE 1 - SLIGHT 0 - INSIGNIFICANT Fire 2 Health 2 0 Reactivity Special IDENTITY: Asphalt Rubber Cements / Coatings #19UItra, 66AF, 81AF,88R, 229AF DATE: June 9, 2003 Revision: 3 MANUFACTURER: Karnak Corporation 330 Central Ave. Clark, NJ 07066 U.S.A. Telephone #: 1- 732 - 388 -0300 SECTION 2 - COMPOSITION, INFORMATION ON INGREDIENTS Components Asphalt Aromatic Petroleum Rubber Attapulgite Clay Cellulose Fibers Cationic Salt CAS# 8052 -42-4 Distillates 8052 -41 -3 9003 -55 -8 12174 -11 -7 9004 -34 -6 28701 -67 -9 PEL = Permissible Exposure Limits TLV = Threshold Limit Value N.E. = Not Established N.A. = Not Applicable Weight % OSHA PEL ACGIH TLV 30 -80 N.E. 5mg /m3 3-40 100 ppm 100 ppm 5 -15 N.A. N.A. 0 -20 N.A 5mg /m3 0 -15 5mg /m3 5mg /m3 0 -3 N.A N.A Other Limits Recommended 5mg /m3 (NIOSH) 350mg /m (NIOSH) None N.A N.A N.A OSHA = Occupational Safety and Health Administration ACGIH = American Conference of Governmental Industrial Hygienists NIOSH = National Institute for Occupational Safety and Health SECTION 3 - HAZARDS IDENTIFICATION Combustible liquid and Vapor Potential Health Effects: Fumes from product can be unpleasant, may cause nausea, headache and irritating to eyes, skin, and respiratory tract. SECTION 4 - FIRST AID MEASURES MSDS Page 2 of 5 Rev. 3 Asphalt Rubber cement Eye Contact: If this product comes in contact with eyes, Flush eye with plenty of water for at least 15 minutes and seek medical attention. Skin Contact: If this product comes in contact with skin, remove material with mineral oil, then wash with soap and plenty of water. Inhalation: If respiratory discomfort occurs, remove to fresh air. If discomfort continues, administer oxygen and get medical attention. Ingestion: If swallowed, do not induce vomiting. Get medical attention. SECTION 5 - FIRE FIGHTING MEASURES Flash Point (PMCC): 104 °F Minimum Dust Explosivity Limits: Not Applicable. Extinguishing Media: Carbon dioxide (CO2), foam, or dry chemical. Water may be used to Cool containers exposed to heat. Fire Fighting Instructions: Unusual Fire Hazards: Minimize breathing vapors, gases or fumes of decomposition products. Do not enter any enclosed or confined fire space without proper protective equipment, including self- contained breathing apparatus. When heated above flash point, material will release flammable vapors which can burn or be explosive in confined spaces if ignited. Do not mix with strong oxidants such as liquid chlorine or concentrated oxygen. SECTION 6 - ACCIDENTAL RELEASE MEASURES Eliminate sources of ignition, and ventilate the area. Add sand or earth or absorb spill with suitable absorbent material and place in a closed container. Keep product out of sewers and waterways by diking or impounding. Advise authorities if product has entered or may enter sewers or waterways. Assure conformity with applicable governmental regulations. MSDS Page 3 of 5 Rev. 3 Asphalt Rubber Cement SECTION 7 - HANDLING AND STORAGE Vapors are heavier than air and may travel along the ground or be moved by ventilation to locations distant from the point of material handling. To prevent fumes from entering buildings or confined areas, close all air intake sources near the material handling or the work area. To prevent ignition, avoid smoking, keep away from heat, open flames and sources of static or electrical sparking. Use explosion proof motors and equipment. Tank trucks or other containers should be grounded and /or bonded when the material is transferred. Avoid prolonged or repeated inhalation of vapors or spray mists. Avoid prolonged or repeated skin contact. Adhere to good hygienic practices. Avoid open flames. Use with adequate ventilation. Store in a cool, dry place, out of direct sunlight and away from heat, sparks, and flame. Health studies have shown that many petroleum hydrocarbons pose potential human health risks which may vary from person to person. As a precaution, exposure to liquids, vapors, mists or fumes should be minimized. SECTION 8 - EXPOSURE CONTROLS, PERSONAL PROTECTION Respiratory Protection: Use supplied -air respirator in confined areas or with vapors in high concentrations. Ventilation: Local Exhaust: In enclosed areas. Special: None Mechanical: In enclosed areas. Other: None Eye Protection: Safety glasses or face shield for liquid material. Protective Gloves: Solvent impervious gloves. Other Protective Clothing Equipment: Long sleeves and impervious clothing to protect against splashing. Work/Hygienic Practices: See Section 7. SECTION 9 - PHYSICAL AND CHEMICAL PROPERTIES Appearance and Odor: Dark liquid. Mild petroleum odor Vapor Pressure: 3 Boiling Point: 300 -350 °F Evaporation Rate (Butyl Acetate =l)@ 77 °F: 0.2 Melting Point (R & B): N/A Vapor Density (Air = 1): >4 Solubility in water: Insoluble. Flash Point (PMCC): 104 °F min. Specific Gravity (H20 =1): 0.8 — 0.99 MSDS Page 4 of 5 Rev. 3 Asphalt Rubber cement USECTION 10 - STABILITY AND REACTIVITY Stability: Stable Conditions to Avoid: Incompatibility (Materials to Avoid): Hazardous Decomposition or Byproducts: Hazardous Polymerization: Keep away from heat, spark, open flames. Auto - ignition temperature unknown. May react with strong oxidizing materials. Combustion: carbon dioxide (CO2), carbon monoxide (CO), nitrogen oxides, smoke, and fumes. Will not occur. UUSECTION 11 - TOXICOLOGICAL INFORMATION Product may cause respiratory irritation, headache, dizziness, nausea and vomiting. Prolonged or repeated contact with skin may cause dermatitis. Carginogenicity: NTP ?: No IARC Monographs ?: No OSHA Regulated ?: No SECTION 12 - ECOLOGICAL INFORMATION EPA Hazard Classification Code: Acute Hazard: Chronic Hazard: Reactive Hazard: Not Applicable: X Fire Hazard: Pressure Hazard: SECTION 13 - DISPOSAL CONSIDERATIONS Dispose of in accordance with local, state and federal regulations. MSDS Page 5 of 5 Rev. 3 Asphalt Rubber cement SECTION 14 - TRANSPORTATION INFORMATION The description shown may not apply to all shipping situations. Consult 49 CFR, or appropriate regulations, for additional description requirements. DOT Shipping Name: Asphalt Primer /Coating DOT Label Information: Combustible Liquid DOT Hazard Class: Non - Hazardous (Ground transport only) DOT Packing Group: N/A (Ground transport only) SECTION 15 - REGULATORY INFORMATION SARA TITLE III - EPA Regulation 40 CFR 302 (CERCLA Section 102); CFR 355 (SARA Section 301 -304); CFR 372 (SARA Section 311 -313) - NOT APPLICABLE. This product contains the following chemicals subject to the reporting requirements of SARA 313 and 40 CFR 372 1,2,4 — Trimethylbenzene CAS# 95 -63 -6 Weight% 0 -2 EPA HAZARD CLASSIFICATION CODE: Acute Hazard /Chronic Hazard /Fire Hazard /Pressure Hazard /Reactive Hazard - NOT APPLICABLE. TOSCA, CANADIAN DSL: Not Hazardous. SECTION 16 - OTHER INFORMATION Revision Statement: This Material Safety Data Sheet has been revised to follow the ANSI Z400.1 standard. This information relates only to the specific material designated and may not be valid for such material used in combination with any other materials or in any process. Although certain hazards are described herein, we cannot guarantee that these are the only hazards that exist. The information has been completed to the best of our knowledge and is believed to be accurate and reliable as from the date indicated. However, no warranty is made as to its accuracy, reliability or completeness. It is the user's responsibility to satisfy oneself as to the suitability and completeness of such information for his own particular use. I[aiuu,aaIE Tho Segl DFIURIITY Page: 1 of 5 Material Safety Data Sheet 24 HR. CHEMTREC EMERGENCY #: 1- 800 -424 -9300 (OUTSIDE THE U.S. & CANADA: 1- 202 - 483 -7616) SECTION 1 - PRODUCT IDENTIFICATION IDENTITY: Asphalt Primer / Coating HAZARD RATING 4- EXTREME 3 - HIGH 2 - MODERATE 1 - SLIGHT 0 - INSIGNIFICANT Fire 2 Health 2 0 Reactivity Special #102 AF,105 AF,107 AF,108 AF,111 AF,112 AF,118 AF DATE: September 4, 2003 Revision: 3 MANUFACTURER: Kamak Corporation 330 Central Ave. Clark, NJ 07066 U.S.A. Telephone #: 1- 800 - 526 -4236 24 HR CHEMTREC EMERGENCY NUMBER 1- 800 -424 -9300 (OUTSIDE THE U.S AND CANADA 1- 202 -483 -7616) SECTION 2 - COMPOSITION, INFORMATION ON INGREDIENTS Components Asphalt Aliphatic Hydrocarbons (Stoddard) Gilsonite CAS# 8052 -42-4 8052 -41 -3 12002 -43 -6 PEL = Permissible Exposure Limits TLV = Threshold Limit Value N.E. = Not Established Weight % OSHA PEL ACGIH TLV 50 -90 10 ppm 0.5mg /m3 10 -50 100 ppm 100 ppm 0 -10 N/A N/A Other Limits Recommended 5mg /m3 ( NIOSH) 350mg /m (NIOSH) None OSHA = Occupational Safety and Health Administration ACGIH = American Conference of Governmental Industrial Hygienists NIOSH = National Institute for Occupational Safety and Health SECTION 3 - HAZARDS IDENTIFICATION Combustible liquid and Vapor Potential Health Effects: Fumes from product can be unpleasant, may cause nausea, headache and irritating to eyes, skin, and respiratory tract. MSDS Page 2 of 5 Rev. 3 Asphalt Cutback SECTION 4 - FIRST AID MEASURES Eye Contact: If this product comes in contact with eyes, Flush eye with plenty of water for at least 15 minutes and seek medical attention. Skin Contact: If this product comes in contact with skin, remove material with mineral oil, then wash with soap and plenty of water. Inhalation: If respiratory discomfort occurs, remove to fresh air. If discomfort continues, administer oxygen and get medical attention. Ingestion: If swallowed, do not induce vomiting. Get medical attention. SECTION 5 - FIRE FIGHTING MEASURES Flash Point (PMCC): 104 °F Minimum Dust Explosivity Limits: Not Applicable. Extinguishing Media: Carbon dioxide (CO2), foam, or dry chemical. Water may be used to Cool containers exposed to heat. Fire Fighting Instructions: Unusual Fire Hazards: Minimize breathing vapors, gases or fumes of decomposition products. Do not enter any enclosed or confined fire space without proper protective equipment, including self - contained breathing apparatus. When heated above flash point, material will release flammable vapors which can burn or be explosive in confined spaces if ignited. Do not mix with strong oxidants such as liquid chlorine or concentrated oxygen. SECTION 6 - ACCIDENTAL RELEASE MEASURES Eliminate sources of ignition, and ventilate the area. Add sand or earth or absorb spill with suitable absorbent material and place in a closed container. Keep product out of sewers and waterways by diking or impounding. Advise authorities if product has entered or may enter sewers or waterways. Assure conformity with applicable governmental regulations. MSDS Page 3 of 5 Rev. 2 Asphalt Cutback SECTION 7 - HANDLING AND STORAGE Vapors are heavier than air and may travel along the ground or be moved by ventilation to locations distant from the point of material handling. To prevent fumes from entering buildings or confined areas, close all air intake sources near the material handling or the work area. To prevent ignition, avoid smoking, keep away from heat, open flames and sources of static or electrical sparking. Use explosion proof motors and equipment. Tank trucks or other containers should be grounded and /or bonded when the material is transferred. Avoid prolonged or repeated inhalation of vapors or spray mists. Avoid prolonged or repeated skin contact. Adhere to good hygienic practices. Avoid open flames. Use with adequate ventilation. Store in a cool, dry place, out of direct sunlight and away from heat, sparks, and flame. Health studies have shown that many petroleum hydrocarbons pose potential human health risks which may vary from person to person. As a precaution, exposure to liquids, vapors, mists or fumes should be minimized. SECTION 8 - EXPOSURE CONTROLS, PERSONAL PROTECTION Respiratory Protection: Use supplied -air respirator in confined areas or with vapors in high concentrations. Ventilation: Local Exhaust: In enclosed areas. Special: None Mechanical: In enclosed areas. Other: None Eye Protection: Safety glasses or face shield for liquid material. Protective Gloves: Solvent impervious gloves. Other Protective Clothing Equipment: Long sleeves and impervious clothing to protect against splashing. Work/Hygienic Practices: See Section 7. SECTION 9 - PHYSICAL AND CHEMICAL PROPERTIES Appearance and Odor: Dark liquid. Mild petroleum odor Vapor Pressure: 3 Boiling Point: 300 -350 °F Evaporation Rate (Butyl Acetate =l)@ 77 °F: 0.2 Melting Point (R & B): N/A Vapor Density (Air = 1): >4 Solubility in water: Insoluble. Flash Point (PMCC): 104 °F min. Specific Gravity (H20 =1): 0.8 — 0.99 MSDS Page 4 of 5 Rev. 3 Asphalt cutback SECTION 10 - STABILITY AND REACTIVITY Stability: Stable Conditions to Avoid: Keep away from heat, spark, open flames. Auto - ignition temperature unknown. Incompatibility (Materials to Avoid): May react with strong oxidizing materials. Hazardous Decomposition or Byproducts: Combustion: carbon dioxide (CO2), carbon monoxide (CO), nitrogen oxides, smoke, and fumes. Hazardous Polymerization: Will not occur. SECTION 11 - TOXICOLOGICAL INFORMATION Product may cause respiratory irritation, headache, dizziness, nausea and vomiting. Prolonged or repeated contact with skin may cause dermatitis. Carginogenicity: NTP ?: No IARC Monographs ?: No OSHA Regulated ?: No SECTION 12 - ECOLOGICAL INFORMATION EPA Hazard Classification Code: Acute Hazard: Chronic Hazard: Fire Hazard: Pressure Hazard: Reactive Hazard: Not Applicable: X SECTION 13 - DISPOSAL CONSIDERATIONS Dispose of in accordance with local, state and federal regulations. MSDS Page 5 of 5 Rev. 3 Asphalt cutback SECTION 14 - TRANSPORTATION INFORMATION The description shown may not apply to all shipping situations. Consult 49 CFR, or appropriate regulations, for additional description requirements. DOT Shipping Name: Asphalt Primer /Coating DOT Label Information: Combustible Liquid DOT Hazard Class: N/A DOT Packing Group: N/A (Ground transport only) SECTION 15 - REGULATORY INFORMATION SARA TITLE III - EPA Regulation 40 CFR 302 (CERCLA Section 102); CFR 355 (SARA Section 301 -304); CFR 372 (SARA Section 311 -313) - NOT APPLICABLE. This product contains the following chemicals subject to the reporting requirements of SARA 313 and 40 CFR 372 1,2,4 — Trimethylbenzene CAS# 95 -63 -6 Weight% 0 -2 EPA HAZARD CLASSIFICATION CODE: Acute Hazard /Chronic Hazard /Fire Hazard /Pressure Hazard /Reactive Hazard - NOT APPLICABLE. TSCA, CANADIAN DSL: Yes SECTION 16 - OTHER INFORMATION Revision Statement: This Material Safety Data Sheet has been revised to follow the ANSI Z400.1 standard. Supersedes: This information relates only to the specific material designated and may not be valid for such material used in combination with any other materials or in any process. Although certain hazards are described herein, we cannot guarantee that these are the only hazards that exist. The information has been completed to the best of our knowledge and is believed to be accurate and reliable as from the date indicated. However, no warranty is made as to its accuracy, reliability or completeness. It is the user's responsibility to satisfy oneself as to the suitability and completeness of such information for his own particular use. Fields Type 1,2,3, & 4 Hot Asphalts MSDS Page 1 of 2 < Fields Hot Asphalts Material Safety Data Sheet T1, T2, T3 & T4 MeltPac, MeltKeg, & MeltBulk Type 1, 2, 3 & 4 Hot Applied Asphalt PHYSICAL PROPERTIES Appearance And Odor: Back solid @ 70 °F Boiling Point: 700° F Vapor Pressure: N/A Vapor Density (air= 1): N/A Evaporation Rate (BuOAc = 1): N/A Specific Gravity (H20 = 1):.99 to 1.02 @ 70° F Solubility: Insoluble in water, soluble in petroleum solvents. FIRE AND EXPLOSION HAZARD DATA Flash Point: > 550° F COC Flammable Limits: N/A Extinguishable Media: CO2, foam, dry chemical Unusual Fire and Explosion Hazards: Closed containers are an explosion hazard when exposed to extreme heat. Special Fire Fighting Procedures: Use water to cool closed containers. Use self contained breathing apparatus in confined areas. REACTIVITY DATA Stability: Stable Hazardous Polymerization: Will not occur Hazardous Decomposition Products: CO, CO2, SOx, H2S when heated. Conditions to Avoid: Extreme heat (above flash point). Compatibility (Materials to Avoid): None known CONTROL MEASURES Respiratory Protection: Wear NIOSH approved organic vapor respirator. Ventilation: Mechanical, local, or general exhaust is recommended. Protective Gloves: Wear leather or temperature resistant gloves if contact is likely. Eye Protection: Wear a face shield if contact is likely. Other Protective Equipment: Long sleeved clothing is recommended. HAZARDOUS INGREDIENTS: HEALTH AND HAZARD DATA Routes of Entry: Inhalation, ingestion, skin, and eyes. Inhalation: Nasal, respiratory irritation, fatigue, dizziness, and headache. Ingestion: Gastrointestinal irritation, nausea, vomiting, and diarrhea. Aspiration into lungs can cause chemical pneumonia. Skin Contact: Thermal burns. Eye Contact: May cause redness and irritation. EMERGENCY FIRST AID PROCEDURES Eye Contact: Flush with clean water for at least 15 minutes. If irritation persists, get medical attention. Inhalation: If overcome by vapor, remove from exposure and administer oxygen if breathing is irregular. Get medical attention immediately. Ingestion: DO NOT INDUCE VOMITING. Material can be aspirated into lungs and cause chemical pneumonia. Get medical attention. Skin Contact: Remove contaminated clothing. Wash area with soap and water. Chronic Health Effects: Not listed as a carcinogen by the NTP, IARC, or OSHA. No adverse long term affects known. Medical Conditions Aggravated by Exposure: Preexisting lung or skin conditions could be aggravated by continued exposure. PRECAUTIONS FOR SAFE HANDLING AND USE Steps to be Taken in Case Material is Released or Spilled: Eliminate ignition sources. Recover product. Add sand, earth, or other suitable absorbent to spill area. Minimize vapor or skin contact. Keep product from sewers and water courses by diking or impounding. Waste Disposal Method: Dispose in accordance with Federal, State, and local regulations. Storage: Store in a ventilated area away from heat and ignition sources. Other Precautions: Avoid breathing vapors. Keep container closed when not in use. (Chemical & Common Namel% WeighllOSHA PEL IACGIH TLV httn• / /fiPldernrn rnm/ rnmmerrial /nrndnctc/mcrlc/hntmc html 5/13/2010 Fields Type 1,2,3, & 4 Hot Asphalts MSDS Page 2 of 2 (Petroleum Asphalt 100 N/A 5mg /m3 8hr (fumes) Hydrogen Sulfide !Contained Iloppm .8hr TWA, 15ppm STELI1Oppm 8hr TWA, 15ppm STELI SECTION 313 SUPPLIER Notification: This product contains no toxic chemicals subject to the reporting requirements of section 313 of the Emergency Planning and Community Right to Know Act of 1986 and of 40 CFR 372. EMERGENCY 24 HOUR TELEPHONE NUMBER CHEMTREC 1 (800) 424 -9300 or 1 (703) 527 -3887 Type 1,2,3,4 Hot Product Info > About Fields 1 Services 1 Product Guide 1 Advertising 1 BUR Systems Copyright © 2003 Fields Company, LLC. All rights reserved. http://fieldscorp.com/commercial/products/msds/hotms.html 5/13/2010 CHEM LINK INC. Material Safety Data Sheet ANSI 2400.1 Format EMERGENCY CONTACTS Call Chemtrec: USA: 1- 800 -424 -9300 International: (703) 527 -3887 Section 1. Product and Company Information Product Name 1 -PART POURABLE SEALER Chemical Family Product Use MSDS Prepared MSDS Prepared by Silyl terminated polyether Moisture cure sealant 05/03/10 James Larke CHEM LINK INC 353 E. Lyons Street Schoolcraft, MI 49087 U.S.A. Tel: 269 - 679 -4440 Fax: 269- 679 -4448 Section 2. Composition / Information on Ingredients HAZARDOUS INGREDIENTS Ingredient Name CAS Number Concentration Amino Silane 1760 -24 -3 1 - 5% Section 3. Hazards Identification EMERGENCY OVERVIEW Human Effects and Symptoms of Exposure HMIG Health Flammability 1 0 0 Protective Equipment B Routes of Entry — Dermal contact, Eye. Acute Eye Contact — Direct contact can cause severe irritation. Acute Skin Contact — May cause mild irritation. May cause the following effects: Itching - slight local redness - swelling Skin Absorption — Not Toxic. Acute Inhalation — Product is extremely low in volatility and therefore not likely to pose a problem from inhalation. Acute Ingestion — May be harmful if ingested, not a likely route of entry. Chronic Effects of exposure — Repeated or prolonged direct contact to the eyes may cause chemical burns. Repeated or prolonged direct contact to the skin may cause a dermatitis. Medical Conditions Aggravated by exposure — Preexisting skin and eye disorders may be aggravated by direct contact to this product. Carcinogenicity — There are no components in this product that are listed as a carcinogen by NTP, IARC, ACGIH or OSHA. Section 4. First Aid Measures First Aid For Eyes — Flush with large amounts of water for at least 15 minutes. Consult a Physician if ill effects or irritation occurs. First Aid For Skin — Clean product from affected area with Ethyl alcohol, then wash with soap and water. First Aid for Inhalation — An unlikely route of entry. Remove to fresh air. Consult a physician. First Aid For Ingestion — An unlikely route of entry. Consult a physician. Last revised 5/03/10 CHEM LINK INC. Material Safety Data Sheet 1 -PART POURABLE SEALER Section 5. Fire Fighting Measures Special Fire Fighting Instructions — None. Full emergency equipment with self —contained breathing apparatus and full protective clothing should be worn by firefighters. Extinguishing Media — Water, CO2, Dry Chemical Foam. Unusual Fire and Explosion Hazards — None. This product is not considered flammable. Flashpoint — Not applicable. Upper Flammable Limit — Not applicable. Lower Flammable Limit — Not applicable. Autoignition temperature — Not applicable. Sensitivity to Impact — Not applicable. Sensitivity to Static Discharge — Not applicable. Hazardous Combustion Products — Thermal decomposition may produce toxic fumes of Carbon Monoxide and /or Carbon dioxide. Section 6. Accidental release measures Personal Precautions — Use personal protection recommended in section 8. Methods For Cleaning Up — Collect spill with absorbent material such as cardboard and place into a container approved for waste disposal. Section 7. Handling and Storage Handling — Use personal protection recommended in section 8. Avoid eye, skin and clothing contact. Storage — Store in a cool dry area (this product polymerizes when in contact with moisture.) Section 8. Exposure Controls / Personal Protection Exposure Guidelines — No established limits. Engineering controls — No specific controls are needed. Personal Protective Equipment: Eye Protection — Wear safety glasses or goggles to avoid eye contact. Skin Protection — Wear impervious gloves such as vinyl to minimize contact with skin. Respiratory Protection — Not required. Work/Hygienic Practices — Avoid contact with eyes and skin. Wash thoroughly after handling and before eating or drinking. Section 9. Physical and Chemical Properties Physical State Liquid.(reacts with moisture to become a firm synthetic rubber) Odor and appearance Mild ester odor, white colored liquid. pH Not established. Specific Gravity Heavier than water. Density — 11.7 lbs/gal. Vapor Density (air = 1) > 1 Vapor Pressure (mmHg) Not established. Evaporation Rate Not Applicable. Last revised 5/03/10 CHEM LINK INC. Material Safety Data Sheet 1 -PART POURABLE SEALER Section 9. Physical and Chemical Properties (continued) Boiling Point Not established. Freezing Point Not established. Coefficient of Water /Oil DistributionNot established Viscosity — 30,000 cP Section 10. Stability and Reactivity Stability — Considered Stable. Conditions to Avoid — None known Incompatible Materials — None known. Hazardous Decomposition Products — None known. Hazardous polymerization — Will not occur. Reactivity — Hazardous reaction will not occur. Section 11. Toxicological Information Information below is based on Amino Silane (refer to sections 2.and 3.) Oral — Result: LD50 > 2,000 mg /kg. Remark: Very low order of toxicity. Skin Absorption — Result: LD50 > 2,000 mg /kg. Remark: Very low order of toxicity. Skin Direct contact — Result: Slight irritation. Eye Direct contact — Result: Severe irritation. Remark: Causes corneal injury. Inhalation — Result: LC50 Not acutely Toxic. Exposure Limits — Not applicable. Sensitization — No. Reproductive Toxicity — No. Mutagenicity — No. Teratogenicity — No Synergistic Products — None. Section 12. Ecological Information No known applicable information. Section 13. Disposal Considerations If this product as supplied becomes a waste, it does not meet the criteria of a hazardous waste as defined under the Resource Conservation and Recovery Act (RCRA) 40 CFR 261. This product becomes a firm synthetic rubber when cured. Please allow to cure before disposal. Section 14. Transport Information Special Shipping Information — None. DOT — Not regulated. TDG — Not available. PIN — Not available. Last revised 5/03/10 CHEM LINK INC. Material Safety Data Sheet 1 -PART POURABLE SEALER Section 15. Regulatory Information OSHA 29 CFR 1910 -1200 — Irritant. TSCA — All components of this product are listed on TSCA Inventory. CERCLA Reportable Quantity — Not applicable. SARA Title III: Section 302 Extremely Hazardous Substances — None. Section 304 — Not applicable. Section 311/312 — Immediate (acute) health hazard. Section 313 — None. RCRA — Refer to section 13. Califomia Proposition 65 — This product contains no levels of listed substances which the state of California has found to cause cancer, birth defects or other reproductive harm. WHIMS Classification — D2B Section 16. Other Information Prepared in accordance with 29 CFR 1910.1200 This Product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all of the information required by the CPR. To the best of our knowledge, the information contained herein is accurate. However Chem Link Inc. does not assume any liability whatsoever for the accuracy or completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown hazards and should be handled with care. Although we have described herein all of the hazards to which we are currently aware, we cannot guarantee that these are the only hazards which exist. Last revised 5/03/10 CHEM LINK INC. Material Safety Data Sheet ANSI 2400.1 Format EMERGENCY CONTACTS Cali Chemtrec: USA: 1- 800 -424 -9300 International: (703) 527 -3887 Section 1. Product and Company Information Product Name Chemical Family Product Use MSDS Prepared MSDS Prepared by M -1 Structural Sealant Silyl terminated polyether Moisture cure sealant 10/23/04 Ed Zimmerman CHEM LINK INC. 353 E. Lyons Street Schoolcraft, MI 49087 U.S.A. Tel: 269- 679 -4440 Fax: 269 - 679 -4448 Section 2. Composition / Information on Ingredients HAZARDOUS INGREDIENTS Ingredient Name CAS Number Concentration Amino Silane 1760 -24 -3 1 — 5% Section 3. Hazards Identification EMERGENCY OVERVIEW Human Effects and Symptoms of Exposure HMIG Health 1 Flammability 0 0 Protective Equipment B Routes of Entry — Dermal contact, Eye. Acute Eye Contact — Direct contact can cause severe irritation. Acute Skin Contact — Direct contact may cause slight irritation. Skin Absorption — Not Toxic. Acute Inhalation — Product is extremely low in volatility and therefore not likely to pose a problem from inhalation. Acute Ingestion — May be harmful if ingested, not a likely route of entry. Chronic Effects of exposure — Repeated or prolonged direct contact to the eyes may cause chemical burns. Repeated or prolonged direct contact to the skin may cause a dermatitis. Medical Conditions Aggravated by exposure — Preexisting skin and eye disorders may be aggravated by direct contact to this product. Carcinogenicity — There are no components in this product that are listed as a carcinogen by NTP, IARC, ACGIH or OSHA. Section 4. First Aid Measures First Aid For Eyes — Flush with large amounts of water for at least 15 minutes. Consult a physician if ill effects or irritation occurs. First Aid For Skin — Clean product from affected area with Ethyl alcohol, then wash with soap and water. First Aid for Inhalation — An unlikely route of entry. Remove to fresh air. Consult a physician. First Aid For Ingestion — An unlikely route of entry. Consult a physician. Last revised 2/6/2008 Last review or update 2/6/2008 CHEM LINK INC. Material Safety Data Sheet M -1 Structural Sealant Section 5. Fire Fighting Measures Special Fire Fighting Instructions — None. Full emergency equipment with self — contained breathing apparatus and full protective clothing should be worn by firefighters. Extinguishing Media — Water, CO2, Dry Chemical Foam. Unusual Fire and Explosion Hazards — None. This product is not considered flammable. Flashpoint — Not applicable. Upper Flammable Limit — Not applicable. Lower Flammable Limit — Not applicable. Autoignition temperature — Not applicable. Sensitivity to Impact — Not applicable. Sensitivity to Static Discharge — Not applicable. Hazardous Combustion Products — Thermal decomposition may produce toxic fumes of Carbon Monoxide and /or Carbon dioxide. Section 6. Accidental release measures Personal Precautions — Use personal protection recommended in section 8. Methods For Cleaning Up — Collect spill with absorbent material such as cardboard and place into a container approved for waste disposal. Section 7. Handling and Storage Handling — Use personal protection recommended in section 8. Avoid eye, skin and clothing contact. Storage — Store in a cool dry area (this product polymerizes when in contact with moisture.) Section 8. Exposure Controls / Personal Protection Exposure Guidelines — No established limits. Engineering controls — No specific controls are needed. Personal Protective Equipment: Eye Protection — Wear safety glasses or goggles to avoid eye contact. Skin Protection — Wear impervious gloves such as vinyl to minimize contact with skin. Respiratory Protection — Not required. Work/Hygienic Practices — Avoid contact with eyes and skin. Wash thoroughly after handling and before eating or drinking. Section 9. Physical and Chemical Properties Physical State Paste.(reacts with moisture to become a firm synthetic rubber) Odor and appearance Mild ester odor, thick paste of various colors. pH Not established. Specific Gravity Varies from color to color. All colors are heavier than water. Density -- 11.7 Ibs /gal. Vapor Density (air = 1) > 1 Vapor Pressure (mmHg) Not established. Evaporation Rate Not Applicable. Last revised 2/6/2008 Last review or update 2/6/2008 CHEM LINK INC. Material Safety Data Sheet M -1 Structural Sealant Section 9. Physical and Chemical Properties (continued) Boiling Point Not established. Freezing Point Not established. Coefficient of Water /Oil DistributionNot established Viscosity — 1,000,000 cP Section 10. Stability and Reactivity f Stability — Considered Stable. Conditions to Avoid — None known Incompatible Materials — None known. Hazardous Decomposition Products — None known. Hazardous polymerization — Will not occur. Reactivity — Hazardous reaction will not occur. Section 11. Toxicological Information Information below is based on Amino Silane (refer to sections 2.and 3.) Oral — Result: LD50 > 2,000 mg /kg. Remark: Very low order of toxicity. Skin Absorption — Result: LD50 > 2,000 mg /kg. Remark: Very low order of toxicity. Skin Direct contact — Result: Slight irritation. Eye Direct contact — Result: Severe irritation. Remark: Causes corneal injury. Inhalation — Result: LC50 Not acutely Toxic. Exposure Limits — Not applicable. Sensitization — No. Reproductive Toxicity — No. Mutagenicity — No. Teratogenicity — No Synergistic Products — None. Section 12. Ecological Information No known applicable information. Section 13. Disposal Considerations If this product as supplied becomes a waste, it does not meet the criteria of a hazardous waste as defined under the Resource Conservation and Recovery Act (RCRA) 40 CFR 261. This product becomes a firm synthetic rubber when cured. Please allow to cure before disposal. Section 14. Transport Information Special Shipping Information — None. DOT — Not regulated. TDG — Not available. PIN — Not available. Last revised 2/6/2008 Last review or update 2/6/2008 CHEM LINK INC. Material Safety Data Sheet M -1 Structural Sealant Section 15. Regulatory Information OSHA 29 CFR 1910 -1200 — Irritant. TSCA — All components of this product are listed on TSCA Inventory. CERCLA Reportable Quantity — Not applicable. SARA Title III: Section 302 Extremely Hazardous Substances — None. Section 304 — Not applicable. Section 311/312 — Immediate (acute) health hazard. Section 313 — None. RCRA — Refer to section 13. Califomia Proposition 65 — To the best of our knowledge this product contains no levels of listed substances which the state of California has found to cause cancer, birth defects or other reproductive harm. WHIMS Classification — D2B Section 16. Other Information Prepared in accordance with 29 CFR 1910.1200 This Product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all of the information required by the CPR. M -1 is a Chem Link Inc. trademark To the best of our knowledge, the information contained herein is accurate. However Chem Link Inc. does not assume any liability whatsoever for the accuracy or completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown hazards and should be handled with care. Although we have described herein all of the hazards to which we are currently aware, we cannot guarantee that these are the only hazards which exist. Last revised 2/6/2008 Last review or update 2/6/2008 ***MATERIAL SAFETY DATA SHEET * ** Page 1 Date of preparation: 07/28/06 7303000 SECTION I Manufacturer : W. R. MEADOWS, INC. - H M I S - Address : 300 Industrial Drive [Health : 0 1 : Hampshire, Illinois 60140 [Flammability : 0 1 'Reactivity :0 Telephone # : (847) 683 -4500 [Personal Protection : Emergency # : 1- 800 - 424 -9300 Chemtrec (Hazard Rating: 0= Least, 1 = Slight ,2= Moderate,3= High,4= Extreme, * = Chronic) Product Class : DIVISION 7 Mfg. code I.D. : 7303000 Trade Name : WHITEWALK ROOF TRAFFIC PADS SECTION II -A HAZARDOUS COMPONENTS % by SARA VAPOR PRESSURE LE.. No. Component CAS# Weight 313 (mm Hg @ 20 C) (@ 25 C) 1. Petroleum Asphalt 8052 -42 -4 60 -70 NO N/A N/A 2. Fiberglass Mat 65997 -17 -3 1 -5 NO N/A N/A WHITEWALK Roof Traffic Pads are defined by OSHA (29 CFR Part 1910) as an "Article ". A manufactured item which is formed to a specific shape or design during manufacture which does not release or otherwise result in exposure to a hazardous chemical under normal conditions of use. None of the components of this product are recognized as carcinogenic. N/A: Not Applicable Under the reporting requirements of Section 313 of Title III of the Superfund Amendments and Reauthorization Act of 1986 (SARA) and 40 CFR Part 372, chemicals listed on the 313 List (40 CFR Part 373.65) are identified under the heading "SARA 313 ". SECTION II -B OCCUPATIONAL EXPOSURE LIMITS OSHA ACGIH No. PEUTWA PEL/CEIUNG PEL./STEL SKIN TLV/TWA TLV /CEILING TLV /STEL SKIN 1. 5 mg/m3* NE N/E N/E 5 mg /m3* N/E N/E N/E 2. 5 mg /m3** N/E N/E N/E 10 mg /re* N/E WE N/E N/E = Not established *= Asphalt Fumes **= Total Dust SECTION III PHYSICAL DATA Boiling Point Evaporation Rate Vapor Density pH Level : Not Applicable : Not Applicable : Not Applicable : Not Applicable % Volatile by volume % Volatile by weight Weight per gallon : Not Applicable : Not Applicable : Not Applicable SECTION IV HEALTH INFORMATION EYE CONTACT: May cause mechanical irritation of the eyes. SKIN CONTACT: May cause mechanical irritation of the skin. INHALATION: Under normal use this product is not hazardous via inhalation with normal product use. INGESTION: This product has a low order of toxicity. If symptoms of gastrointestinal irritation develop, seek medical attention. SIGNS AND SYMPTOMS: None recognized with normal product use. AGGRAVATED MEDICAL CONDITIONS: None known with normal product use. OTHER HEALTH EFFECTS: From skin painting studies in laboratory animals, it has been concluded that some asphalts may possess weak carcinogenic activity. This means that workers who practice poor personal hygiene, and who are repeatedly exposed by direct skin contact with petroleum asphalt over many years, may potentially be at risk of developing skin cancer. Intermittent or occasional skin contact with petroleum asphalt is not expected to have serious health effects as long as personal hygiene measures, such as outlined in this material safety data sheet, are followed. In addition, asphalt vapors may contain polycyclic aromatic hydrocarbons, some of which are known to be carcinogenic. Therefore, prolonged breathing of vapors should be avoided. SECTION V EMERGENCY AND FIRST AID PROCEDURES EYE CONTACT: Flush with water to remove particulates. SKIN CONTACT: Flush with water to remove particulates. Wash affected area with soap and water if available. INHALATION: None normally required. INGESTION: None normally required. Date of preparation: 07/28/06 WHITEWALK 7303000 Page 1 * ** MATERIAL SAFETY DATA SHEET*** Date of preparation: 07/28/06 Page 2 7303000 SECTION VI FIRE AND EXPLOSION HAZARDS FLAMMABILITY CLASSIFICATION - NFPA: Not regulated - DOT: Not regulated FLASH POINT: Greater than 400 degrees F. EXTINGUISHING MEDIA: Use water fog, foam, or Carbon Dioxide. SPECIAL FIRE FIGHTING PROCEDURES AND PRECAUTIONS: None recognized. UNUSUAL FIRE AND EXPLOSION HAZARDS: None recognized. SECTION VII REACTIVITY STABILITY: Stable HAZARDOUS POLYMERIZATION: Will not occur CONDITIONS AND MATERIALS TO AVOID: Strong oxidizing agents. HAZARDOUS DECOMPOSITION PRODUCTS: Combustion may yield Carbon Monoxide, Carbon Dioxide, and/or incomplete combustion products. Do not breathe smoke or fumes. Wear appropriate protective equipment. SECTION VIII EMPLOYEE PROTECTION RESPIRATORY PROTECTION: None required with normal product use. If abraded, use of a dust filter respirator is recommended to prevent inhalation of fibers. PROTECTIVE CLOTHING: Cotton work gloves / safety glasses ADDnTONAL PROTECTIVE MEASURES: Not applicable. SECTION IX ENVIRONMENTAL PROTECTION SPILL OR LEAK PROCEDURES: Not applicable: product is a solid. WASTE DISPOSAL In some areas this product may be considered a non - hazardous special waste if disposed of in a permitted landfill. Consult Federal, State, and local regulations for compliance. SECTION X ADDITIONAL PRECAUTIONS Prevent contact with fire. Prevent job site damage. The information contained herein is based on the data available to us and is believed to be correct. However, we make no warranty, expressed or implied regarding the accuracy of this data or the results to be obtained from the use thereof. We assume no responsibility for injury from the use of the product described herein. Date of preparation: 07/28/06 WHITEWALK 7303000 Page 2 Note: When fastening base sheets using screws and plates without insulation, the plate must be of a design that allows it to lie flat on the deck. rigure 2 as .,,. 0 0 _f i0 1 o 10 1 o o io 0 0 0 0 0 0 0 0 0 0 24 8.03 Base Sheets — Mechanically Fastened A. After allowing the base sheet to relax, keep sheet taut, fastening at center of sheet and working in opposite directions. Push all wrinkles and buckies ahead as fastening proceeds. The following are minimum fastening patterns, that may be used when fastening the base ply. For FMRC approved fastening pattems, refer to the current FMRC Approval Guide. 1. Base sheet (no insulation) on decks of wood, plywood, OSB, lightweight concrete, gypsum, or cementitious wood fiber (Figure 1). A. Lap the base sheet 2" (5.1 cm), and mechanically fasten with three rows of fasteners. The first row (on the seam) will be 1" (2.5 cm) from the leading edge and on 9" (22.9 cm) centers. Locate the second row of fasteners 14" (35.6 cm) from the leading edge and on 18" (45.7 cm) centers. The third row of fasteners shall be 26" (66.0 cm) from the leading edge on 18" (45.7 cm) centers. The centers for the second and third rows should be staggered. B. Plywood or OSB decks only. Lap the base sheet 2" (5.1 cm), and mechanically fasten with four equally spaced rows of Senco Tape and N12 BAB or N12 FAB Staples spaced at 9" (22.9 cm) o.c. centered over the 2" (5.1 cm) wide laps and at 9" (22.9 cm) o.c. in three rows equally spaced in the field of the sheet. 2. Simultaneous fastening base sheets with insulation, with the DRILL -TEC' fasteners having a 3" (7.6 cm) plate (Figure 2): Lap the base sheet 2" (5.1 cm). Screws and plates are then installed in 3 equally spaced rows on 24" inch (61.0 cm) maximum centers in each row. One row is in the 2" (5.1 cm) side lap, the other rows are located equidistant from the lap rows approximately 12" — 13" (30.5 - 33.0 cm) from the lap rows. This pattern results in approximately one fastener per 2.1 square feet (0.20 m2). Along building perimeters (minimum 4 foot wide) fastening pattem must be increased to one fastener per 1.2 square feet ( 0.11 m2), 4 equally rows of fasteners on 18" (45.7 cm) cen- ters. SBS Hot Mopped Roofing Systems 136 FOUR (4) PLY BUILT UP ROOFING SYSTEM NAILABLE DECK Nallable Deck Sheathing Paper (if required) r Side Lap Roofing Asphalt r Side Lap 1811h GAFGLAS Mineral Sedated Ca Sheet . 2eve Base Sheet (see below) GAFGLAS® FlexPly° 6 12 YEAR DIAMOND PLEDGE AND SYSTEM PLEDGE BOTTOM SHEET SPEC# ATTACHMENT BASE SHEET N -B-4 -M NAILED NAILED NAILED NAILED NAILED NAILED STRATAVENP NAILABLE #75 BASE SHEET #80 ULTIMA BASE SHEET MODIFIED BASE SHEET PLY 4 w /SHEATHING PAPER FLEXPLY" 6 w /SHEAIHNG Rai GENERAL Safety: Refer to Section Section 1.0 DO NOT BEGIN INSTALLATION UNTIL THIS INFORMATION IS REA UNDERSTOOD AND IMPLEMENTEI a mss°; MATERIALS Material Requirements per 100 sq. ft. Asphalt (per ply) 25 lbs. (1.22 kg/- Base Sheet 1 ply Ply Sheets 2 plies Cap Sheet 1 ply GUARANTEE INTERPLY PLY 4 PLY 4 PLY 4 PLY 4 PLY 4 PLY 4 SPECIFICATIONS INTERPLY PLY 4 PLY 4 PLY 4 PLY 4 PLY 4 PLY 4 SURFACING CAP SHEET -;; CAP SHEET, ..:�- CAP SHEET_ CAP SHEET CAP SHEET CAP SHEET 15 YEAR DIAMOND PLEDGE AND SYSTEM PLEDGE GUARANTEE SPECIFICATIONS (WEST ZONE ONLY) BOTTOM SHEET SPEC# ATTACHMENT BASE SHEET N- B- 4-M/P6 NAILED STRATAVENT6 NAILABLE NAILED #75 BASE SHEET NAILED #80 ULTIMA" BASE SHEET NAILED MODIFIED BASE SHEET NAILED FLEXPLY" 6 w/SHEAIHNG F3 PER INTERPLY FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 INTERPLY FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 SURFACING CAP SHEET CAP SHEET CAP SHEET CAP SHEET CAP SHEET WALL/CURB FLASHING SPEC PLATE: 1X ONE (1) PLY BASE FLASHING NON- COMBUSTIBLE SUBSTRATE Masonary Wall 8°-24° J Matrix"' Counterflashing Primer Fasteners WALL/CURB FLASHING SPEC PLATE: 2X TWO (2) PLY BASE FLASHING NON - COMBUSTIBLE SUBSTRATE Masonary Wall MatrixTM Fasteners Primer Counterflashing Built -Up Roofing Systems 349 7111® GAF MATERIALS BUR 5 - WALL FLASHING DETAIL WITH SURFACE - MOUNTED COUNTER FLASHING Sealant continuous bead 24" max. Parapet wall ! 2. Masonry walls to be primed prior to flashing. Wood walls require base sheet nailed to wall 9" o.c. along top and laps, one per sq. ft. in the field. 3. Fasten base flashing approx. 8" o.c. for heights up to 12" and 4" o.c for heights up to 24 ". 4. Base flashing on all 15 & 20 yr. guarantee systems must have a base ply. Refer to Flashing Membrane Application and Flashing Specification Plate Sections. Built -Up Roofing Systems 356 BUR 12 - OUTSIDE CORNER DETAILS FOR 1X (additional plies are required for other flashing specification) Step 1: 8 -24° 4U 4■ Pri er Min` T toll,4140 Roof Membrane RUBEROID Up Wall 2" Reinforcement Piece 2" Ca nt Step 2: Nails into . Grout Line 11 RUBEROID® Step 3: Min. 11 Nails Must Be Counterflashed OR Built-Up Roofing Systems 363 GAF CORPORATION Comer membrane flashing. Install on top of Ruberoide modified bitumen base flashing BUR 15 - VENT STACK FLASHING DETAIL Rolled lead Flashing 1" down into pipe Plumbing Vent Stack Mastic at edges of Roofing Felts GAFGLAS® Membrane Set lead flange in mastic. Strip in with two plies of GAFGLAS Felt. Prime flange before stripping. Sheet Lead minimum of 21/2 Ib. per square foot. Built -Up Roofing Systems 366 BUR 17 - MWELD® PRE - FLASHED LEAD FLASHING DETAIL i n i i i u i 12" Height before being bent over inside pipe 1" Minimum to be folded over to the inside of the soil pipe Lead jack // i a i n ////// n u o i iou a u io ii • b. ° °° ° ° v 4 ° t . A ° A ao n ° ° ra D A° Ap • ° � .04a ° °oVo. °• ° °° A. A . • A • ° p .soo A o° a Deck Insulation Vent pipe GAFGLAS® roof membrane Prefabricated modified bitumen flashing OA °° ° • A ° • °Q .a °QA .4 .v , ° 4 • 4 . 4 V V • 4 ° . D ° . b ° V . 4 ° vo °° p Ao4 • 4 • . Aae , A A° • o °o. —MBoot (Non- reinforced) SBS target Built -Up Roofing Systems 368 GAPS CORPORATION BUR 19 - M -CURB FLASHING DETAIL Top View M -CURB Pipe Penetrations M -THANE Pourable Sealer. Volume -88 cu. in. (without penetration). Scarf Joint Side View M -BOND Adhesive M -THANE —1° min. M -BOND Adhesive M -BOND Adhesive M -CURB Pipe Penetrations M -BOND Adhesive Note: Refer to M -Curb installation instructions for additional information. Built -Up Roofing Systems 370 BUR 20 - RAISED PERIMETER EDGE IDETAIL WITH METAL CAP - FASCIA FLASHING Turn down one ply of 1/2" min. felt to below wood cant and blocking. Nail flashing with approved fasteners approx. 8" o.c. 10' -0" max. N. Base Flashing Ire GAF S Wood Cant Nail Cant to wood blocking. Notes: Elastomeric sealant at all ea fasteners. 2- fasteners and neoprene washers at center of each cap cover plate. Cleat This type of detail should only be used where deck is supported by the outside wall. The cant, placed as shown, will result in higher fascia line. The GAFGLAS® Ply shown behind the fascia provides protection for the flashing edge and seals the system until metal work is installed. Built -Up Roofing Systems 371 BUR 32 - EQUIPMENT OR SIGN SUPPORT DETAIL Cap flashing Neoprene pad E 0 c 0 Wood cant Set bolts in elastomeric sealant Fasteners approx. 24" O.C. Removable counterflashing Fasteners maximum 8" O.C. Base flashing This detail should be used only where the deck is supported by the wall. An expansion joint that allows independent movement of the wall and dekk should be used for non-wall supported deck conditions. Note: Base flashing on all 15 & 20 yr. guarantee systems must have a base ply. Refer to Flashing Membrane Application and Flashing Specification Plate sections. Built-Up Roofing Systems 383 GAF MArERIALS • CORPORATION • • • • , • . , • • • - 06 -01 -2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director MATT ALLEN 20203 BROADWAY AV SNOHOMISH WA 98296 RE: Permit Application No. D10 -179 1061 ANDOVER PK E TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 07/15/2010, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 07/11/2011. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D10 -179 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 January 5, 2011 0 Jim Haggerton, Mayor epartment of Community Development Jack Pace, Director Matthew Allen Snyder Roofing 20203 Broadway Av Snohomish, WA 98296 RE: Request for Extensions Development Permit No. D10 -179, 182, & 183 M3 Business Center Buildings A, B, & C Dear Mr. Bennett, This letter is in response to your written request for an extension to Permit Numbers D10 -179, D10-182, and D10-183. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through July 11, 2011. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, shall ician File: Permit No. D10 -178, 182, 183 W:\Permit Center\Extension Letters\Permits\2010\D10 -179 Permit Extension.doc 6300 Southcenter Boulevard, Suite #100 e Tukwila, Washington 98188 o Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 ,(51 0 SNYDER ROOFING COMMERCIAL • INDUSTRIAL December 29, 2010 City of Tukwila 6300 Southcenter Blvd, Suite #100 Tukwila, WA 98188 Attention: Bill Rambo 0 Reference: Permit Application No, D10 -183 / D10 -182 / D10 -179 1001 Andover Park E Tukwila, WA Dear Bill, NAllONAL ROOFWO COVTRACTORS ro gx-r- 60 // T�on� 80 S c7/ 9 zD /J We are requesting to extend permits D10 -183 / D10 -182 / D10 -179 for the M3 Business Center located at 1001 Andover Park E in Tukwila, WA. We have been unable to complete work on these projects due to inclement weather. The inclement weather has kept us from being able to remove / replace the existing roofing and maintain a watertight assembly. The M3 Business Center houses several high profile tenants that wish to continue normal business activities during construction. Out of respect for the building owner, the tenants, and the roofing materials manufacturer, we cannot remove the existing roofing during the occurrence of any precipitation. Performing any roofing during precipitation would violate the warranty agreement approved during the submittal process. We appreciate your assistance in pursuing this extension. Thank you, Matthew Allen Estimator / Project Manager Snyder Roofing of WA LLC Main Office: 20203 Broadway Avenue Snohomish, WA 98296 Phone: 425.402.1848 Fax: 425.398.4444 >s-ip- \-11-1 l 01 Ill SNYDER ROOFING OF WASHINGTON, LLC SNYDER ROOFING GROUP OF COMPANIES AN EQUAL OPPORTUNITY EMPLOYER Since 1922 www.snyderroofing-wa.com MOVED UAN.0 3 2011 IMAM"( COMM Gig Harbor Office: Phone: 253.858.2990 Fax: 253.858.3075 WA LIC # SNYDERW014MT 12 -01 -2010 1 ity o; , T 1; Jim Haggerton, Mayor Department of Community Development MATT ALLEN 20203 BROADWAY AV SNOHOMISH WA 98296 RE: Permit Application No. D10 -179 1061 ANDOVER PK E TUKW Dear Permit Applicant: Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 07/15/2010, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 01/11/2011. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, —1)j q‘J\ Bill Rambo Permit Technician File: Permit File No. D10 -179 6300 Southcenter Boulevard, Suite #100 ® Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 OPE PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -179 DATE: 07 -16 -10 PROJECT NAME: M3 BUSINESS CENTER - BUILDING C SITE ADDRESS: 1061 ANDOVER PK E X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: " o _ 1-10 01.2/1. B u ilding Division F e Preventiioonn Planning Division Public Works n Structural Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 07-20-10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route XI Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: n Approved with Conditions DUE DATE: 08-17 -10 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople Per Friendly Page tit Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with LEtI 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 SNYDER ROOFING OF WASH 4254021848 20203 Broadway Ave Snohomish WA 98296 Snohomish Limited Liability Company LLC UBI No. Status License No. 601961354 Active SNYDERW014MT License Type Construction Contractor Effective Date 7/30/1999 Expiration Date 6/1/2013 Suspend Date Specialty 1 General Specialty 2 Unused License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status NORTHSS9250E NORTHWEST SOLAR SOLUTIONS LLC Construction Contractor General Unused 9/24/2008 9/24/2012 Active SNYDER0014NB SNYDER ROOFING OF OREGON LLC Construction Contractor General Unused 8/23/1999 6/1/2012 Active SNYDEI*371N1 SNYDER ROOFING /SHEET METAL INC Construction Contractor Roofing Unused 8/21/1963 6/5/2013 Active Business Owner Information Name Role Effective Date Expiration Date STEPHENSON, GUY Agent 01/01/1980 KING, JAMES F Partner /Member 05/18/2009 GARDNER, J TIM Partner /Member 05/18/2009 KING, KYLE R Partner /Member 05/18/2009 SNYDER ROOFING Et SHEET METAL I Partner /Member 05/18/2009 MYERS, DAVE Partner /Member 05/18/2009 GARRICK - PICCOLI, DANEEN Partner /Member 05/18/2009 PICCOLI, DAVE Partner /Member 05/18/2009 GARDNER, J TIMOTHY Partner /Member 01/01/1980 05/18/2009 KING, SCOTT G Partner /Member 01/01/1980 05/18/2009 STMARTIN, CHRISTIE Partner /Member 01/01/1980 05/18/2009 Bond Information https: / /fortress.wa.gov /lni/bbip /Print. aspx 06/24/2011 ($ X 6) 40'-0" - 12"x12" PILASTER 2x4 SUB- PURLINS Cdr 24" O.C., TYP. — 4x14 PURLINS GSA TYPICAL Cdr PILASTER TYPICAL (�► PILASTER EXISTING ROOF FRAMING PLA ' N BUILDING B SCALE: 1/16 0 20' -0" 409 -0AP 40'-0" 15-) 2401 --0" 12 "x12" PILASTER t 20' -0" O,C., TYP: 2x4 SUB-PURLINS 0 24" G.C., TYP. 40'7-0" AA — 4x14 PURLINS 8' -0" O.G., TYP. U.N.O. TYPICAL 0 PILASTER x 0 20' -0" O.C., TYP. (V.I.F.) �9I E I L ' f TYP. (V.I.F.) U.N p v.v., II r. i 1 ************ No, 32927 _ 4,Exp. 09- 23 -10,,e ._.___._u - ._ - _. ,_ ___ _ _ _* ______,___ I I �- is C1 c Cs !! 1 0 B4 0 i —0' 0 ESS C] YVASHI 0 . � 3 -0.. w I ;. Date: 01/06/2010 Design by: DD Drawn by: JL I Job: 09141R1 (E) Y2" THK. STRUCTURAL I PLYWOOD W/ MIN. 8d NAILS 6" O.C., TYP. (FIELD VERIFY AND NOTIFY THE ENGINEER) S3 P6 I 0 +Q 0 @ sQ.s C n H _ H 1 1 m�..v B6 0 B5 Q B4 3 B3 Q B4 I I I 0 B3 0 0 0 B6 0 d 0 0 H 0 0 CJ C C! m i 1 1 1 1 1 H II 1 �.. 9, li s I 1 3,_0" +. — 1 39 -0" 1 3N,.w " �G._.. �. 39 -0" � 1 1 3 ra 94 Q DPP. g 1 wJ'_(�99 v II 1 31 n39 �3 _ r� 1 I t f + 0 0 0 ill li 0 0 1 HD. TYP. REVIEWE CODE COW 2x4 SUB-- PURLINS APPQr L I 0,1 I 0 Q 0 c 0 £ 0 0 0 C I Ci C} t C? t 0 c 0 c 0 0 0 © 0 G� Ctrl tY1 On I I 1 I I I ._..._ ..... __.T_ r� _._.__._______ __. -_� .______ ._ w_....______ saw - -__ _ to - m_ _ -_ I --f- _ ___w__ _, _ M1„ _- B6 � - 135 � B4 � B 3 Q _ 84 Q ` ..._ -_.� Bla Q B3 .-- -�-- -: 0 2495 ©.C., TYP. JUL � � II II I} �i 1 �`.». G. 94 V Jfn�1/ ,lam 1 `� City of Ti BUILDING [ II - ,g 3!4,_: }5 4 il 9J I K9,_yR P9 , wJ C/ 1 y39 099 x 13' -O" 1 13'`0" I '- 1 3' -099 f 'IL - �—• I w � c� � � �"a � ca C� G] 1 1 - 1 1 _:* __ *_- ___..._��.__.�_.- _.._._._` _ __ .__ _._.__�.,_ ,�__..___ _.___.., �._.___�---- ,___ry_ ____ - - -- _.___._ w__..____...__ - - -- __t.__._.____..____ —� . _._ _____ - g.-- - _:.___ -...__ ___.,___ ____ ,__.._ _______ _.n.._, ___ TYPICAL (�► PILASTER EXISTING ROOF FRAMING PLA ' N BUILDING B SCALE: 1/16 0 20' -0" 409 -0AP 40'-0" 15-) 2401 --0" 12 "x12" PILASTER t 20' -0" O,C., TYP: 2x4 SUB-PURLINS 0 24" G.C., TYP. 40'7-0" AA — 4x14 PURLINS 8' -0" O.G., TYP. U.N.O. TYPICAL 0 PILASTER x 0 20' -0" O.C., TYP. (V.I.F.) �9I E I BY I i REISS - BROWN - EKMEKJI CIVIL AND STRUCTURAL ENGINEERS 18980 VENTURA BOULEVARD SUITE 350 TARZANA, CALIFORNIA, 91356 TEL:(818) 757 -1501, FAX :(818) 757 -1509 E -MAIL: SEKMEKJI @RBEE.NET No, 32927 4 4,Exp. 09- 23 -10,,e OF WASO I I �- is C1 c Cs !! r Wes 0 B4 0 i —0' 0 ESS C] YVASHI 0 . � 3 -0.. w I ;. Date: 01/06/2010 Design by: DD Drawn by: JL I Job: 09141R1 B5 S3 P6 I 0 +Q 0 @ C? C n H _ H 1 1 m�..v I I I e9 I I 0 0 !:5 s5 O 0 d 0 0 0 Q c 0 0 CJ C C! m i 1 1 1 1 1 I I I 1 — 1 3N,.w " � 1 1 3P�09P _ g 1 wJ'_(�99 v II 1 31 n39 �3 1 Pa..8°ft - 1 r� 1 I t f + 0 0 0 ill li 0 0 1 t . I I I ._..._ ..... __.T_ r� _._.__._______ __. -_� .______ ._ w_....______ saw - -__ _ to - m_ _ -_ I --f- _ ___w__ _, �--- 12 "x12" PILASTER 20' -0" O.C., TYP. (V.I.F.) EXISTING ROOF FRAMING PLAN javimNtG C) SCALE: 1/16 7-1 —0 TYPICAL 0 PILASTER D FOR PLIANCE NOD 2010 1 ila ►icinn� NOM 1: ALL FRAMING IS EXISTING, U.N.O. INDICATES NEW STRAP SEE DETAIL 5/31, INSTALL STRAP OVER EXISTING ROOF SHEATHING. Q INDICATES NEW STRAP, SEE DETAIL 3/S1. INSTALL STRAP OVER EXISTING ROOF SHEATHING. 04 INDICATES NEW STRAP, SEE DETAIL 4/S1. INSTALL STRAP OVER EXISTING ROOF SHTG. Q INDICATES NEW STRAP. SEE DETAIL 6/51. INSTALL STRAP OVER EXISTING ROOF SHEATHING. (E) Y2" THK. STRUCTURAL I PLYWOOD W/ MIN. 8d NAILS 0 6" O.C. , TYP. (FIELD VERIFY AND NOTIFY THE ENGINEER) TYP. 2x4 SUB - PURLINS 0 24" 0.C., TYP. Y. Permit No. Plan review approval is subject to errors and omi Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged By Date: City Of Tukwila BUILDING DIVISION RECEIVED JUL 16 2010 PERMIT CENTER REVISIONS BY THIS DRAWING CONTAINS INFORMATION FOR WHICH REISS BROWN EKMEKJI, INC. RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS. THIS DRAWING SHALL NOT BE USED, REPRODUCED OR ALTERED IN ANY FORM WHATSOEVER, NOR ASSIGNED TO ANY THIRD PARTY, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF REISS BROWN EKMEKJI, INC. REISS - BROWN - EKMEKJI CIVIL AND STRUCTURAL ENGINEERS 18980 VENTURA BOULEVARD SUITE 350 TARZANA, CALIFORNIA, 91356 TEL:(818) 757 -1501, FAX :(818) 757 -1509 E -MAIL: SEKMEKJI @RBEE.NET No, 32927 4 4,Exp. 09- 23 -10,,e OF WASO EXISTING ROOF FRAMING PLAN {BUILDINGS B & c) ESS C] YVASHI Date: 01/06/2010 Design by: DD Drawn by: JL Scale: AS SHOWN Job: 09141R1 Sheet S3 Of Sheets 09141R1